1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 JS2296 *********************************************************************** JS2296 DESIGNATION - A 967 JS2296 PID - JS2296 JS2296 STATE/COUNTY- CA/YOLO JS2296 USGS QUAD - SACRAMENTO WEST (1992) JS2296 JS2296 *CURRENT SURVEY CONTROL JS2296 ___________________________________________________________________ JS2296* NAD 83(1986)- 38 34 25. (N) 121 34 58. (W) SCALED JS2296* NAVD 88 - 10.284 (meters) 33.74 (feet) ADJUSTED JS2296 ___________________________________________________________________ JS2296 GEOID HEIGHT- -30.89 (meters) GEOID03 JS2296 DYNAMIC HT - 10.278 (meters) 33.72 (feet) COMP JS2296 MODELED GRAV- 980,013.2 (mgal) NAVD 88 JS2296 JS2296 VERT ORDER - FIRST CLASS I JS2296 JS2296.The horizontal coordinates were scaled from a topographic map and have JS2296.an estimated accuracy of +/- 6 seconds. JS2296 JS2296.The orthometric height was determined by differential leveling JS2296.and adjusted by the National Geodetic Survey in June 1991. JS2296 JS2296.The geoid height was determined by GEOID03. JS2296 JS2296.The dynamic height is computed by dividing the NAVD 88 JS2296.geopotential number by the normal gravity value computed on the JS2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JS2296.degrees latitude (g = 980.6199 gals.). JS2296 JS2296.The modeled gravity was interpolated from observed gravity values. JS2296 JS2296; North East Units Estimated Accuracy JS2296;SPC CA 2 - 600,760. 2,036,360. MT (+/- 180 meters Scaled) JS2296 JS2296 SUPERSEDED SURVEY CONTROL JS2296 JS2296 NGVD 29 (??/??/??) 9.51 (m) 31.2 (f) RESET 3 JS2296 JS2296.Superseded values are not recommended for survey control. JS2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS2296.See file dsdata.txt to determine how the superseded data were derived. JS2296 JS2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH234704(NAD 83) JS2296_MARKER: DD = SURVEY DISK JS2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS2296_SP_SET: SET IN TOP OF CONCRETE MONUMENT JS2296_STAMPING: A 967 1964 JS2296_MARK LOGO: CADH JS2296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS2296+STABILITY: SURFACE MOTION JS2296 JS2296 HISTORY - Date Condition Report By JS2296 HISTORY - 1964 MONUMENTED CADH JS2296 HISTORY - 1964 GOOD NGS JS2296 HISTORY - 20050729 MARK NOT FOUND GEOCAC JS2296 JS2296 STATION DESCRIPTION JS2296 JS2296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 JS2296'3.8 MI W FROM WEST SACRAMENTO. JS2296'3.55 MILES WEST ALONG WEST CAPITOL AVENUE FROM THE SACRAMENTO JS2296'NORTHERN RAILROAD OVERPASS AT WEST SACRAMENTO, THENCE 0.2 MILE JS2296'WEST ALONG U.S. HIGHWAY 40, AT THE EAST END OF THE YOLO CAUSEWAY, JS2296'BETWEEN HIGHWAY LANES, 35 FEET SOUTH OF THE CENTER LINE OF THE JS2296'NORTH LANES, 35 FEET NORTH OF THE CENTER LINE OF THE SOUTH LANES, JS2296'15 FEET SOUTH OF THE EAST END OF THE SOUTH GUARDRAIL OF BRIDGE JS2296'22-45-LT, 0.8 FOOT EAST OF CULVERT SIGN C562+70.00, ABOUT LEVEL JS2296'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING JS2296'0.2 FOOT ABOVE THE GROUND. JS2296 JS2296 STATION RECOVERY (2005) JS2296 JS2296'RECOVERY NOTE BY GEOCACHING 2005 (MDN) JS2296'CALTRANS WIDENED AND JOINED BRIDGES IN 1986. LOCATION DESCRIBED NOW JS2296'PAVED OVER AND POSSIBLY UNDERNEATH TRAFFIC LANES. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 JS2295 *********************************************************************** JS2295 DESIGNATION - H 128 RESET JS2295 PID - JS2295 JS2295 STATE/COUNTY- CA/YOLO JS2295 USGS QUAD - SACRAMENTO WEST (1992) JS2295 JS2295 *CURRENT SURVEY CONTROL JS2295 ___________________________________________________________________ JS2295* NAD 83(1986)- 38 34 24. (N) 121 34 58. (W) SCALED JS2295* NAVD 88 - 10.729 (meters) 35.20 (feet) ADJUSTED JS2295 ___________________________________________________________________ JS2295 GEOID HEIGHT- -30.89 (meters) GEOID03 JS2295 DYNAMIC HT - 10.723 (meters) 35.18 (feet) COMP JS2295 MODELED GRAV- 980,013.1 (mgal) NAVD 88 JS2295 JS2295 VERT ORDER - FIRST CLASS I JS2295 JS2295.The horizontal coordinates were scaled from a topographic map and have JS2295.an estimated accuracy of +/- 6 seconds. JS2295 JS2295.The orthometric height was determined by differential leveling JS2295.and adjusted by the National Geodetic Survey in June 1991. JS2295 JS2295.The geoid height was determined by GEOID03. JS2295 JS2295.The dynamic height is computed by dividing the NAVD 88 JS2295.geopotential number by the normal gravity value computed on the JS2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JS2295.degrees latitude (g = 980.6199 gals.). JS2295 JS2295.The modeled gravity was interpolated from observed gravity values. JS2295 JS2295; North East Units Estimated Accuracy JS2295;SPC CA 2 - 600,730. 2,036,360. MT (+/- 180 meters Scaled) JS2295 JS2295 SUPERSEDED SURVEY CONTROL JS2295 JS2295 NGVD 29 (??/??/92) 9.953 (m) 32.65 (f) ADJ UNCH 1 1 JS2295 JS2295.Superseded values are not recommended for survey control. JS2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS2295.See file dsdata.txt to determine how the superseded data were derived. JS2295 JS2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH234703(NAD 83) JS2295_MARKER: DD = SURVEY DISK JS2295_SETTING: 30 = SET IN A LIGHT STRUCTURE JS2295_SP_SET: CURB JS2295_STAMPING: H 128 RESET 1969 JS2295_MARK LOGO: CGS JS2295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JS2295 JS2295 HISTORY - Date Condition Report By JS2295 HISTORY - 1969 MONUMENTED CADH JS2295 HISTORY - 1969 GOOD CGS JS2295 HISTORY - 20050729 MARK NOT FOUND GEOCAC JS2295 JS2295 STATION DESCRIPTION JS2295 JS2295'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 JS2295'3.8 MI W FROM WEST SACRAMENTO. JS2295'3.55 MILES WEST ALONG WEST CAPITOL AVENUE FROM THE SACRAMENTO JS2295'NORTHERN RAILROAD OVERPASS AT WEST SACRAMENTO, THENCE 0.2 MILE JS2295'WEST ALONG U.S. HIGHWAY 40, AT THE EAST END OF THE YOLO CAUSEWAY, JS2295'IN THE TOP OF THE SOUTH CONCRETE CURB OF THE SOUTH BRIDGE OVER JS2295'THE CAUSEWAY, 80 FEET WEST OF THE EAST END OF THE CURB, 87 FEET JS2295'SOUTH OF BENCH MARK A 967 (CDH), AND ABOUT 1/2 FOOT HIGHER THAN JS2295'THE HIGHWAY. JS2295 JS2295 STATION RECOVERY (2005) JS2295 JS2295'RECOVERY NOTE BY GEOCACHING 2005 (MDN) JS2295'CALTRANS WIDENED AND JOINED BRIDGES IN 1986. CURB DESCRIBED APPEARS JS2295'TO HAVE BEEN REMOVED. THE HIGHWAY IS NOW MARKED INTERSTATE 80.