1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AD6356 *********************************************************************** AD6356 DESIGNATION - I75 82 A05 AD6356 PID - AD6356 AD6356 STATE/COUNTY- FL/CHARLOTTE AD6356 USGS QUAD - GILCHRIST (1987) AD6356 AD6356 *CURRENT SURVEY CONTROL AD6356 ___________________________________________________________________ AD6356* NAD 83(1990)- 26 48 55.12770(N) 081 56 11.67222(W) ADJUSTED AD6356* NAVD 88 - 8.130 (meters) 26.67 (feet) ADJUSTED AD6356 ___________________________________________________________________ AD6356 LAPLACE CORR- -1.79 (seconds) DEFLEC99 AD6356 GEOID HEIGHT- -24.00 (meters) GEOID99 AD6356 DYNAMIC HT - 8.117 (meters) 26.63 (feet) COMP AD6356 MODELED GRAV- 979,096.5 (mgal) NAVD 88 AD6356 AD6356 HORZ ORDER - SECOND AD6356 VERT ORDER - SECOND CLASS II AD6356 AD6356.The horizontal coordinates were established by classical geodetic methods AD6356.and adjusted by the National Geodetic Survey in May 1991. AD6356 AD6356.The orthometric height was determined by differential leveling AD6356.and adjusted by the National Geodetic Survey in June 1991. AD6356 AD6356.The Laplace correction was computed from DEFLEC99 derived deflections. AD6356 AD6356.The geoid height was determined by GEOID99. AD6356 AD6356.The dynamic height is computed by dividing the NAVD 88 AD6356.geopotential number by the normal gravity value computed on the AD6356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD6356.degrees latitude (g = 980.6199 gals.). AD6356 AD6356.The modeled gravity was interpolated from observed gravity values. AD6356 AD6356; North East Units Scale Converg. AD6356;SPC FL W - 274,943.155 206,305.062 MT 0.99994167 +0 01 43.0 AD6356;UTM 17 - 2,966,322.951 406,923.677 MT 0.99970695 -0 25 21.1 AD6356 AD6356|---------------------------------------------------------------------| AD6356| PID Reference Object Distance Geod. Az | AD6356| dddmmss.s | AD6356| AD6355 I75 82 A05 RM 2 9.161 METERS 07813 | AD6356| AD6357 I75 82 A05 RM 1 12.525 METERS 35132 | AD6356|---------------------------------------------------------------------| AD6356 AD6356 SUPERSEDED SURVEY CONTROL AD6356 AD6356 NAD 83(1986)- 26 48 55.12736(N) 081 56 11.68670(W) AD( ) 2 AD6356 NGVD 29 (09/01/92) 8.479 (m) 27.82 (f) ADJUSTED 2 2 AD6356 AD6356.Superseded values are not recommended for survey control. AD6356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6356.See file dsdata.txt to determine how the superseded data were derived. AD6356 AD6356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0692466323(NAD 83) AD6356_MARKER: DD = SURVEY DISK AD6356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6356_STAMPING: I75 82 A05 AD6356_MARK LOGO: FLDT AD6356_PROJECTION: RECESSED 10 CENTIMETERS AD6356_MAGNETIC: N = NO MAGNETIC MATERIAL AD6356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD6356+STABILITY: SURFACE MOTION AD6356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD6356+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2001 AD6356 AD6356 HISTORY - Date Condition Report By AD6356 HISTORY - 1982 MONUMENTED FLDT AD6356 HISTORY - 1982 GOOD FLDT AD6356 HISTORY - 20011006 GOOD USPSQD AD6356 HISTORY - 20011113 GOOD JCLS AD6356 AD6356 STATION DESCRIPTION AD6356 AD6356'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 (CBM) AD6356'STATION IS LOCATED ABOUT 4-1/2 MILES NORTHWEST OF INTERSECTION OF AD6356'INTERSTATE ROUTE 75 WITH LEE-CHARLOTTE COUNTY LINE AND ABOUT 11 MILES AD6356'SOUTHEAST OF PUNTA GORDA ON INTERSTATE ROUTE 75 RIGHT-OF-WAY. AD6356' AD6356'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND LEE- AD6356'CHARLOTTE COUNTY LINE, GO NORTHWEST ON INTERSTATE ROUTE 75 FOR 4.95 AD6356'MILES AND STATION ON THE NORTHEAST SHOULDER NORTHBOUND LANE AT A TWIN AD6356'CONCRETE PIPE CROSS DRAIN AND ABOUT 0.45 MILE NORTHWEST OF OIL WELL AD6356'ROAD OVERPASS. AD6356' AD6356'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS AD6356'DISK, STAMPED---I75 82 A05---, SET IN THE TOP OF A ROUND CONCRETE AD6356'MONUMENT THAT IS 4 INCHES BELOW THE GROUND. IT IS 27.2 FEET SOUTHWEST AD6356'OF A METAL WITNESS POST, 28.0 FEET NORTHEAST OF THE CENTER OF AD6356'INTERSTATE ROUTE 75 NORTHBOUND LANE AND 25.8 FEET WEST-SOUTHWEST OF AD6356'THE NORTHWEST END OF A CONCRETE HEADWALL. AD6356' AD6356'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF AD6356'TRANSPORTATION BRASS DISK, STAMPED---I75 82 A05 RM NO 1---, SET IN THE AD6356'TOP OF A ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND. AD6356'IT IS 4.7 FEET SOUTHWEST OF A METAL WITNESS POST, 53.4 FEET NORTHEAST AD6356'OF THE CENTER OF INTERSTATE ROUTE 75 NORTHBOUND LANE AND 40.0 FEET AD6356'NORTHWEST OF THE NORTHWEST END OF A CONCRETE HEADWALL. AD6356' AD6356'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF AD6356'TRANSPORTATION BRASS DISK, STAMPED---I75 82 A05 RM NO 2---, SET IN THE AD6356'TOP OF A CONCRETE HEADWALL. IT IS 10.3 FEET NORTHWEST OF A METAL AD6356'WITNESS POST, 52.6 FEET NORTHEAST OF THE CENTER OF INTERSTATE ROUTE 75 AD6356'NORTHBOUND LANE AND 10.2 FEET NORTHWEST OF THE SOUTHEAST END OF A AD6356'CONCRETE HEADWALL. AD6356 AD6356 STATION RECOVERY (1982) AD6356 AD6356'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AD6356'10.8 MI SE FROM PUNTA GORDA. AD6356'FROM THE SOUTH END OF THE INTERSTATE ROUTE 75 BRIDGES OVER PEACE RIVER AD6356'AT THE NORTHEAST EDGE OF PUNTA GORDA, GO SOUTHEAST ON INTERSTATE ROUTE AD6356'75 FOR ABOUT 7.1 MILES TO THE INTERSECTION OF STATE ROAD 762 (GREEN AD6356'GULF BOULEVARD, CONTINUE SOUTHEAST ON INTERSTATE ROUTE 75 FOR ABOUT AD6356'3.7 MILES TO A CONCRETE HEADWALL ON THE NORTHEAST SIDE OF THE AD6356'NORTHBOUND LANES. IT IS ABOUT 0.45 MILE NORTHWEST OF OIL WELL ROAD AD6356'OVERPASS, 28.0 FEET NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES AD6356'AND 25.8 FEET WEST SOUTHWEST OF THE NORTHWEST END OF THE HEADWALL. AD6356'THE MARK IS 27.2 FT SW FROM A WITNESS POST. AD6356 AD6356 STATION RECOVERY (2001) AD6356 AD6356'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB) AD6356'RECOVERED IN GOOD CONDITION. AD6356 AD6356 STATION RECOVERY (2001) AD6356 AD6356'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 AD6356'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG7979 *********************************************************************** AG7979 DESIGNATION - I75 82 A21 RM 1 AG7979 PID - AG7979 AG7979 STATE/COUNTY- FL/CHARLOTTE AG7979 USGS QUAD - PUNTA GORDA (1987) AG7979 AG7979 *CURRENT SURVEY CONTROL AG7979 ___________________________________________________________________ AG7979* NAD 83(1990)- 26 56 41.86834(N) 082 00 22.69333(W) ADJUSTED AG7979* NAVD 88 - 1.626 (meters) 5.33 (feet) ADJUSTED AG7979 ___________________________________________________________________ AG7979 LAPLACE CORR- -1.33 (seconds) DEFLEC99 AG7979 GEOID HEIGHT- -24.00 (meters) GEOID99 AG7979 DYNAMIC HT - 1.623 (meters) 5.32 (feet) COMP AG7979 MODELED GRAV- 979,112.5 (mgal) NAVD 88 AG7979 AG7979 HORZ ORDER - SECOND AG7979 VERT ORDER - SECOND CLASS II AG7979 AG7979.The horizontal coordinates were established by classical geodetic methods AG7979.and adjusted by the National Geodetic Survey in May 1991. AG7979 AG7979.The orthometric height was determined by differential leveling AG7979.and adjusted by the National Geodetic Survey in June 1991. AG7979 AG7979.The Laplace correction was computed from DEFLEC99 derived deflections. AG7979 AG7979.The geoid height was determined by GEOID99. AG7979 AG7979.The dynamic height is computed by dividing the NAVD 88 AG7979.geopotential number by the normal gravity value computed on the AG7979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7979.degrees latitude (g = 980.6199 gals.). AG7979 AG7979.The modeled gravity was interpolated from observed gravity values. AG7979 AG7979; North East Units Scale Converg. AG7979;SPC FL W - 289,306.204 199,374.059 MT 0.99994118 -0 00 10.3 AG7979;UTM 17 - 2,980,736.985 400,107.781 MT 0.99972318 -0 27 21.7 AG7979 AG7979 SUPERSEDED SURVEY CONTROL AG7979 AG7979 NAD 83(1986)- 26 56 41.86747(N) 082 00 22.70809(W) AD( ) 2 AG7979 NGVD 29 (09/01/92) 1.971 (m) 6.47 (f) ADJUSTED 2 2 AG7979 AG7979.Superseded values are not recommended for survey control. AG7979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7979.See file dsdata.txt to determine how the superseded data were derived. AG7979 AG7979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0010880737(NAD 83) AG7979_MARKER: DD = SURVEY DISK AG7979_SETTING: 32 = CONCRETE HEADWALL AG7979_STAMPING: I75 82 A21 RM NO 1 AG7979_MARK LOGO: FLDT AG7979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7979+STABILITY: SURFACE MOTION AG7979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG7979+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2003 AG7979 AG7979 HISTORY - Date Condition Report By AG7979 HISTORY - 1982 MONUMENTED FLDT AG7979 HISTORY - 1990 GOOD USPSQD AG7979 HISTORY - 20031016 GOOD USPSQD AG7979 AG7979 STATION DESCRIPTION AG7979 AG7979'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AG7979'1.4 MI NE FROM PUNTA GORDA. AG7979'FROM THE SOUTH END OF THE INTERSTATE ROUTE 75 BRIDGES OVER PEACE RIVER AG7979'AT THE NORTHEAST EDGE OF PUNTA GORDA, GO SOUTHEAST ON INTERSTATE ROUTE AG7979'75 FOR ABOUT 0.6 MILE TO THE U.S. ROUTE 17 (STATE ROAD 35) INTERCHANGE AG7979'GO NORTHEASTERLY ON U.S. ROUTE 17 FOR ABOUT 0.8 MILE TO A TWIN BOX AG7979'CULVERT UNDER THE ROAD AND THE MARK. IT IS SET IN THE TOP SOUTH AG7979'CONCRETE HEADWALL OF THE CULVERT, 59.1 FEET WEST OF A UTILITY POLE, AG7979'41.3 FEET SOUTH SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES AND AG7979'1.4 FEET WEST SOUTHWEST OF THE EAST END OF THE CONCRETE HEADWALL. AG7979 AG7979 STATION RECOVERY (1990) AG7979 AG7979'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI) AG7979'RECOVERED IN GOOD CONDITION. AG7979 AG7979 STATION RECOVERY (2003) AG7979 AG7979'RECOVERY NOTE BY US POWER SQUADRON 2003 (MM) AG7979'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG7977 *********************************************************************** AG7977 DESIGNATION - I75 82 A21 RM 2 AG7977 PID - AG7977 AG7977 STATE/COUNTY- FL/CHARLOTTE AG7977 USGS QUAD - PUNTA GORDA (1987) AG7977 AG7977 *CURRENT SURVEY CONTROL AG7977 ___________________________________________________________________ AG7977* NAD 83(1990)- 26 56 41.67981(N) 082 00 23.14755(W) ADJUSTED AG7977* NAVD 88 - 1.643 (meters) 5.39 (feet) ADJUSTED AG7977 ___________________________________________________________________ AG7977 LAPLACE CORR- -1.33 (seconds) DEFLEC99 AG7977 GEOID HEIGHT- -24.00 (meters) GEOID99 AG7977 DYNAMIC HT - 1.640 (meters) 5.38 (feet) COMP AG7977 MODELED GRAV- 979,112.5 (mgal) NAVD 88 AG7977 AG7977 HORZ ORDER - SECOND AG7977 VERT ORDER - SECOND CLASS II AG7977 AG7977.The horizontal coordinates were established by classical geodetic methods AG7977.and adjusted by the National Geodetic Survey in May 1991. AG7977 AG7977.The orthometric height was determined by differential leveling AG7977.and adjusted by the National Geodetic Survey in June 1991. AG7977 AG7977.The Laplace correction was computed from DEFLEC99 derived deflections. AG7977 AG7977.The geoid height was determined by GEOID99. AG7977 AG7977.The dynamic height is computed by dividing the NAVD 88 AG7977.geopotential number by the normal gravity value computed on the AG7977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7977.degrees latitude (g = 980.6199 gals.). AG7977 AG7977.The modeled gravity was interpolated from observed gravity values. AG7977 AG7977; North East Units Scale Converg. AG7977;SPC FL W - 289,300.402 199,361.530 MT 0.99994118 -0 00 10.5 AG7977;UTM 17 - 2,980,731.283 400,095.209 MT 0.99972321 -0 27 21.9 AG7977 AG7977 SUPERSEDED SURVEY CONTROL AG7977 AG7977 NAD 83(1986)- 26 56 41.67895(N) 082 00 23.16232(W) AD( ) 2 AG7977 NGVD 29 (09/01/92) 1.989 (m) 6.53 (f) ADJUSTED 2 2 AG7977 AG7977.Superseded values are not recommended for survey control. AG7977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7977.See file dsdata.txt to determine how the superseded data were derived. AG7977 AG7977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0009580731(NAD 83) AG7977_MARKER: DD = SURVEY DISK AG7977_SETTING: 32 = CONCRETE HEADWALL AG7977_STAMPING: I75 82 A21 RM NO 2 AG7977_MARK LOGO: FLDT AG7977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7977+STABILITY: SURFACE MOTION AG7977_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG7977+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2003 AG7977 AG7977 HISTORY - Date Condition Report By AG7977 HISTORY - 1982 MONUMENTED FLDT AG7977 HISTORY - 20031016 GOOD USPSQD AG7977 AG7977 STATION DESCRIPTION AG7977 AG7977'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1982 AG7977'1.4 MI NE FROM PUNTA GORDA. AG7977'FROM THE SOUTH END OF THE INTERSTATE ROUTE 75 BRIDGES OVER PEACE RIVER AG7977'AT THE NORTHEAST EDGE OF PUNTA GORDA, GO SOUTHEAST ON INTERSTATE ROUTE AG7977'75 FOR ABOUT 0.6 MILE TO THE U.S. ROUTE 17 (STATE ROAD 35) INTERCHANGE AG7977'GO NORTHEASTERLY ON U.S. ROUTE 17 FOR ABOUT 0.8 MILE TO A TWIN BOX AG7977'CULVERT UNDER THE ROAD AND THE MARK. IT IS SET IN THE TOP SOUTH AG7977'CONCRETE HEADWALL OF THE CULVERT, 41.3 FEET SOUTH SOUTHEAST OF THE AG7977'CENTER OF THE NORTHBOUND LANES AND 1.3 FEET EAST NORTHEAST OF THE WEST AG7977'END OF THE CONCRETE HEADWALL. AG7977 AG7977 STATION RECOVERY (2003) AG7977 AG7977'RECOVERY NOTE BY US POWER SQUADRON 2003 (MM) AG7977'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG1924 *********************************************************************** AG1924 DESIGNATION - MURDOCK 2 AZ MK AG1924 PID - AG1924 AG1924 STATE/COUNTY- FL/CHARLOTTE AG1924 USGS QUAD - MURDOCK (1987) AG1924 AG1924 *CURRENT SURVEY CONTROL AG1924 ___________________________________________________________________ AG1924* NAD 83(1986)- 27 00 05. (N) 082 10 42. (W) SCALED AG1924* NAVD 88 - 2.540 (meters) 8.33 (feet) ADJUSTED AG1924 ___________________________________________________________________ AG1924 GEOID HEIGHT- -23.86 (meters) GEOID99 AG1924 DYNAMIC HT - 2.536 (meters) 8.32 (feet) COMP AG1924 MODELED GRAV- 979,121.9 (mgal) NAVD 88 AG1924 AG1924 VERT ORDER - FIRST CLASS I AG1924 AG1924.The horizontal coordinates were scaled from a topographic map and have AG1924.an estimated accuracy of +/- 6 seconds. AG1924 AG1924.The orthometric height was determined by differential leveling AG1924.and adjusted by the National Geodetic Survey in June 1991. AG1924 AG1924.The geoid height was determined by GEOID99. AG1924 AG1924.The dynamic height is computed by dividing the NAVD 88 AG1924.geopotential number by the normal gravity value computed on the AG1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG1924.degrees latitude (g = 980.6199 gals.). AG1924 AG1924.The modeled gravity was interpolated from observed gravity values. AG1924 AG1924; North East Units Estimated Accuracy AG1924;SPC FL W - 295,570. 182,300. MT (+/- 180 meters Scaled) AG1924 AG1924 SUPERSEDED SURVEY CONTROL AG1924 AG1924 NGVD 29 (??/??/92) 2.88 (m) 9.4 (f) COMPUTED 1 1 AG1924 AG1924.Superseded values are not recommended for survey control. AG1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1924.See file dsdata.txt to determine how the superseded data were derived. AG1924 AG1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK830871(NAD 83) AG1924_MARKER: DZ = AZIMUTH MARK DISK AG1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG1924_STAMPING: MURDOCK 2 1962 AG1924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG1924+STABILITY: SURFACE MOTION AG1924 AG1924 HISTORY - Date Condition Report By AG1924 HISTORY - 1962 MONUMENTED CGS AG1924 HISTORY - 1966 GOOD NGS AG1924 HISTORY - 20011023 GOOD USPSQD AG1924 HISTORY - 20020614 GOOD JCLS AG1924 AG1924 STATION DESCRIPTION AG1924 AG1924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG1924'10.3 MI NW FROM PUNTA GORDA. AG1924'8.15 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF AG1924'U.S. HIGHWAY 17 AT PUNTA GORDA, THENCE ABOUT 2.15 MILES SOUTHWEST AG1924'ALONG STATE HIGHWAY 771, 0.2 MILE EAST OF AND ACROSS THE HIGHWAY AG1924'FROM THE SEABOARD AIR LINE RAILROAD MILEPOST 911, 50.5 FEET AG1924'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 167.0 FEET NORTHWEST AG1924'OF A POWER POLE, 6.0 FEET WEST OF A CONCRETE RIGHT-OF-WAY MARKER, AG1924'0.9 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE AG1924'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT. AG1924 AG1924 STATION RECOVERY (2001) AG1924 AG1924'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB) AG1924'RECOVERED IN GOOD CONDITION. AG1924 AG1924 STATION RECOVERY (2002) AG1924 AG1924'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 AG1924'RECOVERED IN GOOD CONDITION.