1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AQ2766 *********************************************************************** AQ2766 DESIGNATION - V060 AQ2766 PID - AQ2766 AQ2766 STATE/COUNTY- FL/MARION AQ2766 USGS QUAD - FORT MC COY (1993) AQ2766 AQ2766 *CURRENT SURVEY CONTROL AQ2766 ___________________________________________________________________ AQ2766* NAD 83(1999)- 29 18 12.41850(N) 081 57 14.31498(W) ADJUSTED AQ2766* NAVD 88 - 15.2 (meters) 50. (feet) GPS OBS AQ2766 ___________________________________________________________________ AQ2766 X - 779,126.694 (meters) COMP AQ2766 Y - -5,511,646.723 (meters) COMP AQ2766 Z - 3,103,268.324 (meters) COMP AQ2766 LAPLACE CORR- -1.23 (seconds) DEFLEC99 AQ2766 ELLIP HEIGHT- -13.01 (meters) (09/30/02) GPS OBS AQ2766 GEOID HEIGHT- -28.04 (meters) GEOID99 AQ2766 AQ2766 HORZ ORDER - SECOND AQ2766 ELLP ORDER - FOURTH CLASS II AQ2766 AQ2766.The horizontal coordinates were established by GPS observations AQ2766.and adjusted by the National Geodetic Survey in September 2002. AQ2766 AQ2766.The orthometric height was determined by GPS observations and a AQ2766.high-resolution geoid model. AQ2766 AQ2766.The X, Y, and Z were computed from the position and the ellipsoidal ht. AQ2766 AQ2766.The Laplace correction was computed from DEFLEC99 derived deflections. AQ2766 AQ2766.The ellipsoidal height was determined by GPS observations AQ2766.and is referenced to NAD 83. AQ2766 AQ2766.The geoid height was determined by GEOID99. AQ2766 AQ2766; North East Units Scale Converg. AQ2766;SPC FL W - 550,662.772 204,471.068 MT 0.99994142 +0 01 21.1 AQ2766;UTM 17 - 3,241,983.507 407,353.200 MT 0.99970591 -0 28 01.0 AQ2766 AQ2766 SUPERSEDED SURVEY CONTROL AQ2766 AQ2766 NAD 83(1990)- 29 18 12.41691(N) 081 57 14.31494(W) AD( ) 2 AQ2766 ELLIP HT - -13.05 (m) (03/04/92) GP( ) 4 2 AQ2766 AQ2766.Superseded values are not recommended for survey control. AQ2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AQ2766.See file dsdata.txt to determine how the superseded data were derived. AQ2766 AQ2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN0735341984(NAD 83) AQ2766_MARKER: I = METAL ROD AQ2766_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AQ2766_STAMPING: VO60 1990 AQ2766_MARK LOGO: NGS AQ2766_PROJECTION: FLUSH AQ2766_MAGNETIC: N = NO MAGNETIC MATERIAL AQ2766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AQ2766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AQ2766+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2002 AQ2766_ROD/PIPE-DEPTH: 15.8 meters AQ2766 AQ2766 HISTORY - Date Condition Report By AQ2766 HISTORY - 1990 MONUMENTED MCGRIF AQ2766 HISTORY - 20021204 GOOD BAH AQ2766 AQ2766 STATION DESCRIPTION AQ2766 AQ2766'DESCRIBED BY P C MCGRIFF COMPANY 1990 AQ2766'THE STATION IS LOCATED ABOUT 13 MI (20.9 KM) NE OF OCALA NEAR THE AQ2766'NORTHWEST CORNER OF SECTION 1, TOWNSHIP 14 SOUTH, RANGE 23 EAST, AQ2766'MARION COUNTY, FLORIDA. AQ2766'TO REACH THE STATION COMMENCE AT THE INTERSECTION OF STATE ROAD NUMBER AQ2766'40 AND MARION COUNTY ROAD NUMBER 315, THENCE PROCEED NORTH ALONG SAID AQ2766'MARION COUNTY ROAD NUMBER 315 FOR A DISTANCE OF 6.55 MI (10.54 KM) TO AQ2766'THE INTERSECTION WITH NORTHEAST 105TH STREET ON THE RIGHT, TURN RIGHT AQ2766'ON NORTHEAST 105TH STREET AND PROCEED EAST FOR A DISTANCE OF 1.4 MI AQ2766'(2.3 KM) TO THE STATION ON THE RIGHT. THE STATION LIES 11.5 FT AQ2766'(3.5 M) NORTH OF A 4-STRAND BARBED-WIRE FENCE, 21.8 FT (6.6 M) SOUTH AQ2766'OF THE SOUTH EDGE OF PAVEMENT AND 105 FT (32.0 M) WEST OF THE AQ2766'CENTERLINE OF A DIRT ROAD LEADING SOUTH. ACCESS TO DATUM POINT--THE AQ2766'STATION IS RECESSED INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 AQ2766'INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AQ2766'REFERENCES-- AQ2766'KEITH AND SCHNARS NAIL AND CAP, SET IN THE CENTERLINE OF PAVEMENT, AQ2766'NORTH 50 DEGREES WEST AT 54.31 FT (16.55 M) . AQ2766'KEITH AND SCHNARS NAIL AND CAP, SET IN THE CENTERLINE OF PAVEMENT, AQ2766'NORTH 06 DEGREES EAST AT 30.30 FT. AQ2766'KEITH AND SCHNARS NAIL AND CAP, SET IN THE CENTERLINE OF PAVEMENT, AQ2766'NORTH 66 DEGREES EAST AT 70.21 FT. AQ2766'SET CARSONITE WITNESS POST SOUTH 02 DEGREES WEST AT 10.9 FT (3.3 M) . AQ2766 AQ2766 STATION RECOVERY (2002) AQ2766 AQ2766'RECOVERY NOTE BY BERRYMAN & HENIGAR 2002 (KAW) AQ2766'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AQ2767 *********************************************************************** AQ2767 DESIGNATION - V061 AQ2767 PID - AQ2767 AQ2767 STATE/COUNTY- FL/MARION AQ2767 USGS QUAD - EUREKA DAM (1993) AQ2767 AQ2767 *CURRENT SURVEY CONTROL AQ2767 ___________________________________________________________________ AQ2767* NAD 83(1999)- 29 23 34.92902(N) 081 58 02.86309(W) ADJUSTED AQ2767* NAVD 88 - 14.3 (meters) 47. (feet) GPS OBS AQ2767 ___________________________________________________________________ AQ2767 X - 777,149.225 (meters) COMP AQ2767 Y - -5,507,010.059 (meters) COMP AQ2767 Z - 3,111,923.266 (meters) COMP AQ2767 LAPLACE CORR- -1.31 (seconds) DEFLEC99 AQ2767 ELLIP HEIGHT- -14.00 (meters) (09/30/02) GPS OBS AQ2767 GEOID HEIGHT- -28.05 (meters) GEOID99 AQ2767 AQ2767 HORZ ORDER - SECOND AQ2767 ELLP ORDER - FOURTH CLASS II AQ2767 AQ2767.The horizontal coordinates were established by GPS observations AQ2767.and adjusted by the National Geodetic Survey in September 2002. AQ2767 AQ2767.The orthometric height was determined by GPS observations and a AQ2767.high-resolution geoid model. AQ2767 AQ2767.The X, Y, and Z were computed from the position and the ellipsoidal ht. AQ2767 AQ2767.The Laplace correction was computed from DEFLEC99 derived deflections. AQ2767 AQ2767.The ellipsoidal height was determined by GPS observations AQ2767.and is referenced to NAD 83. AQ2767 AQ2767.The geoid height was determined by GEOID99. AQ2767 AQ2767; North East Units Scale Converg. AQ2767;SPC FL W - 560,591.627 203,158.216 MT 0.99994130 +0 00 57.5 AQ2767;UTM 17 - 3,251,920.903 406,125.622 MT 0.99970874 -0 28 29.5 AQ2767 AQ2767 SUPERSEDED SURVEY CONTROL AQ2767 AQ2767 NAD 83(1990)- 29 23 34.92735(N) 081 58 02.86301(W) AD( ) 2 AQ2767 ELLIP HT - -14.05 (m) (03/04/92) GP( ) 4 2 AQ2767 AQ2767.Superseded values are not recommended for survey control. AQ2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AQ2767.See file dsdata.txt to determine how the superseded data were derived. AQ2767 AQ2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN0612651921(NAD 83) AQ2767_MARKER: I = METAL ROD AQ2767_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AQ2767_STAMPING: V061 1990 AQ2767_MARK LOGO: NGS AQ2767_PROJECTION: FLUSH AQ2767_MAGNETIC: N = NO MAGNETIC MATERIAL AQ2767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AQ2767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AQ2767+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2002 AQ2767_ROD/PIPE-DEPTH: 15.7 meters AQ2767 AQ2767 HISTORY - Date Condition Report By AQ2767 HISTORY - 1990 MONUMENTED MCGRIF AQ2767 HISTORY - 20021204 GOOD BAH AQ2767 AQ2767 STATION DESCRIPTION AQ2767 AQ2767'DESCRIBED BY P C MCGRIFF COMPANY 1990 AQ2767'THE STATION IS LOCATED 2.0 MI (3.2 KM) NORTH OF FT. MCCOY. IN MARION AQ2767'COUNTY. IN THE RIGHT-OF-WAY OF MARION COUNTY ROAD 315. NEAR THE AQ2767'CENTER OF SECTION 2-T13S-R23E. AQ2767'TO REACH THE STATION BY ROAD, COMMENCE AT THE INTERSECTION OF MARION AQ2767'COUNTY ROAD 315 AND MARION COUNTY ROAD 316 IN DOWNTOWN FT. MCCOY. AQ2767'PROCEED NORTHERLY ALONG MARION COUNTY ROAD 315 FOR A DISTANCE OF 2.05 AQ2767'MI (3.30 KM) TO THE STATION ON THE LEFT. THE STATION LIES 34.6 FT AQ2767'(10.5 M) WEST OF THE CENTERLINE OF MARION COUNTY ROAD 315, 15.8 FT AQ2767'(4.8 M) EAST OF A 4 STRAND BARB WIRE FENCE, AND 171 FT (52.1 M) NORTH AQ2767'OF A POWER POLE. ACCESS TO DATUM POINT--THE STATION IS RECESSED IN A AQ2767'NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET AQ2767'IN A CONCRETE COLLAR. AQ2767'REFERENCES-- AQ2767'KEITH AND SCHNARS NAIL AND CAP, SET IN THE CENTERLINE OF MARION COUNTY AQ2767'ROAD 315, NORTH 25 DEGREES EAST AT 64.70 FT (19.72 M) . AQ2767'KEITH AND SCHNARS NAIL AND CAP, SET IN THE CENTERLINE OF MARION COUNTY AQ2767'ROAD 315, NORTH 88 DEGREES EAST AT 34.62 FT (10.55 M) . AQ2767'KEITH AND SCHNARS NAIL AND CAP, SET IN THE CENTERLINE OF MARION COUNTY AQ2767'ROAD 315, SOUTH 46 DEGREES EAST AT 55.34 FT (16.87 M) . AQ2767'SET CARSONITE WITNESS POST WEST AT 15.3 FT (4.7 M) . AQ2767 AQ2767 STATION RECOVERY (2002) AQ2767 AQ2767'RECOVERY NOTE BY BERRYMAN & HENIGAR 2002 (KAW) AQ2767'RECOVERED IN GOOD CONDITION.