1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG7787 *********************************************************************** AG7787 DESIGNATION - A 01 12 81 AG7787 PID - AG7787 AG7787 STATE/COUNTY- FL/CHARLOTTE AG7787 USGS QUAD - PLACIDA (1987) AG7787 AG7787 *CURRENT SURVEY CONTROL AG7787 ___________________________________________________________________ AG7787* NAD 83(1986)- 26 49 34. (N) 082 16 14. (W) SCALED AG7787* NAVD 88 - 3.148 (meters) 10.33 (feet) ADJUSTED AG7787 ___________________________________________________________________ AG7787 GEOID HEIGHT- -23.69 (meters) GEOID99 AG7787 DYNAMIC HT - 3.144 (meters) 10.31 (feet) COMP AG7787 MODELED GRAV- 979,107.9 (mgal) NAVD 88 AG7787 AG7787 VERT ORDER - SECOND CLASS I AG7787 AG7787.The horizontal coordinates were scaled from a topographic map and have AG7787.an estimated accuracy of +/- 6 seconds. AG7787 AG7787.The orthometric height was determined by differential leveling AG7787.and adjusted by the National Geodetic Survey in June 1991. AG7787 AG7787.The geoid height was determined by GEOID99. AG7787 AG7787.The dynamic height is computed by dividing the NAVD 88 AG7787.geopotential number by the normal gravity value computed on the AG7787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7787.degrees latitude (g = 980.6199 gals.). AG7787 AG7787.The modeled gravity was interpolated from observed gravity values. AG7787 AG7787; North East Units Estimated Accuracy AG7787;SPC FL W - 276,170. 173,110. MT (+/- 180 meters Scaled) AG7787 AG7787 SUPERSEDED SURVEY CONTROL AG7787 AG7787.No superseded survey control is available for this station. AG7787 AG7787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK737678(NAD 83) AG7787_MARKER: DE = TRAVERSE STATION DISK AG7787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7787_STAMPING: A01 12 81 AG7787_MARK LOGO: FLDNR AG7787_PROJECTION: RECESSED 15 CENTIMETERS AG7787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7787+STABILITY: SURFACE MOTION AG7787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG7787+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AG7787 AG7787 HISTORY - Date Condition Report By AG7787 HISTORY - 1981 MONUMENTED FLDT AG7787 HISTORY - 1983 GOOD FLDNR AG7787 HISTORY - 1990 GOOD USPSQD AG7787 HISTORY - 19940610 GOOD USPSQD AG7787 HISTORY - 20010524 GOOD USPSQD AG7787 HISTORY - 20010524 GOOD USPSQD AG7787 HISTORY - 20030310 GOOD USPSQD AG7787 AG7787 STATION DESCRIPTION AG7787 AG7787'DESCRIBED BY FL DEPT OF NAT RES 1983 AG7787'0.6 MI SOUTH FROM PLACIDA. AG7787'BEGIN AT THE TOLL BOOTH FOR THE BOCA GRANDE CAUSEWAY (COUNTY ROAD AG7787'771) TO GASPARILLA ISLAND, GO 0.15 MILE SOUTHERLY ON COUNTY ROAD 771 AG7787'TO THE MARK. THE MARK BEARS 22 FEET EAST-SOUTHEAST OF THE CENTERLINE AG7787'OF THE ROAD, 27 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BRIDGE OVER AG7787'THE INTRACOASTAL WATERWAY, 2.7 FEET EAST-SOUTHEAST OF A CONCRETE POST AG7787'FOR A METAL GUARDRAIL, AND 2.8 FEET SOUTHEAST OF A WITNESS POST. AG7787 AG7787 STATION RECOVERY (1990) AG7787 AG7787'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM) AG7787'RECOVERED IN GOOD CONDITION. AG7787 AG7787 STATION RECOVERY (1994) AG7787 AG7787'RECOVERY NOTE BY US POWER SQUADRON 1994 AG7787'RECOVERED IN GOOD CONDITION. AG7787 AG7787 STATION RECOVERY (2001) AG7787 AG7787'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB) AG7787'RECOVERED IN GOOD CONDITION. AG7787 AG7787 STATION RECOVERY (2001) AG7787 AG7787'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB) AG7787'DGPS LOCATION OF STATION IS N 26 DEGR 49.564 MIN AND W 082 DEGR 16.220 AG7787'MIN. AG7787 AG7787 STATION RECOVERY (2003) AG7787 AG7787'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AG7787'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG7788 *********************************************************************** AG7788 DESIGNATION - A 02 12 81 AG7788 PID - AG7788 AG7788 STATE/COUNTY- FL/CHARLOTTE AG7788 USGS QUAD - PLACIDA (1987) AG7788 AG7788 *CURRENT SURVEY CONTROL AG7788 ___________________________________________________________________ AG7788* NAD 83(1986)- 26 49 02. (N) 082 16 22. (W) SCALED AG7788* NAVD 88 - 3.421 (meters) 11.22 (feet) ADJUSTED AG7788 ___________________________________________________________________ AG7788 GEOID HEIGHT- -23.68 (meters) GEOID99 AG7788 DYNAMIC HT - 3.415 (meters) 11.20 (feet) COMP AG7788 MODELED GRAV- 979,106.6 (mgal) NAVD 88 AG7788 AG7788 VERT ORDER - SECOND CLASS I AG7788 AG7788.The horizontal coordinates were scaled from a topographic map and have AG7788.an estimated accuracy of +/- 6 seconds. AG7788 AG7788.The orthometric height was determined by differential leveling AG7788.and adjusted by the National Geodetic Survey in June 1991. AG7788 AG7788.The geoid height was determined by GEOID99. AG7788 AG7788.The dynamic height is computed by dividing the NAVD 88 AG7788.geopotential number by the normal gravity value computed on the AG7788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7788.degrees latitude (g = 980.6199 gals.). AG7788 AG7788.The modeled gravity was interpolated from observed gravity values. AG7788 AG7788; North East Units Estimated Accuracy AG7788;SPC FL W - 275,180. 172,880. MT (+/- 180 meters Scaled) AG7788 AG7788 SUPERSEDED SURVEY CONTROL AG7788 AG7788.No superseded survey control is available for this station. AG7788 AG7788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK735668(NAD 83) AG7788_MARKER: DE = TRAVERSE STATION DISK AG7788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7788_STAMPING: A02 12 81 AG7788_MARK LOGO: FLDNR AG7788_PROJECTION: RECESSED 15 CENTIMETERS AG7788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7788+STABILITY: SURFACE MOTION AG7788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG7788+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AG7788 AG7788 HISTORY - Date Condition Report By AG7788 HISTORY - 1981 MONUMENTED FLDT AG7788 HISTORY - 1983 GOOD FLDNR AG7788 HISTORY - 1990 GOOD USPSQD AG7788 HISTORY - 19940610 GOOD USPSQD AG7788 HISTORY - 20010524 GOOD USPSQD AG7788 HISTORY - 20010524 GOOD USPSQD AG7788 HISTORY - 20030310 GOOD USPSQD AG7788 AG7788 STATION DESCRIPTION AG7788 AG7788'DESCRIBED BY FL DEPT OF NAT RES 1983 AG7788'1.25 MI SOUTH FROM PLACIDA. AG7788'BEGIN AT THE TOLL BOOTH FOR THE BOCA GRANDE CAUSEWAY (COUNTY ROAD 771) AG7788'TO GASPARILLA ISLAND, GO 0.8 MILE SOUTHERLY ON COUNTY ROAD 771 TO THE AG7788'MARK. THE MARK BEARS 22.5 FEET NORTH-NORTHEAST OF THE NORTHEAST AG7788'CORNER OF THE SECOND BRIDGE ON THE CAUSEWAY, 25 FEET EAST-SOUTHEAST OF AG7788'THE CENTERLINE OF THE ROAD, 9.5 FEET EAST-SOUTHEAST OF A METAL AG7788'GUARDRAIL, AND 9 FEET EAST-SOUTHEAST OF A WITNESS POST. AG7788 AG7788 STATION RECOVERY (1990) AG7788 AG7788'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM) AG7788'RECOVERED IN GOOD CONDITION. AG7788 AG7788 STATION RECOVERY (1994) AG7788 AG7788'RECOVERY NOTE BY US POWER SQUADRON 1994 AG7788'RECOVERED IN GOOD CONDITION. AG7788 AG7788 STATION RECOVERY (2001) AG7788 AG7788'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB) AG7788'RECOVERED IN GOOD CONDITION. AG7788 AG7788 STATION RECOVERY (2001) AG7788 AG7788'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB) AG7788'DGPS LOCATION OF STATION IS N 26 DEGR 49.043 MIN AND W 082 DEGR 16.392 AG7788'MIN. AG7788 AG7788 STATION RECOVERY (2003) AG7788 AG7788'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AG7788'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG7786 *********************************************************************** AG7786 DESIGNATION - CHA 14 AG7786 PID - AG7786 AG7786 STATE/COUNTY- FL/CHARLOTTE AG7786 USGS QUAD - PLACIDA (1987) AG7786 AG7786 *CURRENT SURVEY CONTROL AG7786 ___________________________________________________________________ AG7786* NAD 83(1986)- 26 50 15. (N) 082 16 24. (W) SCALED AG7786* NAVD 88 - 0.972 (meters) 3.19 (feet) ADJUSTED AG7786 ___________________________________________________________________ AG7786 GEOID HEIGHT- -23.69 (meters) GEOID99 AG7786 DYNAMIC HT - 0.970 (meters) 3.18 (feet) COMP AG7786 MODELED GRAV- 979,109.4 (mgal) NAVD 88 AG7786 AG7786 VERT ORDER - SECOND CLASS I AG7786 AG7786.The horizontal coordinates were scaled from a topographic map and have AG7786.an estimated accuracy of +/- 6 seconds. AG7786 AG7786.The orthometric height was determined by differential leveling AG7786.and adjusted by the National Geodetic Survey in June 1991. AG7786 AG7786.The geoid height was determined by GEOID99. AG7786 AG7786.The dynamic height is computed by dividing the NAVD 88 AG7786.geopotential number by the normal gravity value computed on the AG7786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7786.degrees latitude (g = 980.6199 gals.). AG7786 AG7786.The modeled gravity was interpolated from observed gravity values. AG7786 AG7786; North East Units Estimated Accuracy AG7786;SPC FL W - 277,430. 172,830. MT (+/- 180 meters Scaled) AG7786 AG7786 SUPERSEDED SURVEY CONTROL AG7786 AG7786.No superseded survey control is available for this station. AG7786 AG7786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK734690(NAD 83) AG7786_MARKER: DB = BENCH MARK DISK AG7786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7786_STAMPING: CHA 14 1983 BSM AG7786_MARK LOGO: FLDNR AG7786_PROJECTION: FLUSH AG7786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7786+STABILITY: SURFACE MOTION AG7786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG7786+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AG7786 AG7786 HISTORY - Date Condition Report By AG7786 HISTORY - 1983 MONUMENTED FLDNR AG7786 HISTORY - 1990 GOOD USPSQD AG7786 HISTORY - 19940630 GOOD USPSQD AG7786 HISTORY - 20010524 MARK NOT FOUND USPSQD AG7786 HISTORY - 20030310 GOOD USPSQD AG7786 AG7786 STATION DESCRIPTION AG7786 AG7786'DESCRIBED BY FL DEPT OF NAT RES 1983 AG7786'0.3 MI NW FROM PLACIDA. AG7786'BEGIN AT THE JUNCTION OF STATE ROAD 775 AND BOCA GRANDE CAUSEWAY, GO AG7786'0.3 MILE NORTHWEST ON STATE ROAD 775 TO THE MARK. THE MARK BEARS 21.4 AG7786'FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD 775, 31 FEET NORTHWEST AG7786'OF THE EXTENDED CENTERLINE OF CREEK STREET, 42 FEET NORTHWEST OF THE AG7786'CENTERLINE OF A PRIVATE DRIVE, 99 FEET WEST OF AND ACROSS THE HIGHWAY AG7786'FROM A POWER POLE, AND 3.4 FEET NORTHEAST OF A WITNESS POST. AG7786'THE MARK IS 1 FT BELOW CENTERLINE OF HIGHWAY. AG7786 AG7786 STATION RECOVERY (1990) AG7786 AG7786'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI) AG7786'RECOVERED IN GOOD CONDITION. AG7786 AG7786 STATION RECOVERY (1994) AG7786 AG7786'RECOVERY NOTE BY US POWER SQUADRON 1994 AG7786'RECOVERED IN GOOD CONDITION. AG7786 AG7786 STATION RECOVERY (2001) AG7786 AG7786'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB) AG7786'MARK NOT FOUND. AG7786 AG7786 STATION RECOVERY (2003) AG7786 AG7786'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AG7786'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG7775 *********************************************************************** AG7775 DESIGNATION - CHA 20 AG7775 PID - AG7775 AG7775 STATE/COUNTY- FL/CHARLOTTE AG7775 USGS QUAD - EL JOBEAN (1987) AG7775 AG7775 *CURRENT SURVEY CONTROL AG7775 ___________________________________________________________________ AG7775* NAD 83(1986)- 26 54 08. (N) 082 13 59. (W) SCALED AG7775* NAVD 88 - 2.027 (meters) 6.65 (feet) ADJUSTED AG7775 ___________________________________________________________________ AG7775 GEOID HEIGHT- -23.72 (meters) GEOID99 AG7775 DYNAMIC HT - 2.024 (meters) 6.64 (feet) COMP AG7775 MODELED GRAV- 979,118.1 (mgal) NAVD 88 AG7775 AG7775 VERT ORDER - SECOND CLASS I AG7775 AG7775.The horizontal coordinates were scaled from a topographic map and have AG7775.an estimated accuracy of +/- 6 seconds. AG7775 AG7775.The orthometric height was determined by differential leveling AG7775.and adjusted by the National Geodetic Survey in June 1991. AG7775 AG7775.The geoid height was determined by GEOID99. AG7775 AG7775.The dynamic height is computed by dividing the NAVD 88 AG7775.geopotential number by the normal gravity value computed on the AG7775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7775.degrees latitude (g = 980.6199 gals.). AG7775 AG7775.The modeled gravity was interpolated from observed gravity values. AG7775 AG7775; North East Units Estimated Accuracy AG7775;SPC FL W - 284,590. 176,850. MT (+/- 180 meters Scaled) AG7775 AG7775 SUPERSEDED SURVEY CONTROL AG7775 AG7775.No superseded survey control is available for this station. AG7775 AG7775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK775762(NAD 83) AG7775_MARKER: DB = BENCH MARK DISK AG7775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7775_STAMPING: CHA 20 1983 BSM AG7775_MARK LOGO: FLDNR AG7775_PROJECTION: FLUSH AG7775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7775+STABILITY: SURFACE MOTION AG7775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG7775+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AG7775 AG7775 HISTORY - Date Condition Report By AG7775 HISTORY - 1983 MONUMENTED FLDNR AG7775 HISTORY - 1990 MARK NOT FOUND USPSQD AG7775 HISTORY - 19940623 MARK NOT FOUND USPSQD AG7775 HISTORY - 20001203 MARK NOT FOUND USPSQD AG7775 HISTORY - 20030310 GOOD USPSQD AG7775 AG7775 STATION DESCRIPTION AG7775 AG7775'DESCRIBED BY FL DEPT OF NAT RES 1983 AG7775'4.5 MI SW FROM EL JOBEAN. AG7775'BEGIN AT THE SOUTH END OF THE STATE ROAD 776 BRIDGE OVER THE MYAKKA AG7775'RIVER, GO 1.8 MILES SOUTHWEST ON STATE ROAD 776 TO THE JUNCTION OF AG7775'COUNTY ROAD 771, GO 2.4 MILES SOUTHWEST ON COUNTY ROAD 771 TO THE AG7775'MARK. THE MARK BEARS 40.2 FEET EAST-SOUTHEAST OF THE CENTERLINE OF AG7775'THE HIGHWAY, 10.2 FEET SOUTH OF THE EXTENDED CENTERLINE OF A DIRT AG7775'ROAD, 74.5 FEET SOUTH-SOUTHWEST OF A POWER POLE, AND 2.1 FEET AG7775'WEST-NORTHWEST OF A WITNESS POST. AG7775'THE MARK IS 2 FT BELOW CENTERLINE OF HIGHWAY. AG7775 AG7775 STATION RECOVERY (1990) AG7775 AG7775'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM) AG7775'MARK NOT FOUND. AG7775 AG7775 STATION RECOVERY (1994) AG7775 AG7775'RECOVERY NOTE BY US POWER SQUADRON 1994 AG7775'MARK NOT FOUND. AG7775 AG7775 STATION RECOVERY (2000) AG7775 AG7775'RECOVERY NOTE BY US POWER SQUADRON 2000 (MWD) AG7775'NAME/CHA 20-NEW DEVELOPEMENT, WIDENED AND CHANGED SHOULDERS. AG7775 AG7775 STATION RECOVERY (2003) AG7775 AG7775'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AG7775'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 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 = MAY 1, 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 = MAY 1, 2003 AG7985 *********************************************************************** AG7985 DESIGNATION - I75 M 16 AG7985 PID - AG7985 AG7985 STATE/COUNTY- FL/CHARLOTTE AG7985 USGS QUAD - PUNTA GORDA (1987) AG7985 AG7985 *CURRENT SURVEY CONTROL AG7985 ___________________________________________________________________ AG7985* NAD 83(1986)- 26 58 46. (N) 082 01 25. (W) SCALED AG7985* NAVD 88 - 10.116 (meters) 33.19 (feet) ADJUSTED AG7985 ___________________________________________________________________ AG7985 GEOID HEIGHT- -24.02 (meters) GEOID99 AG7985 DYNAMIC HT - 10.101 (meters) 33.14 (feet) COMP AG7985 MODELED GRAV- 979,115.7 (mgal) NAVD 88 AG7985 AG7985 VERT ORDER - SECOND CLASS II AG7985 AG7985.The horizontal coordinates were scaled from a topographic map and have AG7985.an estimated accuracy of +/- 6 seconds. AG7985 AG7985.The orthometric height was determined by differential leveling AG7985.and adjusted by the National Geodetic Survey in June 1991. AG7985 AG7985.The geoid height was determined by GEOID99. AG7985 AG7985.The dynamic height is computed by dividing the NAVD 88 AG7985.geopotential number by the normal gravity value computed on the AG7985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7985.degrees latitude (g = 980.6199 gals.). AG7985 AG7985.The modeled gravity was interpolated from observed gravity values. AG7985 AG7985; North East Units Estimated Accuracy AG7985;SPC FL W - 293,130. 197,660. MT (+/- 180 meters Scaled) AG7985 AG7985 SUPERSEDED SURVEY CONTROL AG7985 AG7985 NGVD 29 - 10.462 (m) 34.32 (f) ADJUSTED 2 2 AG7985 AG7985.Superseded values are not recommended for survey control. AG7985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7985.See file dsdata.txt to determine how the superseded data were derived. AG7985 AG7985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK984845(NAD 83) AG7985_MARKER: DD = SURVEY DISK AG7985_SETTING: 31 = CONCRETE GUARDRIAL AG7985_STAMPING: BM I75 M16 AG7985_MARK LOGO: FLDT AG7985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG7985+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AG7985 AG7985 HISTORY - Date Condition Report By AG7985 HISTORY - 1982 MONUMENTED FLDT AG7985 HISTORY - 19920805 GOOD USPSQD AG7985 HISTORY - 20030310 GOOD USPSQD AG7985 AG7985 STATION DESCRIPTION AG7985 AG7985'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AG7985'3.6 MI NE FROM PUNTA GORDA. AG7985'FROM THE NORTH END OF THE INTERSTATE ROUTE 75 BRIDGES OVER PEACE RIVER AG7985'ABOUT 3.0 MILES NORTHEAST OF PUNTA GORDA, GO NORTHEAST ON INTERSTATE AG7985'ROUTE 75 FOR ABOUT 0.6 MILE TO THE STATE ROAD 776 (HARBOR VIEW ROAD) AG7985'INTERCHANGE AND THE MARK. IT IS SET IN THE TOP SOUTHEAST END OF THE AG7985'NORTHEAST CONCRETE GUARDRAIL OF THE NORTHBOUND BRIDGE, 24.0 FEET AG7985'NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES. AG7985'THE MARK IS 3.0 FT ABOVE ROAD. AG7985 AG7985 STATION RECOVERY (1992) AG7985 AG7985'RECOVERY NOTE BY US POWER SQUADRON 1992 (CIH) AG7985'RECOVERED IN GOOD CONDITION. AG7985 AG7985 STATION RECOVERY (2003) AG7985 AG7985'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AG7985'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG7939 *********************************************************************** AG7939 DESIGNATION - I75 P 15 AG7939 PID - AG7939 AG7939 STATE/COUNTY- FL/CHARLOTTE AG7939 USGS QUAD - PUNTA GORDA (1987) AG7939 AG7939 *CURRENT SURVEY CONTROL AG7939 ___________________________________________________________________ AG7939* NAD 83(1986)- 26 53 16. (N) 082 01 13. (W) SCALED AG7939* NAVD 88 - 4.319 (meters) 14.17 (feet) ADJUSTED AG7939 ___________________________________________________________________ AG7939 GEOID HEIGHT- -23.93 (meters) GEOID99 AG7939 DYNAMIC HT - 4.312 (meters) 14.15 (feet) COMP AG7939 MODELED GRAV- 979,108.7 (mgal) NAVD 88 AG7939 AG7939 VERT ORDER - SECOND CLASS II AG7939 AG7939.The horizontal coordinates were scaled from a topographic map and have AG7939.an estimated accuracy of +/- 6 seconds. AG7939 AG7939.The orthometric height was determined by differential leveling AG7939.and adjusted by the National Geodetic Survey in June 1991. AG7939 AG7939.The geoid height was determined by GEOID99. AG7939 AG7939.The dynamic height is computed by dividing the NAVD 88 AG7939.geopotential number by the normal gravity value computed on the AG7939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7939.degrees latitude (g = 980.6199 gals.). AG7939 AG7939.The modeled gravity was interpolated from observed gravity values. AG7939 AG7939; North East Units Estimated Accuracy AG7939;SPC FL W - 282,970. 197,990. MT (+/- 180 meters Scaled) AG7939 AG7939 SUPERSEDED SURVEY CONTROL AG7939 AG7939 NGVD 29 - 4.667 (m) 15.31 (f) ADJUSTED 2 2 AG7939 AG7939.Superseded values are not recommended for survey control. AG7939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7939.See file dsdata.txt to determine how the superseded data were derived. AG7939 AG7939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK986744(NAD 83) AG7939_MARKER: DD = SURVEY DISK AG7939_SETTING: 31 = CONCRETE GUARDRIAL AG7939_STAMPING: BM I75 P15 AG7939_MARK LOGO: FLDT AG7939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG7939+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2003 AG7939 AG7939 HISTORY - Date Condition Report By AG7939 HISTORY - 1982 MONUMENTED FLDT AG7939 HISTORY - 1990 GOOD USPSQD AG7939 HISTORY - 20030309 GOOD USPSQD AG7939 AG7939 STATION DESCRIPTION AG7939 AG7939'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AG7939'3.6 MI SE FROM PUNTA GORDA. AG7939'FROM THE INTERSECTION OF U.S. ROUTE 41 AND U.S. ROUTE 17, AT PUNTA AG7939'GORDA, GO SOUTHEAST ON U.S. ROUTE 41 FOR ABOUT 3.6 MILES TO THE AG7939'BRIDGES OVER ALLIGATOR CREEK AND THE MARK. IT IS SET IN THE TOP AG7939'NORTHEAST CONCRETE GUARDRAIL OF THE NORTHBOUND BRIDGE, 22.6 FEET AG7939'NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES AND 2.3 FEET NORTHWEST AG7939'OF THE SOUTHEAST END OF THE CONCRETE GUARDRAIL. AG7939'THE MARK IS 3.0 FT ABOVE ROAD. AG7939 AG7939 STATION RECOVERY (1990) AG7939 AG7939'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI) AG7939'RECOVERED IN GOOD CONDITION. AG7939 AG7939 STATION RECOVERY (2003) AG7939 AG7939'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AG7939'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG7940 *********************************************************************** AG7940 DESIGNATION - I75 Q 15 AG7940 PID - AG7940 AG7940 STATE/COUNTY- FL/CHARLOTTE AG7940 USGS QUAD - PUNTA GORDA (1987) AG7940 AG7940 *CURRENT SURVEY CONTROL AG7940 ___________________________________________________________________ AG7940* NAD 83(1986)- 26 53 16. (N) 082 01 13. (W) SCALED AG7940* NAVD 88 - 4.288 (meters) 14.07 (feet) ADJUSTED AG7940 ___________________________________________________________________ AG7940 GEOID HEIGHT- -23.93 (meters) GEOID99 AG7940 DYNAMIC HT - 4.281 (meters) 14.05 (feet) COMP AG7940 MODELED GRAV- 979,108.7 (mgal) NAVD 88 AG7940 AG7940 VERT ORDER - SECOND CLASS II AG7940 AG7940.The horizontal coordinates were scaled from a topographic map and have AG7940.an estimated accuracy of +/- 6 seconds. AG7940 AG7940.The orthometric height was determined by differential leveling AG7940.and adjusted by the National Geodetic Survey in June 1991. AG7940 AG7940.The geoid height was determined by GEOID99. AG7940 AG7940.The dynamic height is computed by dividing the NAVD 88 AG7940.geopotential number by the normal gravity value computed on the AG7940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7940.degrees latitude (g = 980.6199 gals.). AG7940 AG7940.The modeled gravity was interpolated from observed gravity values. AG7940 AG7940; North East Units Estimated Accuracy AG7940;SPC FL W - 282,970. 197,990. MT (+/- 180 meters Scaled) AG7940 AG7940 SUPERSEDED SURVEY CONTROL AG7940 AG7940 NGVD 29 - 4.636 (m) 15.21 (f) ADJUSTED 2 2 AG7940 AG7940.Superseded values are not recommended for survey control. AG7940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7940.See file dsdata.txt to determine how the superseded data were derived. AG7940 AG7940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK986744(NAD 83) AG7940_MARKER: DD = SURVEY DISK AG7940_SETTING: 31 = CONCRETE GUARDRIAL AG7940_STAMPING: BM I75 Q15 AG7940_MARK LOGO: FLDT AG7940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG7940+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2003 AG7940 AG7940 HISTORY - Date Condition Report By AG7940 HISTORY - 1982 MONUMENTED FLDT AG7940 HISTORY - 1990 GOOD USPSQD AG7940 HISTORY - 20030309 GOOD USPSQD AG7940 AG7940 STATION DESCRIPTION AG7940 AG7940'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AG7940'3.6 MI SE FROM PUNTA GORDA. AG7940'FROM THE INTERSECTION OF U.S. ROUTE 41 AND U.S. ROUTE 17, AT PUNTA AG7940'GORDA, GO SOUTHEAST ON U.S. ROUTE 41 FOR ABOUT 3.6 MILES TO THE AG7940'BRIDGES OVER ALLIGATOR CREEK AND THE MARK. IT IS SET IN THE TOP AG7940'SOUTHWEST CONCRETE GUARDRAIL OF THE SOUTHBOUND BRIDGE, 23.5 FEET AG7940'SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES AND 1.8 FEET NORTHWEST AG7940'OF THE SOUTHEAST END OF THE CONCRETE GUARDRAIL. AG7940'THE MARK IS 3.0 FT ABOVE ROAD. AG7940 AG7940 STATION RECOVERY (1990) AG7940 AG7940'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI) AG7940'RECOVERED IN GOOD CONDITION. AG7940 AG7940 STATION RECOVERY (2003) AG7940 AG7940'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AG7940'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG7941 *********************************************************************** AG7941 DESIGNATION - I75 R 15 AG7941 PID - AG7941 AG7941 STATE/COUNTY- FL/CHARLOTTE AG7941 USGS QUAD - PUNTA GORDA (1987) AG7941 AG7941 *CURRENT SURVEY CONTROL AG7941 ___________________________________________________________________ AG7941* NAD 83(1986)- 26 53 16. (N) 082 01 13. (W) SCALED AG7941* NAVD 88 - 4.432 (meters) 14.54 (feet) ADJUSTED AG7941 ___________________________________________________________________ AG7941 GEOID HEIGHT- -23.93 (meters) GEOID99 AG7941 DYNAMIC HT - 4.425 (meters) 14.52 (feet) COMP AG7941 MODELED GRAV- 979,108.7 (mgal) NAVD 88 AG7941 AG7941 VERT ORDER - SECOND CLASS II AG7941 AG7941.The horizontal coordinates were scaled from a topographic map and have AG7941.an estimated accuracy of +/- 6 seconds. AG7941 AG7941.The orthometric height was determined by differential leveling AG7941.and adjusted by the National Geodetic Survey in June 1991. AG7941 AG7941.The geoid height was determined by GEOID99. AG7941 AG7941.The dynamic height is computed by dividing the NAVD 88 AG7941.geopotential number by the normal gravity value computed on the AG7941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7941.degrees latitude (g = 980.6199 gals.). AG7941 AG7941.The modeled gravity was interpolated from observed gravity values. AG7941 AG7941; North East Units Estimated Accuracy AG7941;SPC FL W - 282,970. 197,990. MT (+/- 180 meters Scaled) AG7941 AG7941 SUPERSEDED SURVEY CONTROL AG7941 AG7941 NGVD 29 - 4.780 (m) 15.68 (f) ADJUSTED 2 2 AG7941 AG7941.Superseded values are not recommended for survey control. AG7941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7941.See file dsdata.txt to determine how the superseded data were derived. AG7941 AG7941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK986744(NAD 83) AG7941_MARKER: DD = SURVEY DISK AG7941_SETTING: 31 = CONCRETE GUARDRIAL AG7941_STAMPING: BM I75 R15 AG7941_MARK LOGO: FLDT AG7941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG7941+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2003 AG7941 AG7941 HISTORY - Date Condition Report By AG7941 HISTORY - 1982 MONUMENTED FLDT AG7941 HISTORY - 1990 GOOD USPSQD AG7941 HISTORY - 20030309 GOOD USPSQD AG7941 AG7941 STATION DESCRIPTION AG7941 AG7941'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AG7941'3.6 MI SE FROM PUNTA GORDA. AG7941'FROM THE INTERSECTION OF U.S. ROUTE 41 AND U.S. ROUTE 17 AT PUNTA AG7941'GORDA, GO SOUTHEAST ON U.S. ROUTE 41 FOR ABOUT 3.6 MILES TO THE AG7941'BRIDGES OVER ALLIGATOR CREEK AND THE MARK. IT IS SET IN THE TOP AG7941'NORTHEAST CONCRETE GUARDRAIL OF THE SOUTHBOUND BRIDGE, 20.0 FEET AG7941'NORTHEAST OF THE CENTER OF THE SOUTHBOUND LANES AND 1.8 FEET SOUTHEAST AG7941'OF THE NORTHWEST END OF THE CONCRETE GUARDRAIL. AG7941'THE MARK IS 3.0 FT ABOVE ROAD. AG7941 AG7941 STATION RECOVERY (1990) AG7941 AG7941'RECOVERY NOTE BY US POWER SQUADRON 1990 (AER) AG7941'RECOVERED IN GOOD CONDITION. AG7941 AG7941 STATION RECOVERY (2003) AG7941 AG7941'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AG7941'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG7942 *********************************************************************** AG7942 DESIGNATION - I75 S 15 AG7942 PID - AG7942 AG7942 STATE/COUNTY- FL/CHARLOTTE AG7942 USGS QUAD - PUNTA GORDA (1987) AG7942 AG7942 *CURRENT SURVEY CONTROL AG7942 ___________________________________________________________________ AG7942* NAD 83(1986)- 26 53 16. (N) 082 01 13. (W) SCALED AG7942* NAVD 88 - 4.339 (meters) 14.24 (feet) ADJUSTED AG7942 ___________________________________________________________________ AG7942 GEOID HEIGHT- -23.93 (meters) GEOID99 AG7942 DYNAMIC HT - 4.332 (meters) 14.21 (feet) COMP AG7942 MODELED GRAV- 979,108.7 (mgal) NAVD 88 AG7942 AG7942 VERT ORDER - SECOND CLASS II AG7942 AG7942.The horizontal coordinates were scaled from a topographic map and have AG7942.an estimated accuracy of +/- 6 seconds. AG7942 AG7942.The orthometric height was determined by differential leveling AG7942.and adjusted by the National Geodetic Survey in June 1991. AG7942 AG7942.The geoid height was determined by GEOID99. AG7942 AG7942.The dynamic height is computed by dividing the NAVD 88 AG7942.geopotential number by the normal gravity value computed on the AG7942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7942.degrees latitude (g = 980.6199 gals.). AG7942 AG7942.The modeled gravity was interpolated from observed gravity values. AG7942 AG7942; North East Units Estimated Accuracy AG7942;SPC FL W - 282,970. 197,990. MT (+/- 180 meters Scaled) AG7942 AG7942 SUPERSEDED SURVEY CONTROL AG7942 AG7942 NGVD 29 - 4.687 (m) 15.38 (f) ADJUSTED 2 2 AG7942 AG7942.Superseded values are not recommended for survey control. AG7942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7942.See file dsdata.txt to determine how the superseded data were derived. AG7942 AG7942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK986744(NAD 83) AG7942_MARKER: DD = SURVEY DISK AG7942_SETTING: 31 = CONCRETE GUARDRIAL AG7942_STAMPING: BM I75 S15 AG7942_MARK LOGO: FLDT AG7942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7942 AG7942 HISTORY - Date Condition Report By AG7942 HISTORY - 1982 MONUMENTED FLDT AG7942 HISTORY - 1990 GOOD USPSQD AG7942 HISTORY - 20030309 MARK NOT FOUND USPSQD AG7942 AG7942 STATION DESCRIPTION AG7942 AG7942'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AG7942'3.6 MI SE FROM PUNTA GORDA. AG7942'FROM THE INTERSECTION OF U.S. ROUTE 41 AND U.S. ROUTE 17, AT PUNTA AG7942'GORDA, GO SOUTHEAST ON U.S. ROUTE 41 FOR ABOUT 3.6 MILES TO THE AG7942'BRIDGES OVER ALLIGATOR CREEK AND THE MARK. IT IS SET IN THE TOP AG7942'SOUTHWEST CONCRETE GUARDRAIL OF THE NORTHBOUND BRIDGE, 18.5 FEET AG7942'SOUTHWEST OF THE CENTER OF THE NORTHBOUND LANES AND 2.3 FEET SOUTHEAST AG7942'OF THE NORTHWEST END OF THE CONCRETE GUARDRAIL. AG7942'THE MARK IS 3.0 FT ABOVE ROAD. AG7942 AG7942 STATION RECOVERY (1990) AG7942 AG7942'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI) AG7942'RECOVERED IN GOOD CONDITION. AG7942 AG7942 STATION RECOVERY (2003) AG7942 AG7942'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AG7942'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG8006 *********************************************************************** AG8006 DESIGNATION - I75 W 16 AG8006 PID - AG8006 AG8006 STATE/COUNTY- FL/CHARLOTTE AG8006 USGS QUAD - MURDOCK SE (1987) AG8006 AG8006 *CURRENT SURVEY CONTROL AG8006 ___________________________________________________________________ AG8006* NAD 83(1986)- 27 01 12. (N) 082 02 53. (W) SCALED AG8006* NAVD 88 - 16.072 (meters) 52.73 (feet) ADJUSTED AG8006 ___________________________________________________________________ AG8006 GEOID HEIGHT- -24.04 (meters) GEOID99 AG8006 DYNAMIC HT - 16.047 (meters) 52.65 (feet) COMP AG8006 MODELED GRAV- 979,116.5 (mgal) NAVD 88 AG8006 AG8006 VERT ORDER - SECOND CLASS II AG8006 AG8006.The horizontal coordinates were scaled from a topographic map and have AG8006.an estimated accuracy of +/- 6 seconds. AG8006 AG8006.The orthometric height was determined by differential leveling AG8006.and adjusted by the National Geodetic Survey in June 1991. AG8006 AG8006.The geoid height was determined by GEOID99. AG8006 AG8006.The dynamic height is computed by dividing the NAVD 88 AG8006.geopotential number by the normal gravity value computed on the AG8006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8006.degrees latitude (g = 980.6199 gals.). AG8006 AG8006.The modeled gravity was interpolated from observed gravity values. AG8006 AG8006; North East Units Estimated Accuracy AG8006;SPC FL W - 297,620. 195,230. MT (+/- 180 meters Scaled) AG8006 AG8006 SUPERSEDED SURVEY CONTROL AG8006 AG8006 NGVD 29 - 16.417 (m) 53.86 (f) ADJUSTED 2 2 AG8006 AG8006.Superseded values are not recommended for survey control. AG8006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8006.See file dsdata.txt to determine how the superseded data were derived. AG8006 AG8006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK960890(NAD 83) AG8006_MARKER: DD = SURVEY DISK AG8006_SETTING: 31 = CONCRETE GUARDRIAL AG8006_STAMPING: BM I75 W16 AG8006_MARK LOGO: FLDT AG8006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG8006 AG8006 HISTORY - Date Condition Report By AG8006 HISTORY - 1982 MONUMENTED FLDT AG8006 HISTORY - 20030310 MARK NOT FOUND USPSQD AG8006 AG8006 STATION DESCRIPTION AG8006 AG8006'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AG8006'6.7 MI NORTH FROM PUNTA GORDA. AG8006'FROM THE NORTH END OF THE INTERSTATE ROUTE 75 BRIDGES OVER PEACE RIVER AG8006'ABOUT 3.0 MILES NORTHEAST OF PUNTA GORDA, GO NORTHWEST ON INTERSTATE AG8006'ROUTE 75 FOR ABOUT 3.7 MILES TO THE KINGS HIGHWAY INTERCHANGE AND THE AG8006'MARK. IT IS SET IN THE TOP SOUTHEAST END OF THE NORTHEAST CONCRETE AG8006'GUARDRAIL OF THE NORTHBOUND OVERPASS, 23.3 FEET NORTHEAST OF THE AG8006'CENTER OF THE NORTHBOUND LANES. AG8006'THE MARK IS 3.0 FT ABOVE ROAD. AG8006 AG8006 STATION RECOVERY (2003) AG8006 AG8006'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AG8006'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG8011 *********************************************************************** AG8011 DESIGNATION - I75 Y 16 AG8011 PID - AG8011 AG8011 STATE/COUNTY- FL/CHARLOTTE AG8011 USGS QUAD - MURDOCK SE (1987) AG8011 AG8011 *CURRENT SURVEY CONTROL AG8011 ___________________________________________________________________ AG8011* NAD 83(1986)- 27 01 12. (N) 082 02 53. (W) SCALED AG8011* NAVD 88 - 16.239 (meters) 53.28 (feet) ADJUSTED AG8011 ___________________________________________________________________ AG8011 GEOID HEIGHT- -24.04 (meters) GEOID99 AG8011 DYNAMIC HT - 16.214 (meters) 53.20 (feet) COMP AG8011 MODELED GRAV- 979,116.5 (mgal) NAVD 88 AG8011 AG8011 VERT ORDER - SECOND CLASS II AG8011 AG8011.The horizontal coordinates were scaled from a topographic map and have AG8011.an estimated accuracy of +/- 6 seconds. AG8011 AG8011.The orthometric height was determined by differential leveling AG8011.and adjusted by the National Geodetic Survey in June 1991. AG8011 AG8011.The geoid height was determined by GEOID99. AG8011 AG8011.The dynamic height is computed by dividing the NAVD 88 AG8011.geopotential number by the normal gravity value computed on the AG8011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8011.degrees latitude (g = 980.6199 gals.). AG8011 AG8011.The modeled gravity was interpolated from observed gravity values. AG8011 AG8011; North East Units Estimated Accuracy AG8011;SPC FL W - 297,620. 195,230. MT (+/- 180 meters Scaled) AG8011 AG8011 SUPERSEDED SURVEY CONTROL AG8011 AG8011 NGVD 29 - 16.584 (m) 54.41 (f) ADJUSTED 2 2 AG8011 AG8011.Superseded values are not recommended for survey control. AG8011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8011.See file dsdata.txt to determine how the superseded data were derived. AG8011 AG8011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK960890(NAD 83) AG8011_MARKER: DD = SURVEY DISK AG8011_SETTING: 31 = CONCRETE GUARDRIAL AG8011_STAMPING: BM I75 Y16 AG8011_MARK LOGO: FLDT AG8011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG8011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8011+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AG8011 AG8011 HISTORY - Date Condition Report By AG8011 HISTORY - 1982 MONUMENTED FLDT AG8011 HISTORY - 20030310 GOOD USPSQD AG8011 AG8011 STATION DESCRIPTION AG8011 AG8011'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AG8011'6.7 MI NORTH FROM PUNTA GORDA. AG8011'FROM THE NORTH END OF THE INTERSTATE ROUTE 75 BRIDGES OVER PEACE RIVER AG8011'ABOUT 3.0 MILES NORTHEAST OF PUNTA GORDA, GO NORTHWEST ON INTERSTATE AG8011'ROUTE 75 FOR ABOUT 3.7 MILES TO THE KINGS HIGHWAY INTERCHANGE AND THE AG8011'MARK. IT IS SET IN THE TOP NORTHWEST END OF THE SOUTHWEST CONCRETE AG8011'GUARDRAIL OF THE NORTHBOUND OVERPASS, 20.0 FEET SOUTHWEST OF THE AG8011'CENTER OF THE SOUTHBOUND LANES. AG8011'THE MARK IS 3.0 FT ABOVE ROAD. AG8011 AG8011 STATION RECOVERY (2003) AG8011 AG8011'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AG8011'RECOVERED IN GOOD CONDITION.