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 16, 2003 HS1089 *********************************************************************** HS1089 DESIGNATION - P 817 RESET HS1089 PID - HS1089 HS1089 STATE/COUNTY- CA/MADERA HS1089 USGS QUAD - CHOWCHILLA (1976) HS1089 HS1089 *CURRENT SURVEY CONTROL HS1089 ___________________________________________________________________ HS1089* NAD 83(1986)- 37 05 00. (N) 120 21 13. (W) SCALED HS1089* NAVD 88 - 57.350 (meters) 188.16 (feet) ADJUSTED HS1089 ___________________________________________________________________ HS1089 GEOID HEIGHT- -32.49 (meters) GEOID99 HS1089 DYNAMIC HT - 57.305 (meters) 188.01 (feet) COMP HS1089 MODELED GRAV- 979,859.5 (mgal) NAVD 88 HS1089 HS1089 VERT ORDER - FIRST CLASS I HS1089 HS1089.The horizontal coordinates were scaled from a topographic map and have HS1089.an estimated accuracy of +/- 6 seconds. HS1089 HS1089.The orthometric height was determined by differential leveling HS1089.and adjusted by the National Geodetic Survey in June 1991. HS1089 HS1089.The geoid height was determined by GEOID99. HS1089 HS1089.The dynamic height is computed by dividing the NAVD 88 HS1089.geopotential number by the normal gravity value computed on the HS1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS1089.degrees latitude (g = 980.6199 gals.). HS1089 HS1089.The modeled gravity was interpolated from observed gravity values. HS1089 HS1089; North East Units Estimated Accuracy HS1089;SPC CA 3 - 564,750. 2,013,020. MT (+/- 180 meters Scaled) HS1089 HS1089 SUPERSEDED SURVEY CONTROL HS1089 HS1089 NGVD 29 (??/??/92) 56.91 (m) 186.7 (f) COMPUTED 1 1 HS1089 HS1089.Superseded values are not recommended for survey control. HS1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1089.See file dsdata.txt to determine how the superseded data were derived. HS1089 HS1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG352073(NAD 83) HS1089_MARKER: DB = BENCH MARK DISK HS1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1089_STAMPING: P 817 RESET 1967 HS1089_MARK LOGO: CGS HS1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1089+STABILITY: SURFACE MOTION HS1089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS1089+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1988 HS1089 HS1089 HISTORY - Date Condition Report By HS1089 HISTORY - 1967 MONUMENTED CGS HS1089 HISTORY - 1972 GOOD NGS HS1089 HISTORY - 19881115 GOOD NGS HS1089 HS1089 STATION DESCRIPTION HS1089 HS1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS1089'5.8 MI SW FROM CHOWCHILLA. HS1089'2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 233 FROM WILSON GRAMMAR HS1089'SCHOOL AT CHOWCHILLA, THENCE 3.1 MILES WEST ALONG STATE HIGHWAY 152, HS1089'0.35 MILE WEST OF THE JUNCTION OF ROAD 11, 0.3 MILE EAST OF THE HS1089'EAST END OF A BRIDGE OVER ASH SLOUGH, 47 FEET SOUTH OF THE CENTER HS1089'LINE OF THE EASTBOUND LANES OF THE HIGHWAY, 109 FEET EAST OF A HS1089'FENCE CORNER, 0.8 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 1.2 HS1089'FEET WEST OF A PADDLE BOARD STENCILED USBM P 817, ABOUT 1 FOOT HS1089'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST HS1089'FLUSH WITH THE GROUND. SEC 8 T10S R15E. HS1089 HS1089 STATION RECOVERY (1988) HS1089 HS1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1089'RECOVERED IN GOOD CONDITION. *** retrieval complete. Elapsed Time = 00:00:01