1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC4624 *********************************************************************** AC4624 DESIGNATION - 7295 AC4624 PID - AC4624 AC4624 STATE/COUNTY- FL/DADE AC4624 USGS QUAD - GOULDS (1994) AC4624 AC4624 *CURRENT SURVEY CONTROL AC4624 ___________________________________________________________________ AC4624* NAD 83(1990)- 25 36 48.05850(N) 080 23 02.80168(W) ADJUSTED AC4624* NAVD 88 - 3.955 (meters) 12.98 (feet) ADJUSTED AC4624 ___________________________________________________________________ AC4624 LAPLACE CORR- -3.16 (seconds) DEFLEC99 AC4624 GEOID HEIGHT- -25.05 (meters) GEOID99 AC4624 DYNAMIC HT - 3.949 (meters) 12.96 (feet) COMP AC4624 MODELED GRAV- 979,002.4 (mgal) NAVD 88 AC4624 AC4624 HORZ ORDER - SECOND AC4624 VERT ORDER - FIRST CLASS II AC4624 AC4624.The horizontal coordinates were established by classical geodetic methods AC4624.and adjusted by the National Geodetic Survey in May 1991. AC4624 AC4624.The orthometric height was determined by differential leveling AC4624.and adjusted by the National Geodetic Survey in May 1994. AC4624 AC4624.The Laplace correction was computed from DEFLEC99 derived deflections. AC4624 AC4624.The geoid height was determined by GEOID99. AC4624 AC4624.The dynamic height is computed by dividing the NAVD 88 AC4624.geopotential number by the normal gravity value computed on the AC4624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC4624.degrees latitude (g = 980.6199 gals.). AC4624 AC4624.The modeled gravity was interpolated from observed gravity values. AC4624 AC4624; North East Units Scale Converg. AC4624;SPC FL E - 141,926.013 261,858.902 MT 0.99998841 +0 15 58.5 AC4624;UTM 17 - 2,833,009.570 561,837.796 MT 0.99964722 +0 15 58.5 AC4624 AC4624 SUPERSEDED SURVEY CONTROL AC4624 AC4624 NAD 83(1986)- 25 36 48.05857(N) 080 23 02.80222(W) AD( ) 2 AC4624 NGVD 29 - 4.41 (m) 14.5 (f) LEVELING 3 AC4624 AC4624.Superseded values are not recommended for survey control. AC4624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC4624.See file dsdata.txt to determine how the superseded data were derived. AC4624 AC4624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ6183833010(NAD 83) AC4624_MARKER: DH = HORIZONTAL CONTROL DISK AC4624_SETTING: 35 = MAT FOUNDATION AC4624_STAMPING: 7295 1988 AC4624_MARK LOGO: NGS AC4624_MAGNETIC: N = NO MAGNETIC MATERIAL AC4624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC4624+STABILITY: SURFACE MOTION AC4624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC4624+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2002 AC4624 AC4624 HISTORY - Date Condition Report By AC4624 HISTORY - 1988 MONUMENTED NGS AC4624 HISTORY - 19930521 GOOD NGS AC4624 HISTORY - 20020119 GOOD NGS AC4624 AC4624 STATION DESCRIPTION AC4624 AC4624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 AC4624'3.6 KM (2.25 MI) WESTERLY ALONG CORAL REEF DRIVE (STATE HIGHWAY 992) AC4624'FROM THE JUNCTION OF U.S. HIGHWAY 1 IN RICHMOND HEIGHTS, THENCE 1.6 AC4624'KM (1.00 MI) SOUTHERLY ALONG SOUTHWEST 117TH AVENUE, THENCE 0.2 KM AC4624'(0.10 MI) WESTERLY ALONG RICHMOND DRIVE (SOUTHWEST 166TH STREET), AC4624'THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A PAVED ENTRANCE ROAD LEADING AC4624'TO THE U.S. NAVAL OBSERVATORY TIME SERVICE ALTERNATE STATION, IN TOP AC4624'OF AND 4.4 M (14.4 FT) SOUTHWEST OF THE NORTHEAST CORNER OF A 15 BY AC4624'15-FOOT CONCRETE MAT FOUNDATION, 45.6 M (149.6 FT) SOUTHWEST OF THE AC4624'SOUTHEAST CORNER OF THE BUILDING, 19.8 M (65.0 FT) WEST OF THE CENTER AC4624'OF THE ROAD, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE AC4624'FOUNDATION IS FLUSH WITH THE GROUND SURFACE. AC4624 AC4624 STATION RECOVERY (2002) AC4624 AC4624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW) AC4624'NAVAL OBSERVATORY NOW UNDER CONTROL OF UNIVERISTY OF MIAMI. RMS 1, 3, AC4624'A, B, C AND D, AS WELL AS SITING POSTS, ARE ALL IN PLACE. RM 2, WHICH AC4624'WAS ON A ROCK IN WOODS SOUTH OF MAIN STATION, WAS NOT SEEN. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC4835 *********************************************************************** AC4835 DESIGNATION - 7295 RM 1 AC4835 PID - AC4835 AC4835 STATE/COUNTY- FL/DADE AC4835 USGS QUAD - GOULDS (1994) AC4835 AC4835 *CURRENT SURVEY CONTROL AC4835 ___________________________________________________________________ AC4835* NAD 83(1986)- 25 36 49. (N) 080 23 02. (W) SCALED AC4835* NAVD 88 - 3.951 (meters) 12.96 (feet) ADJUSTED AC4835 ___________________________________________________________________ AC4835 GEOID HEIGHT- -25.05 (meters) GEOID99 AC4835 DYNAMIC HT - 3.944 (meters) 12.94 (feet) COMP AC4835 MODELED GRAV- 979,002.5 (mgal) NAVD 88 AC4835 AC4835 VERT ORDER - FIRST CLASS II AC4835 AC4835.The horizontal coordinates were scaled from a topographic map and have AC4835.an estimated accuracy of +/- 6 seconds. AC4835 AC4835.The orthometric height was determined by differential leveling AC4835.and adjusted by the National Geodetic Survey in May 1994. AC4835 AC4835.The geoid height was determined by GEOID99. AC4835 AC4835.The dynamic height is computed by dividing the NAVD 88 AC4835.geopotential number by the normal gravity value computed on the AC4835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC4835.degrees latitude (g = 980.6199 gals.). AC4835 AC4835.The modeled gravity was interpolated from observed gravity values. AC4835 AC4835; North East Units Estimated Accuracy AC4835;SPC FL E - 141,960. 261,880. MT (+/- 180 meters Scaled) AC4835 AC4835 SUPERSEDED SURVEY CONTROL AC4835 AC4835.No superseded survey control is available for this station. AC4835 AC4835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ618330(NAD 83) AC4835_MARKER: DR = REFERENCE MARK DISK AC4835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC4835_STAMPING: 7295 NO 1 1988 AC4835_MARK LOGO: NGS AC4835_MAGNETIC: N = NO MAGNETIC MATERIAL AC4835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC4835+STABILITY: SURFACE MOTION AC4835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC4835+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2002 AC4835 AC4835 HISTORY - Date Condition Report By AC4835 HISTORY - 1988 MONUMENTED NGS AC4835 HISTORY - 19930521 GOOD NGS AC4835 HISTORY - 20020119 GOOD NGS AC4835 AC4835 STATION DESCRIPTION AC4835 AC4835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 AC4835'3.6 KM (2.25 MI) WESTERLY ALONG CORAL REEF DRIVE (STATE HIGHWAY 992) AC4835'FROM THE JUNCTION OF U.S. HIGHWAY 1 IN RICHMOND HEIGHTS, THENCE 1.6 AC4835'KM (1.00 MI) SOUTHERLY ALONG SOUTHWEST 117TH AVENUE, THENCE 0.2 KM AC4835'(0.10 MI) WESTERLY ALONG RICHMOND DRIVE (SOUTHWEST 166TH STREET), AC4835'THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A PAVED ENTRANCE ROAD LEADING AC4835'TO THE U.S. NAVAL OBSERVATORY TIME SERVICE ALTERNATE STATION, 29.9 M AC4835'(98.1 FT) NORTH OF THE SOUTHEAST CORNER OF A CHAIN-LINK FENCE, 23.2 M AC4835'(76.1 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, AC4835'1.8 M (5.9 FT) EAST OF THE CENTER OF THE ROAD, 0.8 M (2.6 FT) WEST OF AC4835'THE FENCE, AND THE MONUMENT IS FLUSH THE GROUND SURFACE. AC4835 AC4835 STATION RECOVERY (2002) AC4835 AC4835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW) AC4835'NAVAL OBSERVATORY NOW UNDER CONTROL OF UNIVERISTY OF MIAMI. FENCES AC4835'HAVE BEEN MOVED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC3186 *********************************************************************** AC3186 TIDAL BM - This is a Tidal Bench Mark. AC3186 DESIGNATION - 872 3170 TIDAL 1 1975 AC3186 PID - AC3186 AC3186 STATE/COUNTY- FL/DADE AC3186 USGS QUAD - MIAMI (1994) AC3186 AC3186 *CURRENT SURVEY CONTROL AC3186 ___________________________________________________________________ AC3186* NAD 83(1986)- 25 46 06. (N) 080 07 55. (W) SCALED AC3186* NAVD 88 - 2.657 (meters) 8.72 (feet) ADJUSTED AC3186 ___________________________________________________________________ AC3186 GEOID HEIGHT- -25.71 (meters) GEOID99 AC3186 DYNAMIC HT - 2.652 (meters) 8.70 (feet) COMP AC3186 MODELED GRAV- 979,027.7 (mgal) NAVD 88 AC3186 AC3186 VERT ORDER - FIRST CLASS II AC3186 AC3186.The horizontal coordinates were scaled from a topographic map and have AC3186.an estimated accuracy of +/- 6 seconds. AC3186 AC3186.The orthometric height was determined by differential leveling AC3186.and adjusted by the National Geodetic Survey in June 1991. AC3186 AC3186.This Tidal Bench Mark is designated as VM 5782 AC3186.by the Center for Operational Oceanographic Products and Services. AC3186 AC3186.The geoid height was determined by GEOID99. AC3186 AC3186.The dynamic height is computed by dividing the NAVD 88 AC3186.geopotential number by the normal gravity value computed on the AC3186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC3186.degrees latitude (g = 980.6199 gals.). AC3186 AC3186.The modeled gravity was interpolated from observed gravity values. AC3186 AC3186; North East Units Estimated Accuracy AC3186;SPC FL E - 159,240. 287,070. MT (+/- 180 meters Scaled) AC3186 AC3186 SUPERSEDED SURVEY CONTROL AC3186 AC3186 NGVD 29 - 3.146 (m) 10.32 (f) ADJUSTED 1 2 AC3186 AC3186.Superseded values are not recommended for survey control. AC3186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC3186.See file dsdata.txt to determine how the superseded data were derived. AC3186 AC3186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ870503(NAD 83) AC3186_MARKER: DJ = TIDAL STATION DISK AC3186_SETTING: 36 = CONCRETE DECK MUNICIPAL PIER AC3186_STAMPING: NO 1 1975 AC3186_MARK LOGO: NOS AC3186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC3186 AC3186 HISTORY - Date Condition Report By AC3186 HISTORY - 1975 MONUMENTED NOS AC3186 HISTORY - 1978 GOOD NGS AC3186 HISTORY - 1982 GOOD FLDNR AC3186 HISTORY - 20030127 MARK NOT FOUND USPSQD AC3186 AC3186 STATION DESCRIPTION AC3186 AC3186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AC3186'IN MIAMI BEACH. AC3186'IN MIAMI BEACH, AT THE EAST END OF BISCAYNE STREET, NEAR THE SOUTH AC3186'END OF MIAMI BEACH, AT THE WEST END OF THE MIAMI BEACH MUNICIPAL AC3186'PIER, SET IN THE TOP OF CONCRETE DECK AT THE NORTHWEST CORNER OF AC3186'PIER, 18 FT. WEST OF FIRST LAMP POLE ON NORTH SIDE OF PIER, AND 18 AC3186'FT. NORTH OF THE NORTH SIDE OF WALK LEADING TO PIER. AC3186 AC3186 STATION RECOVERY (1982) AC3186 AC3186'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AC3186'RECOVERED IN GOOD CONDITION. AC3186 AC3186 STATION RECOVERY (2003) AC3186 AC3186'RECOVERY NOTE BY US POWER SQUADRON 2003 (CGT) AC3186'THE MUNICIPAL PIER IN WHICH THE MARK WAS SET HAS BEEN DESTROYED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC3187 *********************************************************************** AC3187 TIDAL BM - This is a Tidal Bench Mark. AC3187 DESIGNATION - 872 3170 TIDAL 2 1975 AC3187 PID - AC3187 AC3187 STATE/COUNTY- FL/DADE AC3187 USGS QUAD - MIAMI (1994) AC3187 AC3187 *CURRENT SURVEY CONTROL AC3187 ___________________________________________________________________ AC3187* NAD 83(1986)- 25 46 06. (N) 080 07 55. (W) SCALED AC3187* NAVD 88 - 2.117 (meters) 6.95 (feet) ADJUSTED AC3187 ___________________________________________________________________ AC3187 GEOID HEIGHT- -25.71 (meters) GEOID99 AC3187 DYNAMIC HT - 2.114 (meters) 6.94 (feet) COMP AC3187 MODELED GRAV- 979,027.7 (mgal) NAVD 88 AC3187 AC3187 VERT ORDER - FIRST CLASS II AC3187 AC3187.The horizontal coordinates were scaled from a topographic map and have AC3187.an estimated accuracy of +/- 6 seconds. AC3187 AC3187.The orthometric height was determined by differential leveling AC3187.and adjusted by the National Geodetic Survey in June 1991. AC3187 AC3187.This Tidal Bench Mark is designated as VM 5783 AC3187.by the Center for Operational Oceanographic Products and Services. AC3187 AC3187.The geoid height was determined by GEOID99. AC3187 AC3187.The dynamic height is computed by dividing the NAVD 88 AC3187.geopotential number by the normal gravity value computed on the AC3187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC3187.degrees latitude (g = 980.6199 gals.). AC3187 AC3187.The modeled gravity was interpolated from observed gravity values. AC3187 AC3187; North East Units Estimated Accuracy AC3187;SPC FL E - 159,240. 287,070. MT (+/- 180 meters Scaled) AC3187 AC3187 SUPERSEDED SURVEY CONTROL AC3187 AC3187 NGVD 29 - 2.598 (m) 8.52 (f) ADJUSTED 1 2 AC3187 AC3187.Superseded values are not recommended for survey control. AC3187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC3187.See file dsdata.txt to determine how the superseded data were derived. AC3187 AC3187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ870503(NAD 83) AC3187_MARKER: DJ = TIDAL STATION DISK AC3187_SETTING: 31 = CONCRETE FLOOR AC3187_STAMPING: NO 2 1975 AC3187_MARK LOGO: NOS AC3187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC3187 AC3187 HISTORY - Date Condition Report By AC3187 HISTORY - 1975 MONUMENTED NOS AC3187 HISTORY - 1978 GOOD NGS AC3187 HISTORY - 1982 GOOD FLDNR AC3187 HISTORY - 20030127 MARK NOT FOUND USPSQD AC3187 AC3187 STATION DESCRIPTION AC3187 AC3187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AC3187'IN MIAMI BEACH. AC3187'IN MIAMI BEACH, AT THE EAST END OF BISCAYNE STREET, NEAR THE SOUTH AC3187'END OF MIAMI BEACH, AT THE WEST END OF MIAMI BEACH MUNICIPAL PIER, AC3187'ON THE SOUTH SIDE OF THE WEST ENTRANCE TO PIER, SET IN THE TOP OF THE AC3187'CONCRETE FLOOR OF COVERED SEATING AREA, 43 FT. SOUTHWEST OF THE AC3187'NORTHEAST CORNER OF COVERED AREA, AND 16 FT. NORTH OF SOUTHWEST AC3187'CORNER OF COVERED AREA. AC3187 AC3187 STATION RECOVERY (1982) AC3187 AC3187'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AC3187'RECOVERED IN GOOD CONDITION. AC3187 AC3187 STATION RECOVERY (2003) AC3187 AC3187'RECOVERY NOTE BY US POWER SQUADRON 2003 (CGT) AC3187'THE MUNICIPAL PIER HAS BEEN DESTROYED AND SURROUNDING AREA LEVELED AS AC3187'PART OF URBAN RENEWAL PROJECT. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC3189 *********************************************************************** AC3189 TIDAL BM - This is a Tidal Bench Mark. AC3189 DESIGNATION - 872 3170 TIDAL 3 1975 AC3189 PID - AC3189 AC3189 STATE/COUNTY- FL/DADE AC3189 USGS QUAD - MIAMI (1994) AC3189 AC3189 *CURRENT SURVEY CONTROL AC3189 ___________________________________________________________________ AC3189* NAD 83(1986)- 25 46 06. (N) 080 07 59. (W) SCALED AC3189* NAVD 88 - 1.945 (meters) 6.38 (feet) ADJUSTED AC3189 ___________________________________________________________________ AC3189 GEOID HEIGHT- -25.70 (meters) GEOID99 AC3189 DYNAMIC HT - 1.942 (meters) 6.37 (feet) COMP AC3189 MODELED GRAV- 979,027.7 (mgal) NAVD 88 AC3189 AC3189 VERT ORDER - FIRST CLASS II AC3189 AC3189.The horizontal coordinates were scaled from a topographic map and have AC3189.an estimated accuracy of +/- 6 seconds. AC3189 AC3189.The orthometric height was determined by differential leveling AC3189.and adjusted by the National Geodetic Survey in June 1991. AC3189 AC3189.This Tidal Bench Mark is designated as VM 5784 AC3189.by the Center for Operational Oceanographic Products and Services. AC3189 AC3189.The geoid height was determined by GEOID99. AC3189 AC3189.The dynamic height is computed by dividing the NAVD 88 AC3189.geopotential number by the normal gravity value computed on the AC3189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC3189.degrees latitude (g = 980.6199 gals.). AC3189 AC3189.The modeled gravity was interpolated from observed gravity values. AC3189 AC3189; North East Units Estimated Accuracy AC3189;SPC FL E - 159,240. 286,960. MT (+/- 180 meters Scaled) AC3189 AC3189 SUPERSEDED SURVEY CONTROL AC3189 AC3189 NGVD 29 - 2.424 (m) 7.95 (f) ADJUSTED 1 2 AC3189 AC3189.Superseded values are not recommended for survey control. AC3189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC3189.See file dsdata.txt to determine how the superseded data were derived. AC3189 AC3189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ869503(NAD 83) AC3189_MARKER: DJ = TIDAL STATION DISK AC3189_SETTING: 31 = CONCRETE SIDEWALK AC3189_STAMPING: NO 3 1975 AC3189_MARK LOGO: NOS AC3189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC3189 AC3189 HISTORY - Date Condition Report By AC3189 HISTORY - 1975 MONUMENTED NOS AC3189 HISTORY - 1978 GOOD NGS AC3189 HISTORY - 1982 GOOD FLDNR AC3189 HISTORY - 20030127 MARK NOT FOUND USPSQD AC3189 AC3189 STATION DESCRIPTION AC3189 AC3189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AC3189'IN MIAMI. AC3189'IN MIAMI, AT THE WEST CORNER OF BISCAYNE STREET AND OCEAN DRIVE, AC3189'SET IN TOP OF CONCRETE SIDEWALK, 230 FT. WEST OF BENCH MARK 872-3170 AC3189'TIDAL 2, 39 FT. SOUTH OF A FIRE HYDRANT, 10 FT. NORTH OF THE NORTH AC3189'CURB OF BISCAYNE STREET, 10 FT. EAST OF EAST CURB OF OCEAN DRIVE. AC3189 AC3189 STATION RECOVERY (1982) AC3189 AC3189'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AC3189'RECOVERED IN GOOD CONDITION. AC3189 AC3189 STATION RECOVERY (2003) AC3189 AC3189'RECOVERY NOTE BY US POWER SQUADRON 2003 (CGT) AC3189'THE INTERSECTION HAS BEEN RECONFIGURED AS PART OF URBAN RENEWAL AC3189'PROJECT 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC3538 *********************************************************************** AC3538 DESIGNATION - BLACKSTONE HOTEL CLOCK TOWER AC3538 PID - AC3538 AC3538 STATE/COUNTY- FL/DADE AC3538 USGS QUAD - MIAMI (1994) AC3538 AC3538 *CURRENT SURVEY CONTROL AC3538 ___________________________________________________________________ AC3538* NAD 83(1990)- 25 46 42.58244(N) 080 08 01.50165(W) ADJUSTED AC3538* NAVD 88 - AC3538 ___________________________________________________________________ AC3538 LAPLACE CORR- -4.18 (seconds) DEFLEC99 AC3538 GEOID HEIGHT- -25.69 (meters) GEOID99 AC3538 AC3538 HORZ ORDER - THIRD AC3538 AC3538.The horizontal coordinates were established by classical geodetic methods AC3538.and adjusted by the National Geodetic Survey in May 1991. AC3538 AC3538 AC3538.The Laplace correction was computed from DEFLEC99 derived deflections. AC3538 AC3538.The geoid height was determined by GEOID99. AC3538 AC3538; North East Units Scale Converg. AC3538;SPC FL E - 160,362.241 286,885.883 MT 1.00003436 +0 22 36.3 AC3538;UTM 17 - 2,851,439.508 586,856.237 MT 0.99969315 +0 22 36.3 AC3538 AC3538 SUPERSEDED SURVEY CONTROL AC3538 AC3538 NAD 83(1986)- 25 46 42.58588(N) 080 08 01.50404(W) AD( ) 4 AC3538 NAD 27 - 25 46 41.22984(N) 080 08 02.33603(W) AD( ) 3 AC3538 AC3538.Superseded values are not recommended for survey control. AC3538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC3538.See file dsdata.txt to determine how the superseded data were derived. AC3538 AC3538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8685651440(NAD 83) AC3538_MARKER: 55 = TOWER AC3538 AC3538 HISTORY - Date Condition Report By AC3538 HISTORY - 1934 FIRST OBSERVED CGS AC3538 HISTORY - 1945 GOOD CGS AC3538 HISTORY - 20030127 GOOD USPSQD AC3538 AC3538 STATION DESCRIPTION AC3538 AC3538'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAC) AC3538'THIS INTERSECTION STATION IS LOCATED AT WASHINGTON AC3538'AVENUE AND 8TH STREET, MIAMI BEACH. AC3538' AC3538'APEX OF RED TILE ROOF OVER SQUARE TOWER WITH HUGE CLOCK ON ALL AC3538'FOUR SIDES ON TOP OF BLACKSTONE HOTEL. (BROWN IN COLOR). AC3538 AC3538 STATION RECOVERY (1945) AC3538 AC3538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCB) AC3538'STATION RECOVERED AS DESCRIBED. DESCRIPTION ADEQUATE. AC3538 AC3538 STATION RECOVERY (2003) AC3538 AC3538'RECOVERY NOTE BY US POWER SQUADRON 2003 (CGT) AC3538'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC2138 *********************************************************************** AC2138 DESIGNATION - DCBE 28 AC2138 PID - AC2138 AC2138 STATE/COUNTY- FL/DADE AC2138 USGS QUAD - KEY BISCAYNE (1994) AC2138 AC2138 *CURRENT SURVEY CONTROL AC2138 ___________________________________________________________________ AC2138* NAD 83(1986)- 25 39 58. (N) 080 09 21. (W) SCALED AC2138* NAVD 88 - 1.042 (meters) 3.42 (feet) ADJUSTED AC2138 ___________________________________________________________________ AC2138 GEOID HEIGHT- -25.75 (meters) GEOID99 AC2138 DYNAMIC HT - 1.040 (meters) 3.41 (feet) COMP AC2138 MODELED GRAV- 979,008.9 (mgal) NAVD 88 AC2138 AC2138 VERT ORDER - SECOND CLASS 0 AC2138 AC2138.The horizontal coordinates were scaled from a topographic map and have AC2138.an estimated accuracy of +/- 6 seconds. AC2138 AC2138.The orthometric height was determined by differential leveling AC2138.and adjusted by the National Geodetic Survey in June 1991. AC2138 AC2138.The geoid height was determined by GEOID99. AC2138 AC2138.The dynamic height is computed by dividing the NAVD 88 AC2138.geopotential number by the normal gravity value computed on the AC2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC2138.degrees latitude (g = 980.6199 gals.). AC2138 AC2138.The modeled gravity was interpolated from observed gravity values. AC2138 AC2138; North East Units Estimated Accuracy AC2138;SPC FL E - 147,900. 284,750. MT (+/- 180 meters Scaled) AC2138 AC2138 SUPERSEDED SURVEY CONTROL AC2138 AC2138 NGVD 29 - 1.519 (m) 4.98 (f) ADJ UNCH 2 0 AC2138 AC2138.Superseded values are not recommended for survey control. AC2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC2138.See file dsdata.txt to determine how the superseded data were derived. AC2138 AC2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ847389(NAD 83) AC2138_MARKER: DD = SURVEY DISK AC2138_SETTING: 30 = SEAWALL AC2138_STAMPING: DCBE 28 1967 JACKSONVILLE DIST AC2138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC2138 AC2138 HISTORY - Date Condition Report By AC2138 HISTORY - 1967 MONUMENTED DOD AC2138 HISTORY - 1970 GOOD NGS AC2138 HISTORY - 1987 GOOD USPSQD AC2138 HISTORY - 20030119 GOOD USPSQD AC2138 AC2138 STATION DESCRIPTION AC2138 AC2138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AC2138'8.4 MI SE FROM MIAMI. AC2138'ABOUT 8.4 MILES SOUTHEAST ALONG THE RICKENBACKER CAUSEWAY FROM AC2138'THE JUNCTION OF U.S. HIGHWAY 1 AT MIAMI, ON KEY BISCAYNE, AT AC2138'THE CAPE FLORIDA STATE PARK, ABOUT 1.1 MILES SOUTH OF THE TOLL AC2138'GATE AT THE ENTRANCE TO THE PARK, 122 FEET SOUTH OF THE BASE AT AC2138'THE SOUTH SIDE OF THE OLD CAPE FLORIDA LIGHTHOUSE, DIRECTLY IN AC2138'FRONT (EAST) OF A BRICK BUILDING HOUSING A FIRST AID STATION, AC2138'SET IN THE TOP OF A CONCRETE SEAWALL AND 1 FOOT ABOVE THE LEVEL AC2138'OF THE GROUND. AC2138 AC2138 STATION RECOVERY (1987) AC2138 AC2138'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD) AC2138'RECOVERED IN GOOD CONDITION. AC2138 AC2138 STATION RECOVERY (2003) AC2138 AC2138'RECOVERY NOTE BY US POWER SQUADRON 2003 (CGT) AC2138'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC3615 *********************************************************************** AC3615 DESIGNATION - H 043 AC3615 PID - AC3615 AC3615 STATE/COUNTY- FL/DADE AC3615 USGS QUAD - MIAMI (1994) AC3615 AC3615 *CURRENT SURVEY CONTROL AC3615 ___________________________________________________________________ AC3615* NAD 83(1990)- 25 47 00.91305(N) 080 07 47.86763(W) ADJUSTED AC3615* NAVD 88 - 1.87 (+/-2cm) 6.1 (feet) VERTCON AC3615 ___________________________________________________________________ AC3615 LAPLACE CORR- -4.21 (seconds) DEFLEC99 AC3615 GEOID HEIGHT- -25.70 (meters) GEOID99 AC3615 AC3615 HORZ ORDER - SECOND AC3615 VERT ORDER - THIRD ? (See Below) AC3615 AC3615.The horizontal coordinates were established by classical geodetic methods AC3615.and adjusted by the National Geodetic Survey in May 1991. AC3615 AC3615.The NAVD 88 height was computed by applying the VERTCON shift value to AC3615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AC3615.The vertical order pertains to the superseded datum. AC3615 AC3615.The Laplace correction was computed from DEFLEC99 derived deflections. AC3615 AC3615.The geoid height was determined by GEOID99. AC3615 AC3615; North East Units Scale Converg. AC3615;SPC FL E - 160,928.849 287,262.039 MT 1.00003517 +0 22 42.5 AC3615;UTM 17 - 2,852,005.923 587,232.265 MT 0.99969396 +0 22 42.5 AC3615 AC3615: Primary Azimuth Mark Grid Az AC3615:SPC FL E - H 043 AZ MK 191 24 36.3 AC3615:UTM 17 - H 043 AZ MK 191 24 36.3 AC3615 AC3615|---------------------------------------------------------------------| AC3615| PID Reference Object Distance Geod. Az | AC3615| dddmmss.s | AC3615| AC3614 H 043 DCDPW 1971 A PT 6.953 METERS 14927 | AC3615| CW7558 H 043 AZ MK 1914718.8 | AC3615|---------------------------------------------------------------------| AC3615 AC3615 SUPERSEDED SURVEY CONTROL AC3615 AC3615 NAD 83(1986)- 25 47 00.91656(N) 080 07 47.87013(W) AD( ) 2 AC3615 NAD 27 - 25 46 59.56216(N) 080 07 48.70283(W) AD( ) 2 AC3615 NGVD 29 - 2.34 (m) 7.7 (f) LEVELING 3 AC3615 AC3615.Superseded values are not recommended for survey control. AC3615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC3615.See file dsdata.txt to determine how the superseded data were derived. AC3615 AC3615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8723252006(NAD 83) AC3615_MARKER: DD = SURVEY DISK AC3615_SETTING: 0 = UNSPECIFIED SETTING AC3615 AC3615 HISTORY - Date Condition Report By AC3615 HISTORY - 1971 MONUMENTED FL-025 AC3615 HISTORY - 20030127 MARK NOT FOUND USPSQD AC3615 AC3615 STATION DESCRIPTION AC3615 AC3615'DESCRIBED BY DADE COUNTY FLORIDA 1971 (JCF) AC3615'STATION IS IN THE CITY OF MIAMI BEACH ABOUT 0.15 MILE NORTHEAST OF AC3615'THE CITY HALL, ABOUT 0.1 MILE WEST OF THE ATLANTIC OCEAN AND ABOUT AC3615'0.15 MILE EAST OF THE MIAMI BEACH POST OFFICE. AC3615' AC3615'TO REACH FROM THE COLLINS AVENUE ENTRANCE TO THE U.S. CORPS OF AC3615'ENGINEERS RESERVATION ON THE SOUTH TIP OF MIAMI BEACH, PROCEED AC3615'NORTH ON COLLINS AVENUE FOR 0.1 MILE TO THE INTERSECTION OF AC3615'BISCAYNE STREET, TURN RIGHT AND PROCEED EAST ON BISCAYNE STREET AC3615'FOR 0.1 MILE TO THE INTERSECTION OF OCEAN DRIVE (RUNS NORTH AC3615'ONLY), TURN LEFT AND PROCEED NORTH ON OCEAN DRIVE FOR 1.1 MILES AC3615'TO A POINT BETWEEN 12TH AND 13TH STREETS AND THE STATION IN THE AC3615'SIDEWALK ON THE EAST SIDE OF OCEAN DRIVE. AC3615' AC3615'STATION MARK IS A BRASS DISK MARKED FLORIDA-DADE, STAMPED H-043 AC3615'AND SET IN A DRILL HOLE IN A 10 FOOT CONCRETE SIDEWALK. IT IS 1.5 AC3615'FEET EAST OF THE CURB BORDERING THE EAST EDGE OF OCEAN DRIVE, 120.3 AC3615'FEET SOUTH OF THE CENTERLINE OF 13TH STREET AND OPPOSITE THE AC3615'DIVIDING PROPERTY LINE BETWEEN LESLIE HOTEL (1244 OCEAN DRIVE) AC3615'AND CARLYLE HOTEL (1250 OCEAN DRIVE). AC3615' AC3615'A POINT FOR THE STATION IS A SPIKE, CENTER PUNCHED AND DRIVEN AC3615'THROUGH A DADE COUNTY BRASS WASHER INTO A DRILL HOLE IN A CONCRETE AC3615'WALK LEADING EAST TO THE BEACH. IT IS 22.8 FEET, SOUTH 31 DEGREES AC3615'EAST (MAGNETIC) FROM THE STATION. AC3615' AC3615'REFERENCE MARKS ARE SPIKES, CENTER PUNCHED AND DRIVEN THROUGH AC3615'DADE COUNTY BRASS WASHERS INTO THE ASPHALT PAVING OF OCEAN DRIVE. AC3615' AC3615'REFERENCE MARK 1 IS 5.00 FEET NORTHWEST OF THE STATION. AC3615' AC3615'REFERENCE MARK 2 IS 5.00 FEET SOUTHWEST OF THE STATION. AC3615' AC3615'AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF THE STATION IN THE AC3615'SOUTHWEST QUADRANT OF OCEAN DRIVE AND 8TH STREET. IT IS A SPIKE, AC3615'CENTER PUNCHED AND DRIVEN THROUGH A DADE COUNTY BRASS WASHER INTO AC3615'A DRILL HOLE IN A CONCRETE SIDEWALK, 39.5 FEET SOUTH OF THE AC3615'CENTERLINE OF 8TH STREET, 20.2 FEET WEST OF THE CENTERLINE OF AC3615'OCEAN DRIVE AND 20.9 FEET NORTH OF A STEEL POST WITH A SIGN AC3615'READING NO PARKING LOADING ZONE. AC3615 AC3615 STATION RECOVERY (2003) AC3615 AC3615'RECOVERY NOTE BY US POWER SQUADRON 2003 (CGT) AC3615'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC3188 *********************************************************************** AC3188 DESIGNATION - J 350 AC3188 PID - AC3188 AC3188 STATE/COUNTY- FL/DADE AC3188 USGS QUAD - MIAMI (1994) AC3188 AC3188 *CURRENT SURVEY CONTROL AC3188 ___________________________________________________________________ AC3188* NAD 83(1986)- 25 46 05. (N) 080 07 57. (W) SCALED AC3188* NAVD 88 - 1.958 (meters) 6.42 (feet) ADJUSTED AC3188 ___________________________________________________________________ AC3188 GEOID HEIGHT- -25.70 (meters) GEOID99 AC3188 DYNAMIC HT - 1.954 (meters) 6.41 (feet) COMP AC3188 MODELED GRAV- 979,027.6 (mgal) NAVD 88 AC3188 AC3188 VERT ORDER - FIRST CLASS II AC3188 AC3188.The horizontal coordinates were scaled from a topographic map and have AC3188.an estimated accuracy of +/- 6 seconds. AC3188 AC3188.The orthometric height was determined by differential leveling AC3188.and adjusted by the National Geodetic Survey in June 1991. AC3188 AC3188.The geoid height was determined by GEOID99. AC3188 AC3188.The dynamic height is computed by dividing the NAVD 88 AC3188.geopotential number by the normal gravity value computed on the AC3188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC3188.degrees latitude (g = 980.6199 gals.). AC3188 AC3188.The modeled gravity was interpolated from observed gravity values. AC3188 AC3188; North East Units Estimated Accuracy AC3188;SPC FL E - 159,210. 287,020. MT (+/- 180 meters Scaled) AC3188 AC3188 SUPERSEDED SURVEY CONTROL AC3188 AC3188 NGVD 29 - 2.437 (m) 8.00 (f) ADJUSTED 1 2 AC3188 AC3188.Superseded values are not recommended for survey control. AC3188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC3188.See file dsdata.txt to determine how the superseded data were derived. AC3188 AC3188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ869502(NAD 83) AC3188_MARKER: I = METAL ROD AC3188_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AC3188_STAMPING: J 350 1978 AC3188_PROJECTION: FLUSH AC3188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC3188_ROD/PIPE-DEPTH: 5.49 meters AC3188 AC3188 HISTORY - Date Condition Report By AC3188 HISTORY - 1978 MONUMENTED NGS AC3188 HISTORY - 20030127 MARK NOT FOUND USPSQD AC3188 AC3188 STATION DESCRIPTION AC3188 AC3188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AC3188'IN MIAMI BEACH. AC3188'AT THE EAST END OF BISCAYNE STREET, NEAR THE SOUTH END OF OCEAN DRIVE, AC3188'AT THE HEAD OF MIAMI BEACH CITY PIER, 19 FT. SOUTH OF THE SOUTHWEST AC3188'CORNER OF THE ENCLOSURE AROUND THE PAVILLION AT HE HEAD OF THE PIER, AC3188'11 FT. WEST OF A LONE COCONUT PALM TREE, 10.5 FT. EAST OF THE EAST AC3188'EDGE OF THE SIDEWALK, AND 6.5 FT. NORTH OF A CORAL ROCK AND CONCRETE AC3188'SEAWALL. THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A TIDE AC3188'STATION CONNECTION MARK. AC3188 AC3188 STATION RECOVERY (2003) AC3188 AC3188'RECOVERY NOTE BY US POWER SQUADRON 2003 (CGT) AC3188'THE MUNICIPAL PIER HAS BEEN DESTROYED AND SURROUNDING AREA LEVELED AS AC3188'PART OF URBAN RENEWAL PROJECT 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC3524 *********************************************************************** AC3524 DESIGNATION - MIAMI BEACH FLORIDIAN HTL CHIM AC3524 PID - AC3524 AC3524 STATE/COUNTY- FL/DADE AC3524 USGS QUAD - MIAMI (1994) AC3524 AC3524 *CURRENT SURVEY CONTROL AC3524 ___________________________________________________________________ AC3524* NAD 83(1990)- 25 46 30.16553(N) 080 08 31.09536(W) ADJUSTED AC3524* NAVD 88 - AC3524 ___________________________________________________________________ AC3524 LAPLACE CORR- -4.09 (seconds) DEFLEC99 AC3524 GEOID HEIGHT- -25.66 (meters) GEOID99 AC3524 AC3524 HORZ ORDER - THIRD AC3524 AC3524.The horizontal coordinates were established by classical geodetic methods AC3524.and adjusted by the National Geodetic Survey in May 1991. AC3524 AC3524 AC3524.The Laplace correction was computed from DEFLEC99 derived deflections. AC3524 AC3524.The geoid height was determined by GEOID99. AC3524 AC3524; North East Units Scale Converg. AC3524;SPC FL E - 159,974.729 286,063.809 MT 1.00003260 +0 22 23.3 AC3524;UTM 17 - 2,851,052.128 586,034.444 MT 0.99969140 +0 22 23.3 AC3524 AC3524 SUPERSEDED SURVEY CONTROL AC3524 AC3524 NAD 83(1986)- 25 46 30.16891(N) 080 08 31.09776(W) AD( ) 4 AC3524 NAD 27 - 25 46 28.81377(N) 080 08 31.92831(W) AD( ) 3 AC3524 AC3524.Superseded values are not recommended for survey control. AC3524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC3524.See file dsdata.txt to determine how the superseded data were derived. AC3524 AC3524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8603451052(NAD 83) AC3524_MARKER: 85 = CHIMNEY AC3524 AC3524 HISTORY - Date Condition Report By AC3524 HISTORY - 1928 FIRST OBSERVED CGS AC3524 HISTORY - 1945 GOOD CGS AC3524 HISTORY - 20030127 MARK NOT FOUND USPSQD AC3524 AC3524 STATION DESCRIPTION AC3524 AC3524'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GCM) AC3524'STATION IS AN INTERSECTION AND IS IN THE CHIMNEY ON THE SW AC3524'CORNER OF THE FLORIDIAN HOTEL IN MIAMI BEACH. THE HOTEL IS AC3524'SITUATED NEAR THE MIAMI BEACH END OF THE MUNICIPAL CAUSEWAY. AC3524 AC3524 STATION RECOVERY (1945) AC3524 AC3524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCB) AC3524'STATION RECOVERED AS DESCRIBED. DESCRIPTION ADEQUATE. AC3524 AC3524 STATION RECOVERY (2003) AC3524 AC3524'RECOVERY NOTE BY US POWER SQUADRON 2003 (CGT) AC3524'HOTEL HAS BEEN REMOVED AS PART OF EXTENSIVE URBAN RENEWAL PROJECT. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC2083 *********************************************************************** AC2083 DESIGNATION - TIMER RM 2 AC2083 PID - AC2083 AC2083 STATE/COUNTY- FL/DADE AC2083 USGS QUAD - GOULDS (1994) AC2083 AC2083 *CURRENT SURVEY CONTROL AC2083 ___________________________________________________________________ AC2083* NAD 83(1990)- 25 36 49.69648(N) 080 23 03.78170(W) ADJUSTED AC2083* NAVD 88 - 3.757 (meters) 12.33 (feet) ADJUSTED AC2083 ___________________________________________________________________ AC2083 LAPLACE CORR- -3.16 (seconds) DEFLEC99 AC2083 GEOID HEIGHT- -25.04 (meters) GEOID99 AC2083 DYNAMIC HT - 3.751 (meters) 12.31 (feet) COMP AC2083 MODELED GRAV- 979,002.5 (mgal) NAVD 88 AC2083 AC2083 HORZ ORDER - FIRST AC2083 VERT ORDER - FIRST CLASS I AC2083 AC2083.The horizontal coordinates were established by classical geodetic methods AC2083.and adjusted by the National Geodetic Survey in May 1991. AC2083 AC2083.The orthometric height was determined by differential leveling AC2083.and adjusted by the National Geodetic Survey in June 1991. AC2083 AC2083.The Laplace correction was computed from DEFLEC99 derived deflections. AC2083 AC2083.The geoid height was determined by GEOID99. AC2083 AC2083.The dynamic height is computed by dividing the NAVD 88 AC2083.geopotential number by the normal gravity value computed on the AC2083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC2083.degrees latitude (g = 980.6199 gals.). AC2083 AC2083.The modeled gravity was interpolated from observed gravity values. AC2083 AC2083; North East Units Scale Converg. AC2083;SPC FL E - 141,976.290 261,831.325 MT 0.99998837 +0 15 58.1 AC2083;UTM 17 - 2,833,059.830 561,810.229 MT 0.99964717 +0 15 58.1 AC2083 AC2083 SUPERSEDED SURVEY CONTROL AC2083 AC2083 NAD 83(1986)- 25 36 49.69650(N) 080 23 03.78236(W) AD( ) 1 AC2083 NAD 27 - 25 36 48.31737(N) 080 23 04.58840(W) AD( ) 1 AC2083 NGVD 29 - 4.224 (m) 13.86 (f) ADJUSTED 1 1 AC2083 AC2083.Superseded values are not recommended for survey control. AC2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC2083.See file dsdata.txt to determine how the superseded data were derived. AC2083 AC2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ6181033060(NAD 83) AC2083_MARKER: DE = TRAVERSE STATION DISK AC2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC2083_STAMPING: TIMER RM NO 2 1962 AC2083_MARK LOGO: CGS AC2083_MAGNETIC: N = NO MAGNETIC MATERIAL AC2083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC2083+STABILITY: SURFACE MOTION AC2083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC2083+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2002 AC2083 AC2083 HISTORY - Date Condition Report By AC2083 HISTORY - 1962 MONUMENTED CGS AC2083 HISTORY - 1966 GOOD NGS AC2083 HISTORY - 1979 GOOD NGS AC2083 HISTORY - 19930521 GOOD NGS AC2083 HISTORY - 20020119 GOOD NGS AC2083 AC2083 STATION DESCRIPTION AC2083 AC2083'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CKT) AC2083'STATION IS LOCATED ABOUT 2.4 MILES WEST OF PERRINE IN THE NORTH AC2083'CENTRAL SECTION OF THE RICHMOND HEIGHTS, NAVAL OBSERVATORY TIME AC2083'SERVICE SUB STATION COMPOUND AND IS COVERED BY A SMALL BUILDING AC2083'THAT CAN BE REMOVED VERY EASILY. IT IS 72 FEET SOUTHWEST OF THE AC2083'SOUTHWEST CORNER OF A 12 BY 12 BY 15 FOOT BUILDING, 47 FEET AC2083'WEST OF THE NORTHWEST CORNER OF THE OBSERVATORY COMMUNICATION AC2083'BUILDING AND 10 FEET EAST OF A NORTH-SOUTH HURRICANE FENCELINE. AC2083'IT IS A STANDARD TRAVERSE DISK SET IN A CONCRETE MONUMENT THAT IS AC2083'ABOUT 3 INCHES BELOW THE SURFACE, STAMPED TIMER RM NO 2 1962. AC2083' AC2083'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION TIMER 1962 AC2083'AND THE DISTANCE IS 45.3761 METERS, 148.87 FEET SOUTHWEST OF AC2083'STATION TIMER. AC2083' AC2083'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND AC2083'RICHMOND DRIVE (168TH. AVENUE) IN PERRINE, GO WEST ON RICHMOND DRIVE AC2083'FOR 2.4 MILES TO A SIDE ROAD RIGHT. TURN RIGHT AND GO NORTH ON AC2083'SURFACED ROAD FOR 0.1 MILE TO THE COMPOUND AND THE STATION. AC2083 AC2083 STATION RECOVERY (1966) AC2083 AC2083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 AC2083'2.4 MI W FROM PERRINE. AC2083'ABOUT 2.3 MILES WEST ALONG RICHMOND DRIVE FROM THE INTERSECTION AC2083'OF U.S. HIGHWAY 1 AT PERRINE, THENCE ABOUT 0.1 MILE NORTH ALONG AC2083'A BLACK TOPPED ROAD, ABOUT 0.1 MILE SOUTH CROSS-COUNTRY FROM THE AC2083'U.S. COAST GUARD RADIO STATION, ON THE GROUNDS OF THE NAVAL AC2083'OBSERVATOR TIMING SERVICE SUB-STATION COMPOUND, 47.5 FEET WEST AC2083'OF THE NORTHWEST CORNER OF THE MAIN BUILDING, 53.2 FEET NORTH AC2083'OF THE NORTHWEST SUPPORT UNDER THE ROOF OVER A LARGE TANK, 9.9 AC2083'FEET EAST OF THE NORTH-SOUTH FENCE LINE, 3 FEET SOUTH OF THE AC2083'EXTENDED NORTH WALL OF THE MAIN BUILDING, AND SET IN THE TOP OF A AC2083'CONCRETE POST 0.3 FOOT NDERGROUND. AC2083 AC2083 STATION RECOVERY (1979) AC2083 AC2083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 AC2083'RECOVERED IN GOOD CONDITION. AC2083 AC2083 STATION RECOVERY (1993) AC2083 AC2083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 AC2083'3.6 KM (2.25 MI) WESTERLY ALONG CORAL REEF DRIVE (STATE HIGHWAY 992) AC2083'FROM THE JUNCTION OF U.S. HIGHWAY 1 IN RICHMOND HEIGHTS, THENCE 1.6 AC2083'KM (1.00 MI) SOUTHERLY ALONG SOUTHWEST 117TH AVENUE, THENCE 0.2 KM AC2083'(0.10 MI) WESTERLY ALONG RICHMOND DRIVE (SOUTHWEST 166TH STREET), AC2083'THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A PAVED ENTRANCE ROAD LEADING AC2083'TO THE U.S. NAVAL OBSERVATORY TIME SERVICE ALTERNATE STATION, 10.2 M AC2083'(33.5 FT) NORTHWEST OF THE SOUTHWEST CORNER OF A BUILDING, 5.4 M AC2083'(17.7 FT) WEST OF THE NORTHWEST CORNER OF THE BUILDING, 2.7 M (8.9 AC2083'FT) NORTH OF THE NORTH EDGE OF A SIDEWALK, AND THE MONUMENT IS AC2083'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE. NOTE--THE MONUMENT AC2083'IS NEAR THE CENTER OF A 1.5 BY 1.5-FOOT CONCRETE PAD. ACCESS TO THE AC2083'DISK IS THROUGH A WATER METER COVER. AC2083 AC2083 STATION RECOVERY (2002) AC2083 AC2083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW) AC2083'NAVAL OBSERVATORY IS NOW UNDER CONTROL UNIVERSITY OF MIAMI. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC2261 *********************************************************************** AC2261 DESIGNATION - V 310 AC2261 PID - AC2261 AC2261 STATE/COUNTY- FL/DADE AC2261 USGS QUAD - MIAMI (1994) AC2261 AC2261 *CURRENT SURVEY CONTROL AC2261 ___________________________________________________________________ AC2261* NAD 83(1986)- 25 46 54. (N) 080 08 21. (W) SCALED AC2261* NAVD 88 - 0.919 (meters) 3.02 (feet) ADJUSTED AC2261 ___________________________________________________________________ AC2261 GEOID HEIGHT- -25.66 (meters) GEOID99 AC2261 DYNAMIC HT - 0.918 (meters) 3.01 (feet) COMP AC2261 MODELED GRAV- 979,030.1 (mgal) NAVD 88 AC2261 AC2261 VERT ORDER - SECOND CLASS 0 AC2261 AC2261.The horizontal coordinates were scaled from a topographic map and have AC2261.an estimated accuracy of +/- 6 seconds. AC2261 AC2261.The orthometric height was determined by differential leveling AC2261.and adjusted by the National Geodetic Survey in June 1991. AC2261 AC2261.The geoid height was determined by GEOID99. AC2261 AC2261.The dynamic height is computed by dividing the NAVD 88 AC2261.geopotential number by the normal gravity value computed on the AC2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC2261.degrees latitude (g = 980.6199 gals.). AC2261 AC2261.The modeled gravity was interpolated from observed gravity values. AC2261 AC2261; North East Units Estimated Accuracy AC2261;SPC FL E - 160,710. 286,340. MT (+/- 180 meters Scaled) AC2261 AC2261 SUPERSEDED SURVEY CONTROL AC2261 AC2261 NGVD 29 - 1.392 (m) 4.57 (f) ADJ UNCH 2 0 AC2261 AC2261.Superseded values are not recommended for survey control. AC2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC2261.See file dsdata.txt to determine how the superseded data were derived. AC2261 AC2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ863517(NAD 83) AC2261_MARKER: DD = SURVEY DISK AC2261_SETTING: 36 = RAMP AC2261_STAMPING: V 310 1970 AC2261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC2261 AC2261 HISTORY - Date Condition Report By AC2261 HISTORY - 1970 MONUMENTED FL2010 AC2261 HISTORY - 1970 GOOD NGS AC2261 HISTORY - 1973 GOOD NGS AC2261 HISTORY - 20030127 GOOD USPSQD AC2261 AC2261 STATION DESCRIPTION AC2261 AC2261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AC2261'AT MIAMI BEACH. AC2261'AT MIAMI BEACH, ABOUT 35 YARDS NORTHEAST OF THE CENTER OF THE AC2261'JUNCTION OF 11 TH STREET AND LENOX AVENUE, AT FLAMINGO PARK, AC2261'AT THE ATHLETIC FIELD, SET IN THE TOP OF THE SOUTHEAST CORNER AC2261'OF THE RAMP WHICH LEADS ALONG THE EAST SIDE OF THE GRANDSTAND, AC2261'13.5 FEET NORTH OF THE NORTH CURB LINE OF 11 TH STREET, 4.6 FEET AC2261'EAST OF THE SOUTHEAST CORNER OF THE LADIES POWDER ROOM WHICH IS AC2261'UNDER THE GRANDSTAND AND 1 FOOT ABOVE THE LEVEL OF 11 TH STREET. AC2261 AC2261 STATION RECOVERY (1973) AC2261 AC2261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AC2261'RECOVERED IN GOOD CONDITION. AC2261 AC2261 STATION RECOVERY (2003) AC2261 AC2261'RECOVERY NOTE BY US POWER SQUADRON 2003 (CGT) AC2261'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC2260 *********************************************************************** AC2260 DESIGNATION - W 310 AC2260 PID - AC2260 AC2260 STATE/COUNTY- FL/DADE AC2260 USGS QUAD - MIAMI (1994) AC2260 AC2260 *CURRENT SURVEY CONTROL AC2260 ___________________________________________________________________ AC2260* NAD 83(1986)- 25 46 53. (N) 080 08 15. (W) SCALED AC2260* NAVD 88 - 1.187 (meters) 3.89 (feet) ADJUSTED AC2260 ___________________________________________________________________ AC2260 GEOID HEIGHT- -25.67 (meters) GEOID99 AC2260 DYNAMIC HT - 1.185 (meters) 3.89 (feet) COMP AC2260 MODELED GRAV- 979,030.0 (mgal) NAVD 88 AC2260 AC2260 VERT ORDER - SECOND CLASS 0 AC2260 AC2260.The horizontal coordinates were scaled from a topographic map and have AC2260.an estimated accuracy of +/- 6 seconds. AC2260 AC2260.The orthometric height was determined by differential leveling AC2260.and adjusted by the National Geodetic Survey in June 1991. AC2260 AC2260.The geoid height was determined by GEOID99. AC2260 AC2260.The dynamic height is computed by dividing the NAVD 88 AC2260.geopotential number by the normal gravity value computed on the AC2260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC2260.degrees latitude (g = 980.6199 gals.). AC2260 AC2260.The modeled gravity was interpolated from observed gravity values. AC2260 AC2260; North East Units Estimated Accuracy AC2260;SPC FL E - 160,680. 286,510. MT (+/- 180 meters Scaled) AC2260 AC2260 SUPERSEDED SURVEY CONTROL AC2260 AC2260 NGVD 29 - 1.659 (m) 5.44 (f) ADJ UNCH 2 0 AC2260 AC2260.Superseded values are not recommended for survey control. AC2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC2260.See file dsdata.txt to determine how the superseded data were derived. AC2260 AC2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ864517(NAD 83) AC2260_MARKER: DB = BENCH MARK DISK AC2260_SETTING: 30 = EXHAUSE STACK BASE AC2260_STAMPING: W 310 1970 AC2260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC2260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AC2260+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2003 AC2260 AC2260 HISTORY - Date Condition Report By AC2260 HISTORY - 1970 MONUMENTED NGS AC2260 HISTORY - 1973 GOOD NGS AC2260 HISTORY - 20030127 GOOD USPSQD AC2260 AC2260 STATION DESCRIPTION AC2260 AC2260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AC2260'AT MIAMI BEACH. AC2260'AT MIAMI BEACH, AT THE SOUTHEAST CORNER OF THE JUNCTION OF 11 TH AC2260'STREET AND JEFFERSON AVENUE, AT THE 11 TH STREET SEWER PUMPING AC2260'STATION, DIRECTLY OVER THE WET TANK, AT THE BASE OF AN EXHAUST AC2260'STACK, 74 FEET SOUTH OF THE SOUTH CURB LINE OF 11 TH STREET, AC2260'26.8 FEET WEST OF THE NORTHEAST CORNER OF THE PUMPING STATION, AC2260'0.4 FOOT EAST OF THE EAST EDGE OF THE EXHAUST STACK AND 1 1/2 AC2260'FEET ABOVE THE LEVEL OF 11 TH STREET. AC2260 AC2260 STATION RECOVERY (1973) AC2260 AC2260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AC2260'RECOVERED IN GOOD CONDITION. AC2260 AC2260 STATION RECOVERY (2003) AC2260 AC2260'RECOVERY NOTE BY US POWER SQUADRON 2003 (CGT) AC2260'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC2259 *********************************************************************** AC2259 DESIGNATION - X 310 AC2259 PID - AC2259 AC2259 STATE/COUNTY- FL/DADE AC2259 USGS QUAD - MIAMI (1994) AC2259 AC2259 *CURRENT SURVEY CONTROL AC2259 ___________________________________________________________________ AC2259* NAD 83(1986)- 25 46 55. (N) 080 07 57. (W) SCALED AC2259* NAVD 88 - 2.077 (meters) 6.81 (feet) ADJUSTED AC2259 ___________________________________________________________________ AC2259 GEOID HEIGHT- -25.69 (meters) GEOID99 AC2259 DYNAMIC HT - 2.074 (meters) 6.80 (feet) COMP AC2259 MODELED GRAV- 979,029.9 (mgal) NAVD 88 AC2259 AC2259 VERT ORDER - SECOND CLASS 0 AC2259 AC2259.The horizontal coordinates were scaled from a topographic map and have AC2259.an estimated accuracy of +/- 6 seconds. AC2259 AC2259.The orthometric height was determined by differential leveling AC2259.and adjusted by the National Geodetic Survey in June 1991. AC2259 AC2259.The geoid height was determined by GEOID99. AC2259 AC2259.The dynamic height is computed by dividing the NAVD 88 AC2259.geopotential number by the normal gravity value computed on the AC2259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC2259.degrees latitude (g = 980.6199 gals.). AC2259 AC2259.The modeled gravity was interpolated from observed gravity values. AC2259 AC2259; North East Units Estimated Accuracy AC2259;SPC FL E - 160,750. 287,010. MT (+/- 180 meters Scaled) AC2259 AC2259 SUPERSEDED SURVEY CONTROL AC2259 AC2259 NGVD 29 - 2.550 (m) 8.37 (f) ADJ UNCH 2 0 AC2259 AC2259.Superseded values are not recommended for survey control. AC2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC2259.See file dsdata.txt to determine how the superseded data were derived. AC2259 AC2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ869518(NAD 83) AC2259_MARKER: DB = BENCH MARK DISK AC2259_SETTING: 30 = CONCRETE BASE AC2259_STAMPING: X 310 1970 AC2259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC2259 AC2259 HISTORY - Date Condition Report By AC2259 HISTORY - UNK MONUMENTED CGS AC2259 HISTORY - 1970 GOOD NGS AC2259 HISTORY - 1973 GOOD NGS AC2259 HISTORY - 1987 GOOD USPSQD AC2259 HISTORY - 20030127 GOOD USPSQD AC2259 AC2259 STATION DESCRIPTION AC2259 AC2259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AC2259'AT MIAMI BEACH. AC2259'AT MIAMI BEACH, IN A SMALL CITY PARK BETWEEN WASHINGTON AVENUE AC2259'AND DREXEL AVENUE, ON THE GROUNDS OF THE MIAMI BEACH CITY AC2259'HALL, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE AC2259'BASE FOR THE AMERICAN LEGION MEMORIAL, 64.5 FEET NORTH OF THE AC2259'NORTH CURB LINE OF 11 TH STREET, 75.4 FEET SOUTH OF THE SOUTHEAST AC2259'CORNER OF THE CITY HALL, 28 FEET WEST OF THE WEST CURB OF AC2259'WASHINGTON AVENUE, 2 FEET ABOVE THE LEVEL OF THE GROUND AND AC2259'2 1/2 FEET ABOVE THE LEVEL OF THE AVENUE. AC2259 AC2259 STATION RECOVERY (1973) AC2259 AC2259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AC2259'RECOVERED IN GOOD CONDITION. AC2259 AC2259 STATION RECOVERY (1987) AC2259 AC2259'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD) AC2259'RECOVERED IN GOOD CONDITION. AC2259 AC2259 STATION RECOVERY (2003) AC2259 AC2259'RECOVERY NOTE BY US POWER SQUADRON 2003 (CGT) AC2259'CITY HALL IS NOW OFFICES OF POLICE DEPARTMENT 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC2262 *********************************************************************** AC2262 DESIGNATION - Y 310 AC2262 PID - AC2262 AC2262 STATE/COUNTY- FL/DADE AC2262 USGS QUAD - MIAMI (1994) AC2262 AC2262 *CURRENT SURVEY CONTROL AC2262 ___________________________________________________________________ AC2262* NAD 83(1986)- 25 47 32. (N) 080 07 55. (W) SCALED AC2262* NAVD 88 - 1.646 (meters) 5.40 (feet) ADJUSTED AC2262 ___________________________________________________________________ AC2262 GEOID HEIGHT- -25.68 (meters) GEOID99 AC2262 DYNAMIC HT - 1.644 (meters) 5.39 (feet) COMP AC2262 MODELED GRAV- 979,031.4 (mgal) NAVD 88 AC2262 AC2262 VERT ORDER - SECOND CLASS 0 AC2262 AC2262.The horizontal coordinates were scaled from a topographic map and have AC2262.an estimated accuracy of +/- 6 seconds. AC2262 AC2262.The orthometric height was determined by differential leveling AC2262.and adjusted by the National Geodetic Survey in June 1991. AC2262 AC2262.The geoid height was determined by GEOID99. AC2262 AC2262.The dynamic height is computed by dividing the NAVD 88 AC2262.geopotential number by the normal gravity value computed on the AC2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC2262.degrees latitude (g = 980.6199 gals.). AC2262 AC2262.The modeled gravity was interpolated from observed gravity values. AC2262 AC2262; North East Units Estimated Accuracy AC2262;SPC FL E - 161,880. 287,060. MT (+/- 180 meters Scaled) AC2262 AC2262 SUPERSEDED SURVEY CONTROL AC2262 AC2262 NGVD 29 - 2.119 (m) 6.95 (f) ADJ UNCH 2 0 AC2262 AC2262.Superseded values are not recommended for survey control. AC2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC2262.See file dsdata.txt to determine how the superseded data were derived. AC2262 AC2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ870529(NAD 83) AC2262_MARKER: DB = BENCH MARK DISK AC2262_SETTING: 36 = SEWER STATION AC2262_STAMPING: Y 310 1970 AC2262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC2262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AC2262+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2003 AC2262 AC2262 HISTORY - Date Condition Report By AC2262 HISTORY - 1970 MONUMENTED NGS AC2262 HISTORY - 1973 GOOD NGS AC2262 HISTORY - 1987 GOOD USPSQD AC2262 HISTORY - 20030127 GOOD USPSQD AC2262 AC2262 STATION DESCRIPTION AC2262 AC2262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AC2262'AT MIAMI BEACH. AC2262'AT MIAMI BEACH, AT THE NORTHWEST CORNER OF THE INTERSECTION AC2262'OF WASHINGTON AVENUE AND 17 TH STREET, AT THE SOUTHEAST CORNER AC2262'OF THE GROUND OF THE MIAMI BEACH AUDITORIUM (JACKIE GLEASON BLDG), AC2262'SET IN THE TOP OF THE NORTHWEST CORNER OF THE TOP OF A SEWER AC2262'PUMPING STATION WHICH IS 27 1/2 FEET LONG AND 12 FEET WIDE, AC2262'85.7 FEET WEST OF THE WEST CURB LINE OF WASHINGTON AVENUE, 71 AC2262'FEET NORTH OF THE NORTH CURB LINE OF 17 TH STREET AND ABOUT AC2262'LEVEL WITH THE STREET. NOTE-- THE BASE IS REPORTED TO BE AC2262'20 FEET DEEP AND ON TOP OF SOLID ROCK. AC2262 AC2262 STATION RECOVERY (1973) AC2262 AC2262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AC2262'RECOVERED IN GOOD CONDITION. AC2262 AC2262 STATION RECOVERY (1987) AC2262 AC2262'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD) AC2262'RECOVERED IN GOOD CONDITION. AC2262 AC2262 STATION RECOVERY (2003) AC2262 AC2262'RECOVERY NOTE BY US POWER SQUADRON 2003 (CGT) AC2262'RECOVERED IN GOOD CONDITION.