1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DX1246 *********************************************************************** DX1246 DESIGNATION - B 64 DX1246 PID - DX1246 DX1246 STATE/COUNTY- CA/SAN DIEGO DX1246 USGS QUAD - OCEANSIDE (1975) DX1246 DX1246 *CURRENT SURVEY CONTROL DX1246 ___________________________________________________________________ DX1246* NAD 83(1986)- 33 11 40. (N) 117 23 02. (W) SCALED DX1246* NAVD 88 - 14.159 (meters) 46.45 (feet) ADJUSTED DX1246 ___________________________________________________________________ DX1246 GEOID HEIGHT- -34.66 (meters) GEOID03 DX1246 DYNAMIC HT - 14.144 (meters) 46.40 (feet) COMP DX1246 MODELED GRAV- 979,555.4 (mgal) NAVD 88 DX1246 DX1246 VERT ORDER - FIRST CLASS I DX1246 DX1246.The horizontal coordinates were scaled from a topographic map and have DX1246.an estimated accuracy of +/- 6 seconds. DX1246 DX1246.The orthometric height was determined by differential leveling DX1246.and adjusted by the National Geodetic Survey in June 1991. DX1246 DX1246.Photographs are available for this station. DX1246 DX1246.The geoid height was determined by GEOID03. DX1246 DX1246.The dynamic height is computed by dividing the NAVD 88 DX1246.geopotential number by the normal gravity value computed on the DX1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DX1246.degrees latitude (g = 980.6199 gals.). DX1246 DX1246.The modeled gravity was interpolated from observed gravity values. DX1246 DX1246; North East Units Estimated Accuracy DX1246;SPC CA 6 - 614,560. 1,894,270. MT (+/- 180 meters Scaled) DX1246 DX1246 SUPERSEDED SURVEY CONTROL DX1246 DX1246 NGVD 29 (??/??/92) 13.490 (m) 44.26 (f) ADJ UNCH 1 1 DX1246 DX1246.Superseded values are not recommended for survey control. DX1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX1246.See file dsdata.txt to determine how the superseded data were derived. DX1246 DX1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS642729(NAD 83) DX1246_MARKER: DB = BENCH MARK DISK DX1246_SETTING: 36 = SET IN A MASSIVE STRUCTURE DX1246_SP_SET: PIER DX1246_STAMPING: B 64 1927 DX1246_MARK LOGO: CGS DX1246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DX1246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DX1246+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005 DX1246 DX1246 HISTORY - Date Condition Report By DX1246 HISTORY - 1927 MONUMENTED CGS DX1246 HISTORY - 1960 GOOD NGS DX1246 HISTORY - 1970 GOOD NGS DX1246 HISTORY - 1978 GOOD NGS DX1246 HISTORY - 1984 GOOD DMA DX1246 HISTORY - 1988 GOOD NGS DX1246 HISTORY - 19950720 GOOD USPSQD DX1246 HISTORY - 19970719 GOOD USPSQD DX1246 HISTORY - 20020326 GOOD USPSQD DX1246 HISTORY - 20040718 GOOD USPSQD DX1246 HISTORY - 20050708 GOOD USPSQD DX1246 DX1246 STATION DESCRIPTION DX1246 DX1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 DX1246'AT OCEANSIDE. DX1246'AT OCEANSIDE, AT THE END OF THIRD STREET, IN THE MIDDLE STUD DX1246'OF THE CONCRETE PIER AT OCEANSIDE BEACH. DX1246 DX1246 STATION RECOVERY (1970) DX1246 DX1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 DX1246'RECOVERED IN GOOD CONDITION. DX1246 DX1246 STATION RECOVERY (1978) DX1246 DX1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 DX1246'RECOVERED IN GOOD CONDITION. DX1246 DX1246 STATION RECOVERY (1984) DX1246 DX1246'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984 DX1246'CHANGE: ON PACIFIC STREET AT THE DEAD END OF THIRD STREET, 12.5 FEET DX1246'WEST OF THE CURB OF PACIFIC STREET, 4.3 FEET SOUTH OF THE EXTENDED DX1246'CENTERLINE OF THIRD STREET, AND 2.5 FEET ABOVE THE SURFACE OF THE DX1246'SIDEWALK, SET VERTICALLY IN A PILLAR OF THE PIER, JUST BELOW THE DX1246'COMMEMORATIVE PLAQUE FOR THE DEDICATION OF THE PIER ON JULY 4, 1927. DX1246 DX1246 STATION RECOVERY (1988) DX1246 DX1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 DX1246'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. IN OCEANSIDE, DX1246'AT THE T-JUNCTION OF PACIFIC AND 3RD STREETS, SET VERTICALLY THE DX1246'NORTHEAST FACE OF A PILLAR OF A PIER, JUST BELOW A COMMEMORATIVE DX1246'PLAQUE, 9.1 M (29.9 FT) SOUTHWEST OF THE CENTERLINE OF PACIFIC DX1246'STREET, 3.8 M (12.5 FT) SOUTHWEST OF THE SOUTHWEST CURB OF PACIFIC DX1246'STREET, 1.3 M (4.3 FT) SOUTHEAST OF THE EXTENDED CENTERLINE OF 3RD DX1246'STREET. DX1246'THE MARK IS 1.1 M ABOVE THE GROUND. DX1246 DX1246 STATION RECOVERY (1995) DX1246 DX1246'RECOVERY NOTE BY US POWER SQUADRON 1995 DX1246'RECOVERED IN GOOD CONDITION. DX1246 DX1246 STATION RECOVERY (1997) DX1246 DX1246'RECOVERY NOTE BY US POWER SQUADRON 1997 DX1246'RECOVERED IN GOOD CONDITION. DX1246 DX1246 STATION RECOVERY (2002) DX1246 DX1246'RECOVERY NOTE BY US POWER SQUADRON 2002 (EBS) DX1246'RECOVERED IN GOOD CONDITION. DX1246 DX1246 STATION RECOVERY (2004) DX1246 DX1246'RECOVERY NOTE BY US POWER SQUADRON 2004 (RW) DX1246'RECOVERED AS DESCRIBED DX1246 DX1246 STATION RECOVERY (2005) DX1246 DX1246'RECOVERY NOTE BY US POWER SQUADRON 2005 (RS) DX1246'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DC1663 *********************************************************************** DC1663 DESIGNATION - BENNINGTON MONUMENT DC1663 PID - DC1663 DC1663 STATE/COUNTY- CA/SAN DIEGO DC1663 USGS QUAD - POINT LOMA (1994) DC1663 DC1663 *CURRENT SURVEY CONTROL DC1663 ___________________________________________________________________ DC1663* NAD 83(1992)- 32 41 23.70745(N) 117 14 39.92610(W) ADJUSTED DC1663* NAVD 88 - DC1663 ___________________________________________________________________ DC1663 EPOCH DATE - 1991.35 DC1663 LAPLACE CORR- 5.96 (seconds) DEFLEC99 DC1663 GEOID HEIGHT- -35.39 (meters) GEOID03 DC1663 DC1663 HORZ ORDER - THIRD DC1663 DC1663.The horizontal coordinates were established by classical geodetic methods DC1663.and adjusted by the National Geodetic Survey in June 1996. DC1663.The horizontal coordinates are valid at the epoch date displayed above. DC1663.The epoch date for horizontal control is a decimal equivalence DC1663.of Year/Month/Day. DC1663 DC1663 DC1663.The Laplace correction was computed from DEFLEC99 derived deflections. DC1663 DC1663.The geoid height was determined by GEOID03. DC1663 DC1663; North East Units Scale Factor Converg. DC1663;SPC CA 6 - 558,475.132 1,906,744.020 MT 1.00001686 -0 32 47.2 DC1663;SPC CA 6 - 1,832,263.83 6,255,709.34 sFT 1.00001686 -0 32 47.2 DC1663;UTM 11 - 3,616,938.555 477,087.373 MT 0.99960647 -0 07 55.2 DC1663 DC1663 SUPERSEDED SURVEY CONTROL DC1663 DC1663 NAD 83(1986)- 32 41 23.70243(N) 117 14 39.92522(W) AD(1984.00) 4 DC1663 NAD 27 - 32 41 23.52000(N) 117 14 36.79900(W) AD( ) 3 DC1663 DC1663.Superseded values are not recommended for survey control. DC1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC1663.See file dsdata.txt to determine how the superseded data were derived. DC1663 DC1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS7708716939(NAD 83) DC1663_MARKER: 70 = MONUMENT DC1663 DC1663 HISTORY - Date Condition Report By DC1663 HISTORY - 1933 FIRST OBSERVED CGS DC1663 HISTORY - 1934 GOOD CGS DC1663 HISTORY - 1962 GOOD CGS DC1663 HISTORY - 20050618 GOOD USPSQD DC1663 DC1663 STATION DESCRIPTION DC1663 DC1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RWK) DC1663'A TALL DARK GRANITE MONUMENT STANDING IN THE MILITARY CEMETERY DC1663'ON THE CREST OF POINT LOMA, ABOUT ONE AND A HALF MILES N DC1663'OF POINT LOMA LIGHT, (OLD). DC1663 DC1663 STATION RECOVERY (1962) DC1663 DC1663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN) DC1663'THE STATION WAS RECOVERED IN GOOD CONDITION. IT IS LOCATED ON THE DC1663'GROUNDS OF THE U.S. NATIONAL CEMETERY ON POINT LOMA. THE STATION DC1663'IS A 60 FOOT HIGH, DARK GRANITE MONUMENT WITH A PYRAMIDAL DC1663'TOP. ON THE SOUTH SIDE OF THE MONUMENT IS THE INSCRIPTION DC1663'TO THE BENNINGTONS DEAD JULY 21, 1905. DC1663 DC1663 STATION RECOVERY (2005) DC1663 DC1663'RECOVERY NOTE BY US POWER SQUADRON 2005 DC1663'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DC0866 *********************************************************************** DC0866 DESIGNATION - C DC0866 PID - DC0866 DC0866 STATE/COUNTY- CA/SAN DIEGO DC0866 USGS QUAD - POINT LOMA (1994) DC0866 DC0866 *CURRENT SURVEY CONTROL DC0866 ___________________________________________________________________ DC0866* NAD 83(1986)- 32 43 19. (N) 117 10 12. (W) SCALED DC0866* NAVD 88 - 7.77 (+/-2cm) 25.5 (feet) VERTCON DC0866 ___________________________________________________________________ DC0866 GEOID HEIGHT- -35.02 (meters) GEOID03 DC0866 DC0866 VERT ORDER - FIRST CLASS II (See Below) DC0866 DC0866.The horizontal coordinates were scaled from a topographic map and have DC0866.an estimated accuracy of +/- 6 seconds. DC0866 DC0866.The NAVD 88 height was computed by applying the VERTCON shift value to DC0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DC0866.The vertical order pertains to the NGVD 29 superseded value. DC0866 DC0866.The geoid height was determined by GEOID03. DC0866 DC0866; North East Units Estimated Accuracy DC0866;SPC CA 6 - 561,960. 1,913,760. MT (+/- 180 meters Scaled) DC0866 DC0866 SUPERSEDED SURVEY CONTROL DC0866 DC0866 NGVD 29 (??/??/??) 7.135 (m) 23.41 (f) ADJUSTED 1 2 DC0866 DC0866.Superseded values are not recommended for survey control. DC0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC0866.See file dsdata.txt to determine how the superseded data were derived. DC0866 DC0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS840204(NAD 83) DC0866_MARKER: Q = CHISELED SQUARE DC0866_SETTING: 30 = SET IN A LIGHT STRUCTURE DC0866_SP_SET: RIM OF MANHOLE DC0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DC0866 DC0866 HISTORY - Date Condition Report By DC0866 HISTORY - UNK MONUMENTED CGS DC0866 HISTORY - 1955 MARK NOT FOUND NGS DC0866 HISTORY - 1967 MARK NOT FOUND NGS DC0866 HISTORY - 20050107 MARK NOT FOUND GEOCAC DC0866 DC0866 STATION DESCRIPTION DC0866 DC0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 DC0866'0.5 MI N FROM SAN DIEGO. DC0866'0.5 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY DC0866'AT SAN DIEGO, 10 FEET WEST OF THE CENTERLINE OF THE TRACK, 24 DC0866'FEET EAST OF THE CENTERLINE OF CALIFORNIA STREET, AND ON THE WEST DC0866'SIDE OF THE IRON RIM OF A MANHOLE. DC0866 DC0866 STATION RECOVERY (1967) DC0866 DC0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 DC0866'MARK NOT FOUND. DC0866 DC0866 STATION RECOVERY (2005) DC0866 DC0866'RECOVERY NOTE BY GEOCACHING 2005 (GAM) DC0866'DECRIPTION PLACES MARK BETWEEN NOW EXISTING TRACKS 2 AND 3. MANHOLE DC0866'COVER, AS REPORTED BY MAINTAINENCE CREW WORKING THERE TODAY, WAS MOVED DC0866'INTO CALIFORNIA STREET IN THE 1970'S. MARK HAS BEEN ASPHALTED OVER BY DC0866'RAILWAY CREWS. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DC1432 *********************************************************************** DC1432 DESIGNATION - C 1415 DC1432 PID - DC1432 DC1432 STATE/COUNTY- CA/SAN DIEGO DC1432 USGS QUAD - POINT LOMA (1994) DC1432 DC1432 *CURRENT SURVEY CONTROL DC1432 ___________________________________________________________________ DC1432* NAD 83(1986)- 32 44 50. (N) 117 11 36. (W) SCALED DC1432* NAVD 88 - 12.522 (meters) 41.08 (feet) ADJUSTED DC1432 ___________________________________________________________________ DC1432 GEOID HEIGHT- -35.02 (meters) GEOID03 DC1432 DYNAMIC HT - 12.508 (meters) 41.04 (feet) COMP DC1432 MODELED GRAV- 979,524.4 (mgal) NAVD 88 DC1432 DC1432 VERT ORDER - FIRST CLASS II DC1432 DC1432.The horizontal coordinates were scaled from a topographic map and have DC1432.an estimated accuracy of +/- 6 seconds. DC1432 DC1432.The orthometric height was determined by differential leveling DC1432.and adjusted by the National Geodetic Survey in June 1991. DC1432 DC1432.The geoid height was determined by GEOID03. DC1432 DC1432.The dynamic height is computed by dividing the NAVD 88 DC1432.geopotential number by the normal gravity value computed on the DC1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DC1432.degrees latitude (g = 980.6199 gals.). DC1432 DC1432.The modeled gravity was interpolated from observed gravity values. DC1432 DC1432; North East Units Estimated Accuracy DC1432;SPC CA 6 - 564,790. 1,911,590. MT (+/- 180 meters Scaled) DC1432 DC1432 SUPERSEDED SURVEY CONTROL DC1432 DC1432.No superseded survey control is available for this station. DC1432 DC1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS818232(NAD 83) DC1432_MARKER: DB = BENCH MARK DISK DC1432_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. DC1432_SP_SET: SIDEWALK DC1432_STAMPING: C 1415 1987 DC1432_MARK LOGO: NGS DC1432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DC1432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DC1432+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005 DC1432 DC1432 HISTORY - Date Condition Report By DC1432 HISTORY - 1987 MONUMENTED NGS DC1432 HISTORY - 1990 GOOD USPSQD DC1432 HISTORY - 20050618 GOOD USPSQD DC1432 DC1432 STATION DESCRIPTION DC1432 DC1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 DC1432'0.3 KM (0.20 MI) SW FROM OLD TOWN. DC1432'0.3 KM (0.20 MI) SOUTHWEST ALONG OLD TOWN AVENUE FROM THE JUNCTION OF DC1432'CONGRESS STREET IN OLD TOWN, IN TOP OF THE SOUTH END OF THE EAST DC1432'SIDEWALK OF A BRIDGE OVER INTERSTATE HIGHWAY 5, 6.6 M (21.7 FT) EAST DC1432'OF THE STREET CENTERLINE, 4.7 M (15.4 FT) NORTH OF THE SOUTH END OF DC1432'THE SIDEWALK, 0.2 M (0.7 FT) WEST OF THE EAST GUARDRAIL. NOTE--THAT DC1432'PORTION OF SIDEWALK IN WHICH THE MARK IS SET IS A PART OF THE BRIDGE DC1432'ABUTMENT. DC1432'THE MARK IS 0.2 M ABOVE THE STREET. DC1432 DC1432 STATION RECOVERY (1990) DC1432 DC1432'RECOVERY NOTE BY US POWER SQUADRON 1990 (PG) DC1432'RECOVERED IN GOOD CONDITION. DC1432 DC1432 STATION RECOVERY (2005) DC1432 DC1432'RECOVERY NOTE BY US POWER SQUADRON 2005 DC1432'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DC1320 *********************************************************************** DC1320 DESIGNATION - G 1313 DC1320 PID - DC1320 DC1320 STATE/COUNTY- CA/SAN DIEGO DC1320 USGS QUAD - POINT LOMA (1994) DC1320 DC1320 *CURRENT SURVEY CONTROL DC1320 ___________________________________________________________________ DC1320* NAD 83(1986)- 32 44 49. (N) 117 12 33. (W) SCALED DC1320* NAVD 88 - 3.662 (meters) 12.01 (feet) READJUSTED DC1320 ___________________________________________________________________ DC1320 GEOID HEIGHT- -35.09 (meters) GEOID03 DC1320 DYNAMIC HT - 3.660 (meters) 12.01 (feet) COMP DC1320 MODELED GRAV- 979,526.6 (mgal) NAVD 88 DC1320 DC1320 VERT ORDER - * READJUSTED, Code A , SEE BELOW DC1320 DC1320.The horizontal coordinates were scaled from a topographic map and have DC1320.an estimated accuracy of +/- 6 seconds. DC1320 DC1320.The orthometric height was determined by differential leveling DC1320.and adjusted by the National Geodetic Survey in February 1993. DC1320.* This is a READJUSTED BENCH MARK height. Code A indicates a DC1320.distribution rate of 0.0 thru 1.0 mm/km. DC1320.The height was derived from older observations constrained to new DC1320.heights in a crustal motion area. The height is approximate in DC1320.relation to other heights in its vicinity. DC1320 DC1320.The geoid height was determined by GEOID03. DC1320 DC1320.The dynamic height is computed by dividing the NAVD 88 DC1320.geopotential number by the normal gravity value computed on the DC1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DC1320.degrees latitude (g = 980.6199 gals.). DC1320 DC1320.The modeled gravity was interpolated from observed gravity values. DC1320 DC1320; North East Units Estimated Accuracy DC1320;SPC CA 6 - 564,770. 1,910,110. MT (+/- 180 meters Scaled) DC1320 DC1320 SUPERSEDED SURVEY CONTROL DC1320 DC1320 NGVD 29 (??/??/92) 3.022 (m) 9.91 (f) ADJ UNCH 1 1 DC1320 DC1320.Superseded values are not recommended for survey control. DC1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC1320.See file dsdata.txt to determine how the superseded data were derived. DC1320 DC1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS804232(NAD 83) DC1320_MARKER: DB = BENCH MARK DISK DC1320_SETTING: 30 = SET IN A LIGHT STRUCTURE DC1320_SP_SET: CATCH BASIN DC1320_STAMPING: G 1313 1978 DC1320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DC1320 DC1320 HISTORY - Date Condition Report By DC1320 HISTORY - 1978 MONUMENTED NGS DC1320 HISTORY - 1990 GOOD USPSQD DC1320 HISTORY - 20050618 GOOD USPSQD DC1320 DC1320 STATION DESCRIPTION DC1320 DC1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 DC1320'2.3 MI NE FROM POINT LOMA. DC1320'2.3 MILES NORTHEAST ALONG ROSECRANS STREET FROM THE POST OFFICE, DC1320'AT THE INTERSECTION OF NORTH EVERGREEN STREET, 4.2 FT. SOUTHEAST DC1320'OF THE SOUTHEAST CURB OF ROSECRANS, 56 FT. SOUTHWEST OF THE DC1320'CENTER LINE OF NORTH EVERGREEN, SET IN THE NORTHEAST CORNER OF THE DC1320'COVER OF A 4 FT. BY 5 FT. CATCH BASIN, 2.8 FT. SOUTHWEST OF THE DC1320'SOUTHWEST CORNER OF A FOUNDATION FOR A TRAFFIC CONTROL BOX, DC1320'11 FT. WEST OF THE WESTERLY OF TWO SQUARE POLES SUPPORTING A DC1320'SIGN FOR EAGLESONS TALL MENS STORE. DC1320 DC1320 STATION RECOVERY (1990) DC1320 DC1320'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBC) DC1320'RECOVERED IN GOOD CONDITION. DC1320 DC1320 STATION RECOVERY (2005) DC1320 DC1320'RECOVERY NOTE BY US POWER SQUADRON 2005 DC1320'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 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- -35.03 (meters) GEOID03 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 GEOID03. 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 (??/??/92) 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 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS DC0894_SP_SET: 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 HISTORY - 20050711 POOR GEOCAC 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 DC0894 DC0894 STATION RECOVERY (2005) DC0894 DC0894'RECOVERY NOTE BY GEOCACHING 2005 (GAM) DC0894'BENCHMARK HAS BEEN PAINTED OVER MAKING IN UNREADABLE. IN LOCATION AS DC0894'DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 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- -35.03 (meters) GEOID03 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 GEOID03. 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 (??/??/92) 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 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS DC0903_SP_SET: 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 HISTORY - 20050711 POOR GEOCAC 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. DC0903 DC0903 STATION RECOVERY (2005) DC0903 DC0903'RECOVERY NOTE BY GEOCACHING 2005 (GAM) DC0903'THIS BENCHMARK WAS LOCATED, BUT IT'S INSCRIPTION IS UNABLE TO BE READ. DC0903'BENCHMARK HAS BEEN PAINTED OVER. ALL BENCHMARKS ON THE HALL WERE DC0903'LOGGED AND IDENTITY ASCERTAINED BY DESCRIPTION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DC1746 *********************************************************************** DC1746 DESIGNATION - HAY CADH 1964 DC1746 PID - DC1746 DC1746 STATE/COUNTY- CA/SAN DIEGO DC1746 USGS QUAD - POINT LOMA (1994) DC1746 DC1746 *CURRENT SURVEY CONTROL DC1746 ___________________________________________________________________ DC1746* NAD 83(1992)- 32 43 29.59845(N) 117 11 40.28814(W) ADJUSTED DC1746* NAVD 88 - 4. (meters) 13. (feet) SCALED DC1746 ___________________________________________________________________ DC1746 EPOCH DATE - 1991.35 DC1746 LAPLACE CORR- 5.42 (seconds) DEFLEC99 DC1746 GEOID HEIGHT- -35.11 (meters) GEOID03 DC1746 DC1746 HORZ ORDER - SECOND DC1746 DC1746.The horizontal coordinates were established by classical geodetic methods DC1746.and adjusted by the National Geodetic Survey in June 1996. DC1746.The horizontal coordinates are valid at the epoch date displayed above. DC1746.The epoch date for horizontal control is a decimal equivalence DC1746.of Year/Month/Day. DC1746 DC1746.The orthometric height was scaled from a topographic map. DC1746 DC1746.The Laplace correction was computed from DEFLEC99 derived deflections. DC1746 DC1746.The geoid height was determined by GEOID03. DC1746 DC1746; North East Units Scale Factor Converg. DC1746;SPC CA 6 - 562,309.631 1,911,458.534 MT 1.00001024 -0 31 08.5 DC1746;SPC CA 6 - 1,844,844.18 6,271,176.87 sFT 1.00001024 -0 31 08.5 DC1746;UTM 11 - 3,620,805.452 481,772.133 MT 0.99960410 -0 06 18.6 DC1746 DC1746! - Elev Factor x Scale Factor = Combined Factor DC1746!SPC CA 6 - 1.00000494 x 1.00001024 = 1.00001518 DC1746!UTM 11 - 1.00000494 x 0.99960410 = 0.99960904 DC1746 DC1746: Primary Azimuth Mark Grid Az DC1746:SPC CA 6 - MILLER 009 08 06.0 DC1746:UTM 11 - MILLER 008 43 16.1 DC1746 DC1746|---------------------------------------------------------------------| DC1746| PID Reference Object Distance Geod. Az | DC1746| dddmmss.s | DC1746| DC1683 MILLER APPROX. 2.6 KM 0083657.5 | DC1746| DC1744 HARBOR ENGR MON 1964 45.577 METERS 35734 | DC1746|---------------------------------------------------------------------| DC1746 DC1746 SUPERSEDED SURVEY CONTROL DC1746 DC1746 NAD 83(1986)- 32 43 29.59403(N) 117 11 40.28799(W) AD(1984.00) 2 DC1746 NAD 27 - 32 43 29.40992(N) 117 11 37.16419(W) AD( ) 2 DC1746 DC1746.Superseded values are not recommended for survey control. DC1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC1746.See file dsdata.txt to determine how the superseded data were derived. DC1746 DC1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS8177220805(NAD 83) DC1746_MARKER: DD = SURVEY DISK DC1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DC1746_SP_SET: SET IN TOP OF CONCRETE MONUMENT DC1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DC1746+STABILITY: SURFACE MOTION DC1746 DC1746 HISTORY - Date Condition Report By DC1746 HISTORY - 1964 MONUMENTED CADH DC1746 HISTORY - 1965 GOOD CADH DC1746 HISTORY - 1977 SEE DESCRIPTION USCG DC1746 HISTORY - 20050618 GOOD USPSQD DC1746 DC1746 STATION DESCRIPTION DC1746 DC1746'DESCRIBED BY CA DIV OF HIGHWAYS 1964 (ADW) DC1746'THE STATION IS ABOUT 1-1/2 MILES NORTHWEST OF DOWNTOWN SAN DC1746'DIEGO. IT IS ON THE SOUTH SIDE OF HARBOR ISLAND, AT THE NORTH DC1746'SIDE OF SAN DIEGO BAY. DC1746' DC1746'FROM THE INTERSECTION OF ROSECRANS STREET AND NORTH HARBOR DC1746'DRIVE, ON THE NORTHWEST SIDE OF SAN DIEGO BAY, PROCEED EAST DC1746'ON NORTH HARBOR DRIVE 1.9 MILES TO A POINT JUST WEST OF THE DC1746'SAN DIEGO BOAT AND SKI CLUB. TURN RIGHT (SOUTH) THROUGH A GATE, DC1746'(KEY TO GATE MUST BE OBTAINED FROM THE HARBOR COMMISSION). DC1746'CONTINUE SOUTH ON A DIRT ROAD 0.15 MILES AND TURN EAST ALONG DC1746'THE SOUTH SIDE OF A SMALL BOAT HARBOR. GO 0.1 MILES AND TURN DC1746'SOUTH FOR 0.05 MILES AND THENCE TURN WEST ALONG THE SOUTH DC1746'SIDE OF THE ISLAND FOR 0.05 MILES TO THE STATION. DC1746' DC1746'THE MONUMENT IS LOCATED ABOUT 18 FEET SOUTH OF THE EDGE OF THE DC1746'ROAD, AND ABOUT 10 FEET NORTH OF THE EDGE OF FILL ON THE SOUTH DC1746'SIDE OF THE ISLAND. IT IS ABOUT 185 FEET EAST OF THE END DC1746'TREE OF A ROW OF PALMS TO THE WEST. THE REFERENCE MONUMENT DC1746'IS NORTH OF THE STATION, ON TOP OF A MOUND. IT IS ABOUT DC1746'THE SAME ELEVATION AS THE STATION. DC1746' DC1746'THE STATION MONUMENT IS A STANDARD DIVISION OF HIGHWAYS 2 INCH DC1746'BRASS DISC SET IN A 10 INCH DIAMETER CONCRETE CYLINDER. AT DC1746'THE PRESENT TIME IT IS ABOUT 1 FOOT BELOW THE SURFACE, BUT DC1746'WHEN THE PROPOSED DEVELOPMENT OF THIS AREA IS COMPLETE IT DC1746'WILL BE ABOUT 1 INCH ABOVE FINISHED GRADE. THE REFERENCE DC1746'MONUMENT IS A 6 INCH SQUARE CONCRETE POST WITH A LEAD PLUG DC1746'AND 3/4 INCH TAG SET BY THE HARBOR COMMISSION ENGINEERS. IT DC1746'PROJECTS 1 INCH ABOVE GROUND. DC1746' DC1746'A 2 WHEEL DRIVE VEHICLE CAN BE DRIVEN TO THE STATION. DC1746 DC1746 STATION RECOVERY (1965) DC1746 DC1746'RECOVERY NOTE BY CA DIV OF HIGHWAYS 1965 (MJC) DC1746'STATION AND REFERENCE MARK IN GOOD CONDITION. DC1746' DC1746'IN DESCRIPTION, DELETE SENTENCE IT IS ABOUT 185 FEET EAST OF DC1746'THE END TREE OF A ROW OF PALMS TO THE WEST. DC1746' DC1746'CONSTRUCTION IS PLANNED FOR THE AREA IN THE NEAR FUTURE, SO DC1746'DESCRIPTION WILL CHANGE. DC1746 DC1746 STATION RECOVERY (1977) DC1746 DC1746'RECOVERY NOTE BY US COAST GUARD 1977 (RLM) DC1746'HAY RESET 1968 USC AND GS, CAL. DIV. OF HWY GOOD DC1746' DC1746'NEW DESCRIPTION STA. IS .2 MI EAST OF SHERDON MOTOR INN DRIVEWAY DC1746'CENTER OF SIDEWALK SOUTH SIDE BETWEEN LIGHT POLES 53 AND 54 ACROSS DC1746'THE STREET DC1746 DC1746 STATION RECOVERY (2005) DC1746 DC1746'RECOVERY NOTE BY US POWER SQUADRON 2005 DC1746'MARKED RESET 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DC1689 *********************************************************************** DC1689 DESIGNATION - MID DC1689 PID - DC1689 DC1689 STATE/COUNTY- CA/SAN DIEGO DC1689 USGS QUAD - POINT LOMA (1994) DC1689 DC1689 *CURRENT SURVEY CONTROL DC1689 ___________________________________________________________________ DC1689* NAD 83(1992)- 32 42 08.82811(N) 117 14 58.59184(W) ADJUSTED DC1689* NAVD 88 - 127.894 (meters) 419.60 (feet) READJUSTED DC1689 ___________________________________________________________________ DC1689 EPOCH DATE - 1991.35 DC1689 LAPLACE CORR- 6.16 (seconds) DEFLEC99 DC1689 GEOID HEIGHT- -35.37 (meters) GEOID03 DC1689 DYNAMIC HT - 127.750 (meters) 419.13 (feet) COMP DC1689 MODELED GRAV- 979,512.5 (mgal) NAVD 88 DC1689 DC1689 HORZ ORDER - SECOND DC1689 VERT ORDER - * READJUSTED, Code A , SEE BELOW DC1689 DC1689.The horizontal coordinates were established by classical geodetic methods DC1689.and adjusted by the National Geodetic Survey in June 1996. DC1689.The horizontal coordinates are valid at the epoch date displayed above. DC1689.The epoch date for horizontal control is a decimal equivalence DC1689.of Year/Month/Day. DC1689 DC1689.The orthometric height was determined by differential leveling DC1689.and adjusted by the National Geodetic Survey in July 2002. DC1689.* This is a READJUSTED BENCH MARK height. Code A indicates a DC1689.distribution rate of 0.0 thru 1.0 mm/km. DC1689.The height was derived from older observations constrained to new DC1689.heights in a crustal motion area. The height is approximate in DC1689.relation to other heights in its vicinity. DC1689 DC1689.The Laplace correction was computed from DEFLEC99 derived deflections. DC1689 DC1689.The geoid height was determined by GEOID03. DC1689 DC1689.The dynamic height is computed by dividing the NAVD 88 DC1689.geopotential number by the normal gravity value computed on the DC1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DC1689.degrees latitude (g = 980.6199 gals.). DC1689 DC1689.The modeled gravity was interpolated from observed gravity values. DC1689 DC1689; North East Units Scale Factor Converg. DC1689;SPC CA 6 - 559,869.694 1,906,271.124 MT 1.00001444 -0 32 57.5 DC1689;SPC CA 6 - 1,836,839.15 6,254,157.85 sFT 1.00001444 -0 32 57.5 DC1689;UTM 11 - 3,618,329.091 476,604.599 MT 0.99960675 -0 08 05.5 DC1689 DC1689! - Elev Factor x Scale Factor = Combined Factor DC1689!SPC CA 6 - 0.99998547 x 1.00001444 = 0.99999991 DC1689!UTM 11 - 0.99998547 x 0.99960675 = 0.99959223 DC1689 DC1689: Primary Azimuth Mark Grid Az DC1689:SPC CA 6 - CEMETERY BLUFF 168 08 48.5 DC1689:UTM 11 - CEMETERY BLUFF 167 43 56.5 DC1689 DC1689|---------------------------------------------------------------------| DC1689| PID Reference Object Distance Geod. Az | DC1689| dddmmss.s | DC1689| CB9169 MID RM 1 12.357 METERS 08012 | DC1689| DC1738 NORTH IS ZUNINGA PT TIDE GUAGE APPROX. 3.5 KM 1365021.8 | DC1689| DC1682 SAN DIEGO CHAN BREAKWATER ROCK APPROX. 4.1 KM 1431627.2 | DC1689| DC1663 BENNINGTON MONUMENT APPROX. 1.5 KM 1604308.1 | DC1689| CB9170 MID RM 2 15.390 METERS 16300 | DC1689| DC1708 CEMETERY BLUFF APPROX. 1.4 KM 1673551.0 | DC1689| CB9171 MID RM 3 8.403 METERS 17927 | DC1689|---------------------------------------------------------------------| DC1689 DC1689 SUPERSEDED SURVEY CONTROL DC1689 DC1689 NAD 83(1986)- 32 42 08.82306(N) 117 14 58.59104(W) AD(1984.00) 2 DC1689 NAD 27 - 32 42 08.64300(N) 117 14 55.46300(W) AD( ) 2 DC1689 DC1689.Superseded values are not recommended for survey control. DC1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC1689.See file dsdata.txt to determine how the superseded data were derived. DC1689 DC1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS7660518329(NAD 83) DC1689_MARKER: DS = TRIANGULATION STATION DISK DC1689_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND DC1689_SP_SET: UNSPECIFIED SHALLOW SETTING (<10 DC1689_STAMPING: MID 1933 DC1689_MARK LOGO: CGS DC1689_MAGNETIC: N = NO MAGNETIC MATERIAL DC1689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DC1689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DC1689+SATELLITE: SATELLITE OBSERVATIONS - February 29, 1996 DC1689 DC1689 HISTORY - Date Condition Report By DC1689 HISTORY - 1933 MONUMENTED CGS DC1689 HISTORY - 1933 SEE DESCRIPTION CGS DC1689 HISTORY - 1956 GOOD CGS DC1689 HISTORY - 1957 GOOD CGS DC1689 HISTORY - 1957 GOOD CGS DC1689 HISTORY - 1959 GOOD CGS DC1689 HISTORY - 1962 GOOD CGS DC1689 HISTORY - 1964 GOOD CGS DC1689 HISTORY - 1969 GOOD CGS DC1689 HISTORY - 1971 GOOD NGS DC1689 HISTORY - 1976 GOOD NGS DC1689 HISTORY - 19960229 GOOD CADT DC1689 HISTORY - 20050618 GOOD USPSQD DC1689 DC1689 STATION DESCRIPTION DC1689 DC1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FM) DC1689'THIS STATION IS NEAR THE OLD STATION MIDDLE LOMA. THE ARMY DC1689'HAS BUILT AN UNDERGROUND PIT OF CONCRETE WITH AN IRON ROOF DC1689'WITH HINGED SHUTTERS OVER IT ON THE KNOLL. DC1689' DC1689'THE STATION IS 4.64 METERS FROM THE NE CORNER OF THE CONCRETE DC1689'WALL OF THE PIT. 1.90 METERS FROM THE NW CORNER. AND 4.03 DC1689'METERS FROM THE SW CORNER. DC1689' DC1689'THE STATION IS MARKED BY A SECTION OF GALVANIZED-IRON PIPE DC1689'ONE INCH IN DIAMETER AND ONE FOOT LONG DRIVEN INTO THE GROUND. DC1689' DC1689'IT IS PROBABLE THAT THE OLD STATION WAS DISTURBED WHEN THE DC1689'EXCAVATION WAS MADE FOR THE PIT. THERE WAS A STAKE WITH A TACK DC1689'DRIVEN IN IT ABOUT IN THE POSITION OF THE OLD STATION. BUT DC1689'IT WAS NOT CONSIDERED SAFE TO USE IT AS THE OLD STATION. DC1689' DC1689'THE KNOLL ON WHICH THE STATION IS LOCATED IS THE FIRST ONE DC1689'S FROM THE SOUTHERN LINE OF THE NAVY RADIO RESERVATION ON POINT DC1689'LOMA. DC1689 DC1689 STATION RECOVERY (1933) DC1689 DC1689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CP) DC1689'STATION IS ON POINT LOMA, ABOUT 0.4 MILE S OF ENTRANCE TO U.S. DC1689'NAVY RADIO STATION, ON PROMINENT BRUSHY KNOLL, SITE OF ARMY GUN DC1689'CONTROL, 78 FEET W OF ROAD ALONG POINT, AND 13 FEET W OF EDGE DC1689'OF GUN MOUNT. DC1689' DC1689'RECOVERED THE SMALL IRON PIPE MARKING THE STATION. THIS PIPE DC1689'WAS REMOVED AND A STANDARD CONCRETE POST TYPE MARK PLACED DIRECTLY DC1689'OVER OLD POINT. SUB-SURFACE MARK, IS A BLOCK OF CONCRETE BELOW DC1689'THE GROUND CONTAINING A STANDARD BRONZE DISK. DC1689' DC1689'TWO NEW REFERENCE MARKS ARE MARKED. DC1689'BY A STANDARD REFERENCE DISK SET IN CONCRETE WERE ESTABLISHED DC1689'FOR BOTH. DC1689' DC1689'TO REACH STATION FROM U.S. NAVY RADIO STATION ON TOP OF POINT DC1689'LOMA TAKE OLD LIGHTHOUSE ROAD S FOR 0.4 MILE, STATION JUST DC1689'W ABOVE ROAD. DC1689 DC1689 STATION RECOVERY (1956) DC1689 DC1689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RCB) DC1689'STATION RECOVERED AS DESCRIBED. THE STATION MARK HAS BEEN DC1689'REINFORCED WITH A SQUARE OF CONCRETE, 2 FT. ON A SIDE, FLUSH DC1689'WITH THE ORIGINAL CONCRETE BLOCK. REFERENCE MARK 2 HAS BEEN DC1689'DISPLACED AND FOUND LYING ON SURFACE OF GROUND. DC1689' DC1689'REACHED FROM THE ENTRANCE (UPPER) TO FORT ROSECRANS BY GOING DC1689'S ON PAVED ROAD FOR 0.4 MI., THENCE RIGHT ON DIRT ROAD FOR DC1689'0.05 MI. TO STATION. DC1689 DC1689 STATION RECOVERY (1957) DC1689 DC1689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RCB) DC1689'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AS DC1689'DESCRIBED BY C.P. IN 1933. REFERENCE MARK 2 HAS BEEN REMOVED. DC1689 DC1689 STATION RECOVERY (1957) DC1689 DC1689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFM) DC1689'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD DC1689'CONDITION. REFERENCE MARK 2 HAS BEEN DESTROYED, THEREFORE DC1689'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME. A DIFFERENCE DC1689'IN DISTANCE TO REFERENCE MARK 1 WAS NOTED, THE CORRECT DISTANCE DC1689'IS GIVEN BELOW. DC1689' DC1689'THE STATION IS LOCATED ON THE N PORTION OF POINT LOMA, AND DC1689'ON ONE OF THE HIGHER POINTS OF POINT LOMA. DC1689' DC1689'TO REACH THE STATION FROM SECURITY POST 1 OF U.S. NAVY ELECTRONIC DC1689'LABORATORY, GO S ON THE PAVED ROAD FOR 0.25 MI. TO THE STATION DC1689'ON TOP OF THE KNOLL TO THE RIGHT. DC1689' DC1689'THE STATION MARK, A STANDARD DISK, STAMPED MID 1933, IS SET IN A DC1689'2-FT. SQUARE BLOCK OF CONCRETE WHICH IS FLUSH WITH THE GROUND. DC1689'IT IS ABOUT 78 FT. W OF THE ROAD, AND 6 FT. W OF THE W EDGE DC1689'OF A LOW, CONCRETE DOME. DC1689' DC1689'REFERENCE MARK 1, A STANDARD DISK, STAMPED MID NO 1 1933, DC1689'IS SET IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH PROJECTS 2 IN. DC1689'ABOVE THE GROUND. IT IS ABOUT 6 FT. LOWER THAN THE STATION. DC1689' DC1689'REFERENCE MARK 3, A STANDARD DISK, STAMPED MID NO 3 1933, IS DC1689'SET IN THE SW CORNER OF A CONCRETE SLAB FOR GUN MOUNT. DC1689 DC1689 STATION RECOVERY (1959) DC1689 DC1689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FG) DC1689'THE STATION MARK AND REFERENCE MARKS 1 AND 3 WERE RECOVERED DC1689'AS DESCRIBED BY W.F.M. 1957 AND FOUND TO BE IN GOOD CONDITION. DC1689 DC1689 STATION RECOVERY (1962) DC1689 DC1689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN) DC1689'THE STATION AND REFERENCE MARKS 1 AND 3 WERE RECOVERED AS DC1689'DESCRIBED BY W.F.M. IN 1957. DC1689 DC1689 STATION RECOVERY (1964) DC1689 DC1689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAW) DC1689'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 3, WERE DC1689'RECOVERED AS DESCRIBED BY R.C.B. IN 1957, IN GOOD CONDITION. DC1689' DC1689'THE DESCRIPTION IS ADEQUATE FOR REACHING THE STATION. DC1689 DC1689 STATION RECOVERY (1969) DC1689 DC1689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (REM) DC1689'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 3 WERE DC1689'RECOVERED IN GOOD CONDITION AS DESCRIBED BY R.C.B. IN 1957. DC1689 DC1689 STATION RECOVERY (1971) DC1689 DC1689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RFL) DC1689'THE STATION AND REFERENCE MARKS 1 AND 3 WERE RECOVERED AS DC1689'DESCRIBED BY WFM IN 1957. DC1689' DC1689'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WITHIN DC1689'SAN DIEGO CITY LIMITS (POINT LOMA). DC1689 DC1689 STATION RECOVERY (1976) DC1689 DC1689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JPR) DC1689'THE STATION WAS RECOVERED AS DESCRIBED IN 1957. IN ADDITION, A DC1689'DISABLED JET FIGHTER PLANE IS NOW PARKED ON PART OF THE CONCRETE DC1689'PIT TALKED ABOUT IN THE 1921 DESCRIPTION. DC1689 DC1689 STATION RECOVERY (1996) DC1689 DC1689'RECOVERY NOTE BY CALTRANS 1996 (ATD) DC1689'RECOVERED AS DESCRIBED. DC1689 DC1689 STATION RECOVERY (2005) DC1689 DC1689'RECOVERY NOTE BY US POWER SQUADRON 2005 DC1689'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DC0522 *********************************************************************** DC0522 DESIGNATION - O 61 RESET 1927 DC0522 PID - DC0522 DC0522 STATE/COUNTY- CA/SAN DIEGO DC0522 USGS QUAD - EL CAJON (1975) DC0522 DC0522 *CURRENT SURVEY CONTROL DC0522 ___________________________________________________________________ DC0522* NAD 83(1986)- 32 47 12. (N) 116 58 29. (W) SCALED DC0522* NAVD 88 - 144.20 (+/-2cm) 473.1 (feet) VERTCON DC0522 ___________________________________________________________________ DC0522 GEOID HEIGHT- -33.76 (meters) GEOID03 DC0522 DC0522 VERT ORDER - FIRST CLASS II (See Below) DC0522 DC0522.The horizontal coordinates were scaled from a topographic map and have DC0522.an estimated accuracy of +/- 6 seconds. DC0522 DC0522.The NAVD 88 height was computed by applying the VERTCON shift value to DC0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DC0522.The vertical order pertains to the NGVD 29 superseded value. DC0522 DC0522.The geoid height was determined by GEOID03. DC0522 DC0522; North East Units Estimated Accuracy DC0522;SPC CA 6 - 569,000. 1,932,110. MT (+/- 180 meters Scaled) DC0522 DC0522 SUPERSEDED SURVEY CONTROL DC0522 DC0522 NGVD 29 (??/??/??) 143.557 (m) 470.99 (f) ADJUSTED 1 2 DC0522 DC0522.Superseded values are not recommended for survey control. DC0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC0522.See file dsdata.txt to determine how the superseded data were derived. DC0522 DC0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS023276(NAD 83) DC0522_MARKER: DB = BENCH MARK DISK DC0522_SETTING: 30 = SET IN A LIGHT STRUCTURE DC0522_SP_SET: CURB DC0522_STAMPING: O 61 1927 DC0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DC0522 DC0522 HISTORY - Date Condition Report By DC0522 HISTORY - 1927 MONUMENTED CGS DC0522 HISTORY - 1955 GOOD NGS DC0522 HISTORY - 20050711 POOR GEOCAC DC0522 DC0522 STATION DESCRIPTION DC0522 DC0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 DC0522'AT EL CAJON. DC0522'AT EL CAJON, 0.9 MILE SOUTHWEST ALONG EL CAJON BOULEVARD (U.S. DC0522'HIGHWAY 80) FROM THE POST OFFICE, AT THE INTERSECTION OF DC0522'WASHINGTON AVENUE LEADING EAST AND MARSHALL STREET LEADING NORTH, DC0522'IN THE TOP OF THE CONCRETE CURB ON THE SOUTHWEST SIDE OF THE DC0522'BOULEVARD, 72 FEET SOUTHWEST OF THE CENTER LINE OF THE AVENUE, DC0522'5 FEET NORTH OF TELEPHONE POLE 527644-H, AND ABOUT LEVEL WITH DC0522'THE BOULEVARD. NOTE-- THE DISK FORMERLY MARKING O 61 WAS SET DC0522'IN THE LOCATION DESCRIBED ABOVE BY AN UNKNOWN PARTY PRIOR TO DC0522'OCTOBER 1937. DC0522 DC0522 STATION RECOVERY (2005) DC0522 DC0522'RECOVERY NOTE BY GEOCACHING 2005 (GAM) DC0522'BENCHMARK LOCATED. PLACEMENT OF BENCHMARK IS IN HIGH PEDESTRIAN DC0522'TRAFFIC AREA, RESULTED IN ALL INSCRIPTIONS ON BENCHMARK HAVING BEEN DC0522'WORN DOWN. BENCHMARK IS UNREADABLE. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DC0521 *********************************************************************** DC0521 DESIGNATION - P 61 DC0521 PID - DC0521 DC0521 STATE/COUNTY- CA/SAN DIEGO DC0521 USGS QUAD - EL CAJON (1975) DC0521 DC0521 *CURRENT SURVEY CONTROL DC0521 ___________________________________________________________________ DC0521* NAD 83(1986)- 32 47 39. (N) 116 57 44. (W) SCALED DC0521* NAVD 88 - 133.27 (+/-2cm) 437.2 (feet) VERTCON DC0521 ___________________________________________________________________ DC0521 GEOID HEIGHT- -33.67 (meters) GEOID03 DC0521 DC0521 VERT ORDER - FIRST CLASS II (See Below) DC0521 DC0521.The horizontal coordinates were scaled from a topographic map and have DC0521.an estimated accuracy of +/- 6 seconds. DC0521 DC0521.The NAVD 88 height was computed by applying the VERTCON shift value to DC0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DC0521.The vertical order pertains to the NGVD 29 superseded value. DC0521 DC0521.The geoid height was determined by GEOID03. DC0521 DC0521; North East Units Estimated Accuracy DC0521;SPC CA 6 - 569,820. 1,933,290. MT (+/- 180 meters Scaled) DC0521 DC0521 SUPERSEDED SURVEY CONTROL DC0521 DC0521 NGVD 29 (??/??/??) 132.641 (m) 435.17 (f) ADJUSTED 1 2 DC0521 DC0521.Superseded values are not recommended for survey control. DC0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC0521.See file dsdata.txt to determine how the superseded data were derived. DC0521 DC0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS035284(NAD 83) DC0521_MARKER: DB = BENCH MARK DISK DC0521_SETTING: 36 = SET IN A MASSIVE STRUCTURE DC0521_SP_SET: CONCRETE COLUMN DC0521_STAMPING: P 61 1927 DC0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DC0521 DC0521 HISTORY - Date Condition Report By DC0521 HISTORY - 1927 MONUMENTED CGS DC0521 HISTORY - 1955 GOOD NGS DC0521 HISTORY - 20050711 POOR GEOCAC DC0521 DC0521 STATION DESCRIPTION DC0521 DC0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 DC0521'AT EL CAJON. DC0521'AT EL CAJON, 1 BLOCK NORTH OF THE POST OFFICE, AT THE SOUTHWEST DC0521'CORNER OF THE INTERSECTION OF MAIN AND MAGNOLIA STREETS, AT THE DC0521'HARDIN BUILDING, SET VERTICALLY IN THE NORTH FACE OF A CONCRETE DC0521'COLUMN AT THE NORTHEAST CORNER, 2.0 FEET SOUTH OF THE SOUTH CURB DC0521'OF MAIN STREET, AND 2.0 FEET ABOVE THE GROUND. DC0521 DC0521 STATION RECOVERY (2005) DC0521 DC0521'RECOVERY NOTE BY GEOCACHING 2005 (GAM) DC0521'BUILDING NO LONGER EXISTS, DESTROYED CIRCA 2000. NO EVEIDENCE OF DC0521'FOUNDATIONS REMAINING. ALTERNATIVE SURVEY CROSS CARVED INTO CONCRETE DC0521'WHERE CORNER OF BUILDING WOULD ALIGN. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DC0832 *********************************************************************** DC0832 DESIGNATION - P 722 DC0832 PID - DC0832 DC0832 STATE/COUNTY- CA/SAN DIEGO DC0832 USGS QUAD - POINT LOMA (1994) DC0832 DC0832 *CURRENT SURVEY CONTROL DC0832 ___________________________________________________________________ DC0832* NAD 83(1986)- 32 43 42. (N) 117 12 49. (W) SCALED DC0832* NAVD 88 - 7.953 (meters) 26.09 (feet) READJUSTED DC0832 ___________________________________________________________________ DC0832 GEOID HEIGHT- -35.17 (meters) GEOID03 DC0832 DYNAMIC HT - 7.940 (meters) 26.05 (feet) COMP DC0832 MODELED GRAV- 979,528.2 (mgal) NAVD 88 DC0832 DC0832 VERT ORDER - * READJUSTED, Code A , SEE BELOW DC0832 DC0832.The horizontal coordinates were scaled from a topographic map and have DC0832.an estimated accuracy of +/- 6 seconds. DC0832 DC0832.The orthometric height was determined by differential leveling DC0832.and adjusted by the National Geodetic Survey in July 2002. DC0832.* This is a READJUSTED BENCH MARK height. Code A indicates a DC0832.distribution rate of 0.0 thru 1.0 mm/km. DC0832.The height was derived from older observations constrained to new DC0832.heights in a crustal motion area. The height is approximate in DC0832.relation to other heights in its vicinity. DC0832 DC0832.The geoid height was determined by GEOID03. DC0832 DC0832.The dynamic height is computed by dividing the NAVD 88 DC0832.geopotential number by the normal gravity value computed on the DC0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DC0832.degrees latitude (g = 980.6199 gals.). DC0832 DC0832.The modeled gravity was interpolated from observed gravity values. DC0832 DC0832; North East Units Estimated Accuracy DC0832;SPC CA 6 - 562,710. 1,909,670. MT (+/- 180 meters Scaled) DC0832 DC0832 SUPERSEDED SURVEY CONTROL DC0832 DC0832 NAVD 88 (02/01/93) 7.948 (m) 26.08 (f) UNKNOWN 1 1 DC0832 NGVD 29 (??/??/92) 7.309 (m) 23.98 (f) ADJ UNCH 1 1 DC0832 DC0832.Superseded values are not recommended for survey control. DC0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC0832.See file dsdata.txt to determine how the superseded data were derived. DC0832 DC0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS799211(NAD 83) DC0832_MARKER: DB = BENCH MARK DISK DC0832_SETTING: 36 = SET IN A MASSIVE STRUCTURE DC0832_SP_SET: BRIDGE CURB DC0832_STAMPING: P 722 1944 DC0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DC0832 DC0832 HISTORY - Date Condition Report By DC0832 HISTORY - 1944 MONUMENTED CGS DC0832 HISTORY - 1955 GOOD NGS DC0832 HISTORY - 1970 GOOD CA-073 DC0832 HISTORY - 1978 GOOD NGS DC0832 HISTORY - 1990 GOOD USPSQD DC0832 HISTORY - 20050618 GOOD USPSQD DC0832 DC0832 STATION DESCRIPTION DC0832 DC0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 DC0832'1.3 MI E FROM POINT LOMA. DC0832'0.4 MILE NORTHEAST ALONG ROSECRANS STREET FROM THE POST OFFICE DC0832'AT POINT LOMA, THENCE 0.9 MILE EAST ALONG HARBOR DRIVE, IN TOP DC0832'OF THE EAST END OF THE SOUTH CONCRETE CURB OF CONCRETE BRIDGE DC0832'57C15 OVER A CHANNEL OF SAN DIEGO HARBOR, 14.4 FEET SOUTH OF DC0832'THE CENTER LINE OF THE SOUTH TRAFFIC LANES OF THE DRIVE, 5.4 DC0832'FEET NORTHEAST OF THE EAST END OF THE SOUTH CONCRETE AND WOOD DC0832'GUARD RAIL OF THE BRIDGE, AND ABOUT 1 FOOT HIGHER THAN THE DRIVE. DC0832 DC0832 STATION RECOVERY (1970) DC0832 DC0832'RECOVERY NOTE BY SAN DIEGO COUNTY CALIFORNIA 1970 DC0832'RECOVERED IN GOOD CONDITION. DC0832 DC0832 STATION RECOVERY (1978) DC0832 DC0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 DC0832'RECOVERED IN GOOD CONDITION. DC0832 DC0832 STATION RECOVERY (1990) DC0832 DC0832'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBC) DC0832'RECOVERED IN GOOD CONDITION. DC0832 DC0832 STATION RECOVERY (2005) DC0832 DC0832'RECOVERY NOTE BY US POWER SQUADRON 2005 DC0832'MARKED RESET 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 AH2404 *********************************************************************** AH2404 DESIGNATION - PLS 4 AH2404 PID - AH2404 AH2404 STATE/COUNTY- CA/SAN DIEGO AH2404 USGS QUAD - POINT LOMA (1994) AH2404 AH2404 *CURRENT SURVEY CONTROL AH2404 ___________________________________________________________________ AH2404* NAD 83(1986)- 32 42 42. (N) 117 14 34. (W) SCALED AH2404* NAVD 88 - 93.388 (meters) 306.39 (feet) READJUSTED AH2404 ___________________________________________________________________ AH2404 GEOID HEIGHT- -35.32 (meters) GEOID03 AH2404 DYNAMIC HT - 93.280 (meters) 306.04 (feet) COMP AH2404 MODELED GRAV- 979,534.0 (mgal) NAVD 88 AH2404 AH2404 VERT ORDER - * READJUSTED, Code A , SEE BELOW AH2404 AH2404.The horizontal coordinates were scaled from a topographic map and have AH2404.an estimated accuracy of +/- 6 seconds. AH2404 AH2404.The orthometric height was determined by differential leveling AH2404.and adjusted by the National Geodetic Survey in July 2002. AH2404.* This is a READJUSTED BENCH MARK height. Code A indicates a AH2404.distribution rate of 0.0 thru 1.0 mm/km. AH2404.The height was derived from older observations constrained to new AH2404.heights in a crustal motion area. The height is approximate in AH2404.relation to other heights in its vicinity. AH2404 AH2404.The geoid height was determined by GEOID03. AH2404 AH2404.The dynamic height is computed by dividing the NAVD 88 AH2404.geopotential number by the normal gravity value computed on the AH2404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH2404.degrees latitude (g = 980.6199 gals.). AH2404 AH2404.The modeled gravity was interpolated from observed gravity values. AH2404 AH2404; North East Units Estimated Accuracy AH2404;SPC CA 6 - 560,890. 1,906,920. MT (+/- 180 meters Scaled) AH2404 AH2404 SUPERSEDED SURVEY CONTROL AH2404 AH2404.No superseded survey control is available for this station. AH2404 AH2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS772193(NAD 83) AH2404_MARKER: DD = SURVEY DISK AH2404_SETTING: 36 = SET IN A MASSIVE STRUCTURE AH2404_SP_SET: WATER VALVES BASE AH2404_STAMPING: PLS 4 1996 AH2404_MARK LOGO: CADT AH2404_MAGNETIC: N = NO MAGNETIC MATERIAL AH2404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH2404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AH2404+SATELLITE: SATELLITE OBSERVATIONS - 1996 AH2404 AH2404 HISTORY - Date Condition Report By AH2404 HISTORY - 1996 MONUMENTED CADT AH2404 HISTORY - 20050618 GOOD USPSQD AH2404 AH2404 STATION DESCRIPTION AH2404 AH2404'DESCRIBED BY CALTRANS 1996 (ATD) AH2404'THE STATION IS LOCATED 4.7 MI (7.6 KM) WEST OF DOWNTOWN SAN DIEGO, 9.2 AH2404'MI (14.8 KM) SOUTH OF LA JOLLA, ON POINT LOMA, ON STATE RTE 209, WHICH AH2404'IS CATALINA BLVD., IN FRONT OF THE RESIDENCE AT 522 CATALINA BLVD. TO AH2404'REACH FROM THE INTERCHANGE OF STATE ROUTE 163 AND INTERSTATE 8 IN SAN AH2404'DIEGO, GO WESTBOUND 2.1 MI (3.4 KM) ON I-8 TO THE ROSECRANS ST, STATE AH2404'ROUTE 209, OFF RAMP. CONTINUE STRAIGHT AHEAD, SOUTHWEST, ON ROSECRANS AH2404'FOR 3.6 MI (5.8 KM) TO THE INTERSECTION OF CANON ST. TURN RIGHT, AH2404'NORTHWEST, ON CANON ST, STATE ROUTE 209, AND GO NORTHWEST THEN AH2404'SOUTHWEST FOR 1.3 MI (2.1 KM) TO THE Y INTERSECTION WITH CATALINA AH2404'BLVD. BEAR LEFT, SOUTH, ON CATALINA FOR 0.35 MI (0.56 KM) TO THE AH2404'INTERSECTION OF DUPONT LN. TURN RIGHT THEN IMMEDIATLY LEFT ALONG AN AH2404'ACCESS RD THAT PARALLELS CATALINA SOUTH FOR 0.1 MI (0.2 KM) TO THE AH2404'STATION ON THE RIGHT, WEST. THE STATION MARK IS A 2 1/4 IN BRASS DISK AH2404'EPOXIED IN A DRILL HOLE IN THE TOP NORTHWEST CORNER OF A 15 FT (4.6 M) AH2404'LONG CONCRETE DRAINAGE STRUCTURE IN THE WEST CURB LINE OF THE ACCESS AH2404'ROAD, 560 FT (170.7 M) SOUTH OF THE CENTER OF DUPONT ST., 300 FT (91.4 AH2404'M) NORTH OF THE CENTER OF GARDEN LANE HEADING WEST, LEVEL WITH THE TOP AH2404'OF THE CURB. AH2404 AH2404 STATION RECOVERY (2005) AH2404 AH2404'RECOVERY NOTE BY US POWER SQUADRON 2005 AH2404'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DC1694 *********************************************************************** DC1694 DESIGNATION - POINT LOMA FORT ROSECRANS TANK DC1694 PID - DC1694 DC1694 STATE/COUNTY- CA/SAN DIEGO DC1694 USGS QUAD - POINT LOMA (1994) DC1694 DC1694 *CURRENT SURVEY CONTROL DC1694 ___________________________________________________________________ DC1694* NAD 83(1992)- 32 42 22.18738(N) 117 14 49.62881(W) ADJUSTED DC1694* NAVD 88 - DC1694 ___________________________________________________________________ DC1694 EPOCH DATE - 1991.35 DC1694 LAPLACE CORR- 5.99 (seconds) DEFLEC99 DC1694 GEOID HEIGHT- -35.35 (meters) GEOID03 DC1694 DC1694 HORZ ORDER - THIRD DC1694 DC1694.The horizontal coordinates were established by classical geodetic methods DC1694.and adjusted by the National Geodetic Survey in June 1996. DC1694.The horizontal coordinates are valid at the epoch date displayed above. DC1694.The epoch date for horizontal control is a decimal equivalence DC1694.of Year/Month/Day. DC1694 DC1694 DC1694.The Laplace correction was computed from DEFLEC99 derived deflections. DC1694 DC1694.The geoid height was determined by GEOID03. DC1694 DC1694; North East Units Scale Factor Converg. DC1694;SPC CA 6 - 560,278.983 1,906,508.503 MT 1.00001374 -0 32 52.6 DC1694;SPC CA 6 - 1,838,181.96 6,254,936.65 sFT 1.00001374 -0 32 52.6 DC1694;UTM 11 - 3,618,739.919 476,838.916 MT 0.99960661 -0 08 00.7 DC1694 DC1694 SUPERSEDED SURVEY CONTROL DC1694 DC1694 NAD 83(1986)- 32 42 22.18238(N) 117 14 49.62808(W) AD(1984.00) 4 DC1694 NAD 27 - 32 42 22.00200(N) 117 14 46.49900(W) AD( ) 3 DC1694 DC1694.Superseded values are not recommended for survey control. DC1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC1694.See file dsdata.txt to determine how the superseded data were derived. DC1694 DC1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS7683918740(NAD 83) DC1694_MARKER: 53 = ELEVATED TANK DC1694 DC1694 HISTORY - Date Condition Report By DC1694 HISTORY - 1956 FIRST OBSERVED CGS DC1694 HISTORY - 1962 GOOD CGS DC1694 HISTORY - 20050618 MARK NOT FOUND USPSQD DC1694 DC1694 STATION DESCRIPTION DC1694 DC1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RCB) DC1694'THIS INTERSECTION STATION IS LOCATED ON THE SUMMIT OF THE DC1694'POINT LOMA RIDGE AT THE U.S. NAVAL ELECTRONICS LABORATORY. DC1694' DC1694'THIS TANK EVIDENTLY REPLACED THAT WHICH WAS PREVIOUSLY REFERRED DC1694'TO AS SLIM TANK ON THE TRIANGULATION DIAGRAM OF THE AREA. DC1694' DC1694'PRESENT TANK IS A STEEL FOUR-TRUSS TANK, APPROXIMATELY 125 DC1694'FT. HIGH, PAINTED RED-AND-WHITE IN A CHECKERED PATTERN, AND DC1694'IS OBSTRUCTION LIGHTED AT FINIAL WITH TWIN LIGHTS. DC1694' DC1694'THIS IS AN INTERSECTION STATION. DC1694 DC1694 STATION RECOVERY (1962) DC1694 DC1694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN) DC1694'THE STATION WAS RECOVERED AS DESCRIBED BY R.C.B. IN 1956. DC1694 DC1694 STATION RECOVERY (2005) DC1694 DC1694'RECOVERY NOTE BY US POWER SQUADRON 2005 DC1694'NO RED CHECKED TANK VISIBLE, FOUND BLUE TANK CLOSE BY DIFFERENT DC1694'LAT/LONG 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DC0515 *********************************************************************** DC0515 DESIGNATION - Q 61 DC0515 PID - DC0515 DC0515 STATE/COUNTY- CA/SAN DIEGO DC0515 USGS QUAD - EL CAJON (1975) DC0515 DC0515 *CURRENT SURVEY CONTROL DC0515 ___________________________________________________________________ DC0515* NAD 83(1986)- 32 48 59. (N) 116 57 44. (W) SCALED DC0515* NAVD 88 - 122.97 (+/-2cm) 403.4 (feet) VERTCON DC0515 ___________________________________________________________________ DC0515 GEOID HEIGHT- -33.61 (meters) GEOID03 DC0515 DC0515 VERT ORDER - FIRST CLASS II (See Below) DC0515 DC0515.The horizontal coordinates were scaled from a topographic map and have DC0515.an estimated accuracy of +/- 6 seconds. DC0515 DC0515.The NAVD 88 height was computed by applying the VERTCON shift value to DC0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DC0515.The vertical order pertains to the NGVD 29 superseded value. DC0515 DC0515.The geoid height was determined by GEOID03. DC0515 DC0515; North East Units Estimated Accuracy DC0515;SPC CA 6 - 572,280. 1,933,300. MT (+/- 180 meters Scaled) DC0515 DC0515 SUPERSEDED SURVEY CONTROL DC0515 DC0515 NGVD 29 (??/??/??) 122.342 (m) 401.38 (f) ADJUSTED 1 2 DC0515 DC0515.Superseded values are not recommended for survey control. DC0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC0515.See file dsdata.txt to determine how the superseded data were derived. DC0515 DC0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNS035309(NAD 83) DC0515_MARKER: DB = BENCH MARK DISK DC0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DC0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT DC0515_STAMPING: Q 61 1927 DC0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DC0515+STABILITY: SURFACE MOTION DC0515 DC0515 HISTORY - Date Condition Report By DC0515 HISTORY - 1927 MONUMENTED CGS DC0515 HISTORY - 1955 GOOD NGS DC0515 HISTORY - 20050711 POOR GEOCAC DC0515 DC0515 STATION DESCRIPTION DC0515 DC0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 DC0515'1.5 MI N FROM EL CAJON. DC0515'1.5 MILES NORTH ALONG STATE HIGHWAY 67 FROM THE POST OFFICE AT DC0515'EL CAJON, AT THE INTERSECTION OF CYPRESS LANE LEADING WEST AND DC0515'A DRIVEWAY LEADING EAST TO A HOUSE, 32.0 FEET EAST OF THE CENTER DC0515'LINE OF THE HIGHWAY, 15 1/2 FEET SOUTH OF THE CENTER LINE OF DC0515'THE DRIVEWAY, 16 1/2 FEET NORTHWEST OF A FENCE CORNER POST, 9 1/2 DC0515'FEET EAST OF TELEPHONE POLE 448195-H, ABOUT LEVEL WITH THE DC0515'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT DC0515'ABOVE THE GROUND. DC0515 DC0515 STATION RECOVERY (2005) DC0515 DC0515'RECOVERY NOTE BY GEOCACHING 2005 (GAM) DC0515'ORIGINAL LOCATION IS ON THE SHOULDER PRIOR TO WIDENING OF THE ROAD. DC0515'APPOXIMATE LOCATION SHOULD PLACE IT IN CAR PARK AREA. INSPECTION MADE DC0515'ON BOTH E AND W SIDE OF 67 WITHOUT SUCCESS. TELEPHONE POLES IN THE DC0515'AREA ARE NOT NUMBERED CLOSE TO NOMINATED POLE. ALIGNMENT FROM NEXT DC0515'BENCHMARK N CONFIRMS BENCHMARK WOULD HAVE BEEN DESTROYED WHEN ROAD DC0515'WIDENED. CHECK MADE OF NEARBY PRIVATE PROPERTY. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DC1655 *********************************************************************** DC1655 DESIGNATION - RADIO 1921 DC1655 PID - DC1655 DC1655 STATE/COUNTY- CA/SAN DIEGO DC1655 USGS QUAD - IMPERIAL BEACH (1975) DC1655 DC1655 *CURRENT SURVEY CONTROL DC1655 ___________________________________________________________________ DC1655* NAD 83(1992)- 32 35 13.56158(N) 117 07 55.76269(W) ADJUSTED DC1655* NAVD 88 - 4. (meters) 13. (feet) SCALED DC1655 ___________________________________________________________________ DC1655 EPOCH DATE - 1991.35 DC1655 LAPLACE CORR- 6.30 (seconds) DEFLEC99 DC1655 GEOID HEIGHT- -35.31 (meters) GEOID03 DC1655 DC1655 HORZ ORDER - SECOND DC1655 DC1655.The horizontal coordinates were established by classical geodetic methods DC1655.and adjusted by the National Geodetic Survey in June 1996. DC1655.The horizontal coordinates are valid at the epoch date displayed above. DC1655.The epoch date for horizontal control is a decimal equivalence DC1655.of Year/Month/Day. DC1655 DC1655.The orthometric height was scaled from a topographic map. DC1655 DC1655.The Laplace correction was computed from DEFLEC99 derived deflections. DC1655 DC1655.The geoid height was determined by GEOID03. DC1655 DC1655; North East Units Scale Factor Converg. DC1655;SPC CA 6 - 546,978.134 1,917,175.613 MT 1.00003845 -0 29 05.1 DC1655;SPC CA 6 - 1,794,544.09 6,289,933.66 sFT 1.00003845 -0 29 05.1 DC1655;UTM 11 - 3,605,522.076 487,597.322 MT 0.99960190 -0 04 16.2 DC1655 DC1655! - Elev Factor x Scale Factor = Combined Factor DC1655!SPC CA 6 - 1.00000497 x 1.00003845 = 1.00004342 DC1655!UTM 11 - 1.00000497 x 0.99960190 = 0.99960687 DC1655 DC1655 SUPERSEDED SURVEY CONTROL DC1655 DC1655 NAD 83(1986)- 32 35 13.55721(N) 117 07 55.76005(W) AD(1984.00) 2 DC1655 NAD 27 - 32 35 13.35684(N) 117 07 52.65225(W) AD( ) 2 DC1655 DC1655.Superseded values are not recommended for survey control. DC1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC1655.See file dsdata.txt to determine how the superseded data were derived. DC1655 DC1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS8759705522(NAD 83) DC1655_MARKER: Z = SEE DESCRIPTION DC1655_SETTING: 0 = UNSPECIFIED SETTING DC1655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DC1655 DC1655 HISTORY - Date Condition Report By DC1655 HISTORY - 1921 MONUMENTED CGS DC1655 HISTORY - 1933 GOOD CGS DC1655 HISTORY - 1954 MARK NOT FOUND CGS DC1655 HISTORY - 1963 SEE DESCRIPTION CGS DC1655 HISTORY - 20050107 MARK NOT FOUND GEOCAC DC1655 HISTORY - 20050711 POOR GEOCAC DC1655 DC1655 STATION DESCRIPTION DC1655 DC1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (FM) DC1655'THIS STATION WAS LOCATED ON THE PLATFORM SURMOUNTING THE DC1655'ROOF OF THE NAVY RADIO COMPASS STATION AT IMPERIAL BEACH AND DC1655'WAS CENTERED DIRECTLY ABOVE THE CENTER OF THE SHAFT OF THE DC1655'COMPASS INSTRUMENT. A TACK DRIVEN IN THE FLOOR OF THE PLATFORM DC1655'MARKS THE CENTER OF THE STATION. THE CENTER MARK WAS CARRIED DC1655'UP TO THE PLATFORM INSTRUMENTALLY, BY SETTING UP THE THEODOLITE DC1655'S AND W FROM THE COMPASS HOUSE AND SIGHTING ON THE UPRIGHT DC1655'SHAFT OF THE RADIO INSTRUMENT, THROUGH THE WINDOWS. DC1655 DC1655 STATION RECOVERY (1933) DC1655 DC1655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CP) DC1655'STATION IS ON THE FLOOR OF THE PLATFORM SURMOUNTING THE DC1655'RADIO COMPASS SHACK, OF THE U.S. NAVY RADIO COMPASS STATION DC1655'AT IMPERIAL BEACH. THE TACK IN FLOOR OF PLATFORM RECOVERED DC1655'AND TIES INTO THE SCHEME BY MEASURED DISTANCE AND DIRECTION RADIO DC1655'2. DC1655 DC1655 STATION RECOVERY (1954) DC1655 DC1655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAG) DC1655'STATION WAS VISITED BUT WAS NOT OCCUPIED. THE TACK, MENTIONED DC1655'IN THE PREVIOUS DESCRIPTION, WAS NOT FOUND. THE STRUCTURE WAS DC1655'FOUND TO BE IN GOOD CONDITION. THE BUILDING WAS USED AS A DC1655'HYDROGRAPHIC SIGNAL. THE ORIGINAL DESCRIPTION IS ADEQUATE. DC1655 DC1655 STATION RECOVERY (1963) DC1655 DC1655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN) DC1655'THE STATION HAS BEEN DESTROYED. THE RADIO COMPASS BUILDING HAS DC1655'BEEN DISMANTLED. DC1655 DC1655 STATION RECOVERY (2005) DC1655 DC1655'RECOVERY NOTE BY GEOCACHING 2005 (GAM) DC1655'PROPERTY IS NOW OWNED BY THE YMCA AND TRADES AS A SURF CAMP. BUILDING DC1655'AND STRUCTURE NO LONGER EXIST. THERE IS A CALIFORNIA STATE LANDS DC1655'COMMISSION BENCHMARK EMBEDDED IN A RAISED CONCRETE HOUSING ADJACENT TO DC1655'THE TOILET FACILITY. BENCHMARK READS 'RADIO 3 RM2 1959'. DC1655 DC1655 STATION RECOVERY (2005) DC1655 DC1655'RECOVERY NOTE BY GEOCACHING 2005 (GAM) DC1655'PROPERTY IS NOW OWNED BY THE YMCA AND TRADES AS A SURF CAMP. BUILDING DC1655'AND STRUCTURE NO LONGER EXIST. THERE IS A CALIFORNIA STATE LANDS DC1655'COMMISSION BENCHMARK EMBEDDED IN A RAISED CONCRETE HOUSING ADJACENT TO DC1655'THE TOILET FACILITY WHERE BENCHMARK SHOULD BE. BENCHMARK READS RADIO 3 DC1655'RM2 1959. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DC1654 *********************************************************************** DC1654 DESIGNATION - RADIO 2 1933 DC1654 PID - DC1654 DC1654 STATE/COUNTY- CA/SAN DIEGO DC1654 USGS QUAD - IMPERIAL BEACH (1975) DC1654 DC1654 *CURRENT SURVEY CONTROL DC1654 ___________________________________________________________________ DC1654* NAD 83(1992)- 32 35 13.56255(N) 117 07 55.76371(W) ADJUSTED DC1654* NAVD 88 - 4. (meters) 13. (feet) SCALED DC1654 ___________________________________________________________________ DC1654 EPOCH DATE - 1991.35 DC1654 LAPLACE CORR- 6.30 (seconds) DEFLEC99 DC1654 GEOID HEIGHT- -35.31 (meters) GEOID03 DC1654 DC1654 HORZ ORDER - SECOND DC1654 DC1654.The horizontal coordinates were established by classical geodetic methods DC1654.and adjusted by the National Geodetic Survey in June 1996. DC1654.The horizontal coordinates are valid at the epoch date displayed above. DC1654.The epoch date for horizontal control is a decimal equivalence DC1654.of Year/Month/Day. DC1654 DC1654.The orthometric height was scaled from a topographic map. DC1654 DC1654.The Laplace correction was computed from DEFLEC99 derived deflections. DC1654 DC1654.The geoid height was determined by GEOID03. DC1654 DC1654; North East Units Scale Factor Converg. DC1654;SPC CA 6 - 546,978.164 1,917,175.587 MT 1.00003845 -0 29 05.1 DC1654;SPC CA 6 - 1,794,544.19 6,289,933.57 sFT 1.00003845 -0 29 05.1 DC1654;UTM 11 - 3,605,522.106 487,597.296 MT 0.99960190 -0 04 16.2 DC1654 DC1654! - Elev Factor x Scale Factor = Combined Factor DC1654!SPC CA 6 - 1.00000497 x 1.00003845 = 1.00004342 DC1654!UTM 11 - 1.00000497 x 0.99960190 = 0.99960687 DC1654 DC1654: Primary Azimuth Mark Grid Az DC1654:SPC CA 6 - DUNE 2 357 43 13.2 DC1654:UTM 11 - DUNE 2 357 18 24.3 DC1654 DC1654|---------------------------------------------------------------------| DC1654| PID Reference Object Distance Geod. Az | DC1654| dddmmss.s | DC1654| DC1573 CHULA VISTA WATER TANK APPROX. 8.0 KM 0560727.4 | DC1654| DC1655 RADIO 1921 0.040 METERS 13819 | DC1654| DC1653 DUNE 2 APPROX. 3.0 KM 3571408.1 | DC1654|---------------------------------------------------------------------| DC1654 DC1654 SUPERSEDED SURVEY CONTROL DC1654 DC1654 NAD 83(1986)- 32 35 13.55818(N) 117 07 55.76107(W) AD(1984.00) 2 DC1654 NAD 27 - 32 35 13.35781(N) 117 07 52.65328(W) AD( ) 2 DC1654 DC1654.Superseded values are not recommended for survey control. DC1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC1654.See file dsdata.txt to determine how the superseded data were derived. DC1654 DC1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS8759705522(NAD 83) DC1654_MARKER: Z = SEE DESCRIPTION DC1654_SETTING: 0 = UNSPECIFIED SETTING DC1654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DC1654 DC1654 HISTORY - Date Condition Report By DC1654 HISTORY - 1933 MONUMENTED CGS DC1654 HISTORY - 1957 MARK NOT FOUND CGS DC1654 HISTORY - 1963 SEE DESCRIPTION CGS DC1654 HISTORY - 20050107 MARK NOT FOUND GEOCAC DC1654 HISTORY - 20050711 POOR GEOCAC DC1654 DC1654 STATION DESCRIPTION DC1654 DC1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CP) DC1654'STATION IS ON TOP OF THE U.S. NAVAL RADIO COMPASS STATION HOUSE DC1654'AT IMPERIAL BEACH, ABOUT THE CENTER OF THE SMALL PLATFORM DC1654'SURMOUNTING THE ROOF OF THIS STRUCTURE. A POINT ARBITRARILY DC1654'SELECTED WAS USED AND MARKED TEMPORARILY BY INK SPOT ON STRIP OF DC1654'ADHESIVE TAPE. STATION RADIO (1921), MARKED BY A TACK IN DC1654'FLOOR OF PLATFORM, RECOVERED AFTER USING THIS STATION AND DC1654'TIED IN BY MEASURED DISTANCE AND DIRECTION. DC1654 DC1654 STATION RECOVERY (1957) DC1654 DC1654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RCB) DC1654'THE BUILDING HAS BEEN REMODELED AND THE POINT IS ASSUMED LOST. DC1654 DC1654 STATION RECOVERY (1963) DC1654 DC1654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN) DC1654'THE STATION HAS BEEN DESTROYED. THE RADIO COMPASS BUILDING DC1654'HAS BEEN DISMANTLED. DC1654 DC1654 STATION RECOVERY (2005) DC1654 DC1654'RECOVERY NOTE BY GEOCACHING 2005 (GAM) DC1654'PROPERTY IS NOW OWNED BY THE YMCA AND TRADES AS A SURF CAMP. BUILDING DC1654'AND STRUCTURE NO LONGER EXIST. THERE IS A CALIFORNIA STATE LANDS DC1654'COMMISSION BENCHMARK EMBEDDED IN A RAISED CONCRETE HOUSING ADJACENT TO DC1654'THE TOILET FACILITY. BENCHMARK READS 'RADIO 3 RM2 1959'. DC1654 DC1654 STATION RECOVERY (2005) DC1654 DC1654'RECOVERY NOTE BY GEOCACHING 2005 (GAM) DC1654'PROPERTY IS NOW OWNED BY THE YMCA AND TRADES AS A SURF CAMP. BUILDING DC1654'AND STRUCTURE NO LONGER EXIST. THERE IS A CALIFORNIA STATE LANDS DC1654'COMMISSION BENCHMARK EMBEDDED IN A RAISED CONCRETE HOUSING ADJACENT TO DC1654'THE TOILET FACILITY WHERE BENCHMARK SHOULD BE. BENCHMARK READS RADIO 3 DC1654'RM2 1959. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DC1676 *********************************************************************** DC1676 DESIGNATION - SHELTER ISLAND LIGHT DC1676 PID - DC1676 DC1676 STATE/COUNTY- CA/SAN DIEGO DC1676 USGS QUAD - POINT LOMA (1994) DC1676 DC1676 *CURRENT SURVEY CONTROL DC1676 ___________________________________________________________________ DC1676* NAD 83(1992)- 32 42 55.32344(N) 117 13 22.21069(W) ADJUSTED DC1676* NAVD 88 - DC1676 ___________________________________________________________________ DC1676 EPOCH DATE - 1991.35 DC1676 LAPLACE CORR- 4.72 (seconds) DEFLEC99 DC1676 GEOID HEIGHT- -35.24 (meters) GEOID03 DC1676 DC1676 HORZ ORDER - THIRD DC1676 DC1676.The horizontal coordinates were established by classical geodetic methods DC1676.and adjusted by the National Geodetic Survey in June 1996. DC1676.The horizontal coordinates are valid at the epoch date displayed above. DC1676.The epoch date for horizontal control is a decimal equivalence DC1676.of Year/Month/Day. DC1676 DC1676 DC1676.The Laplace correction was computed from DEFLEC99 derived deflections. DC1676 DC1676.The geoid height was determined by GEOID03. DC1676 DC1676; North East Units Scale Factor Converg. DC1676;SPC CA 6 - 561,278.211 1,908,794.756 MT 1.00001201 -0 32 04.5 DC1676;SPC CA 6 - 1,841,460.26 6,262,437.46 sFT 1.00001201 -0 32 04.5 DC1676;UTM 11 - 3,619,755.239 479,116.957 MT 0.99960538 -0 07 13.6 DC1676 DC1676 SUPERSEDED SURVEY CONTROL DC1676 DC1676 NAD 83(1986)- 32 42 55.31876(N) 117 13 22.21023(W) AD(1984.00) 4 DC1676 NAD 27 - 32 42 55.13700(N) 117 13 19.08300(W) AD( ) 3 DC1676 DC1676.Superseded values are not recommended for survey control. DC1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC1676.See file dsdata.txt to determine how the superseded data were derived. DC1676 DC1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS7911719755(NAD 83) DC1676_MARKER: 14 = NAVIGATION LIGHT DC1676 DC1676 HISTORY - Date Condition Report By DC1676 HISTORY - 1963 FIRST OBSERVED CGS DC1676 HISTORY - 1975 GOOD NGS DC1676 HISTORY - 1989 GOOD USPSQD DC1676 HISTORY - 19970524 GOOD USPSQD DC1676 HISTORY - 20050618 GOOD USPSQD DC1676 DC1676 STATION DESCRIPTION DC1676 DC1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FN) DC1676'LOCATED ON THE NORTHWEST SHORE OF SAN DIEGO BAY, ON THE DC1676'SOUTHEAST SHORE OF SHELTER ISLAND ABOUT 300 FEET SOUTHEAST OF DC1676'A CONCRETE, SMALL BOAT LAUNCHING RAMP, AT THE NORTHEAST DC1676'END OF THE SMALL BOULDER JETTY THAT PROTECTS THE LAUNCHING DC1676'RAMP AND BOAT BASIN. DC1676' DC1676'THE STATION IS THE FINIAL OF A FLASHING GREEN LIGHT ATOP A 7-INCH DC1676'PIPE, ABOUT 10 FEET HIGH. THE PIPE IS SET IN A 4 FOOT SQUARE DC1676'CONCRETE BASE. DC1676 DC1676 STATION RECOVERY (1975) DC1676 DC1676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (MHF) DC1676'THE LIGHT WAS RECOVERED AS DESCRIBED IN GOOD CONDITION. DC1676 DC1676 STATION RECOVERY (1989) DC1676 DC1676'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBC) DC1676'RECOVERED IN GOOD CONDITION. DC1676 DC1676 STATION RECOVERY (1997) DC1676 DC1676'RECOVERY NOTE BY US POWER SQUADRON 1997 DC1676'RECOVERED IN GOOD CONDITION. DC1676 DC1676 STATION RECOVERY (2005) DC1676 DC1676'RECOVERY NOTE BY US POWER SQUADRON 2005 DC1676'STATION APPEARS TO BE WHITE LIGHT SET 10 FT 0 INCH HIGH ON 5INCH DIA DC1676'PIPE WITH GREEN + WHITE DAYMARKS 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DC1490 *********************************************************************** DC1490 DESIGNATION - STOCKTON DC1490 PID - DC1490 DC1490 STATE/COUNTY- CA/SAN DIEGO DC1490 USGS QUAD - LA JOLLA (1975) DC1490 DC1490 *CURRENT SURVEY CONTROL DC1490 ___________________________________________________________________ DC1490* NAD 83(1992)- 32 45 25.61661(N) 117 11 38.81822(W) ADJUSTED DC1490* NAVD 88 - 51. (meters) 167. (feet) SCALED DC1490 ___________________________________________________________________ DC1490 EPOCH DATE - 1991.35 DC1490 LAPLACE CORR- 6.36 (seconds) DEFLEC99 DC1490 GEOID HEIGHT- -34.99 (meters) GEOID03 DC1490 DC1490 HORZ ORDER - SECOND DC1490 DC1490.The horizontal coordinates were established by classical geodetic methods DC1490.and adjusted by the National Geodetic Survey in June 1996. DC1490.The horizontal coordinates are valid at the epoch date displayed above. DC1490.The epoch date for horizontal control is a decimal equivalence DC1490.of Year/Month/Day. DC1490 DC1490.The orthometric height was scaled from a topographic map. DC1490 DC1490.The Laplace correction was computed from DEFLEC99 derived deflections. DC1490 DC1490.The geoid height was determined by GEOID03. DC1490 DC1490; North East Units Scale Factor Converg. DC1490;SPC CA 6 - 565,883.163 1,911,529.171 MT 1.00000447 -0 31 07.7 DC1490;SPC CA 6 - 1,856,568.34 6,271,408.62 sFT 1.00000447 -0 31 07.7 DC1490;UTM 11 - 3,624,377.960 481,816.940 MT 0.99960408 -0 06 18.1 DC1490 DC1490! - Elev Factor x Scale Factor = Combined Factor DC1490!SPC CA 6 - 0.99999754 x 1.00000447 = 1.00000201 DC1490!UTM 11 - 0.99999754 x 0.99960408 = 0.99960162 DC1490 DC1490: Primary Azimuth Mark Grid Az DC1490:SPC CA 6 - COASTER 287 59 44.0 DC1490:UTM 11 - COASTER 287 34 54.4 DC1490 DC1490|---------------------------------------------------------------------| DC1490| PID Reference Object Distance Geod. Az | DC1490| dddmmss.s | DC1490| DC1493 SAN DIEGO UNIV TOWER CROSS APPROX. 1.7 KM 0112838.9 | DC1490| DC1491 SAN DIEGO J SERRA MUSEUM TWR 299.760 METERS 01152 | DC1490| DC1745 SAN DIEGO USN TRAINING STA FP APPROX. 2.3 KM 2214726.7 | DC1490| DC1743 POINT LOMA HIGH SCHOOL CHIM APPROX. 3.5 KM 2365548.7 | DC1490| DC1839 MISSION BAY SOUTH JETTY LIGHT APPROX. 6.1 KM 2684847.9 | DC1490| DC1846 MISSION BAY NORTH JETTY LIGHT APPROX. 6.2 KM 2711944.0 | DC1490| DC1021 COASTER APPROX. 5.3 KM 2872836.3 | DC1490| CC1125 STOCKTON RM 2 30613 | DC1490| CC1127 STOCKTON RM 4 15.970 METERS 30733 | DC1490| CC1124 STOCKTON RM 1 33351 | DC1490| CC1126 STOCKTON RM 3 8.725 METERS 34117 | DC1490|---------------------------------------------------------------------| DC1490 DC1490 SUPERSEDED SURVEY CONTROL DC1490 DC1490 NAD 83(1986)- 32 45 25.61228(N) 117 11 38.81864(W) AD(1984.00) 2 DC1490 NAD 27 - 32 45 25.43100(N) 117 11 35.69100(W) AD( ) 2 DC1490 DC1490.Superseded values are not recommended for survey control. DC1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC1490.See file dsdata.txt to determine how the superseded data were derived. DC1490 DC1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS8181724378(NAD 83) DC1490_MARKER: DD = SURVEY DISK DC1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DC1490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DC1490+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2002 DC1490 DC1490 HISTORY - Date Condition Report By DC1490 HISTORY - 1933 MONUMENTED CGS DC1490 HISTORY - 1956 GOOD CGS DC1490 HISTORY - 1961 GOOD CGS DC1490 HISTORY - 1962 GOOD CGS DC1490 HISTORY - 1963 GOOD CGS DC1490 HISTORY - 1964 GOOD CGS DC1490 HISTORY - 1970 GOOD NGS DC1490 HISTORY - 20020709 GOOD NGS DC1490 HISTORY - 20050618 GOOD USPSQD DC1490 DC1490 STATION DESCRIPTION DC1490 DC1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CP) DC1490'IN THE CITY PARK, THE SITE OF OLD FORT STOCKTON, ABOUT 250 YARDS DC1490'S OF TOWER OF MARSTONS MUSEUM, ON THE HIGH PART OF THE HILL, 100 DC1490'FEET W OF PRESIDIO DRIVE, 29 FEET SE OF FLAGPOLE, AND 15 FEET DC1490'W OF HIGHEST POINT OF THIS EMINENCE. DC1490' DC1490'SURFACE, UNDERGROUND, AND REFERENCE MARK NO. 1 ARE STANDARD DC1490'BRONZE DISKS SET IN CONCRETE. DC1490'REFERENCE MARK NO. 2 IS A SUPPORT BOLT ON THE OLD DC1490'CANNON, AT THE SE CORNER OF CANNON PLATFORM SUPPORT. REFERENCE DC1490'MARK NO. 1 IS IN CONCRETE BASE OF FLAGPOLE. DC1490' DC1490'A 6-FOOT OBSERVING STAND ERECTED HERE. DC1490 DC1490 STATION RECOVERY (1956) DC1490 DC1490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RCB) DC1490'STATION MARK RECOVERED AND IN GOOD CONDITION. BOTH REFERENCE DC1490'MARKS HAVE BEEN DESTROYED, THE BOLT ON CANNON HAS BEEN REMOVED, DC1490'AND A NEW FLAGPOLE BASE REPLACES THE ONE IN WHICH REFERENCE MARK DC1490'1 WAS ORIGINALLY PLACED. DC1490' DC1490'STATION SITE IS IN WHAT IS NOW CALLED PRESIDIO PARK, IMMEDIATELY DC1490'NE OF OLD TOWN. THE STATION IS 9.08 M. (29.79 FT.) SW OF THE DC1490'CENTER OF THE STEEL FLAGPOLE, AND 53 FT. (APPROX.) S OF CANNON. DC1490 DC1490 STATION RECOVERY (1961) DC1490 DC1490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (EBB) DC1490'MR. ROBERT JUSTICE OF THE STATE HIGHWAY ENGINEERS REPORTS THIS DC1490'STATION IN GOOD CONDITION AS DESCRIBED BUT IS UNDER HEAVY GROWTH. DC1490 DC1490 STATION RECOVERY (1962) DC1490 DC1490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN) DC1490'THE STATION WAS RECOVERED IN GOOD CONDITION. DC1490' DC1490'IT IS LOCATED IN THE NORTH SECTION OF THE CITY OF SAN DIEGO, IN THE DC1490'OLD TOWN DISTRICT, WITHIN THE GROUNDS OF THE PRESIDIO PARK, DC1490'ATOP A HILL ABOUT 300 YARDS SOUTH OF THE JUNIPERO SERRA MUSEUM, AT DC1490'THE SITE OF OLD FORT STOCKTON. DC1490' DC1490'THE STATION IS A STANDARD DISK STAMPED STOCKTON 1933 SET IN THE DC1490'TOP OF AN 11-INCH CONCRETE MONUMENT PROJECTING 4 INCHES. IT DC1490'IS ABOUT 29 FEET SOUTH-SOUTHEAST OF A LARGE, STEEL FLAGPOLE DC1490'AND 53 FEET SOUTHEAST OF AN ANCIENT BRONZE CANNON. TWO NEW DC1490'REFERENCE MARKS WERE ESTABLISHED AT THIS TIME. DC1490' DC1490'REFERENCE MARK 3 IS A STANDARD DISK STAMPED STOCKTON NO 3 1933 DC1490'SET FLUSH IN THE TOP OF THE SQUARE CONCRETE BASE OF THE LARGE DC1490'FLAGPOLE AND 2 FEET EAST OF THE POLE. DC1490' DC1490'REFERENCE MARK 4 IS THE TOP OF THE LETTER I OF THE WORD MANILA DC1490'STAMPED ABOVE THE BROOCH OF THE ANCIENT BRONZE CANNON, 5.8 FEET DC1490'BACK OF THE MUZZLE AND 0.025 FEET FROM THE TOUCHHOLE. DC1490 DC1490 STATION RECOVERY (1963) DC1490 DC1490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN) DC1490'RECOVERED IN GOOD CONDITION AS DESCRIBED BY F.N. IN 1962 DC1490'EXCEPT REFERENCE MARK 4 IS 0.25 FEET FORWARD OF THE CENTER OF DC1490'THE TOUCHHOLE OF THE OLD CANNON, INSTEAD OF 0.025 FEET AS DC1490'PREVIOUSLY DESCRIBED. DC1490 DC1490 STATION RECOVERY (1964) DC1490 DC1490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAW) DC1490'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. DC1490 DC1490 STATION RECOVERY (1970) DC1490 DC1490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RBM) DC1490'THE STATION AND REFERENCE MARKS 3 AND 4 WERE RECOVERED AS DESCRIBED DC1490'IN 1962 EXCEPT REFERENCE MARK 4, THE TOP OF THE LETTER I OF THE DC1490'WORD MANILA STAMPED ABOVE THE BREECH OF AN ANCIENT BRONZE CANNON IS DC1490'0.25 FEET FORWARD OF THE TOUCHHOLE INSTEAD ON 0.025 FEET AS DC1490'PREVIOUSLY DESCRIBED. THE VIEW FROM THE STATION IS RATHER DC1490'LIMITED DUE TO THE SURROUNDING TREES AND SHRUBBERY. DC1490' DC1490'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN DC1490'AT SAN DIEGO. DC1490 DC1490 STATION RECOVERY (2002) DC1490 DC1490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSC) DC1490'NOT SUITABLE FOR GPS. DC1490 DC1490 STATION RECOVERY (2005) DC1490 DC1490'RECOVERY NOTE BY US POWER SQUADRON 2005 DC1490'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DC1700 *********************************************************************** DC1700 DESIGNATION - VENICE DC1700 PID - DC1700 DC1700 STATE/COUNTY- CA/SAN DIEGO DC1700 USGS QUAD - POINT LOMA (1994) DC1700 DC1700 *CURRENT SURVEY CONTROL DC1700 ___________________________________________________________________ DC1700* NAD 83(1992)- 32 44 22.49097(N) 117 14 20.18712(W) ADJUSTED DC1700* NAVD 88 - 73. (meters) 240. (feet) SCALED DC1700 ___________________________________________________________________ DC1700 EPOCH DATE - 1991.35 DC1700 LAPLACE CORR- 5.74 (seconds) DEFLEC99 DC1700 GEOID HEIGHT- -35.23 (meters) GEOID03 DC1700 DC1700 HORZ ORDER - SECOND DC1700 DC1700.The horizontal coordinates were established by classical geodetic methods DC1700.and adjusted by the National Geodetic Survey in June 1996. DC1700.The horizontal coordinates are valid at the epoch date displayed above. DC1700.The epoch date for horizontal control is a decimal equivalence DC1700.of Year/Month/Day. DC1700 DC1700.The orthometric height was scaled from a topographic map. DC1700 DC1700.The Laplace correction was computed from DEFLEC99 derived deflections. DC1700 DC1700.The geoid height was determined by GEOID03. DC1700 DC1700; North East Units Scale Factor Converg. DC1700;SPC CA 6 - 563,977.556 1,907,310.436 MT 1.00000757 -0 32 36.4 DC1700;SPC CA 6 - 1,850,316.36 6,257,567.66 sFT 1.00000757 -0 32 36.4 DC1700;UTM 11 - 3,622,442.696 477,613.771 MT 0.99960618 -0 07 45.2 DC1700 DC1700! - Elev Factor x Scale Factor = Combined Factor DC1700!SPC CA 6 - 0.99999413 x 1.00000757 = 1.00000170 DC1700!UTM 11 - 0.99999413 x 0.99960618 = 0.99960031 DC1700 DC1700: Primary Azimuth Mark Grid Az DC1700:SPC CA 6 - COASTER 346 24 00.3 DC1700:UTM 11 - COASTER 345 59 09.1 DC1700 DC1700|---------------------------------------------------------------------| DC1700| PID Reference Object Distance Geod. Az | DC1700| dddmmss.s | DC1700| DC1477 SAN DIEGO NW LIMITS WATER TANK APPROX.10.6 KM 0492342.3 | DC1700| DC1491 SAN DIEGO J SERRA MUSEUM TWR APPROX. 4.8 KM 0621710.3 | DC1700| DC1487 SAN DIEGO PUMPING STA 1 TANK APPROX. 9.9 KM 0803032.0 | DC1700| DC1743 POINT LOMA HIGH SCHOOL CHIM APPROX. 1.3 KM 0881841.2 | DC1700| DC1692 BALBOA PARK HIGHEST TOWER APPROX. 8.2 KM 0960944.3 | DC1700| CC1177 VENICE RM 1 11423 | DC1700| DC1695 POINT LOMA EAST RADIO MAST APPROX. 3.7 KM 1913557.3 | DC1700| CC1178 VENICE RM 2 21.360 METERS 21315 | DC1700| DC1021 COASTER APPROX. 3.7 KM 3455123.9 | DC1700|---------------------------------------------------------------------| DC1700 DC1700 SUPERSEDED SURVEY CONTROL DC1700 DC1700 NAD 83(1986)- 32 44 22.48608(N) 117 14 20.18707(W) AD(1984.00) 2 DC1700 NAD 27 - 32 44 22.30600(N) 117 14 17.05500(W) AD( ) 2 DC1700 DC1700.Superseded values are not recommended for survey control. DC1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC1700.See file dsdata.txt to determine how the superseded data were derived. DC1700 DC1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS7761422443(NAD 83) DC1700_MARKER: DD = SURVEY DISK DC1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DC1700 DC1700 HISTORY - Date Condition Report By DC1700 HISTORY - 1933 MONUMENTED CGS DC1700 HISTORY - 1952 GOOD CGS DC1700 HISTORY - 1957 GOOD CGS DC1700 HISTORY - 1962 GOOD CGS DC1700 HISTORY - 1966 GOOD CGS DC1700 HISTORY - 1973 GOOD NGS DC1700 HISTORY - 1977 GOOD NGS DC1700 HISTORY - 20050618 GOOD USPSQD DC1700 DC1700 STATION DESCRIPTION DC1700 DC1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CP) DC1700'ON THE HIGH LAND ABOUT 1.0 MILE SE OF OCEAN BEACH, NOW IN DC1700'PROCESS OF HOME DEVELOPMENT, AT THE NE INTERSECTION OF DC1700'VENICE STREET AND NEWPORT AVENUE, 9 METERS N OF N CURB OF DC1700'NEWPORT AVENUE AND 5.4 METERS W OF W CURB OF VENICE STREET, DC1700'THE ONLY LOCATION WHERE POINT LOMA LIGHTHOUSE (OLD) IS VISIBLE DC1700'IN THIS VICINITY. DC1700' DC1700'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DC1700'DISKS SET IN CONCRETE. DC1700'BOTH REFERENCE MARK TABLETS SET IN DRILL HOLES IN STREET DC1700'CURBS. DC1700' DC1700'TO REACH STATION FROM ENTRANCE TO NAVAL TRAINING STATION DC1700'TAKE LYTTON STREET W FOR 0.2 MILE, TURN LEFT ON TO CHATSWORTH DC1700'BOULEVARD AND GO 1.5 MILES, TURN RIGHT ON TO NARRANGANSETT DC1700'AVENUE AND GO 0.4 MILE UPHILL, TURN RIGHT ON TO VENICE STREET DC1700'AND GO 0.1 MILE TO STATION. DC1700 DC1700 STATION RECOVERY (1952) DC1700 DC1700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GBG) DC1700'DESCRIPTION IS ADEQUATE, MARK IS UNDER A JUNIPER BUSH. DC1700 DC1700 STATION RECOVERY (1957) DC1700 DC1700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RCB) DC1700'THE STATION AND REFERENCE MARK 2 WERE RECOVERED. REFERENCE DC1700'MARK 1 HAS BEEN DESTROYED. THE STATION MARK IS UNDER A DENSE DC1700'GROWTH OF JUNIPER IN A LAWN. DC1700 DC1700 STATION RECOVERY (1962) DC1700 DC1700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN) DC1700'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION. DC1700'IT IS LOCATED IN THE PACIFIC BEACH SECTION OF THE CITY OF DC1700'SAN DIEGO IN THE YARD OF HOUSE WITH THE ADDRESS 4306 NEWPORT DC1700'AVENUE. DC1700' DC1700'THE STATION IS A STANDARD DISK, STAMPED VENICE 1933, SET IN DC1700'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS DC1700'6 INCHES. IT IS 29.9 FEET NORTH OF NORTH CURB OF NEWPORT DC1700'AVENUE, 17.3 FEET WEST OF WEST CURB OF VENICE STREET, AND DC1700'UNDER A JUNIPER BUSH. DC1700' DC1700'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED VENICE NO. 2 DC1700'1933, SET IN THE TOP OF SOUTH CURB OF NEWPORT AVENUE. IT DC1700'IS 17.7 FEET WEST OF WEST EDGE OF VENICE STREET. DC1700 DC1700 STATION RECOVERY (1966) DC1700 DC1700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (MLG) DC1700'THE STATION AND R.M. 2 WERE RECOVERED IN GOOD CONDITION DC1700'AS DESCRIBED IN THE 1962 RECOVERY NOTE. DC1700 DC1700 STATION RECOVERY (1973) DC1700 DC1700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (DLS) DC1700'RECOVERED AS DESCRIBED IN GOOD CONDITION. DC1700' DC1700'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SAN DIEGO DC1700 DC1700 STATION RECOVERY (1977) DC1700 DC1700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JWB) DC1700'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. RM 2 DC1700'WAS NOT SEARCHED FOR. DC1700' DC1700'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN DC1700'1 MILE SE OF OCEAN BEACH. DC1700 DC1700 STATION RECOVERY (2005) DC1700 DC1700'RECOVERY NOTE BY US POWER SQUADRON 2005 DC1700'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DC0853 *********************************************************************** DC0853 DESIGNATION - VV 735 DC0853 PID - DC0853 DC0853 STATE/COUNTY- CA/SAN DIEGO DC0853 USGS QUAD - POINT LOMA (1994) DC0853 DC0853 *CURRENT SURVEY CONTROL DC0853 ___________________________________________________________________ DC0853* NAD 83(1986)- 32 44 34. (N) 117 11 12. (W) SCALED DC0853* NAVD 88 - 7.284 (meters) 23.90 (feet) ADJUSTED DC0853 ___________________________________________________________________ DC0853 GEOID HEIGHT- -35.01 (meters) GEOID03 DC0853 DYNAMIC HT - 7.276 (meters) 23.87 (feet) COMP DC0853 MODELED GRAV- 979,521.8 (mgal) NAVD 88 DC0853 DC0853 VERT ORDER - FIRST CLASS II DC0853 DC0853.The horizontal coordinates were scaled from a topographic map and have DC0853.an estimated accuracy of +/- 6 seconds. DC0853 DC0853.The orthometric height was determined by differential leveling DC0853.and adjusted by the National Geodetic Survey in June 1991. DC0853 DC0853.The geoid height was determined by GEOID03. DC0853 DC0853.The dynamic height is computed by dividing the NAVD 88 DC0853.geopotential number by the normal gravity value computed on the DC0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DC0853.degrees latitude (g = 980.6199 gals.). DC0853 DC0853.The modeled gravity was interpolated from observed gravity values. DC0853 DC0853; North East Units Estimated Accuracy DC0853;SPC CA 6 - 564,290. 1,912,210. MT (+/- 180 meters Scaled) DC0853 DC0853 SUPERSEDED SURVEY CONTROL DC0853 DC0853 NGVD 29 (??/??/??) 6.662 (m) 21.86 (f) ADJUSTED 1 2 DC0853 DC0853.Superseded values are not recommended for survey control. DC0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DC0853.See file dsdata.txt to determine how the superseded data were derived. DC0853 DC0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS825227(NAD 83) DC0853_MARKER: DB = BENCH MARK DISK DC0853_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DC0853_SP_SET: RETAINING WALL DC0853_STAMPING: VV 735 1944 DC0853_MARK LOGO: CGS DC0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DC0853+STABILITY: SURFACE MOTION DC0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DC0853+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005 DC0853 DC0853 HISTORY - Date Condition Report By DC0853 HISTORY - 1944 MONUMENTED CGS DC0853 HISTORY - 1955 GOOD NGS DC0853 HISTORY - 1973 GOOD DOD DC0853 HISTORY - 1987 GOOD NGS DC0853 HISTORY - 20050618 GOOD USPSQD DC0853 DC0853 STATION DESCRIPTION DC0853 DC0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 DC0853'AT SAN DIEGO. DC0853'AT SAN DIEGO, 2.4 MILES NORTHWEST ALONG THE ATCHISON TOPEKA DC0853'AND SANTA FE RAILWAY FROM THE UNION STATION, AT NOEL STREET DC0853'CROSSING, IN THE TOP OF A CONCRETE RETAINING WALL, 47 FEET SOUTHEAST DC0853'OF THE CENTER LINE OF THE STREET, 17 1/2 FEET NORTHEAST OF POWER DC0853'LINE POLE 1899, 5.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE DC0853'SOUTHWEST TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK. DC0853 DC0853 STATION RECOVERY (1973) DC0853 DC0853'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1973 DC0853'RECOVERED IN GOOD CONDITION. DC0853 DC0853 STATION RECOVERY (1987) DC0853 DC0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 DC0853'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. 3.9 KM (2.40 DC0853'MI) NORTH ALONG PACIFIC HIGHWAY FROM THE JUNCTION OF HARBOR DRIVE IN DC0853'SAN DIEGO, THENCE 0.2 KM (0.10 MI) NORTHWEST ALONG PACIFIC HIGHWAY DC0853'FRONTAGE ROAD, THENCE 0.1 KM (0.05 MI) NORTHEAST ALONG NOELL STREET, DC0853'ALSO 1.15 KM (0.70 MI) SOUTHWEST OF OLD TOWN, ALONG THE SOUTHWEST DC0853'SIDE OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD, IN TOP OF AN 0.3 M DC0853'(1.0 FT) TALL RETAINING WALL, 14.2 M (46.6 FT) SOUTHEAST OF THE DC0853'STREET CENTERLINE, 5.6 M (18.4 FT) NORTHEAST OF A POWER POLE, 3.8 M DC0853'(12.5 FT) SOUTHEAST OF THE NORTHWEST END OF THE WALL, 1.8 M (5.9 FT) DC0853'SOUTHWEST OF THE SOUTHWESTMOST RAIL. DC0853'THE MARK IS ABOVE LEVEL WITH THE STREET. DC0853 DC0853 STATION RECOVERY (2005) DC0853 DC0853'RECOVERY NOTE BY US POWER SQUADRON 2005 DC0853'RECOVERED IN GOOD CONDITION.