1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 JS1028 *********************************************************************** JS1028 DESIGNATION - B 461 JS1028 PID - JS1028 JS1028 STATE/COUNTY- CA/SACRAMENTO JS1028 USGS QUAD - SACRAMENTO EAST (1992) JS1028 JS1028 *CURRENT SURVEY CONTROL JS1028 ___________________________________________________________________ JS1028* NAD 83(1986)- 38 30 38. (N) 121 28 02. (W) SCALED JS1028* NAVD 88 - 7.53 (+/-2cm) 24.7 (feet) VERTCON JS1028 ___________________________________________________________________ JS1028 GEOID HEIGHT- -30.82 (meters) GEOID99 JS1028 JS1028 VERT ORDER - FIRST CLASS II (See Below) JS1028 JS1028.The horizontal coordinates were scaled from a topographic map and have JS1028.an estimated accuracy of +/- 6 seconds. JS1028 JS1028.The NAVD 88 height was computed by applying the VERTCON shift value to JS1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS1028.The vertical order pertains to the superseded datum. JS1028 JS1028.The geoid height was determined by GEOID99. JS1028 JS1028; North East Units Estimated Accuracy JS1028;SPC CA 2 - 593,810. 2,046,470. MT (+/- 180 meters Scaled) JS1028 JS1028 SUPERSEDED SURVEY CONTROL JS1028 JS1028 NGVD 29 - 6.766 (m) 22.20 (f) ADJ UNCH 1 2 JS1028 JS1028.Superseded values are not recommended for survey control. JS1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1028.See file dsdata.txt to determine how the superseded data were derived. JS1028 JS1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH336635(NAD 83) JS1028_MARKER: DB = BENCH MARK DISK JS1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1028_STAMPING: B 461 1950 JS1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1028+STABILITY: SURFACE MOTION JS1028 JS1028 HISTORY - Date Condition Report By JS1028 HISTORY - 1950 MONUMENTED CGS JS1028 HISTORY - 20030626 MARK NOT FOUND CADWR JS1028 JS1028 STATION DESCRIPTION JS1028 JS1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 JS1028'4.3 MI W FROM FLORIN. JS1028'3.2 MILES WEST ALONG FLORIN ROAD FROM THE SCHOOL AT FLORIN, THENCE JS1028'1.1 MILES NORTH ALONG FRANKLIN BOULEVARD, AT THE INTERSECTION JS1028'OF 47TH AVENUE, 46.0 FEET WEST OF THE CENTER LINE OF THE BOULEVARD, JS1028'34.0 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 21.0 FEET JS1028'NORTHEAST OF THE CENTER OF THE NORTHWEST END OF A 24-INCH JS1028'CORRUGATED METAL PIPE CULVERT, 15.0 FEET NORTH OF A POWER LINE JS1028'POLE WITH GUY WIRES, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL JS1028'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING JS1028'0.3 FOOT ABOVE THE GROUND. JS1028 JS1028 STATION RECOVERY (2003) JS1028 JS1028'RECOVERY NOTE BY CA DEPT OF WATER RES 2003 (MSG) JS1028'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 JS2353 *********************************************************************** JS2353 TIDAL BM - This is a Tidal Bench Mark. JS2353 DESIGNATION - BM USE RESET 1964 JS2353 PID - JS2353 JS2353 STATE/COUNTY- CA/SACRAMENTO JS2353 USGS QUAD - SACRAMENTO WEST (1992) JS2353 JS2353 *CURRENT SURVEY CONTROL JS2353 ___________________________________________________________________ JS2353* NAD 83(1986)- 38 34 48. (N) 121 30 23. (W) SCALED JS2353* NAVD 88 - 9.744 (meters) 31.97 (feet) ADJUSTED JS2353 ___________________________________________________________________ JS2353 GEOID HEIGHT- -30.77 (meters) GEOID99 JS2353 DYNAMIC HT - 9.738 (meters) 31.95 (feet) COMP JS2353 MODELED GRAV- 980,002.9 (mgal) NAVD 88 JS2353 JS2353 VERT ORDER - FIRST CLASS I JS2353 JS2353.The horizontal coordinates were scaled from a topographic map and have JS2353.an estimated accuracy of +/- 6 seconds. JS2353 JS2353.The orthometric height was determined by differential leveling JS2353.and adjusted by the National Geodetic Survey in June 1991. JS2353 JS2353.This Tidal Bench Mark is designated as VM 11390 JS2353.by the Center for Operational Oceanographic Products and Services. JS2353 JS2353.The geoid height was determined by GEOID99. JS2353 JS2353.The dynamic height is computed by dividing the NAVD 88 JS2353.geopotential number by the normal gravity value computed on the JS2353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JS2353.degrees latitude (g = 980.6199 gals.). JS2353 JS2353.The modeled gravity was interpolated from observed gravity values. JS2353 JS2353; North East Units Estimated Accuracy JS2353;SPC CA 2 - 601,500. 2,043,010. MT (+/- 180 meters Scaled) JS2353 JS2353 SUPERSEDED SURVEY CONTROL JS2353 JS2353 NGVD 29 - 8.97 (m) 29.4 (f) RESET 3 JS2353 JS2353.Superseded values are not recommended for survey control. JS2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS2353.See file dsdata.txt to determine how the superseded data were derived. JS2353 JS2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH300712(NAD 83) JS2353_MARKER: DB = BENCH MARK DISK JS2353_SETTING: 30 = CURB JS2353_STAMPING: B M USED RESET 1964 JS2353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JS2353 JS2353 HISTORY - Date Condition Report By JS2353 HISTORY - 1964 MONUMENTED DOD JS2353 HISTORY - 1969 GOOD NGS JS2353 HISTORY - 20030626 MARK NOT FOUND CADWR JS2353 JS2353 STATION DESCRIPTION JS2353 JS2353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 JS2353'AT SACRAMENTO. JS2353'AT SACRAMENTO, NEAR THE EAST END OF TOWER BRIDGE OVER SACRAMENTO JS2353'RIVER, AT THE SOUTHEAST CORNER OF THE JUNCTION OF CAPITOL MALL JS2353'AND FRONT STREETS, IN THE TOP OF THE EAST CURB OF FRONT STREET, JS2353'25.0 FEET SOUTH OF THE SOUTH CURB OF CAPITAL MALL, AND ABOUT JS2353'1/2 FOOT HIGHER THAN THE STREET. JS2353 JS2353 STATION RECOVERY (2003) JS2353 JS2353'RECOVERY NOTE BY CA DEPT OF WATER RES 2003 (MSG) JS2353'MONUMENT DESTROYED BY THE CONSTRUCTION OF EMBASSY SUITES. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 JS1053 *********************************************************************** JS1053 DESIGNATION - C 462 JS1053 PID - JS1053 JS1053 STATE/COUNTY- CA/SACRAMENTO JS1053 USGS QUAD - FLORIN (1980) JS1053 JS1053 *CURRENT SURVEY CONTROL JS1053 ___________________________________________________________________ JS1053* NAD 83(1986)- 38 26 49. (N) 121 26 37. (W) SCALED JS1053* NAVD 88 - 7.08 (+/-2cm) 23.2 (feet) VERTCON JS1053 ___________________________________________________________________ JS1053 GEOID HEIGHT- -30.86 (meters) GEOID99 JS1053 JS1053 VERT ORDER - SECOND CLASS 0 (See Below) JS1053 JS1053.The horizontal coordinates were scaled from a topographic map and have JS1053.an estimated accuracy of +/- 6 seconds. JS1053 JS1053.The NAVD 88 height was computed by applying the VERTCON shift value to JS1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS1053.The vertical order pertains to the superseded datum. JS1053 JS1053.The geoid height was determined by GEOID99. JS1053 JS1053; North East Units Estimated Accuracy JS1053;SPC CA 2 - 586,770. 2,048,570. MT (+/- 180 meters Scaled) JS1053 JS1053 SUPERSEDED SURVEY CONTROL JS1053 JS1053 NGVD 29 - 6.335 (m) 20.78 (f) ADJ UNCH 2 0 JS1053 JS1053.Superseded values are not recommended for survey control. JS1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1053.See file dsdata.txt to determine how the superseded data were derived. JS1053 JS1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH358565(NAD 83) JS1053_MARKER: DB = BENCH MARK DISK JS1053_SETTING: 36 = BRIDGE CURB JS1053_STAMPING: C 462 1950 JS1053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JS1053 JS1053 HISTORY - Date Condition Report By JS1053 HISTORY - 1950 MONUMENTED CGS JS1053 HISTORY - 20030626 MARK NOT FOUND CADWR JS1053 JS1053 STATION DESCRIPTION JS1053 JS1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 JS1053'5 MI N FROM FRANKLIN. JS1053'5.0 MILES NORTH ALONG FRANKLIN BOULEVARD FROM THE SCHOOL AT JS1053'FRANKLIN, IN THE TOP OF THE SOUTH END OF THE CONCRETE CURB JS1053'OF A LONG CONCRETE BRIDGE, 19.0 FEET WEST OF THE CENTER LINE OF JS1053'THE BOULEVARD, 3.6 FEET NORTH OF THE SOUTH END OF THE CURB, JS1053'ABOUT 1.0 FOOT HIGHER THAN THE BOULEVARD, AND MARKED BY THE JS1053'BLACK PAINT-LETTERS USBM JS1053 JS1053 STATION RECOVERY (2003) JS1053 JS1053'RECOVERY NOTE BY CA DEPT OF WATER RES 2003 (MSG) JS1053'APPEARS TO HAVE BEEN DESTROYED BY ROAD IMPROVEMENTS.