1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HT3038 *********************************************************************** HT3038 DESIGNATION - FAIRWAY HT3038 PID - HT3038 HT3038 STATE/COUNTY- CA/SAN FRANCISCO HT3038 USGS QUAD - SAN FRANCISCO NORTH (1995) HT3038 HT3038 *CURRENT SURVEY CONTROL HT3038 ___________________________________________________________________ HT3038* NAD 83(1992)- 37 47 40.88048(N) 122 27 55.74285(W) ADJUSTED HT3038* NAVD 88 - 112.8 (meters) 370. (feet) VERTCON HT3038 ___________________________________________________________________ HT3038 EPOCH DATE - 1991.35 HT3038 LAPLACE CORR- 3.19 (seconds) DEFLEC99 HT3038 GEOID HEIGHT- -32.47 (meters) GEOID99 HT3038 HT3038 HORZ ORDER - SECOND HT3038 HT3038.The horizontal coordinates were established by classical geodetic methods HT3038.and adjusted by the National Geodetic Survey in March 1994. HT3038.The horizontal coordinates are valid at the epoch date displayed above. HT3038.The epoch date for horizontal control is a decimal equivalence HT3038.of Year/Month/Day. HT3038 HT3038.The NAVD 88 height was computed by applying the VERTCON shift value to HT3038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT3038 HT3038.The Laplace correction was computed from DEFLEC99 derived deflections. HT3038 HT3038.The geoid height was determined by GEOID99. HT3038 HT3038; North East Units Scale Converg. HT3038;SPC CA 3 - 645,503.574 1,826,911.447 MT 0.99992947 -1 12 12.0 HT3038;SPC CA 3 - 2,117,789.64 5,993,791.97 sFT 0.99992947 -1 12 12.0 HT3038;UTM 10 - 4,183,170.265 547,059.771 MT 0.99962728 +0 19 39.3 HT3038 HT3038: Primary Azimuth Mark Grid Az HT3038:SPC CA 3 - LINCOLN 246 41 58.0 HT3038:UTM 10 - LINCOLN 245 10 06.7 HT3038 HT3038|---------------------------------------------------------------------| HT3038| PID Reference Object Distance Geod. Az | HT3038| dddmmss.s | HT3038| DB2218 FAIRWAY RM 1 27.980 METERS 02746 | HT3038| HT3074 SAN FRANCISCO YACHT CLUB BCN APPROX. 2.4 KM 0530856.6 | HT3038| HT3020 LINCOLN APPROX. 3.3 KM 2452946.0 | HT3038| HT2260 FAIRWAY RM 2 27153 | HT3038|---------------------------------------------------------------------| HT3038 HT3038 SUPERSEDED SURVEY CONTROL HT3038 HT3038 NAD 83(1986)- 37 47 40.87772(N) 122 27 55.73737(W) AD(1984.00) 2 HT3038 NAD 27 - 37 47 41.12500(N) 122 27 51.83300(W) AD( ) 2 HT3038 NGVD 29 - 112.0 (m) 367. (f) VERT ANG HT3038 HT3038.Superseded values are not recommended for survey control. HT3038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT3038.See file dsdata.txt to determine how the superseded data were derived. HT3038 HT3038_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION HT3038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HT3038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HT3038+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002 HT3038 HT3038 HISTORY - Date Condition Report By HT3038 HISTORY - 1932 MONUMENTED CGS HT3038 HISTORY - 1936 SEE DESCRIPTION CGS HT3038 HISTORY - 1944 SEE DESCRIPTION CGS HT3038 HISTORY - 1948 SEE DESCRIPTION CGS HT3038 HISTORY - 1952 SEE DESCRIPTION CGS HT3038 HISTORY - 1958 SEE DESCRIPTION CGS HT3038 HISTORY - 1964 SEE DESCRIPTION CGS HT3038 HISTORY - 20021007 GOOD INDIV HT3038 HT3038 STATION DESCRIPTION HT3038 HT3038'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (JB) HT3038'STATION IS ON HIGHEST HILL IN THE PRESIDIO, SAN FRANCISCO, ABOUT HT3038'80 METERS (262 FEET) WNW OF RESERVOIR, 30 METERS (98 FEET) S HT3038'OF TREE LINE, AND JUST S OF ROAD. TO REACH FROM ENTRANCE TO HT3038'THE PRESIDIO AT FOURTEENTH AVENUE AND LAKE STREET, FOLLOW HT3038'ROAD ALONG NORTHERLY EDGE OF THE PRESIDIO GOLF COURSE TO TOP HT3038'OF HILL KNOWN AS RESERVOIR HILL AND STATION SITE. HT3038' HT3038'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS SET HT3038'IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 7A. REFERENCE MARKS HT3038'ARE STANDARD REFERENCE DISKS SET IN CONCRETE, AS DESCRIBED IN HT3038'NOTE 11A. HT3038' HT3038'REFERENCE MARK NO. 1 IS NEAR EDGE OF TREE LINE AND 27.98 METERS HT3038'(91.8 FEET) FROM STATION IN AZIMUTH 207 DEG 46 MIN. REFERENCE HT3038'MARK NO. 2 IS ON E SIDE OF INTERSECTION OF TWO ROADS AND 0.2 HT3038'MILE FROM STATION IN AZIMUTH 91 DEG 52 MIN 42 SEC. HT3038 HT3038 STATION RECOVERY (1936) HT3038 HT3038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (TJM) HT3038'RECOVERED AS DESCRIBED. THE STATION IS IN GOOD CONDITION. HT3038 HT3038 STATION RECOVERY (1944) HT3038 HT3038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHP) HT3038'STATION RECOVERED AS DESCRIBED. HT3038 HT3038 STATION RECOVERY (1948) HT3038 HT3038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WMG) HT3038'RECOVERED AS DESCRIBED. HT3038 HT3038 STATION RECOVERY (1952) HT3038 HT3038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WHB) HT3038'R.M. 2 ONLY WAS RECOVERED. IT IS IN GOOD CONDITION. THIS HT3038'REFERENCE MARK IS ABOUT 0.2 MILE FROM THE STATION. NO DISTANCE HT3038'WAS MEASURED. HT3038' HT3038'IT IS BELIEVED THAT THE STATION MARK AND R.M. 1 ARE COVERED BY HT3038'RECENT CONSTRUCTION OF A ROAD. A FURTHER SEARCH IS PLANNED LATER. HT3038 HT3038 STATION RECOVERY (1958) HT3038 HT3038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCM) HT3038'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION. THE ORIGINAL HT3038'DESCRIPTION IS GOOD. TO MAKE IT MORE COMPLETE THE STATION HT3038'MARK IS 61 FT. S OF THE CENTER OF A GRAVELED ROAD, 91 M. W OF HT3038'THE NW CORNER OF MILITARY RADIO STATION-MARS-A/W6USA, AND 19.5 HT3038'FT. N-NE OF A 12-IN. TREE WITH A TRIANGLE BLAZED ON THE N SIDE HT3038'OF THE TREE. HT3038 HT3038 STATION RECOVERY (1964) HT3038 HT3038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAS) HT3038'THE STATION WAS RECOVERED AS DESCRIBED IN 1932 AND 1958. IT HT3038'IS A STANDARD DISK STAMPED FAIRWAY 1932 SET IN A 12-INCH SQUARE HT3038'CONCRETE MONUMENT, PROJECTING 2 INCHES. HT3038' HT3038'THE REFERENCE MARKS WERE NOT FOUND. HT3038 HT3038 STATION RECOVERY (2002) HT3038 HT3038'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 HT3038'IVY COVERS THE MARK. IT IS 12.9 M SSW OF THE 12TH FENCEPOST WEST OF A HT3038'GATE IN THE CHAINLINK FENCE BORDERING THE GOLF COURSE. THE LINE FROM HT3038'THE FENCEPOST TO THE MARK IS PERPENDICULAR TO THE FENCE WITHIN A HT3038'DEGREE OR TWO. THE MARK IS 1.5 M E OF A 3-CM-T-SECTION RUSTED STEEL HT3038'POST (MAYBE FORMER WITNESS POST) THAT STANDS 0.4 M ABOVE THE IVY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HT2260 *********************************************************************** HT2260 DESIGNATION - FAIRWAY RM 2 HT2260 PID - HT2260 HT2260 STATE/COUNTY- CA/SAN FRANCISCO HT2260 USGS QUAD - SAN FRANCISCO NORTH (1995) HT2260 HT2260 *CURRENT SURVEY CONTROL HT2260 ___________________________________________________________________ HT2260* NAD 83(1986)- 37 47 40. (N) 122 28 06. (W) SCALED HT2260* NAVD 88 - 93.642 (meters) 307.22 (feet) ADJUSTED HT2260 ___________________________________________________________________ HT2260 GEOID HEIGHT- -32.48 (meters) GEOID99 HT2260 DYNAMIC HT - 93.580 (meters) 307.02 (feet) COMP HT2260 MODELED GRAV- 979,963.8 (mgal) NAVD 88 HT2260 HT2260 VERT ORDER - FIRST CLASS I HT2260 HT2260.The horizontal coordinates were scaled from a topographic map and have HT2260.an estimated accuracy of +/- 6 seconds. HT2260 HT2260.The orthometric height was determined by differential leveling HT2260.and adjusted by the National Geodetic Survey in June 1991. HT2260 HT2260.The geoid height was determined by GEOID99. HT2260 HT2260.The dynamic height is computed by dividing the NAVD 88 HT2260.geopotential number by the normal gravity value computed on the HT2260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HT2260.degrees latitude (g = 980.6199 gals.). HT2260 HT2260.The modeled gravity was interpolated from observed gravity values. HT2260 HT2260; North East Units Estimated Accuracy HT2260;SPC CA 3 - 645,480. 1,826,660. MT (+/- 180 meters Scaled) HT2260 HT2260 SUPERSEDED SURVEY CONTROL HT2260 HT2260 NGVD 29 - 92.811 (m) 304.50 (f) ADJUSTED 1 1 HT2260 HT2260.Superseded values are not recommended for survey control. HT2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT2260.See file dsdata.txt to determine how the superseded data were derived. HT2260 HT2260_MARKER: DR = REFERENCE MARK DISK HT2260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HT2260_STAMPING: FAIRWAY NO 2 1932 HT2260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HT2260+STABILITY: SURFACE MOTION HT2260 HT2260 HISTORY - Date Condition Report By HT2260 HISTORY - 1932 MONUMENTED CGS HT2260 HISTORY - 1977 GOOD NGS HT2260 HISTORY - 20021007 GOOD INDIV HT2260 HT2260 STATION DESCRIPTION HT2260 HT2260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 HT2260'IN SAN FRANCISCO. HT2260'IN SAN FRANCISCO, AT THE PRESIDIO, AT THE JUNCTION OF WASHINGTON BLVD HT2260'AND PARK BLVD, WHERE PARK BLVD ENTERS A GATE AT THE PRESIDIO ARMY HT2260'GOLF CLUB, 27 FEET SOUTH OF THE CENTER LINE OF WASHINGTON BLVD, 33 HT2260'FEET EAST OF THE GATE, 9 FEET WEST OF A LARGE TREE, AND 7 FEET NORTH HT2260'OF A CHAIN LINK FENCE. HT2260 HT2260 STATION RECOVERY (2002) HT2260 HT2260'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 HT2260'MARK IS IN PLAIN SIGHT, DESCRIPTION ADEQUATE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HT3091 *********************************************************************** HT3091 DESIGNATION - SAN FRANCISCO CTY HALL STEEPLE HT3091 PID - HT3091 HT3091 STATE/COUNTY- CA/SAN FRANCISCO HT3091 USGS QUAD - SAN FRANCISCO NORTH (1995) HT3091 HT3091 *CURRENT SURVEY CONTROL HT3091 ___________________________________________________________________ HT3091* NAD 83(1992)- 37 46 45.37213(N) 122 25 09.18574(W) ADJUSTED HT3091* NAVD 88 - HT3091 ___________________________________________________________________ HT3091 EPOCH DATE - 1991.35 HT3091 LAPLACE CORR- 1.58 (seconds) DEFLEC99 HT3091 GEOID HEIGHT- -32.42 (meters) GEOID99 HT3091 HT3091 HORZ ORDER - THIRD HT3091 HT3091.The horizontal coordinates were established by classical geodetic methods HT3091.and adjusted by the National Geodetic Survey in March 1994. HT3091.The horizontal coordinates are valid at the epoch date displayed above. HT3091.The epoch date for horizontal control is a decimal equivalence HT3091.of Year/Month/Day. HT3091 HT3091 HT3091.The Laplace correction was computed from DEFLEC99 derived deflections. HT3091 HT3091.The geoid height was determined by GEOID99. HT3091 HT3091; North East Units Scale Converg. HT3091;SPC CA 3 - 643,708.100 1,830,950.138 MT 0.99992930 -1 10 30.0 HT3091;SPC CA 3 - 2,111,898.99 6,007,042.24 sFT 0.99992930 -1 10 30.0 HT3091;UTM 10 - 4,181,483.833 551,143.763 MT 0.99963222 +0 21 20.9 HT3091 HT3091 SUPERSEDED SURVEY CONTROL HT3091 HT3091 NAD 83(1986)- 37 46 45.36604(N) 122 25 09.18601(W) AD(1984.00) 4 HT3091 NAD 27 - 37 46 45.62900(N) 122 25 05.28600(W) AD( ) 3 HT3091 HT3091.Superseded values are not recommended for survey control. HT3091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT3091.See file dsdata.txt to determine how the superseded data were derived. HT3091 HT3091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HT3091+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 HT3091 HT3091 HISTORY - Date Condition Report By HT3091 HISTORY - 1916 MONUMENTED CGS HT3091 HISTORY - 1920 SEE DESCRIPTION CGS HT3091 HISTORY - 1944 SEE DESCRIPTION CGS HT3091 HISTORY - 1958 SEE DESCRIPTION CGS HT3091 HISTORY - 1965 SEE DESCRIPTION CGS HT3091 HISTORY - 1986 GOOD USPSQD HT3091 HISTORY - 1989 GOOD USPSQD HT3091 HISTORY - 20020711 GOOD INDIV HT3091 HT3091 STATION DESCRIPTION HT3091 HT3091'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (EWE) HT3091'THE TOP OF THE DOME ON THE SAN FRANCISCO CITY HALL LOCATED HT3091'IN FRONT OF THE CIVIC CENTER. HT3091 HT3091 STATION RECOVERY (1920) HT3091 HT3091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920 (FGE) HT3091'RECOVERED AS DESCRIBED. HT3091 HT3091 STATION RECOVERY (1944) HT3091 HT3091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHP) HT3091'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE. HT3091 HT3091 STATION RECOVERY (1958) HT3091 HT3091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCM) HT3091'THE STATION WAS RECOVERED IN GOOD CONDITION, AND IS THE CENTER HT3091'AND TOP OF THE STEEPLE WHICH PROJECTS ABOVE THE DOME ON TOP HT3091'OF THE SAN FRANCISCO CITY HALL, IN THE BLOCK FORMED BY VAN HT3091'NESS AVENUE AND MC ALLISTER, POLK AND GROVE STREETS. HT3091' HT3091'THIS IS AN INTERSECTION STATION. HT3091 HT3091 STATION RECOVERY (1965) HT3091 HT3091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS) HT3091'RECOVERED. THE STATION IS THE CUPOLA ATOP THE CENTER OF HT3091'THE ROOF OF THE CITY HALL. THE CITY HALL IS A LARGE GRAY STONE HT3091'STRUCTURE WITH A HEMISPHERICAL ROOF. LOCATED AT THE NORTHEAST HT3091'CORNER OF THE INTERSECTION OF GROVE STREET AND VAN NESS HT3091'AVENUE. HT3091 HT3091 STATION RECOVERY (1986) HT3091 HT3091'RECOVERY NOTE BY US POWER SQUADRON 1986 (RJS) HT3091'RECOVERED IN GOOD CONDITION. HT3091 HT3091 STATION RECOVERY (1989) HT3091 HT3091'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAK) HT3091'RECOVERED IN GOOD CONDITION. HT3091 HT3091 STATION RECOVERY (2002) HT3091 HT3091'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WKW) HT3091'IMAGES AT WWW.CROCUTA.COM/NGS/HT3091.HTML 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HT3064 *********************************************************************** HT3064 DESIGNATION - TOLL CADH 1955 HT3064 PID - HT3064 HT3064 STATE/COUNTY- CA/SAN FRANCISCO HT3064 USGS QUAD - SAN FRANCISCO NORTH (1995) HT3064 HT3064 *CURRENT SURVEY CONTROL HT3064 ___________________________________________________________________ HT3064* NAD 83(1992)- 37 48 26.13875(N) 122 28 30.23260(W) ADJUSTED HT3064* NAVD 88 - 56. (meters) 184. (feet) SCALED HT3064 ___________________________________________________________________ HT3064 EPOCH DATE - 1991.35 HT3064 LAPLACE CORR- 2.69 (seconds) DEFLEC99 HT3064 GEOID HEIGHT- -32.47 (meters) GEOID99 HT3064 HT3064 HORZ ORDER - SECOND HT3064 HT3064.The horizontal coordinates were established by classical geodetic methods HT3064.and adjusted by the National Geodetic Survey in March 1994. HT3064.The horizontal coordinates are valid at the epoch date displayed above. HT3064.The epoch date for horizontal control is a decimal equivalence HT3064.of Year/Month/Day. HT3064 HT3064.The orthometric height was scaled from a topographic map. HT3064 HT3064.The Laplace correction was computed from DEFLEC99 derived deflections. HT3064 HT3064.The geoid height was determined by GEOID99. HT3064 HT3064; North East Units Scale Converg. HT3064;SPC CA 3 - 646,916.299 1,826,097.319 MT 0.99992966 -1 12 33.1 HT3064;SPC CA 3 - 2,122,424.56 5,991,120.95 sFT 0.99992966 -1 12 33.1 HT3064;UTM 10 - 4,184,560.314 546,208.448 MT 0.99962630 +0 19 18.5 HT3064 HT3064: Primary Azimuth Mark Grid Az HT3064:SPC CA 3 - ALCATRAZ LIGHTHOUSE 066 53 11.9 HT3064:UTM 10 - ALCATRAZ LIGHTHOUSE 065 21 20.3 HT3064 HT3064|---------------------------------------------------------------------| HT3064| PID Reference Object Distance Geod. Az | HT3064| dddmmss.s | HT3064| HT3019 ALCATRAZ LIGHTHOUSE APPROX. 5.1 KM 0654038.8 | HT3064| HT3016 ANITA ROCK LIGHT APPROX. 1.9 KM 0862543.7 | HT3064|---------------------------------------------------------------------| HT3064 HT3064 SUPERSEDED SURVEY CONTROL HT3064 HT3064 NAD 83(1986)- 37 48 26.13538(N) 122 28 30.22783(W) AD(1984.00) 2 HT3064 NAD 27 - 37 48 26.38700(N) 122 28 26.31900(W) AD( ) 2 HT3064 HT3064.Superseded values are not recommended for survey control. HT3064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT3064.See file dsdata.txt to determine how the superseded data were derived. HT3064 HT3064_MARKER: Z = SEE DESCRIPTION HT3064_SETTING: 0 = UNSPECIFIED SETTING HT3064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HT3064 HT3064 HISTORY - Date Condition Report By HT3064 HISTORY - 1955 MONUMENTED CGS HT3064 HISTORY - 1959 SEE DESCRIPTION CGS HT3064 HISTORY - 1964 SEE DESCRIPTION CGS HT3064 HISTORY - 1965 SEE DESCRIPTION CGS HT3064 HISTORY - 1971 SEE DESCRIPTION NGS HT3064 HISTORY - 1976 GOOD NGS HT3064 HISTORY - 1977 GOOD NGS HT3064 HISTORY - 20021007 GOOD INDIV HT3064 HT3064 STATION DESCRIPTION HT3064 HT3064'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WMG) HT3064'THE STATION IS JUST SE OF THE TOLL PLAZA AT THE GOLDEN GATE HT3064'BRIDGE. HT3064' HT3064'THE STATION MARK IS A STANDARD DIVISION OF HIGHWAYS BRONZE TABLET, HT3064'CEMENTED IN A DRILL HOLE IN THE SIDEWALK ON THE E SIDE OF THE HT3064'HIGHWAY, JUST S OF THE TOLL PLAZA. HT3064' HT3064'NO REFERENCE MARKS ESTABLISHED. HT3064 HT3064 STATION RECOVERY (1959) HT3064 HT3064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCM) HT3064'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND THE 1955 HT3064'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS-- HT3064' HT3064'THE STATION MARK IS STAMPED TOLL 1953 AND IS FLUSH WITH THE HT3064'SIDEWALK. IT IS 63.0 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF THE HT3064'HIGHWAY PATROL OFFICE BUILDING, 6.0 FEET EAST OF A LIGHT POLE, HT3064'AND 4.8 FEET NORTHEAST OF THE CURBING. HT3064 HT3064 STATION RECOVERY (1964) HT3064 HT3064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAS) HT3064'RECOVERED IN GOOD CONDITION. THE STATION IS A CALIFORNIA STATE HT3064'DIVISION OF HIGHWAYS DISK STAMPED TOLL 1953 SET FLUSH IN THE HT3064'SIDEWALK ABOUT 60 FEET SOUTHEAST OF THE TOLL PLAZA, 5.9 FEET HT3064'SOUTHEAST OF A STREET LAMP POLE AND 4.9 FEET EAST OF THE WEST HT3064'EDGE OF THE SIDEWALK. HT3064 HT3064 STATION RECOVERY (1965) HT3064 HT3064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EHS) HT3064'THE MARK WAS RECOVERED IN GOOD CONDITION AND THE PREVIOUS HT3064'DESCRIPTIONS ARE ADEQUATE. HT3064 HT3064 STATION RECOVERY (1971) HT3064 HT3064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (HH) HT3064'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. HT3064' HT3064'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SAN HT3064'FRANCISCO HT3064 HT3064 STATION RECOVERY (1976) HT3064 HT3064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CA) HT3064'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. HT3064 HT3064 STATION RECOVERY (1977) HT3064 HT3064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN) HT3064'THE MARK WAS RECOVERED IN GOOD CONDITION AND THE PREVIOUS HT3064'DESCRIPTIONS ARE ADEQUATE. HT3064' HT3064'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN HT3064'AT SAN FRANCISCO. HT3064 HT3064 STATION RECOVERY (2002) HT3064 HT3064'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 HT3064'MARK IS IN PLAIN SIGHT, DESCRIPTION ADEQUATE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HT0751 *********************************************************************** HT0751 DESIGNATION - X 108=BASIC BM HT0751 PID - HT0751 HT0751 STATE/COUNTY- CA/SAN FRANCISCO HT0751 USGS QUAD - SAN FRANCISCO NORTH (1995) HT0751 HT0751 *CURRENT SURVEY CONTROL HT0751 ___________________________________________________________________ HT0751* NAD 83(1986)- 37 46 48. (N) 122 25 05. (W) SCALED HT0751* NAVD 88 - 20.10 (+/-2cm) 65.9 (feet) VERTCON HT0751 ___________________________________________________________________ HT0751 GEOID HEIGHT- -32.42 (meters) GEOID99 HT0751 HT0751 VERT ORDER - FIRST CLASS II (See Below) HT0751 HT0751.The horizontal coordinates were scaled from a topographic map and have HT0751.an estimated accuracy of +/- 6 seconds. HT0751 HT0751.The NAVD 88 height was computed by applying the VERTCON shift value to HT0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT0751.The vertical order pertains to the superseded datum. HT0751 HT0751.The geoid height was determined by GEOID99. HT0751 HT0751; North East Units Estimated Accuracy HT0751;SPC CA 3 - 643,790. 1,831,050. MT (+/- 180 meters Scaled) HT0751 HT0751 SUPERSEDED SURVEY CONTROL HT0751 HT0751 NGVD 29 - 19.269 (m) 63.22 (f) ADJ UNCH 1 2 HT0751 HT0751.Superseded values are not recommended for survey control. HT0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT0751.See file dsdata.txt to determine how the superseded data were derived. HT0751 HT0751_MARKER: DB = BENCH MARK DISK HT0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HT0751_STAMPING: X 108 1932 63.222 HT0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HT0751+STABILITY: SURFACE MOTION HT0751 HT0751 HISTORY - Date Condition Report By HT0751 HISTORY - 1932 MONUMENTED CGS HT0751 HISTORY - 1952 GOOD NGS HT0751 HISTORY - 20020711 GOOD INDIV HT0751 HT0751 STATION DESCRIPTION HT0751 HT0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952 HT0751'AT SAN FRANCISCO. HT0751'AT SAN FRANCISCO, AT THE SAN FRANCISCO CIVIC CENTER, ON MC ALLISTER HT0751'STREET BETWEEN POLK AND LARKIN STREETS, IN FRONT OF THE CALIFORNIA HT0751'STATE BUILDING, 131.0 FEET EAST OF THE EAST CURB OF POLK STREET, HT0751'26.0 FEET WEST OF THE WEST SIDE OF THE BASE OF A FLAG POLE AT THE HT0751'WEST SIDE OF THE ENTRANCE TO THE BUILDING, 17.1 FEET NORTH OF THE HT0751'NORTH CURB OF MC ALLISTER STREET, 10.8 FEET SOUTH OF THE SOUTH HT0751'WALL OF THE BUILDING, ABOUT 2 FEET HIGHER THAN THE SIDEWALK, AND HT0751'SET IN THE TOP OF A CONCRETE POST PROJECTING 1.8 FOOT ABOVE THE HT0751'GROUND. HT0751 HT0751 STATION RECOVERY (2002) HT0751 HT0751'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WKW) HT0751'IMAGES AT WWW.CROCUTA.COM/NGS/HT0751.HTML