1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 DX1689 *********************************************************************** DX1689 DESIGNATION - 1502 DX1689 PID - DX1689 DX1689 STATE/COUNTY- CA/RIVERSIDE DX1689 USGS QUAD - WINCHESTER (1979) DX1689 DX1689 *CURRENT SURVEY CONTROL DX1689 ___________________________________________________________________ DX1689* NAD 83(1986)- 33 43 27. (N) 117 01 57. (W) SCALED DX1689* NAVD 88 - 459.05 (+/-2cm) 1506.1 (feet) VERTCON DX1689 ___________________________________________________________________ DX1689 GEOID HEIGHT- -32.33 (meters) GEOID99 DX1689 DX1689 VERT ORDER - SECOND CLASS 0 (See Below) DX1689 DX1689.The horizontal coordinates were scaled from a topographic map and have DX1689.an estimated accuracy of +/- 6 seconds. DX1689 DX1689.The NAVD 88 height was computed by applying the VERTCON shift value to DX1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DX1689.The vertical order pertains to the superseded datum. DX1689 DX1689.The geoid height was determined by GEOID99. DX1689 DX1689; North East Units Estimated Accuracy DX1689;SPC CA 6 - 673,010. 1,927,480. MT (+/- 180 meters Scaled) DX1689 DX1689 SUPERSEDED SURVEY CONTROL DX1689 DX1689 NGVD 29 - 458.300 (m) 1503.61 (f) ADJUSTED 2 0 DX1689 DX1689.Superseded values are not recommended for survey control. DX1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX1689.See file dsdata.txt to determine how the superseded data were derived. DX1689 DX1689_MARKER: P = PIPE CAP DX1689_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND DX1689_STAMPING: 1502 SEA DX1689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DX1689 DX1689 HISTORY - Date Condition Report By DX1689 HISTORY - UNK MONUMENTED USGS DX1689 HISTORY - 1935 GOOD NGS DX1689 HISTORY - 1968 GOOD MWDSC DX1689 HISTORY - 20020929 MARK NOT FOUND INDIV DX1689 DX1689 STATION DESCRIPTION DX1689 DX1689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 DX1689'3.9 MI SW FROM HEMET. DX1689'3.9 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE DX1689'RAILWAY FROM THE STATION AT HEMET, RIVERSIDE COUNTY, 1.3 MILES DX1689'SOUTHWEST OF THE EGAN SIGN, 0.2 MILE NORTHEAST OF MILEPOST 13, DX1689'ON THE LINE BETWEEN RANGES 1 AND 2 WEST AND SECTION 5 SOUTH, DX1689'66 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF A PUBLIC DX1689'ROAD, 46 FEET NORTH OF THE CENTERLINE OF THE TRACK, 34 FEET WEST DX1689'OF A FENCE CORNER, AND 0.5 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE. DX1689'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1502 SEA DX1689'AND RIVETED ON THE TOP OF AN IRON PIPE. DX1689 DX1689 STATION RECOVERY (1968) DX1689 DX1689'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1968 DX1689'RECOVERED IN GOOD CONDITION. DX1689 DX1689 STATION RECOVERY (2002) DX1689 DX1689'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MAV) DX1689'IT IS BELIVED THAT THE BENCHMARK IS NO LONGER THERE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 DX0761 *********************************************************************** DX0761 DESIGNATION - X 327 DX0761 PID - DX0761 DX0761 STATE/COUNTY- CA/RIVERSIDE DX0761 USGS QUAD - HEMET (1996) DX0761 DX0761 *CURRENT SURVEY CONTROL DX0761 ___________________________________________________________________ DX0761* NAD 83(1986)- 33 44 29. (N) 116 59 20. (W) SCALED DX0761* NAVD 88 - 473.83 (+/-2cm) 1554.6 (feet) VERTCON DX0761 ___________________________________________________________________ DX0761 GEOID HEIGHT- -32.30 (meters) GEOID99 DX0761 DX0761 VERT ORDER - SECOND CLASS 0 (See Below) DX0761 DX0761.The horizontal coordinates were scaled from a topographic map and have DX0761.an estimated accuracy of +/- 6 seconds. DX0761 DX0761.The NAVD 88 height was computed by applying the VERTCON shift value to DX0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DX0761.The vertical order pertains to the superseded datum. DX0761 DX0761.The geoid height was determined by GEOID99. DX0761 DX0761; North East Units Estimated Accuracy DX0761;SPC CA 6 - 674,890. 1,931,530. MT (+/- 180 meters Scaled) DX0761 DX0761 SUPERSEDED SURVEY CONTROL DX0761 DX0761 NGVD 29 - 473.086 (m) 1552.12 (f) ADJUSTED 2 0 DX0761 DX0761.Superseded values are not recommended for survey control. DX0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX0761.See file dsdata.txt to determine how the superseded data were derived. DX0761 DX0761_MARKER: DB = BENCH MARK DISK DX0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DX0761_STAMPING: X 327 1935 DX0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DX0761+STABILITY: SURFACE MOTION DX0761 DX0761 HISTORY - Date Condition Report By DX0761 HISTORY - 1935 MONUMENTED CGS DX0761 HISTORY - 1958 GOOD NGS DX0761 HISTORY - 20020929 MARK NOT FOUND INDIV DX0761 DX0761 STATION DESCRIPTION DX0761 DX0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 DX0761'1.2 MI SW FROM HEMET. DX0761'1.2 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE DX0761'RAILWAY FROM THE STATION AT HEMET, RIVERSIDE COUNTY, 0.1 MILE DX0761'SOUTHWEST OF MILEPOST 16, 27 FEET NORTHWEST OF THE CENTER OF A DX0761'PUBLIC-ROAD CROSSING, 17 FEET NORTH OF THE CENTERLINE OF THE DX0761'TRACK, AND 3.2 FEET WEST OF CROSSING-WARNING SIGNAL 2 S 15.9. DX0761'A STANDARD DISK, STAMPED X 327 1935 AND SET IN THE TOP OF A DX0761'CONCRETE POST. DX0761 DX0761 STATION RECOVERY (1958) DX0761 DX0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 DX0761'RECOVERED IN GOOD CONDITION. DX0761 DX0761 STATION RECOVERY (2002) DX0761 DX0761'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MAV) DX0761'IT IS BELIVED THAT THE BENCHMARK IS NO LONGER THERE.