1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 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- -28.39 (meters) GEOID99 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 GEOID99. 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 MT (+/- 180 meters Scaled) BC2483 BC2483 SUPERSEDED SURVEY CONTROL BC2483 BC2483 NGVD 29 - 8.910 (m) 29.23 (f) ADJUSTED 1 2 BC2483 BC2483.Superseded values are not recommended for survey control.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 BC2483.See file dsdata.txt to determine how the superseded data were derived.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_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 = JULY 30, 2003 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- -28.35 (meters) GEOID99 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 GEOID99. 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 - 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 = HEADWALL BC1516_STAMPING: B 325 RESET 1979 BC1516_MARK LOGO: NGS BC1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BC1516+STABILITY: SURFACE MOTION BC1516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BC1516+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1991 BC1516 BC1516 HISTORY - Date Condition Report By BC1516 HISTORY - 1979 MONUMENTED NGS BC1516 HISTORY - 19910419 GOOD NGS 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. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BC1507 *********************************************************************** BC1507 DESIGNATION - C 325 RESET BC1507 PID - BC1507 BC1507 STATE/COUNTY- FL/DUVAL BC1507 USGS QUAD - TROUT RIVER (1992) BC1507 BC1507 *CURRENT SURVEY CONTROL BC1507 ___________________________________________________________________ BC1507* NAD 83(1986)- 30 24 34. (N) 081 37 29. (W) SCALED BC1507* NAVD 88 - 9.450 (meters) 31.00 (feet) ADJUSTED BC1507 ___________________________________________________________________ BC1507 GEOID HEIGHT- -28.37 (meters) GEOID99 BC1507 DYNAMIC HT - 9.438 (meters) 30.96 (feet) COMP BC1507 MODELED GRAV- 979,370.4 (mgal) NAVD 88 BC1507 BC1507 VERT ORDER - FIRST CLASS II BC1507 BC1507.The horizontal coordinates were scaled from a topographic map and have BC1507.an estimated accuracy of +/- 6 seconds. BC1507 BC1507.The orthometric height was determined by differential leveling BC1507.and adjusted by the National Geodetic Survey in May 1994. BC1507 BC1507.The geoid height was determined by GEOID99. BC1507 BC1507.The dynamic height is computed by dividing the NAVD 88 BC1507.geopotential number by the normal gravity value computed on the BC1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BC1507.degrees latitude (g = 980.6199 gals.). BC1507 BC1507.The modeled gravity was interpolated from observed gravity values. BC1507 BC1507; North East Units Estimated Accuracy BC1507;SPC FL E - 673,420. 139,980. MT (+/- 180 meters Scaled) BC1507 BC1507 SUPERSEDED SURVEY CONTROL BC1507 BC1507 NGVD 29 - 9.774 (m) 32.07 (f) ADJUSTED 1 2 BC1507 BC1507.Superseded values are not recommended for survey control. BC1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BC1507.See file dsdata.txt to determine how the superseded data were derived. BC1507 BC1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP399643(NAD 83) BC1507_MARKER: DV = VERTICAL CONTROL DISK BC1507_SETTING: 32 = HEADWALL BC1507_STAMPING: C 325 RESET 1979 BC1507_MARK LOGO: NGS BC1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BC1507+STABILITY: SURFACE MOTION BC1507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BC1507+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1991 BC1507 BC1507 HISTORY - Date Condition Report By BC1507 HISTORY - 1979 MONUMENTED NGS BC1507 HISTORY - 19910419 GOOD NGS BC1507 BC1507 STATION DESCRIPTION BC1507 BC1507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 BC1507'9.0 MI NE FROM JACKSONVILLE. BC1507'1.5 MILES EAST ALONG STATE ROUTE 105 (HECKSCHER DRIVE) FROM ITS BC1507'JUNCTION WITH U.S. HIGHWAY 17, THAT IS ABOUT 7.5 MILES NORTH OF BC1507'JACKSONVILLE, 86.0 FEET SOUTHEAST OF THE CENTER OF STATE ROUTE BC1507'105, 65.0 FEET NORTHEAST OF A POWERLINE POLE BRACE, AND 31.5 FEET BC1507'SOUTH OF THE CENTER OF SURFACED ROAD TO THE EAST. BC1507 BC1507 STATION RECOVERY (1991) BC1507 BC1507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 BC1507'5.4 KM (3.4 MI) NORTHERLY ALONG U.S. HIGHWAY 17 (NORTH MAIN STREET) BC1507'FROM THE JUNCTION OF U.S. HIGHWAY 1 ALTERNATE IN JACKSONVILLE, BC1507'THENCE 2.5 KM (1.6 MI) EASTERLY ALONG STATE HIGHWAY 105 (HECKSCHER BC1507'DRIVE), IN TOP OF AND 1.9 M (6.2 FT) SOUTHEAST OF THE NORTHWEST END BC1507'OF THE SOUTHWEST CONCRETE HEADWALL OF A PIPE CULVERT, 20.0 M (65.6 BC1507'FT) SOUTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANES BC1507'OF THE HIGHWAY, 12.7 M (41.7 FT) SOUTHEAST OF THE SOUTHWEST END OF A BC1507'GUARDRAIL, 11.0 M (36.1 FT) SOUTHWEST OF THE CENTER OF AN ABANDONED BC1507'PAVED ROAD, AND 1.7 M (5.6 FT) SOUTHEAST OF A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BC1394 *********************************************************************** BC1394 TIDAL BM - This is a Tidal Bench Mark. BC1394 DESIGNATION - FT GEORGE 1 RESET BC1394 PID - BC1394 BC1394 STATE/COUNTY- FL/DUVAL BC1394 USGS QUAD - MAYPORT (1992) BC1394 BC1394 *CURRENT SURVEY CONTROL BC1394 ___________________________________________________________________ BC1394* NAD 83(1986)- 30 26 25. (N) 081 26 16. (W) SCALED BC1394* NAVD 88 - 2.86 (+/-2cm) 9.4 (feet) VERTCON BC1394 ___________________________________________________________________ BC1394 GEOID HEIGHT- -28.58 (meters) GEOID99 BC1394 BC1394 VERT ORDER - THIRD (See Below) BC1394 BC1394.The horizontal coordinates were scaled from a topographic map and have BC1394.an estimated accuracy of +/- 6 seconds. BC1394 BC1394.The NAVD 88 height was computed by applying the VERTCON shift value to BC1394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BC1394.The vertical order pertains to the superseded datum. BC1394 BC1394.This Tidal Bench Mark is designated as VM 5059 BC1394.by the Center for Operational Oceanographic Products and Services. BC1394 BC1394.The geoid height was determined by GEOID99. BC1394 BC1394; North East Units Estimated Accuracy BC1394;SPC FL E - 676,750. 157,950. MT (+/- 180 meters Scaled) BC1394 BC1394 SUPERSEDED SURVEY CONTROL BC1394 BC1394 NGVD 29 - 3.20 (m) 10.5 (f) RESET 3 BC1394 BC1394.Superseded values are not recommended for survey control. BC1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BC1394.See file dsdata.txt to determine how the superseded data were derived. BC1394 BC1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP579676(NAD 83) BC1394_MARKER: DV = VERTICAL CONTROL DISK BC1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BC1394_STAMPING: FT GEORGE NO 1 RESET 1977 BC1394_MARK LOGO: NGS BC1394_MAGNETIC: N = NO MAGNETIC MATERIAL BC1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BC1394+STABILITY: SURFACE MOTION BC1394 BC1394 HISTORY - Date Condition Report By BC1394 HISTORY - 1977 MONUMENTED NGS BC1394 HISTORY - 1978 GOOD FLDNR BC1394 HISTORY - 19880101 GOOD FLDNR BC1394 BC1394 STATION DESCRIPTION BC1394 BC1394'DESCRIBED BY FL DEPT OF NAT RES 1978 BC1394'3.3 MI NORTH FROM MAYPORT. BC1394'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY A1A FROM THE JUNCTION OF BC1394'STATE HIGHWAY 105 AND THE WEST LANDING OF THE MAYPORT FERRY AT MAYPORT BC1394'THENCE NORTH ALONG EDGEWOOD DRIVE FOR 0.55 MILE, THENCE 2.15 MILES BC1394'NORTH ALONG PALMETTO AVENUE. AT THE NORTH END OF FORT GEORGE ISLAND, BC1394'AT THE KINGSLEY PLANATION, 191.0 FEET EAST-NORTHEAST OF THE BC1394'NORTHEAST CORNER OF THE NORTH ONE OF THE TWO PLANTATION HOUSES, 98.0 BC1394'FEET NORTH-NORTHWEST OF THE EAST END OF THE NORTH HEDGE ROW OF TWO BC1394'THAT FORM A LANE, 28.0 FEET NORTHWEST OF THE EAST ONE OF SEVERAL PALM, BC1394'TREES, 24.5 FEET SOUTH OF WATER EMBANKMENT OF FORT GEORGE RIVER, 20.5 BC1394'FEET SOUTHEAST OF A 24-INCH CYPRESS TREE AND A DISK SET IN THE TOP OF BC1394'A 12-INCH ROUND CONCRETE MONUMENT.--NOTE MARK CAN BE LOCATED WITH A BC1394'METAL DETECTOR BC1394 BC1394 STATION RECOVERY (1988) BC1394 BC1394'RECOVERY NOTE BY FL DEPT OF NAT RES 1988 (RWH) BC1394'RECOVERED IN GOOD CONDITION. NOTE--EXCEPT EDGEWOOD DRIVE IS NOW KNOWN BC1394'AS FORT GEORGE ROAD, THE PALM TREE IS LOCATED 45 FT (13.7 M) SOUTH OF BC1394'THE EMBANKMENT, THE MARK IS 23 FT (7.0 M) SOUTH OF THE EMBANKMENT OF BC1394'THE FORT GEORGE RIVER NOT 24.5 FT,20.0 FT (6.1 M) SOUTHEAST OF A 24 BC1394'INCH CYPRESS TREE NOT 20.5 FT,THE MARK IS ALSO 78.5 FT (23.9 M) NORTH BC1394'OF BENCHMARK FT GEORGE NO 2 RESET 1977. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BC1393 *********************************************************************** BC1393 TIDAL BM - This is a Tidal Bench Mark. BC1393 DESIGNATION - FT GEORGE 2 RESET BC1393 PID - BC1393 BC1393 STATE/COUNTY- FL/DUVAL BC1393 USGS QUAD - MAYPORT (1992) BC1393 BC1393 *CURRENT SURVEY CONTROL BC1393 ___________________________________________________________________ BC1393* NAD 83(1986)- 30 26 24. (N) 081 26 16. (W) SCALED BC1393* NAVD 88 - 2.96 (+/-2cm) 9.7 (feet) VERTCON BC1393 ___________________________________________________________________ BC1393 GEOID HEIGHT- -28.58 (meters) GEOID99 BC1393 BC1393 VERT ORDER - THIRD (See Below) BC1393 BC1393.The horizontal coordinates were scaled from a topographic map and have BC1393.an estimated accuracy of +/- 6 seconds. BC1393 BC1393.The NAVD 88 height was computed by applying the VERTCON shift value to BC1393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BC1393.The vertical order pertains to the superseded datum. BC1393 BC1393.This Tidal Bench Mark is designated as VM 5060 BC1393.by the Center for Operational Oceanographic Products and Services. BC1393 BC1393.The geoid height was determined by GEOID99. BC1393 BC1393; North East Units Estimated Accuracy BC1393;SPC FL E - 676,720. 157,950. MT (+/- 180 meters Scaled) BC1393 BC1393 SUPERSEDED SURVEY CONTROL BC1393 BC1393 NGVD 29 - 3.31 (m) 10.9 (f) RESET 3 BC1393 BC1393.Superseded values are not recommended for survey control. BC1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BC1393.See file dsdata.txt to determine how the superseded data were derived. BC1393 BC1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP579676(NAD 83) BC1393_MARKER: DV = VERTICAL CONTROL DISK BC1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BC1393_STAMPING: FT GEORGE NO 2 RESET 1977 BC1393_MARK LOGO: NGS BC1393_MAGNETIC: N = NO MAGNETIC MATERIAL BC1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BC1393+STABILITY: SURFACE MOTION BC1393 BC1393 HISTORY - Date Condition Report By BC1393 HISTORY - 1977 MONUMENTED NGS BC1393 HISTORY - 1978 GOOD FLDNR BC1393 HISTORY - 19880101 GOOD FLDNR BC1393 HISTORY - 20011028 MARK NOT FOUND USPSQD BC1393 BC1393 STATION DESCRIPTION BC1393 BC1393'DESCRIBED BY FL DEPT OF NAT RES 1978 BC1393'3.3 MI NORTH FROM MAYPORT. BC1393'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY A1A FROM THE JUNCTION OF BC1393'STATE HIGHWAY 105 AND THE WEST LANDING OF THE MAYPORT FERRY AT MAYPORT BC1393'THENCE NORTH ALONG EDGEWOOD DRIVE FOR 0.55 MILE, THENCE 2.15 MILES BC1393'NORTH ALONG PALMETTO AVENUE. AT THE NORTH END OF FORT GEORGE ISLAND, BC1393'AT THE KINGSLEY PLANATION, 151.5 FEET NORTHEAST OF THE CENTER OF A BC1393'BRICK AND CONCRETE CISTERN 54.0 FEET SOUTH OF THE EAST ONE OF SEVERAL BC1393'PALM TREES, 31.0 FEET EAST OF THE EAST SIDE OF A 36-INCH TREE, 19.0 BC1393'FEET NORTH OF THE NORTH HEDGE ROW OF TWO EAST-WEST HEDGE ROWS THAT BC1393'FORM A LANE, 10.0 FEET WEST OF A 15-INCH TREE AND A DISK SET IN THE BC1393'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET 1-INCH BELOW THE BC1393'GROUND SURFACE. NOTE--MARK CAN BE LOCATED WITH A METAL DETECTOR BC1393 BC1393 STATION RECOVERY (1988) BC1393 BC1393'RECOVERY NOTE BY FL DEPT OF NAT RES 1988 (RWH) BC1393'RECOVERED IN GOOD CONDITION. NOTE--EXCEPT EDGEWOOD DRIVE IS NOW KNOWN BC1393'AS FORT GEORGE ROAD, DELETE 54.0 FT (16.5 M) SOUTH OF THE EASTERN MOST BC1393'PALM TREE OF SEVERAL PALMS, THE MARK IS 32.5 FT (9.9 M) EAST OF THE BC1393'EAST SIDE OF A 36 INCH HICKORY TREE NOT 31 FT,78.5 FT (23.9 M) SOUTH BC1393'OF BENCHMARK FT GEORGE NO 1 RESET 1977 AND 54.2 FT (16.5 M) NORTH OF BC1393'BENCHMARK FT GEORGE NO 3 RESET 1977. BC1393 BC1393 STATION RECOVERY (2001) BC1393 BC1393'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF) BC1393'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BC1392 *********************************************************************** BC1392 TIDAL BM - This is a Tidal Bench Mark. BC1392 DESIGNATION - FT GEORGE 3 RESET BC1392 PID - BC1392 BC1392 STATE/COUNTY- FL/DUVAL BC1392 USGS QUAD - MAYPORT (1992) BC1392 BC1392 *CURRENT SURVEY CONTROL BC1392 ___________________________________________________________________ BC1392* NAD 83(1986)- 30 26 23. (N) 081 26 16. (W) SCALED BC1392* NAVD 88 - 3.07 (+/-2cm) 10.1 (feet) VERTCON BC1392 ___________________________________________________________________ BC1392 GEOID HEIGHT- -28.58 (meters) GEOID99 BC1392 BC1392 VERT ORDER - THIRD (See Below) BC1392 BC1392.The horizontal coordinates were scaled from a topographic map and have BC1392.an estimated accuracy of +/- 6 seconds. BC1392 BC1392.The NAVD 88 height was computed by applying the VERTCON shift value to BC1392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BC1392.The vertical order pertains to the superseded datum. BC1392 BC1392.This Tidal Bench Mark is designated as VM 5061 BC1392.by the Center for Operational Oceanographic Products and Services. BC1392 BC1392.The geoid height was determined by GEOID99. BC1392 BC1392; North East Units Estimated Accuracy BC1392;SPC FL E - 676,690. 157,950. MT (+/- 180 meters Scaled) BC1392 BC1392 SUPERSEDED SURVEY CONTROL BC1392 BC1392 NGVD 29 - 3.42 (m) 11.2 (f) RESET 3 BC1392 BC1392.Superseded values are not recommended for survey control. BC1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BC1392.See file dsdata.txt to determine how the superseded data were derived. BC1392 BC1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP579675(NAD 83) BC1392_MARKER: DV = VERTICAL CONTROL DISK BC1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BC1392_STAMPING: FT GEORGE NO 3 RESET 1977 BC1392_MARK LOGO: NGS BC1392_MAGNETIC: N = NO MAGNETIC MATERIAL BC1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BC1392+STABILITY: SURFACE MOTION BC1392 BC1392 HISTORY - Date Condition Report By BC1392 HISTORY - 1977 MONUMENTED NGS BC1392 HISTORY - 1978 GOOD FLDNR BC1392 HISTORY - 19880101 GOOD FLDNR BC1392 HISTORY - 20011028 MARK NOT FOUND USPSQD BC1392 BC1392 STATION DESCRIPTION BC1392 BC1392'DESCRIBED BY FL DEPT OF NAT RES 1978 BC1392'3.3 MI NORTH FROM MAYPORT. BC1392'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY A1A FROM THE JUNCTION OF BC1392'STATE HIGHWAY 105 AND THE WEST LANDING OF THE MAYPORT FERRY AT MAYPORT BC1392'THENCE NORTH ALONG EDGEWOOD DRIVE FOR 0.55 MILE, THENCE 2.15 MILES BC1392'NORTH ALONG PALMETTO AVENUE. AT THE NORTH END OF FORT GEORGE ISLAND, BC1392'AT THE KINGSLEY PLANATION, 147 FEET EAST OF CENTER OF BRICK AND BC1392'CONCRETE CISTERN, 123 FEET NORTHEAST OF THE NORTHEAST CORNER OF STABLE BC1392'AND CARRIAGE HOUSE 14.5 FEET SOUTHEAST OF THE EAST EDGE OF THE SOUTH BC1392'ONE OF TWO EAST-WEST HEDGE ROWS THAT FORM A LANE, 11.0 FEET SOUTHWEST BC1392'OF A 48 INCH CEDAR TREE AND A DISK SET IN THE TOP OF A 12 INCH ROUND BC1392'CONCRETE MONUMENT THAT IS SET 1 INCH BELOW THE GROUND SURFACE. NOTE-- BC1392'MARK CAN BE LOCATED WITH A METAL DETECTOR. BC1392 BC1392 STATION RECOVERY (1988) BC1392 BC1392'RECOVERY NOTE BY FL DEPT OF NAT RES 1988 (RWH) BC1392'RECOVERED IN GOOD CONDITION. NOTE--EXCEPT EDGEWOOD DRIVE IS NOW KNOWN BC1392'AS FORT GEORGE ROAD, THE MARK IS 54.2 FT (16.5 M) SOUTH OF BENCHMARK BC1392'FT GEORGE NO 2 RESET 1977. BC1392 BC1392 STATION RECOVERY (2001) BC1392 BC1392'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF) BC1392'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BC2484 *********************************************************************** BC2484 TIDAL BM - This is a Tidal Bench Mark. BC2484 DESIGNATION - J 325 RESET BC2484 PID - BC2484 BC2484 STATE/COUNTY- FL/DUVAL BC2484 USGS QUAD - EASTPORT (1992) BC2484 BC2484 *CURRENT SURVEY CONTROL BC2484 ___________________________________________________________________ BC2484* NAD 83(1986)- 30 24 45. (N) 081 34 13. (W) SCALED BC2484* NAVD 88 - 1.079 (meters) 3.54 (feet) ADJUSTED BC2484 ___________________________________________________________________ BC2484 GEOID HEIGHT- -28.43 (meters) GEOID99 BC2484 DYNAMIC HT - 1.078 (meters) 3.54 (feet) COMP BC2484 MODELED GRAV- 979,368.7 (mgal) NAVD 88 BC2484 BC2484 VERT ORDER - FIRST CLASS II BC2484 BC2484.The horizontal coordinates were scaled from a topographic map and have BC2484.an estimated accuracy of +/- 6 seconds. BC2484 BC2484.The orthometric height was determined by differential leveling BC2484.and adjusted by the National Geodetic Survey in May 1994. BC2484 BC2484.This Tidal Bench Mark is designated as VM 13520 BC2484.by the Center for Operational Oceanographic Products and Services. BC2484 BC2484.The geoid height was determined by GEOID99. BC2484 BC2484.The dynamic height is computed by dividing the NAVD 88 BC2484.geopotential number by the normal gravity value computed on the BC2484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BC2484.degrees latitude (g = 980.6199 gals.). BC2484 BC2484.The modeled gravity was interpolated from observed gravity values. BC2484 BC2484; North East Units Estimated Accuracy BC2484;SPC FL E - 673,730. 145,210. MT (+/- 180 meters Scaled) BC2484 BC2484 SUPERSEDED SURVEY CONTROL BC2484 BC2484 NGVD 29 - 1.407 (m) 4.62 (f) ADJUSTED 1 2 BC2484 BC2484.Superseded values are not recommended for survey control. BC2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BC2484.See file dsdata.txt to determine how the superseded data were derived. BC2484 BC2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP452646(NAD 83) BC2484_MARKER: DV = VERTICAL CONTROL DISK BC2484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BC2484_STAMPING: J 325 RESET 1987 BC2484_MARK LOGO: LOCSUR BC2484_PROJECTION: FLUSH BC2484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BC2484+STABILITY: SURFACE MOTION BC2484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BC2484+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1991 BC2484 BC2484 HISTORY - Date Condition Report By BC2484 HISTORY - 1987 MONUMENTED LOCSUR BC2484 HISTORY - 19910419 GOOD NGS BC2484 BC2484 STATION DESCRIPTION BC2484 BC2484'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 BC2484'20.3 KM (12.60 MI) NE FROM JACKSONVILLE. BC2484'7.5 MILES NORTH ALONG THE SEABOARD AIR LINE, RAILROAD FROM THE STATION BC2484'IN JACKSONVILLE, THENCE 5.1 MILES EAST ALONG STATE HIGHWAY 105, ABOUT BC2484'0.6 MILES EAST OF THE EAST END OF THE LARGE HIGHWAY BRIDGE OVER DUNN BC2484'CREEK. 1748 FEET WEST OF CENTER LINE OF STATE ROAD 9A. 176 FEET BC2484'NORTH OF THE CENTER LINE OF HECKSCHER DRIVE. 27 FEET WEST OF WEST BC2484'EDGE OF HECKSCHER DRIVE BAPTIST CHURCH, 2.2 FEET EAST OF EAST EDGE OF BC2484'14 INCH X 14 INCH CONCRETE ELECTRIC POLE. 1.7 FEET SOUTH OF A METAL BC2484'WITNESS POST. BC2484 BC2484 STATION RECOVERY (1991) BC2484 BC2484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 BC2484'5.4 KM (3.4 MI) NORTHERLY ALONG U.S. HIGHWAY 17 (NORTH MAIN STREET) BC2484'FROM THE JUNCTION OF U.S. HIGHWAY 1 ALTERNATE IN JACKSONVILLE, BC2484'THENCE 8.3 KM (5.2 MI) EASTERLY ALONG STATE HIGHWAY 105 (HECKSCHER BC2484'DRIVE), 48.1 M (157.8 FT) NORTH OF AND LEVEL WITH THE CENTER OF THE BC2484'WESTBOUND LANES OF THE HIGHWAY, 14.7 M (48.2 FT) NORTH-NORTHWEST OF BC2484'THE SOUTHWEST CORNER OF THE MARTIN SANDWICH SHOP, 8.3 M (27.2 FT) BC2484'WEST OF THE WEST FACE OF THE BUILDING, 0.7 M (2.3 FT) EAST OF A BC2484'UTILITY POLE WITH 2 GUY CABLES, 0.4 M (1.3 FT) SOUTH OF A WITNESS BC2484'POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND BC2484'SURFACE. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BC1382 *********************************************************************** BC1382 DESIGNATION - R 2 RESET BC1382 PID - BC1382 BC1382 STATE/COUNTY- FL/DUVAL BC1382 USGS QUAD - JACKSONVILLE (1994) BC1382 BC1382 *CURRENT SURVEY CONTROL BC1382 ___________________________________________________________________ BC1382* NAD 83(1986)- 30 19 38. (N) 081 39 43. (W) SCALED BC1382* NAVD 88 - 2.43 (+/-2cm) 8.0 (feet) VERTCON BC1382 ___________________________________________________________________ BC1382 GEOID HEIGHT- -28.31 (meters) GEOID99 BC1382 BC1382 VERT ORDER - THIRD (See Below) BC1382 BC1382.The horizontal coordinates were scaled from a topographic map and have BC1382.an estimated accuracy of +/- 6 seconds. BC1382 BC1382.The NAVD 88 height was computed by applying the VERTCON shift value to BC1382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BC1382.The vertical order pertains to the superseded datum. BC1382 BC1382.The geoid height was determined by GEOID99. BC1382 BC1382; North East Units Estimated Accuracy BC1382;SPC FL E - 664,330. 136,350. MT (+/- 180 meters Scaled) BC1382 BC1382 SUPERSEDED SURVEY CONTROL BC1382 BC1382 NGVD 29 - 2.75 (m) 9.0 (f) RESET 3 BC1382 BC1382.Superseded values are not recommended for survey control. BC1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BC1382.See file dsdata.txt to determine how the superseded data were derived. BC1382 BC1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP363552(NAD 83) BC1382_MARKER: DB = BENCH MARK DISK BC1382_SETTING: 31 = SIDEWALK BC1382_STAMPING: R 2 RESET 1977 BC1382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY BC1382 BC1382 HISTORY - Date Condition Report By BC1382 HISTORY - 1977 MONUMENTED NGS BC1382 HISTORY - 19900101 MARK NOT FOUND NGS BC1382 BC1382 STATION DESCRIPTION BC1382 BC1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 BC1382'IN JACKSONVILLE. BC1382'IN JACKSONVILLE, IN THE DOWNTOWN BUSINESS SECTION, ON THE BC1382'NORTH SIDE OF WEST BAY STREET MIDWAY BETWEEN NORTH JULIA AND BC1382'NORTH HOGAN STREET, 29.0 FEET NORTH OF THE CENTER OF WEST BAY BC1382'STREET, 23.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BC1382'ATLANTIC BANK BUILDING, 10.5 FEET EAST OF A FIRE HYDRANT, 5.2 BC1382'FEET SOUTH OF THE CENTER OF A 26-INCH MANHOLE COVER, AND 1.0 FOOT BC1382'NORTH OF THE NORTH CURB OF WEST BAY STREET. BC1382 BC1382 STATION RECOVERY (1990) BC1382 BC1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (DW) BC1382'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG9342 *********************************************************************** AG9342 DESIGNATION - U 252 RESET AG9342 PID - AG9342 AG9342 STATE/COUNTY- FL/DUVAL AG9342 USGS QUAD - BEE RIDGE (1987) AG9342 AG9342 *CURRENT SURVEY CONTROL AG9342 ___________________________________________________________________ AG9342* NAD 83(1986)- 27 17 54. (N) 082 29 13. (W) SCALED AG9342* NAVD 88 - 10.15 (meters) 33.3 (feet) RESET AG9342 ___________________________________________________________________ AG9342 GEOID HEIGHT- -24.22 (meters) GEOID99 AG9342 AG9342 VERT ORDER - THIRD AG9342 AG9342.The horizontal coordinates were scaled from a topographic map and have AG9342.an estimated accuracy of +/- 6 seconds. AG9342 AG9342.The orthometric height was computed from unverified reset data. AG9342.No vertical observational check was made to the station. AG9342 AG9342.The geoid height was determined by GEOID99. AG9342 AG9342; North East Units Estimated Accuracy AG9342;SPC FL E - 329,340. 52,800. MT (+/- 180 meters Scaled) AG9342 AG9342 SUPERSEDED SURVEY CONTROL AG9342 AG9342 NGVD 29 - 10.48 (m) 34.4 (f) RESET 3 AG9342 AG9342.Superseded values are not recommended for survey control. AG9342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG9342.See file dsdata.txt to determine how the superseded data were derived. AG9342 AG9342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL528203(NAD 83) AG9342_MARKER: DB = BENCH MARK DISK AG9342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG9342_STAMPING: U 252 RESET 1984 AG9342_MARK LOGO: LOCSUR AG9342_PROJECTION: FLUSH AG9342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG9342+STABILITY: SURFACE MOTION AG9342 AG9342 HISTORY - Date Condition Report By AG9342 HISTORY - 1984 MONUMENTED LOCSUR AG9342 AG9342 STATION DESCRIPTION AG9342 AG9342'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984 AG9342'8.4 KM (5.25 MI) SE FROM SARASOTA. AG9342'5.25 MILES S/E ALONG THE SEABOARD AIR LINE RAILROAD FROM THE STA. IN AG9342'SARASOTA, 0.25 MILE N. OF MILEPOST 889, NEAR THE XING OF BEERIDGE RD. AG9342'25.5 FEET E. OF THE E. RAIL OF MAIN TRACK, 55.0 FEET N. OF NEW AG9342'BEERIDGE RD, BETWEEN SIGNAL GATE AND SIGNAL BOX, 5.0 FT N. OF AG9342'SIDEWALK. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BC1308 *********************************************************************** BC1308 DESIGNATION - Y 142 RESET BC1308 PID - BC1308 BC1308 STATE/COUNTY- FL/DUVAL BC1308 USGS QUAD - TROUT RIVER (1992) BC1308 BC1308 *CURRENT SURVEY CONTROL BC1308 ___________________________________________________________________ BC1308* NAD 83(1986)- 30 25 42. (N) 081 38 17. (W) SCALED BC1308* NAVD 88 - 6.30 (+/-2cm) 20.7 (feet) VERTCON BC1308 ___________________________________________________________________ BC1308 GEOID HEIGHT- -28.36 (meters) GEOID99 BC1308 BC1308 VERT ORDER - THIRD (See Below) BC1308 BC1308.The horizontal coordinates were scaled from a topographic map and have BC1308.an estimated accuracy of +/- 6 seconds. BC1308 BC1308.The NAVD 88 height was computed by applying the VERTCON shift value to BC1308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BC1308.The vertical order pertains to the superseded datum. BC1308 BC1308.The geoid height was determined by GEOID99. BC1308 BC1308; North East Units Estimated Accuracy BC1308;SPC FL E - 675,520. 138,710. MT (+/- 180 meters Scaled) BC1308 BC1308 SUPERSEDED SURVEY CONTROL BC1308 BC1308 NGVD 29 - 6.62 (m) 21.7 (f) RESET 3 BC1308 BC1308.Superseded values are not recommended for survey control. BC1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BC1308.See file dsdata.txt to determine how the superseded data were derived. BC1308 BC1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP387664(NAD 83) BC1308_MARKER: DB = BENCH MARK DISK BC1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BC1308_STAMPING: Y 142 RESET 1974 BC1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BC1308+STABILITY: SURFACE MOTION BC1308 BC1308 HISTORY - Date Condition Report By BC1308 HISTORY - 1974 MONUMENTED NGS BC1308 BC1308 STATION DESCRIPTION BC1308 BC1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 BC1308'3.5 MI S FROM OCEANWAY. BC1308'ABOUT 3.5 MILES SOUTH OF OCEANWAY, 0.9 MILE NORTHEAST OF BC1308'ABANDONED IMERSON FIELD ADMINISTRATION AND CONTROL TOWER BC1308'BUILDING, 0.2 MILE SOUTHWEST OF LARGE BUILDING USED BY THE PAN BC1308'AMERICAN GYRO-TEX COMPANY, OR 0.6 MILE NORTH AND EAST ALONG BC1308'SURFACED ROAD FROM THE CONTROL TOWER BUILDING TO THE NORTHEAST BC1308'CORNER OF A LARGE SEARS WAREHOUSE BUILDING, THENCE NORTH ALONG BC1308'SURFACED ROAD 0.35 MILE, THENCE EAST ALONG SURFACED ROAD 0.35 BC1308'MILE TO A SIDE ROAD RIGHT, THENCE RIGHT SOUTH FOR 0.1 MILE, BC1308'THENCE WEST ON SURFACED ROAD 0.05 MILE TO SIDE ROAD LEFT, BC1308'THENCE LEFT FOR 0.05 MILE, 60 FEET SOUTHWEST OF THE CENTER BC1308'OF PROPOSED ROAD, 89 FEET SOUTH OF THE CENTER OF THE LARGEST OF BC1308'5 CEDAR TREES, 5 FEET NORTHWEST OF CENTER OF METAL DRAIN, 2 BC1308'FEET SOUTHEAST OF A METAL WITNESS POST, A DISK SET IN THE TOP BC1308'OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH WITH THE BC1308'GROUND AND ON WEBB INTERPRIZES.