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 19, 2003 HS1103 *********************************************************************** HS1103 DESIGNATION - D 158 RESET HS1103 PID - HS1103 HS1103 STATE/COUNTY- CA/MADERA HS1103 USGS QUAD - BLISS RANCH (1977) HS1103 HS1103 *CURRENT SURVEY CONTROL HS1103 ___________________________________________________________________ HS1103* NAD 83(1986)- 37 05 00. (N) 120 26 59. (W) SCALED HS1103* NAVD 88 - 46.480 (meters) 152.49 (feet) ADJUSTED HS1103 ___________________________________________________________________ HS1103 GEOID HEIGHT- -32.60 (meters) GEOID99 HS1103 DYNAMIC HT - 46.444 (meters) 152.38 (feet) COMP HS1103 MODELED GRAV- 979,866.2 (mgal) NAVD 88 HS1103 HS1103 VERT ORDER - FIRST CLASS I HS1103 HS1103.The horizontal coordinates were scaled from a topographic map and have HS1103.an estimated accuracy of +/- 6 seconds. HS1103 HS1103.The orthometric height was determined by differential leveling HS1103.and adjusted by the National Geodetic Survey in June 1991. HS1103 HS1103.The geoid height was determined by GEOID99. HS1103 HS1103.The dynamic height is computed by dividing the NAVD 88 HS1103.geopotential number by the normal gravity value computed on the HS1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS1103.degrees latitude (g = 980.6199 gals.). HS1103 HS1103.The modeled gravity was interpolated from observed gravity values. HS1103 HS1103; North East Units Estimated Accuracy HS1103;SPC CA 3 - 564,740. 2,004,470. MT (+/- 180 meters Scaled) HS1103 HS1103 SUPERSEDED SURVEY CONTROL HS1103 HS1103 NGVD 29 - 46.212 (m) 151.61 (f) ADJ UNCH 1 1 HS1103 HS1103.Superseded values are not recommended for survey control. HS1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1103.See file dsdata.txt to determine how the superseded data were derived. HS1103 HS1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG266071(NAD 83) HS1103_MARKER: DB = BENCH MARK DISK HS1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1103_STAMPING: D 158 RESET 1966 HS1103_MARK LOGO: CGS HS1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1103+STABILITY: SURFACE MOTION HS1103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS1103+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1988 HS1103 HS1103 HISTORY - Date Condition Report By HS1103 HISTORY - 1966 MONUMENTED CGS HS1103 HISTORY - 1972 GOOD NGS HS1103 HISTORY - 19881115 GOOD NGS HS1103 HS1103 STATION DESCRIPTION HS1103 HS1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS1103'11.2 MI SW FROM CHOWCHILLA. HS1103'2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 233 FROM WILSON GRAMMAR HS1103'SCHOOL AT CHOWCHILLA, THENCE 8.45 MILES WEST ALONG STATE HIGHWAY 152, HS1103'0.3 MILE EAST OF THE JUNCTION OF ROAD 5, 0.05 MILE EAST OF CULVERT HS1103'2/35, 47 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANES HS1103'OF THE HIGHWAY, 164 FEET WEST OF A POWER POLE, 1.0 FOOT SOUTH HS1103'OF THE NORTH RIGHT-OF-WAY FENCE, 1.2 FEET EAST OF A WITNESS POST, HS1103'ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A HS1103'CONCRETE POST FLUSH WITH THE GROUND. HS1103 HS1103 STATION RECOVERY (1988) HS1103 HS1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1103'RECOVERED IN GOOD CONDITION. *** retrieval complete. Elapsed Time = 00:00:01