1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 DC2143 *********************************************************************** DC2143 DESIGNATION - 747.3 RESET DC2143 PID - DC2143 DC2143 STATE/COUNTY- CA/SAN DIEGO DC2143 USGS QUAD - JAMUL MOUNTAINS (1994) DC2143 DC2143 *CURRENT SURVEY CONTROL DC2143 ___________________________________________________________________ DC2143* NAD 83(1986)- 32 43 20. (N) 116 53 30. (W) SCALED DC2143* NAVD 88 - 227.96 (+/-2cm) 747.9 (feet) VERTCON DC2143 ___________________________________________________________________ DC2143 GEOID HEIGHT- -33.51 (meters) GEOID99 DC2143 DC2143 VERT ORDER - THIRD (See Below) DC2143 DC2143.The horizontal coordinates were scaled from a topographic map and have DC2143.an estimated accuracy of +/- 6 seconds. DC2143 DC2143.The NAVD 88 height was computed by applying the VERTCON shift value to DC2143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DC2143.The vertical order pertains to the superseded datum. DC2143 DC2143.The geoid height was determined by GEOID99. DC2143 DC2143; North East Units Estimated Accuracy DC2143;SPC CA 6 - 561,800. 1,939,850. MT (+/- 180 meters Scaled) DC2143 DC2143 SUPERSEDED SURVEY CONTROL DC2143 DC2143 NGVD 29 - 227.29 (m) 745.7 (f) RESET 3 DC2143 DC2143.Superseded values are not recommended for survey control. DC2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC2143.See file dsdata.txt to determine how the superseded data were derived. DC2143 DC2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS101204(NAD 83) DC2143_MARKER: I = METAL ROD DC2143_SETTING: 32 = HEADWALL DC2143_MARK LOGO: NONE DC2143_MAGNETIC: N = NO MAGNETIC MATERIAL DC2143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DC2143+STABILITY: SURFACE MOTION DC2143 DC2143 HISTORY - Date Condition Report By DC2143 HISTORY - 1968 MONUMENTED CADT DC2143 DC2143 STATION DESCRIPTION DC2143 DC2143'DESCRIBED BY CALTRANS 1968 DC2143'1.2 MILES (1.9 KM) NORTHWEST ALONG STATE HIGHWAY 94 FROM THE POST DC2143'OFFICE IN JAMUL, AT THE Y INTERSECTION OF A DRIVEWAY LEADING TO DC2143'OSLARS SHADY OAKS ON THE WEST HEADWALL OF A 72 INCH REINFORCED DC2143'CONCRETE PIPE UNDER THE DRIVEWAY, A STEEL REINFORCING BAR PROTRUDES DC2143'ONE HALF INCH FROM THE TOP OF THE HEADWALL. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 DX0468 *********************************************************************** DX0468 DESIGNATION - CL 5 DX0468 PID - DX0468 DX0468 STATE/COUNTY- CA/SAN DIEGO DX0468 USGS QUAD - CLARK LAKE (1974) DX0468 DX0468 *CURRENT SURVEY CONTROL DX0468 ___________________________________________________________________ DX0468* NAD 83(1986)- 33 16 03. (N) 116 17 56. (W) SCALED DX0468* NAVD 88 - 166.53 (+/-2cm) 546.4 (feet) VERTCON DX0468 ___________________________________________________________________ DX0468 GEOID HEIGHT- -32.97 (meters) GEOID99 DX0468 DX0468 VERT ORDER - FIRST CLASS II (See Below) DX0468 DX0468.The horizontal coordinates were scaled from a topographic map and have DX0468.an estimated accuracy of +/- 6 seconds. DX0468 DX0468.The NAVD 88 height was computed by applying the VERTCON shift value to DX0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DX0468.The vertical order pertains to the superseded datum. DX0468 DX0468.The geoid height was determined by GEOID99. DX0468 DX0468; North East Units Estimated Accuracy DX0468;SPC CA 6 - 622,090. 1,995,450. MT (+/- 180 meters Scaled) DX0468 DX0468 SUPERSEDED SURVEY CONTROL DX0468 DX0468 NGVD 29 - 165.850 (m) 544.13 (f) ADJUSTED 1 2 DX0468 DX0468.Superseded values are not recommended for survey control. DX0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX0468.See file dsdata.txt to determine how the superseded data were derived. DX0468 DX0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS652811(NAD 83) DX0468_MARKER: DD = SURVEY DISK DX0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DX0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DX0468+STABILITY: SURFACE MOTION DX0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DX0468+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003 DX0468 DX0468 HISTORY - Date Condition Report By DX0468 HISTORY - UNK MONUMENTED CA-073 DX0468 HISTORY - 1968 GOOD CA-073 DX0468 HISTORY - 1973 GOOD CA-073 DX0468 HISTORY - 1978 POOR NGS DX0468 HISTORY - 20030108 GOOD INDIV DX0468 DX0468 STATION DESCRIPTION DX0468 DX0468'DESCRIBED BY SAN DIEGO COUNTY CALIFORNIA 1968 DX0468'5 MI E FROM BORREGO SPRINGS. DX0468'BORREGO SPRINGS, 5 MILES EAST OF CHRISTMAS CIRCLE, 2 MILES SOUTH DX0468'OF TRUCKHAVEN TRAIL ON PEG LEG ROAD. 30 FEET E RD. A STANDARD DX0468'DISK SET IN CONCRETE MONUMENT. T10S R7E 36. DX0468 DX0468 STATION RECOVERY (1973) DX0468 DX0468'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1973 DX0468'RECOVERED IN GOOD CONDITION. DX0468 DX0468 STATION RECOVERY (1978) DX0468 DX0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 DX0468'MARK RECOVERED IN POOR CONDITION. DX0468 DX0468 STATION RECOVERY (2003) DX0468 DX0468'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RLS) DX0468'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 DC2146 *********************************************************************** DC2146 DESIGNATION - F 281 RESET DC2146 PID - DC2146 DC2146 STATE/COUNTY- CA/SAN DIEGO DC2146 USGS QUAD - EL CAJON (1975) DC2146 DC2146 *CURRENT SURVEY CONTROL DC2146 ___________________________________________________________________ DC2146* NAD 83(1986)- 32 48 29. (N) 116 57 43. (W) SCALED DC2146* NAVD 88 - 127.46 (+/-2cm) 418.2 (feet) VERTCON DC2146 ___________________________________________________________________ DC2146 GEOID HEIGHT- -33.63 (meters) GEOID99 DC2146 DC2146 VERT ORDER - THIRD (See Below) DC2146 DC2146.The horizontal coordinates were scaled from a topographic map and have DC2146.an estimated accuracy of +/- 6 seconds. DC2146 DC2146.The NAVD 88 height was computed by applying the VERTCON shift value to DC2146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DC2146.The vertical order pertains to the superseded datum. DC2146 DC2146.The geoid height was determined by GEOID99. DC2146 DC2146; North East Units Estimated Accuracy DC2146;SPC CA 6 - 571,360. 1,933,320. MT (+/- 180 meters Scaled) DC2146 DC2146 SUPERSEDED SURVEY CONTROL DC2146 DC2146 NGVD 29 - 126.84 (m) 416.1 (f) RESET 3 DC2146 DC2146.Superseded values are not recommended for survey control. DC2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC2146.See file dsdata.txt to determine how the superseded data were derived. DC2146 DC2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS035300(NAD 83) DC2146_MARKER: DB = BENCH MARK DISK DC2146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DC2146_STAMPING: F 281 RESET 1956 1967 DC2146_MARK LOGO: CGS DC2146_MAGNETIC: N = NO MAGNETIC MATERIAL DC2146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DC2146+STABILITY: SURFACE MOTION DC2146 DC2146 HISTORY - Date Condition Report By DC2146 HISTORY - 1967 MONUMENTED CGS DC2146 HISTORY - 19670828 GOOD CADPW DC2146 DC2146 STATION DESCRIPTION DC2146 DC2146'DESCRIBED BY CALIFORNIA DEPARTMENT OF PUBLIC WORKS 1967 DC2146'0.9 MILES NORTH ALONG MAGNOLIA AVENUE (STATE HIGHWAY 67), FROM THE DC2146'POST OFFICE IN EL CAJON, AT THE INTERSECTION OF BROADWAY, IN THE NOSE DC2146'OF THE EAST MEDIAN STRIP ON BROADWAY. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 DX5660 *********************************************************************** DX5660 DESIGNATION - F 301 RESET DX5660 PID - DX5660 DX5660 STATE/COUNTY- CA/SAN DIEGO DX5660 USGS QUAD - VALLEY CENTER (1975) DX5660 DX5660 *CURRENT SURVEY CONTROL DX5660 ___________________________________________________________________ DX5660* NAD 83(1986)- 33 13 41. (N) 117 00 38. (W) SCALED DX5660* NAVD 88 - 425.45 (+/-2cm) 1395.8 (feet) VERTCON DX5660 ___________________________________________________________________ DX5660 GEOID HEIGHT- -32.53 (meters) GEOID99 DX5660 DX5660 VERT ORDER - THIRD (See Below) DX5660 DX5660.The horizontal coordinates were scaled from a topographic map and have DX5660.an estimated accuracy of +/- 6 seconds. DX5660 DX5660.The NAVD 88 height was computed by applying the VERTCON shift value to DX5660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DX5660.The vertical order pertains to the superseded datum. DX5660 DX5660.The geoid height was determined by GEOID99. DX5660 DX5660; North East Units Estimated Accuracy DX5660;SPC CA 6 - 617,970. 1,929,110. MT (+/- 180 meters Scaled) DX5660 DX5660 SUPERSEDED SURVEY CONTROL DX5660 DX5660 NGVD 29 - 424.74 (m) 1393.5 (f) RESET 3 DX5660 DX5660.Superseded values are not recommended for survey control. DX5660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX5660.See file dsdata.txt to determine how the superseded data were derived. DX5660 DX5660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS990765(NAD 83) DX5660_MARKER: DB = BENCH MARK DISK DX5660_SETTING: 37 = BRIDGE HEADWALL DX5660_STAMPING: F 301 RESET 1966 DX5660_MARK LOGO: CGS DX5660_MAGNETIC: N = NO MAGNETIC MATERIAL DX5660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DX5660 DX5660 HISTORY - Date Condition Report By DX5660 HISTORY - 1966 MONUMENTED CA-073 DX5660 DX5660 STATION DESCRIPTION DX5660 DX5660'DESCRIBED BY SAN DIEGO COUNTY CALIFORNIA 1966 DX5660'LOCATED ALONG VALLEY CENTER ROAD, ABOUT 3.2 MILES (5.1 KM) NORTHEAST DX5660'OF VALLEY CENTER POST OFFICE AND ABOUT 2.0 MILES (3.2 KM) WEST OF THE DX5660'INTERSECTION OF VALLEY CENTER ROAD AND LAKE WOHLFORD ROAD, ABOUT 0.1 DX5660'MILE (0.2 KM) EAST OF A FARM HOUSE, ON THE NORTH HEADWALL OF A DX5660'BRIDGE. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 DC2144 *********************************************************************** DC2144 DESIGNATION - H 134 RESET DC2144 PID - DC2144 DC2144 STATE/COUNTY- CA/SAN DIEGO DC2144 USGS QUAD - DESCANSO (1988) DC2144 DC2144 *CURRENT SURVEY CONTROL DC2144 ___________________________________________________________________ DC2144* NAD 83(1986)- 32 50 04. (N) 116 37 19. (W) SCALED DC2144* NAVD 88 - 1012.13 (+/-2cm) 3320.6 (feet) VERTCON DC2144 ___________________________________________________________________ DC2144 GEOID HEIGHT- -31.74 (meters) GEOID99 DC2144 DC2144 VERT ORDER - THIRD (See Below) DC2144 DC2144.The horizontal coordinates were scaled from a topographic map and have DC2144.an estimated accuracy of +/- 6 seconds. DC2144 DC2144.The NAVD 88 height was computed by applying the VERTCON shift value to DC2144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DC2144.The vertical order pertains to the superseded datum. DC2144 DC2144.The geoid height was determined by GEOID99. DC2144 DC2144; North East Units Estimated Accuracy DC2144;SPC CA 6 - 574,120. 1,965,180. MT (+/- 180 meters Scaled) DC2144 DC2144 SUPERSEDED SURVEY CONTROL DC2144 DC2144 NGVD 29 - 1011.42 (m) 3318.3 (f) RESET 3 DC2144 DC2144.Superseded values are not recommended for survey control. DC2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC2144.See file dsdata.txt to determine how the superseded data were derived. DC2144 DC2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS353329(NAD 83) DC2144_MARKER: DB = BENCH MARK DISK DC2144_SETTING: 32 = CULVERT HEADWALL DC2144_STAMPING: H 134 RESET 1970 DC2144_MARK LOGO: CGS DC2144_MAGNETIC: N = NO MAGNETIC MATERIAL DC2144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DC2144+STABILITY: SURFACE MOTION DC2144 DC2144 HISTORY - Date Condition Report By DC2144 HISTORY - 1970 MONUMENTED LOCENG DC2144 DC2144 STATION DESCRIPTION DC2144 DC2144'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 DC2144'0.5 MILE (0.8 KM) SOUTHWEST ALONG US HIGHWAY 80 FROM THE JUNCTION OF DC2144'RIVERSIDE DRIVE IN DESCANSO JUNCTION, THENCE 0.2 MILE (0.3 KM) DC2144'SOUTHWEST ALONG A PAVED ROAD TO THE T JUNCTION OF JAPATUL VALLEY ROAD DC2144'LEADING SOUTH, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF JAPATUL DC2144'VALLEY ROAD AND THE OLD HIGHWAY JUST EAST OF THE OLD BRIDGE ACROSS DC2144'THE SWEETWATER RIVER. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AA9742 *********************************************************************** AA9742 DESIGNATION - P 61 RESET AA9742 PID - AA9742 AA9742 STATE/COUNTY- CA/SAN DIEGO AA9742 USGS QUAD - EL CAJON (1975) AA9742 AA9742 *CURRENT SURVEY CONTROL AA9742 ___________________________________________________________________ AA9742* NAD 83(1986)- 32 47 39. (N) 116 57 44. (W) SCALED AA9742* NAVD 88 - 132.31 (+/-2cm) 434.1 (feet) VERTCON AA9742 ___________________________________________________________________ AA9742 GEOID HEIGHT- -33.67 (meters) GEOID99 AA9742 AA9742 VERT ORDER - THIRD (See Below) AA9742 AA9742.The horizontal coordinates were scaled from a topographic map and have AA9742.an estimated accuracy of +/- 6 seconds. AA9742 AA9742.The NAVD 88 height was computed by applying the VERTCON shift value to AA9742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA9742.The vertical order pertains to the superseded datum. AA9742 AA9742.The geoid height was determined by GEOID99. AA9742 AA9742; North East Units Estimated Accuracy AA9742;SPC CA 6 - 569,820. 1,933,290. MT (+/- 180 meters Scaled) AA9742 AA9742 SUPERSEDED SURVEY CONTROL AA9742 AA9742 NGVD 29 - 131.68 (m) 432.0 (f) RESET 3 AA9742 AA9742.Superseded values are not recommended for survey control. AA9742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA9742.See file dsdata.txt to determine how the superseded data were derived. AA9742 AA9742_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS035284(NAD 83) AA9742_MARKER: DV = VERTICAL CONTROL DISK AA9742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA9742_STAMPING: P 61 RESET 1996 AA9742_MARK LOGO: NGS AA9742_MAGNETIC: N = NO MAGNETIC MATERIAL AA9742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA9742+STABILITY: SURFACE MOTION AA9742 AA9742 HISTORY - Date Condition Report By AA9742 HISTORY - 1996 MONUMENTED LOCENG AA9742 AA9742 STATION DESCRIPTION AA9742 AA9742'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1996 (SLD) AA9742'IN EL CAJON, ABOUT 230 FEET (70.1 M) NORTH OF THE CENTERLINE OF WEST AA9742'MAIN STREET AND 4.5 FEET (1.4 M) WEST OF THE WEST CURB FACE OF NORTH AA9742'MAGNOLIA AVENUE, 0.5 FEET (15.2 CM) BELOW THE SIDEWALK SURFACE UNDER A AA9742'CAST IRON WELL COVER AND FRAME, SET IN A 36 INCH DEEP CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 DX3535 *********************************************************************** DX3535 DESIGNATION - R 1326 DX3535 PID - DX3535 DX3535 STATE/COUNTY- CA/SAN DIEGO DX3535 USGS QUAD - CLARK LAKE (1974) DX3535 DX3535 *CURRENT SURVEY CONTROL DX3535 ___________________________________________________________________ DX3535* NAD 83(1986)- 33 15 43. (N) 116 17 54. (W) SCALED DX3535* NAVD 88 - 165.648 (meters) 543.46 (feet) ADJUSTED DX3535 ___________________________________________________________________ DX3535 GEOID HEIGHT- -32.98 (meters) GEOID99 DX3535 DYNAMIC HT - 165.457 (meters) 542.84 (feet) COMP DX3535 MODELED GRAV- 979,479.6 (mgal) NAVD 88 DX3535 OBS GRAVITY - 979,474.3 (mgal) GRAV_OBS DX3535 DX3535 VERT ORDER - THIRD DX3535 DX3535.The horizontal coordinates were scaled from a topographic map and have DX3535.an estimated accuracy of +/- 6 seconds. DX3535 DX3535.The orthometric height was determined by differential leveling DX3535.and adjusted by the National Geodetic Survey in May 2000. DX3535.No vertical observational check was made to the station. DX3535 DX3535.The geoid height was determined by GEOID99. DX3535 DX3535.The dynamic height is computed by dividing the NAVD 88 DX3535.geopotential number by the normal gravity value computed on the DX3535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DX3535.degrees latitude (g = 980.6199 gals.). DX3535 DX3535.The modeled gravity was interpolated from observed gravity values. DX3535.The observed gravity was obtained from relative gravimeter ties DX3535.to the IGSN71 gravity network. DX3535 DX3535; North East Units Estimated Accuracy DX3535;SPC CA 6 - 621,470. 1,995,500. MT (+/- 180 meters Scaled) DX3535 DX3535 SUPERSEDED SURVEY CONTROL DX3535 DX3535 NGVD 29 - 164.961 (m) 541.21 (f) ADJ UNCH 1 1 DX3535 DX3535.Superseded values are not recommended for survey control. DX3535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX3535.See file dsdata.txt to determine how the superseded data were derived. DX3535 DX3535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS653805(NAD 83) DX3535_MARKER: DB = BENCH MARK DISK DX3535_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED DX3535+WITH SETTING: INTO GROUND DX3535_STAMPING: R 1326 1978 DX3535_MARK LOGO: NGS DX3535_PROJECTION: PROJECTING 3 CENTIMETERS DX3535_MAGNETIC: N = NO MAGNETIC MATERIAL DX3535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DX3535+STABILITY: SURFACE MOTION DX3535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DX3535+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2003 DX3535_ROD/PIPE-DEPTH: 1.2 meters DX3535 DX3535 HISTORY - Date Condition Report By DX3535 HISTORY - 1978 MONUMENTED NGS DX3535 HISTORY - 1988 GOOD USPSQD DX3535 HISTORY - 1989 GOOD USPSQD DX3535 HISTORY - 19950628 GOOD CADT DX3535 HISTORY - 20030101 GOOD INDIV DX3535 DX3535 STATION DESCRIPTION DX3535 DX3535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 DX3535'3.2 MI NE FROM BORREGO SPRINGS. DX3535'3.2 MILES NORTHEAST ALONG COUNTY ROAD S22 FROM THE BORREGO ELEMENTARY DX3535'SCHOOL, 0.45 MILE NORTH OF A 90 DEGREE CURVE WHERE PEG LEG ROAD AND DX3535'PALM CANYON ROAD INTERSECT, 1.95 MILES SOUTH OF THE Y-JUNCTION OF DX3535'HENDERSON CANYON ROAD, 73.5 FT. EAST OF THE CENTER LINE OF THE ROAD, DX3535'THE DISK IS 1 INCH BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4- DX3535'INCH SCREW PLUG. DX3535'ABOUT LEVEL WITH ROAD. DX3535'1 FOOT SOUTH OF A WITNESS POST. DX3535 DX3535 STATION RECOVERY (1988) DX3535 DX3535'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM) DX3535'RECOVERED IN GOOD CONDITION. DX3535 DX3535 STATION RECOVERY (1989) DX3535 DX3535'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM) DX3535'RECOVERED IN GOOD CONDITION. DX3535 DX3535 STATION RECOVERY (1995) DX3535 DX3535'RECOVERY NOTE BY CALTRANS 1995 (ATD) DX3535'THE STATION WAS LEVELED TO BY CADT AS A PART OF THE 1995 PERIPHERAL DX3535'RUN IN SAN DIEGO COUNTY TO ESTABLISH NAVD 1988. DX3535 DX3535 STATION RECOVERY (2003) DX3535 DX3535'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RLS) DX3535'WAS .21 MILES OFF FROM LISTED COORDINATES, NEW MARK SHOULD BE DX3535'N 33 15.894 W 116 17.914 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 DX0345 *********************************************************************** DX0345 DESIGNATION - R 579 RM 1 DX0345 PID - DX0345 DX0345 STATE/COUNTY- CA/SAN DIEGO DX0345 USGS QUAD - BORREGO MOUNTAIN (1960) DX0345 DX0345 *CURRENT SURVEY CONTROL DX0345 ___________________________________________________________________ DX0345* NAD 83(1986)- 33 09 14. (N) 116 11 04. (W) SCALED DX0345* NAVD 88 - 139.36 (+/-2cm) 457.2 (feet) VERTCON DX0345 ___________________________________________________________________ DX0345 GEOID HEIGHT- -33.29 (meters) GEOID99 DX0345 DX0345 VERT ORDER - THIRD (See Below) DX0345 DX0345.The horizontal coordinates were scaled from a topographic map and have DX0345.an estimated accuracy of +/- 6 seconds. DX0345 DX0345.The NAVD 88 height was computed by applying the VERTCON shift value to DX0345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DX0345.The vertical order pertains to the superseded datum. DX0345 DX0345.The geoid height was determined by GEOID99. DX0345 DX0345; North East Units Estimated Accuracy DX0345;SPC CA 6 - 609,490. 2,006,120. MT (+/- 180 meters Scaled) DX0345 DX0345 SUPERSEDED SURVEY CONTROL DX0345 DX0345 NGVD 29 - 138.69 (m) 455.0 (f) RESET 3 DX0345 DX0345.Superseded values are not recommended for survey control. DX0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX0345.See file dsdata.txt to determine how the superseded data were derived. DX0345 DX0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS760686(NAD 83) DX0345_MARKER: DR = REFERENCE MARK DISK DX0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DX0345_STAMPING: BM R 579 1955 NO 1 DX0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DX0345+STABILITY: SURFACE MOTION DX0345 DX0345 HISTORY - Date Condition Report By DX0345 HISTORY - 1955 MONUMENTED CGS DX0345 HISTORY - 1956 GOOD NGS DX0345 HISTORY - 1974 GOOD NGS DX0345 DX0345 STATION DESCRIPTION DX0345 DX0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 DX0345'3.1 MI W FROM OCOTILLO WELLS. DX0345'3.1 MILES WEST ALONG STATE HIGHWAY 78 FROM THE BORRO BEND CAFE DX0345'AT OCOTILLO WELLS, AT THE T JUNCTON OF A DIRT ROAD LEADING DX0345'SOUTH TO A HOUSE, 64.05 FEET NORTH OF AND ACROSS THE HIGHWAY DX0345'FROM BENCH MARK R 579, 27 FEET NORTH OF THE CENTER LINE OF THE DX0345'HIGHWAY, 21 FEET NORTHWEST OF A STATE HIGHWAY SIGN, 13 1/2 DX0345'FEET SOUTH OF THE SOUTH SIDE OF A 3-FOOT HIGH DIKE, 1.3 FEET DX0345'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET DX0345'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE DX0345'GROUND. DX0345 DX0345 STATION RECOVERY (1974) DX0345 DX0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 DX0345'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 DX3534 *********************************************************************** DX3534 DESIGNATION - S 1326 DX3534 PID - DX3534 DX3534 STATE/COUNTY- CA/SAN DIEGO DX3534 USGS QUAD - CLARK LAKE (1974) DX3534 DX3534 *CURRENT SURVEY CONTROL DX3534 ___________________________________________________________________ DX3534* NAD 83(1986)- 33 15 27. (N) 116 18 28. (W) SCALED DX3534* NAVD 88 - 157.987 (meters) 518.33 (feet) ADJUSTED DX3534 ___________________________________________________________________ DX3534 GEOID HEIGHT- -32.96 (meters) GEOID99 DX3534 DYNAMIC HT - 157.805 (meters) 517.73 (feet) COMP DX3534 MODELED GRAV- 979,480.2 (mgal) NAVD 88 DX3534 DX3534 VERT ORDER - THIRD DX3534 DX3534.The horizontal coordinates were scaled from a topographic map and have DX3534.an estimated accuracy of +/- 6 seconds. DX3534 DX3534.The orthometric height was determined by differential leveling DX3534.and adjusted by the National Geodetic Survey in May 2000. DX3534 DX3534.The geoid height was determined by GEOID99. DX3534 DX3534.The dynamic height is computed by dividing the NAVD 88 DX3534.geopotential number by the normal gravity value computed on the DX3534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DX3534.degrees latitude (g = 980.6199 gals.). DX3534 DX3534.The modeled gravity was interpolated from observed gravity values. DX3534 DX3534; North East Units Estimated Accuracy DX3534;SPC CA 6 - 620,980. 1,994,620. MT (+/- 180 meters Scaled) DX3534 DX3534 SUPERSEDED SURVEY CONTROL DX3534 DX3534 NGVD 29 - 157.313 (m) 516.12 (f) ADJ UNCH 1 1 DX3534 DX3534.Superseded values are not recommended for survey control. DX3534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX3534.See file dsdata.txt to determine how the superseded data were derived. DX3534 DX3534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS644800(NAD 83) DX3534_MARKER: DB = BENCH MARK DISK DX3534_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED DX3534+WITH SETTING: INTO GROUND DX3534_STAMPING: S 1326 1978 DX3534_MARK LOGO: NGS DX3534_PROJECTION: PROJECTING 3 CENTIMETERS DX3534_MAGNETIC: N = NO MAGNETIC MATERIAL DX3534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DX3534+STABILITY: SURFACE MOTION DX3534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DX3534+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003 DX3534_ROD/PIPE-DEPTH: 1.2 meters DX3534 DX3534 HISTORY - Date Condition Report By DX3534 HISTORY - 1978 MONUMENTED NGS DX3534 HISTORY - 19950628 GOOD CADT DX3534 HISTORY - 20030108 GOOD INDIV DX3534 DX3534 STATION DESCRIPTION DX3534 DX3534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 DX3534'2.25 MI EAST FROM BORREGO SPRINGS. DX3534'2.25 MILES EAST ALONG COUNTY ROAD S22 FROM THE BORREGO ELEMENTARY DX3534'SCHOOL, 1.05 MILES EAST OF THE BORREGO VALLEY AIRPORT SUN AIR LINES DX3534'FLIGHT BUILDING, 0.5 MILE WEST OF 90 DEGREE CURVE WHERE PEG LEG ROAD DX3534'AND PALM CANYON ROAD INTERSECT, 38.0 FT. NORTH OF THE CENTER LINE OF DX3534'THE ROAD, THE DISK 1 INCH BELOW THE GROUND, ACCESS TO WHICH IS HAD DX3534'THROUGH A 4-INCH PLASTIC SCREW PLUG. DX3534'ABOUT LEVEL WITH ROAD. DX3534'1 FOOT WEST OF A WITNESS POST. DX3534 DX3534 STATION RECOVERY (1995) DX3534 DX3534'RECOVERY NOTE BY CALTRANS 1995 (ATD) DX3534'THE STATION WAS LEVELED TO BY CADT AS A PART OF THE 1995 PERIPHERAL DX3534'RUN IN SAN DIEGO COUNTY TO ESTABLISH NAVD 1988. DX3534 DX3534 STATION RECOVERY (2003) DX3534 DX3534'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RLS) DX3534'COORDINATES WERE 217 FEET OFF TO THE EAST. THERE IS NO LONGER A DX3534'WITNESS SIGN ON THE POST. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 DX4918 *********************************************************************** DX4918 DESIGNATION - SHIP DX4918 PID - DX4918 DX4918 STATE/COUNTY- CA/SAN DIEGO DX4918 USGS QUAD - BORREGO SINK (1959) DX4918 DX4918 *CURRENT SURVEY CONTROL DX4918 ___________________________________________________________________ DX4918* NAD 83(1992)- 33 09 42.26040(N) 116 20 26.41828(W) ADJUSTED DX4918* NAVD 88 - 493. (meters) 1617. (feet) VERTCON DX4918 ___________________________________________________________________ DX4918 EPOCH DATE - 1991.35 DX4918 LAPLACE CORR- -8.06 (seconds) DEFLEC99 DX4918 GEOID HEIGHT- -32.69 (meters) GEOID99 DX4918 DX4918 HORZ ORDER - THIRD DX4918 DX4918.The horizontal coordinates were established by classical geodetic methods DX4918.and adjusted by the National Geodetic Survey in June 1996. DX4918.The horizontal coordinates are valid at the epoch date displayed above. DX4918.The epoch date for horizontal control is a decimal equivalence DX4918.of Year/Month/Day. DX4918 DX4918.The NAVD 88 height was computed by applying the VERTCON shift value to DX4918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DX4918 DX4918.The Laplace correction was computed from DEFLEC99 derived deflections. DX4918 DX4918.The geoid height was determined by GEOID99. DX4918 DX4918; North East Units Scale Converg. DX4918;SPC CA 6 - 610,359.510 1,991,542.279 MT 0.99995863 -0 02 59.4 DX4918;SPC CA 6 - 2,002,487.83 6,533,918.29 sFT 0.99995863 -0 02 59.4 DX4918;UTM 11 - 3,669,411.078 561,479.625 MT 0.99964660 +0 21 38.4 DX4918 DX4918: Primary Azimuth Mark Grid Az DX4918:SPC CA 6 - KAY 319 19 38.2 DX4918:UTM 11 - KAY 318 55 00.4 DX4918 DX4918|---------------------------------------------------------------------| DX4918| PID Reference Object Distance Geod. Az | DX4918| dddmmss.s | DX4918| DX4952 KAY APPROX.14.3 KM 3191638.8 | DX4918|---------------------------------------------------------------------| DX4918 DX4918 SUPERSEDED SURVEY CONTROL DX4918 DX4918 NAD 83(1986)- 33 09 42.26440(N) 116 20 26.41672(W) AD(1984.00) 3 DX4918 NAD 27 - 33 09 42.11385(N) 116 20 23.36732(W) AD( ) 3 DX4918 NGVD 29 - 492. (m) 1614. (f) VERT ANG DX4918 DX4918.Superseded values are not recommended for survey control. DX4918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX4918.See file dsdata.txt to determine how the superseded data were derived. DX4918 DX4918_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS6148069411(NAD 83) DX4918_MARKER: DD = SURVEY DISK DX4918_SETTING: 80 = SET IN A BOULDER DX4918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DX4918+STABILITY: SURFACE MOTION DX4918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DX4918+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2002 DX4918 DX4918 HISTORY - Date Condition Report By DX4918 HISTORY - 1940 MONUMENTED USE DX4918 HISTORY - 20021227 GOOD INDIV DX4918 DX4918 STATION DESCRIPTION DX4918 DX4918'DESCRIBED BY US ENGINEERS 1940 DX4918'STATION IS STANDARD DISK SET IN BOULDER ON HIGHEST POINT OF HILL, DX4918'STAMPED SHIP 1940. DX4918' DX4918'STATION IS LOCATED ABOUT 15 MILES NORTHEAST OF BANNER. TO REACH DX4918'FROM BANNER POST OFFICE PROCEED NORTHEAST ALONG HIGHWAY 78 FOR DX4918'9.1 MILES, THENCE LEFT (NORTH) 7.3 MILES ALONG BORREGO ROAD. DX4918'STATION IS LOCATED ON SMALL HILL ABOUT 450 FEET NORTHWEST OF ROAD. DX4918' DX4918'REFERENCE MARK 1 IS 58.18 FEET WEST OF STATION SET IN LARGE BOULDER DX4918'AND STAMPED SHIP R.M. 1. DX4918' DX4918'REFERENCE MARK 2 IS 64.85 FEET NORTHEAST OF STATION SET IN LARGE DX4918'BOULDER. DX4918 DX4918 STATION RECOVERY (2002) DX4918 DX4918'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLS) DX4918'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AA9728 *********************************************************************** AA9728 DESIGNATION - T 1307 RESET AA9728 PID - AA9728 AA9728 STATE/COUNTY- CA/SAN DIEGO AA9728 USGS QUAD - ENCINITAS (1975) AA9728 AA9728 *CURRENT SURVEY CONTROL AA9728 ___________________________________________________________________ AA9728* NAD 83(1986)- 33 07 25. (N) 117 19 35. (W) SCALED AA9728* NAVD 88 - 14.40 (meters) 47.2 (feet) RESET AA9728 ___________________________________________________________________ AA9728 GEOID HEIGHT- -34.62 (meters) GEOID99 AA9728 AA9728 VERT ORDER - THIRD AA9728 AA9728.The horizontal coordinates were scaled from a topographic map and have AA9728.an estimated accuracy of +/- 6 seconds. AA9728 AA9728.The orthometric height was computed from unverified reset data. AA9728 AA9728.The geoid height was determined by GEOID99. AA9728 AA9728; North East Units Estimated Accuracy AA9728;SPC CA 6 - 606,650. 1,899,550. MT (+/- 180 meters Scaled) AA9728 AA9728 SUPERSEDED SURVEY CONTROL AA9728 AA9728.No superseded survey control is available for this station. AA9728 AA9728_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS695650(NAD 83) AA9728_MARKER: DV = VERTICAL CONTROL DISK AA9728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA9728_STAMPING: T 1307 RESET 1993 AA9728_MARK LOGO: NGS AA9728_MAGNETIC: N = NO MAGNETIC MATERIAL AA9728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA9728+STABILITY: SURFACE MOTION AA9728 AA9728 HISTORY - Date Condition Report By AA9728 HISTORY - 1993 MONUMENTED LOCENG AA9728 AA9728 STATION DESCRIPTION AA9728 AA9728'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (JK) AA9728'4.0 MILES (6.4 KM) NORTH ALONG THE ATCHISON, TOPEKA, AND SANTA FE AA9728'RAILWAY, FROM THE POST OFFICE IN LEUCADIA, 116 M (380.6 FT) EAST AND AA9728'ACROSS A FIELD TO THE ATCHISON, TOPEKA, AND SANTA FE RAILROAD, 150 AA9728'FEET (45.7 M) NORTH OF PALOMAR AIRPORT ROAD OVERPASS, 4.8 KM (3.00 MI) AA9728'SOUTH OF CARLSBAD, 4.3 M (14.1 FT) EAST OF EAST RAIL, 0.5 M (1.6 FT) AA9728'EAST OF SOUTHEAST CORNER OF 4X4X2 FOOT TALL RAILROAD UTILITY BOX. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 DX5585 *********************************************************************** DX5585 DESIGNATION - U 307 RESET DX5585 PID - DX5585 DX5585 STATE/COUNTY- CA/SAN DIEGO DX5585 USGS QUAD - SAN MARCOS (1983) DX5585 DX5585 *CURRENT SURVEY CONTROL DX5585 ___________________________________________________________________ DX5585* NAD 83(1986)- 33 08 36. (N) 117 10 05. (W) SCALED DX5585* NAVD 88 - 177.17 (+/-2cm) 581.3 (feet) VERTCON DX5585 ___________________________________________________________________ DX5585 GEOID HEIGHT- -33.64 (meters) GEOID99 DX5585 DX5585 VERT ORDER - THIRD (See Below) DX5585 DX5585.The horizontal coordinates were scaled from a topographic map and have DX5585.an estimated accuracy of +/- 6 seconds. DX5585 DX5585.The NAVD 88 height was computed by applying the VERTCON shift value to DX5585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DX5585.The vertical order pertains to the superseded datum. DX5585 DX5585.The geoid height was determined by GEOID99. DX5585 DX5585; North East Units Estimated Accuracy DX5585;SPC CA 6 - 608,690. 1,914,350. MT (+/- 180 meters Scaled) DX5585 DX5585 SUPERSEDED SURVEY CONTROL DX5585 DX5585 NGVD 29 - 176.47 (m) 579.0 (f) RESET 3 DX5585 DX5585.Superseded values are not recommended for survey control. DX5585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX5585.See file dsdata.txt to determine how the superseded data were derived. DX5585 DX5585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS843671(NAD 83) DX5585_MARKER: DV = VERTICAL CONTROL DISK DX5585_SETTING: 32 = CULVERT HEADWALL DX5585_STAMPING: U 307 RESET 1983 DX5585_MARK LOGO: NGS DX5585_MAGNETIC: N = NO MAGNETIC MATERIAL DX5585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DX5585+STABILITY: SURFACE MOTION DX5585 DX5585 HISTORY - Date Condition Report By DX5585 HISTORY - 1983 MONUMENTED NGS DX5585 HISTORY - 20020924 MARK NOT FOUND USPSQD DX5585 DX5585 STATION DESCRIPTION DX5585 DX5585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 DX5585'IN SAN MARCUS, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF MISSION DX5585'ROAD AND PICO AVENUE, IN THE NORTH END OF THE WEST HEADWALL OF A DX5585'CULVERT UNDER PICO AVENUE. DX5585 DX5585 STATION RECOVERY (2002) DX5585 DX5585'RECOVERY NOTE BY US POWER SQUADRON 2002 (EBS) DX5585'MARK PROBABLY DESTROYED BY STREET WIDENING. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 DX5581 *********************************************************************** DX5581 DESIGNATION - V 63 RESET DX5581 PID - DX5581 DX5581 STATE/COUNTY- CA/SAN DIEGO DX5581 USGS QUAD - SAN LUIS REY (1975) DX5581 DX5581 *CURRENT SURVEY CONTROL DX5581 ___________________________________________________________________ DX5581* NAD 83(1986)- 33 14 51. (N) 117 16 27. (W) SCALED DX5581* NAVD 88 - 30.54 (+/-2cm) 100.2 (feet) VERTCON DX5581 ___________________________________________________________________ DX5581 GEOID HEIGHT- -33.89 (meters) GEOID99 DX5581 DX5581 VERT ORDER - THIRD (See Below) DX5581 DX5581.The horizontal coordinates were scaled from a topographic map and have DX5581.an estimated accuracy of +/- 6 seconds. DX5581 DX5581.The NAVD 88 height was computed by applying the VERTCON shift value to DX5581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DX5581.The vertical order pertains to the superseded datum. DX5581 DX5581.The geoid height was determined by GEOID99. DX5581 DX5581; North East Units Estimated Accuracy DX5581;SPC CA 6 - 620,340. 1,904,560. MT (+/- 180 meters Scaled) DX5581 DX5581 SUPERSEDED SURVEY CONTROL DX5581 DX5581 NGVD 29 - 29.84 (m) 97.9 (f) RESET 3 DX5581 DX5581.Superseded values are not recommended for survey control. DX5581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX5581.See file dsdata.txt to determine how the superseded data were derived. DX5581 DX5581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS744787(NAD 83) DX5581_MARKER: DV = VERTICAL CONTROL DISK DX5581_SETTING: 32 = RETAINING WALL DX5581_STAMPING: V 63 RESET 1983 DX5581_MARK LOGO: NGS DX5581_MAGNETIC: N = NO MAGNETIC MATERIAL DX5581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DX5581+STABILITY: SURFACE MOTION DX5581 DX5581 HISTORY - Date Condition Report By DX5581 HISTORY - 1983 MONUMENTED LOCENG DX5581 DX5581 STATION DESCRIPTION DX5581 DX5581'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 DX5581'3.3 MILES (5.3 KM) NORTHEAST ALONG ROUTE 76 FROM THE SAN LUIS REY DX5581'MISSION IN SAN LUIS REY, 177 FEET (53.9 M) WESTERLY FROM THE DX5581'CENTERLINE OF HITCHING POST LANE, 24 FEET (7.3 M) SOUTH OF THE DX5581'CENTERLINE OF HIGHWAY 76, SET IN THE TOP OF AN END WALL TOWARD THE DX5581'WESTERLY END. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 DC0981 *********************************************************************** DC0981 DESIGNATION - VIEW DC0981 PID - DC0981 DC0981 STATE/COUNTY- CA/SAN DIEGO DC0981 USGS QUAD - DC0981 DC0981 *CURRENT SURVEY CONTROL DC0981 ___________________________________________________________________ DC0981* NAD 83(1992)- 32 52 22.39781(N) 117 15 03.40540(W) ADJUSTED DC0981* NAVD 88 - 86.37 (meters) 283.4 (feet) RESET DC0981 ___________________________________________________________________ DC0981 EPOCH DATE - 1991.35 DC0981 LAPLACE CORR- 8.20 (seconds) DEFLEC99 DC0981 GEOID HEIGHT- -34.92 (meters) GEOID99 DC0981 DC0981 HORZ ORDER - THIRD DC0981 VERT ORDER - THIRD DC0981 DC0981.The horizontal coordinates were established by classical geodetic methods DC0981.and adjusted by the National Geodetic Survey in June 1996. DC0981.The horizontal coordinates are valid at the epoch date displayed above. DC0981.The epoch date for horizontal control is a decimal equivalence DC0981.of Year/Month/Day. DC0981 DC0981.The orthometric height was computed from unverified reset data. DC0981 DC0981.The Laplace correction was computed from DEFLEC99 derived deflections. DC0981 DC0981.The geoid height was determined by GEOID99. DC0981 DC0981; North East Units Scale Converg. DC0981;SPC CA 6 - 578,771.492 1,906,327.204 MT 0.99998631 -0 33 00.1 DC0981;SPC CA 6 - 1,898,852.80 6,254,341.84 sFT 0.99998631 -0 33 00.1 DC0981;UTM 11 - 3,637,223.375 476,524.088 MT 0.99960680 -0 08 10.3 DC0981 DC0981: Primary Azimuth Mark Grid Az DC0981:SPC CA 6 - EASTER CROSS NEW 171 27 30.6 DC0981:UTM 11 - EASTER CROSS NEW 171 02 40.8 DC0981 DC0981|---------------------------------------------------------------------| DC0981| PID Reference Object Distance Geod. Az | DC0981| dddmmss.s | DC0981| DC0980 VIEW RM 1 15.294 METERS 03224 | DC0981| DC0979 VIEW RM 2 19.604 METERS 13601 | DC0981| DC1506 EASTER CROSS NEW APPROX. 3.7 KM 1705430.5 | DC0981| DC1840 LA JOLLA OBSERVATORY TOWER APPROX. 3.5 KM 1905943.0 | DC0981| DC1834 LA JOLLA ST JAMES EPIS CH APPROX. 4.0 KM 2180327.0 | DC0981| DC1835 LA JOLLA VALENCIA HOTEL DOME APPROX. 3.4 KM 2182108.0 | DC0981|---------------------------------------------------------------------| DC0981 DC0981 SUPERSEDED SURVEY CONTROL DC0981 DC0981 NAD 83(1986)- 32 52 22.39284(N) 117 15 03.40754(W) AD(1984.00) 3 DC0981 NAD 27 - 32 52 22.22000(N) 117 15 00.26900(W) AD( ) 3 DC0981 NGVD 29 - 85.716 (m) 281.22 (f) ADJUSTED 1 1 DC0981 DC0981.Superseded values are not recommended for survey control. DC0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC0981.See file dsdata.txt to determine how the superseded data were derived. DC0981 DC0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS7652437223(NAD 83) DC0981_MARKER: DS = TRIANGULATION STATION DISK DC0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DC0981_STAMPING: VIEW 1933 DC0981_MARK LOGO: CGS DC0981_PROJECTION: FLUSH DC0981_MAGNETIC: O = OTHER; SEE DESCRIPTION DC0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DC0981+STABILITY: SURFACE MOTION DC0981 DC0981 HISTORY - Date Condition Report By DC0981 HISTORY - 1933 MONUMENTED CGS DC0981 HISTORY - 1955 GOOD CGS DC0981 HISTORY - 1955 GOOD CGS DC0981 HISTORY - 1955 GOOD NGS DC0981 HISTORY - 1960 GOOD CGS DC0981 HISTORY - 1961 GOOD CGS DC0981 HISTORY - 1970 GOOD CA3260 DC0981 HISTORY - 1982 GOOD DMA DC0981 HISTORY - 19830606 GOOD NGS DC0981 HISTORY - 1990 GOOD USPSQD DC0981 HISTORY - 19930622 GOOD DENI DC0981 DC0981 STATION DESCRIPTION DC0981 DC0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CP) DC0981'ON THE HIGH COASTAL BLUFF, ABOUT 3/4 MILE N OF SCRIPPS INSTITUTE, DC0981'ABOUT 85 YARDS N OF PAVED ROAD LEADING DOWN TO SCRIPPS INSTITUTE DC0981'AT POINT WHERE ROAD TURNS SHARPLY TO S, AT THE W EDGE OF DC0981'DIRT ROAD, NO LONGER USED, ABOUT 5 FEET BACK FROM TOP EDGE OF DC0981'BLUFF AND ABOUT 40 YARDS S OF POINT WHERE TERRAIN DROPS DC0981'SHARPLY INTO DEEP RAVINE. DC0981' DC0981'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DC0981'DISKS SET IN CONCRETE. DC0981' DC0981'TO REACH STATION FROM ARCHES MARKED LA JOLLA TAKE U.S. HIGHWAY DC0981'101 TOWARD LA JOLLA FOR 0.1 MILE, TURN RIGHT ONTO PAVED ROAD DC0981'LEADING TO SCRIPPS INSTITUTE AND GO 1.0 MILE, STATION ABOUT DC0981'85 YARDS N ON EDGE OF BLUFF. DC0981 DC0981 STATION RECOVERY (1955) DC0981 DC0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JCB) DC0981'RECOVERED IN GOOD CONDITION AND AS DESCRIBED. DC0981 DC0981 STATION RECOVERY (1955) DC0981 DC0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (EEJ) DC0981'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DC0981'DESCRIBED AND IN GOOD CONDITION WITH ONE EXCEPTION. REFERENCE DC0981'MARK 1 HAS BEEN CHIPPED AND IS LEANING W SLIGHTLY. THE DC0981'STATION IS 219.5 FT. N OF THE N CORNER OF THE HOME OF L.S. MOORE, DC0981'9044 LA JOLLA SHORES DRIVE. DC0981 DC0981 STATION RECOVERY (1955) DC0981 DC0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955 DC0981'0.6 MI N FROM SCRIPPS INSTITUTE. DC0981'0.6 MILE NORTH ALONG LA JOLLA SHORES DRIVE FROM SCRIPPS INSTITUTE DC0981'OF OCEANOGRAPHY, THENCE 0.05 MILE NORTH ALONG A DIRT ROAD, 0.25 DC0981'MILE NORTHWEST OF BENCH MARK L 895, ON THE TOP OF AND NEAR DC0981'THE EDGE OF A BLUFF OVERLOOKING THE PACIFIC OCEAN, 219.5 FEET DC0981'NORTH OF THE NORTH CORNER OF THE RESIDENCE OF L.S. MOORE, 20 DC0981'FEET WEST OF THE CENTER LINE OF THE ROAD, 5 FEET EAST OF THE DC0981'EDGE OF THE BLUFF, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET DC0981'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE DC0981'GROUND. DC0981 DC0981 STATION RECOVERY (1960) DC0981 DC0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FGJ) DC0981'STATION IS ON A HIGH COASTAL BLUFF, ABOUT 3/4 MILE N OF SCRIPPS DC0981'INST. ON A PRIVATE DIRT ROAD LEADING ALONG EDGE OF BLUFF DC0981'ABOUT 85 YARDS N OF THE RESIDENCE OWNED BY SAMUEL BELL AT DC0981'9044 LA JOLLA SHORES DRIVE. DC0981' DC0981'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED. REFERENCE DC0981'MARK NO. 1 APPEARS TO BE SOMEWHAT LOOSE AND SHOULD BE RESET. DC0981'STATION AND R.M. 2 ARE IN GOOD CONDITION. DC0981' DC0981'STATION MARK IS A STANDARD BRONZE TRIANGULATION DISC SET IN A DC0981'CONCRETE MONUMENT, 6 INCHES ABOVE GROUND DC0981'AND STAMPED VIEW 1933. DC0981' DC0981'R.M. 1 IS A STANDARD BRONZE TRIANGULATION REFERENCE MARK DISC DC0981'SET IN A CONCRETE MONUMENT, 12 INCHES ABOVE GROUND DC0981'AND STAMPED VIEW NO. 1 1933. DC0981' DC0981'R.M. 2 IS A STANDARD BRONZE TRIANGULATION REFERENCE MARK DISC DC0981'SET IN A CONCRETE MONUMENT, 6 INCHES ABOVE GROUND, AS DESCRIBED DC0981'AND STAMPED VIEW NO. 2 1933. DC0981' DC0981'TO REACH STATION FROM ARCH MARKED LA JOLLA ON U.S. HIGHWAY 101 DC0981'FRONTAGE ROAD, PROCEED S TOWARD LA JOLLA FOR 0.1 MILE ON FRONTAGE DC0981'ROAD. TURN RIGHT (WEST) ONTO LA JOLLA SHORES DRIVE AND CONTINUE DC0981'1.0 MILE TO POINT WHERE ROAD TURNS SHARPLY TO S AT RESIDENCE, DC0981'9044 LA JOLLA SHORES DRIVE. STATION IS ABOUT 85 YARDS N ON DC0981'EDGE OF BLUFF. DC0981 DC0981 STATION RECOVERY (1961) DC0981 DC0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN) DC0981'THE STATION AND REFERENCE MARKS WERE RECOVERED. DC0981' DC0981'LOCATED ON THE COASTAL BLUFF ABOUT 280 FEET ABOVE SEA LEVEL, DC0981'IN THE NORTH SECTION OF LA JOLLA, ABOUT 5/8 MILE NORTH-NORTHEAST DC0981'OF THE SCRIPPS INSTITUTE OF OCEANOGRAPHY, ABOUT 250 FEET DC0981'NORTH OF A SHARP SWITCH BACK IN LA JOLLA SHORES DRIVE AND DC0981'220 FEET NORTH OF THE RESIDENCE AT 9044 LA JOLLA SHORES DRIVE. DC0981' DC0981'THE STATION IS A STANDARD DISK STAMPED VIEW 1933 SET IN THE TOP DC0981'OF AN 8-INCH, SQUARE, CONCRETE MONUMENT, PROJECTING 10 INCHES. DC0981'IT IS 5 FEET EAST OF THE EDGE OF THE BLUFF AND ALONG THE WEST DC0981'EDGE OF A DIRT ROAD. DC0981' DC0981'REFERENCE MARK 1 IS A STANDARD DISK STAMPED VIEW NO. 1 1933 DC0981'SET IN THE TOP OF AN 8-INCH, SQUARE, CONCRETE MONUMENT, PROJECTING DC0981'4 INCHES. IT IS ABOUT THE SAME ELEVATION AS THE STATION. DC0981'THE SOUTHEAST CORNER HAS BEEN CHIPPED OFF THE TOP OF THE DC0981'MONUMENT, AND THE MONUMENT LEANS SLIGHTLY TO THE WEST. DC0981' DC0981'REFERENCE MARK 2 IS A STANDARD DISK STAMPED VIEW NO. 2 1933 DC0981'SET IN THE TOP OF AN 8-INCH, SQUARE, CONCRETE MONUMENT, DC0981'PROJECTING 4 INCHES. IT IS ABOUT 5 FEET HIGHER THAN THE DC0981'STATION. DC0981 DC0981 STATION RECOVERY (1970) DC0981 DC0981'RECOVERY NOTE BY CITY OF SAN DIEGO CALIFORNIA 1970 DC0981'RECOVERED IN GOOD CONDITION. DC0981 DC0981 STATION RECOVERY (1982) DC0981 DC0981'RECOVERY NOTE BY DEFENSE MAP AGENCY 1982 (ML) DC0981'VIEW 1933 RECOVERED GOOD. DC0981' DC0981'VIEW NO 1 1933 DISTURBED. DC0981' DC0981'VIEW NO 2 1933 RECOVERED GOOD. DC0981' DC0981'DISTANCE AND DIRECTION FROM NEAREST TOWN--LA JOLLA, CA. DC0981 DC0981 STATION RECOVERY (1983) DC0981 DC0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN) DC0981'THE STATION, REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION. THE DC0981'BROKEN OFF POST OF REFERENCE MARK 2 WAS FOUND, DISK MISSING, REFERENCE DC0981'MARK 3 WAS ESTABLISHED. THE ORIGINAL DESCRIPTION STATES THERE IS AN DC0981'UNDER GROUND STATION MARK. THE STATION IS LOCATED 1.2 KM (0.75 MI) DC0981'NORTH OF SCRIPPS INSTITUTE, NEAR THE EDGE OF THE COASTAL BLUFF, IN THE DC0981'BACKYARD OF 9050 LA JOLLA DRIVE, NEAR THE CENTER OF THE WEST EDGE OF DC0981'THE YARD ABOUT 85 METERS (278.9 FT) NORTHWEST OF THE SHARP TURN IN LA DC0981'JOLLA LANE. TO REACH THE STATION FROM THE STATION FROM THE DC0981'INTERSECTION OF LA JOLLA DRIVE AND LA JOLLA LANE. GO NORTH ON LA DC0981'JOLLA LANE FOR 0.3 KM (0.20 MI) TO A SHARP RIGHT TURN IN THE LANE AND DC0981'THE DRIVEWAY OF 9050 LA JOLLA DRIVE STRAIGHT AHEAD, 9044 LA JOLLA DC0981'DRIVE ON THE LEFT (WEST) AND A STREET NAME SIGN ON THE RIGHT AHEAD (LA DC0981'JOLLA LANE 2300) AND THE STATION IN THE BACKYARD OF 9050. THE STATION DC0981'MARK IS A STANDARD CGS DISK, STAMPED--VIEW 1933--, SET INTO THE TOP OF DC0981'A SQUARE CONCRETE POST, 25 CM ON SIDE, PROJECTING 30 CM ABOVE THE DC0981'GROUND. LOCATED 1.5 M (5 FT) EAST OF THE EDGE OF THE BLUFF AND ON THE DC0981'WEST EDGE OF A SHALLOW EROSION CONTROL DITCH. REFERENCE MARK 1 IS A DC0981'STANDARD CGS DISK, STAMPED--VIEW 1933 NO 1--, SET INTO THE TOP OF A DC0981'SQUARE CONCRETE MONUMENT, 20 CM ON SIDE, FLUSH WITH THE GROUND. DC0981'LOCATED 1.5 METER (4.9 FT) EAST FROM THE EDGE OF THE BLUFF, LOWER THAN DC0981'THE STATION. REFERENCE MARK NO 3 IS A STANDARD NGS DISK, STAMPED--VIEW DC0981'1933 NO 3 1983--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 20 DC0981'CM ON SIDE, FLUSH WITH THE GROUND. LOCATED 0.3 METER (1.0 FT) DC0981'SOUTHWEST FROM A SPRINKLER HEAD THAT PROJECTS ABOUT 15 CM (6 INCHES) DC0981'AND ABOUT THE CENTER OF THE YARD. DC0981 DC0981 STATION RECOVERY (1990) DC0981 DC0981'RECOVERY NOTE BY US POWER SQUADRON 1990 (PG) DC0981'RECOVERED IN GOOD CONDITION. DC0981 DC0981 STATION RECOVERY (1993) DC0981 DC0981'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1993 DC0981'RECOVERED IN GOOD CONDITION. NOTE--STAMPING ON DISK IS DAMAGED. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 DC2145 *********************************************************************** DC2145 DESIGNATION - Y 892 RESET DC2145 PID - DC2145 DC2145 STATE/COUNTY- CA/SAN DIEGO DC2145 USGS QUAD - LA MESA (1980) DC2145 DC2145 *CURRENT SURVEY CONTROL DC2145 ___________________________________________________________________ DC2145* NAD 83(1986)- 32 47 56. (N) 117 05 28. (W) SCALED DC2145* NAVD 88 - 34.87 (+/-2cm) 114.4 (feet) VERTCON DC2145 ___________________________________________________________________ DC2145 GEOID HEIGHT- -34.32 (meters) GEOID99 DC2145 DC2145 VERT ORDER - THIRD (See Below) DC2145 DC2145.The horizontal coordinates were scaled from a topographic map and have DC2145.an estimated accuracy of +/- 6 seconds. DC2145 DC2145.The NAVD 88 height was computed by applying the VERTCON shift value to DC2145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DC2145.The vertical order pertains to the superseded datum. DC2145 DC2145.The geoid height was determined by GEOID99. DC2145 DC2145; North East Units Estimated Accuracy DC2145;SPC CA 6 - 570,430. 1,921,220. MT (+/- 180 meters Scaled) DC2145 DC2145 SUPERSEDED SURVEY CONTROL DC2145 DC2145 NGVD 29 - 34.24 (m) 112.3 (f) RESET 3 DC2145 DC2145.Superseded values are not recommended for survey control. DC2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC2145.See file dsdata.txt to determine how the superseded data were derived. DC2145 DC2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS914289(NAD 83) DC2145_MARKER: DB = BENCH MARK DISK DC2145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DC2145_STAMPING: Y 892 RESET 1962 DC2145_MARK LOGO: CGS DC2145_MAGNETIC: N = NO MAGNETIC MATERIAL DC2145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DC2145+STABILITY: SURFACE MOTION DC2145 DC2145 HISTORY - Date Condition Report By DC2145 HISTORY - 1962 MONUMENTED CA-073 DC2145 DC2145 STATION DESCRIPTION DC2145 DC2145'DESCRIBED BY SAN DIEGO COUNTY CALIFORNIA 1962 DC2145'0.9 MILES (1.4 KM) NE ALONG MISSION GORGE ROAD (MISSION AVENUE) FROM DC2145'MAINTENANCE STATION 1 OF SAN DIEGO COUNTY DEPT. OF ROADS, 54 FEET DC2145'(16.5 M) RIGHT OF STATION 35 +3465 RS 1634 - MISSION GORGE ROAD, 390 DC2145'FEET (118.9 M) NORTHEAST OF THE INTERSECTION OF MISSION GORGE ROAD DC2145'AND OLD CLIFFS ROAD.