The NGS Data Sheet See file dsdata.txt for more information about the datasheet. DATABASE = Sybase ,PROGRAM = datasheet, VERSION = 6.81 1 National Geodetic Survey, Retrieval Date = AUGUST 11, 2003 AC6122 *********************************************************************** AC6122 DESIGNATION - HPGN D CA 06 FK AC6122 PID - AC6122 AC6122 STATE/COUNTY- CA/KERN AC6122 USGS QUAD - FAMOSO (1968) AC6122 AC6122 *CURRENT SURVEY CONTROL AC6122 ___________________________________________________________________ AC6122* NAD 83(1992)- 35 33 30.71331(N) 119 11 51.89054(W) ADJUSTED AC6122* NAVD 88 - 144.63 (meters) 474.5 (feet) LEVELING AC6122 ___________________________________________________________________ AC6122 EPOCH DATE - 1991.35 AC6122 X - -2,534,119.892 (meters) COMP AC6122 Y - -4,534,692.290 (meters) COMP AC6122 Z - 3,688,517.688 (meters) COMP AC6122 LAPLACE CORR- 5.16 (seconds) DEFLEC99 AC6122 ELLIP HEIGHT- 111.26 (meters) (01/22/97) GPS OBS AC6122 GEOID HEIGHT- -33.36 (meters) GEOID99 AC6122 AC6122 HORZ ORDER - FIRST AC6122 VERT ORDER - THIRD ? AC6122 ELLP ORDER - FOURTH CLASS II AC6122 AC6122.The horizontal coordinates were established by GPS observations AC6122.and adjusted by the National Geodetic Survey in January 1997. AC6122.The horizontal coordinates are valid at the epoch date displayed above. AC6122.The epoch date for horizontal control is a decimal equivalence AC6122.of Year/Month/Day. AC6122 AC6122.The orthometric height was determined by differential leveling. AC6122.The vertical network tie was performed by a horz. field party for horz. AC6122.obs reductions. Reset procedures were used to establish the elevation. AC6122 AC6122.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC6122 AC6122.The Laplace correction was computed from DEFLEC99 derived deflections. AC6122 AC6122.The ellipsoidal height was determined by GPS observations AC6122.and is referenced to NAD 83. AC6122 AC6122.The geoid height was determined by GEOID99. AC6122 AC6122; North East Units Scale Converg. AC6122;SPC CA 5 - 729,000.169 1,891,408.256 MT 1.00002132 -0 40 57.8 AC6122;SPC CA 5 - 2,391,728.05 6,205,395.25 sFT 1.00002132 -0 40 57.8 AC6122;UTM 11 - 3,937,207.213 300,808.232 MT 1.00008897 -1 16 42.5 AC6122 AC6122 SUPERSEDED SURVEY CONTROL AC6122 AC6122.No superseded survey control is available for this station. AC6122 AC6122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV0080837207(NAD 83) AC6122_MARKER: DD = SURVEY DISK AC6122_SETTING: 38 = TOP OF BRIDGE ABUTMENT AC6122_STAMPING: CA-HPGN-DENSIFICATION STA. 06-FK 1994 AC6122_MARK LOGO: CADT AC6122_MAGNETIC: N = NO MAGNETIC MATERIAL AC6122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC6122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC6122+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2001 AC6122 AC6122 HISTORY - Date Condition Report By AC6122 HISTORY - 1994 MONUMENTED CADT AC6122 HISTORY - 20010108 GOOD CADT AC6122 AC6122 STATION DESCRIPTION AC6122 AC6122'DESCRIBED BY CALTRANS 1994 (DGB) AC6122'THE STATION IS LOCATED AT THE STATE HIGHWAY 99/KIMBERLINA ROAD AC6122'INTERCHANGE, ABOUT 17 MI (27.4 KM) NORTHWEST OF BAKERSFIELD AND 15 MI AC6122'(24.1 KM) SOUTH OF DELANO. TO REACH THE STATION FROM THE JUNCTION OF AC6122'STATE HIGHWAYS 46 AND 99, ABOUT 11 MI (17.7 KM) SOUTH OF DELANO, GO AC6122'SOUTH ON HIGHWAY 99 FOR 2.9 MI (4.7 KM) TO THE KIMBERLINA ROAD AC6122'OFF-RAMP. TAKE THE OFF-RAMP SOUTH FOR 0.2 MI (0.3 KM) TO THE AC6122'INTERSECTION WITH KIMBERLINA ROAD AND THE STATION ON THE LEFT. THE AC6122'STATION IS SET FLUSH IN THE BRIDGE DECK ON THE NORTH SIDE OF THE WEST AC6122'ABUTMENT OF THE OVERCROSSING, ABOUT 130 FT (39.6 M) WEST OF THE AC6122'CENTERLINE OF HIGHWAY 99, 70 FT (21.3 M) EAST OF THE OFF-RAMP FROM AC6122'SOUTH-BOUND HIGHWAY 99, 20.8 FT (6.3 M) NORTH OF THE CENTERLINE OF AC6122'KIMBERLINA ROAD, 14.8 FT (4.5 M) EAST OF THE WEST END OF THE NORTH AC6122'BRIDGE RAIL, 2.7 FT (0.8 M) SOUTH OF THE BRIDGE RAIL AND 0.8 FT (0.2 AC6122'M) EAST OF THE WEST EDGE OF THE ABUTMENT. THE STATION WAS OCCUPIED AS AC6122'PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. AC6122 AC6122 STATION RECOVERY (2001) AC6122 AC6122'RECOVERY NOTE BY CALTRANS 2001 (BSJ) AC6122'RECOVERED IN GOOD CONDITION. *** retrieval complete. Elapsed Time = 00:00:01