1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DC0867 *********************************************************************** DC0867 DESIGNATION - 10.828 USGS DC0867 PID - DC0867 DC0867 STATE/COUNTY- CA/SAN DIEGO DC0867 USGS QUAD - POINT LOMA (1994) DC0867 DC0867 *CURRENT SURVEY CONTROL DC0867 ___________________________________________________________________ DC0867* NAD 83(1986)- 32 43 19. (N) 117 10 18. (W) SCALED DC0867* NAVD 88 - 3.90 (+/-2cm) 12.8 (feet) VERTCON DC0867 ___________________________________________________________________ DC0867 GEOID HEIGHT- -35.01 (meters) GEOID99 DC0867 DC0867 VERT ORDER - FIRST CLASS II (See Below) DC0867 DC0867.The horizontal coordinates were scaled from a topographic map and have DC0867.an estimated accuracy of +/- 6 seconds. DC0867 DC0867.The NAVD 88 height was computed by applying the VERTCON shift value to DC0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DC0867.The vertical order pertains to the superseded datum. DC0867 DC0867.The geoid height was determined by GEOID99. DC0867 DC0867; North East Units Estimated Accuracy DC0867;SPC CA 6 - 561,960. 1,913,600. MT (+/- 180 meters Scaled) DC0867 DC0867 SUPERSEDED SURVEY CONTROL DC0867 DC0867 NGVD 29 - 3.259 (m) 10.69 (f) ADJUSTED 1 2 DC0867 DC0867.Superseded values are not recommended for survey control. DC0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC0867.See file dsdata.txt to determine how the superseded data were derived. DC0867 DC0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS839204(NAD 83) DC0867_MARKER: Q = CHISELED SQUARE DC0867_SETTING: 30 = CULVERT CURB DC0867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DC0867 DC0867 HISTORY - Date Condition Report By DC0867 HISTORY - UNK MONUMENTED USGS DC0867 HISTORY - 1955 GOOD NGS DC0867 HISTORY - 1967 GOOD NGS DC0867 HISTORY - 1978 GOOD NGS DC0867 HISTORY - 19971206 GOOD USPSQD DC0867 HISTORY - 20021207 MARK NOT FOUND USPSQD DC0867 DC0867 STATION DESCRIPTION DC0867 DC0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 DC0867'AT SAN DIEGO. DC0867'AT SAN DIEGO, AT THE CIVIC CENTER, ON TOP OF THE WEST EDGE OF THE DC0867'WEST CONCRETE CURB OF THE PACIFIC COAST HIGHWAY, DIRECTLY IN LINE DC0867'WITH EAST ENTRANCE TO THE BUILDING, 45.9 FEET EAST OF THE EAST DC0867'SIDE OF THE BASE FOR THE FLAG POLE, AND ABOUT LEVEL WITH THE DC0867'SIDEWALK. DC0867 DC0867 STATION RECOVERY (1967) DC0867 DC0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 DC0867'RECOVERED IN GOOD CONDITION. DC0867 DC0867 STATION RECOVERY (1978) DC0867 DC0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 DC0867'ADD- NOT FIT FOR FIRST ORDER LEVELS. DC0867 DC0867 STATION RECOVERY (1997) DC0867 DC0867'RECOVERY NOTE BY US POWER SQUADRON 1997 DC0867'RECOVERED IN GOOD CONDITION. DC0867 DC0867 STATION RECOVERY (2002) DC0867 DC0867'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM) DC0867'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 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 = JANUARY 6, 2003 DC1323 *********************************************************************** DC1323 TIDAL BM - This is a Tidal Bench Mark. DC1323 DESIGNATION - 941 0170 N TIDAL DC1323 PID - DC1323 DC1323 STATE/COUNTY- CA/SAN DIEGO DC1323 USGS QUAD - POINT LOMA (1994) DC1323 DC1323 *CURRENT SURVEY CONTROL DC1323 ___________________________________________________________________ DC1323* NAD 83(1986)- 32 42 56. (N) 117 10 20. (W) SCALED DC1323* NAVD 88 - 4.538 (meters) 14.89 (feet) ADJUSTED DC1323 ___________________________________________________________________ DC1323 GEOID HEIGHT- -35.04 (meters) GEOID99 DC1323 DYNAMIC HT - 4.533 (meters) 14.87 (feet) COMP DC1323 MODELED GRAV- 979,515.2 (mgal) NAVD 88 DC1323 DC1323 VERT ORDER - FIRST CLASS I DC1323 DC1323.The horizontal coordinates were scaled from a topographic map and have DC1323.an estimated accuracy of +/- 6 seconds. DC1323 DC1323.The orthometric height was determined by differential leveling DC1323.and adjusted by the National Geodetic Survey in June 1991. DC1323.WARNING-Repeat measurements at this control monument indicate possible DC1323.vertical movement. DC1323 DC1323.This Tidal Bench Mark is designated as VM 910 DC1323.by the Center for Operational Oceanographic Products and Services. DC1323 DC1323.The geoid height was determined by GEOID99. DC1323 DC1323.The dynamic height is computed by dividing the NAVD 88 DC1323.geopotential number by the normal gravity value computed on the DC1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DC1323.degrees latitude (g = 980.6199 gals.). DC1323 DC1323.The modeled gravity was interpolated from observed gravity values. DC1323 DC1323; North East Units Estimated Accuracy DC1323;SPC CA 6 - 561,260. 1,913,540. MT (+/- 180 meters Scaled) DC1323 DC1323 SUPERSEDED SURVEY CONTROL DC1323 DC1323 NGVD 29 - 3.905 (m) 12.81 (f) ADJ UNCH 1 1 DC1323 DC1323.Superseded values are not recommended for survey control. DC1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC1323.See file dsdata.txt to determine how the superseded data were derived. DC1323 DC1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS838197(NAD 83) DC1323_MARKER: DJ = TIDAL STATION DISK DC1323_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) DC1323_STAMPING: 0170 N 1977 DC1323_MARK LOGO: NOS DC1323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DC1323 DC1323 HISTORY - Date Condition Report By DC1323 HISTORY - 1977 MONUMENTED NOS DC1323 HISTORY - 1978 GOOD NGS DC1323 HISTORY - 1987 GOOD NGS DC1323 HISTORY - 1990 GOOD USPSQD DC1323 HISTORY - 19971206 GOOD USPSQD DC1323 HISTORY - 20021207 GOOD USPSQD DC1323 DC1323 STATION DESCRIPTION DC1323 DC1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 DC1323'IN SAN DIEGO. DC1323'AT THE INTERSECTION OF BROADWAY AND HARBOR DRIVE, 305 FT. EAST DC1323'OF THE CENTER LINE OF HARBOR DRIVE, 54 FT. SOUTH OF THE CENTER DC1323'LINE OF BROADWAY, 16 FT. NORTH-NORTHEAST OF THE NORTHEAST CORNER OF DC1323'THE HEADQUARTERS BUILDING OF THE 11TH AND 12TH NAVAL DESTRICTS, 9.7 DC1323'FT. SOUTH OF A GENERAL ELECTRIC CONTROL STAND, PROJECTING 2 INCHES DC1323'ABOVE THE GROUND AND INCASED IN AN UNCAPPED 4 INCH PVC PIPE. DC1323 DC1323 STATION RECOVERY (1987) DC1323 DC1323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 DC1323'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. IN SAN DIEGO, DC1323'IN THE SOUTHEAST CORNER OF THE T-JUNCTION OF BROADWAY AND HARBOR DC1323'DRIVE, 92.9 M (304.8 FT) EAST OF THE DRIVE CENTERLINE, 16.4 M (53.8 DC1323'FT) SOUTH OF THE CENTERLINE OF BROADWAY, 4.9 M (16.1 FT) NORTHEAST OF DC1323'THE NORTHEAST CORNER OF THE 11TH NAVAL HEADQUARTERS BUILDING, 2.9 M DC1323'(9.5 FT) SOUTH OF A GENERAL ELECTRIC JUNCTION BOX. DC1323'THE MARK IS ABOVE LEVEL WITH BROADWAY. DC1323 DC1323 STATION RECOVERY (1990) DC1323 DC1323'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBC) DC1323'RECOVERED IN GOOD CONDITION. DC1323 DC1323 STATION RECOVERY (1997) DC1323 DC1323'RECOVERY NOTE BY US POWER SQUADRON 1997 DC1323'RECOVERED IN GOOD CONDITION. DC1323 DC1323 STATION RECOVERY (2002) DC1323 DC1323'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM) DC1323'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DC0891 *********************************************************************** DC0891 TIDAL BM - This is a Tidal Bench Mark. DC0891 DESIGNATION - 941 0170 TIDAL 12 DC0891 PID - DC0891 DC0891 STATE/COUNTY- CA/SAN DIEGO DC0891 USGS QUAD - POINT LOMA (1994) DC0891 DC0891 *CURRENT SURVEY CONTROL DC0891 ___________________________________________________________________ DC0891* NAD 83(1986)- 32 42 56. (N) 117 10 22. (W) SCALED DC0891* NAVD 88 - 5.038 (meters) 16.53 (feet) ADJUSTED DC0891 ___________________________________________________________________ DC0891 GEOID HEIGHT- -35.04 (meters) GEOID99 DC0891 DYNAMIC HT - 5.033 (meters) 16.51 (feet) COMP DC0891 MODELED GRAV- 979,515.3 (mgal) NAVD 88 DC0891 DC0891 VERT ORDER - FIRST CLASS I DC0891 DC0891.The horizontal coordinates were scaled from a topographic map and have DC0891.an estimated accuracy of +/- 6 seconds. DC0891 DC0891.The orthometric height was determined by differential leveling DC0891.and adjusted by the National Geodetic Survey in June 1991. DC0891.WARNING-Repeat measurements at this control monument indicate possible DC0891.vertical movement. DC0891 DC0891.This Tidal Bench Mark is designated as VM 904 DC0891.by the Center for Operational Oceanographic Products and Services. DC0891 DC0891.The geoid height was determined by GEOID99. DC0891 DC0891.The dynamic height is computed by dividing the NAVD 88 DC0891.geopotential number by the normal gravity value computed on the DC0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DC0891.degrees latitude (g = 980.6199 gals.). DC0891 DC0891.The modeled gravity was interpolated from observed gravity values. DC0891 DC0891; North East Units Estimated Accuracy DC0891;SPC CA 6 - 561,260. 1,913,490. MT (+/- 180 meters Scaled) DC0891 DC0891 SUPERSEDED SURVEY CONTROL DC0891 DC0891 NGVD 29 - 4.404 (m) 14.45 (f) ADJ UNCH 1 1 DC0891 DC0891.Superseded values are not recommended for survey control. DC0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC0891.See file dsdata.txt to determine how the superseded data were derived. DC0891 DC0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS838197(NAD 83) DC0891_MARKER: DB = BENCH MARK DISK DC0891_SETTING: 40 = 3-STORY BUILDING DC0891_STAMPING: 12 1926 DC0891_MARK LOGO: CGS DC0891_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DC0891+STABILITY: POSITION/ELEVATION WELL DC0891 DC0891 HISTORY - Date Condition Report By DC0891 HISTORY - 1926 MONUMENTED CGS DC0891 HISTORY - 1962 GOOD NGS DC0891 HISTORY - 1970 GOOD CA3260 DC0891 HISTORY - 1978 GOOD NGS DC0891 HISTORY - 1987 GOOD NGS DC0891 HISTORY - 19971206 GOOD USPSQD DC0891 HISTORY - 20021207 GOOD USPSQD DC0891 DC0891 STATION DESCRIPTION DC0891 DC0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 DC0891'AT SAN DIEGO. DC0891'AT THE SOUTHEAST CORNER OF THE INTERSECTION OF HARBOR DRIVE AND DC0891'BROADWAY. A STANDARD DISK SET VERTICALLY IN THE WEST WALL OF DC0891'THE HEADQUARTERS BUILDING OF THE 11TH NAVAL DISTRICT, 15 INCHES DC0891'SOUTH OF THE NORTHWEST CORNER OF THE BUILDING AND ABOUT 3 FEET DC0891'ABOVE THE LEVEL OF THE GROUND. DC0891 DC0891 STATION RECOVERY (1970) DC0891 DC0891'RECOVERY NOTE BY CITY OF SAN DIEGO CALIFORNIA 1970 DC0891'RECOVERED IN GOOD CONDITION. DC0891 DC0891 STATION RECOVERY (1978) DC0891 DC0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 DC0891'RECOVERED IN GOOD CONDITION. DC0891 DC0891 STATION RECOVERY (1987) DC0891 DC0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 DC0891'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. IN SAN DIEGO, DC0891'IN THE SOUTHEAST CORNER OF THE T-JUNCTION OF BROADWAY AND HARBOR DC0891'DRIVE, SET VERTICALLY IN THE WEST WALL OF THE 11TH NAVAL HEADQUARTERS DC0891'BUILDING, 14.6 M (47.9 FT) EAST OF THE DRIVE CENTERLINE, 20.7 M (67.9 DC0891'FT) SOUTH OF THE CENTERLINE OF BROADWAY, 0.35 M (1.1 FT) SOUTH OF THE DC0891'NORTHWEST CORNER OF THE BUILDING. DC0891'THE MARK IS 1.0 M ABOVE THE GROUND. DC0891 DC0891 STATION RECOVERY (1997) DC0891 DC0891'RECOVERY NOTE BY US POWER SQUADRON 1997 DC0891'RECOVERED IN GOOD CONDITION. DC0891 DC0891 STATION RECOVERY (2002) DC0891 DC0891'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM) DC0891'MARK PAINTED OVER. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DC1322 *********************************************************************** DC1322 TIDAL BM - This is a Tidal Bench Mark. DC1322 DESIGNATION - 941 0170 TIDAL 16 DC1322 PID - DC1322 DC1322 STATE/COUNTY- CA/SAN DIEGO DC1322 USGS QUAD - POINT LOMA (1994) DC1322 DC1322 *CURRENT SURVEY CONTROL DC1322 ___________________________________________________________________ DC1322* NAD 83(1986)- 32 42 56. (N) 117 10 24. (W) SCALED DC1322* NAVD 88 - 5.030 (meters) 16.50 (feet) ADJUSTED DC1322 ___________________________________________________________________ DC1322 GEOID HEIGHT- -35.04 (meters) GEOID99 DC1322 DYNAMIC HT - 5.025 (meters) 16.49 (feet) COMP DC1322 MODELED GRAV- 979,515.5 (mgal) NAVD 88 DC1322 DC1322 VERT ORDER - FIRST CLASS I DC1322 DC1322.The horizontal coordinates were scaled from a topographic map and have DC1322.an estimated accuracy of +/- 6 seconds. DC1322 DC1322.The orthometric height was determined by differential leveling DC1322.and adjusted by the National Geodetic Survey in June 1991. DC1322 DC1322.This Tidal Bench Mark is designated as VM 909 DC1322.by the Center for Operational Oceanographic Products and Services. DC1322 DC1322.The geoid height was determined by GEOID99. DC1322 DC1322.The dynamic height is computed by dividing the NAVD 88 DC1322.geopotential number by the normal gravity value computed on the DC1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DC1322.degrees latitude (g = 980.6199 gals.). DC1322 DC1322.The modeled gravity was interpolated from observed gravity values. DC1322 DC1322; North East Units Estimated Accuracy DC1322;SPC CA 6 - 561,260. 1,913,440. MT (+/- 180 meters Scaled) DC1322 DC1322 SUPERSEDED SURVEY CONTROL DC1322 DC1322 NGVD 29 - 4.396 (m) 14.42 (f) ADJ UNCH 1 1 DC1322 DC1322.Superseded values are not recommended for survey control. DC1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC1322.See file dsdata.txt to determine how the superseded data were derived. DC1322 DC1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS837197(NAD 83) DC1322_MARKER: DJ = TIDAL STATION DISK DC1322_SETTING: 30 = FLAGPOLE FOUNDATION DC1322_STAMPING: NO 16 1974 DC1322_MARK LOGO: NOS DC1322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DC1322 DC1322 HISTORY - Date Condition Report By DC1322 HISTORY - 1974 MONUMENTED NOS DC1322 HISTORY - 1978 GOOD NGS DC1322 HISTORY - 1987 GOOD NGS DC1322 HISTORY - 1990 GOOD USPSQD DC1322 HISTORY - 19971206 GOOD USPSQD DC1322 HISTORY - 20021207 GOOD USPSQD DC1322 DC1322 STATION DESCRIPTION DC1322 DC1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 DC1322'IN SAN DIEGO. DC1322'AT THE BROADWAY STREET PIER, AT THE WEST END OF BROADWAY, DC1322'SET IN TOP OF THE MOST SOUTHWEST CORNER OF A TRIANGULAR DC1322'FOUNDATION SUPPORTING THREE FLAGPOLES, 5 FT. SOUTH OF THE EXTENDED DC1322'CENTER LINE OF BROADWAY, AT THE EAST END OF THE PIER. DC1322 DC1322 STATION RECOVERY (1987) DC1322 DC1322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 DC1322'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. IN SAN DIEGO, DC1322'AT THE JUNCTION OF BROADWAY AND HARBOR DRIVE, AT THE EAST END OF THE DC1322'BROADWAY PIER, IN TOP OF THE SOUTHWEST CORNER OF A TRIANGULAR-SHAPED DC1322'FOUNDATION FOR 3 FLAG POLES, 20.2 M (66.3 FT) WEST OF THE DRIVE DC1322'CENTERLINE, 1.5 M (4.9 FT) SOUTH OF THE EXTENDED CENTERLINE OF DC1322'BROADWAY. DC1322'THE MARK IS 0.7 M ABOVE THE GROUND. DC1322 DC1322 STATION RECOVERY (1990) DC1322 DC1322'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBC) DC1322'RECOVERED IN GOOD CONDITION. DC1322 DC1322 STATION RECOVERY (1997) DC1322 DC1322'RECOVERY NOTE BY US POWER SQUADRON 1997 DC1322'RECOVERED IN GOOD CONDITION. DC1322 DC1322 STATION RECOVERY (2002) DC1322 DC1322'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM) DC1322'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DC1950 *********************************************************************** DC1950 DESIGNATION - CLIFF DC1950 PID - DC1950 DC1950 STATE/COUNTY- CA/SAN DIEGO DC1950 USGS QUAD - MOUNT LAGUNA (1988) DC1950 DC1950 *CURRENT SURVEY CONTROL DC1950 ___________________________________________________________________ DC1950* NAD 83(1992)- 32 47 24.59472(N) 116 29 00.66933(W) ADJUSTED DC1950* NAVD 88 - 1546. (meters) 5072. (feet) SCALED DC1950 ___________________________________________________________________ DC1950 EPOCH DATE - 1991.35 DC1950 LAPLACE CORR- 0.58 (seconds) DEFLEC99 DC1950 GEOID HEIGHT- -31.68 (meters) GEOID99 DC1950 DC1950 HORZ ORDER - SECOND DC1950 DC1950.The horizontal coordinates were established by classical geodetic methods DC1950.and adjusted by the National Geodetic Survey in June 1996. DC1950.The horizontal coordinates are valid at the epoch date displayed above. DC1950.The epoch date for horizontal control is a decimal equivalence DC1950.of Year/Month/Day. DC1950 DC1950.The orthometric height was scaled from a topographic map. DC1950 DC1950.The Laplace correction was computed from DEFLEC99 derived deflections. DC1950 DC1950.The geoid height was determined by GEOID99. DC1950 DC1950; North East Units Scale Converg. DC1950;SPC CA 6 - 569,172.315 1,978,125.407 MT 0.99999887 -0 07 42.0 DC1950;SPC CA 6 - 1,867,359.50 6,489,899.77 sFT 0.99999887 -0 07 42.0 DC1950;UTM 11 - 3,628,143.077 548,361.635 MT 0.99962884 +0 16 47.0 DC1950 DC1950: Primary Azimuth Mark Grid Az DC1950:SPC CA 6 - CLIFF AZ MK 161 37 35.8 DC1950:UTM 11 - CLIFF AZ MK 161 13 06.8 DC1950 DC1950|---------------------------------------------------------------------| DC1950| PID Reference Object Distance Geod. Az | DC1950| dddmmss.s | DC1950| CE9139 CLIFF RM 1 5.844 METERS 08834 | DC1950| CE9138 CLIFF AZ MK 1612953.8 | DC1950| CE9140 CLIFF RM 2 9.243 METERS 17850 | DC1950|---------------------------------------------------------------------| DC1950 DC1950 SUPERSEDED SURVEY CONTROL DC1950 DC1950 NAD 83(1986)- 32 47 24.59438(N) 116 29 00.66767(W) AD(1984.00) 2 DC1950 NAD 27 - 32 47 24.41200(N) 116 28 57.60960(W) AD( ) 2 DC1950 DC1950.Superseded values are not recommended for survey control. DC1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC1950.See file dsdata.txt to determine how the superseded data were derived. DC1950 DC1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS4836228143(NAD 83) DC1950_MARKER: DS = TRIANGULATION STATION DISK DC1950_SETTING: 66 = SET IN ROCK OUTCROP DC1950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DC1950+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2002 DC1950 DC1950 HISTORY - Date Condition Report By DC1950 HISTORY - 1958 MONUMENTED CGS DC1950 HISTORY - 20020707 GOOD INDIV DC1950 DC1950 STATION DESCRIPTION DC1950 DC1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH) DC1950'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT DC1950'RIDGE THAT BORDERS THE EAST SIDE OF COTTONWOOD CREEK AND DC1950'IS AIRLINE ABOUT 4 MILES NORTH OF BOULDER OAKS, 3-1/2 MILES DC1950'SOUTHEAST OF PINE VALLEY, AND 1 MILE EAST OF U.S. HIGHWAY DC1950'80. DC1950' DC1950'TO REACH THE STATION FROM THE POST OFFICE IN PINE VALLEY GO DC1950'SOUTHEAST ON U.S. HIGHWAY FOR 4.4 MILES TO THE JUNCTION OF DC1950'THE ROAD TO CAMPO ON THE RIGHT. CONTINUE SOUTHEAST ON U.S. DC1950'HIGHWAY 80 FOR 1.7 MILES TO A SIDE ROAD AND A SIGN SHEEPHEAD DC1950'T.T. ON THE LEFT. TURN LEFT, PASS THROUGH A GATE, AND GO NORTH DC1950'1.8 MILES TO A GATE. PASS THROUGH THE GATE AND CONTINUE DC1950'NORTH 1.6 MILES TO A CAIRN ON THE RIGHT AND THE AZIMUTH MARK DC1950'ON THE LEFT. CONTINUE NORTH 0.2 MILE TO A CAIRN ON THE LEFT DC1950'AT A SHARP RIGHT CURVE IN THE ROAD. PACK NORTH UP A DRAW DC1950'AND ALONG A RIDGE ABOUT 1/2 MILE TO THE HIGHEST POINT AND DC1950'THE STATION. PACKING TIME--ABOUT 1/2 HOUR. DC1950' DC1950'THE STATION MARK IS A STANDARD DISK STAMPED CLIFF 1958 CEMENTED DC1950'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH DC1950'THE GROUND. DC1950' DC1950'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CLIFF DC1950'NO 1 1958 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK DC1950'THAT PROJECTS 1 FOOT ABOVE THE GROUND AND IS 3 FEET LOWER THAN DC1950'THE STATION. DC1950' DC1950'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CLIFF NO DC1950'2 1958 CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER DC1950'THAT PROJECTS 2 FEET ABOVE THE GROUND AND IS 6 FEET LOWER THAN DC1950'THE STATION. DC1950' DC1950'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF THE SHEEPHEAD DC1950'TRUCK TRAIL AND IS A STANDARD DISK STAMPED CLIFF 1958 CEMENTED DC1950'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 5 FEET DC1950'ABOVE THE GROUND. IT IS ABOUT 70 FEET WEST OF THE CENTERLINE DC1950'OF THE ROAD AND ABOUT 75 FEET WEST OF A 3-FOOT CAIRN. DC1950 DC1950 STATION RECOVERY (2002) DC1950 DC1950'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (PJ) DC1950'FD MON AND BOTH RMS 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 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 = JANUARY 6, 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 = JANUARY 6, 2003 DC0894 *********************************************************************** DC0894 DESIGNATION - H 1 DC0894 PID - DC0894 DC0894 STATE/COUNTY- CA/SAN DIEGO DC0894 USGS QUAD - POINT LOMA (1994) DC0894 DC0894 *CURRENT SURVEY CONTROL DC0894 ___________________________________________________________________ DC0894* NAD 83(1986)- 32 43 17. (N) 117 10 19. (W) SCALED DC0894* NAVD 88 - 6.169 (meters) 20.24 (feet) READJUSTED DC0894 ___________________________________________________________________ DC0894 GEOID HEIGHT- -35.01 (meters) GEOID99 DC0894 DYNAMIC HT - 6.160 (meters) 20.21 (feet) COMP DC0894 MODELED GRAV- 979,514.7 (mgal) NAVD 88 DC0894 DC0894 VERT ORDER - * READJUSTED, Code F , SEE BELOW DC0894 DC0894.The horizontal coordinates were scaled from a topographic map and have DC0894.an estimated accuracy of +/- 6 seconds. DC0894 DC0894.The orthometric height was determined by differential leveling DC0894.and adjusted by the National Geodetic Survey in February 1993. DC0894.* This is a READJUSTED BENCH MARK height. Code F indicates a DC0894.distribution rate greater than 8.0 mm/km. DC0894.The height was derived from older observations constrained to new DC0894.heights in a crustal motion area. The height is approximate in DC0894.relation to other heights in its vicinity. DC0894 DC0894.The geoid height was determined by GEOID99. DC0894 DC0894.The dynamic height is computed by dividing the NAVD 88 DC0894.geopotential number by the normal gravity value computed on the DC0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DC0894.degrees latitude (g = 980.6199 gals.). DC0894 DC0894.The modeled gravity was interpolated from observed gravity values. DC0894 DC0894; North East Units Estimated Accuracy DC0894;SPC CA 6 - 561,900. 1,913,570. MT (+/- 180 meters Scaled) DC0894 DC0894 SUPERSEDED SURVEY CONTROL DC0894 DC0894 NGVD 29 - 5.528 (m) 18.14 (f) ADJ UNCH 1 1 DC0894 DC0894.Superseded values are not recommended for survey control. DC0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC0894.See file dsdata.txt to determine how the superseded data were derived. DC0894 DC0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS838204(NAD 83) DC0894_MARKER: DD = SURVEY DISK DC0894_SETTING: 40 = BUILDING DC0894_STAMPING: H 1 18.283 1938 DC0894_MARK LOGO: USGS DC0894_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DC0894+STABILITY: POSITION/ELEVATION WELL DC0894 DC0894 HISTORY - Date Condition Report By DC0894 HISTORY - 1938 MONUMENTED USGS DC0894 HISTORY - 1955 GOOD NGS DC0894 HISTORY - 1967 GOOD NGS DC0894 HISTORY - 1978 GOOD NGS DC0894 HISTORY - 1987 GOOD NGS DC0894 HISTORY - 1988 GOOD USPSQD DC0894 HISTORY - 1989 GOOD USPSQD DC0894 HISTORY - 19971206 GOOD USPSQD DC0894 HISTORY - 20021207 GOOD USPSQD DC0894 DC0894 STATION DESCRIPTION DC0894 DC0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 DC0894'AT SAN DIEGO. DC0894'AT SAN DIEGO, AT THE CIVIC CENTER, SET VERTICALLY IN THE NORTH DC0894'CONCRETE FACE OF THE SOUTHEAST WING, DIRECTLY OVER A BASEMENT DC0894'WINDOW, 24.0 FEET WEST OF THE NORTHEAST CORNER OF THE SOUTHEAST DC0894'WING, 1.1 FEET ABOVE THE WINDOW OPENING, AND ABOUT 3 FEET HIGHER DC0894'THAN THE SIDEWALK. DC0894 DC0894 STATION RECOVERY (1967) DC0894 DC0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 DC0894'RECOVERED IN GOOD CONDITION. DC0894 DC0894 STATION RECOVERY (1978) DC0894 DC0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 DC0894'RECOVERED IN GOOD CONDITION. DC0894 DC0894 STATION RECOVERY (1987) DC0894 DC0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 DC0894'RECOVERED IN GOOD CONDITION. DC0894 DC0894 STATION RECOVERY (1988) DC0894 DC0894'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBC) DC0894'RECOVERED IN GOOD CONDITION. DC0894 DC0894 STATION RECOVERY (1989) DC0894 DC0894'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG) DC0894'RECOVERED IN GOOD CONDITION. DC0894 DC0894 STATION RECOVERY (1997) DC0894 DC0894'RECOVERY NOTE BY US POWER SQUADRON 1997 DC0894'RECOVERED IN GOOD CONDITION. DC0894 DC0894 STATION RECOVERY (2002) DC0894 DC0894'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM) DC0894'THE CIVIC CENTER IS NOW NAMED THE COUNTY ADMINISTRATION CENTER 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DC0905 *********************************************************************** DC0905 DESIGNATION - H 10 DC0905 PID - DC0905 DC0905 STATE/COUNTY- CA/SAN DIEGO DC0905 USGS QUAD - POINT LOMA (1994) DC0905 DC0905 *CURRENT SURVEY CONTROL DC0905 ___________________________________________________________________ DC0905* NAD 83(1986)- 32 43 21. (N) 117 10 19. (W) SCALED DC0905* NAVD 88 - 6.164 (meters) 20.22 (feet) ADJUSTED DC0905 ___________________________________________________________________ DC0905 GEOID HEIGHT- -35.01 (meters) GEOID99 DC0905 DYNAMIC HT - 6.157 (meters) 20.20 (feet) COMP DC0905 MODELED GRAV- 979,514.6 (mgal) NAVD 88 DC0905 DC0905 VERT ORDER - FIRST CLASS I DC0905 DC0905.The horizontal coordinates were scaled from a topographic map and have DC0905.an estimated accuracy of +/- 6 seconds. DC0905 DC0905.The orthometric height was determined by differential leveling DC0905.and adjusted by the National Geodetic Survey in June 1991. DC0905 DC0905.The geoid height was determined by GEOID99. DC0905 DC0905.The dynamic height is computed by dividing the NAVD 88 DC0905.geopotential number by the normal gravity value computed on the DC0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DC0905.degrees latitude (g = 980.6199 gals.). DC0905 DC0905.The modeled gravity was interpolated from observed gravity values. DC0905 DC0905; North East Units Estimated Accuracy DC0905;SPC CA 6 - 562,030. 1,913,570. MT (+/- 180 meters Scaled) DC0905 DC0905 SUPERSEDED SURVEY CONTROL DC0905 DC0905 NGVD 29 - 5.522 (m) 18.12 (f) ADJ UNCH 1 1 DC0905 DC0905.Superseded values are not recommended for survey control. DC0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC0905.See file dsdata.txt to determine how the superseded data were derived. DC0905 DC0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS838205(NAD 83) DC0905_MARKER: DD = SURVEY DISK DC0905_SETTING: 40 = BUILDING DC0905_STAMPING: H 10 18.286 1938 DC0905_MARK LOGO: USGS DC0905_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DC0905+STABILITY: POSITION/ELEVATION WELL DC0905 DC0905 HISTORY - Date Condition Report By DC0905 HISTORY - 1938 MONUMENTED USGS DC0905 HISTORY - 1955 GOOD NGS DC0905 HISTORY - 1967 GOOD NGS DC0905 HISTORY - 1978 GOOD NGS DC0905 HISTORY - 1987 GOOD NGS DC0905 HISTORY - 1988 GOOD USPSQD DC0905 HISTORY - 1989 GOOD USPSQD DC0905 HISTORY - 19971206 GOOD USPSQD DC0905 HISTORY - 20021207 GOOD USPSQD DC0905 DC0905 STATION DESCRIPTION DC0905 DC0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 DC0905'AT SAN DIEGO. DC0905'AT SAN DIEGO, AT THE CIVIC CENTER, SET VERTICALLY IN THE NORTH DC0905'CONCRETE WALL AT THE WEST END OF THE CENTER SECTION, 3.7 FEET EAST DC0905'OF THE EAST END OF THE NORTHWEST WING, 6.1 FEET WEST OF THE WEST DC0905'EDGE OF THE WEST ONE OF FIVE BASEMENT WINDOWS, AND ABOUT 4 FEET DC0905'ABOVE THE GROUND. DC0905 DC0905 STATION RECOVERY (1967) DC0905 DC0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 DC0905'RECOVERED IN GOOD CONDITION. DC0905 DC0905 STATION RECOVERY (1978) DC0905 DC0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 DC0905'RECOVERED IN GOOD CONDITION. DC0905 DC0905 STATION RECOVERY (1987) DC0905 DC0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 DC0905'RECOVERED IN GOOD CONDITION. DC0905 DC0905 STATION RECOVERY (1988) DC0905 DC0905'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBC) DC0905'RECOVERED IN GOOD CONDITION. DC0905 DC0905 STATION RECOVERY (1989) DC0905 DC0905'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG) DC0905'RECOVERED IN GOOD CONDITION. DC0905 DC0905 STATION RECOVERY (1997) DC0905 DC0905'RECOVERY NOTE BY US POWER SQUADRON 1997 DC0905'RECOVERED IN GOOD CONDITION. DC0905 DC0905 STATION RECOVERY (2002) DC0905 DC0905'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM) DC0905'THE CIVIC CENTER IS NOW NAMED THE COUNTY ADMINISTRATION CENTER. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DC0862 *********************************************************************** DC0862 DESIGNATION - H 11 DC0862 PID - DC0862 DC0862 STATE/COUNTY- CA/SAN DIEGO DC0862 USGS QUAD - POINT LOMA (1994) DC0862 DC0862 *CURRENT SURVEY CONTROL DC0862 ___________________________________________________________________ DC0862* NAD 83(1986)- 32 43 21. (N) 117 10 19. (W) SCALED DC0862* NAVD 88 - 6.159 (meters) 20.21 (feet) ADJUSTED DC0862 ___________________________________________________________________ DC0862 GEOID HEIGHT- -35.01 (meters) GEOID99 DC0862 DYNAMIC HT - 6.152 (meters) 20.18 (feet) COMP DC0862 MODELED GRAV- 979,514.6 (mgal) NAVD 88 DC0862 DC0862 VERT ORDER - FIRST CLASS I DC0862 DC0862.The horizontal coordinates were scaled from a topographic map and have DC0862.an estimated accuracy of +/- 6 seconds. DC0862 DC0862.The orthometric height was determined by differential leveling DC0862.and adjusted by the National Geodetic Survey in June 1991. DC0862 DC0862.The geoid height was determined by GEOID99. DC0862 DC0862.The dynamic height is computed by dividing the NAVD 88 DC0862.geopotential number by the normal gravity value computed on the DC0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DC0862.degrees latitude (g = 980.6199 gals.). DC0862 DC0862.The modeled gravity was interpolated from observed gravity values. DC0862 DC0862; North East Units Estimated Accuracy DC0862;SPC CA 6 - 562,030. 1,913,570. MT (+/- 180 meters Scaled) DC0862 DC0862 SUPERSEDED SURVEY CONTROL DC0862 DC0862 NGVD 29 - 5.517 (m) 18.10 (f) ADJ UNCH 1 1 DC0862 DC0862.Superseded values are not recommended for survey control. DC0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC0862.See file dsdata.txt to determine how the superseded data were derived. DC0862 DC0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS838205(NAD 83) DC0862_MARKER: DD = SURVEY DISK DC0862_SETTING: 40 = BUILDING DC0862_STAMPING: H 11 18.262 1938 DC0862_MARK LOGO: USGS DC0862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DC0862+STABILITY: POSITION/ELEVATION WELL DC0862 DC0862 HISTORY - Date Condition Report By DC0862 HISTORY - 1938 MONUMENTED USGS DC0862 HISTORY - 1955 GOOD NGS DC0862 HISTORY - 1967 GOOD NGS DC0862 HISTORY - 1978 GOOD NGS DC0862 HISTORY - 1987 GOOD NGS DC0862 HISTORY - 1988 GOOD USPSQD DC0862 HISTORY - 1989 GOOD USPSQD DC0862 HISTORY - 19971206 GOOD USPSQD DC0862 HISTORY - 20021207 GOOD USPSQD DC0862 DC0862 STATION DESCRIPTION DC0862 DC0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 DC0862'AT SAN DIEGO. DC0862'AT SAN DIEGO, AT THE CIVIC CENTER, SET VERTICALLY IN THE NORTH DC0862'CONCRETE WALL OF THE NORTHEAST WING OF THE BUILDING, DIRECTLY DC0862'ABOVE A BASEMENT WINDOW, 26.6 FEET WEST OF THE NORTHEAST CORNER DC0862'OF THE WING, 1.1 FEET ABOVE THE WINDOW OPENING, AND ABOUT 5 1/2 DC0862'FEET HIGHER THAN THE SIDEWALK. DC0862 DC0862 STATION RECOVERY (1967) DC0862 DC0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 DC0862'RECOVERED IN GOOD CONDITION. DC0862 DC0862 STATION RECOVERY (1978) DC0862 DC0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 DC0862'RECOVERED IN GOOD CONDITION. DC0862 DC0862 STATION RECOVERY (1987) DC0862 DC0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 DC0862'RECOVERED IN GOOD CONDITION. DC0862 DC0862 STATION RECOVERY (1988) DC0862 DC0862'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBC) DC0862'RECOVERED IN GOOD CONDITION. DC0862 DC0862 STATION RECOVERY (1989) DC0862 DC0862'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG) DC0862'RECOVERED IN GOOD CONDITION. DC0862 DC0862 STATION RECOVERY (1997) DC0862 DC0862'RECOVERY NOTE BY US POWER SQUADRON 1997 DC0862'RECOVERED IN GOOD CONDITION. DC0862 DC0862 STATION RECOVERY (2002) DC0862 DC0862'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM) DC0862'THE CIVIC CENTER IS NOW NAMED THE COUNTY ADMINISTRATION CENTER 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DC0863 *********************************************************************** DC0863 DESIGNATION - H 12 DC0863 PID - DC0863 DC0863 STATE/COUNTY- CA/SAN DIEGO DC0863 USGS QUAD - POINT LOMA (1994) DC0863 DC0863 *CURRENT SURVEY CONTROL DC0863 ___________________________________________________________________ DC0863* NAD 83(1986)- 32 43 21. (N) 117 10 18. (W) SCALED DC0863* NAVD 88 - 6.167 (meters) 20.23 (feet) READJUSTED DC0863 ___________________________________________________________________ DC0863 GEOID HEIGHT- -35.01 (meters) GEOID99 DC0863 DYNAMIC HT - 6.160 (meters) 20.21 (feet) COMP DC0863 MODELED GRAV- 979,514.5 (mgal) NAVD 88 DC0863 DC0863 VERT ORDER - * READJUSTED, Code F , SEE BELOW DC0863 DC0863.The horizontal coordinates were scaled from a topographic map and have DC0863.an estimated accuracy of +/- 6 seconds. DC0863 DC0863.The orthometric height was determined by differential leveling DC0863.and adjusted by the National Geodetic Survey in February 1993. DC0863.* This is a READJUSTED BENCH MARK height. Code F indicates a DC0863.distribution rate greater than 8.0 mm/km. DC0863.The height was derived from older observations constrained to new DC0863.heights in a crustal motion area. The height is approximate in DC0863.relation to other heights in its vicinity. DC0863 DC0863.The geoid height was determined by GEOID99. DC0863 DC0863.The dynamic height is computed by dividing the NAVD 88 DC0863.geopotential number by the normal gravity value computed on the DC0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DC0863.degrees latitude (g = 980.6199 gals.). DC0863 DC0863.The modeled gravity was interpolated from observed gravity values. DC0863 DC0863; North East Units Estimated Accuracy DC0863;SPC CA 6 - 562,030. 1,913,600. MT (+/- 180 meters Scaled) DC0863 DC0863 SUPERSEDED SURVEY CONTROL DC0863 DC0863 NGVD 29 - 5.525 (m) 18.13 (f) ADJ UNCH 1 1 DC0863 DC0863.Superseded values are not recommended for survey control. DC0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC0863.See file dsdata.txt to determine how the superseded data were derived. DC0863 DC0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS839205(NAD 83) DC0863_MARKER: DD = SURVEY DISK DC0863_SETTING: 40 = BUILDING DC0863_STAMPING: H 12 18.294 1938 DC0863_MARK LOGO: USGS DC0863_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DC0863+STABILITY: POSITION/ELEVATION WELL DC0863 DC0863 HISTORY - Date Condition Report By DC0863 HISTORY - 1938 MONUMENTED USGS DC0863 HISTORY - 1955 GOOD NGS DC0863 HISTORY - 1967 GOOD NGS DC0863 HISTORY - 1978 GOOD NGS DC0863 HISTORY - 1987 GOOD NGS DC0863 HISTORY - 1988 GOOD USPSQD DC0863 HISTORY - 1989 GOOD USPSQD DC0863 HISTORY - 19971206 GOOD USPSQD DC0863 HISTORY - 20021207 GOOD USPSQD DC0863 DC0863 STATION DESCRIPTION DC0863 DC0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 DC0863'AT SAN DIEGO. DC0863'AT SAN DIEGO, AT THE CIVIC CENTER, SET VERTICALLY IN THE SOUTH DC0863'CONCRETE WALL OF THE NORTHEAST WING, DIRECTLY OVER A BASEMENT DC0863'WINDOW, 24.2 FEET WEST OF THE SOUTHWEST CORNER OF THE WING, 1.2 DC0863'FEET ABOVE THE WINDOW OPENING, AND ABOUT 3 FEET HIGHER THAN THE DC0863'SIDEWALK. DC0863 DC0863 STATION RECOVERY (1967) DC0863 DC0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 DC0863'RECOVERED IN GOOD CONDITION. DC0863 DC0863 STATION RECOVERY (1978) DC0863 DC0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 DC0863'RECOVERED IN GOOD CONDITION. DC0863 DC0863 STATION RECOVERY (1987) DC0863 DC0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 DC0863'RECOVERED IN GOOD CONDITION. DC0863 DC0863 STATION RECOVERY (1988) DC0863 DC0863'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBC) DC0863'RECOVERED IN GOOD CONDITION. DC0863 DC0863 STATION RECOVERY (1989) DC0863 DC0863'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG) DC0863'RECOVERED IN GOOD CONDITION. DC0863 DC0863 STATION RECOVERY (1997) DC0863 DC0863'RECOVERY NOTE BY US POWER SQUADRON 1997 DC0863'RECOVERED IN GOOD CONDITION. DC0863 DC0863 STATION RECOVERY (2002) DC0863 DC0863'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM) DC0863'MARK PAINTED OVER. THE CIVIC CENTER IS NOW NAMED THE COUNTY DC0863'ADMINISTRATION CENTER 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DC0864 *********************************************************************** DC0864 DESIGNATION - H 13 DC0864 PID - DC0864 DC0864 STATE/COUNTY- CA/SAN DIEGO DC0864 USGS QUAD - POINT LOMA (1994) DC0864 DC0864 *CURRENT SURVEY CONTROL DC0864 ___________________________________________________________________ DC0864* NAD 83(1986)- 32 43 19. (N) 117 10 19. (W) SCALED DC0864* NAVD 88 - 6.812 (meters) 22.35 (feet) ADJUSTED DC0864 ___________________________________________________________________ DC0864 GEOID HEIGHT- -35.01 (meters) GEOID99 DC0864 DYNAMIC HT - 6.804 (meters) 22.32 (feet) COMP DC0864 MODELED GRAV- 979,514.6 (mgal) NAVD 88 DC0864 DC0864 VERT ORDER - FIRST CLASS I DC0864 DC0864.The horizontal coordinates were scaled from a topographic map and have DC0864.an estimated accuracy of +/- 6 seconds. DC0864 DC0864.The orthometric height was determined by differential leveling DC0864.and adjusted by the National Geodetic Survey in June 1991. DC0864 DC0864.The geoid height was determined by GEOID99. DC0864 DC0864.The dynamic height is computed by dividing the NAVD 88 DC0864.geopotential number by the normal gravity value computed on the DC0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DC0864.degrees latitude (g = 980.6199 gals.). DC0864 DC0864.The modeled gravity was interpolated from observed gravity values. DC0864 DC0864; North East Units Estimated Accuracy DC0864;SPC CA 6 - 561,960. 1,913,570. MT (+/- 180 meters Scaled) DC0864 DC0864 SUPERSEDED SURVEY CONTROL DC0864 DC0864 NGVD 29 - 6.171 (m) 20.25 (f) ADJ UNCH 1 1 DC0864 DC0864.Superseded values are not recommended for survey control. DC0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC0864.See file dsdata.txt to determine how the superseded data were derived. DC0864 DC0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS838204(NAD 83) DC0864_MARKER: DD = SURVEY DISK DC0864_SETTING: 40 = BUILDING DC0864_STAMPING: H 13 20.428 1938 DC0864_MARK LOGO: USGS DC0864_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DC0864+STABILITY: POSITION/ELEVATION WELL DC0864 DC0864 HISTORY - Date Condition Report By DC0864 HISTORY - 1938 MONUMENTED USGS DC0864 HISTORY - 1955 GOOD NGS DC0864 HISTORY - 1967 GOOD NGS DC0864 HISTORY - 1978 GOOD NGS DC0864 HISTORY - 1987 GOOD NGS DC0864 HISTORY - 1988 GOOD USPSQD DC0864 HISTORY - 1989 GOOD USPSQD DC0864 HISTORY - 19971206 GOOD USPSQD DC0864 HISTORY - 20021207 GOOD USPSQD DC0864 DC0864 STATION DESCRIPTION DC0864 DC0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 DC0864'AT SAN DIEGO. DC0864'AT SAN DIEGO, AT THE CIVIC CENTER, SET VERTICALLY IN THE EAST DC0864'CONCRETE FACE OF THE NORTH ONE OF TWO TOWERS AT THE EAST ENTRANCE DC0864'TO THE BUILDING, 20.1 FEET NORTH OF THE NORTH SIDE OF THE DC0864'DOORWAY, 1.6 FEET SOUTH OF THE NORTHEAST CORNER OF THE TOWER, AND DC0864'ABOUT 5 FEET HIGHER THAN THE CONCRETE WALK. DC0864 DC0864 STATION RECOVERY (1967) DC0864 DC0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 DC0864'RECOVERED IN GOOD CONDITION. DC0864 DC0864 STATION RECOVERY (1978) DC0864 DC0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 DC0864'RECOVERED IN GOOD CONDITION. DC0864 DC0864 STATION RECOVERY (1987) DC0864 DC0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 DC0864'RECOVERED IN GOOD CONDITION. DC0864 DC0864 STATION RECOVERY (1988) DC0864 DC0864'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBC) DC0864'RECOVERED IN GOOD CONDITION. DC0864 DC0864 STATION RECOVERY (1989) DC0864 DC0864'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG) DC0864'RECOVERED IN GOOD CONDITION. DC0864 DC0864 STATION RECOVERY (1997) DC0864 DC0864'RECOVERY NOTE BY US POWER SQUADRON 1997 DC0864'RECOVERED IN GOOD CONDITION. DC0864 DC0864 STATION RECOVERY (2002) DC0864 DC0864'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM) DC0864'THE CIVIC CENTER IS NOW NAMED THE COUNTY ADMINISTRATION CENTER 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 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 = JANUARY 6, 2003 DC0865 *********************************************************************** DC0865 DESIGNATION - H 14 DC0865 PID - DC0865 DC0865 STATE/COUNTY- CA/SAN DIEGO DC0865 USGS QUAD - POINT LOMA (1994) DC0865 DC0865 *CURRENT SURVEY CONTROL DC0865 ___________________________________________________________________ DC0865* NAD 83(1986)- 32 43 19. (N) 117 10 19. (W) SCALED DC0865* NAVD 88 - 6.823 (meters) 22.39 (feet) ADJUSTED DC0865 ___________________________________________________________________ DC0865 GEOID HEIGHT- -35.01 (meters) GEOID99 DC0865 DYNAMIC HT - 6.815 (meters) 22.36 (feet) COMP DC0865 MODELED GRAV- 979,514.6 (mgal) NAVD 88 DC0865 DC0865 VERT ORDER - FIRST CLASS I DC0865 DC0865.The horizontal coordinates were scaled from a topographic map and have DC0865.an estimated accuracy of +/- 6 seconds. DC0865 DC0865.The orthometric height was determined by differential leveling DC0865.and adjusted by the National Geodetic Survey in June 1991. DC0865 DC0865.The geoid height was determined by GEOID99. DC0865 DC0865.The dynamic height is computed by dividing the NAVD 88 DC0865.geopotential number by the normal gravity value computed on the DC0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DC0865.degrees latitude (g = 980.6199 gals.). DC0865 DC0865.The modeled gravity was interpolated from observed gravity values. DC0865 DC0865; North East Units Estimated Accuracy DC0865;SPC CA 6 - 561,960. 1,913,570. MT (+/- 180 meters Scaled) DC0865 DC0865 SUPERSEDED SURVEY CONTROL DC0865 DC0865 NGVD 29 - 6.182 (m) 20.28 (f) ADJ UNCH 1 1 DC0865 DC0865.Superseded values are not recommended for survey control. DC0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC0865.See file dsdata.txt to determine how the superseded data were derived. DC0865 DC0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS838204(NAD 83) DC0865_MARKER: DD = SURVEY DISK DC0865_SETTING: 40 = BUILDING DC0865_STAMPING: H 14 20.460 1938 DC0865_MARK LOGO: USGS DC0865_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DC0865+STABILITY: POSITION/ELEVATION WELL DC0865 DC0865 HISTORY - Date Condition Report By DC0865 HISTORY - 1938 MONUMENTED USGS DC0865 HISTORY - 1955 GOOD NGS DC0865 HISTORY - 1967 GOOD NGS DC0865 HISTORY - 1978 GOOD NGS DC0865 HISTORY - 1987 GOOD NGS DC0865 HISTORY - 1988 GOOD USPSQD DC0865 HISTORY - 1989 GOOD USPSQD DC0865 HISTORY - 19971206 GOOD USPSQD DC0865 HISTORY - 20021207 GOOD USPSQD DC0865 DC0865 STATION DESCRIPTION DC0865 DC0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 DC0865'AT SAN DIEGO. DC0865'AT SAN DIEGO, AT THE CIVIC CENTER, SET VERTICALLY IN THE EAST DC0865'FACE OF THE SOUTH ONE OF TWO TOWERS AT THE EAST ENTRANCE TO THE DC0865'BUILDING, 19.4 FEET SOUTH OF THE SOUTH SIDE OF THE DOORWAY, DC0865'1.6 FEET NORTH OF THE SOUTHEAST CORNER OF THE TOWER, AND ABOUT DC0865'5 FEET HIGHER THAN THE CONCRETE WALK. DC0865 DC0865 STATION RECOVERY (1967) DC0865 DC0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 DC0865'RECOVERED IN GOOD CONDITION. DC0865 DC0865 STATION RECOVERY (1978) DC0865 DC0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 DC0865'RECOVERED IN GOOD CONDITION. DC0865 DC0865 STATION RECOVERY (1987) DC0865 DC0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 DC0865'RECOVERED IN GOOD CONDITION. DC0865 DC0865 STATION RECOVERY (1988) DC0865 DC0865'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBC) DC0865'RECOVERED IN GOOD CONDITION. DC0865 DC0865 STATION RECOVERY (1989) DC0865 DC0865'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG) DC0865'RECOVERED IN GOOD CONDITION. DC0865 DC0865 STATION RECOVERY (1997) DC0865 DC0865'RECOVERY NOTE BY US POWER SQUADRON 1997 DC0865'RECOVERED IN GOOD CONDITION. DC0865 DC0865 STATION RECOVERY (2002) DC0865 DC0865'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM) DC0865'THE CIVIC CENTER IS NOW NAMED THE COUNTY ADMINISTRATION CENTER 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DC0902 *********************************************************************** DC0902 DESIGNATION - H 15 DC0902 PID - DC0902 DC0902 STATE/COUNTY- CA/SAN DIEGO DC0902 USGS QUAD - POINT LOMA (1994) DC0902 DC0902 *CURRENT SURVEY CONTROL DC0902 ___________________________________________________________________ DC0902* NAD 83(1986)- 32 43 19. (N) 117 10 19. (W) SCALED DC0902* NAVD 88 - 6.813 (meters) 22.35 (feet) ADJUSTED DC0902 ___________________________________________________________________ DC0902 GEOID HEIGHT- -35.01 (meters) GEOID99 DC0902 DYNAMIC HT - 6.805 (meters) 22.33 (feet) COMP DC0902 MODELED GRAV- 979,514.6 (mgal) NAVD 88 DC0902 DC0902 VERT ORDER - FIRST CLASS I DC0902 DC0902.The horizontal coordinates were scaled from a topographic map and have DC0902.an estimated accuracy of +/- 6 seconds. DC0902 DC0902.The orthometric height was determined by differential leveling DC0902.and adjusted by the National Geodetic Survey in June 1991. DC0902.WARNING-Repeat measurements at this control monument indicate possible DC0902.vertical movement. DC0902 DC0902.The geoid height was determined by GEOID99. DC0902 DC0902.The dynamic height is computed by dividing the NAVD 88 DC0902.geopotential number by the normal gravity value computed on the DC0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DC0902.degrees latitude (g = 980.6199 gals.). DC0902 DC0902.The modeled gravity was interpolated from observed gravity values. DC0902 DC0902; North East Units Estimated Accuracy DC0902;SPC CA 6 - 561,960. 1,913,570. MT (+/- 180 meters Scaled) DC0902 DC0902 SUPERSEDED SURVEY CONTROL DC0902 DC0902 NGVD 29 - 6.172 (m) 20.25 (f) ADJ UNCH 1 1 DC0902 DC0902.Superseded values are not recommended for survey control. DC0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC0902.See file dsdata.txt to determine how the superseded data were derived. DC0902 DC0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS838204(NAD 83) DC0902_MARKER: DD = SURVEY DISK DC0902_SETTING: 40 = BUILDING DC0902_STAMPING: H 15 20.425 1938 DC0902_MARK LOGO: USGS DC0902_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DC0902+STABILITY: POSITION/ELEVATION WELL DC0902 DC0902 HISTORY - Date Condition Report By DC0902 HISTORY - 1938 MONUMENTED USGS DC0902 HISTORY - 1955 GOOD NGS DC0902 HISTORY - 1967 GOOD NGS DC0902 HISTORY - 1978 GOOD NGS DC0902 HISTORY - 1987 GOOD NGS DC0902 HISTORY - 1988 GOOD USPSQD DC0902 HISTORY - 19971206 GOOD USPSQD DC0902 HISTORY - 20021207 GOOD USPSQD DC0902 DC0902 STATION DESCRIPTION DC0902 DC0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 DC0902'AT SAN DIEGO. DC0902'AT SAN DIEGO, AT THE CIVIC CENTER, SET VERTICALLY IN THE WEST DC0902'CONCRETE FACE OF THE SOUTH ONE OF TWO TOWERS AT THE WEST ENTRANCE DC0902'TO THE BUILDING, 20.0 FEET SOUTH OF THE SOUTH SIDE OF THE ENTRANCE, DC0902'1.6 FEET NORTH OF THE SOUTHWEST CORNER OF THE TOWER, AND ABOUT 1 DC0902'FOOT HIGHER THAN THE BALUSTRADE. DC0902 DC0902 STATION RECOVERY (1967) DC0902 DC0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 DC0902'RECOVERED IN GOOD CONDITION. DC0902 DC0902 STATION RECOVERY (1978) DC0902 DC0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 DC0902'RECOVERED IN GOOD CONDITION. DC0902 DC0902 STATION RECOVERY (1987) DC0902 DC0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 DC0902'RECOVERED IN GOOD CONDITION. DC0902 DC0902 STATION RECOVERY (1988) DC0902 DC0902'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBC) DC0902'RECOVERED IN GOOD CONDITION. DC0902 DC0902 STATION RECOVERY (1997) DC0902 DC0902'RECOVERY NOTE BY US POWER SQUADRON 1997 DC0902'RECOVERED IN GOOD CONDITION. DC0902 DC0902 STATION RECOVERY (2002) DC0902 DC0902'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM) DC0902'THE CIVIC CENTER IS NOW NAMED THE COUNTY ADMINISTRATION CENTER. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DC0903 *********************************************************************** DC0903 DESIGNATION - H 16 DC0903 PID - DC0903 DC0903 STATE/COUNTY- CA/SAN DIEGO DC0903 USGS QUAD - POINT LOMA (1994) DC0903 DC0903 *CURRENT SURVEY CONTROL DC0903 ___________________________________________________________________ DC0903* NAD 83(1986)- 32 43 19. (N) 117 10 19. (W) SCALED DC0903* NAVD 88 - 6.794 (meters) 22.29 (feet) ADJUSTED DC0903 ___________________________________________________________________ DC0903 GEOID HEIGHT- -35.01 (meters) GEOID99 DC0903 DYNAMIC HT - 6.786 (meters) 22.26 (feet) COMP DC0903 MODELED GRAV- 979,514.6 (mgal) NAVD 88 DC0903 DC0903 VERT ORDER - FIRST CLASS I DC0903 DC0903.The horizontal coordinates were scaled from a topographic map and have DC0903.an estimated accuracy of +/- 6 seconds. DC0903 DC0903.The orthometric height was determined by differential leveling DC0903.and adjusted by the National Geodetic Survey in June 1991. DC0903 DC0903.The geoid height was determined by GEOID99. DC0903 DC0903.The dynamic height is computed by dividing the NAVD 88 DC0903.geopotential number by the normal gravity value computed on the DC0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DC0903.degrees latitude (g = 980.6199 gals.). DC0903 DC0903.The modeled gravity was interpolated from observed gravity values. DC0903 DC0903; North East Units Estimated Accuracy DC0903;SPC CA 6 - 561,960. 1,913,570. MT (+/- 180 meters Scaled) DC0903 DC0903 SUPERSEDED SURVEY CONTROL DC0903 DC0903 NGVD 29 - 6.152 (m) 20.18 (f) ADJ UNCH 1 1 DC0903 DC0903.Superseded values are not recommended for survey control. DC0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC0903.See file dsdata.txt to determine how the superseded data were derived. DC0903 DC0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS838204(NAD 83) DC0903_MARKER: DD = SURVEY DISK DC0903_SETTING: 40 = BUILDING DC0903_STAMPING: H 16 20.368 1938 DC0903_MARK LOGO: USGS DC0903_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DC0903+STABILITY: POSITION/ELEVATION WELL DC0903 DC0903 HISTORY - Date Condition Report By DC0903 HISTORY - 1938 MONUMENTED USGS DC0903 HISTORY - 1955 GOOD NGS DC0903 HISTORY - 1967 GOOD NGS DC0903 HISTORY - 1978 GOOD NGS DC0903 HISTORY - 1987 GOOD NGS DC0903 HISTORY - 1988 GOOD USPSQD DC0903 HISTORY - 20021207 GOOD USPSQD DC0903 DC0903 STATION DESCRIPTION DC0903 DC0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 DC0903'AT SAN DIEGO. DC0903'AT SAN DIEGO, AT THE CIVIC CENTER, SET VERTICALLY IN THE WEST DC0903'CONCRETE FACE OF THE NORTH ONE OF TWO TOWERS AT THE WEST ENTRANCE DC0903'TO THE BUILDING, 19.5 FEET NORTH OF THE NORTH SIDE OF THE ENTRANCE, DC0903'1.6 FEET SOUTH OF THE NORTHWEST CORNER OF THE TOWER, AND ABOUT 1 DC0903'FOOT HIGHER THAN THE NORTH BALUSTRADE. DC0903 DC0903 STATION RECOVERY (1967) DC0903 DC0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 DC0903'RECOVERED IN GOOD CONDITION. DC0903 DC0903 STATION RECOVERY (1978) DC0903 DC0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 DC0903'RECOVERED IN GOOD CONDITION. DC0903 DC0903 STATION RECOVERY (1987) DC0903 DC0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 DC0903'RECOVERED IN GOOD CONDITION. DC0903 DC0903 STATION RECOVERY (1988) DC0903 DC0903'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBC) DC0903'RECOVERED IN GOOD CONDITION. DC0903 DC0903 STATION RECOVERY (2002) DC0903 DC0903'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM) DC0903'THE CIVIC CENTER IS NOW NAMED THE COUNTY ADMINISTRATION CENTER. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DC0895 *********************************************************************** DC0895 DESIGNATION - H 2 DC0895 PID - DC0895 DC0895 STATE/COUNTY- CA/SAN DIEGO DC0895 USGS QUAD - POINT LOMA (1994) DC0895 DC0895 *CURRENT SURVEY CONTROL DC0895 ___________________________________________________________________ DC0895* NAD 83(1986)- 32 43 17. (N) 117 10 19. (W) SCALED DC0895* NAVD 88 - 6.163 (meters) 20.22 (feet) ADJUSTED DC0895 ___________________________________________________________________ DC0895 GEOID HEIGHT- -35.01 (meters) GEOID99 DC0895 DYNAMIC HT - 6.156 (meters) 20.20 (feet) COMP DC0895 MODELED GRAV- 979,514.7 (mgal) NAVD 88 DC0895 DC0895 VERT ORDER - FIRST CLASS I DC0895 DC0895.The horizontal coordinates were scaled from a topographic map and have DC0895.an estimated accuracy of +/- 6 seconds. DC0895 DC0895.The orthometric height was determined by differential leveling DC0895.and adjusted by the National Geodetic Survey in June 1991. DC0895 DC0895.The geoid height was determined by GEOID99. DC0895 DC0895.The dynamic height is computed by dividing the NAVD 88 DC0895.geopotential number by the normal gravity value computed on the DC0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DC0895.degrees latitude (g = 980.6199 gals.). DC0895 DC0895.The modeled gravity was interpolated from observed gravity values. DC0895 DC0895; North East Units Estimated Accuracy DC0895;SPC CA 6 - 561,900. 1,913,570. MT (+/- 180 meters Scaled) DC0895 DC0895 SUPERSEDED SURVEY CONTROL DC0895 DC0895 NGVD 29 - 5.523 (m) 18.12 (f) ADJ UNCH 1 1 DC0895 DC0895.Superseded values are not recommended for survey control. DC0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC0895.See file dsdata.txt to determine how the superseded data were derived. DC0895 DC0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS838204(NAD 83) DC0895_MARKER: DD = SURVEY DISK DC0895_SETTING: 40 = BUILDING DC0895_STAMPING: H 2 18.280 1938 DC0895_MARK LOGO: USGS DC0895_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DC0895+STABILITY: POSITION/ELEVATION WELL DC0895 DC0895 HISTORY - Date Condition Report By DC0895 HISTORY - 1938 MONUMENTED USGS DC0895 HISTORY - 1955 GOOD NGS DC0895 HISTORY - 1967 GOOD NGS DC0895 HISTORY - 1978 GOOD NGS DC0895 HISTORY - 1987 GOOD NGS DC0895 HISTORY - 1988 GOOD USPSQD DC0895 HISTORY - 1989 GOOD USPSQD DC0895 HISTORY - 19971206 GOOD USPSQD DC0895 HISTORY - 20021207 GOOD USPSQD DC0895 DC0895 STATION DESCRIPTION DC0895 DC0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 DC0895'AT SAN DIEGO. DC0895'AT SAN DIEGO, AT THE CIVIC CENTER, SET VERTICALLY IN THE SOUTHEAST DC0895'CORNER OF THE SOUTH CONCRETE WALL OF THE SOUTHEAST WING, DIRECTLY DC0895'ABOVE A BASEMENT WINDOW, 26.0 FEET WEST OF THE SOUTHEAST CORNER, DC0895'1.1 FEET ABOVE THE WINDOW OPENING, AND 5 1/2 FEET ABOVE A DC0895'CONCRETE WALK. DC0895 DC0895 STATION RECOVERY (1967) DC0895 DC0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 DC0895'RECOVERED IN GOOD CONDITION. DC0895 DC0895 STATION RECOVERY (1978) DC0895 DC0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 DC0895'RECOVERED IN GOOD CONDITION. DC0895 DC0895 STATION RECOVERY (1987) DC0895 DC0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 DC0895'RECOVERED IN GOOD CONDITION. DC0895 DC0895 STATION RECOVERY (1988) DC0895 DC0895'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBC) DC0895'RECOVERED IN GOOD CONDITION. DC0895 DC0895 STATION RECOVERY (1989) DC0895 DC0895'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG) DC0895'RECOVERED IN GOOD CONDITION. DC0895 DC0895 STATION RECOVERY (1997) DC0895 DC0895'RECOVERY NOTE BY US POWER SQUADRON 1997 DC0895'RECOVERED IN GOOD CONDITION. DC0895 DC0895 STATION RECOVERY (2002) DC0895 DC0895'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM) DC0895'THE CIVIC CENTER IS NOW NAMED THE COUNTY ADMINISTRATION CENTER 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DC0896 *********************************************************************** DC0896 DESIGNATION - H 3 DC0896 PID - DC0896 DC0896 STATE/COUNTY- CA/SAN DIEGO DC0896 USGS QUAD - POINT LOMA (1994) DC0896 DC0896 *CURRENT SURVEY CONTROL DC0896 ___________________________________________________________________ DC0896* NAD 83(1986)- 32 43 17. (N) 117 10 19. (W) SCALED DC0896* NAVD 88 - 6.159 (meters) 20.21 (feet) READJUSTED DC0896 ___________________________________________________________________ DC0896 GEOID HEIGHT- -35.01 (meters) GEOID99 DC0896 DYNAMIC HT - 6.150 (meters) 20.18 (feet) COMP DC0896 MODELED GRAV- 979,514.7 (mgal) NAVD 88 DC0896 DC0896 VERT ORDER - * READJUSTED, Code A , SEE BELOW DC0896 DC0896.The horizontal coordinates were scaled from a topographic map and have DC0896.an estimated accuracy of +/- 6 seconds. DC0896 DC0896.The orthometric height was determined by differential leveling DC0896.and adjusted by the National Geodetic Survey in February 1993. DC0896.* This is a READJUSTED BENCH MARK height. Code A indicates a DC0896.distribution rate of 0.0 thru 1.0 mm/km. DC0896.The height was derived from older observations constrained to new DC0896.heights in a crustal motion area. The height is approximate in DC0896.relation to other heights in its vicinity. DC0896 DC0896.The geoid height was determined by GEOID99. DC0896 DC0896.The dynamic height is computed by dividing the NAVD 88 DC0896.geopotential number by the normal gravity value computed on the DC0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DC0896.degrees latitude (g = 980.6199 gals.). DC0896 DC0896.The modeled gravity was interpolated from observed gravity values. DC0896 DC0896; North East Units Estimated Accuracy DC0896;SPC CA 6 - 561,900. 1,913,570. MT (+/- 180 meters Scaled) DC0896 DC0896 SUPERSEDED SURVEY CONTROL DC0896 DC0896 NGVD 29 - 5.520 (m) 18.11 (f) ADJ UNCH 1 1 DC0896 DC0896.Superseded values are not recommended for survey control. DC0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC0896.See file dsdata.txt to determine how the superseded data were derived. DC0896 DC0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS838204(NAD 83) DC0896_MARKER: DD = SURVEY DISK DC0896_SETTING: 40 = BUILDING DC0896_STAMPING: H 3 18.272 1938 DC0896_MARK LOGO: USGS DC0896_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DC0896+STABILITY: POSITION/ELEVATION WELL DC0896 DC0896 HISTORY - Date Condition Report By DC0896 HISTORY - 1938 MONUMENTED USGS DC0896 HISTORY - 1955 GOOD NGS DC0896 HISTORY - 1967 GOOD NGS DC0896 HISTORY - 1978 GOOD NGS DC0896 HISTORY - 1987 GOOD NGS DC0896 HISTORY - 1988 GOOD USPSQD DC0896 HISTORY - 19971206 GOOD USPSQD DC0896 HISTORY - 20021207 GOOD USPSQD DC0896 DC0896 STATION DESCRIPTION DC0896 DC0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 DC0896'AT SAN DIEGO. DC0896'AT SAN DIEGO, AT THE CIVIC CENTER, SET VERTICALLY IN THE SOUTH DC0896'CONCRETE WALL AT THE WEST END OF THE CENTER SECTION, 37.9 FEET DC0896'EAST OF THE EAST EDGE OF THE SOUTH ENTRANCE, 6.3 FEET WEST OF THE DC0896'WEST EDGE OF THE WEST ONE OF FIVE BASEMENT WINDOWS, 3.7 FEET EAST DC0896'OF THE WEST END OF THE CENTER SECTION, AND ABOUT 4 FEET ABOVE THE DC0896'GROUND. DC0896 DC0896 STATION RECOVERY (1967) DC0896 DC0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 DC0896'RECOVERED IN GOOD CONDITION. DC0896 DC0896 STATION RECOVERY (1978) DC0896 DC0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 DC0896'RECOVERED IN GOOD CONDITION. DC0896 DC0896 STATION RECOVERY (1987) DC0896 DC0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 DC0896'RECOVERED IN GOOD CONDITION. DC0896 DC0896 STATION RECOVERY (1988) DC0896 DC0896'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBC) DC0896'RECOVERED IN GOOD CONDITION. DC0896 DC0896 STATION RECOVERY (1997) DC0896 DC0896'RECOVERY NOTE BY US POWER SQUADRON 1997 DC0896'RECOVERED IN GOOD CONDITION. DC0896 DC0896 STATION RECOVERY (2002) DC0896 DC0896'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM) DC0896'THE CIVIC CENTER IS NOW NAMED THE COUNTY ADMINISTRATION CENTER 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DC0898 *********************************************************************** DC0898 DESIGNATION - H 5 DC0898 PID - DC0898 DC0898 STATE/COUNTY- CA/SAN DIEGO DC0898 USGS QUAD - POINT LOMA (1994) DC0898 DC0898 *CURRENT SURVEY CONTROL DC0898 ___________________________________________________________________ DC0898* NAD 83(1986)- 32 43 17. (N) 117 10 19. (W) SCALED DC0898* NAVD 88 - 6.170 (meters) 20.24 (feet) ADJUSTED DC0898 ___________________________________________________________________ DC0898 GEOID HEIGHT- -35.01 (meters) GEOID99 DC0898 DYNAMIC HT - 6.163 (meters) 20.22 (feet) COMP DC0898 MODELED GRAV- 979,514.7 (mgal) NAVD 88 DC0898 OBS GRAVITY - 979,518.8 (mgal) GRAV_OBS DC0898 DC0898 VERT ORDER - FIRST CLASS I DC0898 DC0898.The horizontal coordinates were scaled from a topographic map and have DC0898.an estimated accuracy of +/- 6 seconds. DC0898 DC0898.The orthometric height was determined by differential leveling DC0898.and adjusted by the National Geodetic Survey in June 1991. DC0898 DC0898.The geoid height was determined by GEOID99. DC0898 DC0898.The dynamic height is computed by dividing the NAVD 88 DC0898.geopotential number by the normal gravity value computed on the DC0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DC0898.degrees latitude (g = 980.6199 gals.). DC0898 DC0898.The modeled gravity was interpolated from observed gravity values. DC0898.The observed gravity was obtained from relative gravimeter ties DC0898.to the IGSN71 gravity network. DC0898 DC0898; North East Units Estimated Accuracy DC0898;SPC CA 6 - 561,900. 1,913,570. MT (+/- 180 meters Scaled) DC0898 DC0898 SUPERSEDED SURVEY CONTROL DC0898 DC0898 NGVD 29 - 5.530 (m) 18.14 (f) ADJ UNCH 1 1 DC0898 DC0898.Superseded values are not recommended for survey control. DC0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC0898.See file dsdata.txt to determine how the superseded data were derived. DC0898 DC0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS838204(NAD 83) DC0898_MARKER: DD = SURVEY DISK DC0898_SETTING: 40 = BUILDING DC0898_STAMPING: H 5 18.299 1938 DC0898_MARK LOGO: USGS DC0898_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DC0898+STABILITY: POSITION/ELEVATION WELL DC0898 DC0898 HISTORY - Date Condition Report By DC0898 HISTORY - 1938 MONUMENTED USGS DC0898 HISTORY - 1955 GOOD NGS DC0898 HISTORY - 1970 GOOD CA3260 DC0898 HISTORY - 1978 GOOD NGS DC0898 HISTORY - 1987 GOOD NGS DC0898 HISTORY - 1988 GOOD USPSQD DC0898 HISTORY - 1989 GOOD USPSQD DC0898 HISTORY - 19971206 GOOD USPSQD DC0898 HISTORY - 20021207 GOOD USPSQD DC0898 DC0898 STATION DESCRIPTION DC0898 DC0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 DC0898'AT SAN DIEGO. DC0898'AT SAN DIEGO, AT THE CIVIC CENTER, SET VERTICALLY IN THE SOUTH DC0898'CONCRETE WALL OF THE SOUTHWEST WING OF THE BUILDING, 33.0 FEET DC0898'WEST OF THE WEST SIDE OF THE SOUTH ENTRANCE, 1.1 FEET EAST OF DC0898'THE SOUTHWEST CORNER, AND ABOUT 4 FEET HIGHER THAN THE GROUND. DC0898 DC0898 STATION RECOVERY (1970) DC0898 DC0898'RECOVERY NOTE BY CITY OF SAN DIEGO CALIFORNIA 1970 DC0898'RECOVERED IN GOOD CONDITION. DC0898 DC0898 STATION RECOVERY (1978) DC0898 DC0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 DC0898'RECOVERED IN GOOD CONDITION. DC0898 DC0898 STATION RECOVERY (1987) DC0898 DC0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 DC0898'RECOVERED IN GOOD CONDITION. DC0898 DC0898 STATION RECOVERY (1988) DC0898 DC0898'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBC) DC0898'RECOVERED IN GOOD CONDITION. DC0898 DC0898 STATION RECOVERY (1989) DC0898 DC0898'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG) DC0898'RECOVERED IN GOOD CONDITION. DC0898 DC0898 STATION RECOVERY (1997) DC0898 DC0898'RECOVERY NOTE BY US POWER SQUADRON 1997 DC0898'RECOVERED IN GOOD CONDITION. DC0898 DC0898 STATION RECOVERY (2002) DC0898 DC0898'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM) DC0898'THE CIVIC CENTER IS NOW NAMED THE COUNTY ADMINISTRATION CENTER 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DC0893 *********************************************************************** DC0893 DESIGNATION - H 6 DC0893 PID - DC0893 DC0893 STATE/COUNTY- CA/SAN DIEGO DC0893 USGS QUAD - POINT LOMA (1994) DC0893 DC0893 *CURRENT SURVEY CONTROL DC0893 ___________________________________________________________________ DC0893* NAD 83(1986)- 32 43 19. (N) 117 10 19. (W) SCALED DC0893* NAVD 88 - 6.153 (meters) 20.19 (feet) ADJUSTED DC0893 ___________________________________________________________________ DC0893 GEOID HEIGHT- -35.01 (meters) GEOID99 DC0893 DYNAMIC HT - 6.146 (meters) 20.16 (feet) COMP DC0893 MODELED GRAV- 979,514.6 (mgal) NAVD 88 DC0893 DC0893 VERT ORDER - FIRST CLASS II DC0893 DC0893.The horizontal coordinates were scaled from a topographic map and have DC0893.an estimated accuracy of +/- 6 seconds. DC0893 DC0893.The orthometric height was determined by differential leveling DC0893.and adjusted by the National Geodetic Survey in June 1991. DC0893 DC0893.The geoid height was determined by GEOID99. DC0893 DC0893.The dynamic height is computed by dividing the NAVD 88 DC0893.geopotential number by the normal gravity value computed on the DC0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DC0893.degrees latitude (g = 980.6199 gals.). DC0893 DC0893.The modeled gravity was interpolated from observed gravity values. DC0893 DC0893; North East Units Estimated Accuracy DC0893;SPC CA 6 - 561,960. 1,913,570. MT (+/- 180 meters Scaled) DC0893 DC0893 SUPERSEDED SURVEY CONTROL DC0893 DC0893 NGVD 29 - 5.522 (m) 18.12 (f) ADJUSTED 1 2 DC0893 DC0893.Superseded values are not recommended for survey control. DC0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC0893.See file dsdata.txt to determine how the superseded data were derived. DC0893 DC0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS838204(NAD 83) DC0893_MARKER: DD = SURVEY DISK DC0893_SETTING: 40 = BUILDING DC0893_STAMPING: H 6 18.407 1938 DC0893_MARK LOGO: USGS DC0893_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DC0893+STABILITY: POSITION/ELEVATION WELL DC0893 DC0893 HISTORY - Date Condition Report By DC0893 HISTORY - 1938 MONUMENTED USGS DC0893 HISTORY - 1955 GOOD NGS DC0893 HISTORY - 1967 GOOD NGS DC0893 HISTORY - 1978 GOOD NGS DC0893 HISTORY - 1987 GOOD NGS DC0893 HISTORY - 1988 GOOD USPSQD DC0893 HISTORY - 19971206 GOOD USPSQD DC0893 HISTORY - 20021207 GOOD USPSQD DC0893 DC0893 STATION DESCRIPTION DC0893 DC0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 DC0893'AT SAN DIEGO. DC0893'AT SAN DIEGO, AT THE CIVIC CENTER, SET VERTICALLY IN THE WEST DC0893'CONCRETE WALL, ABOUT MIDWAY BETWEEN THE FIRST AND SECOND WINDOWS DC0893'SOUTH OF THE WEST ENTRANCE, 31.3 FEET SOUTH OF THE SOUTH SIDE OF DC0893'THE WEST ENTRANCE, 1.1 FEET HIGHER THAN THE WINDOWS, AND ABOUT DC0893'3 1/2 FEET ABOVE THE GROUND. DC0893 DC0893 STATION RECOVERY (1967) DC0893 DC0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 DC0893'RECOVERED IN GOOD CONDITION. DC0893 DC0893 STATION RECOVERY (1978) DC0893 DC0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 DC0893'ADD- A SCREEN WIRE COVERS THIS BENCH MARK MAKING ACCESS DIFFICULT. DC0893 DC0893 STATION RECOVERY (1987) DC0893 DC0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 DC0893'RECOVERED IN GOOD CONDITION. DC0893 DC0893 STATION RECOVERY (1988) DC0893 DC0893'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBC) DC0893'RECOVERED IN GOOD CONDITION. DC0893 DC0893 STATION RECOVERY (1997) DC0893 DC0893'RECOVERY NOTE BY US POWER SQUADRON 1997 DC0893'RECOVERED IN GOOD CONDITION. DC0893 DC0893 STATION RECOVERY (2002) DC0893 DC0893'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM) DC0893'OLD WINDOWS REMOVED. MARK PAINTED OVER. THE CIVIC CENTER IS NOW DC0893'NAMED THE COUNTY ADMINISTRATION CENTER. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DC0904 *********************************************************************** DC0904 DESIGNATION - H 7 DC0904 PID - DC0904 DC0904 STATE/COUNTY- CA/SAN DIEGO DC0904 USGS QUAD - POINT LOMA (1994) DC0904 DC0904 *CURRENT SURVEY CONTROL DC0904 ___________________________________________________________________ DC0904* NAD 83(1986)- 32 43 19. (N) 117 10 19. (W) SCALED DC0904* NAVD 88 - 6.178 (meters) 20.27 (feet) ADJUSTED DC0904 ___________________________________________________________________ DC0904 GEOID HEIGHT- -35.01 (meters) GEOID99 DC0904 DYNAMIC HT - 6.171 (meters) 20.25 (feet) COMP DC0904 MODELED GRAV- 979,514.6 (mgal) NAVD 88 DC0904 DC0904 VERT ORDER - FIRST CLASS I DC0904 DC0904.The horizontal coordinates were scaled from a topographic map and have DC0904.an estimated accuracy of +/- 6 seconds. DC0904 DC0904.The orthometric height was determined by differential leveling DC0904.and adjusted by the National Geodetic Survey in June 1991. DC0904 DC0904.The geoid height was determined by GEOID99. DC0904 DC0904.The dynamic height is computed by dividing the NAVD 88 DC0904.geopotential number by the normal gravity value computed on the DC0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DC0904.degrees latitude (g = 980.6199 gals.). DC0904 DC0904.The modeled gravity was interpolated from observed gravity values. DC0904 DC0904; North East Units Estimated Accuracy DC0904;SPC CA 6 - 561,960. 1,913,570. MT (+/- 180 meters Scaled) DC0904 DC0904 SUPERSEDED SURVEY CONTROL DC0904 DC0904 NGVD 29 - 5.537 (m) 18.17 (f) ADJ UNCH 1 1 DC0904 DC0904.Superseded values are not recommended for survey control. DC0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC0904.See file dsdata.txt to determine how the superseded data were derived. DC0904 DC0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS838204(NAD 83) DC0904_MARKER: DD = SURVEY DISK DC0904_SETTING: 40 = BUILDING DC0904_STAMPING: H 7 18.340 1938 DC0904_MARK LOGO: USGS DC0904_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DC0904+STABILITY: POSITION/ELEVATION WELL DC0904 DC0904 HISTORY - Date Condition Report By DC0904 HISTORY - 1938 MONUMENTED USGS DC0904 HISTORY - 1955 GOOD NGS DC0904 HISTORY - 1967 GOOD NGS DC0904 HISTORY - 1978 GOOD NGS DC0904 HISTORY - 1987 GOOD NGS DC0904 HISTORY - 1988 GOOD USPSQD DC0904 HISTORY - 19971206 GOOD USPSQD DC0904 HISTORY - 20021207 GOOD USPSQD DC0904 DC0904 STATION DESCRIPTION DC0904 DC0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 DC0904'AT SAN DIEGO. DC0904'AT SAN DIEGO, AT THE CIVIC CENTER, SET VERTICALLY IN THE WEST DC0904'CONCRETE WALL, ABOUT MIDWAY BETWEEN THE FIRST AND SECOND WINDOWS DC0904'NORTH OF THE WEST ENTRANCE, 31.1 FEET NORTH OF THE NORTH SIDE OF THE DC0904'ENTRANCE, 1.1 FEET HIGHER THAN THE WINDOWS, AND ABOUT 3 1/2 FEET DC0904'ABOVE THE GROUND. DC0904 DC0904 STATION RECOVERY (1967) DC0904 DC0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 DC0904'RECOVERED IN GOOD CONDITION. DC0904 DC0904 STATION RECOVERY (1978) DC0904 DC0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 DC0904'RECOVERED IN GOOD CONDITION. DC0904 DC0904 STATION RECOVERY (1987) DC0904 DC0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 DC0904'RECOVERED IN GOOD CONDITION. DC0904 DC0904 STATION RECOVERY (1988) DC0904 DC0904'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBC) DC0904'RECOVERED IN GOOD CONDITION. DC0904 DC0904 STATION RECOVERY (1997) DC0904 DC0904'RECOVERY NOTE BY US POWER SQUADRON 1997 DC0904'RECOVERED IN GOOD CONDITION. DC0904 DC0904 STATION RECOVERY (2002) DC0904 DC0904'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM) DC0904'THE CIVIC CENTER IS NOW NAMED THE COUNTY ADMINISTRATION CENTER. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DC0899 *********************************************************************** DC0899 DESIGNATION - H 8 DC0899 PID - DC0899 DC0899 STATE/COUNTY- CA/SAN DIEGO DC0899 USGS QUAD - POINT LOMA (1994) DC0899 DC0899 *CURRENT SURVEY CONTROL DC0899 ___________________________________________________________________ DC0899* NAD 83(1986)- 32 43 21. (N) 117 10 19. (W) SCALED DC0899* NAVD 88 - 6.165 (meters) 20.23 (feet) ADJUSTED DC0899 ___________________________________________________________________ DC0899 GEOID HEIGHT- -35.01 (meters) GEOID99 DC0899 DYNAMIC HT - 6.158 (meters) 20.20 (feet) COMP DC0899 MODELED GRAV- 979,514.6 (mgal) NAVD 88 DC0899 DC0899 VERT ORDER - FIRST CLASS I DC0899 DC0899.The horizontal coordinates were scaled from a topographic map and have DC0899.an estimated accuracy of +/- 6 seconds. DC0899 DC0899.The orthometric height was determined by differential leveling DC0899.and adjusted by the National Geodetic Survey in June 1991. DC0899 DC0899.The geoid height was determined by GEOID99. DC0899 DC0899.The dynamic height is computed by dividing the NAVD 88 DC0899.geopotential number by the normal gravity value computed on the DC0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DC0899.degrees latitude (g = 980.6199 gals.). DC0899 DC0899.The modeled gravity was interpolated from observed gravity values. DC0899 DC0899; North East Units Estimated Accuracy DC0899;SPC CA 6 - 562,030. 1,913,570. MT (+/- 180 meters Scaled) DC0899 DC0899 SUPERSEDED SURVEY CONTROL DC0899 DC0899 NGVD 29 - 5.523 (m) 18.12 (f) ADJ UNCH 1 1 DC0899 DC0899.Superseded values are not recommended for survey control. DC0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC0899.See file dsdata.txt to determine how the superseded data were derived. DC0899 DC0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS838205(NAD 83) DC0899_MARKER: DD = SURVEY DISK DC0899_SETTING: 40 = BUILDING DC0899_STAMPING: H 8 18.286 1938 DC0899_MARK LOGO: USGS DC0899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DC0899+STABILITY: POSITION/ELEVATION WELL DC0899 DC0899 HISTORY - Date Condition Report By DC0899 HISTORY - 1938 MONUMENTED USGS DC0899 HISTORY - 1955 GOOD NGS DC0899 HISTORY - 1967 GOOD NGS DC0899 HISTORY - 1978 GOOD NGS DC0899 HISTORY - 1987 GOOD NGS DC0899 HISTORY - 1988 GOOD USPSQD DC0899 HISTORY - 19971206 GOOD USPSQD DC0899 HISTORY - 20021207 GOOD USPSQD DC0899 DC0899 STATION DESCRIPTION DC0899 DC0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 DC0899'AT SAN DIEGO. DC0899'AT SAN DIEGO, AT THE CIVIC CENTER, SET VERTICALLY IN THE NORTH DC0899'CONCRETE WALL OF THE NORTHWEST WING OF THE BUILDING, 33.3 FEET DC0899'WEST OF THE WEST SIDE OF THE NORTH ENTRANCE, 1.1 FEET EAST OF THE DC0899'NORTHWEST CORNER, AND ABOUT 4 FEET ABOVE THE GROUND. DC0899 DC0899 STATION RECOVERY (1967) DC0899 DC0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 DC0899'RECOVERED IN GOOD CONDITION. DC0899 DC0899 STATION RECOVERY (1978) DC0899 DC0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 DC0899'RECOVERED IN GOOD CONDITION. DC0899 DC0899 STATION RECOVERY (1987) DC0899 DC0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 DC0899'RECOVERED IN GOOD CONDITION. DC0899 DC0899 STATION RECOVERY (1988) DC0899 DC0899'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBC) DC0899'RECOVERED IN GOOD CONDITION. DC0899 DC0899 STATION RECOVERY (1997) DC0899 DC0899'RECOVERY NOTE BY US POWER SQUADRON 1997 DC0899'RECOVERED IN GOOD CONDITION. DC0899 DC0899 STATION RECOVERY (2002) DC0899 DC0899'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM) DC0899'MARK PAINTER OVER. THE CIVIC CENTER IS NOW NAMED THE COUNTY DC0899'ADMINISTRATION CENTER 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DC0900 *********************************************************************** DC0900 DESIGNATION - H 9 DC0900 PID - DC0900 DC0900 STATE/COUNTY- CA/SAN DIEGO DC0900 USGS QUAD - POINT LOMA (1994) DC0900 DC0900 *CURRENT SURVEY CONTROL DC0900 ___________________________________________________________________ DC0900* NAD 83(1986)- 32 43 21. (N) 117 10 19. (W) SCALED DC0900* NAVD 88 - 6.176 (meters) 20.26 (feet) ADJUSTED DC0900 ___________________________________________________________________ DC0900 GEOID HEIGHT- -35.01 (meters) GEOID99 DC0900 DYNAMIC HT - 6.169 (meters) 20.24 (feet) COMP DC0900 MODELED GRAV- 979,514.6 (mgal) NAVD 88 DC0900 DC0900 VERT ORDER - FIRST CLASS I DC0900 DC0900.The horizontal coordinates were scaled from a topographic map and have DC0900.an estimated accuracy of +/- 6 seconds. DC0900 DC0900.The orthometric height was determined by differential leveling DC0900.and adjusted by the National Geodetic Survey in June 1991. DC0900 DC0900.The geoid height was determined by GEOID99. DC0900 DC0900.The dynamic height is computed by dividing the NAVD 88 DC0900.geopotential number by the normal gravity value computed on the DC0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DC0900.degrees latitude (g = 980.6199 gals.). DC0900 DC0900.The modeled gravity was interpolated from observed gravity values. DC0900 DC0900; North East Units Estimated Accuracy DC0900;SPC CA 6 - 562,030. 1,913,570. MT (+/- 180 meters Scaled) DC0900 DC0900 SUPERSEDED SURVEY CONTROL DC0900 DC0900 NGVD 29 - 5.534 (m) 18.16 (f) ADJ UNCH 1 1 DC0900 DC0900.Superseded values are not recommended for survey control. DC0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC0900.See file dsdata.txt to determine how the superseded data were derived. DC0900 DC0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS838205(NAD 83) DC0900_MARKER: DD = SURVEY DISK DC0900_SETTING: 40 = BUILDING DC0900_STAMPING: H 9 18.318 1938 DC0900_MARK LOGO: USGS DC0900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DC0900+STABILITY: POSITION/ELEVATION WELL DC0900 DC0900 HISTORY - Date Condition Report By DC0900 HISTORY - 1938 MONUMENTED USGS DC0900 HISTORY - 1955 GOOD NGS DC0900 HISTORY - 1970 GOOD CA3260 DC0900 HISTORY - 1978 GOOD NGS DC0900 HISTORY - 1987 GOOD NGS DC0900 HISTORY - 1988 GOOD USPSQD DC0900 HISTORY - 19971206 GOOD USPSQD DC0900 HISTORY - 20021207 GOOD USPSQD DC0900 DC0900 STATION DESCRIPTION DC0900 DC0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 DC0900'AT SAN DIEGO. DC0900'AT SAN DIEGO, AT THE CIVIC CENTER, SET VERTICALLY IN THE NORTHEAST DC0900'CORNER OF THE NORTH CONCRETE WALL OF THE NORTHEAST WING OF THE DC0900'BUILDING, 33.3 FEET EAST OF THE EAST EDGE OF THE NORTH ENTRANCE, DC0900'1.1 FEET WEST OF THE NORTHEAST CORNER OF THE WING, AND ABOUT 4 1/2 DC0900'FEET ABOVE THE GROUND. DC0900 DC0900 STATION RECOVERY (1970) DC0900 DC0900'RECOVERY NOTE BY CITY OF SAN DIEGO CALIFORNIA 1970 DC0900'RECOVERED IN GOOD CONDITION. DC0900 DC0900 STATION RECOVERY (1978) DC0900 DC0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 DC0900'RECOVERED IN GOOD CONDITION. DC0900 DC0900 STATION RECOVERY (1987) DC0900 DC0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 DC0900'RECOVERED IN GOOD CONDITION. DC0900 DC0900 STATION RECOVERY (1988) DC0900 DC0900'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBC) DC0900'RECOVERED IN GOOD CONDITION. DC0900 DC0900 STATION RECOVERY (1997) DC0900 DC0900'RECOVERY NOTE BY US POWER SQUADRON 1997 DC0900'RECOVERED IN GOOD CONDITION. DC0900 DC0900 STATION RECOVERY (2002) DC0900 DC0900'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM) DC0900'THE CIVIC CENTER IS NOW NAMED THE COUNTY ADMINISTRATION CENTER. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DC1901 *********************************************************************** DC1901 DESIGNATION - JACUMBA DC1901 PID - DC1901 DC1901 STATE/COUNTY- CA/SAN DIEGO DC1901 USGS QUAD - JACUMBA (1975) DC1901 DC1901 *CURRENT SURVEY CONTROL DC1901 ___________________________________________________________________ DC1901* NAD 83(1992)- 32 41 52.06069(N) 116 09 52.02882(W) ADJUSTED DC1901* NAVD 88 - 1376.4 (meters) 4516. (feet) VERTCON DC1901 ___________________________________________________________________ DC1901 EPOCH DATE - 1991.35 DC1901 LAPLACE CORR- -4.61 (seconds) DEFLEC99 DC1901 GEOID HEIGHT- -32.75 (meters) GEOID99 DC1901 DC1901 HORZ ORDER - FIRST DC1901 DC1901.The horizontal coordinates were established by classical geodetic methods DC1901.and adjusted by the National Geodetic Survey in June 1996. DC1901.The horizontal coordinates are valid at the epoch date displayed above. DC1901.The epoch date for horizontal control is a decimal equivalence DC1901.of Year/Month/Day. DC1901 DC1901.The NAVD 88 height was computed by applying the VERTCON shift value to DC1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DC1901 DC1901.The Laplace correction was computed from DEFLEC99 derived deflections. DC1901 DC1901.The geoid height was determined by GEOID99. DC1901 DC1901; North East Units Scale Converg. DC1901;SPC CA 6 - 558,907.152 2,008,021.959 MT 1.00001534 +0 02 49.2 DC1901;SPC CA 6 - 1,833,681.21 6,587,985.38 sFT 1.00001534 +0 02 49.2 DC1901;UTM 11 - 3,618,093.749 578,319.541 MT 0.99967563 +0 27 05.0 DC1901 DC1901: Primary Azimuth Mark Grid Az DC1901:SPC CA 6 - JACUMBA RM 3 029 44 41.0 DC1901:UTM 11 - JACUMBA RM 3 029 20 25.2 DC1901 DC1901|---------------------------------------------------------------------| DC1901| PID Reference Object Distance Geod. Az | DC1901| dddmmss.s | DC1901| CF0888 JACUMBA RM 4 9.953 METERS 00419 | DC1901| CF0887 JACUMBA RM 3 0294730.2 | DC1901| DC1902 JACUMBA USGS 1935 3.460 METERS 15540 | DC1901| CF0886 JACUMBA RM 1 8.468 METERS 28153 | DC1901|---------------------------------------------------------------------| DC1901 DC1901 SUPERSEDED SURVEY CONTROL DC1901 DC1901 NAD 83(1986)- 32 41 52.06331(N) 116 09 52.02892(W) AD(1984.00) 1 DC1901 NAD 27 - 32 41 51.84800(N) 116 09 48.95700(W) AD( ) 1 DC1901 NGVD 29 - 1375.6 (m) 4513. (f) VERT ANG DC1901 DC1901.Superseded values are not recommended for survey control. DC1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC1901.See file dsdata.txt to determine how the superseded data were derived. DC1901 DC1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS7832018094(NAD 83) DC1901_MARKER: DS = TRIANGULATION STATION DISK DC1901_SETTING: 66 = SET IN ROCK OUTCROP DC1901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DC1901+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2002 DC1901 DC1901 HISTORY - Date Condition Report By DC1901 HISTORY - 1935 MONUMENTED CGS DC1901 HISTORY - 1941 GOOD CGS DC1901 HISTORY - 1954 GOOD CGS DC1901 HISTORY - 20020120 GOOD INDIV DC1901 DC1901 STATION DESCRIPTION DC1901 DC1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP) DC1901'STATION IS ON A HIGH ROCKY PEAK, THE HIGHEST POINT OF THE JACUMBA DC1901'MOUNTAINS AND IS 7 MILES (AIR LINE) A LITTLE E OF N FROM DC1901'JACUMBA. DC1901' DC1901'STATION AND REFERENCE MARKS NOS. 1 AND 3, ARE STANDARD DC1901'BRONZE DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK. DC1901' DC1901'THE U.S.G.S. MARK IS A BRONZE DISK SET IN ROCK OUTCROP. DC1901' DC1901'REFERENCE MARK NO. 3 (AZIMUTH MARK) WAS ESTABLISHED BUT DC1901'WAS NOT FOUND BY OBSERVING PARTY. IT IS 1/4 MILE N. DC1901' DC1901'REACHED FROM JACUMBA AS FOLLOWS--GO E ON U.S. HIGHWAY 80 DC1901'TO MILLERS SERVICE STATION (AT THE BOTTOM OF THE MOUNTAIN DC1901'GRADE) TURN LEFT AND GO 200 YARDS TO OLD OILED ROAD, TURN DC1901'RIGHT AND GO 50 YARDS PAST RAILROAD UNDERPASS, TURN SHARP DC1901'LEFT ON DESERT ROAD, GO 1.8 MILES TAKE RIGHT FORK (MAIN-TRAVELED DC1901'ROAD) GO 2.6 MILES AND CROSS RAILROAD TRACKS, GO 1.6 MILES DC1901'AND TURN LEFT ACROSS RAILROAD TRACKS, GO 1.3 MILES AND BEAR DC1901'LEFT, GO 0.5 MILE AND TAKE RIGHT FORK, CONTINUE 0.3 MILE TO DC1901'SHACK, PASS SHACK AND CONTINUE 0.1 MILE TO END OF TRUCK TRAVEL. DC1901'FROM THIS POINT THE STATION LIES SW ABOUT 3 MILES. THE DC1901'BEST ROUTE IS UP THE LEFT HAND WASH WHICH CIRCLES AROUND AND DC1901'HEADS DIRECTLY BELOW THE PEAK. KEEP TO THE MAIN WASH DC1901'AT ALL FORKS. A 3-HOUR PACK AND VERY DIFFICULT TO DESCEND AT DC1901'NIGHT. DC1901 DC1901 STATION RECOVERY (1941) DC1901 DC1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JCS) DC1901'STATION IS ON A HIGH, ROCKY PEAK, THE HIGHEST POINT OF THE DC1901'JACUMBA MOUNTAINS AND IS 7 MILES, AIR LINE, A LITTLE E OF DC1901'N FROM JACUMBA. DC1901' DC1901'STATION MARK IS A STANDARD DISK SET IN BEDROCK 3 FEET BELOW DC1901'THE HIGHEST POINT AND IS STAMPED JACUMBA 1935. DC1901' DC1901'REFERENCE MARK NO. 1 IS A STANDARD DISK IN BEDROCK, ABOUT DC1901'8 FEET LOWER THAN THE STATION 8.459 METERS (27.754 FEET) DC1901'WNW OF THE STATION. IT IS STAMPED JACUMBA NO. 1 1935. DC1901' DC1901'THE AZIMUTH MARK IS SET IN THE LARGEST OF A ROW OF GRANITE DC1901'BOULDERS ABOUT 1/4 MILE NNE OF THE STATION. IT IS A STANDARD DC1901'DISK STAMPED JACUMBA NO. 3 1935. DC1901' DC1901'THE U.S.G.S. MARK PREVIOUSLY GIVEN AS 3.460 METERS S COULD DC1901'NOT BE FOUND, ALTHOUGH A THOROUGH SEARCH WAS MADE FOR IT. DC1901' DC1901'TO REACH FROM JACUMBA GO E ON U.S. HIGHWAY 80 TO A POINT DC1901'NEAR BOTTOM OF MOUNTAIN GRADE 0.6 MILE W OF MILLERS SERVICE DC1901'STATION. TURN LEFT AT GUARD RAIL ONTO AN OLD OIL ROAD AND DC1901'FOLLOW THIS ONTO A TRACK ROAD 0.7 MILE. CROSS RAILROAD, DC1901'THENCE LEFT ALONG IT 0.7 MILE TO FORK. TAKE LEFT FORK, DC1901'MAIN-TRAVELED ROAD, AND GO 1.3 MILES. TAKE LEFT FORK 0.5 MILE DC1901'TO RAILROAD CROSSING. CONTINUE 0.2 MILE. TAKE LEFT FOR 0.4 DC1901'MILE, CROSS RAILROAD AND CONTINUE ON MAIN-TRAVELED ROAD DC1901'1.6 MILES. CROSS RAILROAD AND GO 0.2 MILE. TAKE LEFT FORK, DC1901'GO 1.6 MILES. THENCE RIGHT FORK 0.3 MILE TO A SHACK AND SOME DC1901'BEEHIVES. CONTINUE ON ROAD 0.1 MILE TO END OF TRUCK DC1901'TRAVEL IN CANYON. DC1901' DC1901'FROM END OF TRUCK TRAVEL PICK UP TRAIL LEADING SOUTHWESTERLY UP DC1901'MAIN DRAW AND FOLLOW IT TO TOP OF THE DRAW, (STATION IS VISIBLE DC1901'TO S). CONTINUE ON TRAIL (MARKED BY SMALL CAIRNS) WESTERLY TO DC1901'WHERE IT CROSSES GORGE AND LEADS SOUTHERLY ALONG SIDE OF MAIN DC1901'RIDGE TO ITS END AND AT AN OLD MINE. ASCEND RIDGE ABOVE DC1901'MINE AND CONTINUE SOUTERLY ALONG TOP OF RIDGE TO HIGHEST POINT DC1901'AND STATION, APPROXIMATELY A 2 1/2-HOUR BACK PACK AND A DC1901'DISTANCE OF 5 MILES. SHORTER ROUTES TO THE STATION CAN BE DC1901'FOUND, BUT THE ABOVE ROUTE IS BELIEVED TO BE THE LEAST DC1901'DIFFICULT. DC1901 DC1901 STATION RECOVERY (1954) DC1901 DC1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LSB) DC1901'THE STATION MARK AND REFERENCE MARKS 1 AND 3 WERE RECOVERED DC1901'AND WERE FOUND TO BE IN GOOD CONDITION. THE U.S. GEOLOGICAL SURVEY DC1901'MARK LISTED AS MISSING IN 1941 WAS AGAIN SEARCHED FOR BUT DC1901'NOT FOUND. REFERENCE MARK 4 WAS ESTABLISHED THIS DATE. DC1901' DC1901'THE DISTANCE AND DIRECTION TO REFERENCE MARKS 1 AND 3 CHECKED DC1901'THE 1941 DATA WITHIN PROVISIONAL LIMITS. THE ORIGINAL DC1901'DESCRIPTION IS ADEQUATE FOR RECOVERY BUT A NEW AND SHORTER DC1901'ROUTE TO THE STATION IS LISTED BELOW. DC1901' DC1901'THE STATION IS LOCATED ABOUT 11 MILES WEST-SOUTHWEST OF DC1901'COYOTE WELLS, AND ABOUT 7 MILES NORTH-NORTHEAST OF JACUMBA, DC1901'ON A HIGH ROCKY PEAK, THE HIGHEST POINT OF THE JACUMBA DC1901'MOUNTAINS. DC1901' DC1901'TO REACH THE STATION FROM THE POST OFFICE IN JACUMBA, GO DC1901'EAST ON U.S. HIGHWAY 80 FOR 3.8 MILES TO A DIRT ROAD LEFT. DC1901'(THIS POINT IS 2.0 MILES WEST OF THE OASIS CAFE AND A CHEVRON DC1901'SERVICE STATION). TURN LEFT AND GO NORTH AND NORTHWEST ON DC1901'THE MICA GEM MINING AND MILLING CORPORATION ROAD FOR 1.05 DC1901'MILES TO A FORK. TAKE THE LEFT FORK AND GO 0.1 MILE TO A DC1901'FORK NEAR A LARGE TIN BUILDING. TAKE THE RIGHT FORK, KEEPING DC1901'TO THE LEFT OF THE TIN BUILDING, AND GO UP HILL (NORTHEAST) DC1901'FOR 1.3 MILES TO A FORK. TAKE THE LEFT FORK (NORTHERLY) AND DC1901'GO 2.25 MILES TO A ROAD LEFT. CONTINUE STRAIGHT AHEAD DC1901'(NORTHERLY) FOR 1.2 MILES TO A ROAD LEFT. TURN LEFT (WEST) AND DC1901'GO 0.05 MILE TO A FORK. TAKE THE RIGHT FORK AND GO 0.15 DC1901'MILE TO THE END OF THE ROAD AT A CONCRETE SLAB ON THE LEFT. DC1901'CONTINUE NORTHWESTERLY AROUND THE BASE OF THE HILL, DC1901'THENCE NORTHERLY TOWARD THE STATION HILL FOR 0.7 MILE TO DC1901'THE END OF TRUCK TRAVEL. THIS LAST MILEAGE IS CROSS DC1901'COUNTRY AND A 4-WHEEL DRIVE VEHICLE IS REQUIRED. PACK DC1901'NORTH-NORTHEAST FOR APPROXIMATELY 1-1/2 HOURS TO THE HIGHEST DC1901'POINT AND THE STATION. DC1901' DC1901'THE STATION MARK, A STANDARD DISK STAMPED JACUMBA 1935, IS DC1901'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE DC1901'GROUND AND IS ABOUT 3 FEET LOWER THAN THE HIGHEST POINT OF DC1901'THE PEAK. DC1901' DC1901'REFERENCE MARK 1, A STANDARD DISK STAMPED JACUMBA NO 1 1935, DC1901'IS SET IN A DRILL HOLE IN AN OUTCROP THAT IS OFFSET FROM THE DC1901'MAIN PEAK AND IS ABOUT 10 FEET LOWER THAN THE STATION MARK. DC1901' DC1901'REFERENCE MARK 4, A STANDARD DISK STAMPED JACUMBA NO 4 1935, DC1901'IS SET IN A DRILL HOLE IN BEDROCK THAT IS ABOUT 8 FEET LOWER DC1901'THAN THE STATION MARK. THE MARK IS ABOUT 7 FEET WEST OF THE DC1901'EAST EDGE OF A VERTICAL DROP. DC1901' DC1901'REFERENCE MARK 3, A STANDARD DISK STAMPED JACUMBA NO 3 1935, DC1901'IS SET IN THE TOP OF THE LARGEST ONE OF SEVERAL MONSTROUS DC1901'GRANITE BOULDERS THAT PROJECT ABOUT 20 FEET ABOVE THE GROUND. DC1901'THE MARK IS LOCATED ON THE FIRST PROMINENT POINT NORTHEAST OF DC1901'THE STATION. DC1901' DC1901'OBSERVATIONS WERE MADE FROM A 1.5 METER TRIPOD. DC1901 DC1901 STATION RECOVERY (2002) DC1901 DC1901'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (PJ) DC1901'FD MON AND 1 RM 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DC1956 *********************************************************************** DC1956 DESIGNATION - LONG USE 1941 DC1956 PID - DC1956 DC1956 STATE/COUNTY- CA/SAN DIEGO DC1956 USGS QUAD - MOUNT LAGUNA (1988) DC1956 DC1956 *CURRENT SURVEY CONTROL DC1956 ___________________________________________________________________ DC1956* NAD 83(1992)- 32 48 26.89419(N) 116 24 45.32968(W) ADJUSTED DC1956* NAVD 88 - 1572. (meters) 5157. (feet) VERTCON DC1956 ___________________________________________________________________ DC1956 EPOCH DATE - 1991.35 DC1956 LAPLACE CORR- -4.78 (seconds) DEFLEC99 DC1956 GEOID HEIGHT- -31.77 (meters) GEOID99 DC1956 DC1956 HORZ ORDER - THIRD DC1956 DC1956.The horizontal coordinates were established by classical geodetic methods DC1956.and adjusted by the National Geodetic Survey in June 1996. DC1956.The horizontal coordinates are valid at the epoch date displayed above. DC1956.The epoch date for horizontal control is a decimal equivalence DC1956.of Year/Month/Day. DC1956 DC1956.The NAVD 88 height was computed by applying the VERTCON shift value to DC1956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DC1956 DC1956.The Laplace correction was computed from DEFLEC99 derived deflections. DC1956 DC1956.The geoid height was determined by GEOID99. DC1956 DC1956; North East Units Scale Converg. DC1956;SPC CA 6 - 571,078.873 1,984,772.445 MT 0.99999607 -0 05 21.6 DC1956;SPC CA 6 - 1,873,614.60 6,511,707.60 sFT 0.99999607 -0 05 21.6 DC1956;UTM 11 - 3,630,096.187 554,992.517 MT 0.99963729 +0 19 05.8 DC1956 DC1956: Primary Azimuth Mark Grid Az DC1956:SPC CA 6 - MORRIS USE 1939 121 50 23.2 DC1956:UTM 11 - MORRIS USE 1939 121 25 55.8 DC1956 DC1956|---------------------------------------------------------------------| DC1956| PID Reference Object Distance Geod. Az | DC1956| dddmmss.s | DC1956| DC1954 MORRIS USE 1939 APPROX. 1.4 KM 1214501.6 | DC1956|---------------------------------------------------------------------| DC1956 DC1956 SUPERSEDED SURVEY CONTROL DC1956 DC1956 NAD 83(1986)- 32 48 26.89445(N) 116 24 45.32813(W) AD(1984.00) 3 DC1956 NAD 27 - 32 48 26.71262(N) 116 24 42.27287(W) AD( ) 3 DC1956 NGVD 29 - 1571. (m) 5154. (f) VERT ANG DC1956 DC1956.Superseded values are not recommended for survey control. DC1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC1956.See file dsdata.txt to determine how the superseded data were derived. DC1956 DC1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS5499330096(NAD 83) DC1956_MARKER: DD = SURVEY DISK DC1956_SETTING: 80 = SET IN A BOULDER DC1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DC1956+STABILITY: SURFACE MOTION DC1956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DC1956+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2002 DC1956 DC1956 HISTORY - Date Condition Report By DC1956 HISTORY - 1941 MONUMENTED USE DC1956 HISTORY - 20020106 GOOD INDIV DC1956 DC1956 STATION DESCRIPTION DC1956 DC1956'DESCRIBED BY US ENGINEERS 1941 DC1956'STATION IS A STANDARD DISK CEMENTED IN ROCK AND STAMPED LONG 1941. DC1956' DC1956'STATION IS LOCATED ON THE LONG VALLEY TRUCK TRAIL ON A HIGH POINT OF DC1956'THE RIDGE ABOUT 5-1/2 MILES (AIRLINE) NORTH OF LA POSTA AND 5-1/2 DC1956'MILES EAST OF LAGUNA JUNCTION. DC1956' DC1956'TO REACH FROM THE STORE AND POST OFFICE AT BOULEVARD GO 14.2 MILES DC1956'WEST ON U. S. HIGHWAY 80 TO THE CAMERON GUARD STATION. TURN RIGHT DC1956'AND GO NORTH PAST THE STATION ONTO THE KITCHEN CREEK TRUCK TRAIL DC1956'(THERE ARE TWO LOCKED GATES HERE) (FOREST SERVICE KEY). FROM THE DC1956'SECOND LOCKED GATE GO NORTH 3.0 MILES TO A FORD OVER KITCHEN DC1956'CREEK, CONTINUE ON 1.4 MILES, TAKE THE RIGHT FORK (LONG VALLEY DC1956'T.T.), GO 6.2 MILES TO NEAR THE RIDGE TOP. STATION IS ON A DC1956'LARGE ROCK ON THE HIGHEST POINT OF THE RIDGE ABOUT 300 YARDS FROM DC1956'A HORSE SHOE BEND IN THE ROAD. JUST TO THE WEST OF THE STATION A DC1956'LARGE VEIN OF WHITE QUARTZ STANDS OUT PROMINENTLY ON THE RIDGE DC1956'TOP. DC1956' DC1956'REFERENCE MARK 1 IS DISK CEMENTED IN QUARTZ VEIN, STAMPED R. M. 1 DC1956'LONG 1941. DC1956' DC1956'REFERENCE MARK 2 IS TALL SHARP GRANITE BOULDER, STAMPED R. M. 2 DC1956'LONG 1941. DC1956 DC1956 STATION RECOVERY (2002) DC1956 DC1956'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (PJ) DC1956'FD MON, NO RMS 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 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 = JANUARY 6, 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 = JANUARY 6, 2003 DC1767 *********************************************************************** DC1767 DESIGNATION - SAN DIEGO SANTA FE DEPOT W TWR DC1767 PID - DC1767 DC1767 STATE/COUNTY- CA/SAN DIEGO DC1767 USGS QUAD - POINT LOMA (1994) DC1767 DC1767 *CURRENT SURVEY CONTROL DC1767 ___________________________________________________________________ DC1767* NAD 83(1992)- 32 42 58.95439(N) 117 10 10.82445(W) ADJUSTED DC1767* NAVD 88 - DC1767 ___________________________________________________________________ DC1767 EPOCH DATE - 1991.35 DC1767 LAPLACE CORR- 5.83 (seconds) DEFLEC99 DC1767 GEOID HEIGHT- -35.02 (meters) GEOID99 DC1767 DC1767 HORZ ORDER - THIRD DC1767 DC1767.The horizontal coordinates were established by classical geodetic methods DC1767.and adjusted by the National Geodetic Survey in June 1996. DC1767.The horizontal coordinates are valid at the epoch date displayed above. DC1767.The epoch date for horizontal control is a decimal equivalence DC1767.of Year/Month/Day. DC1767 DC1767 DC1767.The Laplace correction was computed from DEFLEC99 derived deflections. DC1767 DC1767.The geoid height was determined by GEOID99. DC1767 DC1767; North East Units Scale Converg. DC1767;SPC CA 6 - 561,344.828 1,913,779.727 MT 1.00001182 -0 30 19.4 DC1767;SPC CA 6 - 1,841,678.82 6,278,792.32 sFT 1.00001182 -0 30 19.4 DC1767;UTM 11 - 3,619,857.824 484,099.285 MT 0.99960312 -0 05 30.1 DC1767 DC1767 SUPERSEDED SURVEY CONTROL DC1767 DC1767 NAD 83(1986)- 32 42 58.95034(N) 117 10 10.82414(W) AD(1984.00) 4 DC1767 NAD 27 - 32 42 58.76600(N) 117 10 07.70400(W) AD( ) 3 DC1767 DC1767.Superseded values are not recommended for survey control. DC1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC1767.See file dsdata.txt to determine how the superseded data were derived. DC1767 DC1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS8409919858(NAD 83) DC1767_MARKER: 55 = TOWER DC1767 DC1767 HISTORY - Date Condition Report By DC1767 HISTORY - 1933 FIRST OBSERVED CGS DC1767 HISTORY - 1934 GOOD CGS DC1767 HISTORY - 1961 GOOD CGS DC1767 HISTORY - 1962 GOOD CGS DC1767 HISTORY - 1977 GOOD NGS DC1767 HISTORY - 1989 GOOD USPSQD DC1767 HISTORY - 19971206 GOOD USPSQD DC1767 HISTORY - 20021207 GOOD USPSQD DC1767 DC1767 STATION DESCRIPTION DC1767 DC1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RWK) DC1767'THE MOST WESTERLY OF TWO YELLOW AND BLUE TOWERS ON THE UNION DC1767'DEPOT ON THE N SIDE OF BROADWAY AND W SIDE OF KETTNER BOULEVARD, DC1767'SAN DIEGO. A MISSION TYPE STRUCTURE TOPPED BY TWO TOWERS DC1767'WITH DOMED TOPS. DC1767 DC1767 STATION RECOVERY (1961) DC1767 DC1767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LFV) DC1767'STATION RECOVERED AS DESCRIBED. DESCRIPTION ADEQUATE AND DC1767'CORRECT. DC1767 DC1767 STATION RECOVERY (1962) DC1767 DC1767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN) DC1767'THE STATION WAS RECOVERED AS DESCRIBED BY R.W.K. IN 1934. DC1767 DC1767 STATION RECOVERY (1977) DC1767 DC1767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JWB) DC1767'THE STATION WAS RECOVERED AS DESCRIBED. DC1767 DC1767 STATION RECOVERY (1989) DC1767 DC1767'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNN) DC1767'RECOVERED IN GOOD CONDITION. DC1767 DC1767 STATION RECOVERY (1997) DC1767 DC1767'RECOVERY NOTE BY US POWER SQUADRON 1997 DC1767'RECOVERED IN GOOD CONDITION. DC1767 DC1767 STATION RECOVERY (2002) DC1767 DC1767'RECOVERY NOTE BY US POWER SQUADRON 2002 (MPM) DC1767'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 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 = JANUARY 6, 2003 DC1958 *********************************************************************** DC1958 DESIGNATION - TICK USE 1941 DC1958 PID - DC1958 DC1958 STATE/COUNTY- CA/SAN DIEGO DC1958 USGS QUAD - MOUNT LAGUNA (1988) DC1958 DC1958 *CURRENT SURVEY CONTROL DC1958 ___________________________________________________________________ DC1958* NAD 83(1992)- 32 45 17.41071(N) 116 28 09.80270(W) ADJUSTED DC1958* NAVD 88 - 1572. (meters) 5157. (feet) VERTCON DC1958 ___________________________________________________________________ DC1958 EPOCH DATE - 1991.35 DC1958 LAPLACE CORR- -0.15 (seconds) DEFLEC99 DC1958 GEOID HEIGHT- -31.84 (meters) GEOID99 DC1958 DC1958 HORZ ORDER - THIRD DC1958 DC1958.The horizontal coordinates were established by classical geodetic methods DC1958.and adjusted by the National Geodetic Survey in June 1996. DC1958.The horizontal coordinates are valid at the epoch date displayed above. DC1958.The epoch date for horizontal control is a decimal equivalence DC1958.of Year/Month/Day. DC1958 DC1958.The NAVD 88 height was computed by applying the VERTCON shift value to DC1958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DC1958 DC1958.The Laplace correction was computed from DEFLEC99 derived deflections. DC1958 DC1958.The geoid height was determined by GEOID99. DC1958 DC1958; North East Units Scale Converg. DC1958;SPC CA 6 - 565,251.453 1,979,440.733 MT 1.00000486 -0 07 14.0 DC1958;SPC CA 6 - 1,854,495.81 6,494,215.14 sFT 1.00000486 -0 07 14.0 DC1958;UTM 11 - 3,624,233.133 549,704.337 MT 0.99963046 +0 17 13.5 DC1958 DC1958: Primary Azimuth Mark Grid Az DC1958:SPC CA 6 - DEE USE 1941 265 21 22.0 DC1958:UTM 11 - DEE USE 1941 264 56 54.5 DC1958 DC1958|---------------------------------------------------------------------| DC1958| PID Reference Object Distance Geod. Az | DC1958| dddmmss.s | DC1958| DC1960 DEE USE 1941 APPROX. 1.7 KM 2651408.0 | DC1958|---------------------------------------------------------------------| DC1958 DC1958 SUPERSEDED SURVEY CONTROL DC1958 DC1958 NAD 83(1986)- 32 45 17.41086(N) 116 28 09.80341(W) AD(1984.00) 3 DC1958 NAD 27 - 32 45 17.22479(N) 116 28 06.74425(W) AD( ) 3 DC1958 NGVD 29 - 1571. (m) 5154. (f) VERT ANG DC1958 DC1958.Superseded values are not recommended for survey control. DC1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC1958.See file dsdata.txt to determine how the superseded data were derived. DC1958 DC1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS4970424233(NAD 83) DC1958_MARKER: DD = SURVEY DISK DC1958_SETTING: 0 = UNSPECIFIED SETTING DC1958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DC1958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DC1958+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2001 DC1958 DC1958 HISTORY - Date Condition Report By DC1958 HISTORY - 1941 MONUMENTED USE DC1958 HISTORY - 20011216 GOOD INDIV DC1958 DC1958 STATION DESCRIPTION DC1958 DC1958'DESCRIBED BY US ENGINEERS 1941 DC1958'STATION IS STANDARD DISK IN MONUMENT, STAMPED TICK 1941. DC1958' DC1958'STATION IS LOCATED ON HIGH, BRUSH COVERED HILL ABOUT 1.5 MILES DC1958'SOUTHEAST OF BUCKMAN SPRINGS, 8.0 MILES SOUTHEAST OF PINE VALLEY AND DC1958'ABOUT 9 MILES NORTH OF THE MEXICAN BORDER. DC1958' DC1958'TO REACH FROM PINE VALLEY POST OFFICE PROCEED 4.5 MILES SOUTHEAST DC1958'ON U.S. HIGHWAY 80 TO ROAD BRANCHING TO RIGHT, SIGN (CAMPO 12), DC1958'KEEP LEFT ROAD FOR 1.3 MILES TO LOCKED GATE ON LEFT MARKED (SHEEP DC1958'HEAD TRUCK TRAIL) (FOREST SERVICE KEY NEEDED) TURN LEFT THROUGH DC1958'GATE FOR 1.15 MILES TO FOOT OF MOUNTAIN (ROAD TAKES DECIDED TURN DC1958'TO NORTH). HIKE UP MOUNTAIN TO SADDLE THEN TURN RIGHT (SOUTH) DC1958'FOR 400 FEET TO STATION. A 45 MINUTE PACK. DC1958' DC1958'REFERENCE MARK 1 IS STANDARD DISK IN ROCK, STAMPED TICK R.M. 1 DC1958'1941, 20.70 FEET FROM STATION. DC1958' DC1958'REFERENCE MARK 2 IS STANDARD DISK IN ROCK, STAMPED TICK R.M. 2 DC1958'1941, 58.20 FEET FROM STATION. DC1958' DC1958'NOTE--HORIZONTAL POSITION READJUSTED BY SXFO IN 1966 BECAUSE OF DC1958'CHANGES IN BASIC CONTROL IN THE AREA, OR DUE TO METHOD OF ADJUSTMENT DC1958'USED BY (29E). DC1958 DC1958 STATION RECOVERY (2001) DC1958 DC1958'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (PJ) DC1958'FD MON, NO RMS, BUSHWACK ACCESS 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 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 = JANUARY 6, 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 = JANUARY 6, 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 = JANUARY 6, 2003 DC1959 *********************************************************************** DC1959 DESIGNATION - WIND USE 1941 DC1959 PID - DC1959 DC1959 STATE/COUNTY- CA/SAN DIEGO DC1959 USGS QUAD - MOUNT LAGUNA (1988) DC1959 DC1959 *CURRENT SURVEY CONTROL DC1959 ___________________________________________________________________ DC1959* NAD 83(1992)- 32 46 15.98680(N) 116 28 34.79928(W) ADJUSTED DC1959* NAVD 88 - 1301. (meters) 4268. (feet) VERTCON DC1959 ___________________________________________________________________ DC1959 EPOCH DATE - 1991.35 DC1959 LAPLACE CORR- -0.03 (seconds) DEFLEC99 DC1959 GEOID HEIGHT- -31.77 (meters) GEOID99 DC1959 DC1959 HORZ ORDER - THIRD DC1959 DC1959.The horizontal coordinates were established by classical geodetic methods DC1959.and adjusted by the National Geodetic Survey in June 1996. DC1959.The horizontal coordinates are valid at the epoch date displayed above. DC1959.The epoch date for horizontal control is a decimal equivalence DC1959.of Year/Month/Day. DC1959 DC1959.The NAVD 88 height was computed by applying the VERTCON shift value to DC1959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DC1959 DC1959.The Laplace correction was computed from DEFLEC99 derived deflections. DC1959 DC1959.The geoid height was determined by GEOID99. DC1959 DC1959; North East Units Scale Converg. DC1959;SPC CA 6 - 567,057.319 1,978,793.968 MT 1.00000206 -0 07 27.7 DC1959;SPC CA 6 - 1,860,420.55 6,492,093.21 sFT 1.00000206 -0 07 27.7 DC1959;UTM 11 - 3,626,033.678 549,044.984 MT 0.99962966 +0 17 00.4 DC1959 DC1959: Primary Azimuth Mark Grid Az DC1959:SPC CA 6 - LOS PINOS 246 58 00.4 DC1959:UTM 11 - LOS PINOS 246 33 32.3 DC1959 DC1959|---------------------------------------------------------------------| DC1959| PID Reference Object Distance Geod. Az | DC1959| dddmmss.s | DC1959| DC1998 LOS PINOS APPROX.10.3 KM 2465032.7 | DC1959|---------------------------------------------------------------------| DC1959 DC1959 SUPERSEDED SURVEY CONTROL DC1959 DC1959 NAD 83(1986)- 32 46 15.98616(N) 116 28 34.79952(W) AD(1984.00) 3 DC1959 NAD 27 - 32 46 15.80117(N) 116 28 31.74062(W) AD( ) 3 DC1959 NGVD 29 - 1300. (m) 4265. (f) VERT ANG DC1959 DC1959.Superseded values are not recommended for survey control. DC1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC1959.See file dsdata.txt to determine how the superseded data were derived. DC1959 DC1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS4904526034(NAD 83) DC1959_MARKER: DD = SURVEY DISK DC1959_SETTING: 0 = UNSPECIFIED SETTING DC1959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DC1959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DC1959+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2002 DC1959 DC1959 HISTORY - Date Condition Report By DC1959 HISTORY - 1941 MONUMENTED USE DC1959 HISTORY - 20020104 GOOD INDIV DC1959 DC1959 STATION DESCRIPTION DC1959 DC1959'DESCRIBED BY US ENGINEERS 1941 DC1959'STATION IS STANDARD DISK STAMPED WIND 1941. DC1959' DC1959'STATION LIES ON TOP OF HIGH RIDGE 0.75 MILES EAST OF U.S. HIGHWAY DC1959'80, 4.5 MILES SOUTHEAST OF PINE VALLEY AND ABOUT 11 MILES NORTH OF DC1959'MEXICAN BORDER. DC1959' DC1959'TO REACH FROM PINE VALLEY POST OFFICE PROCEED SOUTHEAST ON U.S. DC1959'HIGHWAY 80 FOR 6.3 MILES TO LOCKED GATE ON LEFT, SIGN (SHEEPHEAD DC1959'TRUCK TRAIL) (FOREST SERVICE KEY NEEDED), TURN LEFT THROUGH GATE DC1959'FOR 1.7 MILES TO WIRE GATE, PROCEED THROUGH GATE FOR 1.0 MILE TO DC1959'POINT WHERE TRUCK TRAIL TURNS NORTH ALONG RIDGE. STATION LIES DC1959'NORTHWEST OF THIS POINT 75 FEET AT NORTH EDGE OF LARGE PILE OF DC1959'ROCK. DC1959' DC1959'REFERENCE MARK 1 IS STANDARD DISK SET IN ROCK OUTCROP, STAMPED DC1959'R.M. 1. DC1959' DC1959'REFERENCE MARK 2 IS STANDARD DISK SET IN ROCK OUTCROP, STAMPED DC1959'R.M. 2. DC1959 DC1959 STATION RECOVERY (2002) DC1959 DC1959'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (PJ) DC1959'FD MON, NO RMS 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DX4920 *********************************************************************** DX4920 DESIGNATION - YAK DX4920 PID - DX4920 DX4920 STATE/COUNTY- CA/SAN DIEGO DX4920 USGS QUAD - WHALE PEAK (1978) DX4920 DX4920 *CURRENT SURVEY CONTROL DX4920 ___________________________________________________________________ DX4920* NAD 83(1992)- 33 06 08.55875(N) 116 16 38.96214(W) ADJUSTED DX4920* NAVD 88 - 1115.0 (meters) 3658. (feet) VERTCON DX4920 ___________________________________________________________________ DX4920 EPOCH DATE - 1991.35 DX4920 LAPLACE CORR- -3.94 (seconds) DEFLEC99 DX4920 GEOID HEIGHT- -32.74 (meters) GEOID99 DX4920 DX4920 HORZ ORDER - FIRST DX4920 DX4920.The horizontal coordinates were established by classical geodetic methods DX4920.and adjusted by the National Geodetic Survey in June 1996. DX4920.The horizontal coordinates are valid at the epoch date displayed above. DX4920.The epoch date for horizontal control is a decimal equivalence DX4920.of Year/Month/Day. DX4920 DX4920.The NAVD 88 height was computed by applying the VERTCON shift value to DX4920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DX4920 DX4920.The Laplace correction was computed from DEFLEC99 derived deflections. DX4920 DX4920.The geoid height was determined by GEOID99. DX4920 DX4920; North East Units Scale Converg. DX4920;SPC CA 6 - 603,772.830 1,997,434.087 MT 0.99996226 -0 00 54.4 DX4920;SPC CA 6 - 1,980,878.03 6,553,248.33 sFT 0.99996226 -0 00 54.4 DX4920;UTM 11 - 3,662,868.762 567,416.592 MT 0.99965604 +0 23 40.6 DX4920 DX4920: Primary Azimuth Mark Grid Az DX4920:SPC CA 6 - WHALE 204 03 49.7 DX4920:UTM 11 - WHALE 203 39 14.7 DX4920 DX4920|---------------------------------------------------------------------| DX4920| PID Reference Object Distance Geod. Az | DX4920| dddmmss.s | DX4920| CF1793 YAK RM 1 4.951 METERS 06508 | DX4920| DX4921 WHALE APPROX. 8.9 KM 2040255.3 | DX4920| CF1794 YAK RM 2 5.474 METERS 32125 | DX4920|---------------------------------------------------------------------| DX4920 DX4920 SUPERSEDED SURVEY CONTROL DX4920 DX4920 NAD 83(1986)- 33 06 08.56199(N) 116 16 38.96007(W) AD(1984.00) 1 DX4920 NAD 27 - 33 06 08.39770(N) 116 16 35.92656(W) AD( ) 1 DX4920 NGVD 29 - 1114.3 (m) 3656. (f) VERT ANG DX4920 DX4920.Superseded values are not recommended for survey control. DX4920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX4920.See file dsdata.txt to determine how the superseded data were derived. DX4920 DX4920_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS6741762869(NAD 83) DX4920_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION DX4920_SETTING: 80 = SET IN A BOULDER DX4920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DX4920+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2002 DX4920 DX4920 HISTORY - Date Condition Report By DX4920 HISTORY - 1939 MONUMENTED CGS DX4920 HISTORY - 1955 SEE DESCRIPTION CGS DX4920 HISTORY - 20021207 GOOD INDIV DX4920 DX4920 STATION DESCRIPTION DX4920 DX4920'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) DX4920'ON THE HIGHEST POINT OF A PROMINENT RIDGE ABOUT 3 MILES DX4920'SOUTH OF CALIFORNIA STATE HIGHWAY NO. 78 AND ABOUT 10 MILES DX4920'WEST-SOUTHWEST OF THE DRY LAKE AND OCOTILLO STORE. DX4920' DX4920'STATION REACHED FROM NEW TOWN OF OCOTILLO ON STATE HIGHWAY DX4920'NO. 78 BY GOING WEST ON HIGHWAY 78 FOR 10.0 MILES TO HIGHWAY DX4920'SIGN BORREGO VALLEY - BORREGO PARK AND JULIAN 24, ETC. CONTINUE DX4920'ON HIGHWAY 78 FOR 1.1 MILES TO THE MOUTH OF A LARGE WASH ON DX4920'LEFT. TURN LEFT AND FOLLOW WASH FOR ABOUT 3.5 MILES TO BASE DX4920'OF HIGH PEAK AND STATION ON LEFT. PACK UP MOUNTAIN WASH IN DX4920'A SOUTHEASTERN DIRECTION TO HIGHEST POINT AND STATION. 2-1/2 DX4920'HOUR HARD PACK ACROSS LARGE ROUGH BOULDERS. DX4920' DX4920'STATION IS MARKED BY A STANDARD DISK SET IN A LARGE BOULDER, DX4920'NOTE 4, STAMPED YAK 1939. DX4920' DX4920'REFERENCE MARKS ARE STANDARD MARKS SET IN BOULDERS, NOTE 12C, DX4920'STAMPED YAK NO. 1, 1939 AND YAK NO. 2, 1939. DX4920 DX4920 STATION RECOVERY (1955) DX4920 DX4920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB) DX4920'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED DX4920'AS DESCRIBED AND IN GOOD CONDITION. THE PREVIOUS DESCRIPTION DX4920'OF THE ROUTE TO THE STATION IS OBSOLETE. A COMPLETE DESCRIPTION DX4920'OF THE ROUTE TO THE STATION FOLLOWS-- DX4920' DX4920'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 99 AND STATE HIGHWAY DX4920'78 (16 MI. NW OF WESTMORLAND). DRIVE W ON STATE HIGHWAY 78 FOR DX4920'16.2 MI. TO OCOTILLO WELLS. CONTINUE W ON STATE HIGHWAY 78 DX4920'FOR 9.6 MI. TO HIGH-VOLTAGE TRANSFORMERS ON THE LEFT (S) DX4920'SIDE OF THE HIGHWAY. CONTINUE W ON STATE HIGHWAY 78 FOR DX4920'1.4 MI. CROSSING BRIDGE NO. F-11-02 TO A TRACK ROAD ON THE LEFT DX4920'(S-SW) LEADING INTO A WASH. TURN LEFT ON THE TRACK ROAD AND DX4920'FOLLOW THE WASH (S-SW) FOR 1.4 MI. TO THE SW BASE OF THE DX4920'MOUNTAIN ON THE LEFT. BEAR LEFT (SE AND E) AND CONTINUE UP DX4920'THE WASH FOR 1.05 MI. TO A FORK. TURN LEFT (E) AND GO 0.1 DX4920'MI. TO A FORK. TURN LEFT (NE) AND DRIVE TOWARD THE MOUTH DX4920'OF THE CANYON FOR 0.5 MI. TO THE END OF TRUCK TRAVEL. DX4920'START PACKING N UP THE WASH TO ITS HEAD IN THE LOW DX4920'SADDLE, THENCE RIGHT ALONG THE RIDGE TO THE HIGHEST POINT DX4920'AND THE STATION. A 3-HOUR PACK. VERY ROUGH GOING. A DX4920'FOUR-WHEEL DRIVE VEHICLE IS REQUIRED FOR THE LAST 3.05 MI. DX4920 DX4920 STATION RECOVERY (2002) DX4920 DX4920'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (PJ) DX4920'FD MON AND 1 RM