1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 JS2356 *********************************************************************** JS2356 DESIGNATION - 94 USE JS2356 PID - JS2356 JS2356 STATE/COUNTY- CA/SACRAMENTO JS2356 USGS QUAD - SACRAMENTO WEST (1992) JS2356 JS2356 *CURRENT SURVEY CONTROL JS2356 ___________________________________________________________________ JS2356* NAD 83(1986)- 38 32 43. (N) 121 30 30. (W) SCALED JS2356* NAVD 88 - 11.21 (+/-2cm) 36.8 (feet) VERTCON JS2356 ___________________________________________________________________ JS2356 GEOID HEIGHT- -30.83 (meters) GEOID99 JS2356 JS2356 VERT ORDER - THIRD (See Below) JS2356 JS2356.The horizontal coordinates were scaled from a topographic map and have JS2356.an estimated accuracy of +/- 6 seconds. JS2356 JS2356.The NAVD 88 height was computed by applying the VERTCON shift value to JS2356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS2356.The vertical order pertains to the superseded datum. JS2356 JS2356.The geoid height was determined by GEOID99. JS2356 JS2356; North East Units Estimated Accuracy JS2356;SPC CA 2 - 597,650. 2,042,860. MT (+/- 180 meters Scaled) JS2356 JS2356 SUPERSEDED SURVEY CONTROL JS2356 JS2356 NGVD 29 - 10.43 (m) 34.2 (f) RESET 3 JS2356 JS2356.Superseded values are not recommended for survey control. JS2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS2356.See file dsdata.txt to determine how the superseded data were derived. JS2356 JS2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH299673(NAD 83) JS2356_MARKER: DD = SURVEY DISK JS2356_SETTING: 36 = BRIDGE JS2356_STAMPING: 94 37.14 JS2356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JS2356 JS2356 HISTORY - Date Condition Report By JS2356 HISTORY - UNK MONUMENTED DOD JS2356 HISTORY - 1960 GOOD NGS JS2356 HISTORY - 20030527 MARK NOT FOUND CADWR JS2356 JS2356 STATION DESCRIPTION JS2356 JS2356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 JS2356'2.4 MI S FROM SACRAMENTO. JS2356'2.45 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JS2356'CROSSING OF CAPITOL AVENUE AT SACRAMENTO, 1 POLE NORTHWEST JS2356'OF MILEPOLE 92, IN TOP OF THE NORTHEAST END OF THE SOUTHEAST JS2356'CONCRETE ABUTMENT OF A STEEL TRUSS BRIDGE OVER RIVERSIDE JS2356'BOULEVARD, 17.3 FEET NORTHEAST OF THE NORTHEAST RAIL, AND JS2356'ABOUT LEVEL WITH THE TRACK. JS2356 JS2356 STATION RECOVERY (2003) JS2356 JS2356'RECOVERY NOTE BY CA DEPT OF WATER RES 2003 JS2356'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 JS1016 *********************************************************************** JS1016 DESIGNATION - B 744 JS1016 PID - JS1016 JS1016 STATE/COUNTY- CA/SACRAMENTO JS1016 USGS QUAD - SACRAMENTO EAST (1992) JS1016 JS1016 *CURRENT SURVEY CONTROL JS1016 ___________________________________________________________________ JS1016* NAD 83(1986)- 38 33 09. (N) 121 29 17. (W) SCALED JS1016* NAVD 88 - 6.01 (+/-2cm) 19.7 (feet) VERTCON JS1016 ___________________________________________________________________ JS1016 GEOID HEIGHT- -30.79 (meters) GEOID99 JS1016 JS1016 VERT ORDER - FIRST CLASS II (See Below) JS1016 JS1016.The horizontal coordinates were scaled from a topographic map and have JS1016.an estimated accuracy of +/- 6 seconds. JS1016 JS1016.The NAVD 88 height was computed by applying the VERTCON shift value to JS1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS1016.The vertical order pertains to the superseded datum. JS1016 JS1016.The geoid height was determined by GEOID99. JS1016 JS1016; North East Units Estimated Accuracy JS1016;SPC CA 2 - 598,460. 2,044,620. MT (+/- 180 meters Scaled) JS1016 JS1016 SUPERSEDED SURVEY CONTROL JS1016 JS1016 NGVD 29 - 5.240 (m) 17.19 (f) ADJ UNCH 1 2 JS1016 JS1016.Superseded values are not recommended for survey control. JS1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1016.See file dsdata.txt to determine how the superseded data were derived. JS1016 JS1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH317682(NAD 83) JS1016_MARKER: DB = BENCH MARK DISK JS1016_SETTING: 36 = PORTAL HEADWALL JS1016_STAMPING: B 744 1945 JS1016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JS1016 JS1016 HISTORY - Date Condition Report By JS1016 HISTORY - 1945 MONUMENTED CGS JS1016 HISTORY - 20030527 MARK NOT FOUND CADWR JS1016 JS1016 STATION DESCRIPTION JS1016 JS1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 JS1016'AT SACRAMENTO. JS1016'AT SACRAMENTO, IN THE SOUTHEAST ANGLE OF CROSSING OF WESTERN JS1016'PACIFIC RAILWAY AND FREEPORT ROAD (FREEPORT ROAD IS THE JS1016'CONTINUATION TO SOUTH ACROSS TRACKS OF 21ST STREET WHICH MAKES JS1016'TURN TO SOUTHEAST ALONG TRACK AT THIS POINT), 115.0 FEET JS1016'SOUTHEAST OF CENTER-LINE OF CROSSING, SET IN THE CONCRETE JS1016'HEADWALL OF THE NORTHEAST PORTAL OF PEDESTRIAN SUBWAY UNDER JS1016'RAILWAY, 0.5 FOOT SOUTHEAST OF THE NORTHWEST END OF HEADWALL, 8.4 JS1016'FEET NORTHEAST OF THE NORTHEAST RAIL, LEVEL WITH THE BASE OF JS1016'RAILS. AN IRON BENCH-MARK DISK, STAMPED B 744 1945. JS1016 JS1016 STATION RECOVERY (2003) JS1016 JS1016'RECOVERY NOTE BY CA DEPT OF WATER RES 2003 JS1016'MARK NOT FOUND, AREA HAS BEEN RECONSTRUCTED. THERE IS NO LONGER A JS1016'PEDESTRIAN SUBWAY.