1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 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- -27.13 (meters) GEOID99 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 GEOID99. 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 MT (+/- 180 meters Scaled) BG4896 BG4896 SUPERSEDED SURVEY CONTROL BG4896 BG4896.No superseded survey control is available for this station.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_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 = DECEMBER 8, 2003 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- -27.13 (meters) GEOID99 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 GEOID99. 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 = 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 = DECEMBER 8, 2003 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- -27.12 (meters) GEOID99 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 GEOID99. 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_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 = DECEMBER 8, 2003 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- -27.12 (meters) GEOID99 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 GEOID99. 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_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 = DECEMBER 8, 2003 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- -27.12 (meters) GEOID99 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 GEOID99. 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_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 = DECEMBER 8, 2003 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- -27.12 (meters) GEOID99 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 GEOID99. 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_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 = DECEMBER 8, 2003 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- -27.11 (meters) GEOID99 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 GEOID99. 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_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 = DECEMBER 8, 2003 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- -27.11 (meters) GEOID99 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 GEOID99. 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_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 = DECEMBER 8, 2003 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- -27.10 (meters) GEOID99 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 GEOID99. 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_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 = DECEMBER 8, 2003 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- -27.10 (meters) GEOID99 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 GEOID99. 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_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 = DECEMBER 8, 2003 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- -27.10 (meters) GEOID99 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 GEOID99. 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_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 = DECEMBER 8, 2003 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- -27.09 (meters) GEOID99 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 GEOID99. 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_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 = DECEMBER 8, 2003 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- -27.09 (meters) GEOID99 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 GEOID99. 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_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 = DECEMBER 8, 2003 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- -27.09 (meters) GEOID99 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 GEOID99. 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_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 = DECEMBER 8, 2003 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- -27.08 (meters) GEOID99 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 GEOID99. 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 Converg. BG4914;SPC FL N - 152,728.532 357,480.010 MT 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 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_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 = DECEMBER 8, 2003 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- -27.08 (meters) GEOID99 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 GEOID99. 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_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 = DECEMBER 8, 2003 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- -27.08 (meters) GEOID99 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 GEOID99. 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_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 = DECEMBER 8, 2003 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- -27.08 (meters) GEOID99 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 GEOID99. 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_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 = DECEMBER 8, 2003 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- -27.07 (meters) GEOID99 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 GEOID99. 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_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 = DECEMBER 8, 2003 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- -27.07 (meters) GEOID99 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 GEOID99. 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_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 = DECEMBER 8, 2003 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- -27.07 (meters) GEOID99 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 GEOID99. 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_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 = DECEMBER 8, 2003 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- -27.06 (meters) GEOID99 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 GEOID99. 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_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.