1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 FG1670 *********************************************************************** FG1670 DESIGNATION - C 214 FG1670 PID - FG1670 FG1670 STATE/COUNTY- AR/CLEBURNE FG1670 USGS QUAD - PARMA (1980) FG1670 FG1670 *CURRENT SURVEY CONTROL FG1670 ___________________________________________________________________ FG1670* NAD 83(1997)- 35 37 34.66343(N) 092 14 10.04709(W) ADJUSTED FG1670* NAVD 88 - 145. (meters) 476. (feet) SCALED FG1670 ___________________________________________________________________ FG1670 LAPLACE CORR- 1.06 (seconds) DEFLEC99 FG1670 GEOID HEIGHT- -27.60 (meters) GEOID03 FG1670 FG1670 HORZ ORDER - THIRD FG1670 FG1670.The horizontal coordinates were established by classical geodetic methods FG1670.and adjusted by the National Geodetic Survey in September 1999. FG1670.No horizontal observational check was made to the station. FG1670 FG1670.The orthometric height was scaled from a topographic map. FG1670 FG1670.The Laplace correction was computed from DEFLEC99 derived deflections. FG1670 FG1670.The geoid height was determined by GEOID03. FG1670 FG1670; North East Units Scale Factor Converg. FG1670;SPC AR N - 143,468.887 378,611.567 MT 0.99993620 -0 08 14.6 FG1670;UTM 15 - 3,942,769.037 569,170.320 MT 0.99965896 +0 26 41.9 FG1670 FG1670! - Elev Factor x Scale Factor = Combined Factor FG1670!SPC AR N - 0.99998156 x 0.99993620 = 0.99991776 FG1670!UTM 15 - 0.99998156 x 0.99965896 = 0.99964052 FG1670 FG1670 SUPERSEDED SURVEY CONTROL FG1670 FG1670 NAD 83(1986)- 35 37 34.67568(N) 092 14 10.04473(W) AD( ) 3 FG1670 NAD 27 - 35 37 34.40100(N) 092 14 09.49100(W) AD( ) 3 FG1670 FG1670.Superseded values are not recommended for survey control. FG1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FG1670.See file dsdata.txt to determine how the superseded data were derived. FG1670 FG1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV6917042769(NAD 83) FG1670_MARKER: DD = SURVEY DISK FG1670_SETTING: 4 = SET IN TOP OF IRREGULAR CONCRETE FG1670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FG1670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FG1670+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2004 FG1670 FG1670 HISTORY - Date Condition Report By FG1670 HISTORY - 1954 MONUMENTED USE FG1670 HISTORY - 20041226 GOOD USPSQD FG1670 FG1670 STATION DESCRIPTION FG1670 FG1670'DESCRIBED BY US ENGINEERS 1954 (JCM) FG1670'THE STATION IS IN SECTION 2, T 11 N, R 12 W, ABOUT 4-1/4 MILES FG1670'EAST AND 2-1/4 MILES SOUTH OF SHIRLEY, 2-1/2 MILES WEST AND 1-1/2 FG1670'MILES NORTH OF EDGEMONT, 0.35 MILE EAST OF THE VAN BUREN-CLEBURNE FG1670'COUNTY LINE, 90 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY FG1670'16, 63 FEET EAST OF A POWERLINE POLE AND 18 FEET NORTH OF FG1670'TELEPHONE POLE NO. 6715. FG1670' FG1670'A TRAVERSE MEASURMENT WAS MADE TO TRIANGULATION STATION EDGEMONT FG1670'AND THE DISTANCE WAS FOUND TO BE 94.52 FEET AND 28.810 METERS FG1670'EAST-SOUTHEAST OF THE TRIANGULATION STATION. FG1670' FG1670'THE MARK IS A STANDARD U.S. ENGINEER DEPARTMENT BRONZE DISK SET FG1670'IN THE TOP OF A MASS OF CONCRETE WHICH IS FLUSH WITH THE FG1670'SURFACE OF THE GROUND. THE DISK IS STAMPED C 214. FG1670 FG1670 STATION RECOVERY (2004) FG1670 FG1670'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL) FG1670'RECOVERED AS DESCRIBED. MARK IS ABOUT 75 FEET ACROSS HIGHWAY FROM FG1670'OLMSTEAD FUNERAL HOME SIGN AND ABOUT 4 FEET SOUTH OF A WITNESS POST.