1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 BE4086 *********************************************************************** BE4086 DESIGNATION - TLC 1 14 2S2W BE4086 PID - BE4086 BE4086 STATE/COUNTY- FL/LEON BE4086 USGS QUAD - HILLIARDVILLE (1976) BE4086 BE4086 *CURRENT SURVEY CONTROL BE4086 ___________________________________________________________________ BE4086* NAD 83(1999)- 30 18 20.02375(N) 084 24 03.11996(W) ADJUSTED BE4086* NAVD 88 - 22.1 (meters) 73. (feet) GPS OBS BE4086 ___________________________________________________________________ BE4086 X - 537,719.541 (meters) COMP BE4086 Y - -5,484,942.393 (meters) COMP BE4086 Z - 3,199,660.618 (meters) COMP BE4086 LAPLACE CORR- 0.07 (seconds) DEFLEC99 BE4086 ELLIP HEIGHT- -5.51 (meters) (05/31/01) GPS OBS BE4086 GEOID HEIGHT- -27.63 (meters) GEOID99 BE4086 BE4086 HORZ ORDER - FIRST BE4086 ELLP ORDER - FOURTH CLASS I BE4086 BE4086.The horizontal coordinates were established by GPS observations BE4086.and adjusted by the National Geodetic Survey in May 2001. BE4086 BE4086.The orthometric height was determined by GPS observations and a BE4086.high-resolution geoid model. BE4086 BE4086.The X, Y, and Z were computed from the position and the ellipsoidal ht. BE4086 BE4086.The Laplace correction was computed from DEFLEC99 derived deflections. BE4086 BE4086.The ellipsoidal height was determined by GPS observations BE4086.and is referenced to NAD 83. BE4086 BE4086.The geoid height was determined by GEOID99. BE4086 BE4086; North East Units Scale Converg. BE4086;SPC FL N - 144,722.749 609,535.104 MT 0.99995133 +0 02 59.3 BE4086;UTM 16 - 3,355,506.943 749,951.237 MT 1.00037083 +1 18 44.0 BE4086 BE4086 SUPERSEDED SURVEY CONTROL BE4086 BE4086 NAD 83(1990)- 30 18 20.02343(N) 084 24 03.11970(W) AD( ) 1 BE4086 ELLIP H (08/14/98) -5.45 (m) GP( ) 4 2 BE4086 NAD 83(1990)- 30 18 20.02483(N) 084 24 03.11979(W) AD( ) 1 BE4086 ELLIP H (07/12/94) -5.48 (m) GP( ) 4 2 BE4086 NGVD 29 (07/12/94) 22.3 (m) 73. (f) GPS OBS BE4086 BE4086.Superseded values are not recommended for survey control. BE4086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE4086.See file dsdata.txt to determine how the superseded data were derived. BE4086 BE4086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU4995155507(NAD 83) BE4086_MARKER: DD = SURVEY DISK BE4086_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) BE4086_STAMPING: GPS CONTROL POINT TLC 1 14 2S2W 1988 BE4086_MARK LOGO: TLC BE4086_PROJECTION: RECESSED 3 CENTIMETERS BE4086_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET BE4086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD BE4086+STABILITY: POSITION/ELEVATION WELL BE4086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BE4086+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2003 BE4086_ROD/PIPE-DEPTH: 42 meters BE4086 BE4086 HISTORY - Date Condition Report By BE4086 HISTORY - 1988 MONUMENTED HOBBS BE4086 HISTORY - 20030903 GOOD BAH BE4086 BE4086 STATION DESCRIPTION BE4086 BE4086'DESCRIBED BY HOBBS AND ASSOCIATES 1988 BE4086'THE STATION IS LOCATED IN LEON COUNTY, FLA, APPROXIMATELY 14.0 KM BE4086'(8.70 MI) SOUTHWEST OF TALLAHASSEE, AND 0.3 KM (0.20 MI) NORTH OF THE BE4086'LEON/WAKULLA COUNTY LINE. BE4086'TO REACH THE STATION FROM THE INTERSECTION OF S.R.263 (CAPITAL CIRCLE BE4086'SW) AND S.R.373 (SPRINGHILL ROAD), PROCEED SOUTH ALONG S.R.373 FOR BE4086'14.0 KM (8.70 MI) TO THE INTERSECTION OF S.R.373 AND S.R.267A (HELEN BE4086'GUARD STATION ROAD). THE STATION IS LOCATED IN THE SOUTH RIGHT-OF-WAY BE4086'OF S.R.267A AND THE WEST RIGHT-OF-WAY OF S.R.373, AT A WITNESS POST. BE4086'THE STATION IS LOCATED 5.09 M (16.7 FT) SOUTH OF THE CENTERLINE OF BE4086'S.R.267A, 18.9 M (62.0 FT) WEST OF THE CENTERLINE OF S.R.373, 15.5 M BE4086'(50.9 FT) NORTHWEST OF UTILITY POLE NO. TEC-134-88, AND 14.6 M BE4086'(47.9 FT) NORTH OF A WITNESS POST. BE4086'TO REACH THE AZIMUTH MARK FROM THE GPS STATION, PROCEED WEST ON BE4086'S.R.267A FOR 0.60 KM (0.35 MI) TO THE MARK LOCATED IN THE NORTH BE4086'RIGHT-OF-WAY OF THE ROAD, AT A WITNESS POST. THE AZIMUTH MARK IS GRID BE4086'BEARING N81-40-35W AND GRID DISTANCE 589.024 M (1932.5 FT) FROM THE BE4086'GPS STATION. BE4086 BE4086 STATION RECOVERY (2003) BE4086 BE4086'RECOVERY NOTE BY BERRYMAN & HENIGAR 2003 (KAW) BE4086'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 BE4095 *********************************************************************** BE4095 DESIGNATION - TLC 1 25 1S2E BE4095 PID - BE4095 BE4095 STATE/COUNTY- FL/LEON BE4095 USGS QUAD - CODY (1981) BE4095 BE4095 *CURRENT SURVEY CONTROL BE4095 ___________________________________________________________________ BE4095* NAD 83(1999)- 30 22 11.14965(N) 084 04 31.16463(W) ADJUSTED BE4095* NAVD 88 - 11.7 (meters) 38. (feet) GPS OBS BE4095 ___________________________________________________________________ BE4095 X - 568,503.036 (meters) COMP BE4095 Y - -5,478,213.963 (meters) COMP BE4095 Z - 3,205,797.971 (meters) COMP BE4095 LAPLACE CORR- 0.01 (seconds) DEFLEC99 BE4095 ELLIP HEIGHT- -16.00 (meters) (05/31/01) GPS OBS BE4095 GEOID HEIGHT- -27.65 (meters) GEOID99 BE4095 BE4095 HORZ ORDER - FIRST BE4095 ELLP ORDER - FOURTH CLASS I BE4095 BE4095.The horizontal coordinates were established by GPS observations BE4095.and adjusted by the National Geodetic Survey in May 2001. BE4095 BE4095.The orthometric height was determined by GPS observations and a BE4095.high-resolution geoid model. BE4095 BE4095.The X, Y, and Z were computed from the position and the ellipsoidal ht. BE4095 BE4095.The Laplace correction was computed from DEFLEC99 derived deflections. BE4095 BE4095.The ellipsoidal height was determined by GPS observations BE4095.and is referenced to NAD 83. BE4095 BE4095.The geoid height was determined by GEOID99. BE4095 BE4095; North East Units Scale Converg. BE4095;SPC FL N - 151,911.567 640,820.751 MT 0.99995465 +0 12 48.3 BE4095;UTM 16 - 3,363,388.369 781,086.776 MT 1.00057484 +1 28 46.6 BE4095;UTM 17 - 3,363,772.175 204,428.063 MT 1.00067792 -1 33 21.4 BE4095 BE4095 SUPERSEDED SURVEY CONTROL BE4095 BE4095 NAD 83(1990)- 30 22 11.15019(N) 084 04 31.16467(W) AD( ) 1 BE4095 ELLIP H (08/14/98) -15.86 (m) GP( ) 4 2 BE4095 NAD 83(1990)- 30 22 11.15046(N) 084 04 31.16429(W) AD( ) 1 BE4095 ELLIP H (07/12/94) -15.83 (m) GP( ) 4 2 BE4095 NGVD 29 (07/12/94) 11.9 (m) 39. (f) GPS OBS BE4095 BE4095.Superseded values are not recommended for survey control. BE4095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE4095.See file dsdata.txt to determine how the superseded data were derived. BE4095 BE4095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU8108763388(NAD 83) BE4095_MARKER: DD = SURVEY DISK BE4095_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) BE4095_STAMPING: GPS CONTROL POINT TLC 1 25 1S2E 1988 BE4095_MARK LOGO: TLC BE4095_PROJECTION: RECESSED 3 CENTIMETERS BE4095_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET BE4095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD BE4095+STABILITY: POSITION/ELEVATION WELL BE4095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BE4095+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2003 BE4095_ROD/PIPE-DEPTH: 30 meters BE4095 BE4095 HISTORY - Date Condition Report By BE4095 HISTORY - 1988 MONUMENTED HOBBS BE4095 HISTORY - 19990115 GOOD DCJOHN BE4095 HISTORY - 20030905 GOOD BAH BE4095 BE4095 STATION DESCRIPTION BE4095 BE4095'DESCRIBED BY HOBBS AND ASSOCIATES 1988 BE4095'THE STATION IS LOCATED IN LEON COUNTY, FLA, APPROXIMATELY 15.4 KM BE4095'(9.55 MI) EAST OF TALLAHASSEE AT THE LEON/JEFFERSON COUNTY LINE. BE4095'TO REACH THE STATION FROM THE INTERSECTION OF S.R.61 (MONROE STREET) BE4095'AND C.R.259 (TRAM ROAD) IN TALLAHASSEE, PROCEED SOUTHEAST ON C.R.259 BE4095'FOR 19.7 KM (12.25 MI) TO THE STATION LOCATED IN THE NORTH BE4095'RIGHT-OF-WAY OF THE ROAD AT THE LEON/JEFFERSON COUNTY LINE. BE4095'THE STATION IS LOCATED 11.7 M (38.4 FT) EAST OF THE CENTERLINE OF A BE4095'DIRT ROAD, 4.6 M (15.1 FT) SOUTH OF THE TREE LINE, 6.5 M (21.3 FT) BE4095'NORTH OF THE CENTERLINE OF C.R.259, AND 12.4 M (40.7 FT) NORTHWEST OF BE4095'A LEON COUNTY LINE SIGN. BE4095'TO REACH THE AZIMUTH MARK FROM THE GPS STATION, PROCEED EAST ON BE4095'C.R.259 FOR 0.35 KM (0.20 MI) TO THE MARK LOCATED IN THE NORTH BE4095'RIGHT-OF-WAY OF THE ROAD. THE AZIMUTH MARK IS GRID BEARING S61-19-54E BE4095'AND GRID DISTANCE 353.529 M (1159.9 FT) FROM THE GPS STATION. BE4095 BE4095 STATION RECOVERY (1999) BE4095 BE4095'RECOVERY NOTE BY DC JOHNSON ASSOC 1999 (AG) BE4095'RECOVERED AS DESCRIBED (AG) . BE4095 BE4095 STATION RECOVERY (2003) BE4095 BE4095'RECOVERY NOTE BY BERRYMAN & HENIGAR 2003 (KAW) BE4095'RECOVERED IN GOOD CONDITION.