1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AF9783 *********************************************************************** AF9783 DESIGNATION - B 114 RESET AF9783 PID - AF9783 AF9783 STATE/COUNTY- CA/SUTTER AF9783 USGS QUAD - MERIDIAN (1973) AF9783 AF9783 *CURRENT SURVEY CONTROL AF9783 ___________________________________________________________________ AF9783* NAD 83(1986)- 39 08 44. (N) 121 55 02. (W) SCALED AF9783* NAVD 88 - 24.39 (+/-2cm) 80.0 (feet) VERTCON AF9783 ___________________________________________________________________ AF9783 GEOID HEIGHT- -29.30 (meters) GEOID99 AF9783 AF9783 VERT ORDER - THIRD (See Below) AF9783 AF9783.The horizontal coordinates were scaled from a topographic map and have AF9783.an estimated accuracy of +/- 6 seconds. AF9783 AF9783.The NAVD 88 height was computed by applying the VERTCON shift value to AF9783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF9783.The vertical order pertains to the superseded datum. AF9783 AF9783.The geoid height was determined by GEOID99. AF9783 AF9783; North East Units Estimated Accuracy AF9783;SPC CA 2 - 664,170. 2,007,160. MT (+/- 180 meters Scaled) AF9783 AF9783 SUPERSEDED SURVEY CONTROL AF9783 AF9783 NGVD 29 - 23.66 (m) 77.6 (f) RESET 3 AF9783 AF9783.Superseded values are not recommended for survey control. AF9783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF9783.See file dsdata.txt to determine how the superseded data were derived. AF9783 AF9783_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ935334(NAD 83) AF9783_MARKER: DV = VERTICAL CONTROL DISK AF9783_SETTING: 31 = SIDEWALK AF9783_STAMPING: B 114 RESET 1977 AF9783_MARK LOGO: NGS AF9783_MAGNETIC: N = NO MAGNETIC MATERIAL AF9783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AF9783 AF9783 HISTORY - Date Condition Report By AF9783 HISTORY - 1977 MONUMENTED CADT AF9783 AF9783 STATION DESCRIPTION AF9783 AF9783'DESCRIBED BY CALTRANS 1977 (HWM) AF9783'AT MERIDIAN, AT THE WEST END OF TOWN, ON THE NEW STATE HIGHWAY BRIDGE AF9783'OVER THE SACRAMENTO RIVER, 21.0 FEET (6.4 M) SOUTH OF CENTERLINE OF AF9783'HIGHWAY, IN THE SIDEWALK ABOVE PIER NO 5 AND EAST LEVEE. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 KS1965 *********************************************************************** KS1965 DESIGNATION - H 18 RESET KS1965 PID - KS1965 KS1965 STATE/COUNTY- CA/SUTTER KS1965 USGS QUAD - SUTTER (1973) KS1965 KS1965 *CURRENT SURVEY CONTROL KS1965 ___________________________________________________________________ KS1965* NAD 83(1986)- 39 14 24. (N) 121 38 55. (W) SCALED KS1965* NAVD 88 - 23.937 (meters) 78.53 (feet) ADJUSTED KS1965 ___________________________________________________________________ KS1965 GEOID HEIGHT- -28.87 (meters) GEOID99 KS1965 DYNAMIC HT - 23.923 (meters) 78.49 (feet) COMP KS1965 MODELED GRAV- 980,044.5 (mgal) NAVD 88 KS1965 KS1965 VERT ORDER - FIRST CLASS II KS1965 KS1965.The horizontal coordinates were scaled from a topographic map and have KS1965.an estimated accuracy of +/- 6 seconds. KS1965 KS1965.The orthometric height was determined by differential leveling KS1965.and adjusted by the National Geodetic Survey in June 1991. KS1965 KS1965.The geoid height was determined by GEOID99. KS1965 KS1965.The dynamic height is computed by dividing the NAVD 88 KS1965.geopotential number by the normal gravity value computed on the KS1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1965.degrees latitude (g = 980.6199 gals.). KS1965 KS1965.The modeled gravity was interpolated from observed gravity values. KS1965 KS1965; North East Units Estimated Accuracy KS1965;SPC CA 2 - 674,710. 2,030,330. MT (+/- 180 meters Scaled) KS1965 KS1965 SUPERSEDED SURVEY CONTROL KS1965 KS1965 NGVD 29 - 23.25 (m) 76.3 (f) RESET 3 KS1965 KS1965.Superseded values are not recommended for survey control. KS1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1965.See file dsdata.txt to determine how the superseded data were derived. KS1965 KS1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ166442(NAD 83) KS1965_MARKER: DV = VERTICAL CONTROL DISK KS1965_SETTING: 32 = HEADWALL KS1965_STAMPING: H 18 RESET 1981 KS1965_MARK LOGO: NGS KS1965_MAGNETIC: N = NO MAGNETIC MATERIAL KS1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1965+STABILITY: SURFACE MOTION KS1965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS1965+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1988 KS1965 KS1965 HISTORY - Date Condition Report By KS1965 HISTORY - 1981 MONUMENTED CADH KS1965 HISTORY - 19880808 GOOD NGS KS1965 KS1965 STATION DESCRIPTION KS1965 KS1965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1965'3.9 KM (2.40 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM KS1965'THE JUNCTION OF ELM STREET IN LIVE OAK, IN THE SOUTHEAST END OF THE KS1965'EAST HEADWALL OF A CONCRETE CULVERT SPANNING THE SUTTER BUTTE KS1965'IRRIGATION CANAL, 27.4 M (89.9 FT) EAST OF THE NEAR RAIL, 18.0 M KS1965'(59.1 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 99, AND 0.5 M KS1965'(1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 JS0921 *********************************************************************** JS0921 DESIGNATION - MARKHAM RESET 1971 JS0921 PID - JS0921 JS0921 STATE/COUNTY- CA/SUTTER JS0921 USGS QUAD - SHERIDAN (1992) JS0921 JS0921 *CURRENT SURVEY CONTROL JS0921 ___________________________________________________________________ JS0921* NAD 83(1986)- 38 53 26. (N) 121 28 15. (W) SCALED JS0921* NAVD 88 - 18.01 (meters) 59.1 (feet) RESET JS0921 ___________________________________________________________________ JS0921 GEOID HEIGHT- -29.97 (meters) GEOID99 JS0921 JS0921 VERT ORDER - THIRD JS0921 JS0921.The horizontal coordinates were scaled from a topographic map and have JS0921.an estimated accuracy of +/- 6 seconds. JS0921 JS0921.The orthometric height was computed from unverified reset data. JS0921 JS0921.The geoid height was determined by GEOID99. JS0921 JS0921; North East Units Estimated Accuracy JS0921;SPC CA 2 - 635,990. 2,045,910. MT (+/- 180 meters Scaled) JS0921 JS0921 SUPERSEDED SURVEY CONTROL JS0921 JS0921 NGVD 29 - 17.31 (m) 56.8 (f) RESET 3 JS0921 JS0921.Superseded values are not recommended for survey control. JS0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS0921.See file dsdata.txt to determine how the superseded data were derived. JS0921 JS0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ326057(NAD 83) JS0921_MARKER: DS = TRIANGULATION STATION DISK JS0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS0921_STAMPING: MARKHAM 1939 1971 JS0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS0921+STABILITY: SURFACE MOTION JS0921 JS0921 HISTORY - Date Condition Report By JS0921 HISTORY - 1971 MONUMENTED NGS JS0921 JS0921 STATION DESCRIPTION JS0921 JS0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 JS0921'7.7 MI NE FROM CATLETT. JS0921'2.7 MILES EAST ALONG CATLETT ROAD FROM THE SACRAMENTO NORTHERN JS0921'RAILWAY CROSSING AT CATLETT, THENCE 3.5 MILES NORTH ALONG JS0921'PLEASANT GROVE ROAD, THENCE 1.0 MILE EAST ALONG MARCUM ROAD, JS0921'THENCE 0.5 MILE SOUTH ALONG A FARM ROAD, ON THE HDH RANCH OWNED JS0921'BY HARRY R. WALKER M.D., NEAR THE PLACER-SUTTER COUNTY LINE, JS0921'IN A STOCK HOLDING PEN, ABOUT 51 YARDS WEST OF THE SOUTHWEST JS0921'CORNER OF THE FARMHOUSE, 60 YARDS SOUTH OF THE SOUTH BANK OF JS0921'MARKHAM RAVINE, 72 FEET NORTHWEST OF THE NORTHWEST CORNER OF JS0921'THE GARAGE, 34.3 FEET WEST OF A CHAINLINK FENCE, 13.6 FEET JS0921'SOUTHEAST OF A CHAIN-LINK FENCE, 4.8 FEET NORTH OF A CHAIN-LINK JS0921'FENCE, AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT BELOW THE JS0921'SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 KS1964 *********************************************************************** KS1964 DESIGNATION - N 845 RESET KS1964 PID - KS1964 KS1964 STATE/COUNTY- CA/SUTTER KS1964 USGS QUAD - GRIDLEY (1973) KS1964 KS1964 *CURRENT SURVEY CONTROL KS1964 ___________________________________________________________________ KS1964* NAD 83(1986)- 39 15 32. (N) 121 39 21. (W) SCALED KS1964* NAVD 88 - 23.135 (meters) 75.90 (feet) ADJUSTED KS1964 ___________________________________________________________________ KS1964 GEOID HEIGHT- -28.81 (meters) GEOID99 KS1964 DYNAMIC HT - 23.122 (meters) 75.86 (feet) COMP KS1964 MODELED GRAV- 980,047.3 (mgal) NAVD 88 KS1964 KS1964 VERT ORDER - FIRST CLASS II KS1964 KS1964.The horizontal coordinates were scaled from a topographic map and have KS1964.an estimated accuracy of +/- 6 seconds. KS1964 KS1964.The orthometric height was determined by differential leveling KS1964.and adjusted by the National Geodetic Survey in June 1991. KS1964 KS1964.The geoid height was determined by GEOID99. KS1964 KS1964.The dynamic height is computed by dividing the NAVD 88 KS1964.geopotential number by the normal gravity value computed on the KS1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1964.degrees latitude (g = 980.6199 gals.). KS1964 KS1964.The modeled gravity was interpolated from observed gravity values. KS1964 KS1964; North East Units Estimated Accuracy KS1964;SPC CA 2 - 676,800. 2,029,700. MT (+/- 180 meters Scaled) KS1964 KS1964 SUPERSEDED SURVEY CONTROL KS1964 KS1964 NGVD 29 - 22.44 (m) 73.6 (f) RESET 3 KS1964 KS1964.Superseded values are not recommended for survey control. KS1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1964.See file dsdata.txt to determine how the superseded data were derived. KS1964 KS1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ159463(NAD 83) KS1964_MARKER: DV = VERTICAL CONTROL DISK KS1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1964_STAMPING: N 845 RESET 1981 KS1964_MARK LOGO: NGS KS1964_MAGNETIC: N = NO MAGNETIC MATERIAL KS1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1964+STABILITY: SURFACE MOTION KS1964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1964+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1988 KS1964 KS1964 HISTORY - Date Condition Report By KS1964 HISTORY - 1981 MONUMENTED CADH KS1964 HISTORY - 19880808 GOOD NGS KS1964 KS1964 STATION DESCRIPTION KS1964 KS1964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1964'1.7 KM (1.05 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM KS1964'THE JUNCTION OF ELM STREET IN LIVE OAK, 42.0 M (137.8 FT) SOUTH OF THE KS1964'EXTENDED CENTER OF BISHOP AVENUE, 18.5 M (60.7 FT) WEST OF THE CENTER KS1964'OF STATE HIGHWAY 99, 9.1 M (29.9 FT) EAST OF THE NEAR RAIL, 1.2 M KS1964'(3.9 FT) BELOW THE LEVEL OF THE TRACKS, 0.9 M (3.0 FT) NORTH OF A KS1964'UTILITY POLE, 0.9 M (3.0 FT) SOUTH OF A WITNESS POST, AND IN A KS1964'CONCRETE MONUMENT THAT PROJECTS 0.12 M (0.4 FT) ABOVE THE GROUND KS1964'SURFACE.