1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7373 *********************************************************************** AG7373 DESIGNATION - 84 ERS USGS RESET 1978 AG7373 PID - AG7373 AG7373 STATE/COUNTY- FL/CHARLOTTE AG7373 USGS QUAD - PUNTA GORDA (1987) AG7373 AG7373 *CURRENT SURVEY CONTROL AG7373 ___________________________________________________________________ AG7373* NAD 83(1986)- 26 58 50. (N) 082 01 21. (W) SCALED AG7373* NAVD 88 - 2.19 (+/-2cm) 7.2 (feet) VERTCON AG7373 ___________________________________________________________________ AG7373 GEOID HEIGHT- -24.02 (meters) GEOID99 AG7373 AG7373 VERT ORDER - THIRD (See Below) AG7373 AG7373.The horizontal coordinates were scaled from a topographic map and have AG7373.an estimated accuracy of +/- 6 seconds. AG7373 AG7373.The NAVD 88 height was computed by applying the VERTCON shift value to AG7373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7373.The vertical order pertains to the superseded datum. AG7373 AG7373.The geoid height was determined by GEOID99. AG7373 AG7373; North East Units Estimated Accuracy AG7373;SPC FL W - 293,250. 197,770. MT (+/- 180 meters Scaled) AG7373 AG7373 SUPERSEDED SURVEY CONTROL AG7373 AG7373 NGVD 29 - 2.53 (m) 8.3 (f) RESET 3 AG7373 AG7373.Superseded values are not recommended for survey control. AG7373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7373.See file dsdata.txt to determine how the superseded data were derived. AG7373 AG7373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK985846(NAD 83) AG7373_MARKER: DB = BENCH MARK DISK AG7373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7373_STAMPING: 84 ERS RESET 1978 AG7373_PROJECTION: FLUSH AG7373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7373+STABILITY: SURFACE MOTION AG7373 AG7373 HISTORY - Date Condition Report By AG7373 HISTORY - 1978 MONUMENTED NGS AG7373 HISTORY - 1990 MARK NOT FOUND USPSQD AG7373 AG7373 STATION DESCRIPTION AG7373 AG7373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AG7373'6.3 MI NE FROM PUNTA GORDA. AG7373'2.65 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION AG7373'OF U.S. HIGHWAY 17 AT PUNTA GORDA, THENCE 3.65 MILES EAST AG7373'ALONG STATE HIGHWAY 776, 200.0 FEET SOUTH-SOUTHEAST OF THE AG7373'CENTERLINE OF STATE HIGHWAY 776, 247.0 FEET EAST OF THE APPROX. AG7373'CENTER OF INTERSTATE 75, AND 2.0 FEET SOUTHWEST OF A METAL AG7373'WITNESS POST. AG7373'THE MARK IS 2.5 FT N FROM A WITNESS POST. AG7373 AG7373 STATION RECOVERY (1990) AG7373 AG7373'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI) AG7373'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG1631 *********************************************************************** AG1631 TIDAL BM - This is a Tidal Bench Mark. AG1631 DESIGNATION - 872 5744 TIDAL 2 AG1631 PID - AG1631 AG1631 STATE/COUNTY- FL/CHARLOTTE AG1631 USGS QUAD - PUNTA GORDA (1987) AG1631 AG1631 *CURRENT SURVEY CONTROL AG1631 ___________________________________________________________________ AG1631* NAD 83(1986)- 26 55 45. (N) 082 03 53. (W) SCALED AG1631* NAVD 88 - 1.368 (meters) 4.49 (feet) ADJUSTED AG1631 ___________________________________________________________________ AG1631 GEOID HEIGHT- -23.91 (meters) GEOID99 AG1631 DYNAMIC HT - 1.366 (meters) 4.48 (feet) COMP AG1631 MODELED GRAV- 979,114.1 (mgal) NAVD 88 AG1631 AG1631 VERT ORDER - FIRST CLASS I AG1631 AG1631.The horizontal coordinates were scaled from a topographic map and have AG1631.an estimated accuracy of +/- 6 seconds. AG1631 AG1631.The orthometric height was determined by differential leveling AG1631.and adjusted by the National Geodetic Survey in June 1991. AG1631 AG1631.This Tidal Bench Mark is designated as VM 11151 AG1631.by the Center for Operational Oceanographic Products and Services. AG1631 AG1631.The geoid height was determined by GEOID99. AG1631 AG1631.The dynamic height is computed by dividing the NAVD 88 AG1631.geopotential number by the normal gravity value computed on the AG1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG1631.degrees latitude (g = 980.6199 gals.). AG1631 AG1631.The modeled gravity was interpolated from observed gravity values. AG1631 AG1631; North East Units Estimated Accuracy AG1631;SPC FL W - 287,560. 193,570. MT (+/- 180 meters Scaled) AG1631 AG1631 SUPERSEDED SURVEY CONTROL AG1631 AG1631 NGVD 29 - 1.71 (m) 5.6 (f) COMPUTED 1 1 AG1631 AG1631.Superseded values are not recommended for survey control. AG1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1631.See file dsdata.txt to determine how the superseded data were derived. AG1631 AG1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK942790(NAD 83) AG1631_MARKER: DJ = TIDAL STATION DISK AG1631_SETTING: 30 = CURB AG1631_STAMPING: B M 2 1955 AG1631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG1631 AG1631 HISTORY - Date Condition Report By AG1631 HISTORY - 1955 MONUMENTED CGS AG1631 HISTORY - 1966 GOOD NGS AG1631 HISTORY - 1974 GOOD LOCENG AG1631 HISTORY - 1989 MARK NOT FOUND USPSQD AG1631 HISTORY - 19940713 MARK NOT FOUND USPSQD AG1631 HISTORY - 20010331 MARK NOT FOUND NGS AG1631 AG1631 STATION DESCRIPTION AG1631 AG1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG1631'AT PUNTA GORDA. AG1631'AT PUNTA GORDA, 0.2 MILE NORTHWEST ALONG TAYLOR STREET FROM AG1631'THE COURTHOUSE, THENCE ABOUT 0.9 MILE SOUTHWEST ALONG RETTA AG1631'ESPLANADE, THENCE 0.1 MILE NORTHWEST ALONG MAUD STREET, AT THE AG1631'GULF OIL CORP. BULK PLANT, SET IN THE TOP OF A 6-INCH CONCRETE AG1631'CURB AT THE WEST CORNER OF A BRICK GARAGE BUILDING, 72.0 FEET AG1631'SOUTHWEST OF THE CENTER LINE OF MAUD STREET, 59 1/2 FEET NORTHEAST AG1631'OF THE SOUTHWEST EDGE OF THE DOCK, AND ABOUT 3 INCHES ABOVE THE AG1631'LEVEL OF THE GROUND. AG1631 AG1631 STATION RECOVERY (1974) AG1631 AG1631'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 AG1631'RECOVERED IN GOOD CONDITION. AG1631 AG1631 STATION RECOVERY (1989) AG1631 AG1631'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEI) AG1631'MARK NOT FOUND. AG1631 AG1631 STATION RECOVERY (1994) AG1631 AG1631'RECOVERY NOTE BY US POWER SQUADRON 1994 AG1631'MARK NOT FOUND. AG1631 AG1631 STATION RECOVERY (2001) AG1631 AG1631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG1631'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG1632 *********************************************************************** AG1632 TIDAL BM - This is a Tidal Bench Mark. AG1632 DESIGNATION - 872 5744 TIDAL 3 AG1632 PID - AG1632 AG1632 STATE/COUNTY- FL/CHARLOTTE AG1632 USGS QUAD - PUNTA GORDA (1987) AG1632 AG1632 *CURRENT SURVEY CONTROL AG1632 ___________________________________________________________________ AG1632* NAD 83(1986)- 26 55 44. (N) 082 03 53. (W) SCALED AG1632* NAVD 88 - 1.135 (meters) 3.72 (feet) ADJUSTED AG1632 ___________________________________________________________________ AG1632 GEOID HEIGHT- -23.91 (meters) GEOID99 AG1632 DYNAMIC HT - 1.133 (meters) 3.72 (feet) COMP AG1632 MODELED GRAV- 979,114.1 (mgal) NAVD 88 AG1632 AG1632 VERT ORDER - FIRST CLASS I AG1632 AG1632.The horizontal coordinates were scaled from a topographic map and have AG1632.an estimated accuracy of +/- 6 seconds. AG1632 AG1632.The orthometric height was determined by differential leveling AG1632.and adjusted by the National Geodetic Survey in June 1991. AG1632 AG1632.This Tidal Bench Mark is designated as VM 11152 AG1632.by the Center for Operational Oceanographic Products and Services. AG1632 AG1632.The geoid height was determined by GEOID99. AG1632 AG1632.The dynamic height is computed by dividing the NAVD 88 AG1632.geopotential number by the normal gravity value computed on the AG1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG1632.degrees latitude (g = 980.6199 gals.). AG1632 AG1632.The modeled gravity was interpolated from observed gravity values. AG1632 AG1632; North East Units Estimated Accuracy AG1632;SPC FL W - 287,530. 193,570. MT (+/- 180 meters Scaled) AG1632 AG1632 SUPERSEDED SURVEY CONTROL AG1632 AG1632 NGVD 29 - 1.48 (m) 4.9 (f) COMPUTED 1 1 AG1632 AG1632.Superseded values are not recommended for survey control. AG1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1632.See file dsdata.txt to determine how the superseded data were derived. AG1632 AG1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK942790(NAD 83) AG1632_MARKER: DJ = TIDAL STATION DISK AG1632_SETTING: 30 = CONCRETE SLAB AG1632_STAMPING: B M 3 1955 AG1632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG1632 AG1632 HISTORY - Date Condition Report By AG1632 HISTORY - 1955 MONUMENTED CGS AG1632 HISTORY - 1966 GOOD NGS AG1632 HISTORY - 1974 GOOD LOCENG AG1632 HISTORY - 1989 MARK NOT FOUND USPSQD AG1632 HISTORY - 19940713 MARK NOT FOUND USPSQD AG1632 HISTORY - 20010331 MARK NOT FOUND NGS AG1632 AG1632 STATION DESCRIPTION AG1632 AG1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG1632'AT PUNTA GORDA. AG1632'AT PUNTA GORDA, ABOUT 0.2 MILE NORTHWEST ALONG TAYLOR STREET AG1632'FROM THE COURTHOUSE, THENCE ABOUT 0.9 MILE SOUTHWEST ALONG AG1632'RETTA ESPLANADE, THENCE ABOUT 0.1 MILE NORTHWEST ALONG MAUD AG1632'STREET, AT THE GULF OIL CORP. DOCK AND BULK PLANT, SET IN THE AG1632'TOP AT THE SOUTH CORNER OF A LARGE CONCRETE SLAB THAT IS BETWEEN AG1632'THE DOCK AND THE WAREHOUSE, 32 FEET SOUTH OF THE SOUTH CORNER AG1632'OF THE WAREHOUSE, 4.3 FEET NORTHEAST OF THE SOUTHWEST EDGE OF AG1632'THE DOCK, 1.1 FEET NORTH OF THE WEST CORNER OF A CONCRETE BASE AG1632'OF A GAS PUMP AND ABOUT LEVEL WITH THE DOCK. AG1632 AG1632 STATION RECOVERY (1974) AG1632 AG1632'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 AG1632'RECOVERED IN GOOD CONDITION. AG1632 AG1632 STATION RECOVERY (1989) AG1632 AG1632'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEI) AG1632'MARK NOT FOUND. AG1632 AG1632 STATION RECOVERY (1994) AG1632 AG1632'RECOVERY NOTE BY US POWER SQUADRON 1994 AG1632'MARK NOT FOUND. AG1632 AG1632 STATION RECOVERY (2001) AG1632 AG1632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG1632'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7382 *********************************************************************** AG7382 DESIGNATION - ACLINE 2 AG7382 PID - AG7382 AG7382 STATE/COUNTY- FL/CHARLOTTE AG7382 USGS QUAD - PUNTA GORDA (1987) AG7382 AG7382 *CURRENT SURVEY CONTROL AG7382 ___________________________________________________________________ AG7382* NAD 83(1990)- 26 53 33.16074(N) 082 01 30.72297(W) ADJUSTED AG7382* NAVD 88 - 1.810 (meters) 5.94 (feet) ADJUSTED AG7382 ___________________________________________________________________ AG7382 LAPLACE CORR- -1.35 (seconds) DEFLEC99 AG7382 GEOID HEIGHT- -23.92 (meters) GEOID99 AG7382 DYNAMIC HT - 1.807 (meters) 5.93 (feet) COMP AG7382 MODELED GRAV- 979,109.2 (mgal) NAVD 88 AG7382 AG7382 HORZ ORDER - THIRD AG7382 VERT ORDER - SECOND CLASS II AG7382 AG7382.The horizontal coordinates were established by classical geodetic methods AG7382.and adjusted by the National Geodetic Survey in May 1991. AG7382 AG7382.The orthometric height was determined by differential leveling AG7382.and adjusted by the National Geodetic Survey in June 1991. AG7382 AG7382.The Laplace correction was computed from DEFLEC99 derived deflections. AG7382 AG7382.The geoid height was determined by GEOID99. AG7382 AG7382.The dynamic height is computed by dividing the NAVD 88 AG7382.geopotential number by the normal gravity value computed on the AG7382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7382.degrees latitude (g = 980.6199 gals.). AG7382 AG7382.The modeled gravity was interpolated from observed gravity values. AG7382 AG7382; North East Units Scale Converg. AG7382;SPC FL W - 283,498.661 197,496.469 MT 0.99994125 -0 00 41.0 AG7382;UTM 17 - 2,974,945.709 398,184.772 MT 0.99972797 -0 27 49.5 AG7382 AG7382|---------------------------------------------------------------------| AG7382| PID Reference Object Distance Geod. Az | AG7382| dddmmss.s | AG7382| AG1641 ACLINE 17.718 METERS 06111 | AG7382| AG7380 ACLINE 2 RM 3 20.986 METERS 14018 | AG7382| AG7383 ACLINE 2 RM 4 12.119 METERS 31721 | AG7382| AG7381 ACLINE 2 AZ MK 374.472 METERS 31927 | AG7382| AG1639 ACLINE AZ MK 3211535.9 | AG7382| AG7943 ACLINE 2 RM 5 9.629 METERS 35029 | AG7382|---------------------------------------------------------------------| AG7382 AG7382 SUPERSEDED SURVEY CONTROL AG7382 AG7382 NAD 83(1986)- 26 53 33.16081(N) 082 01 30.73757(W) AD( ) 3 AG7382 NAD 27 - 26 53 31.93630(N) 082 01 31.42001(W) AD( ) 3 AG7382 NGVD 29 - 2.159 (m) 7.08 (f) ADJUSTED 2 2 AG7382 AG7382.Superseded values are not recommended for survey control. AG7382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7382.See file dsdata.txt to determine how the superseded data were derived. AG7382 AG7382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9818574946(NAD 83) AG7382_MARKER: DS = TRIANGULATION STATION DISK AG7382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7382_STAMPING: ACLINE 2 1980 AG7382_MARK LOGO: NGS AG7382_PROJECTION: FLUSH AG7382_MAGNETIC: N = NO MAGNETIC MATERIAL AG7382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7382+STABILITY: SURFACE MOTION AG7382 AG7382 HISTORY - Date Condition Report By AG7382 HISTORY - 1980 MONUMENTED NGS AG7382 HISTORY - 1980 GOOD NGS AG7382 HISTORY - 1981 GOOD NOS AG7382 HISTORY - 1982 GOOD FLDT AG7382 HISTORY - 1983 GOOD FLDT AG7382 HISTORY - 1989 GOOD USPSQD AG7382 HISTORY - 19920803 MARK NOT FOUND USPSQD AG7382 HISTORY - 19950616 MARK NOT FOUND USPSQD AG7382 HISTORY - 20021225 GOOD USPSQD AG7382 AG7382 STATION DESCRIPTION AG7382 AG7382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN) AG7382'STATION IS LOCATED ABOUT 3.4 MILES SOUTHEAST OF PUNTA GORDA, 0.4 MILE AG7382'NORTHWEST OF BRIDGE OVER ALLIGATOR CREEK, ABOUT 60 YARDS SOUTHWEST AG7382'OF THE RAILROAD TRACK AND AT THE JUNCTION OF U.S. HIGHWAY 41 AND AG7382'MADRID BOULEVARD. AG7382' AG7382'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 41 IN PUNTA GORDA, AG7382'GO SOUTHEAST ON HIGHWAY 41 FOR 3.4 MILES TO MADRID BOULEVARD AND THE AG7382'STATION ON RIGHT. AG7382' AG7382'STATION MARKS ARE STANDARD DISKS STAMPED ACLINE 2 1980. THE SURFACE AG7382'DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS AG7382'SET FLUSH WITH THE GROUND SURFACE. IT IS 72.0 FEET SOUTHWEST OF THE AG7382'CENTER OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 41, 73.0 FEET SOUTHEAST AG7382'OF THE CENTER OF MADRID BOULEVARD, 167.0 FEET SOUTHEAST OF A SIGN AG7382'BURNT STORE GOLF AND RACQUET CLUB, 41.5 FEET SOUTHEAST OF A POWER AG7382'LINE POLE, 2.4 FEET NORTHWEST OF A METAL WITNESS POST, 2.2 FEET AG7382'SOUTHEAST OF A METAL WITNESS POST AND 2.0 FEET NORTHEAST OF THE AG7382'RIGHT-OF-WAY LINE. THE UNDERGROUND DISK IS SET IN THE TOP OF AN AG7382'IRREGULAR MASS OF CONCRETE 36-INCHES BELOW THE GROUND SURFACE. AG7382' AG7382'REFERENCE MARK 3 A STANDARD DISK STAMPED ACLINE 2 NO 3 1980, IS SET AG7382'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH AG7382'WITH THE GROUND SURFACE. IT IS 142.5 FEET SOUTHEAST OF THE CENTER AG7382'OF MADRID BOULEVARD, 73.0 FEET SOUTHWEST OF THE SOUTH BOUND LANE OF AG7382'U.S. HIGHWAY 41, 31.0 FEET EAST-SOUTHEAST OF A 12-INCH PINE TREE AND AG7382'1.1 FEET NORTHEAST OF A METAL WITNESS POST. AG7382' AG7382'REFERENCE MARK 4 A STANDARD DISK STAMPED ACLINE 2 NO 4 1980, IS SET AG7382'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH AG7382'WITH THE GROUND. IT IS 73.0 FEET SOUTHWEST OF THE CENTER OF AG7382'U.S. HIGHWAY 41 SOUTH BOUND LANE, 34.0 FEET SOUTHEAST OF THE CENTER AG7382'OF MADRID BOULEVARD, 2.0 FEET SOUTHEAST OF A POWER LINE POLE AND 1.3 AG7382'FEET SOUTHEAST OF A METAL WITNESS POST. AG7382' AG7382'AZIMUTH MARK, A STANDARD DISK STAMPED ACLINE 2 1980, IS SET IN THE AG7382'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH WITH THE AG7382'SURFACE OF GROUND. IT IS 64.5 FEET SOUTHWEST OF THE SOUTH BOUND AG7382'LANE OF HIGHWAYS CENTER, 2.0 FEET NORTHEAST OF POWER LINE POLE 82, AG7382'2.0 FEET NORTHEAST OF HIGHWAY RIGHT-OF-WAY AND 1.5 FEET NORTHEAST OF AG7382'A METAL WITNESS POST. AG7382' AG7382'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON HIGHWAY AG7382'41 FOR 0.25 MILE TO MARK ON LEFT. AG7382 AG7382 STATION RECOVERY (1980) AG7382 AG7382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 AG7382'3.4 MI SE FROM PUNTA GORDA. AG7382'3.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH AG7382'U.S.HIGHWAY 17 IN DOWNTOWN PUNTA GORDA, 167.0 FEET SOUTHEAST OF THE AG7382'CENTER OF SIGN BURNT STORE GOLF AND RACQUET CLUB, 73.0 FEET AG7382'SOUTHEAST OF THE CENTER OF MADRID BOULVARD, 72.0 FEET SOUTHWEST AG7382'OF THE CENTER OF HIGHWAY 41, 41.5 FEET SOUTHEAST OF A POWERLINE AG7382'POLE. AG7382'THE MARK IS 2.2 FT SE FROM A WITNESS POST. AG7382 AG7382 STATION RECOVERY (1981) AG7382 AG7382'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH) AG7382'THE STATION, REFERENCE MARK 3, AND THE AZIMUTH MARK WERE RECOVERED AG7382'AS DESCRIBED. A THIRD-ORDER POSITION WAS SET ON THE AZIMUTH MARK. AG7382'THE STATION IS ALSO A BENCH MARK. AG7382' AG7382'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.72 METERS. AG7382 AG7382 STATION RECOVERY (1982) AG7382 AG7382'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AG7382'RECOVERED IN GOOD CONDITION. AG7382 AG7382 STATION RECOVERY (1983) AG7382 AG7382'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1983 (CBM) AG7382'HORIZONTAL DESCRIPTION FOR ACLINE 2 NOT AVAILABLE. SEE NEW AG7382'DESCRIPTION. AG7382' AG7382'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF PUNTA GORDA AND AG7382'ABOUT 17 MILES NORTHWEST OF FORT MYERS, ON U.S. ROUTE 41 RIGHT-OF-WAY. AG7382' AG7382'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 41 AND 17 AT PUNTA AG7382'GORDA, GO SOUTHEAST ALONG U.S. HIGHWAY 41 FOR 3.4 MILES TO STATION ON AG7382'SOUTHWEST SIDE OF U.S. HIGHWAY 41 SOUTHBOUND LANE. AG7382' AG7382'STATION MARK IS A STANDARD NATIONAL GEODETIC SURVEY BRASS DISK, AG7382'STAMPED---ACLINE 2 1980---, SET IN TOP OF ROUND CONCRETE MONUMENT THAT AG7382'IS 1 INCH BELOW GROUND. IT IS 2.5 FEET NORTHWEST OF METAL WITNESS AG7382'POST, 40.8 FEET SOUTHEAST OF UTILITY POLE, 69.3 FEET SOUTHWEST OF AG7382'CENTER OF U.S. HIGHWAY 41 SOUTHBOUND LANE AND 73.5 FEET SOUTHEAST OF AG7382'MADRID BOULEVARD. AG7382' AG7382'REFERENCE MARK NUMBER 3 IS A STANDARD NATIONAL GEODETIC SURVEY BRASS AG7382'DISK, STAMPED---ACLINE NO 3 1980---, SET IN TOP OF ROUND CONCRETE AG7382'MONUMENT THAT IS 4 INCHES BELOW GROUND. IT IS 1.0 FOOT NORTHEAST OF AG7382'METAL WITNESS POST, 30.5 FEET EAST-SOUTHEAST OF AN 8 INCH PINE TREE, AG7382'70.4 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 41 SOUTHBOUND LANE AND AG7382'142.4 FEET SOUTHEAST OF CENTER OF MADRID BOULEVARD. AG7382' AG7382'REFERENCE MARK NUMBER 4 HAD BEEN DISTURBED. REFERENCE MARK NUMBER 4 AG7382'DESTROYED AND REFERENCE MARK NUMBER 5 ESTABLISHED. AG7382' AG7382'REFERENCE MARK NUMBER 5 IS A STANDARD FLORIDA DEPARTMENT OF AG7382'TRANSPORTATION BRASS DISK, STAMPED---ACLINE 2 NO 5 1983---, SET FLUSH AG7382'IN DRILL HOLE IN CONCRETE CULVERT HEADWALL. IT IS 7.0 FEET NORTHEAST AG7382'OF SOUTHWEST END OF HEADWALL, 22.5 FEET EAST OF UTILITY POLE, 47.5 AG7382'FEET SOUTHEAST OF CENTER OF MADRID BOULEVARD AND 53 FEET SOUTHWEST OF AG7382'CENTER OF U.S. ROUTE 41 SOUTHBOUND LANE. AG7382' AG7382'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY BRASS DISK, AG7382'STAMPED---ACLINE 2 1980---, SET IN TOP OF ROUND CONCRETE MONUMENT THAT AG7382'IS 2 INCHES BELOW GROUND. IT IS 1.3 FEET NORTHEAST OF METAL WITNESS AG7382'POST, 1.5 FEET NORTHEAST OF UTILITY POLE, 63.5 FEET SOUTHWEST OF AG7382'CENTER OF U.S. ROUTE 41 SOUTHBOUND LANE AND 130.5 FEET NORTHWEST OF AG7382'CENTER OF SOUTHWEST END OF CONCRETE PIPE. IT IS ABOUT 0.25 MILE AG7382'NORTHWEST OF STATION. AG7382 AG7382 STATION RECOVERY (1989) AG7382 AG7382'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEI) AG7382'RECOVERED IN GOOD CONDITION. AG7382 AG7382 STATION RECOVERY (1992) AG7382 AG7382'RECOVERY NOTE BY US POWER SQUADRON 1992 (CIH) AG7382'MARK NOT FOUND. AG7382 AG7382 STATION RECOVERY (1995) AG7382 AG7382'RECOVERY NOTE BY US POWER SQUADRON 1995 AG7382'MARK NOT FOUND. AG7382 AG7382 STATION RECOVERY (2002) AG7382 AG7382'RECOVERY NOTE BY US POWER SQUADRON 2002 (KK) AG7382'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7380 *********************************************************************** AG7380 DESIGNATION - ACLINE 2 RM 3 AG7380 PID - AG7380 AG7380 STATE/COUNTY- FL/CHARLOTTE AG7380 USGS QUAD - PUNTA GORDA (1987) AG7380 AG7380 *CURRENT SURVEY CONTROL AG7380 ___________________________________________________________________ AG7380* NAD 83(1990)- 26 53 32.63609(N) 082 01 30.23730(W) ADJUSTED AG7380* NAVD 88 - 1.817 (meters) 5.96 (feet) ADJUSTED AG7380 ___________________________________________________________________ AG7380 LAPLACE CORR- -1.35 (seconds) DEFLEC99 AG7380 GEOID HEIGHT- -23.92 (meters) GEOID99 AG7380 DYNAMIC HT - 1.815 (meters) 5.95 (feet) COMP AG7380 MODELED GRAV- 979,109.2 (mgal) NAVD 88 AG7380 AG7380 HORZ ORDER - SECOND AG7380 VERT ORDER - SECOND CLASS II AG7380 AG7380.The horizontal coordinates were established by classical geodetic methods AG7380.and adjusted by the National Geodetic Survey in May 1991. AG7380 AG7380.The orthometric height was determined by differential leveling AG7380.and adjusted by the National Geodetic Survey in June 1991. AG7380 AG7380.The Laplace correction was computed from DEFLEC99 derived deflections. AG7380 AG7380.The geoid height was determined by GEOID99. AG7380 AG7380.The dynamic height is computed by dividing the NAVD 88 AG7380.geopotential number by the normal gravity value computed on the AG7380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7380.degrees latitude (g = 980.6199 gals.). AG7380 AG7380.The modeled gravity was interpolated from observed gravity values. AG7380 AG7380; North East Units Scale Converg. AG7380;SPC FL W - 283,482.511 197,509.868 MT 0.99994125 -0 00 40.8 AG7380;UTM 17 - 2,974,929.458 398,198.040 MT 0.99972794 -0 27 49.3 AG7380 AG7380 SUPERSEDED SURVEY CONTROL AG7380 AG7380 NAD 83(1986)- 26 53 32.63614(N) 082 01 30.25188(W) AD( ) 2 AG7380 NGVD 29 - 2.167 (m) 7.11 (f) ADJUSTED 2 2 AG7380 AG7380.Superseded values are not recommended for survey control. AG7380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7380.See file dsdata.txt to determine how the superseded data were derived. AG7380 AG7380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9819874929(NAD 83) AG7380_MARKER: DR = REFERENCE MARK DISK AG7380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7380_STAMPING: ACLINE 2 NO 3 1980 AG7380_MARK LOGO: NGS AG7380_PROJECTION: FLUSH AG7380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7380+STABILITY: SURFACE MOTION AG7380 AG7380 HISTORY - Date Condition Report By AG7380 HISTORY - 1980 MONUMENTED NGS AG7380 HISTORY - 1982 GOOD FLDT AG7380 HISTORY - 1989 MARK NOT FOUND USPSQD AG7380 HISTORY - 19920803 MARK NOT FOUND USPSQD AG7380 HISTORY - 19950616 MARK NOT FOUND USPSQD AG7380 AG7380 STATION DESCRIPTION AG7380 AG7380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 AG7380'3.4 MI SE FROM PUNTA GORDA. AG7380'3.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH AG7380'U.S. HIGHWAY 17 IN DOWNTOWN PUNTA GORDA, 142.5 FEET SOUTHEAST OF AG7380'THE CENTER OF MADRID BOULEVARD, 73.0 FEET SOUTHWEST OF THE CENTER AG7380'OF THE SOUTHBOUND LANE OF U.S. HIGHWAY 41, AND 31.0 FEET AG7380'EAST-SOUTHEAST OF A 12-INCH PINE TREE. AG7380'THE MARK IS 1.1 FT NE FROM A WITNESS POST. AG7380 AG7380 STATION RECOVERY (1982) AG7380 AG7380'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AG7380'RECOVERED IN GOOD CONDITION. AG7380 AG7380 STATION RECOVERY (1989) AG7380 AG7380'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEI) AG7380'MARK NOT FOUND. AG7380 AG7380 STATION RECOVERY (1992) AG7380 AG7380'RECOVERY NOTE BY US POWER SQUADRON 1992 (CIH) AG7380'MARK NOT FOUND. AG7380 AG7380 STATION RECOVERY (1995) AG7380 AG7380'RECOVERY NOTE BY US POWER SQUADRON 1995 AG7380'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7383 *********************************************************************** AG7383 DESIGNATION - ACLINE 2 RM 4 AG7383 PID - AG7383 AG7383 STATE/COUNTY- FL/CHARLOTTE AG7383 USGS QUAD - PUNTA GORDA (1987) AG7383 AG7383 *CURRENT SURVEY CONTROL AG7383 ___________________________________________________________________ AG7383* NAD 83(1986)- 26 53 32. (N) 082 01 30. (W) SCALED AG7383* NAVD 88 - 1.65 (meters) 5.4 (feet) RESET AG7383 ___________________________________________________________________ AG7383 GEOID HEIGHT- -23.92 (meters) GEOID99 AG7383 AG7383 VERT ORDER - THIRD AG7383 AG7383.The horizontal coordinates were scaled from a topographic map and have AG7383.an estimated accuracy of +/- 6 seconds. AG7383 AG7383.The orthometric height was computed from unverified reset data. AG7383.No vertical observational check was made to the station. AG7383 AG7383.The geoid height was determined by GEOID99. AG7383 AG7383; North East Units Estimated Accuracy AG7383;SPC FL W - 283,460. 197,520. MT (+/- 180 meters Scaled) AG7383 AG7383 SUPERSEDED SURVEY CONTROL AG7383 AG7383 NGVD 29 - 2.00 (m) 6.6 (f) RESET 3 AG7383 AG7383.Superseded values are not recommended for survey control. AG7383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7383.See file dsdata.txt to determine how the superseded data were derived. AG7383 AG7383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK982749(NAD 83) AG7383_MARKER: DR = REFERENCE MARK DISK AG7383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7383_STAMPING: ACLINE 2 NO 4 1980 AG7383_MARK LOGO: NGS AG7383_PROJECTION: FLUSH AG7383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7383+STABILITY: SURFACE MOTION AG7383 AG7383 HISTORY - Date Condition Report By AG7383 HISTORY - 1980 MONUMENTED NGS AG7383 HISTORY - 1982 POOR FLDT AG7383 HISTORY - 1989 GOOD USPSQD AG7383 HISTORY - 19920803 MARK NOT FOUND USPSQD AG7383 HISTORY - 19950614 GOOD USPSQD AG7383 AG7383 STATION DESCRIPTION AG7383 AG7383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 AG7383'3.4 MI SE FROM PUNTA GORDA. AG7383'3.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH AG7383'U.S. HIGHWAY 17 IN DOWNTOWN PUNTA GORDA, 73.0 FEET SOUTHWEST OF AG7383'THE SOUTHBOUND LANE OF U.S. HIGHWAY 41, 34.0 FEET SOUTHEAST OF THE AG7383'CENTER OF MADRID BOULVARD, AND 2.0 FEET SOUTHEAST OF POWERLINE POLE. AG7383'THE MARK IS 1.3 FT SE FROM A WITNESS POST. AG7383 AG7383 STATION RECOVERY (1982) AG7383 AG7383'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AG7383'MARK WAS FOUND LEANING TO THE SOUTHEAST AT ABOUT A 45 DEGREE ANGLE. AG7383 AG7383 STATION RECOVERY (1989) AG7383 AG7383'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEI) AG7383'RECOVERED IN GOOD CONDITION. AG7383 AG7383 STATION RECOVERY (1992) AG7383 AG7383'RECOVERY NOTE BY US POWER SQUADRON 1992 (CIH) AG7383'MARK NOT FOUND. AG7383 AG7383 STATION RECOVERY (1995) AG7383 AG7383'RECOVERY NOTE BY US POWER SQUADRON 1995 AG7383'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7385 *********************************************************************** AG7385 DESIGNATION - CLEVELAND RM 3 AG7385 PID - AG7385 AG7385 STATE/COUNTY- FL/CHARLOTTE AG7385 USGS QUAD - PUNTA GORDA (1987) AG7385 AG7385 *CURRENT SURVEY CONTROL AG7385 ___________________________________________________________________ AG7385* NAD 83(1990)- 26 56 51.47941(N) 082 00 04.10098(W) ADJUSTED AG7385* NAVD 88 - 2.142 (meters) 7.03 (feet) ADJUSTED AG7385 ___________________________________________________________________ AG7385 LAPLACE CORR- -1.34 (seconds) DEFLEC99 AG7385 GEOID HEIGHT- -24.01 (meters) GEOID99 AG7385 DYNAMIC HT - 2.139 (meters) 7.02 (feet) COMP AG7385 MODELED GRAV- 979,112.4 (mgal) NAVD 88 AG7385 AG7385 HORZ ORDER - SECOND AG7385 VERT ORDER - SECOND CLASS II AG7385 AG7385.The horizontal coordinates were established by classical geodetic methods AG7385.and adjusted by the National Geodetic Survey in May 1991. AG7385 AG7385.The orthometric height was determined by differential leveling AG7385.and adjusted by the National Geodetic Survey in June 1991. AG7385 AG7385.The Laplace correction was computed from DEFLEC99 derived deflections. AG7385 AG7385.The geoid height was determined by GEOID99. AG7385 AG7385.The dynamic height is computed by dividing the NAVD 88 AG7385.geopotential number by the normal gravity value computed on the AG7385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7385.degrees latitude (g = 980.6199 gals.). AG7385 AG7385.The modeled gravity was interpolated from observed gravity values. AG7385 AG7385; North East Units Scale Converg. AG7385;SPC FL W - 289,601.986 199,886.887 MT 0.99994118 -0 00 01.9 AG7385;UTM 17 - 2,981,028.637 400,622.820 MT 0.99972192 -0 27 13.4 AG7385 AG7385 SUPERSEDED SURVEY CONTROL AG7385 AG7385 NAD 83(1986)- 26 56 51.47854(N) 082 00 04.11579(W) AD( ) 2 AG7385 NGVD 29 - 2.488 (m) 8.16 (f) ADJUSTED 2 2 AG7385 AG7385.Superseded values are not recommended for survey control. AG7385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7385.See file dsdata.txt to determine how the superseded data were derived. AG7385 AG7385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0062381029(NAD 83) AG7385_MARKER: DR = REFERENCE MARK DISK AG7385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7385_STAMPING: CLEVELAND 1956 NO 3 1982 AG7385_MARK LOGO: NGS AG7385_PROJECTION: FLUSH AG7385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7385+STABILITY: SURFACE MOTION AG7385 AG7385 HISTORY - Date Condition Report By AG7385 HISTORY - 1982 MONUMENTED NGS AG7385 HISTORY - 1982 GOOD FLDT AG7385 HISTORY - 1986 GOOD USPSQD AG7385 HISTORY - 1990 GOOD USPSQD AG7385 AG7385 STATION DESCRIPTION AG7385 AG7385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 AG7385'3.25 MI NE FROM PUNTA GORDA. AG7385'3.25 MILES NORTHEAST ALONG U.S. HIGHWAY 17 FROM ITS JUNCTION WITH AG7385'U.S. HIGHWAY 41 IN PUNTA GORDA, AT THE SOUTH ANGLE OF JUNCTION OF AG7385'U.S. HIGHWAY 17 AND COUNTY HIGHWAY 74, 143.0 FEET SOUTHWEST OF THE AG7385'CENTER OF U.S. HIGHWAY 74, 84.0 FEET SOUTHEAST OF THE CENTER OF AG7385'U.S. HIGHWAY 17, AND 36.5 FEET SOUTHWEST OF A POWERLINE POLE. AG7385'THE MARK IS 2.7 FT NE FROM A WITNESS POST. AG7385'THE MARK IS 2.5 FT BELOW HIGHWAY. AG7385 AG7385 STATION RECOVERY (1982) AG7385 AG7385'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AG7385'RECOVERED IN GOOD CONDITION. AG7385 AG7385 STATION RECOVERY (1986) AG7385 AG7385'RECOVERY NOTE BY US POWER SQUADRON 1986 (GAO) AG7385'RECOVERED IN GOOD CONDITION. AG7385 AG7385 STATION RECOVERY (1990) AG7385 AG7385'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI) AG7385'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7386 *********************************************************************** AG7386 DESIGNATION - CLEVELAND RM 4 AG7386 PID - AG7386 AG7386 STATE/COUNTY- FL/CHARLOTTE AG7386 USGS QUAD - PUNTA GORDA (1987) AG7386 AG7386 *CURRENT SURVEY CONTROL AG7386 ___________________________________________________________________ AG7386* NAD 83(1990)- 26 56 50.58447(N) 082 00 05.07888(W) ADJUSTED AG7386* NAVD 88 - 2.327 (meters) 7.63 (feet) ADJUSTED AG7386 ___________________________________________________________________ AG7386 LAPLACE CORR- -1.34 (seconds) DEFLEC99 AG7386 GEOID HEIGHT- -24.01 (meters) GEOID99 AG7386 DYNAMIC HT - 2.324 (meters) 7.62 (feet) COMP AG7386 MODELED GRAV- 979,112.4 (mgal) NAVD 88 AG7386 AG7386 HORZ ORDER - SECOND AG7386 VERT ORDER - SECOND CLASS II AG7386 AG7386.The horizontal coordinates were established by classical geodetic methods AG7386.and adjusted by the National Geodetic Survey in May 1991. AG7386 AG7386.The orthometric height was determined by differential leveling AG7386.and adjusted by the National Geodetic Survey in June 1991. AG7386 AG7386.The Laplace correction was computed from DEFLEC99 derived deflections. AG7386 AG7386.The geoid height was determined by GEOID99. AG7386 AG7386.The dynamic height is computed by dividing the NAVD 88 AG7386.geopotential number by the normal gravity value computed on the AG7386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7386.degrees latitude (g = 980.6199 gals.). AG7386 AG7386.The modeled gravity was interpolated from observed gravity values. AG7386 AG7386; North East Units Scale Converg. AG7386;SPC FL W - 289,574.443 199,859.914 MT 0.99994118 -0 00 02.3 AG7386;UTM 17 - 2,981,001.314 400,595.636 MT 0.99972198 -0 27 13.9 AG7386 AG7386 SUPERSEDED SURVEY CONTROL AG7386 AG7386 NAD 83(1986)- 26 56 50.58355(N) 082 00 05.09373(W) AD( ) 2 AG7386 NGVD 29 - 2.673 (m) 8.77 (f) ADJUSTED 2 2 AG7386 AG7386.Superseded values are not recommended for survey control. AG7386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7386.See file dsdata.txt to determine how the superseded data were derived. AG7386 AG7386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0059681001(NAD 83) AG7386_MARKER: DR = REFERENCE MARK DISK AG7386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7386_STAMPING: CLEVELAND 1956 NO 4 1982 AG7386_MARK LOGO: NGS AG7386_PROJECTION: FLUSH AG7386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7386+STABILITY: SURFACE MOTION AG7386 AG7386 HISTORY - Date Condition Report By AG7386 HISTORY - 1982 MONUMENTED NGS AG7386 HISTORY - 1982 GOOD FLDT AG7386 HISTORY - 1986 GOOD USPSQD AG7386 HISTORY - 1990 GOOD USPSQD AG7386 AG7386 STATION DESCRIPTION AG7386 AG7386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 AG7386'3.25 MI NE FROM PUNTA GORDA. AG7386'3.25 MILES NORTHEAST ALONG U.S. HIGHWAY 17 FROM ITS JUNCTION WITH AG7386'U.S. HIGHWAY 41 IN PUNTA GORDA, AT THE SOUTH ANGLE OF JUNCTION OF AG7386'U.S. HIGHWAY 17 AND COUNTY ROAD 74, 81.0 FEET SOUTHEAST OF THE AG7386'CENTER OF U.S. HIGHWAY 17 NORTHBOUND LANE, AND 2.0 FEET NORTHEAST AG7386'OF A POWERLINE POLE. AG7386'THE MARK IS 1.0 FT SW FROM A WITNESS POST. AG7386'THE MARK IS 2.5 FT BELOW HIGHWAY. AG7386 AG7386 STATION RECOVERY (1982) AG7386 AG7386'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AG7386'RECOVERED IN GOOD CONDITION. AG7386 AG7386 STATION RECOVERY (1986) AG7386 AG7386'RECOVERY NOTE BY US POWER SQUADRON 1986 (GAO) AG7386'RECOVERED IN GOOD CONDITION. AG7386 AG7386 STATION RECOVERY (1990) AG7386 AG7386'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI) AG7386'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG1096 *********************************************************************** AG1096 DESIGNATION - COLONY PT AG1096 PID - AG1096 AG1096 STATE/COUNTY- FL/CHARLOTTE AG1096 USGS QUAD - PUNTA GORDA (1987) AG1096 AG1096 *CURRENT SURVEY CONTROL AG1096 ___________________________________________________________________ AG1096* NAD 83(1990)- 26 55 37.63092(N) 082 05 13.38719(W) ADJUSTED AG1096* NAVD 88 - 1.5 (meters) 5. (feet) VERTCON AG1096 ___________________________________________________________________ AG1096 LAPLACE CORR- -1.27 (seconds) DEFLEC99 AG1096 GEOID HEIGHT- -23.89 (meters) GEOID99 AG1096 AG1096 HORZ ORDER - THIRD AG1096 AG1096.The horizontal coordinates were established by classical geodetic methods AG1096.and adjusted by the National Geodetic Survey in May 1991. AG1096 AG1096.The NAVD 88 height was computed by applying the VERTCON shift value to AG1096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG1096 AG1096.The Laplace correction was computed from DEFLEC99 derived deflections. AG1096 AG1096.The geoid height was determined by GEOID99. AG1096 AG1096; North East Units Scale Converg. AG1096;SPC FL W - 287,332.149 191,354.607 MT 0.99994210 -0 02 21.9 AG1096;UTM 17 - 2,978,826.798 392,074.643 MT 0.99974379 -0 29 32.4 AG1096 AG1096: Primary Azimuth Mark Grid Az AG1096:SPC FL W - ISLES LIGHT 2 064 24 30.1 AG1096:UTM 17 - ISLES LIGHT 2 064 51 40.6 AG1096 AG1096|---------------------------------------------------------------------| AG1096| PID Reference Object Distance Geod. Az | AG1096| dddmmss.s | AG1096| AG1083 CHARLOTTE HARBOR TANK APPROX. 4.3 KM 0291148.8 | AG1096| AG1094 ISLES LIGHT 2 APPROX. 0.9 KM 0642208.2 | AG1096| AG1098 BEENEY WATERWAY LIGHT 1 APPROX. 2.8 KM 3562621.8 | AG1096|---------------------------------------------------------------------| AG1096 AG1096 SUPERSEDED SURVEY CONTROL AG1096 AG1096 NAD 83(1986)- 26 55 37.63104(N) 082 05 13.40164(W) AD( ) 3 AG1096 NAD 27 - 26 55 36.40872(N) 082 05 14.07755(W) AD( ) 3 AG1096 NGVD 29 - 1.8 (m) 6. (f) VERT ANG AG1096 AG1096.Superseded values are not recommended for survey control. AG1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1096.See file dsdata.txt to determine how the superseded data were derived. AG1096 AG1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9207578827(NAD 83) AG1096_MARKER: DD = SURVEY DISK AG1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG1096_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AG1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG1096+STABILITY: SURFACE MOTION AG1096 AG1096 HISTORY - Date Condition Report By AG1096 HISTORY - 1981 MONUMENTED NOS AG1096 HISTORY - 20010331 GOOD NGS AG1096 AG1096 STATION DESCRIPTION AG1096 AG1096'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH) AG1096'THE STATION IS LOCATED ON PUNTA GORDA IN THE TOWN OF PUNTA GORDA, AG1096'ON THE PROPERTY OF COLONY POINT CONDOMINIUMS. AG1096' AG1096'TO REACH THE STATION FROM THE JUNCTION OF US 17 AND US 41 IN PUNTA AG1096'GORDA (MARION AVENUE AND TAMIAMI TRAIL), GO SOUTHWEST ON WEST AG1096'MARION AVENUE 4.6 KM (2.8 MILES) TO ITS END AT ITS JUNCTION WITH AG1096'COLONY POINT ROAD. TURN RIGHT AND GO NORTH ON COLONY POINT ROAD AG1096'TO THE ENTRANCE TO THE CONDOMINIUMS AND THE STATION ON THE WATERFRONT AG1096'IN THE NORTHWEST CORNER OF THE COMPLEX. AG1096' AG1096'THE STATION IS A STANDARD NOS DISK AG1096'STAMPED---COLONY PT 1981---, AG1096'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 15 CM IN DIAMETER AG1096'FLUSH WITH GROUND. IT IS LOCATED AG1096'6.64 METERS (21.8 FT) NORTH FROM THE NORTHWEST CORNER OF THE AG1096'CONDOMINIUMS, AG1096'2.408 METERS (7.90 FT) SOUTHEAST FROM THE OUTSIDE CORNER OF THE AG1096'CONCRETE BULKHEAD, AG1096'2.027 METERS (6.65 FT) SOUTH FROM THE NORTH FACE OF THE BULKHEAD, AND AG1096'1.89 METERS (6.2 FT) EAST FROM THE WEST FACE OF THE BULKHEAD. AG1096' AG1096'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.60 METERS. AG1096 AG1096 STATION RECOVERY (2001) AG1096 AG1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG1096'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG1914 *********************************************************************** AG1914 DESIGNATION - D 259 RESET 1974 AG1914 PID - AG1914 AG1914 STATE/COUNTY- FL/CHARLOTTE AG1914 USGS QUAD - MURDOCK (1987) AG1914 AG1914 *CURRENT SURVEY CONTROL AG1914 ___________________________________________________________________ AG1914* NAD 83(1986)- 27 01 06. (N) 082 11 05. (W) SCALED AG1914* NAVD 88 - 3.04 (meters) 10.0 (feet) RESET AG1914 ___________________________________________________________________ AG1914 GEOID HEIGHT- -23.88 (meters) GEOID99 AG1914 OBS GRAVITY - 979,122.8 (mgal) GRAV_OBS AG1914 AG1914 VERT ORDER - THIRD AG1914 AG1914.The horizontal coordinates were scaled from a topographic map and have AG1914.an estimated accuracy of +/- 6 seconds. AG1914 AG1914.The orthometric height was computed from unverified reset data. AG1914 AG1914.The geoid height was determined by GEOID99. AG1914.The observed gravity was obtained from relative gravimeter ties AG1914.to the IGSN71 gravity network. AG1914 AG1914; North East Units Estimated Accuracy AG1914;SPC FL W - 297,450. 181,670. MT (+/- 180 meters Scaled) AG1914 AG1914 SUPERSEDED SURVEY CONTROL AG1914 AG1914.No superseded survey control is available for this station. AG1914 AG1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK824890(NAD 83) AG1914_MARKER: DB = BENCH MARK DISK AG1914_SETTING: 36 = BRIDGE AG1914_STAMPING: D 259 RESET 1974 AG1914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG1914 AG1914 HISTORY - Date Condition Report By AG1914 HISTORY - 1974 MONUMENTED NGS AG1914 HISTORY - 19910505 GOOD USPSQD AG1914 AG1914 STATION DESCRIPTION AG1914 AG1914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 AG1914'4.4 MI SE FROM NORTH PORT CHARLOTTE. AG1914'4.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH AG1914'S. BISCAYNE DRIVE IN NORTH PORT CHARLOTTE, 195.5 FEET WEST-NORTHWEST AG1914'OF THE CENTER OF EMBROKE DRIVE, 100.5 FEET WEST-NORTHWEST OF A AG1914'TELEPHONE POLE, 51.5 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY AG1914'41 (WEST BOUND LANE), 29 FEET WEST-NORTHWEST OF THE CENTER OF AN AG1914'IRON GRATE ON A DRAINAGE WELL, 2.5 FEET LOWER THAN THE HIGHWAY, AG1914'9-INCHES WEST OF THE EAST END OF A CONCRETE HEADWALL AND A DISK AG1914'CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE HEADWALL. AG1914 AG1914 STATION RECOVERY (1991) AG1914 AG1914'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEI) AG1914'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG1912 *********************************************************************** AG1912 DESIGNATION - E 259 RESET 1974 AG1912 PID - AG1912 AG1912 STATE/COUNTY- FL/CHARLOTTE AG1912 USGS QUAD - MURDOCK (1987) AG1912 AG1912 *CURRENT SURVEY CONTROL AG1912 ___________________________________________________________________ AG1912* NAD 83(1986)- 27 01 33. (N) 082 11 45. (W) SCALED AG1912* NAVD 88 - 2.71 (meters) 8.9 (feet) RESET AG1912 ___________________________________________________________________ AG1912 GEOID HEIGHT- -23.87 (meters) GEOID99 AG1912 AG1912 VERT ORDER - THIRD AG1912 AG1912.The horizontal coordinates were scaled from a topographic map and have AG1912.an estimated accuracy of +/- 6 seconds. AG1912 AG1912.The orthometric height was computed from unverified reset data. AG1912 AG1912.The geoid height was determined by GEOID99. AG1912 AG1912; North East Units Estimated Accuracy AG1912;SPC FL W - 298,280. 180,570. MT (+/- 180 meters Scaled) AG1912 AG1912 SUPERSEDED SURVEY CONTROL AG1912 AG1912.No superseded survey control is available for this station. AG1912 AG1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK813898(NAD 83) AG1912_MARKER: DB = BENCH MARK DISK AG1912_SETTING: 30 = CULVERT AG1912_STAMPING: E 259 RESET 1974 AG1912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG1912 AG1912 HISTORY - Date Condition Report By AG1912 HISTORY - 1974 MONUMENTED NGS AG1912 HISTORY - 19910505 GOOD USPSQD AG1912 AG1912 STATION DESCRIPTION AG1912 AG1912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 AG1912'3.5 MI SE FROM NORTH PORT CHARLOTTE. AG1912'3.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH AG1912'S. BISCAYNE DRIVE IN NORTH PORT CHARLOTTE, 40.0 FEET NORTHWEST OF AG1912'THE CENTER OF AN IRON GRATE COVER OF A DRAINAGE WELL, 52.5 FEET AG1912'NORTHEAST OF THE CENTER OF U.S. HIGHWAY 41 (WEST BOUND LANE), AG1912'64.5 FEET NORTHWEST OF A TELEPHONE POLE, 11.8 FEET NORTHWEST OF AG1912'THE NORTHEAST CORNER OF A CONCRETE HEADWALL, 4 FEET LOWER IN AG1912'ELEVATION THAN THE HIGHWAY, A DISK CEMENTED IN A DRILL HOLE IN AG1912'THE TOP OF THE CONCRETE HEADWALL. AG1912 AG1912 STATION RECOVERY (1991) AG1912 AG1912'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEI) AG1912'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG1080 *********************************************************************** AG1080 DESIGNATION - GILCHRIST AG1080 PID - AG1080 AG1080 STATE/COUNTY- FL/CHARLOTTE AG1080 USGS QUAD - PUNTA GORDA (1987) AG1080 AG1080 *CURRENT SURVEY CONTROL AG1080 ___________________________________________________________________ AG1080* NAD 83(1990)- 26 57 09.13606(N) 082 03 44.29851(W) ADJUSTED AG1080* NAVD 88 - 4.1 (meters) 13. (feet) VERTCON AG1080 ___________________________________________________________________ AG1080 LAPLACE CORR- -1.29 (seconds) DEFLEC99 AG1080 GEOID HEIGHT- -23.94 (meters) GEOID99 AG1080 AG1080 HORZ ORDER - THIRD AG1080 AG1080.The horizontal coordinates were established by classical geodetic methods AG1080.and adjusted by the National Geodetic Survey in May 1991. AG1080 AG1080.The NAVD 88 height was computed by applying the VERTCON shift value to AG1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG1080 AG1080.The Laplace correction was computed from DEFLEC99 derived deflections. AG1080 AG1080.The geoid height was determined by GEOID99. AG1080 AG1080; North East Units Scale Converg. AG1080;SPC FL W - 290,146.924 193,813.679 MT 0.99994165 -0 01 41.7 AG1080;UTM 17 - 2,981,621.476 394,555.398 MT 0.99973726 -0 28 53.5 AG1080 AG1080: Primary Azimuth Mark Grid Az AG1080:SPC FL W - ISLES LIGHT 2 214 29 06.6 AG1080:UTM 17 - ISLES LIGHT 2 214 56 18.4 AG1080 AG1080|---------------------------------------------------------------------| AG1080| PID Reference Object Distance Geod. Az | AG1080| dddmmss.s | AG1080| AG0455 PUNTA GORDA TANK APPROX. 3.5 KM 1193150.6 | AG1080| AG1094 ISLES LIGHT 2 APPROX. 3.0 KM 2142724.9 | AG1080| AG1098 BEENEY WATERWAY LIGHT 1 APPROX. 2.6 KM 2683858.7 | AG1080|---------------------------------------------------------------------| AG1080 AG1080 SUPERSEDED SURVEY CONTROL AG1080 AG1080 NAD 83(1986)- 26 57 09.13612(N) 082 03 44.31295(W) AD( ) 3 AG1080 NAD 27 - 26 57 07.91730(N) 082 03 44.99158(W) AD( ) 3 AG1080 NGVD 29 - 4.4 (m) 14. (f) VERT ANG AG1080 AG1080.Superseded values are not recommended for survey control. AG1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1080.See file dsdata.txt to determine how the superseded data were derived. AG1080 AG1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9455581621(NAD 83) AG1080_MARKER: DD = SURVEY DISK AG1080_SETTING: 0 = UNSPECIFIED SETTING AG1080_MAGNETIC: N = NO MAGNETIC MATERIAL AG1080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG1080 AG1080 HISTORY - Date Condition Report By AG1080 HISTORY - 1981 MONUMENTED NOS AG1080 HISTORY - 1989 GOOD USPSQD AG1080 HISTORY - 19901220 GOOD USPSQD AG1080 HISTORY - 19940712 GOOD USPSQD AG1080 HISTORY - 20010331 GOOD NGS AG1080 AG1080 STATION DESCRIPTION AG1080 AG1080'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH) AG1080'THE STATION IS LOCATED ON THE SIDEWALK OF THE NORTHERN AG1080'END OF THE SOUTHBOUND SPAN OF THE US 41 (ALBERT W. AG1080'GILCHRIST) BRIDGE OVER THE PEACE RIVER. AG1080' AG1080'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT HARPER ROAD AG1080'AND US 41 IN CHARLOTTE HARBOR, GO SOUTH ON US 41 FOR 1.6 AG1080'KM (1.0 MILES) TO THE NORTHERN END OF THE BRIDGE OVER THE AG1080'PEACE RIVER AND THE STATION ON THE RIGHT. AG1080' AG1080'THE STATION IS A STANDARD NOS DISK STAMPED---GILCHRIST AG1080'1981---, SET INTO THE TOP OF AND FLUSH WITH THE SIDEWALK. AG1080'IT IS LOCATED 4.18 METERS (13.7 FT) SOUTH-SOUTHWEST FROM AG1080'THE NORTHERN END OF THE CONCRETE GUARD RAIL, AND 2.29 AG1080'METERS (7.5 FT) NORTH-NORTHWEST FROM THE NORTHERN FENCE AG1080'POST. AG1080' AG1080'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.70 METERS. AG1080 AG1080 STATION RECOVERY (1989) AG1080 AG1080'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEI) AG1080'RECOVERED IN GOOD CONDITION. AG1080 AG1080 STATION RECOVERY (1990) AG1080 AG1080'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI) AG1080'RECOVERED IN GOOD CONDITION. AG1080 AG1080 STATION RECOVERY (1994) AG1080 AG1080'RECOVERY NOTE BY US POWER SQUADRON 1994 AG1080'RECOVERED IN GOOD CONDITION. AG1080 AG1080 STATION RECOVERY (2001) AG1080 AG1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG1080'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG9339 *********************************************************************** AG9339 DESIGNATION - GORDA RM 1 AG9339 PID - AG9339 AG9339 STATE/COUNTY- FL/CHARLOTTE AG9339 USGS QUAD - PUNTA GORDA (1987) AG9339 AG9339 *CURRENT SURVEY CONTROL AG9339 ___________________________________________________________________ AG9339* NAD 83(1986)- 26 55 52. (N) 082 03 32. (W) SCALED AG9339* NAVD 88 - 0.758 (meters) 2.49 (feet) ADJUSTED AG9339 ___________________________________________________________________ AG9339 GEOID HEIGHT- -23.93 (meters) GEOID99 AG9339 DYNAMIC HT - 0.757 (meters) 2.48 (feet) COMP AG9339 MODELED GRAV- 979,113.9 (mgal) NAVD 88 AG9339 AG9339 VERT ORDER - FIRST CLASS II AG9339 AG9339.The horizontal coordinates were scaled from a topographic map and have AG9339.an estimated accuracy of +/- 6 seconds. AG9339 AG9339.The orthometric height was determined by differential leveling AG9339.and adjusted by the National Geodetic Survey in June 1991. AG9339 AG9339.The geoid height was determined by GEOID99. AG9339 AG9339.The dynamic height is computed by dividing the NAVD 88 AG9339.geopotential number by the normal gravity value computed on the AG9339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG9339.degrees latitude (g = 980.6199 gals.). AG9339 AG9339.The modeled gravity was interpolated from observed gravity values. AG9339 AG9339; North East Units Estimated Accuracy AG9339;SPC FL W - 287,770. 194,150. MT (+/- 180 meters Scaled) AG9339 AG9339 SUPERSEDED SURVEY CONTROL AG9339 AG9339 NGVD 29 - 1.11 (m) 3.6 (f) COMPUTED 1 2 AG9339 AG9339.Superseded values are not recommended for survey control. AG9339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG9339.See file dsdata.txt to determine how the superseded data were derived. AG9339 AG9339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK948792(NAD 83) AG9339_MARKER: DR = REFERENCE MARK DISK AG9339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG9339_STAMPING: GORDA NO 1 1934 AG9339_MARK LOGO: CGS AG9339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG9339+STABILITY: SURFACE MOTION AG9339 AG9339 HISTORY - Date Condition Report By AG9339 HISTORY - 1934 MONUMENTED CGS AG9339 HISTORY - 1945 GOOD CGS AG9339 HISTORY - 1985 MARK NOT FOUND FLDNR AG9339 HISTORY - 19940618 MARK NOT FOUND USPSQD AG9339 HISTORY - 20010331 MARK NOT FOUND NGS AG9339 AG9339 STATION DESCRIPTION AG9339 AG9339'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 AG9339'IN PUNTA GORDA. AG9339'AT PUNTA GORDA, 0.2 MILE NORTHWEST ALONG TAYLOR STREET FROM THE AG9339'COURTHOUSE, THENCE 0.55 MILE SOUTHWEST ALONG RETTA ESPLANADE, NEAR AG9339'THE JUNCTION OF BERRY STREET, NEAR THE WEST CORNER OF THE LAWN OF THE AG9339'KIWANIS SCOUT HOUSE, 242.71 FEET NORTHEAST OF THE STATION, 23 FEET AG9339'SOUTHEAST OF A SEAWALL, 20 FEET EAST OF A COCOANUT PALM, 354.65 FEET AG9339'NORTH OF REFERENCE MARK NO 2, AND SET IN THE TOP OF A CONCRETE POST AG9339'FLUSH WITH THE GROUND. AG9339 AG9339 STATION RECOVERY (1985) AG9339 AG9339'RECOVERY NOTE BY FL DEPT OF NAT RES 1985 AG9339'THE TOP PART OF THE POST WAS BROKEN OFF. THE DISK WAS NOT RECOVERED. AG9339 AG9339 STATION RECOVERY (1994) AG9339 AG9339'RECOVERY NOTE BY US POWER SQUADRON 1994 AG9339'MARK NOT FOUND. AG9339 AG9339 STATION RECOVERY (2001) AG9339 AG9339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG9339'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG1629 *********************************************************************** AG1629 TIDAL BM - This is a Tidal Bench Mark. AG1629 DESIGNATION - GORDA RM 2 AG1629 PID - AG1629 AG1629 STATE/COUNTY- FL/CHARLOTTE AG1629 USGS QUAD - PUNTA GORDA (1987) AG1629 AG1629 *CURRENT SURVEY CONTROL AG1629 ___________________________________________________________________ AG1629* NAD 83(1990)- 26 55 51.55546(N) 082 03 31.63465(W) ADJUSTED AG1629* NAVD 88 - 0.932 (meters) 3.06 (feet) ADJUSTED AG1629 ___________________________________________________________________ AG1629 LAPLACE CORR- -1.29 (seconds) DEFLEC99 AG1629 GEOID HEIGHT- -23.93 (meters) GEOID99 AG1629 DYNAMIC HT - 0.931 (meters) 3.05 (feet) COMP AG1629 MODELED GRAV- 979,113.9 (mgal) NAVD 88 AG1629 AG1629 HORZ ORDER - SECOND AG1629 VERT ORDER - FIRST CLASS I AG1629 AG1629.The horizontal coordinates were established by classical geodetic methods AG1629.and adjusted by the National Geodetic Survey in May 1991. AG1629 AG1629.The orthometric height was determined by differential leveling AG1629.and adjusted by the National Geodetic Survey in June 1991. AG1629.WARNING-Repeat measurements at this control monument indicate possible AG1629.vertical movement. AG1629 AG1629.This Tidal Bench Mark is designated as VM 11155 AG1629.by the Center for Operational Oceanographic Products and Services. AG1629 AG1629.The Laplace correction was computed from DEFLEC99 derived deflections. AG1629 AG1629.The geoid height was determined by GEOID99. AG1629 AG1629.The dynamic height is computed by dividing the NAVD 88 AG1629.geopotential number by the normal gravity value computed on the AG1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG1629.degrees latitude (g = 980.6199 gals.). AG1629 AG1629.The modeled gravity was interpolated from observed gravity values. AG1629 AG1629; North East Units Scale Converg. AG1629;SPC FL W - 287,759.082 194,161.848 MT 0.99994160 -0 01 35.9 AG1629;UTM 17 - 2,979,231.445 394,884.604 MT 0.99973640 -0 28 46.5 AG1629 AG1629: Primary Azimuth Mark Grid Az AG1629:SPC FL W - GORDA TP 1 049 55 15.0 AG1629:UTM 17 - GORDA TP 1 050 22 25.6 AG1629 AG1629|---------------------------------------------------------------------| AG1629| PID Reference Object Distance Geod. Az | AG1629| dddmmss.s | AG1629| AG1074 GORDA TP 1 477.975 METERS 0495339.1 | AG1629| AG1102 AUXILIARY 136.260 METERS 28911 | AG1629| AG1628 GORDA 58.604 METERS 32301 | AG1629|---------------------------------------------------------------------| AG1629 AG1629 SUPERSEDED SURVEY CONTROL AG1629 AG1629 NAD 83(1986)- 26 55 51.55551(N) 082 03 31.64925(W) AD( ) 2 AG1629 NAD 27 - 26 55 50.33314(N) 082 03 32.32761(W) AD( ) 2 AG1629 NGVD 29 - 1.276 (m) 4.19 (f) ADJUSTED 1 1 AG1629 AG1629.Superseded values are not recommended for survey control. AG1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1629.See file dsdata.txt to determine how the superseded data were derived. AG1629 AG1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9488579231(NAD 83) AG1629_MARKER: DR = REFERENCE MARK DISK AG1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG1629_STAMPING: GORDA NO 2 1934 AG1629_MARK LOGO: CGS AG1629_MAGNETIC: N = NO MAGNETIC MATERIAL AG1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG1629+STABILITY: SURFACE MOTION AG1629 AG1629 HISTORY - Date Condition Report By AG1629 HISTORY - 1981 MONUMENTED NOS AG1629 HISTORY - 1966 GOOD NGS AG1629 HISTORY - 1974 GOOD NGS AG1629 HISTORY - 1984 GOOD FLDNR AG1629 HISTORY - 1986 GOOD USPSQD AG1629 HISTORY - 1989 GOOD USPSQD AG1629 HISTORY - 19940517 GOOD USPSQD AG1629 HISTORY - 20010331 GOOD NGS AG1629 AG1629 STATION DESCRIPTION AG1629 AG1629'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH) AG1629'THE STATION IS LOCATED ABOUT 1.2 KM (0.8 MILES) SOUTHWEST OF THE AG1629'DOWNTOWN BUSINESS SECTION OF PUNTA GORDA AND ON THE SOUTHEAST AG1629'SIDE OF THE PEACE RIVER. AG1629' AG1629'TO REACH THE STATION FROM THE JUNCTION OF US 41 AND US 17 IN AG1629'PUNTA GORDA (TAMIAMI TRAIL AND MARION AVENUE), GO SOUTHEAST ON WEST AG1629'MARION AVENUE FOR 1.1 KM (0.7 MILES) TO BERRY STREET ON THE AG1629'RIGHT. TURN RIGHT AND GO NORTHWEST ON BERRY STREET FOR 0.1 KM AG1629'(0.1 MILES) TO RETTA ESPLANADE STREET AND THE STATION ON THE AG1629'RIGHT. AG1629' AG1629'THE STATION IS A STANDARD NGS DISK AG1629'STAMPED---GORDA NO 2 1934---, AG1629'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AG1629'PROJECTING 5 CM ABOVE THE GROUND. IT IS LOCATED AG1629'32.3 METERS (106 FT) SOUTH FROM THE SOUTH CORNER OF A 87 BY 57 AG1629'FEET CONCRETE BLOCK BUILDING, AG1629'9.1 METERS (30 FT) NORTHEAST FROM AN EXTENDED CENTERLINE OF BERRY AG1629'STREET, AG1629'8.99 METERS (29.5 FT) NORTHWEST FROM THE CENTER OF RETTA AG1629'ESPLANADE STREET, AG1629'1.8 METERS (6 FT) SOUTHWEST FROM THE CENTER OF A DRIVEWAY, AND AG1629'0.3 METERS (1 FT) NORTHEAST FROM A METAL WITNESS POST. THIS AG1629'STATION IS ALSO A BENCHMARK. AG1629' AG1629'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS. AG1629 AG1629 STATION RECOVERY (1966) AG1629 AG1629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 AG1629'AT PUNTA GORDA. AG1629'AT PUNTA GORDA, 0.2 MILE NORTHWEST ALONG TAYLOR STREET FROM THE AG1629'COURTHOUSE, THENCE 0.55 MILE SOUTHWEST ALONG RETTA ESPLANADE, AG1629'NEAR THE JUNCTION OF BERRY STREET, NEAR THE SOUTH CORNER OF THE AG1629'LAWN OF THE KIWANIS SCOUT HOUSE, 28 1/2 FEET NORTHWEST OF THE AG1629'CENTER LINE OF RETTA ESPLANADE, 8 FEET SOUTHWEST OF THE CENTER AG1629'LINE OF THE DRIVE TO THE HOUSE, 106 FEET SOUTH OF THE SOUTH AG1629'CORNER OF THE HOUSE, 7 1/2 FEET NORTHEAST OF A LONE 30-INCH AG1629'PALM TREE, 192.4 FEET SOUTHEAST OF THE STATION DESCRIBED, 1 AG1629'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE AG1629'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT. AG1629 AG1629 STATION RECOVERY (1974) AG1629 AG1629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 AG1629'RECOVERED IN GOOD CONDITION. AG1629 AG1629 STATION RECOVERY (1984) AG1629 AG1629'RECOVERY NOTE BY FL DEPT OF NAT RES 1984 AG1629'RECOVERED IN GOOD CONDITION. AG1629 AG1629 STATION RECOVERY (1986) AG1629 AG1629'RECOVERY NOTE BY US POWER SQUADRON 1986 (GAO) AG1629'RECOVERED IN GOOD CONDITION. AG1629 AG1629 STATION RECOVERY (1989) AG1629 AG1629'RECOVERY NOTE BY US POWER SQUADRON 1989 (SEI) AG1629'RECOVERED IN GOOD CONDITION. AG1629 AG1629 STATION RECOVERY (1994) AG1629 AG1629'RECOVERY NOTE BY US POWER SQUADRON 1994 AG1629'RECOVERED IN GOOD CONDITION. AG1629 AG1629 STATION RECOVERY (2001) AG1629 AG1629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG1629'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG1627 *********************************************************************** AG1627 TIDAL BM - This is a Tidal Bench Mark. AG1627 DESIGNATION - GORDA RM 5 AG1627 PID - AG1627 AG1627 STATE/COUNTY- FL/CHARLOTTE AG1627 USGS QUAD - PUNTA GORDA (1987) AG1627 AG1627 *CURRENT SURVEY CONTROL AG1627 ___________________________________________________________________ AG1627* NAD 83(1986)- 26 55 52. (N) 082 03 31. (W) SCALED AG1627* NAVD 88 - 0.946 (meters) 3.10 (feet) POSTED AG1627 ___________________________________________________________________ AG1627 GEOID HEIGHT- -23.93 (meters) GEOID99 AG1627 DYNAMIC HT - 0.940 (meters) 3.08 (feet) COMP AG1627 MODELED GRAV- 979,113.9 (mgal) NAVD 88 AG1627 AG1627 VERT ORDER - * POSTED, Code F , SEE BELOW AG1627 AG1627.The horizontal coordinates were scaled from a topographic map and have AG1627.an estimated accuracy of +/- 6 seconds. AG1627 AG1627.The orthometric height was determined by differential leveling AG1627.and adjusted by the National Geodetic Survey in 1992. AG1627.* This is a POSTED BENCH MARK height. Code F indicates a distribution AG1627.rate greater than 8.0 mm/km. AG1627 AG1627.This Tidal Bench Mark is designated as VM 11156 AG1627.by the Center for Operational Oceanographic Products and Services. AG1627 AG1627.The geoid height was determined by GEOID99. AG1627 AG1627.The dynamic height is computed by dividing the NAVD 88 AG1627.geopotential number by the normal gravity value computed on the AG1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG1627.degrees latitude (g = 980.6199 gals.). AG1627 AG1627.The modeled gravity was interpolated from observed gravity values. AG1627 AG1627; North East Units Estimated Accuracy AG1627;SPC FL W - 287,770. 194,180. MT (+/- 180 meters Scaled) AG1627 AG1627 SUPERSEDED SURVEY CONTROL AG1627 AG1627 NGVD 29 - 1.296 (m) 4.25 (f) ADJUSTED 2 1 AG1627 AG1627.Superseded values are not recommended for survey control. AG1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1627.See file dsdata.txt to determine how the superseded data were derived. AG1627 AG1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK949792(NAD 83) AG1627_MARKER: DR = REFERENCE MARK DISK AG1627_SETTING: 32 = CONCRETE SEAWALL AG1627_STAMPING: GORDA 1934 NO 5 1974 AG1627_MARK LOGO: NGS AG1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG1627+STABILITY: SURFACE MOTION AG1627 AG1627 HISTORY - Date Condition Report By AG1627 HISTORY - 1974 MONUMENTED NGS AG1627 HISTORY - 1984 GOOD FLDNR AG1627 HISTORY - 1986 GOOD USPSQD AG1627 HISTORY - 1989 MARK NOT FOUND USPSQD AG1627 HISTORY - 19940618 GOOD USPSQD AG1627 HISTORY - 20010331 GOOD NGS AG1627 AG1627 STATION DESCRIPTION AG1627 AG1627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 AG1627'AT PUNTA GORDA. AG1627'0.7 MILE SOUTHWEST ON WEST MARION AVENUE FROM ITS JUNCTION WITH AG1627'TAMIAMI TRAIL IN DOWNTOWN BUSINESS SECTION OF PUNTA GORDA, AG1627'THENCE NORTHWEST ON BERRY STREET FOR 0.1 MILE TO RETTA ESPLANADE AG1627'STREET, 208 FEET NORTH OF THE CENTER OF RETTA ESPLANADE STREET, AG1627'92 FEET WEST-SOUTHWEST OF THE SOUTH CORNER OF A 87 BY 57 FEET AG1627'CONCRETE BLOCK BUILDING, 43 FEET SOUTHWEST OF THE WEST CORNER AG1627'OF THE BLOCK BUILDING, A DISK CEMENTED IN A DRILL HOLE IN A AG1627'DRILL HOLE IN A CONCRETE RETAINING WALL THAT PROJECTS 4-INCHES AG1627'ABOVE THE GROUND SURFACE. AG1627 AG1627 STATION RECOVERY (1984) AG1627 AG1627'RECOVERY NOTE BY FL DEPT OF NAT RES 1984 AG1627'BEGIN AT THE CHARLOTTE COUNTY COURTHOUSE, GO 0.2 MILE NORTHWEST ON AG1627'TAYLOR STREET TO RETTA ESPLANADE, GO 0.55 MILE SOUTHWEST ON RETTA AG1627'ESPLANADE TO THE LOU CALDER SCOUT HOUSE AND THE MARK. THE MARK BEARS AG1627'208 FEET NORTHWEST OF THE CENTERLINE OF RETTA ESPLANADE, 92 FEET AG1627'WEST-SOUTHWEST OF THE SOUTH CORNER OF THE SCOUT HOUSE, AND 43 FEET AG1627'SOUTHWEST OF THE WEST CORNER OF THE BUILDING. AG1627'THE MARK IS 0.4 FT ABOVE GROUND. AG1627 AG1627 STATION RECOVERY (1986) AG1627 AG1627'RECOVERY NOTE BY US POWER SQUADRON 1986 (GAO) AG1627'RECOVERED IN GOOD CONDITION. AG1627 AG1627 STATION RECOVERY (1989) AG1627 AG1627'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEI) AG1627'MARK NOT FOUND. AG1627 AG1627 STATION RECOVERY (1994) AG1627 AG1627'RECOVERY NOTE BY US POWER SQUADRON 1994 AG1627'RECOVERED IN GOOD CONDITION. AG1627 AG1627 STATION RECOVERY (2001) AG1627 AG1627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG1627'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG1611 *********************************************************************** AG1611 DESIGNATION - H 24 AG1611 PID - AG1611 AG1611 STATE/COUNTY- FL/CHARLOTTE AG1611 USGS QUAD - PUNTA GORDA (1987) AG1611 AG1611 *CURRENT SURVEY CONTROL AG1611 ___________________________________________________________________ AG1611* NAD 83(1986)- 26 56 26. (N) 082 01 30. (W) SCALED AG1611* NAVD 88 - 1.670 (meters) 5.48 (feet) ADJUSTED AG1611 ___________________________________________________________________ AG1611 GEOID HEIGHT- -23.98 (meters) GEOID99 AG1611 DYNAMIC HT - 1.667 (meters) 5.47 (feet) COMP AG1611 MODELED GRAV- 979,113.0 (mgal) NAVD 88 AG1611 AG1611 VERT ORDER - FIRST CLASS II AG1611 AG1611.The horizontal coordinates were scaled from a topographic map and have AG1611.an estimated accuracy of +/- 6 seconds. AG1611 AG1611.The orthometric height was determined by differential leveling AG1611.and adjusted by the National Geodetic Survey in June 1991. AG1611 AG1611.The geoid height was determined by GEOID99. AG1611 AG1611.The dynamic height is computed by dividing the NAVD 88 AG1611.geopotential number by the normal gravity value computed on the AG1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG1611.degrees latitude (g = 980.6199 gals.). AG1611 AG1611.The modeled gravity was interpolated from observed gravity values. AG1611 AG1611; North East Units Estimated Accuracy AG1611;SPC FL W - 288,820. 197,520. MT (+/- 180 meters Scaled) AG1611 AG1611 SUPERSEDED SURVEY CONTROL AG1611 AG1611 NGVD 29 - 2.01 (m) 6.6 (f) COMPUTED 1 2 AG1611 AG1611.Superseded values are not recommended for survey control. AG1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1611.See file dsdata.txt to determine how the superseded data were derived. AG1611 AG1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK982802(NAD 83) AG1611_MARKER: DB = BENCH MARK DISK AG1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG1611_STAMPING: H 24 1933 AG1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG1611+STABILITY: SURFACE MOTION AG1611 AG1611 HISTORY - Date Condition Report By AG1611 HISTORY - 1933 MONUMENTED CGS AG1611 HISTORY - 1966 MARK NOT FOUND NGS AG1611 HISTORY - 19910127 MARK NOT FOUND USPSQD AG1611 HISTORY - 20010331 MARK NOT FOUND NGS AG1611 AG1611 STATION DESCRIPTION AG1611 AG1611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG1611'1.6 MI E FROM PUNTA GORDA. AG1611'1.6 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE AG1611'STATION AT PUNTA GORDA, CHARLOTTE COUNTY, 412 FEET EAST OF AG1611'MILEPOST F 29, AT THE CROSSING OF U.S. HIGHWAY 17, 35.6 FEET AG1611'NORTH OF THE NORTH RAIL, 35 FEET EAST OF THE CENTER LINE OF THE AG1611'HIGHWAY, 25 FEET NORTHEAST OF THE EAST HEAD WALL OF A CONCRETE AG1611'CULVERT, 21 FEET SOUTH OF A WIRE FENCE, NEAR THE FENCE CORNER, AG1611'12 FEET SOUTHEAST OF A POLE, AND 2 FEET EAST OF A WHITE WOODEN AG1611'WITNESS POST. A STANDARD DISK, STAMPED H 24 1933 AND SET IN AG1611'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. AG1611 AG1611 STATION RECOVERY (1991) AG1611 AG1611'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEI) AG1611'MARK NOT FOUND. AG1611 AG1611 STATION RECOVERY (2001) AG1611 AG1611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG1611'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AD6369 *********************************************************************** AD6369 DESIGNATION - I75 82 A09 RM 1 AD6369 PID - AD6369 AD6369 STATE/COUNTY- FL/CHARLOTTE AD6369 USGS QUAD - GILCHRIST (1987) AD6369 AD6369 *CURRENT SURVEY CONTROL AD6369 ___________________________________________________________________ AD6369* NAD 83(1990)- 26 50 38.85062(N) 081 58 06.12460(W) ADJUSTED AD6369* NAVD 88 - 7.433 (meters) 24.39 (feet) ADJUSTED AD6369 ___________________________________________________________________ AD6369 LAPLACE CORR- -1.67 (seconds) DEFLEC99 AD6369 GEOID HEIGHT- -23.96 (meters) GEOID99 AD6369 DYNAMIC HT - 7.421 (meters) 24.35 (feet) COMP AD6369 MODELED GRAV- 979,101.0 (mgal) NAVD 88 AD6369 AD6369 HORZ ORDER - SECOND AD6369 VERT ORDER - SECOND CLASS II AD6369 AD6369.The horizontal coordinates were established by classical geodetic methods AD6369.and adjusted by the National Geodetic Survey in May 1991. AD6369 AD6369.The orthometric height was determined by differential leveling AD6369.and adjusted by the National Geodetic Survey in June 1991. AD6369 AD6369.The Laplace correction was computed from DEFLEC99 derived deflections. AD6369 AD6369.The geoid height was determined by GEOID99. AD6369 AD6369.The dynamic height is computed by dividing the NAVD 88 AD6369.geopotential number by the normal gravity value computed on the AD6369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD6369.degrees latitude (g = 980.6199 gals.). AD6369 AD6369.The modeled gravity was interpolated from observed gravity values. AD6369 AD6369; North East Units Scale Converg. AD6369;SPC FL W - 278,134.171 203,143.769 MT 0.99994130 +0 00 51.4 AD6369;UTM 17 - 2,969,538.028 403,788.345 MT 0.99971427 -0 26 14.3 AD6369 AD6369 SUPERSEDED SURVEY CONTROL AD6369 AD6369 NAD 83(1986)- 26 50 38.85046(N) 081 58 06.13912(W) AD( ) 2 AD6369 NGVD 29 - 7.778 (m) 25.52 (f) ADJUSTED 2 2 AD6369 AD6369.Superseded values are not recommended for survey control. AD6369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6369.See file dsdata.txt to determine how the superseded data were derived. AD6369 AD6369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0378869538(NAD 83) AD6369_MARKER: DD = SURVEY DISK AD6369_SETTING: 35 = CONCRETE BASE AD6369_STAMPING: I75 82 A09 RM NO 1 AD6369_MARK LOGO: FLDT AD6369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD6369+STABILITY: SURFACE MOTION AD6369 AD6369 HISTORY - Date Condition Report By AD6369 HISTORY - 1982 MONUMENTED FLDT AD6369 HISTORY - 20010331 MARK NOT FOUND NGS AD6369 AD6369 STATION DESCRIPTION AD6369 AD6369'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AD6369'8.1 MI SE FROM PUNTA GORDA. AD6369'FROM THE SOUTH END OF THE INTERSTATE ROUTE 75 BRIDGES OVER PEACE RIVER AD6369'AT THE NORTHEAST EDGE OF PUNTA GORDA, GO SOUTHEAST ON INTERSTATE ROUTE AD6369'75 FOR ABOUT 7.1 MILES TO THE INTERSECTION OF STATE ROAD 762 (GREEN AD6369'GULF BOULEVARD, CONTINUE SOUTHEAST ON INTERSTATE ROUTE 75 FOR ABOUT AD6369'1.0 MILE TO A LARGE HIGHWAY SIGN AND THE MARK. IT IS SET IN THE TOP AD6369'OF THE CONCRETE BASE FOR THE WEST SUPPORT POST OF THE SIGN, 65.5 FEET AD6369'WEST SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES AND 64.0 FEET AD6369'SOUTH OF THE SOUTH END OF A CONCRETE HEADWALL. AD6369 AD6369 STATION RECOVERY (2001) AD6369 AD6369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AD6369'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AD6371 *********************************************************************** AD6371 DESIGNATION - I75 82 A09 RM 2 AD6371 PID - AD6371 AD6371 STATE/COUNTY- FL/CHARLOTTE AD6371 USGS QUAD - GILCHRIST (1987) AD6371 AD6371 *CURRENT SURVEY CONTROL AD6371 ___________________________________________________________________ AD6371* NAD 83(1990)- 26 50 39.54071(N) 081 58 06.30481(W) ADJUSTED AD6371* NAVD 88 - 7.435 (meters) 24.39 (feet) ADJUSTED AD6371 ___________________________________________________________________ AD6371 LAPLACE CORR- -1.67 (seconds) DEFLEC99 AD6371 GEOID HEIGHT- -23.96 (meters) GEOID99 AD6371 DYNAMIC HT - 7.423 (meters) 24.35 (feet) COMP AD6371 MODELED GRAV- 979,101.0 (mgal) NAVD 88 AD6371 AD6371 HORZ ORDER - SECOND AD6371 VERT ORDER - SECOND CLASS II AD6371 AD6371.The horizontal coordinates were established by classical geodetic methods AD6371.and adjusted by the National Geodetic Survey in May 1991. AD6371 AD6371.The orthometric height was determined by differential leveling AD6371.and adjusted by the National Geodetic Survey in June 1991. AD6371 AD6371.The Laplace correction was computed from DEFLEC99 derived deflections. AD6371 AD6371.The geoid height was determined by GEOID99. AD6371 AD6371.The dynamic height is computed by dividing the NAVD 88 AD6371.geopotential number by the normal gravity value computed on the AD6371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD6371.degrees latitude (g = 980.6199 gals.). AD6371 AD6371.The modeled gravity was interpolated from observed gravity values. AD6371 AD6371; North East Units Scale Converg. AD6371;SPC FL W - 278,155.408 203,138.788 MT 0.99994130 +0 00 51.3 AD6371;UTM 17 - 2,969,559.299 403,783.533 MT 0.99971429 -0 26 14.4 AD6371 AD6371 SUPERSEDED SURVEY CONTROL AD6371 AD6371 NAD 83(1986)- 26 50 39.54056(N) 081 58 06.31933(W) AD( ) 2 AD6371 NGVD 29 - 7.780 (m) 25.52 (f) ADJUSTED 2 2 AD6371 AD6371.Superseded values are not recommended for survey control. AD6371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6371.See file dsdata.txt to determine how the superseded data were derived. AD6371 AD6371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0378469559(NAD 83) AD6371_MARKER: DD = SURVEY DISK AD6371_SETTING: 32 = CONCRETE HEADWALL AD6371_STAMPING: I75 82 A09 RM NO 2 AD6371_MARK LOGO: FLDT AD6371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD6371+STABILITY: SURFACE MOTION AD6371 AD6371 HISTORY - Date Condition Report By AD6371 HISTORY - 1982 MONUMENTED FLDT AD6371 HISTORY - 20010331 GOOD NGS AD6371 AD6371 STATION DESCRIPTION AD6371 AD6371'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AD6371'8.1 MI SE FROM PUNTA GORDA. AD6371'FROM THE SOUTH END OF THE INTERSTATE ROUTE 75 BRIDGES OVER PEACE RIVER AD6371'AT THE NORTHEAST EDGE OF PUNTA GORDA, GO SOUTHEAST ON INTERSTATE ROUTE AD6371'75 FOR ABOUT 7.1 MILES TO THE INTERSECTION OF STATE ROAD 762 (GREEN AD6371'GULF BOULEVARD, CONTINUE SOUTHEAST ON INTERSTATE ROUTE 75 FOR ABOUT AD6371'1.0 MILE TO A LARGE HIGHWAY SIGN AND THE MARK. IT IS SET IN THE TOP AD6371'WEST CONCRETE HEADWALL OF A CULVERT UNDER THE SOUTHBOUND LANES, 71.2 AD6371'FEET NORTH NORTHWEST OF THE EAST SUPPORT POST FOR THE HIGHWAY SIGN, AD6371'57.0 FEET WEST SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES AND 6.5 AD6371'FEET SOUTH SOUTHEAST OF THE NORTH END OF THE HEADWALL. AD6371 AD6371 STATION RECOVERY (2001) AD6371 AD6371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AD6371'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AD6375 *********************************************************************** AD6375 DESIGNATION - I75 82 A10 AD6375 PID - AD6375 AD6375 STATE/COUNTY- FL/CHARLOTTE AD6375 USGS QUAD - GILCHRIST (1987) AD6375 AD6375 *CURRENT SURVEY CONTROL AD6375 ___________________________________________________________________ AD6375* NAD 83(1999)- 26 51 30.56354(N) 081 58 16.21069(W) ADJUSTED AD6375* NAVD 88 - 16.007 (meters) 52.52 (feet) ADJUSTED AD6375 ___________________________________________________________________ AD6375 X - 795,286.030 (meters) COMP AD6375 Y - -5,638,167.369 (meters) COMP AD6375 Z - 2,864,232.468 (meters) COMP AD6375 LAPLACE CORR- -1.65 (seconds) DEFLEC99 AD6375 ELLIP HEIGHT- -8.08 (meters) (07/06/01) GPS OBS AD6375 GEOID HEIGHT- -23.97 (meters) GEOID99 AD6375 DYNAMIC HT - 15.982 (meters) 52.43 (feet) COMP AD6375 MODELED GRAV- 979,102.5 (mgal) NAVD 88 AD6375 AD6375 HORZ ORDER - FIRST AD6375 VERT ORDER - SECOND CLASS II AD6375 ELLP ORDER - FOURTH CLASS II AD6375 AD6375.The horizontal coordinates were established by GPS observations AD6375.and adjusted by the National Geodetic Survey in July 2001. AD6375 AD6375.The orthometric height was determined by differential leveling AD6375.and adjusted by the National Geodetic Survey in June 1991. AD6375 AD6375.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD6375 AD6375.The Laplace correction was computed from DEFLEC99 derived deflections. AD6375 AD6375.The ellipsoidal height was determined by GPS observations AD6375.and is referenced to NAD 83. AD6375 AD6375.The geoid height was determined by GEOID99. AD6375 AD6375.The dynamic height is computed by dividing the NAVD 88 AD6375.geopotential number by the normal gravity value computed on the AD6375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD6375.degrees latitude (g = 980.6199 gals.). AD6375 AD6375.The modeled gravity was interpolated from observed gravity values. AD6375 AD6375; North East Units Scale Converg. AD6375;SPC FL W - 279,725.637 202,864.959 MT 0.99994128 +0 00 46.9 AD6375;UTM 17 - 2,971,131.282 403,522.151 MT 0.99971491 -0 26 19.7 AD6375 AD6375|---------------------------------------------------------------------| AD6375| PID Reference Object Distance Geod. Az | AD6375| dddmmss.s | AD6375| AD6373 I75 82 A10 RM 1 11.152 METERS 09850 | AD6375| AD6374 I75 82 A10 RM 2 11.022 METERS 26336 | AD6375|---------------------------------------------------------------------| AD6375 AD6375 SUPERSEDED SURVEY CONTROL AD6375 AD6375 NAD 83(1990)- 26 51 30.56197(N) 081 58 16.21002(W) AD( ) 1 AD6375 ELLIP HT - -8.03 (m) (11/12/93) GP( ) 4 1 AD6375 NAD 83(1990)- 26 51 30.56456(N) 081 58 16.20830(W) AD( ) 2 AD6375 NAD 83(1986)- 26 51 30.56447(N) 081 58 16.22281(W) AD( ) 2 AD6375 NGVD 29 - 16.351 (m) 53.64 (f) ADJUSTED 2 2 AD6375 AD6375.Superseded values are not recommended for survey control. AD6375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6375.See file dsdata.txt to determine how the superseded data were derived. AD6375 AD6375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0352271131(NAD 83) AD6375_MARKER: DD = SURVEY DISK AD6375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6375_STAMPING: I75 82 A10 AD6375_MARK LOGO: FLDT AD6375_PROJECTION: RECESSED 8 CENTIMETERS AD6375_MAGNETIC: N = NO MAGNETIC MATERIAL AD6375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD6375+STABILITY: SURFACE MOTION AD6375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD6375+SATELLITE: SATELLITE OBSERVATIONS - September 17, 1992 AD6375 AD6375 HISTORY - Date Condition Report By AD6375 HISTORY - 1982 MONUMENTED FLDT AD6375 HISTORY - 1982 GOOD FLDT AD6375 HISTORY - 19920917 GOOD DENI AD6375 HISTORY - 20010331 GOOD NGS AD6375 AD6375 STATION DESCRIPTION AD6375 AD6375'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 (CBM) AD6375'STATION IS LOCATED ABOUT 8-1/2 MILES NORTHWEST OF INTERSECTION OF AD6375'INTERSTATE ROUTE 75 WITH LEE-CHARLOTTE COUNTY LINE AND ABOUT 7-1/4 AD6375'MILES SOUTHEAST OF PUNTA GORDA, AT THE TUCKERS GRADE ROAD INTERCHANGE AD6375' AD6375'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE ROUTE 75 WITH LEE AD6375'-CHARLOTTE COUNTY LINE, GO NORTH ON INTERSTATE ROUTE 75 FOR 8.9 MILES AD6375'TO NORTH SIDE OF BRIDGE OVER TUCKERS GRADE ROAD AND STATION. IT IS AD6375'ALSO 7.60 MILES SOUTHEAST ALONG INTERSTATE ROUTE 75 FROM THE SOUTH END AD6375'OF INTERSTATE ROUTE 75 BRIDGE OVER PEACE RIVER. AD6375' AD6375'STATION MARK IS A FLORIDA DEPARTMENT OF TRANSPORTATION BRASS DISK, AD6375'STAMPED---I75 82 A10---, IT IS SET IN TOP OF ROUND CONCRETE MONUMENT AD6375'THAT IS 10 INCHES BELOW GROUND. IT IS 3.3 FEET NORTH OF METAL WITNESS AD6375'POST, 4.3 FEET NORTH OF CONCRETE HEADWALL AND 56.6 FEET EAST OF AD6375'CENTER OF SOUTHBOUND LANE. AD6375' AD6375'REFERENCE MARK NUMBER 1 IS A FLORIDA DEPARTMENT OF TRANSPORTATION AD6375'BRASS DISK, STAMPED---I75 82 A10 RM NO 1---, SET IN DRILL HOLE IN TOP AD6375'OF BRIDGE GUARD RAIL. IT IS 1.3 FEET WEST-NORTHWEST OF NORTH END OF AD6375'BRIDGE RAIL, 17.5 FEET NORTH OF EXPANSION JOINT IN BRIDGE RAIL AND AD6375'21.2 FEET WEST OF CENTER OF NORTHBOUND LANE. AD6375' AD6375'REFERENCE MARK NUMBER 2 IS A FLORIDA DEPARTMENT OF TRANSPORTATION AD6375'BRASS DISK, STAMPED---I75 82 A10 RM NO 2---, SET IN DRILL HOLE IN TOP AD6375'OF BRIDGE GUARD RAIL. IT IS 1.2 FEET EAST-SOUTHEAST OF NORTH END OF AD6375'EAST BRIDGE RAIL OF SOUTHBOUND LANE, 2.4 FEET EAST OF SOUTH END OF AD6375'METAL GUARD RAIL AND 20.6 FEET EAST OF CENTER OF SOUTHBOUND LANE. AD6375 AD6375 STATION RECOVERY (1982) AD6375 AD6375'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AD6375'7.1 MI SE FROM PUNTA GORDA. AD6375'FROM THE SOUTH END OF THE INTERSTATE ROUTE 75 BRIDGES OVER PEACE RIVER AD6375'AT THE NORTHEAST EDGE OF PUNTA GORDA, GO SOUTHEAST ON INTERSTATE ROUTE AD6375'75 FOR ABOUT 7.1 MILES TO THE INTERSECTION OF STATE ROAD 762 (GREEN AD6375'GULF BOULEVARD AND THE MARK. IT IS 56.6 FEET EAST OF THE CENTER OF AD6375'THE SOUTHBOUND LANES AND 4.3 FEET NORTH OF THE NORTH CONCRETE AD6375'GUARDWALL BETWEEN THE NORTH AND SOUTHBOUND BRIDGES. AD6375'THE MARK IS 3.3 FT N FROM A WITNESS POST. AD6375'THE MARK IS ABOVE LEVEL WITH ROAD. AD6375 AD6375 STATION RECOVERY (1992) AD6375 AD6375'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1992 AD6375'RECOVERED IN GOOD CONDITION. AD6375 AD6375 STATION RECOVERY (2001) AD6375 AD6375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AD6375'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AD6373 *********************************************************************** AD6373 DESIGNATION - I75 82 A10 RM 1 AD6373 PID - AD6373 AD6373 STATE/COUNTY- FL/CHARLOTTE AD6373 USGS QUAD - GILCHRIST (1987) AD6373 AD6373 *CURRENT SURVEY CONTROL AD6373 ___________________________________________________________________ AD6373* NAD 83(1990)- 26 51 30.50888(N) 081 58 15.80910(W) ADJUSTED AD6373* NAVD 88 - 17.006 (meters) 55.79 (feet) ADJUSTED AD6373 ___________________________________________________________________ AD6373 LAPLACE CORR- -1.65 (seconds) DEFLEC99 AD6373 GEOID HEIGHT- -23.97 (meters) GEOID99 AD6373 DYNAMIC HT - 16.980 (meters) 55.71 (feet) COMP AD6373 MODELED GRAV- 979,102.5 (mgal) NAVD 88 AD6373 AD6373 HORZ ORDER - SECOND AD6373 VERT ORDER - SECOND CLASS II AD6373 AD6373.The horizontal coordinates were established by classical geodetic methods AD6373.and adjusted by the National Geodetic Survey in May 1991. AD6373 AD6373.The orthometric height was determined by differential leveling AD6373.and adjusted by the National Geodetic Survey in June 1991. AD6373 AD6373.The Laplace correction was computed from DEFLEC99 derived deflections. AD6373 AD6373.The geoid height was determined by GEOID99. AD6373 AD6373.The dynamic height is computed by dividing the NAVD 88 AD6373.geopotential number by the normal gravity value computed on the AD6373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD6373.degrees latitude (g = 980.6199 gals.). AD6373 AD6373.The modeled gravity was interpolated from observed gravity values. AD6373 AD6373; North East Units Scale Converg. AD6373;SPC FL W - 279,723.957 202,876.045 MT 0.99994128 +0 00 47.1 AD6373;UTM 17 - 2,971,129.515 403,533.221 MT 0.99971488 -0 26 19.5 AD6373 AD6373 SUPERSEDED SURVEY CONTROL AD6373 AD6373 NAD 83(1986)- 26 51 30.50878(N) 081 58 15.82362(W) AD( ) 2 AD6373 NGVD 29 - 17.350 (m) 56.92 (f) ADJUSTED 2 2 AD6373 AD6373.Superseded values are not recommended for survey control. AD6373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6373.See file dsdata.txt to determine how the superseded data were derived. AD6373 AD6373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0353371130(NAD 83) AD6373_MARKER: DD = SURVEY DISK AD6373_SETTING: 37 = CONCRETE GUARDWALL AD6373_STAMPING: I75 82 A10 RM NO 1 AD6373_MARK LOGO: FLDT AD6373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD6373 AD6373 HISTORY - Date Condition Report By AD6373 HISTORY - 1982 MONUMENTED FLDT AD6373 HISTORY - 20010331 GOOD NGS AD6373 AD6373 STATION DESCRIPTION AD6373 AD6373'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AD6373'7.1 MI SE FROM PUNTA GORDA. AD6373'FROM THE SOUTH END OF THE INTERSTATE ROUTE 75 BRIDGES OVER PEACE RIVER AD6373'AT THE NORTHEAST EDGE OF PUNTA GORDA, GO SOUTHEAST ON INTERSTATE ROUTE AD6373'75 FOR ABOUT 7.1 MILES TO THE INTERSECTION OF STATE ROAD 762 (GREEN AD6373'GULF BOULEVARD AND THE MARK. IT IS SET IN THE TOP EAST END OF THE AD6373'NORTH CONCRETE GUARDWALL BETWEEN THE NORTH AND SOUTHBOUND BRIDGES, AD6373'21.2 FEET WEST OF THE CENTER OF THE NORTHBOUND LANES AND 1.3 FEET WEST AD6373'NORTHWEST OF THE NORTH END OF THE WEST CONCRETE GUARDRAIL OF THE AD6373'NORTHBOUND BRIDGE. AD6373'THE MARK IS 3.0 FT ABOVE ROAD. AD6373 AD6373 STATION RECOVERY (2001) AD6373 AD6373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AD6373'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AD6374 *********************************************************************** AD6374 DESIGNATION - I75 82 A10 RM 2 AD6374 PID - AD6374 AD6374 STATE/COUNTY- FL/CHARLOTTE AD6374 USGS QUAD - GILCHRIST (1987) AD6374 AD6374 *CURRENT SURVEY CONTROL AD6374 ___________________________________________________________________ AD6374* NAD 83(1990)- 26 51 30.52464(N) 081 58 16.60510(W) ADJUSTED AD6374* NAVD 88 - 16.982 (meters) 55.72 (feet) ADJUSTED AD6374 ___________________________________________________________________ AD6374 LAPLACE CORR- -1.65 (seconds) DEFLEC99 AD6374 GEOID HEIGHT- -23.97 (meters) GEOID99 AD6374 DYNAMIC HT - 16.956 (meters) 55.63 (feet) COMP AD6374 MODELED GRAV- 979,102.5 (mgal) NAVD 88 AD6374 AD6374 HORZ ORDER - SECOND AD6374 VERT ORDER - SECOND CLASS II AD6374 AD6374.The horizontal coordinates were established by classical geodetic methods AD6374.and adjusted by the National Geodetic Survey in May 1991. AD6374 AD6374.The orthometric height was determined by differential leveling AD6374.and adjusted by the National Geodetic Survey in June 1991. AD6374 AD6374.The Laplace correction was computed from DEFLEC99 derived deflections. AD6374 AD6374.The geoid height was determined by GEOID99. AD6374 AD6374.The dynamic height is computed by dividing the NAVD 88 AD6374.geopotential number by the normal gravity value computed on the AD6374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD6374.degrees latitude (g = 980.6199 gals.). AD6374 AD6374.The modeled gravity was interpolated from observed gravity values. AD6374 AD6374; North East Units Scale Converg. AD6374;SPC FL W - 279,724.437 202,854.072 MT 0.99994128 +0 00 46.7 AD6374;UTM 17 - 2,971,130.168 403,511.257 MT 0.99971493 -0 26 19.8 AD6374 AD6374 SUPERSEDED SURVEY CONTROL AD6374 AD6374 NAD 83(1986)- 26 51 30.52455(N) 081 58 16.61960(W) AD( ) 2 AD6374 NGVD 29 - 17.326 (m) 56.84 (f) ADJUSTED 2 2 AD6374 AD6374.Superseded values are not recommended for survey control. AD6374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6374.See file dsdata.txt to determine how the superseded data were derived. AD6374 AD6374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0351171130(NAD 83) AD6374_MARKER: DD = SURVEY DISK AD6374_SETTING: 37 = CONCRETE GUARDWALL AD6374_STAMPING: I75 82 A10 RM NO 2 AD6374_MARK LOGO: FLDT AD6374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD6374 AD6374 HISTORY - Date Condition Report By AD6374 HISTORY - 1982 MONUMENTED FLDT AD6374 HISTORY - 20010331 GOOD NGS AD6374 AD6374 STATION DESCRIPTION AD6374 AD6374'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AD6374'7.1 MI SE FROM PUNTA GORDA. AD6374'FROM THE SOUTH END OF THE INTERSTATE ROUTE 75 BRIDGES OVER PEACE RIVER AD6374'AT THE NORTHEAST EDGE OF PUNTA GORDA, GO SOUTHEAST ON INTERSTATE ROUTE AD6374'75 FOR ABOUT 7.1 MILES TO THE INTERSECTION OF STATE ROAD 762 (GREEN AD6374'GULF BOULEVARD AND THE MARK. IT IS SET IN THE TOP WEST END OF THE AD6374'NORTH CONCRETE GUARDWALL BETWEEN THE NORTH AND SOUTHBOUND BRIDGES, AD6374'20.6 FEET EAST OF THE CENTER OF THE SOUTHBOUND LANES, 2.4 FEET EAST OF AD6374'THE SOUTH END OF A METAL GUARDRAIL AND 1.2 FEET EAST SOUTHEAST OF THE AD6374'NORTH END OF THE EAST CONCRETE GUARDRAIL OF THE SOUTHBOUND BRIDGE. AD6374'THE MARK IS 3.0 FT ABOVE ROAD. AD6374 AD6374 STATION RECOVERY (2001) AD6374 AD6374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AD6374'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AD6379 *********************************************************************** AD6379 DESIGNATION - I75 82 A11 AD6379 PID - AD6379 AD6379 STATE/COUNTY- FL/CHARLOTTE AD6379 USGS QUAD - GILCHRIST (1987) AD6379 AD6379 *CURRENT SURVEY CONTROL AD6379 ___________________________________________________________________ AD6379* NAD 83(1990)- 26 51 29.40258(N) 081 59 15.78208(W) ADJUSTED AD6379* NAVD 88 - 7.853 (meters) 25.76 (feet) ADJUSTED AD6379 ___________________________________________________________________ AD6379 LAPLACE CORR- -1.57 (seconds) DEFLEC99 AD6379 GEOID HEIGHT- -23.94 (meters) GEOID99 AD6379 DYNAMIC HT - 7.841 (meters) 25.73 (feet) COMP AD6379 MODELED GRAV- 979,103.4 (mgal) NAVD 88 AD6379 AD6379 HORZ ORDER - SECOND AD6379 VERT ORDER - SECOND CLASS II AD6379 AD6379.The horizontal coordinates were established by classical geodetic methods AD6379.and adjusted by the National Geodetic Survey in May 1991. AD6379 AD6379.The orthometric height was determined by differential leveling AD6379.and adjusted by the National Geodetic Survey in June 1991. AD6379 AD6379.The Laplace correction was computed from DEFLEC99 derived deflections. AD6379 AD6379.The geoid height was determined by GEOID99. AD6379 AD6379.The dynamic height is computed by dividing the NAVD 88 AD6379.geopotential number by the normal gravity value computed on the AD6379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD6379.degrees latitude (g = 980.6199 gals.). AD6379 AD6379.The modeled gravity was interpolated from observed gravity values. AD6379 AD6379; North East Units Scale Converg. AD6379;SPC FL W - 279,689.640 201,220.578 MT 0.99994119 +0 00 20.0 AD6379;UTM 17 - 2,971,108.258 401,877.905 MT 0.99971886 -0 26 46.6 AD6379 AD6379|---------------------------------------------------------------------| AD6379| PID Reference Object Distance Geod. Az | AD6379| dddmmss.s | AD6379| AD6378 I75 82 A11 RM 1 13.296 METERS 09352 | AD6379| AD6380 I75 82 A11 RM 2 12.499 METERS 17007 | AD6379|---------------------------------------------------------------------| AD6379 AD6379 SUPERSEDED SURVEY CONTROL AD6379 AD6379 NAD 83(1986)- 26 51 29.40248(N) 081 59 15.79656(W) AD( ) 2 AD6379 NGVD 29 - 8.196 (m) 26.89 (f) ADJUSTED 2 2 AD6379 AD6379.Superseded values are not recommended for survey control. AD6379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6379.See file dsdata.txt to determine how the superseded data were derived. AD6379 AD6379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0187871108(NAD 83) AD6379_MARKER: DD = SURVEY DISK AD6379_SETTING: 31 = CONCRETE TRAFFIC ISLAND AD6379_STAMPING: I75 82 A11 AD6379_MARK LOGO: FLDT AD6379_MAGNETIC: N = NO MAGNETIC MATERIAL AD6379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD6379 AD6379 HISTORY - Date Condition Report By AD6379 HISTORY - 1982 MONUMENTED FLDT AD6379 HISTORY - 1982 GOOD FLDT AD6379 HISTORY - 20010331 GOOD NGS AD6379 AD6379 STATION DESCRIPTION AD6379 AD6379'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 (CBM) AD6379'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF THE INTERSECTION OF AD6379'U.S. ROUTE 41-STATE ROUTE 45 WITH LEE-CHARLOTTE COUNTY LINE AND ABOUT AD6379'6-1/2 MILES SOUTHEAST OF PUNTA GORDA, AT INTERSECTION OF TUCKERS GRADE AD6379'ROAD. AD6379' AD6379'TO REACH STATION FROM THE SOUTH END OF INTERSTATE ROUTE 75 BRIDGE OVER AD6379'PEACE RIVER, GO SOUTH ON INTERSTATE ROUTE 75 FOR 7.6 MILES TO TUCKERS AD6379'GRADE ROAD (SR 762) AND INTERSTATE ROUTE 75 INTERCHANGE, TURN RIGHT AD6379'AND GO WEST ON TUCKERS GRADE ROAD FOR 1.1 MILES TO INTERSECTION WITH AD6379'U.S. ROUTE 41 IN SOUTH TRAFFIC ISLAND OF AD6379'INTERSECTION. AD6379' AD6379'THE STATION MARK IS A FLORIDA DEPARTMENT OF TRANSPORTATION BRASS DISK, AD6379'STAMPED---I75 82 A11---, IT IS SET IN DRILL HOLE IN THE CONCRETE OF AD6379'SOUTH TRAFFIC ISLAND. IT IS 5.5 FEET SOUTH-SOUTHEAST OF NORTH EDGE OF AD6379'CURVE, 23.6 FEET SOUTH-SOUTHEAST OF CENTER OF TUCKERS GRADE ROAD AD6379'EASTBOUND LANE, 58.5 FEET NORTHEAST OF CENTER OF U.S. 41 NORTHBOUND AD6379'LANE AND 103.5 FEET SOUTHWEST OF SOUTHWEST RAIL OF SEABOARD COAST LINE AD6379'RAILROAD. AD6379' AD6379'REFERENCE MARK NUMBER 1 IS A FLORIDA DEPARTMENT OF TRANSPORTATION AD6379'BRASS DISK, STAMPED---I75 82 A11 RM NO 1---, SET IN DRILL HOLE IN AD6379'CONCRETE TRAFFIC ISLAND. IT IS 1.5 FEET NORTHWEST OF SOUTHEAST EDGE AD6379'OF CONCRETE TRAFFIC ISLAND, 37.5 FEET SOUTH-SOUTHEAST OF TUCKERS GRADE AD6379'ROAD EASTBOUND LANE, 75.0 FEET SOUTHWEST OF SOUTHWEST RAIL OF AD6379'SEABOARD COAST LINE RAILROAD AND 91.0 FEET NORTHEAST OF CENTER OF U.S. AD6379'ROUTE 41 NORTHBOUND LANE. AD6379' AD6379'REFERENCE MARK NUMBER 2 IS A FLORIDA DEPARTMENT OF TRANSPORTATION AD6379'BRASS DISK, STAMPED---I75 82 A11 RM NO 2---, SET IN DRILL HOLE IN AD6379'CONCRETE TRAFFIC ISLAND. IT IS 3.0 FEET NORTHEAST OF SOUTHWEST EDGE AD6379'OF CONCRETE TRAFFIC ISLAND, 38.5 FEET NORTHEAST OF CENTER OF U.S. AD6379'ROUTE 41 NORTHBOUND LANE, 65.0 FEET SOUTH-SOUTHEAST OF CENTER OF AD6379'EASTBOUND LANE OF TUCKERS GRADE ROAD (STATE ROUTE 762) AND 127.0 FEET AD6379'SOUTHWEST OF SOUTHWEST RAIL OF SEABOARD COAST LINE RAILROAD. AD6379 AD6379 STATION RECOVERY (1982) AD6379 AD6379'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AD6379'6.5 MI SE FROM PUNTA GORDA. AD6379'FROM THE INTERSECTION OF U.S. ROUTE 41 AND U.S. ROUTE 17, AT PUNTA AD6379'GORDA, GO SOUTHEAST ON U.S. ROUTE 41 FOR ABOUT 6.5 MILES TO THE AD6379'JUNCTION OF STATE ROAD 762 (GREEN GULF BOULEVARD) AND THE MARK. IT IS AD6379'SET IN THE TOP OF THE CONCRETE ISLAND FORMED BY U.S. ROUTE 41 AD6379'NORTHBOUND LANES AND STATE ROAD 762 EASTBOUND LANES, 103.0 FEET AD6379'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SEABOARD COAST LINE RAILROAD, AD6379'58.5 FEET NORTHEAST OF THE CENTER OF U.S. ROUTE 41 NORTHBOUND LANES, AD6379'23.6 FEET SOUTH SOUTHEAST OF THE CENTER OF STATE ROAD 762 EASTBOUND AD6379'LANES AND 5.5 FEET SOUTH SOUTHEAST OF THE NORTH EDGE OF THE ISLAND. AD6379'THE MARK IS 1.0 FT ABOVE ROAD. AD6379 AD6379 STATION RECOVERY (2001) AD6379 AD6379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AD6379'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AD6378 *********************************************************************** AD6378 DESIGNATION - I75 82 A11 RM 1 AD6378 PID - AD6378 AD6378 STATE/COUNTY- FL/CHARLOTTE AD6378 USGS QUAD - GILCHRIST (1987) AD6378 AD6378 *CURRENT SURVEY CONTROL AD6378 ___________________________________________________________________ AD6378* NAD 83(1990)- 26 51 29.37339(N) 081 59 15.30152(W) ADJUSTED AD6378* NAVD 88 - 7.824 (meters) 25.67 (feet) ADJUSTED AD6378 ___________________________________________________________________ AD6378 LAPLACE CORR- -1.58 (seconds) DEFLEC99 AD6378 GEOID HEIGHT- -23.94 (meters) GEOID99 AD6378 DYNAMIC HT - 7.812 (meters) 25.63 (feet) COMP AD6378 MODELED GRAV- 979,103.4 (mgal) NAVD 88 AD6378 AD6378 HORZ ORDER - SECOND AD6378 VERT ORDER - SECOND CLASS II AD6378 AD6378.The horizontal coordinates were established by classical geodetic methods AD6378.and adjusted by the National Geodetic Survey in May 1991. AD6378 AD6378.The orthometric height was determined by differential leveling AD6378.and adjusted by the National Geodetic Survey in June 1991. AD6378 AD6378.The Laplace correction was computed from DEFLEC99 derived deflections. AD6378 AD6378.The geoid height was determined by GEOID99. AD6378 AD6378.The dynamic height is computed by dividing the NAVD 88 AD6378.geopotential number by the normal gravity value computed on the AD6378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD6378.degrees latitude (g = 980.6199 gals.). AD6378 AD6378.The modeled gravity was interpolated from observed gravity values. AD6378 AD6378; North East Units Scale Converg. AD6378;SPC FL W - 279,688.743 201,233.843 MT 0.99994120 +0 00 20.2 AD6378;UTM 17 - 2,971,107.257 401,891.160 MT 0.99971883 -0 26 46.4 AD6378 AD6378 SUPERSEDED SURVEY CONTROL AD6378 AD6378 NAD 83(1986)- 26 51 29.37329(N) 081 59 15.31600(W) AD( ) 2 AD6378 NGVD 29 - 8.167 (m) 26.79 (f) ADJUSTED 2 2 AD6378 AD6378.Superseded values are not recommended for survey control. AD6378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6378.See file dsdata.txt to determine how the superseded data were derived. AD6378 AD6378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0189171107(NAD 83) AD6378_MARKER: DD = SURVEY DISK AD6378_SETTING: 31 = CONCRETE TRAFFIC ISLAND AD6378_STAMPING: I75 82 A11 RM NO 1 AD6378_MARK LOGO: FLDT AD6378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD6378 AD6378 HISTORY - Date Condition Report By AD6378 HISTORY - 1982 MONUMENTED FLDT AD6378 HISTORY - 20010331 GOOD NGS AD6378 AD6378 STATION DESCRIPTION AD6378 AD6378'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AD6378'6.5 MI SE FROM PUNTA GORDA. AD6378'FROM THE INTERSECTION OF U.S. ROUTE 41 AND U.S. ROUTE 17, AT PUNTA AD6378'GORDA, GO SOUTHEAST ON U.S. ROUTE 41 FOR ABOUT 6.5 MILES TO THE AD6378'JUNCTION OF STATE ROAD 762 (GREEN GULF BOULEVARD) AND THE MARK. IT IS AD6378'SET IN THE TOP OF THE CONCRETE ISLAND FORMED BY U.S. ROUTE 41 AD6378'NORTHBOUND LANES AND STATE ROAD 762 EASTBOUND LANES, 91.0 FEET AD6378'NORTHEAST OF THE CENTER OF U.S. ROUTE 41 NORTHBOUND LANES, 75.0 FEET AD6378'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SEABOARD COAST LINE RAILROAD, AD6378'37.5 FEET SOUTH SOUTHEAST OF THE CENTER OF STATE ROAD 762 EASTBOUND AD6378'LANES AND 1.5 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE ISLAND. AD6378'THE MARK IS 1.0 FT ABOVE ROAD. AD6378 AD6378 STATION RECOVERY (2001) AD6378 AD6378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AD6378'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AD6380 *********************************************************************** AD6380 DESIGNATION - I75 82 A11 RM 2 AD6380 PID - AD6380 AD6380 STATE/COUNTY- FL/CHARLOTTE AD6380 USGS QUAD - GILCHRIST (1987) AD6380 AD6380 *CURRENT SURVEY CONTROL AD6380 ___________________________________________________________________ AD6380* NAD 83(1990)- 26 51 29.00251(N) 081 59 15.70443(W) ADJUSTED AD6380* NAVD 88 - 7.868 (meters) 25.81 (feet) ADJUSTED AD6380 ___________________________________________________________________ AD6380 LAPLACE CORR- -1.58 (seconds) DEFLEC99 AD6380 GEOID HEIGHT- -23.94 (meters) GEOID99 AD6380 DYNAMIC HT - 7.856 (meters) 25.77 (feet) COMP AD6380 MODELED GRAV- 979,103.4 (mgal) NAVD 88 AD6380 AD6380 HORZ ORDER - SECOND AD6380 VERT ORDER - SECOND CLASS II AD6380 AD6380.The horizontal coordinates were established by classical geodetic methods AD6380.and adjusted by the National Geodetic Survey in May 1991. AD6380 AD6380.The orthometric height was determined by differential leveling AD6380.and adjusted by the National Geodetic Survey in June 1991. AD6380 AD6380.The Laplace correction was computed from DEFLEC99 derived deflections. AD6380 AD6380.The geoid height was determined by GEOID99. AD6380 AD6380.The dynamic height is computed by dividing the NAVD 88 AD6380.geopotential number by the normal gravity value computed on the AD6380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD6380.degrees latitude (g = 980.6199 gals.). AD6380 AD6380.The modeled gravity was interpolated from observed gravity values. AD6380 AD6380; North East Units Scale Converg. AD6380;SPC FL W - 279,677.327 201,222.722 MT 0.99994119 +0 00 20.0 AD6380;UTM 17 - 2,971,095.932 401,879.952 MT 0.99971885 -0 26 46.5 AD6380 AD6380 SUPERSEDED SURVEY CONTROL AD6380 AD6380 NAD 83(1986)- 26 51 29.00241(N) 081 59 15.71891(W) AD( ) 2 AD6380 NGVD 29 - 8.211 (m) 26.94 (f) ADJUSTED 2 2 AD6380 AD6380.Superseded values are not recommended for survey control. AD6380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6380.See file dsdata.txt to determine how the superseded data were derived. AD6380 AD6380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0188071096(NAD 83) AD6380_MARKER: DD = SURVEY DISK AD6380_SETTING: 31 = CONCRETE TRAFFIC ISLAND AD6380_STAMPING: I75 82 A11 RM NO 2 AD6380_MARK LOGO: FLDT AD6380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD6380 AD6380 HISTORY - Date Condition Report By AD6380 HISTORY - 1982 MONUMENTED FLDT AD6380 HISTORY - 20010331 GOOD NGS AD6380 AD6380 STATION DESCRIPTION AD6380 AD6380'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AD6380'6.5 MI SE FROM PUNTA GORDA. AD6380'FROM THE INTERSECTION OF U.S. ROUTE 41 AND U.S. ROUTE 17, AT PUNTA AD6380'GORDA, GO SOUTHEAST ON U.S. ROUTE 41 FOR ABOUT 6.5 MILES TO THE AD6380'JUNCTION OF STATE ROAD 762 (GREEN GULF BOULEVARD) AND THE MARK. IT IS AD6380'SET IN THE TOP OF THE CONCRETE ISLAND FORMED BY U.S. ROUTE 41 AD6380'NORTHBOUND LANES AND STATE ROAD 762 EASTBOUND LANES, 127.0 FEET AD6380'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SEABOARD COAST LINE RAILROAD, AD6380'65.0 FEET SOUTH SOUTHEAST OF THE CENTER OF STATE ROAD 762 EASTBOUND AD6380'LANES, 38.5 FEET NORTHEAST OF THE CENTER OF U.S. ROUTE 41 NORTHBOUND AD6380'LANES AND 3.0 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE ISLAND. AD6380'THE MARK IS 1.0 FT ABOVE ROAD. AD6380 AD6380 STATION RECOVERY (2001) AD6380 AD6380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AD6380'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AD6384 *********************************************************************** AD6384 DESIGNATION - I75 82 A11A AD6384 PID - AD6384 AD6384 STATE/COUNTY- FL/CHARLOTTE AD6384 USGS QUAD - GILCHRIST (1987) AD6384 AD6384 *CURRENT SURVEY CONTROL AD6384 ___________________________________________________________________ AD6384* NAD 83(1990)- 26 52 04.33571(N) 081 59 57.69019(W) ADJUSTED AD6384* NAVD 88 - 6.604 (meters) 21.67 (feet) ADJUSTED AD6384 ___________________________________________________________________ AD6384 LAPLACE CORR- -1.50 (seconds) DEFLEC99 AD6384 GEOID HEIGHT- -23.93 (meters) GEOID99 AD6384 DYNAMIC HT - 6.594 (meters) 21.63 (feet) COMP AD6384 MODELED GRAV- 979,105.0 (mgal) NAVD 88 AD6384 AD6384 HORZ ORDER - SECOND AD6384 VERT ORDER - SECOND CLASS II AD6384 AD6384.The horizontal coordinates were established by classical geodetic methods AD6384.and adjusted by the National Geodetic Survey in May 1991. AD6384 AD6384.The orthometric height was determined by differential leveling AD6384.and adjusted by the National Geodetic Survey in June 1991. AD6384 AD6384.The Laplace correction was computed from DEFLEC99 derived deflections. AD6384 AD6384.The geoid height was determined by GEOID99. AD6384 AD6384.The dynamic height is computed by dividing the NAVD 88 AD6384.geopotential number by the normal gravity value computed on the AD6384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD6384.degrees latitude (g = 980.6199 gals.). AD6384 AD6384.The modeled gravity was interpolated from observed gravity values. AD6384 AD6384; North East Units Scale Converg. AD6384;SPC FL W - 280,764.695 200,063.754 MT 0.99994118 +0 00 01.0 AD6384;UTM 17 - 2,972,192.164 400,729.850 MT 0.99972166 -0 27 06.1 AD6384 AD6384|---------------------------------------------------------------------| AD6384| PID Reference Object Distance Geod. Az | AD6384| dddmmss.s | AD6384| AD6385 I75 82 A11A RM 1 6.914 METERS 22330 | AD6384| AD6386 I75 82 A11A RM 2 18.619 METERS 29159 | AD6384|---------------------------------------------------------------------| AD6384 AD6384 SUPERSEDED SURVEY CONTROL AD6384 AD6384 NAD 83(1986)- 26 52 04.33562(N) 081 59 57.70478(W) AD( ) 2 AD6384 NGVD 29 - 6.947 (m) 22.79 (f) ADJUSTED 2 2 AD6384 AD6384.Superseded values are not recommended for survey control. AD6384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6384.See file dsdata.txt to determine how the superseded data were derived. AD6384 AD6384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0073072192(NAD 83) AD6384_MARKER: DD = SURVEY DISK AD6384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6384_STAMPING: I75 82 A11A AD6384_MARK LOGO: FLDT AD6384_PROJECTION: RECESSED 8 CENTIMETERS AD6384_MAGNETIC: N = NO MAGNETIC MATERIAL AD6384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD6384+STABILITY: SURFACE MOTION AD6384 AD6384 HISTORY - Date Condition Report By AD6384 HISTORY - 1982 MONUMENTED FLDT AD6384 HISTORY - 1982 GOOD FLDT AD6384 HISTORY - 20010331 GOOD NGS AD6384 AD6384 STATION DESCRIPTION AD6384 AD6384'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 (CBM) AD6384'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF THE INTERSECTION OF AD6384'U.S. ROUTE 41 (STATE ROUTE 45) WITH LEE-CHARLOTTE COUNTY LINE AND AD6384'ABOUT 5-1/2 MILES SOUTHEAST OF PUNTA GORDA, IN HIGHWAY RIGHT-OF-WAY. AD6384' AD6384'TO REACH STATION FROM THE SOUTH END OF INTERSTATE ROUTE 75 BRIDGE OVER AD6384'PEACE RIVER, GO SOUTH ON INTERSTATE ROUTE 75 FOR 7.6 MILES TO TUCKERS AD6384'GRADE ROAD AND INTERSTATE ROUTE 75 INTERCHANGE, THENCE TURN RIGHT AND AD6384'GO WEST ON TUCKERS GRADE ROAD FOR 1.1 MILES TO INTERSECTION WITH U.S. AD6384'ROUTE 41, THENCE TURN RIGHT AND GO NORTH ON U.S. ROUTE 41 FOR 1.0 MILE AD6384'TO INTERSECTION OF PAYNE STREET AND STATION. AD6384' AD6384'THE STATION MARK IS A FLORIDA DEPARTMENT OF TRANSPORTATION BRASS DISK, AD6384'STAMPED---I75 82 A11A---, SET IN TOP OF ROUND CONCRETE MONUMENT THAT AD6384'IS 3 INCHES BELOW GROUND. IT IS 10.7 FEET NORTHEAST OF METAL WITNESS AD6384'POST, 11.0 FEET NORTHEAST OF NORTHEAST END OF CONCRETE HEADWALL, 30.0 AD6384'FEET SOUTHEAST OF CENTER OF PAYNE STREET AND 47.5 FEET SOUTHWEST OF AD6384'CENTER OF U.S. ROUTE 41 SOUTHBOUND LANE. AD6384' AD6384'REFERENCE MARK NUMBER 1 IS A FLORIDA DEPARTMENT OF TRANSPORTATION AD6384'BRASS DISK, STAMPED---I75 82 A11A RM NO 1---, SET IN DRILL HOLE IN TOP AD6384'OF CONCRETE HEADWALL. IT IS 11.6 FEET NORTHEAST OF SOUTHWEST END OF AD6384'CONCRETE HEADWALL, 30.0 FEET SOUTHEAST OF CENTER OF PAYNE STREET AND AD6384'70.7 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 41 SOUTHBOUND LANE. AD6384' AD6384'REFERENCE MARK NUMBER 2 IS A FLORIDA DEPARTMENT OF TRANSPORTATION AD6384'BRASS DISK, STAMPED---I75 82 A11A RM NO 2---, SET IN DRILL HOLE IN TOP AD6384'OF CONCRETE HEADWALL. IT IS 11.3 FEET NORTHEAST OF SOUTHWEST END OF AD6384'CONCRETE HEADWALL, 26.7 FEET NORTHWEST OF CENTER OF PAYNE STREET AND AD6384'70.7 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 41 SOUTHBOUND LANE. AD6384 AD6384 STATION RECOVERY (1982) AD6384 AD6384'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AD6384'5.5 MI SE FROM PUNTA GORDA. AD6384'FROM THE INTERSECTION OF U.S. ROUTE 41 AND U.S. ROUTE 17, AT PUNTA AD6384'GORDA, GO SOUTHEAST ON U.S. ROUTE 41 FOR ABOUT 5.5 MILES TO THE AD6384'JUNCTION OF PAYNE STREET AND THE MARK. IT IS 47.5 FEET SOUTHWEST OF AD6384'THE CENTER OF THE SOUTHBOUND LANES, 30.0 FEET SOUTHEAST OF THE CENTER AD6384'OF PAYNE STREET AND 11.0 FEET NORTHEAST OF THE NORTHEAST END OF THE AD6384'SOUTHEAST CONCRETE HEADWALL. AD6384'THE MARK IS 10.7 FT NE FROM A WITNESS POST. AD6384 AD6384 STATION RECOVERY (2001) AD6384 AD6384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AD6384'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AD6385 *********************************************************************** AD6385 DESIGNATION - I75 82 A11A RM 1 AD6385 PID - AD6385 AD6385 STATE/COUNTY- FL/CHARLOTTE AD6385 USGS QUAD - GILCHRIST (1987) AD6385 AD6385 *CURRENT SURVEY CONTROL AD6385 ___________________________________________________________________ AD6385* NAD 83(1990)- 26 52 04.17276(N) 081 59 57.86263(W) ADJUSTED AD6385* NAVD 88 - 6.386 (meters) 20.95 (feet) ADJUSTED AD6385 ___________________________________________________________________ AD6385 LAPLACE CORR- -1.50 (seconds) DEFLEC99 AD6385 GEOID HEIGHT- -23.93 (meters) GEOID99 AD6385 DYNAMIC HT - 6.376 (meters) 20.92 (feet) COMP AD6385 MODELED GRAV- 979,105.0 (mgal) NAVD 88 AD6385 AD6385 HORZ ORDER - SECOND AD6385 VERT ORDER - SECOND CLASS II AD6385 AD6385.The horizontal coordinates were established by classical geodetic methods AD6385.and adjusted by the National Geodetic Survey in May 1991. AD6385 AD6385.The orthometric height was determined by differential leveling AD6385.and adjusted by the National Geodetic Survey in June 1991. AD6385 AD6385.The Laplace correction was computed from DEFLEC99 derived deflections. AD6385 AD6385.The geoid height was determined by GEOID99. AD6385 AD6385.The dynamic height is computed by dividing the NAVD 88 AD6385.geopotential number by the normal gravity value computed on the AD6385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD6385.degrees latitude (g = 980.6199 gals.). AD6385 AD6385.The modeled gravity was interpolated from observed gravity values. AD6385 AD6385; North East Units Scale Converg. AD6385;SPC FL W - 280,759.680 200,058.994 MT 0.99994118 +0 00 01.0 AD6385;UTM 17 - 2,972,187.188 400,725.052 MT 0.99972167 -0 27 06.1 AD6385 AD6385 SUPERSEDED SURVEY CONTROL AD6385 AD6385 NAD 83(1986)- 26 52 04.17265(N) 081 59 57.87724(W) AD( ) 2 AD6385 NGVD 29 - 6.729 (m) 22.08 (f) ADJUSTED 2 2 AD6385 AD6385.Superseded values are not recommended for survey control. AD6385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6385.See file dsdata.txt to determine how the superseded data were derived. AD6385 AD6385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0072572187(NAD 83) AD6385_MARKER: DD = SURVEY DISK AD6385_SETTING: 32 = CONCRETE HEADWALL AD6385_STAMPING: I75 82 A11A RM NO 1 AD6385_MARK LOGO: FLDT AD6385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD6385+STABILITY: SURFACE MOTION AD6385 AD6385 HISTORY - Date Condition Report By AD6385 HISTORY - 1982 MONUMENTED FLDT AD6385 HISTORY - 20010331 GOOD NGS AD6385 AD6385 STATION DESCRIPTION AD6385 AD6385'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AD6385'5.5 MI SE FROM PUNTA GORDA. AD6385'FROM THE INTERSECTION OF U.S. ROUTE 41 AND U.S. ROUTE 17, AT PUNTA AD6385'GORDA, GO SOUTHEAST ON U.S. ROUTE 41 FOR ABOUT 5.5 MILES TO THE AD6385'JUNCTION OF PAYNE STREET AND THE MARK. IT IS SET IN THE TOP SOUTHEAST AD6385'CONCRETE HEADWALL OF A CULVERT, 70.7 FEET SOUTHWEST OF THE CENTER OF AD6385'THE SOUTHBOUND LANES, 30.0 FEET SOUTHEAST OF THE CENTER OF PAYNE AD6385'STREET AND 11.6 FEET NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL. AD6385 AD6385 STATION RECOVERY (2001) AD6385 AD6385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AD6385'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AD6386 *********************************************************************** AD6386 DESIGNATION - I75 82 A11A RM 2 AD6386 PID - AD6386 AD6386 STATE/COUNTY- FL/CHARLOTTE AD6386 USGS QUAD - GILCHRIST (1987) AD6386 AD6386 *CURRENT SURVEY CONTROL AD6386 ___________________________________________________________________ AD6386* NAD 83(1990)- 26 52 04.56220(N) 081 59 58.31567(W) ADJUSTED AD6386* NAVD 88 - 6.420 (meters) 21.06 (feet) ADJUSTED AD6386 ___________________________________________________________________ AD6386 LAPLACE CORR- -1.50 (seconds) DEFLEC99 AD6386 GEOID HEIGHT- -23.93 (meters) GEOID99 AD6386 DYNAMIC HT - 6.410 (meters) 21.03 (feet) COMP AD6386 MODELED GRAV- 979,105.0 (mgal) NAVD 88 AD6386 AD6386 HORZ ORDER - SECOND AD6386 VERT ORDER - SECOND CLASS II AD6386 AD6386.The horizontal coordinates were established by classical geodetic methods AD6386.and adjusted by the National Geodetic Survey in May 1991. AD6386 AD6386.The orthometric height was determined by differential leveling AD6386.and adjusted by the National Geodetic Survey in June 1991. AD6386 AD6386.The Laplace correction was computed from DEFLEC99 derived deflections. AD6386 AD6386.The geoid height was determined by GEOID99. AD6386 AD6386.The dynamic height is computed by dividing the NAVD 88 AD6386.geopotential number by the normal gravity value computed on the AD6386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD6386.degrees latitude (g = 980.6199 gals.). AD6386 AD6386.The modeled gravity was interpolated from observed gravity values. AD6386 AD6386; North East Units Scale Converg. AD6386;SPC FL W - 280,771.666 200,046.490 MT 0.99994118 +0 00 00.8 AD6386;UTM 17 - 2,972,199.269 400,712.646 MT 0.99972170 -0 27 06.3 AD6386 AD6386 SUPERSEDED SURVEY CONTROL AD6386 AD6386 NAD 83(1986)- 26 52 04.56211(N) 081 59 58.33026(W) AD( ) 2 AD6386 NGVD 29 - 6.763 (m) 22.19 (f) ADJUSTED 2 2 AD6386 AD6386.Superseded values are not recommended for survey control. AD6386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6386.See file dsdata.txt to determine how the superseded data were derived. AD6386 AD6386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0071372199(NAD 83) AD6386_MARKER: DD = SURVEY DISK AD6386_SETTING: 32 = CONCRETE HEADWALL AD6386_STAMPING: I75 82 A11A RM NO 2 AD6386_MARK LOGO: FLDT AD6386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD6386+STABILITY: SURFACE MOTION AD6386 AD6386 HISTORY - Date Condition Report By AD6386 HISTORY - 1982 MONUMENTED FLDT AD6386 HISTORY - 20010331 GOOD NGS AD6386 AD6386 STATION DESCRIPTION AD6386 AD6386'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AD6386'5.5 MI SE FROM PUNTA GORDA. AD6386'FROM THE INTERSECTION OF U.S. ROUTE 41 AND U.S. ROUTE 17, AT PUNTA AD6386'GORDA, GO SOUTHEAST ON U.S. ROUTE 41 FOR ABOUT 5.5 MILES TO THE AD6386'JUNCTION OF PAYNE STREET AND THE MARK. IT IS SET IN THE TOP NORTHWEST AD6386'CONCRETE HEADWALL OF A CULVERT, 70.7 FEET SOUTHWEST OF THE CENTER OF AD6386'THE SOUTHBOUND LANES, 26.7 FEET NORTHWEST OF THE CENTER OF PAYNE AD6386'STREET AND 11.3 FEET NORTHEAST OF THE SOUTHWEST END OF THE CONCRETE AD6386'HEADWALL. AD6386 AD6386 STATION RECOVERY (2001) AD6386 AD6386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AD6386'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7935 *********************************************************************** AG7935 DESIGNATION - I75 82 A11B AG7935 PID - AG7935 AG7935 STATE/COUNTY- FL/CHARLOTTE AG7935 USGS QUAD - PUNTA GORDA SE (1987) AG7935 AG7935 *CURRENT SURVEY CONTROL AG7935 ___________________________________________________________________ AG7935* NAD 83(1990)- 26 52 29.37823(N) 082 00 26.22492(W) ADJUSTED AG7935* NAVD 88 - 6.100 (meters) 20.01 (feet) ADJUSTED AG7935 ___________________________________________________________________ AG7935 LAPLACE CORR- -1.44 (seconds) DEFLEC99 AG7935 GEOID HEIGHT- -23.93 (meters) GEOID99 AG7935 DYNAMIC HT - 6.091 (meters) 19.98 (feet) COMP AG7935 MODELED GRAV- 979,107.1 (mgal) NAVD 88 AG7935 AG7935 HORZ ORDER - SECOND AG7935 VERT ORDER - SECOND CLASS II AG7935 AG7935.The horizontal coordinates were established by classical geodetic methods AG7935.and adjusted by the National Geodetic Survey in May 1991. AG7935 AG7935.The orthometric height was determined by differential leveling AG7935.and adjusted by the National Geodetic Survey in June 1991. AG7935 AG7935.The Laplace correction was computed from DEFLEC99 derived deflections. AG7935 AG7935.The geoid height was determined by GEOID99. AG7935 AG7935.The dynamic height is computed by dividing the NAVD 88 AG7935.geopotential number by the normal gravity value computed on the AG7935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7935.degrees latitude (g = 980.6199 gals.). AG7935 AG7935.The modeled gravity was interpolated from observed gravity values. AG7935 AG7935; North East Units Scale Converg. AG7935;SPC FL W - 281,535.434 199,276.202 MT 0.99994118 -0 00 11.9 AG7935;UTM 17 - 2,972,968.923 399,948.574 MT 0.99972358 -0 27 19.3 AG7935 AG7935|---------------------------------------------------------------------| AG7935| PID Reference Object Distance Geod. Az | AG7935| dddmmss.s | AG7935| AG7933 I75 82 A11B RM 1 20.676 METERS 15153 | AG7935| AG7934 I75 82 A11B RM 2 8.449 METERS 22423 | AG7935|---------------------------------------------------------------------| AG7935 AG7935 SUPERSEDED SURVEY CONTROL AG7935 AG7935 NAD 83(1986)- 26 52 29.37813(N) 082 00 26.23960(W) AD( ) 2 AG7935 NGVD 29 - 6.446 (m) 21.15 (f) ADJUSTED 2 2 AG7935 AG7935.Superseded values are not recommended for survey control. AG7935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7935.See file dsdata.txt to determine how the superseded data were derived. AG7935 AG7935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9994972969(NAD 83) AG7935_MARKER: DD = SURVEY DISK AG7935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7935_STAMPING: I75 82 A11B AG7935_MARK LOGO: FLDT AG7935_PROJECTION: RECESSED 8 CENTIMETERS AG7935_MAGNETIC: N = NO MAGNETIC MATERIAL AG7935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7935+STABILITY: SURFACE MOTION AG7935 AG7935 HISTORY - Date Condition Report By AG7935 HISTORY - 1982 MONUMENTED FLDT AG7935 HISTORY - 1982 GOOD FLDT AG7935 HISTORY - 1990 MARK NOT FOUND USPSQD AG7935 HISTORY - 20010331 MARK NOT FOUND NGS AG7935 AG7935 STATION DESCRIPTION AG7935 AG7935'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 (CBM) AG7935'STATION IS LOCATED ABOUT 8-3/4 MILES NORTHWEST OF THE INTERSECTION OF AG7935'U.S. ROUTE 41 (STATE ROUTE 45) WITH LEE-CHARLOTTE COUNTY LINE AND AG7935'ABOUT 5 MILES SOUTHEAST OF PUNTA GORDA, IN HIGHWAY RIGHT-OF WAY. AG7935' AG7935'TO REACH STATION FROM THE SOUTH END OF INTERSTATE ROUTE 75 BRIDGE OVER AG7935'PEACE RIVER, GO SOUTH ON INTERSTATE ROUTE 75 FOR 7.6 MILES TO TUCKERS AG7935'GRADE ROAD AND INTERSTATE ROUTE 75 INTERCHANGE, THENCE TURN RIGHT AND AG7935'GO WEST ON TUCKERS GRADE ROAD FOR 1.1 MILES TO INTERSECTION WITH U.S. AG7935'ROUTE 41, THENCE TURN RIGHT AND GO NORTH ON U.S. ROUTE 41 FOR 1.65 AG7935'MILES TO INTERSECTION OF ROYAL POINCIANA STREET AND STATION. AG7935' AG7935'THE STATION MARK IS A FLORIDA DEPARTMENT OF TRANSPORTATION BRASS DISK, AG7935'STAMPED---I75 82 A11B---, SET IN TOP OF A ROUND CONCRETE MONUMENT AG7935'THAT IS 3 INCHES BELOW GROUND. IT IS 8.5 FEET NORTHEAST OF A METAL AG7935'WITNESS POST, 8.8 FEET NORTHEAST OF NORTHEAST END OF CONCRETE HEADWALL AG7935'33.0 FEET NORTHWEST OF CENTER OF ROYAL POINCIANA STREET AND 42.0 AG7935'FEET SOUTHWEST OF CENTER OF U.S. ROUTE 41 SOUTHBOUND LANE. AG7935' AG7935'REFERENCE MARK NUMBER 1 IS A FLORIDA DEPARTMENT OF TRANSPORTATION AG7935'BRASS DISK, STAMPED---I75 82 A11B RM NO 1---, SET IN DRILL HOLE IN TOP AG7935'OF CONCRETE HEADWALL, 32.0 FEET SOUTHEAST OF CENTER OF ROYAL AG7935'POINCIANA STREET AND 62.5 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 41 AG7935'SOUTHBOUND LANE. AG7935' AG7935'REFERENCE MARK NUMBER 2 IS A FLORIDA DEPARTMENT OF TRANSPORTATION AG7935'BRASS DISK, STAMPED---I75 82 A11B RM NO 2---, SET IN DRILL HOLE IN TOP AG7935'OF CONCRETE HEADWALL. IT IS 14.0 FEET NORTHEAST OF SOUTHWEST END OF AG7935'CONCRETE HEADWALL, 33.0 FEET NORTHWEST OF CENTER OF ROYAL POINCIANA AG7935'STREET AND 70.0 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 41 SOUTHBOUND AG7935'LANE. AG7935 AG7935 STATION RECOVERY (1982) AG7935 AG7935'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AG7935'4.7 MI SE FROM PUNTA GORDA. AG7935'FROM THE INTERSECTION OF U.S. ROUTE 41 AND U.S ROUTE 17, AT PUNTA AG7935'GORDA, GO SOUTHEAST ON U.S. ROUTE 41 FOR ABOUT 4.7 MILES TO THE AG7935'INTERSECTION OF ROYAL POINCIANA STREET AND THE MARK. IT IS 42.0 FEET AG7935'SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES, 33.0 FEET NORTHWEST AG7935'OF THE CENTER OF ROYAL POINCIANA STREET AND 8.8 FEET NORTHEAST OF THE AG7935'NORTHEAST END OF THE NORTHWEST HEADWALL OF A CULVERT. AG7935'THE MARK IS 8.5 FT NE FROM A WITNESS POST. AG7935 AG7935 STATION RECOVERY (1990) AG7935 AG7935'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI) AG7935'MARK NOT FOUND. AG7935 AG7935 STATION RECOVERY (2001) AG7935 AG7935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG7935'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7933 *********************************************************************** AG7933 DESIGNATION - I75 82 A11B RM 1 AG7933 PID - AG7933 AG7933 STATE/COUNTY- FL/CHARLOTTE AG7933 USGS QUAD - PUNTA GORDA SE (1987) AG7933 AG7933 *CURRENT SURVEY CONTROL AG7933 ___________________________________________________________________ AG7933* NAD 83(1990)- 26 52 28.78573(N) 082 00 25.87192(W) ADJUSTED AG7933* NAVD 88 - 5.917 (meters) 19.41 (feet) ADJUSTED AG7933 ___________________________________________________________________ AG7933 LAPLACE CORR- -1.44 (seconds) DEFLEC99 AG7933 GEOID HEIGHT- -23.93 (meters) GEOID99 AG7933 DYNAMIC HT - 5.908 (meters) 19.38 (feet) COMP AG7933 MODELED GRAV- 979,107.1 (mgal) NAVD 88 AG7933 AG7933 HORZ ORDER - SECOND AG7933 VERT ORDER - SECOND CLASS II AG7933 AG7933.The horizontal coordinates were established by classical geodetic methods AG7933.and adjusted by the National Geodetic Survey in May 1991. AG7933 AG7933.The orthometric height was determined by differential leveling AG7933.and adjusted by the National Geodetic Survey in June 1991. AG7933 AG7933.The Laplace correction was computed from DEFLEC99 derived deflections. AG7933 AG7933.The geoid height was determined by GEOID99. AG7933 AG7933.The dynamic height is computed by dividing the NAVD 88 AG7933.geopotential number by the normal gravity value computed on the AG7933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7933.degrees latitude (g = 980.6199 gals.). AG7933 AG7933.The modeled gravity was interpolated from observed gravity values. AG7933 AG7933; North East Units Scale Converg. AG7933;SPC FL W - 281,517.198 199,285.943 MT 0.99994118 -0 00 11.7 AG7933;UTM 17 - 2,972,950.615 399,958.169 MT 0.99972355 -0 27 19.2 AG7933 AG7933 SUPERSEDED SURVEY CONTROL AG7933 AG7933 NAD 83(1986)- 26 52 28.78564(N) 082 00 25.88661(W) AD( ) 2 AG7933 NGVD 29 - 6.262 (m) 20.54 (f) ADJUSTED 2 2 AG7933 AG7933.Superseded values are not recommended for survey control. AG7933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7933.See file dsdata.txt to determine how the superseded data were derived. AG7933 AG7933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9995872951(NAD 83) AG7933_MARKER: DD = SURVEY DISK AG7933_SETTING: 32 = CONCRETE HEADWALL AG7933_STAMPING: I75 82 A11B RM NO 1 AG7933_MARK LOGO: FLDT AG7933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7933+STABILITY: SURFACE MOTION AG7933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG7933+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2003 AG7933 AG7933 HISTORY - Date Condition Report By AG7933 HISTORY - 1982 MONUMENTED FLDT AG7933 HISTORY - 1990 GOOD USPSQD AG7933 HISTORY - 20010331 GOOD NGS AG7933 HISTORY - 20030309 GOOD USPSQD AG7933 AG7933 STATION DESCRIPTION AG7933 AG7933'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AG7933'4.7 MI SE FROM PUNTA GORDA. AG7933'FROM THE INTERSECTION OF U.S. ROUTE 41 AND U.S. ROUTE 17, AT PUNTA AG7933'GORDA, GO SOUTHEAST ON U.S. ROUTE 41 FOR ABOUT 4.7 MILES TO THE AG7933'INTERSECTION OF ROYAL POINCIANA STREET AND THE MARK. IT IS SET IN THE AG7933'TOP SOUTHEAST CONCRETE HEADWALL OF A CULVERT, 62.5 FEET SOUTHWEST OF AG7933'THE CENTER OF THE SOUTHBOUND LANES, 32.0 FEET SOUTHEAST OF THE CENTER AG7933'OF ROYAL POINCIANA STREET AND 11.7 FEET NORTHEAST OF THE SOUTHWEST END AG7933'OF THE CONCRETE HEADWALL. AG7933 AG7933 STATION RECOVERY (1990) AG7933 AG7933'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI) AG7933'RECOVERED IN GOOD CONDITION. AG7933 AG7933 STATION RECOVERY (2001) AG7933 AG7933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG7933'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG7933 AG7933 STATION RECOVERY (2003) AG7933 AG7933'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AG7933'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7934 *********************************************************************** AG7934 DESIGNATION - I75 82 A11B RM 2 AG7934 PID - AG7934 AG7934 STATE/COUNTY- FL/CHARLOTTE AG7934 USGS QUAD - PUNTA GORDA SE (1987) AG7934 AG7934 *CURRENT SURVEY CONTROL AG7934 ___________________________________________________________________ AG7934* NAD 83(1990)- 26 52 29.18205(N) 082 00 26.43904(W) ADJUSTED AG7934* NAVD 88 - 5.915 (meters) 19.41 (feet) ADJUSTED AG7934 ___________________________________________________________________ AG7934 LAPLACE CORR- -1.44 (seconds) DEFLEC99 AG7934 GEOID HEIGHT- -23.93 (meters) GEOID99 AG7934 DYNAMIC HT - 5.906 (meters) 19.38 (feet) COMP AG7934 MODELED GRAV- 979,107.1 (mgal) NAVD 88 AG7934 AG7934 HORZ ORDER - SECOND AG7934 VERT ORDER - SECOND CLASS II AG7934 AG7934.The horizontal coordinates were established by classical geodetic methods AG7934.and adjusted by the National Geodetic Survey in May 1991. AG7934 AG7934.The orthometric height was determined by differential leveling AG7934.and adjusted by the National Geodetic Survey in June 1991. AG7934 AG7934.The Laplace correction was computed from DEFLEC99 derived deflections. AG7934 AG7934.The geoid height was determined by GEOID99. AG7934 AG7934.The dynamic height is computed by dividing the NAVD 88 AG7934.geopotential number by the normal gravity value computed on the AG7934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7934.degrees latitude (g = 980.6199 gals.). AG7934 AG7934.The modeled gravity was interpolated from observed gravity values. AG7934 AG7934; North East Units Scale Converg. AG7934;SPC FL W - 281,529.397 199,270.292 MT 0.99994118 -0 00 12.0 AG7934;UTM 17 - 2,972,962.933 399,942.618 MT 0.99972359 -0 27 19.4 AG7934 AG7934 SUPERSEDED SURVEY CONTROL AG7934 AG7934 NAD 83(1986)- 26 52 29.18195(N) 082 00 26.45373(W) AD( ) 2 AG7934 NGVD 29 - 6.260 (m) 20.54 (f) ADJUSTED 2 2 AG7934 AG7934.Superseded values are not recommended for survey control. AG7934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7934.See file dsdata.txt to determine how the superseded data were derived. AG7934 AG7934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9994372963(NAD 83) AG7934_MARKER: DD = SURVEY DISK AG7934_SETTING: 32 = CONCRETE HEADWALL AG7934_STAMPING: I75 82 A11B RM NO 2 AG7934_MARK LOGO: FLDT AG7934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7934+STABILITY: SURFACE MOTION AG7934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG7934+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2003 AG7934 AG7934 HISTORY - Date Condition Report By AG7934 HISTORY - 1982 MONUMENTED FLDT AG7934 HISTORY - 1990 GOOD USPSQD AG7934 HISTORY - 20010331 GOOD NGS AG7934 HISTORY - 20030309 GOOD USPSQD AG7934 AG7934 STATION DESCRIPTION AG7934 AG7934'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AG7934'4.7 MI SE FROM PUNTA GORDA. AG7934'FROM THE INTERSECTION OF U.S. ROUTE 41 AND U.S. ROUTE 17, AT PUNTA AG7934'GORDA, GO SOUTHEAST ON U.S. ROUTE 41 FOR ABOUT 4.7 MILES TO THE AG7934'INTERSECTION OF ROYAL POINCIANA STREET AND THE MARK. IT IS SET IN THE AG7934'TOP NORTHWEST CONCRETE HEADWALL OF A CULVERT, 70.0 FEET SOUTHWEST OF AG7934'THE CENTER OF THE SOUTHBOUND LANES, 33.0 FEET NORTHWEST OF THE CENTER AG7934'OF ROYAL POINCIANA STREET AND 4.0 FEET NORTHEAST OF THE SOUTHWEST END AG7934'OF THE CONCRETE HEADWALL. AG7934 AG7934 STATION RECOVERY (1990) AG7934 AG7934'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI) AG7934'RECOVERED IN GOOD CONDITION. AG7934 AG7934 STATION RECOVERY (2001) AG7934 AG7934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG7934'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG7934 AG7934 STATION RECOVERY (2003) AG7934 AG7934'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AG7934'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7955 *********************************************************************** AG7955 DESIGNATION - I75 A 16 AG7955 PID - AG7955 AG7955 STATE/COUNTY- FL/CHARLOTTE AG7955 USGS QUAD - PUNTA GORDA (1987) AG7955 AG7955 *CURRENT SURVEY CONTROL AG7955 ___________________________________________________________________ AG7955* NAD 83(1986)- 26 55 03. (N) 082 00 48. (W) SCALED AG7955* NAVD 88 - 10.826 (meters) 35.52 (feet) ADJUSTED AG7955 ___________________________________________________________________ AG7955 GEOID HEIGHT- -23.97 (meters) GEOID99 AG7955 DYNAMIC HT - 10.809 (meters) 35.46 (feet) COMP AG7955 MODELED GRAV- 979,110.6 (mgal) NAVD 88 AG7955 AG7955 VERT ORDER - SECOND CLASS II AG7955 AG7955.The horizontal coordinates were scaled from a topographic map and have AG7955.an estimated accuracy of +/- 6 seconds. AG7955 AG7955.The orthometric height was determined by differential leveling AG7955.and adjusted by the National Geodetic Survey in June 1991. AG7955 AG7955.The geoid height was determined by GEOID99. AG7955 AG7955.The dynamic height is computed by dividing the NAVD 88 AG7955.geopotential number by the normal gravity value computed on the AG7955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7955.degrees latitude (g = 980.6199 gals.). AG7955 AG7955.The modeled gravity was interpolated from observed gravity values. AG7955 AG7955; North East Units Estimated Accuracy AG7955;SPC FL W - 286,260. 198,680. MT (+/- 180 meters Scaled) AG7955 AG7955 SUPERSEDED SURVEY CONTROL AG7955 AG7955 NGVD 29 - 11.171 (m) 36.65 (f) ADJUSTED 2 2 AG7955 AG7955.Superseded values are not recommended for survey control. AG7955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7955.See file dsdata.txt to determine how the superseded data were derived. AG7955 AG7955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK993777(NAD 83) AG7955_MARKER: DD = SURVEY DISK AG7955_SETTING: 31 = CONCRETE GUARDRIAL AG7955_STAMPING: BM I75 A16 AG7955_MARK LOGO: FLDT AG7955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7955 AG7955 HISTORY - Date Condition Report By AG7955 HISTORY - 1982 MONUMENTED FLDT AG7955 HISTORY - 20010331 GOOD NGS AG7955 AG7955 STATION DESCRIPTION AG7955 AG7955'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AG7955'2.2 MI SE FROM PUNTA GORDA. AG7955'FROM THE SOUTH END OF THE INTERSTATE ROUTE 75 BRIDGES OVER PEACE RIVER AG7955'AT THE NORTHEAST EDGE OF PUNTA GORDA, GO SOUTHEAST ON INTERSTATE ROUTE AG7955'75 FOR ABOUT 2.25 MILES TO THE AIRPORT ROAD OVERPASS AND THE MARK. IT AG7955'IS SET IN THE TOP EAST END OF THE NORTH CONCRETE GUARDRAIL OF THE AG7955'OVERPASS, 21.0 FEET NORTH OF THE CENTER OF AIRPORT ROAD. AG7955'THE MARK IS 3.0 FT ABOVE ROAD. AG7955 AG7955 STATION RECOVERY (2001) AG7955 AG7955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG7955'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7956 *********************************************************************** AG7956 DESIGNATION - I75 B 16 AG7956 PID - AG7956 AG7956 STATE/COUNTY- FL/CHARLOTTE AG7956 USGS QUAD - PUNTA GORDA (1987) AG7956 AG7956 *CURRENT SURVEY CONTROL AG7956 ___________________________________________________________________ AG7956* NAD 83(1986)- 26 55 03. (N) 082 00 48. (W) SCALED AG7956* NAVD 88 - 10.768 (meters) 35.33 (feet) ADJUSTED AG7956 ___________________________________________________________________ AG7956 GEOID HEIGHT- -23.97 (meters) GEOID99 AG7956 DYNAMIC HT - 10.751 (meters) 35.27 (feet) COMP AG7956 MODELED GRAV- 979,110.6 (mgal) NAVD 88 AG7956 AG7956 VERT ORDER - SECOND CLASS II AG7956 AG7956.The horizontal coordinates were scaled from a topographic map and have AG7956.an estimated accuracy of +/- 6 seconds. AG7956 AG7956.The orthometric height was determined by differential leveling AG7956.and adjusted by the National Geodetic Survey in June 1991. AG7956 AG7956.The geoid height was determined by GEOID99. AG7956 AG7956.The dynamic height is computed by dividing the NAVD 88 AG7956.geopotential number by the normal gravity value computed on the AG7956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7956.degrees latitude (g = 980.6199 gals.). AG7956 AG7956.The modeled gravity was interpolated from observed gravity values. AG7956 AG7956; North East Units Estimated Accuracy AG7956;SPC FL W - 286,260. 198,680. MT (+/- 180 meters Scaled) AG7956 AG7956 SUPERSEDED SURVEY CONTROL AG7956 AG7956 NGVD 29 - 11.113 (m) 36.46 (f) ADJUSTED 2 2 AG7956 AG7956.Superseded values are not recommended for survey control. AG7956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7956.See file dsdata.txt to determine how the superseded data were derived. AG7956 AG7956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK993777(NAD 83) AG7956_MARKER: DD = SURVEY DISK AG7956_SETTING: 31 = CONCRETE GUARDRIAL AG7956_STAMPING: BM I75 B16 AG7956_MARK LOGO: FLDT AG7956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7956 AG7956 HISTORY - Date Condition Report By AG7956 HISTORY - 1982 MONUMENTED FLDT AG7956 HISTORY - 20010331 GOOD NGS AG7956 AG7956 STATION DESCRIPTION AG7956 AG7956'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AG7956'2.2 MI SE FROM PUNTA GORDA. AG7956'FROM THE SOUTH END OF THE INTERSTATE ROUTE 75 BRIDGES OVER PEACE RIVER AG7956'AT THE NORTHEAST EDGE OF PUNTA GORDA, GO SOUTHEAST ON INTERSTATE ROUTE AG7956'75 FOR ABOUT 2.25 MILES TO THE AIRPORT ROAD OVERPASS AND THE MARK. IT AG7956'IS SET IN THE TOP WEST END OF THE SOUTH CONCRETE GUARDRAIL OF THE AG7956'OVERPASS, 21.0 FEET SOUTH OF THE CENTER OF AIRPORT ROAD. AG7956'THE MARK IS 3.0 FT ABOVE ROAD. AG7956 AG7956 STATION RECOVERY (2001) AG7956 AG7956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG7956'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7960 *********************************************************************** AG7960 DESIGNATION - I75 C 16 AG7960 PID - AG7960 AG7960 STATE/COUNTY- FL/CHARLOTTE AG7960 USGS QUAD - PUNTA GORDA (1987) AG7960 AG7960 *CURRENT SURVEY CONTROL AG7960 ___________________________________________________________________ AG7960* NAD 83(1986)- 26 55 35. (N) 082 00 56. (W) SCALED AG7960* NAVD 88 - 10.672 (meters) 35.01 (feet) ADJUSTED AG7960 ___________________________________________________________________ AG7960 GEOID HEIGHT- -23.97 (meters) GEOID99 AG7960 DYNAMIC HT - 10.655 (meters) 34.96 (feet) COMP AG7960 MODELED GRAV- 979,111.4 (mgal) NAVD 88 AG7960 AG7960 VERT ORDER - SECOND CLASS II AG7960 AG7960.The horizontal coordinates were scaled from a topographic map and have AG7960.an estimated accuracy of +/- 6 seconds. AG7960 AG7960.The orthometric height was determined by differential leveling AG7960.and adjusted by the National Geodetic Survey in June 1991. AG7960 AG7960.The geoid height was determined by GEOID99. AG7960 AG7960.The dynamic height is computed by dividing the NAVD 88 AG7960.geopotential number by the normal gravity value computed on the AG7960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7960.degrees latitude (g = 980.6199 gals.). AG7960 AG7960.The modeled gravity was interpolated from observed gravity values. AG7960 AG7960; North East Units Estimated Accuracy AG7960;SPC FL W - 287,250. 198,460. MT (+/- 180 meters Scaled) AG7960 AG7960 SUPERSEDED SURVEY CONTROL AG7960 AG7960 NGVD 29 - 11.017 (m) 36.14 (f) ADJUSTED 2 2 AG7960 AG7960.Superseded values are not recommended for survey control. AG7960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7960.See file dsdata.txt to determine how the superseded data were derived. AG7960 AG7960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK991786(NAD 83) AG7960_MARKER: DD = SURVEY DISK AG7960_SETTING: 31 = CONCRETE GUARDRIAL AG7960_STAMPING: BM I75 C16 AG7960_MARK LOGO: FLDT AG7960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7960 AG7960 HISTORY - Date Condition Report By AG7960 HISTORY - 1982 MONUMENTED FLDT AG7960 HISTORY - 20010331 GOOD NGS AG7960 AG7960 STATION DESCRIPTION AG7960 AG7960'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AG7960'1.6 MI EAST FROM PUNTA GORDA. AG7960'FROM THE SOUTH END OF THE INTERSTATE ROUTE 75 BRIDGES OVER PEACE RIVER AG7960'AT THE NORTHEAST EDGE OF PUNTA GORDA, GO SOUTHEAST ON INTERSTATE ROUTE AG7960'75 FOR ABOUT 1.6 MILES TO THE CARMALITA STREET OVERPASS AND THE MARK. AG7960'IT IS SET IN THE TOP SOUTHEAST END OF THE NORTHEAST CONCRETE GUARDRAIL AG7960'OF THE OVERPASS, 20.0 FEET NORTHEAST OF THE CENTER OF CARMALITA STREET AG7960'THE MARK IS 3.0 FT ABOVE ROAD. AG7960 AG7960 STATION RECOVERY (2001) AG7960 AG7960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG7960'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7961 *********************************************************************** AG7961 DESIGNATION - I75 D 16 AG7961 PID - AG7961 AG7961 STATE/COUNTY- FL/CHARLOTTE AG7961 USGS QUAD - PUNTA GORDA (1987) AG7961 AG7961 *CURRENT SURVEY CONTROL AG7961 ___________________________________________________________________ AG7961* NAD 83(1986)- 26 55 35. (N) 082 00 56. (W) SCALED AG7961* NAVD 88 - 10.693 (meters) 35.08 (feet) ADJUSTED AG7961 ___________________________________________________________________ AG7961 GEOID HEIGHT- -23.97 (meters) GEOID99 AG7961 DYNAMIC HT - 10.676 (meters) 35.03 (feet) COMP AG7961 MODELED GRAV- 979,111.4 (mgal) NAVD 88 AG7961 AG7961 VERT ORDER - SECOND CLASS II AG7961 AG7961.The horizontal coordinates were scaled from a topographic map and have AG7961.an estimated accuracy of +/- 6 seconds. AG7961 AG7961.The orthometric height was determined by differential leveling AG7961.and adjusted by the National Geodetic Survey in June 1991. AG7961 AG7961.The geoid height was determined by GEOID99. AG7961 AG7961.The dynamic height is computed by dividing the NAVD 88 AG7961.geopotential number by the normal gravity value computed on the AG7961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7961.degrees latitude (g = 980.6199 gals.). AG7961 AG7961.The modeled gravity was interpolated from observed gravity values. AG7961 AG7961; North East Units Estimated Accuracy AG7961;SPC FL W - 287,250. 198,460. MT (+/- 180 meters Scaled) AG7961 AG7961 SUPERSEDED SURVEY CONTROL AG7961 AG7961 NGVD 29 - 11.038 (m) 36.21 (f) ADJUSTED 2 2 AG7961 AG7961.Superseded values are not recommended for survey control. AG7961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7961.See file dsdata.txt to determine how the superseded data were derived. AG7961 AG7961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK991786(NAD 83) AG7961_MARKER: DD = SURVEY DISK AG7961_SETTING: 31 = CONCRETE GUARDRIAL AG7961_STAMPING: BM I75 D16 AG7961_MARK LOGO: FLDT AG7961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7961 AG7961 HISTORY - Date Condition Report By AG7961 HISTORY - 1982 MONUMENTED FLDT AG7961 HISTORY - 20010331 GOOD NGS AG7961 AG7961 STATION DESCRIPTION AG7961 AG7961'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AG7961'1.6 MI EAST FROM PUNTA GORDA. AG7961'FROM THE SOUTH END OF THE INTERSTATE ROUTE 75 BRIDGES OVER PEACE RIVER AG7961'AT THE NORTHEAST EDGE OF PUNTA GORDA, GO SOUTHEAST ON INTERSTATE ROUTE AG7961'75 FOR ABOUT 1.6 MILES TO THE CARMALITA STREET OVERPASS AND THE MARK. AG7961'IT IS SET IN THE TOP NORTHWEST END OF THE SOUTHWEST CONCRETE GUARDRAIL AG7961'OF THE OVERPASS, 22.0 FEET SOUTHWEST OF THE CENTER OF CARMALITA STREET AG7961'THE MARK IS 3.0 FT ABOVE ROAD. AG7961 AG7961 STATION RECOVERY (2001) AG7961 AG7961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG7961'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7379 *********************************************************************** AG7379 DESIGNATION - K 255 RESET 1980 AG7379 PID - AG7379 AG7379 STATE/COUNTY- FL/CHARLOTTE AG7379 USGS QUAD - PUNTA GORDA (1987) AG7379 AG7379 *CURRENT SURVEY CONTROL AG7379 ___________________________________________________________________ AG7379* NAD 83(1986)- 26 54 16. (N) 082 02 11. (W) SCALED AG7379* NAVD 88 - 0.75 (meters) 2.5 (feet) RESET AG7379 ___________________________________________________________________ AG7379 GEOID HEIGHT- -23.92 (meters) GEOID99 AG7379 AG7379 VERT ORDER - THIRD AG7379 AG7379.The horizontal coordinates were scaled from a topographic map and have AG7379.an estimated accuracy of +/- 6 seconds. AG7379 AG7379.The orthometric height was computed from unverified reset data. AG7379.No vertical observational check was made to the station. AG7379 AG7379.The geoid height was determined by GEOID99. AG7379 AG7379; North East Units Estimated Accuracy AG7379;SPC FL W - 284,820. 196,390. MT (+/- 180 meters Scaled) AG7379 AG7379 SUPERSEDED SURVEY CONTROL AG7379 AG7379 NGVD 29 - 1.10 (m) 3.6 (f) RESET 3 AG7379 AG7379.Superseded values are not recommended for survey control. AG7379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7379.See file dsdata.txt to determine how the superseded data were derived. AG7379 AG7379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK970762(NAD 83) AG7379_MARKER: DB = BENCH MARK DISK AG7379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7379_STAMPING: K 255 RESET 1980 AG7379_PROJECTION: FLUSH AG7379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7379+STABILITY: SURFACE MOTION AG7379 AG7379 HISTORY - Date Condition Report By AG7379 HISTORY - 1980 MONUMENTED NGS AG7379 HISTORY - 1990 GOOD USPSQD AG7379 HISTORY - 19940717 GOOD USPSQD AG7379 HISTORY - 20020124 MARK NOT FOUND USPSQD AG7379 AG7379 STATION DESCRIPTION AG7379 AG7379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 AG7379'2.15 MI SE FROM PUNTA GORDA. AG7379'2.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION AG7379'WITH U.S. HIGHWAY 17 IN DOWNTOWN PUNTA GORDA, 0.2 MILE SOUTHEAST AG7379'OF THE JUNCTION OF U.S. HIGHWAY 17 AND A NORTH-SOUTH BLACKTOP AG7379'ROAD, 31.0 FEET NORTHWEST OF ENTRANCE ROAD TO THE REDHAMMER AG7379'MOTEL, 78.0 FEET SOUTHWEST OF THE SOUTHBOUND LANE OF HIGHWAY 41, AG7379'2.0 FEET SOUTHEAST OF POWERLINE POLE NO 6, AND 2.0 FEET NORTHEAST AG7379'OF RIGHT-OF-WAY LINE. AG7379'THE MARK IS 1.3 FT SE FROM A WITNESS POST. AG7379 AG7379 STATION RECOVERY (1990) AG7379 AG7379'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI) AG7379'RECOVERED IN GOOD CONDITION. AG7379 AG7379 STATION RECOVERY (1994) AG7379 AG7379'RECOVERY NOTE BY US POWER SQUADRON 1994 AG7379'RECOVERED IN GOOD CONDITION. AG7379 AG7379 STATION RECOVERY (2002) AG7379 AG7379'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB) AG7379'MOTEL AND OTHER IDENTIFYING MARKS ARE GONE 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG1624 *********************************************************************** AG1624 DESIGNATION - PUNTA GORDA RM 1 ASTRO AG1624 PID - AG1624 AG1624 STATE/COUNTY- FL/CHARLOTTE AG1624 USGS QUAD - PUNTA GORDA (1987) AG1624 AG1624 *CURRENT SURVEY CONTROL AG1624 ___________________________________________________________________ AG1624* NAD 83(1986)- 26 56 10. (N) 082 03 07. (W) SCALED AG1624* NAVD 88 - 0.756 (meters) 2.48 (feet) ADJUSTED AG1624 ___________________________________________________________________ AG1624 GEOID HEIGHT- -23.94 (meters) GEOID99 AG1624 DYNAMIC HT - 0.755 (meters) 2.48 (feet) COMP AG1624 MODELED GRAV- 979,113.9 (mgal) NAVD 88 AG1624 AG1624 VERT ORDER - FIRST CLASS I AG1624 AG1624.The horizontal coordinates were scaled from a topographic map and have AG1624.an estimated accuracy of +/- 6 seconds. AG1624 AG1624.The orthometric height was determined by differential leveling AG1624.and adjusted by the National Geodetic Survey in June 1991. AG1624 AG1624.The geoid height was determined by GEOID99. AG1624 AG1624.The dynamic height is computed by dividing the NAVD 88 AG1624.geopotential number by the normal gravity value computed on the AG1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG1624.degrees latitude (g = 980.6199 gals.). AG1624 AG1624.The modeled gravity was interpolated from observed gravity values. AG1624 AG1624; North East Units Estimated Accuracy AG1624;SPC FL W - 288,330. 194,840. MT (+/- 180 meters Scaled) AG1624 AG1624 SUPERSEDED SURVEY CONTROL AG1624 AG1624 NGVD 29 - 1.10 (m) 3.6 (f) COMPUTED 1 1 AG1624 AG1624.Superseded values are not recommended for survey control. AG1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1624.See file dsdata.txt to determine how the superseded data were derived. AG1624 AG1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK955797(NAD 83) AG1624_MARKER: DR = REFERENCE MARK DISK AG1624_SETTING: 30 = SIDEWALK AG1624_STAMPING: PUNTA GORDA ASTRONOMIC RM NO 1 1909 1943 AG1624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG1624 AG1624 HISTORY - Date Condition Report By AG1624 HISTORY - 1943 MONUMENTED CGS AG1624 HISTORY - 1966 GOOD NGS AG1624 HISTORY - 1989 MARK NOT FOUND USPSQD AG1624 HISTORY - 19920804 MARK NOT FOUND USPSQD AG1624 HISTORY - 19950527 MARK NOT FOUND USPSQD AG1624 HISTORY - 20010331 MARK NOT FOUND NGS AG1624 AG1624 STATION DESCRIPTION AG1624 AG1624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG1624'AT PUNTA GORDA. AG1624'AT PUNTA GORDA, ABOUT 0.2 MILE NORTHWEST ALONG TAYLOR STREET AG1624'FROM THE COURTHOUSE, NEAR THE JUNCTION OF TAYLOR STREET AND AG1624'WEST RETTA ESPLANADE, SET IN THE TOP OF A SIDEWALK, 26.2 FEET AG1624'SOUTHEAST OF THE CENTER LINE OF WEST RETTA ESPLANADE, 42.0 FEET AG1624'SOUTHWEST OF THE CENTER LINE OF TAYLOR STREET, 71.3 FEET SOUTHEAST AG1624'OF THE STATION, 1 FOOT SOUTH OF THE EDGE OF SIDEWALK AND LEVEL AG1624'WITH THE TOP OF SIDEWALK. AG1624 AG1624 STATION RECOVERY (1989) AG1624 AG1624'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEI) AG1624'MARK NOT FOUND. AG1624 AG1624 STATION RECOVERY (1992) AG1624 AG1624'RECOVERY NOTE BY US POWER SQUADRON 1992 (CIH) AG1624'MARK NOT FOUND. AG1624 AG1624 STATION RECOVERY (1995) AG1624 AG1624'RECOVERY NOTE BY US POWER SQUADRON 1995 AG1624'MARK NOT FOUND. AG1624 AG1624 STATION RECOVERY (2001) AG1624 AG1624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG1624'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0455 *********************************************************************** AG0455 DESIGNATION - PUNTA GORDA TANK AG0455 PID - AG0455 AG0455 STATE/COUNTY- FL/CHARLOTTE AG0455 USGS QUAD - PUNTA GORDA (1987) AG0455 AG0455 *CURRENT SURVEY CONTROL AG0455 ___________________________________________________________________ AG0455* NAD 83(1990)- 26 56 12.78121(N) 082 01 53.32768(W) ADJUSTED AG0455* NAVD 88 - AG0455 ___________________________________________________________________ AG0455 LAPLACE CORR- -1.26 (seconds) DEFLEC99 AG0455 GEOID HEIGHT- -23.96 (meters) GEOID99 AG0455 AG0455 HORZ ORDER - THIRD AG0455 AG0455.The horizontal coordinates were established by classical geodetic methods AG0455.and adjusted by the National Geodetic Survey in May 1991. AG0455 AG0455 AG0455.The Laplace correction was computed from DEFLEC99 derived deflections. AG0455 AG0455.The geoid height was determined by GEOID99. AG0455 AG0455; North East Units Scale Converg. AG0455;SPC FL W - 288,411.372 196,873.906 MT 0.99994130 -0 00 51.3 AG0455;UTM 17 - 2,979,862.140 397,601.168 MT 0.99972944 -0 28 02.3 AG0455 AG0455 SUPERSEDED SURVEY CONTROL AG0455 AG0455 NAD 83(1986)- 26 56 12.78113(N) 082 01 53.34248(W) AD( ) 4 AG0455 NAD 27 - 26 56 11.56051(N) 082 01 54.02347(W) AD( ) 3 AG0455 AG0455.Superseded values are not recommended for survey control. AG0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0455.See file dsdata.txt to determine how the superseded data were derived. AG0455 AG0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9760179862(NAD 83) AG0455_MARKER: 53 = ELEVATED TANK AG0455_MAGNETIC: N = NO MAGNETIC MATERIAL AG0455 AG0455 HISTORY - Date Condition Report By AG0455 HISTORY - 1981 FIRST OBSERVED NOS AG0455 HISTORY - 1987 GOOD USPSQD AG0455 HISTORY - 1989 GOOD USPSQD AG0455 HISTORY - 19940517 GOOD USPSQD AG0455 HISTORY - 19960315 MARK NOT FOUND USPSQD AG0455 HISTORY - 20010331 MARK NOT FOUND NGS AG0455 AG0455 STATION DESCRIPTION AG0455 AG0455'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH) AG0455'THE STATION, PUNTA GORDA TANK, IS THE CENTER OF THE VENT ON TOP AG0455'OF THE TANK. AG0455' AG0455'THE STATION IS LOCATED ON THE EAST SIDE OF PUNTA GORDA, SOUTH OF AG0455'THE RAILROAD TRACKS. AG0455' AG0455'TO REACH THE STATION FROM THE JUNCTION OF US 17 AND US 41 IN AG0455'PUNTA GORDA, GO EAST ON US 17 1.0 KM (1.3 MILES) TO ITS AG0455'JUNCTION WITH COOPER STREET. TURN RIGHT ON COOPER STREET AND GO AG0455'SOUTH 1.4 KM (0.9 MILES) TO GRANT STREET (A DIRT ROAD) ON THE LEFT AG0455'IMMEDIATELY CROSSING THE RAILROAD TRACKS. TURN LEFT ON AG0455'GRANT STREET AND GO EAST TO THE TANK AG0455'ON THE RIGHT AT 0.8 KM (0.6 MILES). AG0455 AG0455 STATION RECOVERY (1987) AG0455 AG0455'RECOVERY NOTE BY US POWER SQUADRON 1987 (JMH) AG0455'RECOVERED IN GOOD CONDITION. AG0455 AG0455 STATION RECOVERY (1989) AG0455 AG0455'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEI) AG0455'RECOVERED IN GOOD CONDITION. AG0455 AG0455 STATION RECOVERY (1994) AG0455 AG0455'RECOVERY NOTE BY US POWER SQUADRON 1994 AG0455'RECOVERED IN GOOD CONDITION. AG0455 AG0455 STATION RECOVERY (1996) AG0455 AG0455'RECOVERY NOTE BY US POWER SQUADRON 1996 AG0455'MARK NOT FOUND. AG0455 AG0455 STATION RECOVERY (2001) AG0455 AG0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0455'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.