The NGS Data Sheet See file dsdata.txt for more information about the datasheet. DATABASE = Sybase ,PROGRAM = datasheet, VERSION = 6.85 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 15, 2003 AC6103 *********************************************************************** AC6103 DESIGNATION - HPGN D CA 06 RF AC6103 PID - AC6103 AC6103 STATE/COUNTY- CA/MADERA AC6103 USGS QUAD - GREGG (1978) AC6103 AC6103 *CURRENT SURVEY CONTROL AC6103 ___________________________________________________________________ AC6103* NAD 83(1992)- 36 53 13.21575(N) 119 58 53.89186(W) ADJUSTED AC6103* NAVD 88 - 87.13 (meters) 285.9 (feet) LEVELING AC6103 ___________________________________________________________________ AC6103 EPOCH DATE - 1991.35 AC6103 X - -2,552,369.041 (meters) COMP AC6103 Y - -4,424,106.827 (meters) COMP AC6103 Z - 3,807,403.786 (meters) COMP AC6103 LAPLACE CORR- 3.93 (seconds) DEFLEC99 AC6103 ELLIP HEIGHT- 54.72 (meters) (01/22/97) GPS OBS AC6103 GEOID HEIGHT- -32.38 (meters) GEOID99 AC6103 AC6103 HORZ ORDER - FIRST AC6103 VERT ORDER - THIRD ? AC6103 ELLP ORDER - FOURTH CLASS II AC6103 AC6103.The horizontal coordinates were established by GPS observations AC6103.and adjusted by the National Geodetic Survey in January 1997. AC6103.The horizontal coordinates are valid at the epoch date displayed above. AC6103.The epoch date for horizontal control is a decimal equivalence AC6103.of Year/Month/Day. AC6103 AC6103.The orthometric height was determined by differential leveling. AC6103.The vertical network tie was performed by a horz. field party for horz. AC6103.obs reductions. Reset procedures were used to establish the elevation. AC6103 AC6103.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC6103 AC6103.The Laplace correction was computed from DEFLEC99 derived deflections. AC6103 AC6103.The ellipsoidal height was determined by GPS observations AC6103.and is referenced to NAD 83. AC6103 AC6103.The geoid height was determined by GEOID99. AC6103 AC6103; North East Units Scale Converg. AC6103;SPC CA 3 - 543,078.882 2,046,210.280 MT 1.00004198 +0 19 02.5 AC6103;SPC CA 3 - 1,781,751.30 6,713,274.89 sFT 1.00004198 +0 19 02.5 AC6103;UTM 11 - 4,086,489.697 234,279.840 MT 1.00046993 -1 47 26.7 AC6103;UTM 10 - 4,086,592.685 768,994.055 MT 1.00049150 +1 48 46.2 AC6103 AC6103 SUPERSEDED SURVEY CONTROL AC6103 AC6103.No superseded survey control is available for this station. AC6103 AC6103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA3428086490(NAD 83) AC6103_MARKER: DD = SURVEY DISK AC6103_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AC6103_STAMPING: CA-HPGN-DENSIFICATION STA. 06-RF 1993 AC6103_MARK LOGO: CADT AC6103_PROJECTION: FLUSH AC6103_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AC6103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC6103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC6103+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2000 AC6103_ROD/PIPE-DEPTH: 4.0 meters AC6103 AC6103 HISTORY - Date Condition Report By AC6103 HISTORY - 1993 MONUMENTED CADT AC6103 HISTORY - 20001021 GOOD CADT AC6103 AC6103 STATION DESCRIPTION AC6103 AC6103'DESCRIBED BY CALTRANS 1993 (NT) AC6103'THE STATION IS LOCATED NEAR THE STATE HIGHWAY 99/AVENUE 9 INTERCHANGE, AC6103'ABOUT 15.5 MI (24.9 KM) NORTHWEST OF FRESNO AND 7 MI (11.3 KM) AC6103'SOUTHEAST OF MADERA. TO REACH THE STATION FROM THE INTERSECTION OF AC6103'GATEWAY DRIVE (BUSINESS ROUTE 99) AND STATE HIGHWAY 145 (YOSEMITE AC6103'AVENUE) IN MADERA, GO SOUTH ON GATEWAY DRIVE FOR 1.0 MI (1.6 KM) TO AC6103'THE ENTRANCE TO STATE HIGHWAY 99. GO SOUTH ON HIGHWAY 99 FOR 5.9 MI AC6103'(9.5 KM) TO THE AVENUE 9/ROAD 31 1/2 OFF-RAMP. TAKE THE OFF-RAMP AC6103'SOUTH FOR 0.2 MI (0.3 KM) TO AVENUE 9. TURN LEFT AND GO EAST ON AC6103'AVENUE 9, CROSSING OVER HIGHWAY 99, FOR 0.6 MI (1.0 KM) TO THE AC6103'INTERSECTION WITH FRONTAGE ROAD/ROAD 30 1/2. TURN LEFT AND GO NORTH, AC6103'THEN WEST AND FINALLY NORTHWEST ON THE FRONTAGE ROAD FOR 0.7 MI (1.1 AC6103'KM) TO AN IRRIGATION CANAL AND THE STATION ON THE RIGHT. THE STATION AC6103'IS LOCATED AT HIGHWAY 99 POST MILE 4.1. THE STATION IS A SURVEY DISK AC6103'ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE AC6103'GROUND, 54.3 FT (16.6 M) NORTHEAST OF THE CENTERLINE OF THE FRONTAGE AC6103'ROAD, 48.5 FT (14.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A 3 FT AC6103'(0.9 M) SQUARE CONCRETE STANDPIPE, 18.5 FT (5.6 M) NORTH OF THE AC6103'CENTERLINE OF THE CANAL, 17 FT (5.2 M) SOUTH OF THE CENTER OF AN AC6103'ACCESS ROAD ON THE NORTH SIDE OF THE CANAL, 2.5 FT (0.8 M) WEST OF A AC6103'CARSONITE WITNESS POST AND ABOUT 6 FT (1.8 M) HIGHER THAN THE FRONTAGE AC6103'ROAD. THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN AC6103'DENSIFICATION SURVEY. AC6103 AC6103 STATION RECOVERY (2000) AC6103 AC6103'RECOVERY NOTE BY CALTRANS 2000 (BSJ) AC6103'RECOVERED IN GOOD CONDITION. *** retrieval complete. Elapsed Time = 00:00:00