The NGS Data Sheet See file dsdata.txt for more information about the datasheet. DATABASE = Sybase ,PROGRAM = datasheet, VERSION = 6.83 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 8, 2003 AC6119 *********************************************************************** AC6119 DESIGNATION - HPGN D CA 06 FH AC6119 PID - AC6119 AC6119 STATE/COUNTY- CA/KERN AC6119 USGS QUAD - SEMITROPIC (1973) AC6119 AC6119 *CURRENT SURVEY CONTROL AC6119 ___________________________________________________________________ AC6119* NAD 83(1992)- 35 30 00.80213(N) 119 32 08.25623(W) ADJUSTED AC6119* NAVD 88 - 92.8 (meters) 304. (feet) GPS OBS AC6119 ___________________________________________________________________ AC6119 EPOCH DATE - 1991.35 AC6119 X - -2,562,649.261 (meters) COMP AC6119 Y - -4,522,902.942 (meters) COMP AC6119 Z - 3,683,221.890 (meters) COMP AC6119 LAPLACE CORR- 3.81 (seconds) DEFLEC99 AC6119 ELLIP HEIGHT- 58.18 (meters) (01/22/97) GPS OBS AC6119 GEOID HEIGHT- -34.58 (meters) GEOID99 AC6119 AC6119 HORZ ORDER - FIRST AC6119 ELLP ORDER - FOURTH CLASS II AC6119 AC6119.The horizontal coordinates were established by GPS observations AC6119.and adjusted by the National Geodetic Survey in January 1997. AC6119.The horizontal coordinates are valid at the epoch date displayed above. AC6119.The epoch date for horizontal control is a decimal equivalence AC6119.of Year/Month/Day. AC6119 AC6119.The orthometric height was determined by GPS observations and a AC6119.high-resolution geoid model. AC6119 AC6119.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC6119 AC6119.The Laplace correction was computed from DEFLEC99 derived deflections. AC6119 AC6119.The ellipsoidal height was determined by GPS observations AC6119.and is referenced to NAD 83. AC6119 AC6119.The geoid height was determined by GEOID99. AC6119 AC6119; North East Units Scale Converg. AC6119;SPC CA 5 - 722,947.973 1,860,678.283 MT 1.00000749 -0 52 31.2 AC6119;SPC CA 5 - 2,371,871.81 6,104,575.33 sFT 1.00000749 -0 52 31.2 AC6119;UTM 11 - 3,931,474.548 270,012.140 MT 1.00025188 -1 28 23.2 AC6119 AC6119 SUPERSEDED SURVEY CONTROL AC6119 AC6119.No superseded survey control is available for this station. AC6119 AC6119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV7001231475(NAD 83) AC6119_MARKER: DD = SURVEY DISK AC6119_SETTING: 38 = TOP OF BRIDGE ABUTMENT AC6119_STAMPING: CA-HPGN-DENSIFICATION STA. 06-FH 1994 AC6119_MARK LOGO: CADT AC6119_MAGNETIC: N = NO MAGNETIC MATERIAL AC6119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC6119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC6119+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1996 AC6119 AC6119 HISTORY - Date Condition Report By AC6119 HISTORY - 1994 MONUMENTED CADT AC6119 HISTORY - 19960327 GOOD CADT AC6119 AC6119 STATION DESCRIPTION AC6119 AC6119'DESCRIBED BY CALTRANS 1994 (DGB) AC6119'THE STATION IS LOCATED AT THE INTERSTATE HIGHWAY 5/LERDO HIGHWAY AC6119'INTERCHANGE, ABOUT 30 MI (48.3 KM) NORTHWEST OF BAKERSFIELD, 25 MI AC6119'(40.2 KM) SOUTHWEST OF DELANO AND 11 MI (17.7 KM) SOUTHEAST OF LOST AC6119'HILLS. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AC6119'AND STATE HIGHWAY 46, ABOUT 2 MI (3.2 KM) EAST OF LOST HILLS, GO SOUTH AC6119'ON INTERSTATE 5 FOR 10.1 MI (16.3 KM) TO THE LERDO HIGHWAY OFF-RAMP. AC6119'TAKE THE OFF-RAMP SOUTH FOR 0.3 MI (0.5 KM) TO THE INTERSECTION WITH AC6119'LERDO HIGHWAY. TURN LEFT AND GO EAST ON LERDO HIGHWAY FOR 0.1 MI (0.2 AC6119'KM) TO THE WEST END OF THE LERDO HIGHWAY OVERCROSSING AND THE STATION AC6119'ON THE RIGHT. THE STATION IS SET FLUSH IN THE SIDEWALK ON THE SOUTH AC6119'SIDE OF THE WEST ABUTMENT OF THE OVERCROSSING, ABOUT 140 FT (42.7 M) AC6119'WEST OF THE CENTERLINE OF INTERSTATE 5, 14.8 FT (4.5 M) SOUTH OF THE AC6119'CENTERLINE OF LERDO HIGHWAY, 13.1 FT (4.0 M) EAST OF THE WEST END OF AC6119'THE SIDEWALK AND BRIDGE RAIL, 1.4 FT (0.4 M) NORTH OF THE BRIDGE RAIL, AC6119'1.4 FT (0.4 M) EAST OF THE WEST EDGE OF THE ABUTMENT AND 0.8 FT (0.2 AC6119'M) HIGHER THAN THE BRIDGE DECK. THE STATION WAS OCCUPIED AS PART OF A AC6119'CALIFORNIA HPGN DENSIFICATION SURVEY. AC6119 AC6119 STATION RECOVERY (1996) AC6119 AC6119'RECOVERY NOTE BY CALTRANS 1996 (RGD) AC6119'RECOVERED AS DESCRIBED. *** retrieval complete. Elapsed Time = 00:00:00