1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 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 MT (+/- 180 meters Scaled) BG4565 BG4565 SUPERSEDED SURVEY CONTROL BG4565 BG4565.No superseded survey control is available for this station.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 = MAY 3, 2005 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 = MAY 3, 2005 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 = MAY 3, 2005 BG3052 *********************************************************************** BG3052 DESIGNATION - I10 A 9 BG3052 PID - BG3052 BG3052 STATE/COUNTY- FL/ESCAMBIA BG3052 USGS QUAD - CANTONMENT (1987) BG3052 BG3052 *CURRENT SURVEY CONTROL BG3052 ___________________________________________________________________ BG3052* NAD 83(1986)- 30 31 13. (N) 087 18 48. (W) SCALED BG3052* NAVD 88 - 36.148 (meters) 118.60 (feet) ADJUSTED BG3052 ___________________________________________________________________ BG3052 GEOID HEIGHT- -27.60 (meters) GEOID03 BG3052 DYNAMIC HT - 36.101 (meters) 118.44 (feet) COMP BG3052 MODELED GRAV- 979,347.4 (mgal) NAVD 88 BG3052 BG3052 VERT ORDER - SECOND CLASS II BG3052 BG3052.The horizontal coordinates were scaled from a topographic map and have BG3052.an estimated accuracy of +/- 6 seconds. BG3052 BG3052.The orthometric height was determined by differential leveling BG3052.and adjusted by the National Geodetic Survey in June 1991. BG3052 BG3052.The geoid height was determined by GEOID03. BG3052 BG3052.The dynamic height is computed by dividing the NAVD 88 BG3052.geopotential number by the normal gravity value computed on the BG3052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BG3052.degrees latitude (g = 980.6199 gals.). BG3052 BG3052.The modeled gravity was interpolated from observed gravity values. BG3052 BG3052; North East Units Estimated Accuracy BG3052;SPC FL N - 171,850. 330,020. MT (+/- 180 meters Scaled) BG3052 BG3052 SUPERSEDED SURVEY CONTROL BG3052 BG3052 NGVD 29 (??/??/92) 36.187 (m) 118.72 (f) ADJ UNCH 2 2 BG3052 BG3052.Superseded values are not recommended for survey control. BG3052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG3052.See file dsdata.txt to determine how the superseded data were derived. BG3052 BG3052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU699764(NAD 83) BG3052_MARKER: DD = SURVEY DISK BG3052_SETTING: 36 = SET IN A MASSIVE STRUCTURE BG3052_SP_SET: BRIDGE GUARDRAIL BG3052_STAMPING: I10 A9 BG3052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BG3052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BG3052+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2004 BG3052 BG3052 HISTORY - Date Condition Report By BG3052 HISTORY - UNK MONUMENTED FLDT BG3052 HISTORY - 1974 GOOD FLDT BG3052 HISTORY - 20040320 GOOD USPSQD BG3052 HISTORY - 20050322 GOOD USPSQD BG3052 BG3052 STATION DESCRIPTION BG3052 BG3052'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974 BG3052'5.1 MI NW FROM PENSACOLA. BG3052'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND INTERSTATE BG3052'ROUTE 110, NORTH OF PENSACOLA, PROCEED WEST ON INTERSTATE BG3052'ROUTE 10 FOR ABOUT 5.1 MILES TO THE INTERSECTION OF STATE BG3052'ROUTE 297 AND BENCH MARK, WHICH IS SET IN A DRILL HOLE IN THE BG3052'TOP NORTHWEST END OF THE SOUTHWEST CONCRETE GUARDRAIL OF INTERSTATE BG3052'ROUTE 10 EASTBOUND BRIDGE OVER STATE ROUTE 297. IT IS 1.1 BG3052'FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE CONCRETE GUARDRAIL BG3052'AND 30.2 FEET SOUTHWEST OF CENTER OF INTERSTATE ROUTE 10 EASTBOUND BG3052'LANE. SECTION 11, T 1S, R 31W BG3052 BG3052 STATION RECOVERY (2004) BG3052 BG3052'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR) BG3052'RECOVERED IN GOOD CONDITION. BG3052 BG3052 STATION RECOVERY (2005) BG3052 BG3052'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) BG3052'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BG3053 *********************************************************************** BG3053 DESIGNATION - I10 B 9 BG3053 PID - BG3053 BG3053 STATE/COUNTY- FL/ESCAMBIA BG3053 USGS QUAD - CANTONMENT (1987) BG3053 BG3053 *CURRENT SURVEY CONTROL BG3053 ___________________________________________________________________ BG3053* NAD 83(1986)- 30 31 13. (N) 087 18 48. (W) SCALED BG3053* NAVD 88 - 35.900 (meters) 117.78 (feet) ADJUSTED BG3053 ___________________________________________________________________ BG3053 GEOID HEIGHT- -27.60 (meters) GEOID03 BG3053 DYNAMIC HT - 35.853 (meters) 117.63 (feet) COMP BG3053 MODELED GRAV- 979,347.4 (mgal) NAVD 88 BG3053 BG3053 VERT ORDER - SECOND CLASS II BG3053 BG3053.The horizontal coordinates were scaled from a topographic map and have BG3053.an estimated accuracy of +/- 6 seconds. BG3053 BG3053.The orthometric height was determined by differential leveling BG3053.and adjusted by the National Geodetic Survey in June 1991. BG3053 BG3053.The geoid height was determined by GEOID03. BG3053 BG3053.The dynamic height is computed by dividing the NAVD 88 BG3053.geopotential number by the normal gravity value computed on the BG3053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BG3053.degrees latitude (g = 980.6199 gals.). BG3053 BG3053.The modeled gravity was interpolated from observed gravity values. BG3053 BG3053; North East Units Estimated Accuracy BG3053;SPC FL N - 171,850. 330,020. MT (+/- 180 meters Scaled) BG3053 BG3053 SUPERSEDED SURVEY CONTROL BG3053 BG3053 NGVD 29 (??/??/92) 35.939 (m) 117.91 (f) ADJ UNCH 2 2 BG3053 BG3053.Superseded values are not recommended for survey control. BG3053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG3053.See file dsdata.txt to determine how the superseded data were derived. BG3053 BG3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU699764(NAD 83) BG3053_MARKER: DD = SURVEY DISK BG3053_SETTING: 36 = SET IN A MASSIVE STRUCTURE BG3053_SP_SET: BRIDGE GUARDRAIL BG3053_STAMPING: I10 B9 BG3053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BG3053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BG3053+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2004 BG3053 BG3053 HISTORY - Date Condition Report By BG3053 HISTORY - UNK MONUMENTED FLDT BG3053 HISTORY - 1974 GOOD FLDT BG3053 HISTORY - 20040320 GOOD USPSQD BG3053 HISTORY - 20050322 GOOD USPSQD BG3053 BG3053 STATION DESCRIPTION BG3053 BG3053'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974 BG3053'5.1 MI NW FROM PENSACOLA. BG3053'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND INTERSTATE BG3053'ROUTE 110, NORTH OF PENSACOLA, PROCEED WEST ON INTERSTATE BG3053'ROUTE 10 FOR ABOUT 5.1 MILES TO THE INTERSECTION OF STATE BG3053'ROUTE 297 AND BENCH MARK, WHICH IS SET IN A DRILL HOLE IN THE BG3053'TOP SOUTHEAST END OF THE SOUTHWEST CONCRETE GUARDRAIL OF INTERSTATE BG3053'ROUTE 10 WESTBOUND BRIDGE OVER STATE ROUTE 297. IT IS 1.0 BG3053'FOOT WEST OF THE EAST CORNER OF THE CONCRETE GUARDRAIL AND 18.5 BG3053'FEET SOUTHWEST OF CENTER OF INTERSTATE ROUTE 10 WESTBOUND LANE. BG3053'SECTION 12, T 1N, R 31W BG3053 BG3053 STATION RECOVERY (2004) BG3053 BG3053'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR) BG3053'RECOVERED IN GOOD CONDITION. BG3053 BG3053 STATION RECOVERY (2005) BG3053 BG3053'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) BG3053'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BG0015 *********************************************************************** BG0015 DESIGNATION - K 158 BG0015 PID - BG0015 BG0015 STATE/COUNTY- FL/ESCAMBIA BG0015 USGS QUAD - MC DAVID (1994) BG0015 BG0015 *CURRENT SURVEY CONTROL BG0015 ___________________________________________________________________ BG0015* NAD 83(1986)- 30 51 31. (N) 087 19 11. (W) SCALED BG0015* NAVD 88 - 13.823 (meters) 45.35 (feet) ADJUSTED BG0015 ___________________________________________________________________ BG0015 GEOID HEIGHT- -27.87 (meters) GEOID03 BG0015 DYNAMIC HT - 13.806 (meters) 45.30 (feet) COMP BG0015 MODELED GRAV- 979,363.8 (mgal) NAVD 88 BG0015 BG0015 VERT ORDER - FIRST CLASS II BG0015 BG0015.The horizontal coordinates were scaled from a topographic map and have BG0015.an estimated accuracy of +/- 6 seconds. BG0015 BG0015.The orthometric height was determined by differential leveling BG0015.and adjusted by the National Geodetic Survey in June 1991. BG0015 BG0015.The geoid height was determined by GEOID03. BG0015 BG0015.The dynamic height is computed by dividing the NAVD 88 BG0015.geopotential number by the normal gravity value computed on the BG0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BG0015.degrees latitude (g = 980.6199 gals.). BG0015 BG0015.The modeled gravity was interpolated from observed gravity values. BG0015 BG0015; North East Units Estimated Accuracy BG0015;SPC FL N - 209,360. 330,330. MT (+/- 180 meters Scaled) BG0015 BG0015 SUPERSEDED SURVEY CONTROL BG0015 BG0015 NGVD 29 (??/??/92) 13.827 (m) 45.36 (f) ADJ UNCH 1 2 BG0015 BG0015.Superseded values are not recommended for survey control. BG0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG0015.See file dsdata.txt to determine how the superseded data were derived. BG0015 BG0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV694139(NAD 83) BG0015_MARKER: DB = BENCH MARK DISK BG0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT BG0015_STAMPING: K 158 1955 BG0015_MARK LOGO: CGS BG0015_MAGNETIC: N = NO MAGNETIC MATERIAL BG0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG0015+STABILITY: SURFACE MOTION BG0015_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BG0015+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1991 BG0015 BG0015 HISTORY - Date Condition Report By BG0015 HISTORY - 1955 MONUMENTED CGS BG0015 HISTORY - 1965 GOOD NGS BG0015 HISTORY - 19910610 GOOD FLDNR BG0015 HISTORY - 19970221 GOOD BDE BG0015 HISTORY - 20050323 POOR FL-033 BG0015 BG0015 STATION DESCRIPTION BG0015 BG0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 BG0015'0.5 MI S FROM MC DAVID. BG0015'ABOUT 0.5 MILE S ALONG LOUISVILLE AND NASHVILLE R.R. OR ROAD BG0015'FROM RR DEAD-ENDED PAVED E-W POST OFFICE STREET IN MC DAVID, BG0015'ABOUT 0.3 MILE N OF NO. 618 MILEPOST, 46-1/2 FEET E OF E RAIL, BG0015'1.3 FEET HIGHER THAN TOP OF SAME, 30 FEET N OF CENTER LINE OF BG0015'GRADED PUBLIC ROAD, 21 FEET NE OF TELEPHONE POLE, 1.5 FEET N OF BG0015'STEEL WITNESS POST, AND PROJECTING 0.2 FOOT ABOVE GROUND. BG0015 BG0015 STATION RECOVERY (1991) BG0015 BG0015'RECOVERY NOTE BY FL DEPT OF NAT RES 1991 (VAC) BG0015'THE MARK IS ABOUT 0.7 MI (1.1 KM) SOUTH-SOUTHEAST OF MCDAVID, IN BG0015'SECTION 39, T 4 N, R 31 W. TO REACH THE MARK FROM THE NEW POST OFFICE BG0015'IN MCDAVID, GO EAST ON MAIN STREET FOR 0.15 MI (0.24 KM) TO A DIRT BG0015'SIDE ROAD RIGHT (RAILROAD STREET), TURN RIGHT ON THE DIRT ROAD BG0015'(RAILROAD STREET) AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE INTERSECTION BG0015'OF (MYSTIC SPRINGS ROAD), CONTINUE SOUTH THEN EAST ON OLD MYSTIC BG0015'SPRINGS ROAD FOR 0.05 MI (0.08 KM) CROSSING OVER THE RAILROAD TRACKS BG0015'TO THE MARK ON THE LEFT. LOCATED 48.4 FT (14.8 M) EAST OF THE BG0015'CENTERLINE OF THE RAILROAD TRACKS, 35.6 FT (10.9 M) NORTHEASTERLY OF BG0015'THE CENTERLINE OF MYSTIC SPRINGS ROAD, 14.8 FT (4.5 M) NORTHWESTERLY BG0015'OF A POWER POLE AND 1.0 FT (0.3 M) SOUTHWESTERLY OF A CARSONITE BG0015'WITNESS POST. BG0015 BG0015 STATION RECOVERY (1997) BG0015 BG0015'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1997 (RB) BG0015'RECOVERED AS DESCRIBED. BG0015 BG0015 STATION RECOVERY (2005) BG0015 BG0015'RECOVERY NOTE BY ESCAMBIA COUNTY FLORIDA 2005 (WFB) BG0015'FOUND ENTIRE 12 INCH CONCRETE BASE IN PLACE. BRASS CAP NOT RECOVERED. BG0015'DESTROYED BY RAILROAD MAINTAINENCE.