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 27, 2003 GU1803 *********************************************************************** GU1803 DESIGNATION - L 1196 GU1803 PID - GU1803 GU1803 STATE/COUNTY- CA/FRESNO GU1803 USGS QUAD - LA CIMA (1978) GU1803 GU1803 *CURRENT SURVEY CONTROL GU1803 ___________________________________________________________________ GU1803* NAD 83(1992)- 36 04 34.86717(N) 120 06 07.52083(W) ADJUSTED GU1803* NAVD 88 - 176.101 (meters) 577.76 (feet) ADJUSTED GU1803 ___________________________________________________________________ GU1803 EPOCH DATE - 1991.35 GU1803 X - -2,588,524.583 (meters) COMP GU1803 Y - -4,465,063.994 (meters) COMP GU1803 Z - 3,735,126.009 (meters) COMP GU1803 LAPLACE CORR- -2.58 (seconds) DEFLEC99 GU1803 ELLIP HEIGHT- 142.08 (meters) (01/22/97) GPS OBS GU1803 GEOID HEIGHT- -34.06 (meters) GEOID99 GU1803 DYNAMIC HT - 175.941 (meters) 577.23 (feet) COMP GU1803 MODELED GRAV- 979,716.6 (mgal) NAVD 88 GU1803 GU1803 HORZ ORDER - FIRST GU1803 VERT ORDER - FIRST CLASS II GU1803 ELLP ORDER - FOURTH CLASS II GU1803 GU1803.The horizontal coordinates were established by GPS observations GU1803.and adjusted by the National Geodetic Survey in January 1997. GU1803.The horizontal coordinates are valid at the epoch date displayed above. GU1803.The epoch date for horizontal control is a decimal equivalence GU1803.of Year/Month/Day. GU1803 GU1803.The orthometric height was determined by differential leveling GU1803.and adjusted by the National Geodetic Survey in August 1995. GU1803 GU1803.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU1803 GU1803.The Laplace correction was computed from DEFLEC99 derived deflections. GU1803 GU1803.The ellipsoidal height was determined by GPS observations GU1803.and is referenced to NAD 83. GU1803 GU1803.The geoid height was determined by GEOID99. GU1803 GU1803.The dynamic height is computed by dividing the NAVD 88 GU1803.geopotential number by the normal gravity value computed on the GU1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GU1803.degrees latitude (g = 980.6199 gals.). GU1803 GU1803.The modeled gravity was interpolated from observed gravity values. GU1803 GU1803; North East Units Scale Converg. GU1803;SPC CA 4 - 583,016.383 1,900,730.978 MT 0.99998644 -0 39 27.0 GU1803;SPC CA 4 - 1,912,779.58 6,235,981.55 sFT 0.99998644 -0 39 27.0 GU1803;UTM 10 - 3,996,305.209 760,964.212 MT 1.00043922 +1 42 26.8 GU1803 GU1803 SUPERSEDED SURVEY CONTROL GU1803 GU1803 NGVD 29 - 175.177 (m) 574.73 (f) ADJ UNCH 1 2 GU1803 GU1803.Superseded values are not recommended for survey control. GU1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU1803.See file dsdata.txt to determine how the superseded data were derived. GU1803 GU1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE6096496305(NAD 83) GU1803_MARKER: DB = BENCH MARK DISK GU1803_SETTING: 34 = TOP OF BRIDGE WINGWALL GU1803_STAMPING: L 1196 1969 GU1803_MARK LOGO: CGS GU1803_MAGNETIC: N = NO MAGNETIC MATERIAL GU1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU1803+STABILITY: SURFACE MOTION GU1803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU1803+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2000 GU1803 GU1803 HISTORY - Date Condition Report By GU1803 HISTORY - 1969 MONUMENTED CGS GU1803 HISTORY - 1972 GOOD NGS GU1803 HISTORY - 19890221 GOOD NGS GU1803 HISTORY - 19960325 GOOD CADT GU1803 HISTORY - 20001227 GOOD CADT GU1803 GU1803 STATION DESCRIPTION GU1803 GU1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 GU1803'8.7 MI S FROM HURON. GU1803'8.7 MILES SOUTH ALONG LASSEN AVENUE FROM THE POST OFFICE AT GU1803'HURON, IN R17E T21S, SECTION 26, IN THE TOP AND 1.0 FOOT NORTH GU1803'OF THE SOUTH END OF THE WEST CONCRETE CURB OF A BRIDGE OVER GU1803'INTERSTATE HIGHWAY 5, 16 FEET WEST OF THE CENTER LINE OF THE GU1803'AVENUE, AND ABOUT 1/2 FOOT HIGHER THAN THE AVENUE. GU1803 GU1803 STATION RECOVERY (1972) GU1803 GU1803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GU1803'RECOVERED IN GOOD CONDITION. GU1803 GU1803 STATION RECOVERY (1989) GU1803 GU1803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 GU1803'RECOVERED IN GOOD CONDITION. GU1803 GU1803 STATION RECOVERY (1996) GU1803 GU1803'RECOVERY NOTE BY CALTRANS 1996 (RGD) GU1803'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE GU1803'STATION IS LOCATED AT THE INTERSTATE HIGHWAY 5/STATE HIGHWAY 269 GU1803'(LASSEN AVENUE) INTERCHANGE, ABOUT 24 MI (38.6 KM) SOUTHWEST OF GU1803'LEMOORE, 15 MI (24.1 KM) SOUTHEAST OF COALINGA AND 6 MI (9.7 KM) NORTH GU1803'OF AVENAL. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE GU1803'HIGHWAY 5 AND STATE HIGHWAY 198, ABOUT 10 MI (16.1 KM) NORTHEAST OF GU1803'COALINGA, GO SOUTH ON INTERSTATE 5 FOR 9.4 MI (15.1 KM) TO THE JAYNE GU1803'AVENUE INTERCHANGE. CONTINUE SOUTH ON INTERSTATE 5 FOR 5.1 MI (8.2 GU1803'KM) TO THE HIGHWAY 269 (LASSEN AVENUE) OFF-RAMP. TAKE THE OFF-RAMP GU1803'SOUTH FOR 0.25 MI (0.40 KM) TO THE INTERSECTION WITH HIGHWAY 269 AND GU1803'THE STATION ON THE LEFT ON THE SOUTH END OF THE HIGHWAY 269 (LASSEN GU1803'AVENUE) OVERCROSSING. THE STATION IS SET FLUSH IN THE SIDEWALK OF THE GU1803'WEST WINGWALL OF THE SOUTH ABUTMENT OF THE HIGHWAY 269 LASSEN AVENUE) GU1803'OVERCROSSING, ABOUT 170 FT (51.8 M) SOUTH OF THE CENTERLINE OF GU1803'INTERSTATE 5, 60 FT (18.3 M) NORTH OF THE OFF-RAMP FROM SOUTH-BOUND GU1803'INTERSTATE 5, 15.0 FT (4.6 M) WEST OF THE CENTERLINE OF HIGHWAY 269, GU1803'14.0 FT (4.3 M) SOUTH OF THE NORTH EDGE OF THE ABUTMENT, 1.2 FT (0.4 GU1803'M) EAST OF THE BRIDGE RAIL, 1.0 FT (0.3 M) NORTH OF THE SOUTH END OF GU1803'THE SIDEWALK AND BRIDGE RAIL AND 0.8 FT (0.2 M) HIGHER THAN THE GU1803'ROADWAY. THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN GU1803'DENSIFICATION SURVEY. GU1803 GU1803 STATION RECOVERY (2000) GU1803 GU1803'RECOVERY NOTE BY CALTRANS 2000 (BSJ) GU1803'RECOVERED IN GOOD CONDITION. *** retrieval complete. Elapsed Time = 00:00:00