1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 BC2110 *********************************************************************** BC2110 DESIGNATION - BARNETT NATL BANK CHIM ON COR BC2110 PID - BC2110 BC2110 STATE/COUNTY- FL/DUVAL BC2110 USGS QUAD - JACKSONVILLE (1994) BC2110 BC2110 *CURRENT SURVEY CONTROL BC2110 ___________________________________________________________________ BC2110* NAD 83(1990)- 30 19 40.37867(N) 081 39 34.23763(W) ADJUSTED BC2110* NAVD 88 - BC2110 ___________________________________________________________________ BC2110 LAPLACE CORR- -1.11 (seconds) DEFLEC99 BC2110 GEOID HEIGHT- -28.31 (meters) GEOID99 BC2110 BC2110 HORZ ORDER - THIRD BC2110 BC2110.The horizontal coordinates were established by classical geodetic methods BC2110.and adjusted by the National Geodetic Survey in May 1991. BC2110 BC2110 BC2110.The Laplace correction was computed from DEFLEC99 derived deflections. BC2110 BC2110.The geoid height was determined by GEOID99. BC2110 BC2110; North East Units Scale Converg. BC2110;SPC FL E - 664,397.308 136,579.556 MT 0.99999078 -0 19 58.9 BC2110;UTM 17 - 3,355,302.599 436,601.195 MT 0.99964959 -0 19 58.9 BC2110 BC2110 SUPERSEDED SURVEY CONTROL BC2110 BC2110 NAD 83(1986)- 30 19 40.38563(N) 081 39 34.24684(W) AD( ) 4 BC2110 NAD 27 - 30 19 39.53000(N) 081 39 34.90000(W) AD( ) 3 BC2110 BC2110.Superseded values are not recommended for survey control. BC2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BC2110.See file dsdata.txt to determine how the superseded data were derived. BC2110 BC2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3660155303(NAD 83) BC2110_MARKER: 85 = CHIMNEY BC2110 BC2110 HISTORY - Date Condition Report By BC2110 HISTORY - 1932 FIRST OBSERVED CGS BC2110 HISTORY - 1935 GOOD CGS BC2110 HISTORY - 1958 GOOD CGS BC2110 HISTORY - 20030412 MARK NOT FOUND USPSQD BC2110 BC2110 STATION DESCRIPTION BC2110 BC2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (HAP) BC2110'THE BRICK CHIMNEY ON THE SW CORNER OF THE BARNETT NATIONAL BC2110'BANK BUILDING, WHICH IS LOCATED ON THE SW CORNER OF LAURA AND BC2110'ADAMS STREETS, JACKSONVILLE. CHIMNEY IS ABOUT 4 FEET SQUARE AND BC2110'IS THE HIGHEST POINT ON THE BUILDING. BUILT IN 1926. POSITION BC2110'CHECKED BY PLANE TABLE. BC2110 BC2110 STATION RECOVERY (1958) BC2110 BC2110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JPR) BC2110'THE STATION WAS RECOVERED IN GOOD CONDITION. THE RECOVERY NOTE BC2110'BY H.A.P. IN 1935 IS ADEQUATE. BC2110 BC2110 STATION RECOVERY (2003) BC2110 BC2110'RECOVERY NOTE BY US POWER SQUADRON 2003 (RBS) BC2110'THE BUILDING IS NOW THE BANK OF AMERICA (BOA) BUILDING. THERE ARE NOW BC2110'ADJACENT BUILDINGS TO THE WEST, SOUTH WEST AND SOUTH OF THE BOA BC2110'BUILDING WITH ZERO SPACING BETWEEN THE WALLS. IT IS THEREFOR NOT BC2110'POSSIBLE TO ACCESS THE SW CORNER OF THE BUILDING AT GROUND LEVEL. THE BC2110'BOA BUILDING IS TALLER THAT THE ADJACENT BUILDINGS, SO THE SW CORNER BC2110'CAN BE OBSERVED. NO 4 FOOT CHIMNEY COULD BE DISCERNED FROM STREET BC2110'LEVEL. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 BC2521 *********************************************************************** BC2521 DESIGNATION - BOLT BC2521 PID - BC2521 BC2521 STATE/COUNTY- FL/DUVAL BC2521 USGS QUAD - JACKSONVILLE (1994) BC2521 BC2521 *CURRENT SURVEY CONTROL BC2521 ___________________________________________________________________ BC2521* NAD 83(1986)- 30 19 19. (N) 081 39 31. (W) SCALED BC2521* NAVD 88 - 9.258 (meters) 30.37 (feet) ADJUSTED BC2521 ___________________________________________________________________ BC2521 GEOID HEIGHT- -28.31 (meters) GEOID99 BC2521 DYNAMIC HT - 9.246 (meters) 30.33 (feet) COMP BC2521 MODELED GRAV- 979,362.8 (mgal) NAVD 88 BC2521 BC2521 VERT ORDER - FIRST CLASS II BC2521 BC2521.The horizontal coordinates were scaled from a topographic map and have BC2521.an estimated accuracy of +/- 6 seconds. BC2521 BC2521.The orthometric height was determined by differential leveling BC2521.and adjusted by the National Geodetic Survey in May 1994. BC2521 BC2521.The geoid height was determined by GEOID99. BC2521 BC2521.The dynamic height is computed by dividing the NAVD 88 BC2521.geopotential number by the normal gravity value computed on the BC2521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BC2521.degrees latitude (g = 980.6199 gals.). BC2521 BC2521.The modeled gravity was interpolated from observed gravity values. BC2521 BC2521; North East Units Estimated Accuracy BC2521;SPC FL E - 663,740. 136,660. MT (+/- 180 meters Scaled) BC2521 BC2521 SUPERSEDED SURVEY CONTROL BC2521 BC2521 NGVD 29 - 9.590 (m) 31.46 (f) ADJUSTED 1 2 BC2521 BC2521.Superseded values are not recommended for survey control. BC2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BC2521.See file dsdata.txt to determine how the superseded data were derived. BC2521 BC2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP366546(NAD 83) BC2521_MARKER: B = BOLT BC2521_SETTING: 31 = SIDEWALK BC2521_MAGNETIC: N = NO MAGNETIC MATERIAL BC2521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY BC2521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BC2521+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1991 BC2521 BC2521 HISTORY - Date Condition Report By BC2521 HISTORY - UNK MONUMENTED RBNF BC2521 HISTORY - 19910506 GOOD NGS BC2521 HISTORY - 20030412 MARK NOT FOUND USPSQD BC2521 BC2521 STATION DESCRIPTION BC2521 BC2521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 BC2521'IN JACKSONVILLE, AT THE INTERSECTION OF U.S. HIGHWAY 17 AND THE SAINT BC2521'JOHNS RIVER, THE MOST NORTHEASTERLY BOLT IN THE CONCRETE WALKWAY AT BC2521'THE SOUTH END OF THE EAST METAL SPAND OF THE HIGHWAY BRIDGE SPANNING BC2521'THE RIVER, AND 6.7 M (22.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY. BC2521 BC2521 STATION RECOVERY (2003) BC2521 BC2521'RECOVERY NOTE BY US POWER SQUADRON 2003 BC2521'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 BC0358 *********************************************************************** BC0358 DESIGNATION - H 142 RESET BC0358 PID - BC0358 BC0358 STATE/COUNTY- FL/DUVAL BC0358 USGS QUAD - JACKSONVILLE (1994) BC0358 BC0358 *CURRENT SURVEY CONTROL BC0358 ___________________________________________________________________ BC0358* NAD 83(1986)- 30 19 30. (N) 081 39 29. (W) SCALED BC0358* NAVD 88 - 2.945 (meters) 9.66 (feet) ADJUSTED BC0358 ___________________________________________________________________ BC0358 GEOID HEIGHT- -28.31 (meters) GEOID99 BC0358 DYNAMIC HT - 2.942 (meters) 9.65 (feet) COMP BC0358 MODELED GRAV- 979,363.1 (mgal) NAVD 88 BC0358 BC0358 VERT ORDER - FIRST CLASS I BC0358 BC0358.The horizontal coordinates were scaled from a topographic map and have BC0358.an estimated accuracy of +/- 6 seconds. BC0358 BC0358.The orthometric height was determined by differential leveling BC0358.and adjusted by the National Geodetic Survey in June 1991. BC0358 BC0358.The geoid height was determined by GEOID99. BC0358 BC0358.The dynamic height is computed by dividing the NAVD 88 BC0358.geopotential number by the normal gravity value computed on the BC0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BC0358.degrees latitude (g = 980.6199 gals.). BC0358 BC0358.The modeled gravity was interpolated from observed gravity values. BC0358 BC0358; North East Units Estimated Accuracy BC0358;SPC FL E - 664,080. 136,720. MT (+/- 180 meters Scaled) BC0358 BC0358 SUPERSEDED SURVEY CONTROL BC0358 BC0358 NGVD 29 - 3.27 (m) 10.7 (f) RESET 3 BC0358 BC0358.Superseded values are not recommended for survey control. BC0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BC0358.See file dsdata.txt to determine how the superseded data were derived. BC0358 BC0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP367549(NAD 83) BC0358_MARKER: DB = BENCH MARK DISK BC0358_SETTING: 36 = BRIDGE BC0358_STAMPING: H 142 RESET 1955 BC0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BC0358 BC0358 HISTORY - Date Condition Report By BC0358 HISTORY - 1955 MONUMENTED LOCENG BC0358 HISTORY - 1975 GOOD NGS BC0358 HISTORY - 20030412 MARK NOT FOUND USPSQD BC0358 BC0358 STATION DESCRIPTION BC0358 BC0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 BC0358'AT JACKSONVILLE. BC0358'0.05 MILES SOUTH ALONG MAIN STREET (U.S. HIGHWAY 17) FROM ITS BC0358'INTERSECTION WITH BAY STREET AT JACKSONVILLE, SET VERTICALLY IN BC0358'THE WEST FACE OF THE EAST CONCRETE GUARD RAIL AT THE NORTH BC0358'END OF THE MAIN ST. BRIDGE (U.S. HIGHWAY 17) OVER THE ST. JOHNS BC0358'RIVER, 62 FEET EAST OF THE CENTER LINE OF MAIN STREET, 3 FEET BC0358'EAST OF THE EAST CURB OF A RAMP LEADING TO INDEPENDENT STREET, BC0358'ABOUT 1 FOOT ABOVE THE LEVEL OF THE SIDEWALK. BC0358 BC0358 STATION RECOVERY (2003) BC0358 BC0358'RECOVERY NOTE BY US POWER SQUADRON 2003 (RBS) BC0358'PID BC0942 IS ALSO STAMPED H 142 RESET FOLLOWED BY 1974. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 BC0942 *********************************************************************** BC0942 DESIGNATION - H 142 RESET BC0942 PID - BC0942 BC0942 STATE/COUNTY- FL/DUVAL BC0942 USGS QUAD - JACKSONVILLE (1994) BC0942 BC0942 *CURRENT SURVEY CONTROL BC0942 ___________________________________________________________________ BC0942* NAD 83(1986)- 30 19 30. (N) 081 39 28. (W) SCALED BC0942* NAVD 88 - 9.225 (meters) 30.27 (feet) ADJUSTED BC0942 ___________________________________________________________________ BC0942 GEOID HEIGHT- -28.31 (meters) GEOID99 BC0942 DYNAMIC HT - 9.213 (meters) 30.23 (feet) COMP BC0942 MODELED GRAV- 979,363.1 (mgal) NAVD 88 BC0942 BC0942 VERT ORDER - FIRST CLASS II BC0942 BC0942.The horizontal coordinates were scaled from a topographic map and have BC0942.an estimated accuracy of +/- 6 seconds. BC0942 BC0942.The orthometric height was determined by differential leveling BC0942.and adjusted by the National Geodetic Survey in May 1994. BC0942 BC0942.The geoid height was determined by GEOID99. BC0942 BC0942.The dynamic height is computed by dividing the NAVD 88 BC0942.geopotential number by the normal gravity value computed on the BC0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BC0942.degrees latitude (g = 980.6199 gals.). BC0942 BC0942.The modeled gravity was interpolated from observed gravity values. BC0942 BC0942; North East Units Estimated Accuracy BC0942;SPC FL E - 664,080. 136,740. MT (+/- 180 meters Scaled) BC0942 BC0942 SUPERSEDED SURVEY CONTROL BC0942 BC0942 NGVD 29 - 9.557 (m) 31.35 (f) ADJUSTED 1 2 BC0942 BC0942.Superseded values are not recommended for survey control. BC0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BC0942.See file dsdata.txt to determine how the superseded data were derived. BC0942 BC0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP367549(NAD 83) BC0942_MARKER: DV = VERTICAL CONTROL DISK BC0942_SETTING: 31 = SIDEWALK BC0942_STAMPING: H 142 RESET 1974 BC0942_MARK LOGO: NGS BC0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY BC0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BC0942+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2003 BC0942 BC0942 HISTORY - Date Condition Report By BC0942 HISTORY - 1974 MONUMENTED NGS BC0942 HISTORY - 19910418 GOOD NGS BC0942 HISTORY - 20030412 GOOD USPSQD BC0942 BC0942 STATION DESCRIPTION BC0942 BC0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 BC0942'AT JACKSONVILLE. BC0942'AT JACKSONVILLE, DUVAL COUNTY AT THE NORTHEAST CORNER OF THE JOHN BC0942'T. ALSOP JR. BRIDGE OVER THE ST. JOHNS RIVER, 22.5 FEET EAST OF BC0942'THE CENTER LINE OF BRIDGE (U.S. HIGHWAY 1 OR MAIN STREET), 3.8 BC0942'FEET NORTH OF THE NORTH END OF THE STEEL BRIDGE SPAN ON THE BC0942'EAST SIDE OF BRIDGE, 7.7 FEET WEST OF THE NORTHEAST CORNER OF BC0942'THE BRIDGE AND SIDEWALK, 1.5 FEET EAST OF THE WEST EDGE OF THE BC0942'EAST CURBING AND A DISK CEMENTED IN A DRILL HOLE ON THE EAST BC0942'SIDEWALK OF THE BRIDGE. BC0942 BC0942 STATION RECOVERY (1991) BC0942 BC0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 BC0942'IN JACKSONVILLE, AT THE INTERSECTION OF MAIN STREET (U.S. HIGHWAY 17) BC0942'AND THE SAINT JOHNS RIVER, IN THE NORTH END OF THE EAST BRIDGE WALKWAY BC0942'OF THE STREET BRIDGE SPANNING THE RIVER, 3.6 M (11.8 FT) EAST OF THE BC0942'CENTERLINE OF THE NORTHBOUND LANES OF THE STREET, 0.5 M (1.6 FT) BC0942'SOUTH OF THE NORTH ABUTMENT, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE BC0942'STREET. NOTE--THE CENTER OF THE DISK HAS BEEN NICKED. BC0942 BC0942 STATION RECOVERY (2003) BC0942 BC0942'RECOVERY NOTE BY US POWER SQUADRON 2003 BC0942'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 BC0340 *********************************************************************** BC0340 DESIGNATION - H 30 RESET BC0340 PID - BC0340 BC0340 STATE/COUNTY- FL/DUVAL BC0340 USGS QUAD - JACKSONVILLE (1994) BC0340 BC0340 *CURRENT SURVEY CONTROL BC0340 ___________________________________________________________________ BC0340* NAD 83(1986)- 30 19 37. (N) 081 39 23. (W) SCALED BC0340* NAVD 88 - 3.381 (meters) 11.09 (feet) ADJUSTED BC0340 ___________________________________________________________________ BC0340 GEOID HEIGHT- -28.31 (meters) GEOID99 BC0340 DYNAMIC HT - 3.377 (meters) 11.08 (feet) COMP BC0340 MODELED GRAV- 979,363.3 (mgal) NAVD 88 BC0340 BC0340 VERT ORDER - FIRST CLASS II BC0340 BC0340.The horizontal coordinates were scaled from a topographic map and have BC0340.an estimated accuracy of +/- 6 seconds. BC0340 BC0340.The orthometric height was determined by differential leveling BC0340.and adjusted by the National Geodetic Survey in May 1994. BC0340 BC0340.The geoid height was determined by GEOID99. BC0340 BC0340.The dynamic height is computed by dividing the NAVD 88 BC0340.geopotential number by the normal gravity value computed on the BC0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BC0340.degrees latitude (g = 980.6199 gals.). BC0340 BC0340.The modeled gravity was interpolated from observed gravity values. BC0340 BC0340; North East Units Estimated Accuracy BC0340;SPC FL E - 664,290. 136,880. MT (+/- 180 meters Scaled) BC0340 BC0340 SUPERSEDED SURVEY CONTROL BC0340 BC0340 NGVD 29 - 3.714 (m) 12.19 (f) ADJUSTED 1 2 BC0340 BC0340.Superseded values are not recommended for survey control. BC0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BC0340.See file dsdata.txt to determine how the superseded data were derived. BC0340 BC0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP369551(NAD 83) BC0340_MARKER: DB = BENCH MARK DISK BC0340_SETTING: 31 = SIDEWALK BC0340_STAMPING: H 30 RESET 1964 BC0340_MARK LOGO: CGS BC0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY BC0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BC0340+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2003 BC0340 BC0340 HISTORY - Date Condition Report By BC0340 HISTORY - 1964 MONUMENTED LOCENG BC0340 HISTORY - 19910418 GOOD NGS BC0340 HISTORY - 20030412 GOOD USPSQD BC0340 BC0340 STATION DESCRIPTION BC0340 BC0340'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964 BC0340'AT JACKSONVILLE. BC0340'DISK SET IN SIDEWALK ADJACENT TO NEW MUNICIPAL LIBRARY, 1 FOOT BC0340'EAST OF WESTERLY RIGHT OF WAY LINE OF OCEAN STREET AND 108 FEET BC0340'NORTH OF NORTHERLY RIGHT OF WAY LINE OF EAST FORSYTH STREET. BC0340 BC0340 STATION RECOVERY (1991) BC0340 BC0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 BC0340'IN JACKSONVILLE, AT THE INTERSECTION OF NORTH OCEAN AND FORSYTH BC0340'STREETS, IN THE SIDEWALK ALONG THE WEST SIDE OF NORTH OCEAN STREET, BC0340'43.8 M (143.7 FT) NORTH OF THE CENTERLINE OF EAST FORSYTH STREET, BC0340'10.4 M (34.1 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF NORTH OCEAN BC0340'STREET, AND 0.3 M (1.0 FT) EAST OF THE EAST FACE OF A BRICK RETAINING BC0340'WALL. BC0340 BC0340 STATION RECOVERY (2003) BC0340 BC0340'RECOVERY NOTE BY US POWER SQUADRON 2003 (RBS) BC0340'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 BC1483 *********************************************************************** BC1483 DESIGNATION - Q 350 BC1483 PID - BC1483 BC1483 STATE/COUNTY- FL/DUVAL BC1483 USGS QUAD - JACKSONVILLE (1994) BC1483 BC1483 *CURRENT SURVEY CONTROL BC1483 ___________________________________________________________________ BC1483* NAD 83(1986)- 30 19 38. (N) 081 39 23. (W) SCALED BC1483* NAVD 88 - 4.242 (meters) 13.92 (feet) ADJUSTED BC1483 ___________________________________________________________________ BC1483 GEOID HEIGHT- -28.31 (meters) GEOID99 BC1483 DYNAMIC HT - 4.237 (meters) 13.90 (feet) COMP BC1483 MODELED GRAV- 979,363.4 (mgal) NAVD 88 BC1483 OBS GRAVITY - 979,361.8 (mgal) GRAV_OBS BC1483 BC1483 VERT ORDER - FIRST CLASS II BC1483 BC1483.The horizontal coordinates were scaled from a topographic map and have BC1483.an estimated accuracy of +/- 6 seconds. BC1483 BC1483.The orthometric height was determined by differential leveling BC1483.and adjusted by the National Geodetic Survey in June 1991. BC1483 BC1483.The geoid height was determined by GEOID99. BC1483 BC1483.The dynamic height is computed by dividing the NAVD 88 BC1483.geopotential number by the normal gravity value computed on the BC1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BC1483.degrees latitude (g = 980.6199 gals.). BC1483 BC1483.The modeled gravity was interpolated from observed gravity values. BC1483.The observed gravity was obtained from relative gravimeter ties BC1483.to the IGSN71 gravity network. BC1483 BC1483; North East Units Estimated Accuracy BC1483;SPC FL E - 664,320. 136,880. MT (+/- 180 meters Scaled) BC1483 BC1483 SUPERSEDED SURVEY CONTROL BC1483 BC1483 NGVD 29 - 4.575 (m) 15.01 (f) ADJUSTED 1 2 BC1483 BC1483.Superseded values are not recommended for survey control. BC1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BC1483.See file dsdata.txt to determine how the superseded data were derived. BC1483 BC1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP369552(NAD 83) BC1483_MARKER: DV = VERTICAL CONTROL DISK BC1483_SETTING: 36 = FOUNDATION BC1483_STAMPING: Q 350 1978 BC1483_MARK LOGO: NGS BC1483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BC1483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BC1483+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1991 BC1483 BC1483 HISTORY - Date Condition Report By BC1483 HISTORY - 1978 MONUMENTED NGS BC1483 HISTORY - 19910418 GOOD NGS BC1483 HISTORY - 19910419 GOOD NGS BC1483 HISTORY - 20030412 POOR USPSQD BC1483 BC1483 STATION DESCRIPTION BC1483 BC1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 BC1483'IN JACKSONVILLE. BC1483'THE MARK IS ABOVE LEVEL WITH STREET. BC1483'AT THE INTERSECTION OF EAST ADAMS STREET AND NORTH OCEAN STREET, SET BC1483'IN THE FOUNDATION ALONG THE NORTH FACE OF THE HAYDON BURNS LIBRARY, BC1483'17 FEET SOUTH OF THE SOUTH CURB RETURN OF ADAMS STREET, 46 FEET WEST BC1483'OF THE WEST CURB RETURN OF OCEAN STREET AND 11 FEET WEST OF THE BC1483'EXTENDED CENTERLINE OF THE NORTHEAST ENTRANCE TO THE LIBRARY. THIS BC1483'BENCH MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL LINE JUNCTION BC1483'MARK. BC1483 BC1483 STATION RECOVERY (1991) BC1483 BC1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 BC1483'IN JACKSONVILLE, AT THE INTERSECTION OF EAST ADAMS AND NORTH OCEAN BC1483'STREETS, IN THE NORTH CONCRETE FOUNDATION OF THE HAYDON BURNS PUBLIC BC1483'LIBRARY, 14.0 M (45.9 FT) WEST OF THE WEST CURB OF NORTH OCEAN BC1483'STREET, 5.2 M (17.1 FT) SOUTH OF AND LEVEL WITH THE SOUTH CURB OF BC1483'EAST ADAMS STREET, AND 0.2 M (0.7 FT) WEST OF THE WEST FACE OF THE BC1483'SECOND PILLAR WEST OF THE NORTHEAST CORNER OF THE BUILDING. BC1483 BC1483 STATION RECOVERY (1991) BC1483 BC1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 BC1483'IN JACKSONVILLE, AT THE INTERSECTION OF EAST ADAMS AND NORTH OCEAN BC1483'STREETS, IN THE NORTH CONCRETE FOUNDATION OF THE HAYDON BURNS PUBLIC BC1483'LIBRARY, 14.0 M (45.9 FT) WEST OF THE CURB OF NORTH OCEAN STREET, 5.2 BC1483'M (17.1 FT) SOUTH OF AND LEVEL WITH THE CURB OF EAST ADAMS STREET, BC1483'AND 0.2 M (0.7 FT) WEST OF THE WEST FACE OF THE SECOND PILLAR WEST OF BC1483'THE NORTHEAST CORNER OF THE BUILDING. BC1483 BC1483 STATION RECOVERY (2003) BC1483 BC1483'RECOVERY NOTE BY US POWER SQUADRON 2003 (RBS) BC1483'THIS MARK HAS BEEN PAINTED OVER WITH A THICK PAINT AND NEEDS TO BE BC1483'CLEANED. STAMPINGS ARE BARELY VISIBLE.