1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 HT1668 *********************************************************************** HT1668 DESIGNATION - B 323=2742 RESET 1971 HT1668 PID - HT1668 HT1668 STATE/COUNTY- CA/SANTA CLARA HT1668 USGS QUAD - MOUNTAIN VIEW (1997) HT1668 HT1668 *CURRENT SURVEY CONTROL HT1668 ___________________________________________________________________ HT1668* NAD 83(1986)- 37 23 15. (N) 122 01 31. (W) SCALED HT1668* NAVD 88 - 17.59 (+/-2cm) 57.7 (feet) VERTCON HT1668 ___________________________________________________________________ HT1668 GEOID HEIGHT- -32.60 (meters) GEOID03 HT1668 HT1668 VERT ORDER - THIRD (See Below) HT1668 HT1668.The horizontal coordinates were scaled from a topographic map and have HT1668.an estimated accuracy of +/- 6 seconds. HT1668 HT1668.The NAVD 88 height was computed by applying the VERTCON shift value to HT1668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT1668.The vertical order pertains to the NGVD 29 superseded value. HT1668 HT1668.The geoid height was determined by GEOID03. HT1668 HT1668; North East Units Estimated Accuracy HT1668;SPC CA 3 - 599,600. 1,864,940. MT (+/- 180 meters Scaled) HT1668 HT1668 SUPERSEDED SURVEY CONTROL HT1668 HT1668 NGVD 29 (08/19/04) 16.77 (m) 55.0 (f) RESET 3 HT1668 HT1668.Superseded values are not recommended for survey control. HT1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT1668.See file dsdata.txt to determine how the superseded data were derived. HT1668 HT1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG862383(NAD 83) HT1668_MARKER: DB = BENCH MARK DISK HT1668_SETTING: 36 = SET IN A MASSIVE STRUCTURE HT1668_SP_SET: BUILDING HT1668_STAMPING: B 323=2742 CGS RESET 1971 HT1668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HT1668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HT1668+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2002 HT1668 HT1668 HISTORY - Date Condition Report By HT1668 HISTORY - 1971 MONUMENTED NGS HT1668 HISTORY - 19910507 GOOD USPSQD HT1668 HISTORY - 20020120 GOOD INDIV HT1668 HISTORY - 20050627 POOR INDIV HT1668 HT1668 STATION DESCRIPTION HT1668 HT1668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 HT1668'AT SUNNYVALE. HT1668'AT SUNNYVALE, AT THE SOUTHEAST CORNER OF SUNNYVALE STREET AND HT1668'MAUDE AVENUE, AT THE JARVIS E. BISHOP ELEMENTARY SCHOOL, SET HT1668'VERTICALLY IN THE WEST WALL OF THE AUDITORIUM (A POURED-IN-PLACE HT1668'CONCRETE STRUCTURE), 99.0 FEET SOUTH OF THE CENTERLINE OF MAUDE HT1668'AVENUE, 92.7 FEET EAST OF THE CENTERLINE OF SUNNYVALE STREET, 0.3 HT1668'FOOT SOUTH OF THE NORTHWEST CORNER OF THE AUDITORIUM, AND 2.4 FEET HT1668'ABOVE THE GROUND. HT1668 HT1668 STATION RECOVERY (1991) HT1668 HT1668'RECOVERY NOTE BY US POWER SQUADRON 1991 (RJS) HT1668'RECOVERED IN GOOD CONDITION. HT1668 HT1668 STATION RECOVERY (2002) HT1668 HT1668'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LS) HT1668'MARK HAS BEEN PAINTED OVER MAKING TEXT MOSTLY UNREADABLE. HT1668 HT1668 STATION RECOVERY (2005) HT1668 HT1668'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KM) HT1668'AS STATED IN 2002 DESCRIPTION, MARKER HAS BEEN PAINTED MAKING MOST OF HT1668'THE TEXT ILLEGIBLE. '1971' IS STILL VISIBLE FAINTLY, CONFIRMING THE HT1668'IDENTITY OF THE MARK. GPS HANDHELD INDICATES MARK IS AT COORDINATES 37 HT1668'23 14.9 N BY 122 01 29.5 W AND GOOGLE MAPS CONFIRMS THIS ON-SITE HT1668'OBSERVATION. HT1668'MARK IS ON WEST WALL OF BUILDING, APPROXIMATELY THREE INCHES FROM THE HT1668'NORTH-WEST CORNER OF THE BUILDING. THE WALL IS PAINTED AS A MURAL. HT1668'LOOK FOR THE BEAR FURTHEST TO THE LEFT, THE MARK IS A FOOT OR TWO TO HT1668'HIS LEFT, ROUGHLY THE SAME HEIGHT AS HIS FRONT PAWS. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 HT1664 *********************************************************************** HT1664 DESIGNATION - C 323=2743 CAGS HT1664 PID - HT1664 HT1664 STATE/COUNTY- CA/SANTA CLARA HT1664 USGS QUAD - CUPERTINO (1991) HT1664 HT1664 *CURRENT SURVEY CONTROL HT1664 ___________________________________________________________________ HT1664* NAD 83(1986)- 37 22 27. (N) 122 01 51. (W) SCALED HT1664* NAVD 88 - 32.49 (+/-2cm) 106.6 (feet) VERTCON HT1664 ___________________________________________________________________ HT1664 GEOID HEIGHT- -32.61 (meters) GEOID03 HT1664 HT1664 VERT ORDER - FIRST CLASS II (See Below) HT1664 HT1664.The horizontal coordinates were scaled from a topographic map and have HT1664.an estimated accuracy of +/- 6 seconds. HT1664 HT1664.The NAVD 88 height was computed by applying the VERTCON shift value to HT1664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT1664.The vertical order pertains to the NGVD 29 superseded value. HT1664 HT1664.The geoid height was determined by GEOID03. HT1664 HT1664; North East Units Estimated Accuracy HT1664;SPC CA 3 - 598,130. 1,864,420. MT (+/- 180 meters Scaled) HT1664 HT1664 SUPERSEDED SURVEY CONTROL HT1664 HT1664 NGVD 29 (??/??/92) 31.660 (m) 103.87 (f) ADJ UNCH 1 2 HT1664 HT1664.Superseded values are not recommended for survey control. HT1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT1664.See file dsdata.txt to determine how the superseded data were derived. HT1664 HT1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG858368(NAD 83) HT1664_MARKER: DD = SURVEY DISK HT1664_SETTING: 36 = SET IN A MASSIVE STRUCTURE HT1664_SP_SET: BUILDING HT1664_STAMPING: C 323 HT1664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HT1664 HT1664 HISTORY - Date Condition Report By HT1664 HISTORY - UNK MONUMENTED CAGS HT1664 HISTORY - 1967 GOOD NGS HT1664 HISTORY - 20020120 MARK NOT FOUND INDIV HT1664 HISTORY - 20050627 MARK NOT FOUND INDIV HT1664 HT1664 STATION DESCRIPTION HT1664 HT1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 HT1664'AT SUNNYVALE. HT1664'AT SUNNYVALE, AT THE NORTHWEST CORNER OF THE JUNCTION OF MURPHY HT1664'AND MC KINLEY AVENUES, VERTICALLY IN THE EAST FACE 0.5 FOOT HT1664'NORTH OF THE SOUTHEAST CORNER OF AN OLD ABANDONED BUILDING (FORMERLY HT1664'CITY HALL), 24.6 FEET NORTH OF THE NORTH CURB OF MC KINLEY AVENUE, HT1664'35.1 FEET WEST OF THE WEST CURB OF MURPHY AVENUE, AND ABOUT 1 FOOT HT1664'ABOVE THE GROUND. HT1664 HT1664 STATION RECOVERY (2002) HT1664 HT1664'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LS) HT1664'PREVIOUS DESCRIPTION IS NO LONGER VALID. DESCRIBED BUILDINGS HAVE BEEN HT1664'REMOVED AND A SHOPPING CENTER IS IN ITS PLACE. HT1664 HT1664 STATION RECOVERY (2005) HT1664 HT1664'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KM) HT1664'DESCRIPTION FROM 2002 IS LARGELY ACCURATE. SUNNYVALE TOWN CENTER MALL HT1664'IS NOW AT THE REPORTED GPS COORDINATES. SATELLITE VIEW FROM GOOGLE HT1664'MAPS CONFIRMS ON-SITE OBSERVATION. MARKER WAS LIKELY DESTROYED DURING HT1664'MALL CONSTRUCTION. MALL IS CURRENTLY SLATED FOR DEMOLITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 HT1176 *********************************************************************** HT1176 DESIGNATION - F 111 RESET 1960 HT1176 PID - HT1176 HT1176 STATE/COUNTY- CA/SANTA CLARA HT1176 USGS QUAD - MOUNTAIN VIEW (1997) HT1176 HT1176 *CURRENT SURVEY CONTROL HT1176 ___________________________________________________________________ HT1176* NAD 83(1986)- 37 24 12. (N) 122 02 47. (W) SCALED HT1176* NAVD 88 - 11.16 (+/-2cm) 36.6 (feet) VERTCON HT1176 ___________________________________________________________________ HT1176 GEOID HEIGHT- -32.59 (meters) GEOID03 HT1176 HT1176 VERT ORDER - FIRST CLASS II (See Below) HT1176 HT1176.The horizontal coordinates were scaled from a topographic map and have HT1176.an estimated accuracy of +/- 6 seconds. HT1176 HT1176.The NAVD 88 height was computed by applying the VERTCON shift value to HT1176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT1176.The vertical order pertains to the NGVD 29 superseded value. HT1176 HT1176.The geoid height was determined by GEOID03. HT1176 HT1176; North East Units Estimated Accuracy HT1176;SPC CA 3 - 601,380. 1,863,100. MT (+/- 180 meters Scaled) HT1176 HT1176 SUPERSEDED SURVEY CONTROL HT1176 HT1176 NGVD 29 (??/??/92) 10.334 (m) 33.90 (f) ADJ UNCH 1 2 HT1176 HT1176.Superseded values are not recommended for survey control. HT1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT1176.See file dsdata.txt to determine how the superseded data were derived. HT1176 HT1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG843400(NAD 83) HT1176_MARKER: DB = BENCH MARK DISK HT1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HT1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT HT1176_STAMPING: F 111 RESET 1960 HT1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HT1176+STABILITY: SURFACE MOTION HT1176 HT1176 HISTORY - Date Condition Report By HT1176 HISTORY - 1960 MONUMENTED CGS HT1176 HISTORY - 1967 GOOD NGS HT1176 HISTORY - 19920908 GOOD USPSQD HT1176 HISTORY - 20050627 MARK NOT FOUND INDIV HT1176 HT1176 STATION DESCRIPTION HT1176 HT1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 HT1176'1.2 MI E FROM MOUNTAIN VIEW. HT1176'1.15 MILES EAST ALONG THE BAYSHORE FREEWAY FROM THE MOFFETT HT1176'BOULEVARD OVERPASS AT MOUNTAIN VIEW, 0.2 MILE EAST OF THE SOUTH HT1176'ENTRANCE TO MOFFETT FIELD, 58 FEET NORTH OF THE NORTH EDGE OF THE HT1176'NORTH LANES OF THE FREEWAY, 12.0 FEET SOUTH OF THE SOUTH RAIL OF A HT1176'RAILROAD TRACK ON THE FIELD, 25 FEET NORTH OF THE CENTER LINE OF HT1176'A FRONTAGE ROAD, 1.0 FOOT SOUTH OF A CYCLONE FENCE (BOUNDARY FENCE HT1176'FOR FIELD, 1.2 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE HT1176'FREEWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 HT1176'FOOT ABOVE THE GROUND. HT1176 HT1176 STATION RECOVERY (1992) HT1176 HT1176'RECOVERY NOTE BY US POWER SQUADRON 1992 (RJS) HT1176'RECOVERED IN GOOD CONDITION. HT1176 HT1176 STATION RECOVERY (2005) HT1176 HT1176'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KM) HT1176'1967 DESCRIPTION IS NO LONGER ACCURATE. ON-SITE OBSERVATION FOUND NO HT1176'SIGN OF MARK ON EITHER SIDE OF THE RAILROAD TRACKS. MANILA AVENUE IS HT1176'SOUTH OF THE TRACKS (IT IS A FRONTAGE ROAD, ALONG HIGHWAY 101) AND HT1176'MACON ROAD IS NORTH OF THE TRACKS. MACON ROAD IS LOCATED ON THE HT1176'GROUNDS OF MOFFETT FEDERAL AIRFIELD, AND IS RESTRICTED. HT1176'I WORK AT THE AIRFIELD, SO WAS ABLE TO GAIN ENTRY, MOST WOULD NOT BE HT1176'ABLE TO DO SO. IN ANY EVENT, CONSTRUCTION OF THE MODERN RAIL LINE (VTA HT1176'LIGHT RAIL) LIKELY DESTROYED THE MARKER. GOOGLE MAPS SATELLITE VIEW HT1176'PLACES THE LOCATION AS IN THE MIDDLE OF THE CURRENT TRACKS. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 HS5438 *********************************************************************** HS5438 DESIGNATION - FAA SJC A HS5438 PID - HS5438 HS5438 STATE/COUNTY- CA/SANTA CLARA HS5438 USGS QUAD - SAN JOSE WEST (1980) HS5438 HS5438 *CURRENT SURVEY CONTROL HS5438 ___________________________________________________________________ HS5438* NAD 83(1992)- 37 21 54.47345(N) 121 55 50.09066(W) ADJUSTED HS5438* NAVD 88 - 12.0 (meters) 39. (feet) GPS OBS HS5438 ___________________________________________________________________ HS5438 EPOCH DATE - 1991.35 HS5438 X - -2,684,381.190 (meters) COMP HS5438 Y - -4,307,512.376 (meters) COMP HS5438 Z - 3,849,665.642 (meters) COMP HS5438 LAPLACE CORR- 1.20 (seconds) DEFLEC99 HS5438 ELLIP HEIGHT- -20.51 (meters) (11/17/92) GPS OBS HS5438 GEOID HEIGHT- -32.59 (meters) GEOID03 HS5438 HS5438 HORZ ORDER - FIRST HS5438 ELLP ORDER - FIFTH CLASS I HS5438 HS5438.This mark is at San Jose Intl Airport (SJC) HS5438 HS5438.The horizontal coordinates were established by GPS observations HS5438.and adjusted by the National Geodetic Survey in March 1994. HS5438.The horizontal coordinates are valid at the epoch date displayed above. HS5438.The epoch date for horizontal control is a decimal equivalence HS5438.of Year/Month/Day. HS5438 HS5438.The orthometric height was determined by GPS observations and a HS5438.high-resolution geoid model. HS5438 HS5438.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS5438 HS5438.The Laplace correction was computed from DEFLEC99 derived deflections. HS5438 HS5438.The ellipsoidal height was determined by GPS observations HS5438.and is referenced to NAD 83. HS5438 HS5438.The geoid height was determined by GEOID03. HS5438 HS5438; North East Units Scale Factor Converg. HS5438;SPC CA 3 - 596,981.521 1,873,284.147 MT 0.99995173 -0 52 33.1 HS5438;SPC CA 3 - 1,958,596.87 6,145,933.07 sFT 0.99995173 -0 52 33.1 HS5438;UTM 10 - 4,135,915.227 594,697.260 MT 0.99971046 +0 38 56.7 HS5438 HS5438! - Elev Factor x Scale Factor = Combined Factor HS5438!SPC CA 3 - 1.00000322 x 0.99995173 = 0.99995495 HS5438!UTM 10 - 1.00000322 x 0.99971046 = 0.99971368 HS5438 HS5438: Primary Azimuth Mark Grid Az HS5438:SPC CA 3 - SJC ARP 145 40 31.1 HS5438:UTM 10 - SJC ARP 144 09 01.3 HS5438 HS5438|---------------------------------------------------------------------| HS5438| PID Reference Object Distance Geod. Az | HS5438| dddmmss.s | HS5438| HS5425 SJC ARP 442.770 METERS 1444758.0 | HS5438|---------------------------------------------------------------------| HS5438 HS5438 SUPERSEDED SURVEY CONTROL HS5438 HS5438 NAD 83(1992)- 37 21 54.47342(N) 121 55 50.09065(W) AD(1991.35) 1 HS5438 NAD 83(1986)- 37 21 54.47158(N) 121 55 50.08697(W) AD(1984.00) 3 HS5438 NGVD 29 (10/13/92) 11.2 (m) 37. (f) GPS OBS HS5438 HS5438.Superseded values are not recommended for survey control. HS5438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5438.See file dsdata.txt to determine how the superseded data were derived. HS5438 HS5438_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG9469735915(NAD 83) HS5438_MARKER: C = CAP OF CAP-AND-BOLT PAIR HS5438_SETTING: 0 = UNSPECIFIED SETTING HS5438_SP_SET: STAINLESS STEEL ROD IN SLEEVE HS5438_STAMPING: FAA SJC A 1992 HS5438_MARK LOGO: NGS HS5438_MAGNETIC: O = OTHER; SEE DESCRIPTION HS5438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS5438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS5438+SATELLITE: SATELLITE OBSERVATIONS - 1992 HS5438 HS5438 HISTORY - Date Condition Report By HS5438 HISTORY - 1992 MONUMENTED NGS HS5438 HISTORY - 19920615 GOOD NGS HS5438 HISTORY - 20050630 MARK NOT FOUND INDIV HS5438 HS5438 STATION DESCRIPTION HS5438 HS5438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 HS5438'STATION IS LOCATED IN THE NORTH SECTION OF SAN JOSE, AT THE SAN JOSE HS5438'INTERNATIONAL AIRPORT, IN THE MEDIAN OF RUNWAYS 12L-30R AND 12R-30L, HS5438'AT THE OPPOSITE END OF THE SAME MEDIAN SECTION WITH THE SEGMENTED HS5438'CIRCLE, NEAR G TAXI, IN THE MIDDLE OF AN OVERGROWN PAVED ROAD. HS5438'OWNERSHIP--CITY OF SAN JOSE, CITY HALL, SAN JOSE, CA 95110. CONTACT HS5438'ORVAL WELCH, DEPUTY DIRECTOR OF AVIATION OR ROBERT PASTOR, ASSOCIATE HS5438'CIVIL ENGINEER, PHONE 408-277-4721, FOR AIRPORT INFORMATION. CALL HS5438'AHEAD FOR ARRANGEMENTS FOR ESCORT. HS5438'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 880 HS5438'AND U.S. HIGHWAY 101 IN SAN JOSE, GO SOUTHWEST ON HIGHWAY 880 FOR HS5438'2.10 KM (1.30 MI) TO THE RAMP ON RIGHT FOR COLEMAN AVENUE. BEAR RIGHT HS5438'ON RAMP, THEN COLEMAN AVENUE FOR 0.36 KM (0.22 MI) TO A PAVED ROAD HS5438'RIGHT. TURN RIGHT, EAST, ON AIRPORT ROAD FOR 0.75 KM (0.47 MI) TO A HS5438'ROAD LEFT. CONTINUE ON AIRPORT ROAD FOR 0.58 KM (0.36 MI) TO HS5438'ENGINEERING OFFICE ON THE LEFT AT 1311 AIRPORT ROAD. TURN LEFT INTO HS5438'PARKING LOT FOR 50 M (164.0 FT) TO BUILDING ON THE RIGHT. HS5438'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A HS5438'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE HS5438'WITH LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND. IT IS HS5438'54.8 M (179.8 FT) NORTHEAST FROM THE EAST LEG OF THE ILLUMINATED HS5438'12R SIGN, 45.0 M (147.6 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF G HS5438'TAXI, 34.9 M (114.5 FT) SOUTHWEST FROM THE WEST CORNER OF THE HS5438'CONCRETE PAD FOR THE OUTBOARD FRONT VASI FOR RUNWAY 12L, 29.5 M HS5438'(96.8 FT) NORTH FROM THE NORTH CORNER OF A CATCH BASIN, 3.5 M HS5438'(11.5 FT) SOUTHWEST FROM A 1.5 M (4.9 FT) HIGH STEEL PIPE (OLD GATE HS5438'POST) AND 2.3 M (7.5 FT) NORTHWEST FROM THE EXTENDED FRONT OF THE TWO HS5438'VASI S. HS5438 HS5438 STATION RECOVERY (1992) HS5438 HS5438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 HS5438'THE STATION IS LOCATED AT THE SAN JOSE INTL AIRPORT ABOUT MID-FIELD HS5438'BETWEEN RUNWAYS 12L-30R AND 12R-30L. IT IS 147.6 FT (45.0 M) SE OF HS5438'THE SE EDGE OF TAXIWAY G, 114.5 FT (34.9 M) SW OF THE WEST CORNER OF HS5438'THE CONCRETE BASE OF THE NW 1 OF 2. VASIS FOR RWY 12L, 96.8 FT (29.5 HS5438'M) N OF THE N CORNER OF A CATCH BASIN, 11.5 FT (3.5 M) SW OF A 5 FT HS5438'(1.5 M) HIGH STEEL PIPE AND 7.5 FT (2.3 M) NW OF THE EXTENDED NW EDGE HS5438'OF THE VASI. IT IS ALSO IN THE CENTER OF AN OVERGROWN PAVED ROAD. HS5438'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL IN A HS5438'GREASE SLEEVE UNDER A NGS ALUMINUM LOGO CAP. THE LOGO CAP IS STAMPED HS5438'FAA SJC A 1992. THE TOP OF THE LOGO CAP IS FLUSH WITH THE PAVEMENT. HS5438 HS5438 STATION RECOVERY (2005) HS5438 HS5438'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KM) HS5438'PREVIOUSLY REPORTED (IN ERROR) AS BEING HS5425. THE CORRECT HS5438'DESIGNATION IS HS5438. NEGLECT OF AREA AND CHANGES TO LANDMARKS HAVE HS5438'RENDERED MARK UNABLE TO BE LOCATED. ILLUMINATED 12R SIGN APPEARS TO HS5438'HAVE BEEN RELOCATED. CATCH BASIN APPEARS TO HAVE BEEN REMOVED. HS5438'THERE IS NO LONGER A 1.5 METER HIGH STEEL PIPE ANYWHERE NEAR THE HS5438'REPORTED AREA. IT IS POSSIBLE THAT THE MARK REMAINS, BUT IT WOULD BE HS5438'DIFFICULT TO LOCATE IN THE HIGHLY OVERGROWN WEEDS. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 AC6329 *********************************************************************** AC6329 DESIGNATION - MFA AC6329 PID - AC6329 AC6329 STATE/COUNTY- CA/SANTA CLARA AC6329 USGS QUAD - MOUNTAIN VIEW (1997) AC6329 AC6329 *CURRENT SURVEY CONTROL AC6329 ___________________________________________________________________ AC6329* NAD 83(1992)- 37 24 27.63382(N) 122 02 55.16597(W) ADJUSTED AC6329* NAVD 88 - 8.8 (meters) 29. (feet) GPS OBS AC6329 ___________________________________________________________________ AC6329 EPOCH DATE - 1996.35 AC6329 X - -2,691,729.767 (meters) COMP AC6329 Y - -4,299,538.905 (meters) COMP AC6329 Z - 3,853,415.375 (meters) COMP AC6329 LAPLACE CORR- -0.20 (seconds) DEFLEC99 AC6329 ELLIP HEIGHT- -23.81 (meters) (02/18/97) GPS OBS AC6329 GEOID HEIGHT- -32.58 (meters) GEOID03 AC6329 AC6329 HORZ ORDER - FIRST AC6329 ELLP ORDER - SECOND CLASS II AC6329 AC6329.The horizontal coordinates were established by GPS observations AC6329.and adjusted by the National Geodetic Survey in February 1997. AC6329.The horizontal coordinates are valid at the epoch date displayed above. AC6329.The epoch date for horizontal control is a decimal equivalence AC6329.of Year/Month/Day. AC6329 AC6329.The orthometric height was determined by GPS observations and a AC6329.high-resolution geoid model. AC6329 AC6329.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC6329 AC6329.The Laplace correction was computed from DEFLEC99 derived deflections. AC6329 AC6329.The ellipsoidal height was determined by GPS observations AC6329.and is referenced to NAD 83. AC6329 AC6329.The geoid height was determined by GEOID03. AC6329 AC6329; North East Units Scale Factor Converg. AC6329;SPC CA 3 - 601,868.913 1,862,904.392 MT 0.99994703 -0 56 53.3 AC6329;SPC CA 3 - 1,974,631.59 6,111,878.83 sFT 0.99994703 -0 56 53.3 AC6329;UTM 10 - 4,140,523.400 584,193.705 MT 0.99968732 +0 34 40.6 AC6329 AC6329! - Elev Factor x Scale Factor = Combined Factor AC6329!SPC CA 3 - 1.00000374 x 0.99994703 = 0.99995077 AC6329!UTM 10 - 1.00000374 x 0.99968732 = 0.99969106 AC6329 AC6329 SUPERSEDED SURVEY CONTROL AC6329 AC6329.No superseded survey control is available for this station. AC6329 AC6329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG8419440523(NAD 83) AC6329_MARKER: DH = HORIZONTAL CONTROL DISK AC6329_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES AC6329_SP_SET: TAXIWAY LIGHT FOUNDATION AC6329_STAMPING: MFA 1996 AC6329_MARK LOGO: NGS AC6329_MAGNETIC: N = NO MAGNETIC MATERIAL AC6329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC6329+STABILITY: SURFACE MOTION AC6329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC6329+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005 AC6329 AC6329 HISTORY - Date Condition Report By AC6329 HISTORY - 1996 MONUMENTED NGS AC6329 HISTORY - 20050720 GOOD INDIV AC6329 AC6329 STATION DESCRIPTION AC6329 AC6329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (MLA) AC6329'THE STATION IS LOCATED AT THE SOUTH END OF SAN FRANCISCO BAY, ABOUT AC6329'3.0 MI (4.8 KM) WEST OF SUNNYVALE, AT THE SOUTHWEST END OF MOFFETT AC6329'FEDERAL AIRFIELD. OWNERSHIP- U.S. GOVERNMENT CONTACT THE OPERATIONS AC6329'DESK AT (415) 603-9213 OR JOHN GORDON AT (415) 604-0931 FOR ACCESS. TO AC6329'REACH THE STATION FROM THE INTERSECTION OF U.S. 101 AND STATE HWY 237 AC6329'IN WEST SUNNYVALE, PROCEED WEST ON U.S.101 .90 MI (1.45 KM) TO AN EXIT AC6329'RIGHT FOR THE SOUTH GATE OF MOFFETT FEDERAL AIRFIELD. EXIT RIGHT AND AC6329'PROCEED TO STOP SIGN AND INTERSECTING ROAD. TURN RIGHT AND PROCEED AC6329'NORTHEAST TO THE SOUTH GATE STRAIGHT AHEAD. PROCEED THROUGH GATE TO AC6329'INTERSECTION WITH MACON RD. TURN LEFT ONTO MACON RD HEADING NORTHERLY AC6329'FOR .10 MI (0.16 KM) TO A ROAD RIGHT THAT LEADS TO THE CONTROL TOWER AC6329'AND MAIN TERMINAL BUILDING. TURN RIGHT AND PROCEED TO TERMINAL AC6329'BUILDING. THE STATION IS LOCATED .10 SOUTHWEST OF THE TERMINAL AC6329'BUILDING IN FIRST TAXIWAY LIGHT BASE (NO. T4-22) AT SOUTH EDGE OF THE AC6329'TRANSIENT RAMP AND BORDERS GRASS AREA. IT IS THE FIRST TAXIWAY LIGHT AC6329'FOR THE TAXIWAY THAT LEADS FROM THE RAMP TO THE APPROACH END OF RUNWAY AC6329'32L. IT IS .10 MI (0.16 KM) SOUTH-SOUTHEAST OF THE HELO PAD LOCATED AC6329'IN FRONT OF THE TERMINAL AND CONTROL TOWER, 72 M (236.2 FT) AC6329'EASTNORTHEAST OF THE WESTERNMOST EDGE OF THE TRANSIENT RAMP AND 16 M AC6329'(52.5 FT) WEST OF THE SECOND TAXIWAY LIGHT. THE STATION IS A STANDARD AC6329'NGS HORIZONTAL CONTROL DISK STAMPED --MFA 1996-- AND SET IN A DRILL AC6329'HOLE OF A CONCRETE LIGHT BASE OF A TAXIWAY LIGHT. AC6329 AC6329 STATION RECOVERY (2005) AC6329 AC6329'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KM) AC6329'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 HS5425 *********************************************************************** HS5425 PACS - This is a Primary Airport Control Station. HS5425 DESIGNATION - SJC ARP HS5425 PID - HS5425 HS5425 STATE/COUNTY- CA/SANTA CLARA HS5425 USGS QUAD - SAN JOSE WEST (1980) HS5425 HS5425 *CURRENT SURVEY CONTROL HS5425 ___________________________________________________________________ HS5425* NAD 83(1998)- 37 21 42.74277(N) 121 55 39.72507(W) ADJUSTED HS5425* NAVD 88 - 13.16 (meters) 43.2 (feet) GPS OBS HS5425 ___________________________________________________________________ HS5425 EPOCH DATE - 1998.50 HS5425 X - -2,684,281.251 (meters) COMP HS5425 Y - -4,307,834.288 (meters) COMP HS5425 Z - 3,849,378.881 (meters) COMP HS5425 LAPLACE CORR- 1.28 (seconds) DEFLEC99 HS5425 ELLIP HEIGHT- -19.40 (meters) (05/31/01) GPS OBS HS5425 GEOID HEIGHT- -32.59 (meters) GEOID03 HS5425 HS5425 HORZ ORDER - B HS5425 ELLP ORDER - FIRST CLASS I HS5425 HS5425.This mark is at San Jose Intl Airport (SJC) HS5425 HS5425.The horizontal coordinates were established by GPS observations HS5425.and adjusted by the National Geodetic Survey in May 2001. HS5425.This is a SPECIAL STATUS position. See SPECIAL STATUS under the HS5425.DATUM ITEM on the data sheet items page. HS5425.The horizontal coordinates are valid at the epoch date displayed above. HS5425.The epoch date for horizontal control is a decimal equivalence HS5425.of Year/Month/Day. HS5425 HS5425.The orthometric height was determined by GPS observations and a HS5425.high-resolution geoid model. HS5425 HS5425.GPS derived orthometric heights for airport stations designated as HS5425.PACS or SACS are published to 2 decimal places. This maintains HS5425.centimeter relative accuracy between the PACS and SACS. It does HS5425.not indicate centimeter accuracy relative to other marks which are HS5425.part of the NAVD 88 network. HS5425 HS5425.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS5425 HS5425.The Laplace correction was computed from DEFLEC99 derived deflections. HS5425 HS5425.The ellipsoidal height was determined by GPS observations HS5425.and is referenced to NAD 83. HS5425 HS5425.The geoid height was determined by GEOID03. HS5425 HS5425; North East Units Scale Factor Converg. HS5425;SPC CA 3 - 596,616.040 1,873,533.652 MT 0.99995211 -0 52 26.7 HS5425;SPC CA 3 - 1,957,397.79 6,146,751.66 sFT 0.99995211 -0 52 26.7 HS5425;UTM 10 - 4,135,556.602 594,956.340 MT 0.99971107 +0 39 02.8 HS5425 HS5425! - Elev Factor x Scale Factor = Combined Factor HS5425!SPC CA 3 - 1.00000304 x 0.99995211 = 0.99995515 HS5425!UTM 10 - 1.00000304 x 0.99971107 = 0.99971411 HS5425 HS5425: Primary Azimuth Mark Grid Az HS5425:SPC CA 3 - FAA SJC A 325 40 31.0 HS5425:UTM 10 - FAA SJC A 324 09 01.5 HS5425 HS5425|---------------------------------------------------------------------| HS5425| PID Reference Object Distance Geod. Az | HS5425| dddmmss.s | HS5425| HS5438 FAA SJC A 442.770 METERS 3244804.3 | HS5425|---------------------------------------------------------------------| HS5425 HS5425 SUPERSEDED SURVEY CONTROL HS5425 HS5425 NAD 83(1992)- 37 21 42.73748(N) 121 55 39.71873(W) AD(1991.35) 3 HS5425 NAD 83(1992)- 37 21 42.73745(N) 121 55 39.71872(W) AD(1991.35) 3 HS5425 ELLIP H (11/17/92) -19.37 (m) GP(1991.35) 5 1 HS5425 NAD 83(1986)- 37 21 42.73561(N) 121 55 39.71504(W) AD(1984.00) 3 HS5425 NGVD 29 (10/13/92) 12.3 (m) 40. (f) GPS OBS HS5425 HS5425.Superseded values are not recommended for survey control. HS5425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5425.See file dsdata.txt to determine how the superseded data were derived. HS5425 HS5425_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG9495635557(NAD 83) HS5425_MARKER: DT = TOPOGRAPHIC STATION DISK HS5425_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND HS5425_SP_SET: CONCRETE POST HS5425_STAMPING: ARP 1962 HS5425_MARK LOGO: NONE HS5425_MAGNETIC: N = NO MAGNETIC MATERIAL HS5425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS5425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS5425+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2001 HS5425 HS5425 HISTORY - Date Condition Report By HS5425 HISTORY - 1962 MONUMENTED CGS HS5425 HISTORY - 19920609 GOOD NGS HS5425 HISTORY - 19940615 GOOD NGS HS5425 HISTORY - 20010313 GOOD NGS HS5425 HISTORY - 20010313 GOOD NGS HS5425 HISTORY - 20050630 MARK NOT FOUND INDIV HS5425 HS5425 STATION DESCRIPTION HS5425 HS5425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 HS5425'STATION IS LOCATED IN THE NORTH SECTION OF SAN JOSE, AT THE SAN JOSE HS5425'INTERNATIONAL AIRPORT, IN THE MEDIAN OF RUNWAYS 12L-30R AND 12R-30L, HS5425'ON THE NORTHWEST SIDE OF E TAXI, IN THE SAME MEDIAN SECTION WITH THE HS5425'SEGMENTED CIRCLE. OWNERSHIP--CITY OF SAN JOSE, CITY HALL, SAN JOSE, HS5425'CA 95110. CONTACT ORVAL WELCH, DEPUTY DIRECTOR OF AVIATION OR ROBERT HS5425'PASTOR, ASSOCIATE CIVIL ENGINEER, PHONE 408-277-4721, FOR AIRPORT HS5425'INFORMATION. HS5425'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 880 HS5425'AND U.S. HIGHWAY 101 IN SAN JOSE, GO SOUTHWEST ON HIGHWAY 880 FOR HS5425'2.10 KM (1.30 MI) TO THE RAMP ON RIGHT FOR COLEMAN AVENUE. BEAR RIGHT HS5425'ON RAMP THEN COLEMAN AVENUE FOR 0.36 KM (0.22 MI) TO A PAVED ROAD HS5425'RIGHT. TURN RIGHT, EAST, ON AIRPORT ROAD FOR 0.75 KM (0.47 MI) TO A HS5425'ROAD LEFT. CONTINUE ON AIRPORT ROAD FOR 0.58 KM (0.36 MI) TO HS5425'ENGINEERING OFFICE ON THE LEFT AT 1311 AIRPORT ROAD. TURN LEFT INTO HS5425'PARKING LOT FOR 50 M (164.0 FT) TO BUILDING ON THE RIGHT. HS5425'STATION MARK IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST 40 CM HS5425'BELOW GROUND IN AN OPEN HOLE. IT IS 101.2 M (332.0 FT) HS5425'SOUTH-SOUTHEAST FROM THE WINDSOCK POLE, 29.0 M (95.1 FT) NORTHEAST HS5425'FROM THE CURVED EDGE OF E TAXI, 22.3 M (73.2 FT) NORTH FROM THE NORTH HS5425'CORNER OF A DOUBLE TRAPDOOR TO AN ELECTRICAL VAULT, 13.7 M (44.9 FT) HS5425'WEST FROM THE CENTER OF A SQUARE CATCH BASIN, 35.5 M (116.5 FT) HS5425'WEST-NORTHWEST FROM A TAXI LIGHT AND 32.0 M (105.0 FT) WEST-NORTHWEST HS5425'FROM A TAXI LIGHT. HS5425 HS5425 STATION RECOVERY (1994) HS5425 HS5425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 HS5425'THIS STATION IS LOCATED NEAR THE GEOMETRIC CENTER OF THE SAN JOSE INTL HS5425'AIRPORT, IN THE GRASS AREA JUST NORTH OF THE INTERSECTION OF TAXIWAY E HS5425'AND RUNWAY 30L. IT IS 36.1 FT (11.0 M) SE OF THE WINDSOCK, 116.3 FT HS5425'(35.4 M) NE OF THE 3RD TAXIWAY LIGHT FROM THE JUNCTION OF THE TAXIWAY HS5425'WITH THE RUNWAY, 73.5 FT (22.4 M) NORTH OF THE NORTH CORNER OF THE HS5425'METAL COVER ON ELECTRIC BOX IN THE GROUND WITH ELECTRICAL CHRISTY HS5425'STAMPED ON IT, 45 FT (13.7 M) SW OF THE CENTER OF A STEEL GRATE ON HS5425'WATER DRAIN. A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A CONCRETE HS5425'POST 1.5 FT (0.5 M) BELOW THE GROUND SURFACE AND STAMPED ARP 1962. HS5425 HS5425 STATION RECOVERY (2001) HS5425 HS5425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (KRN) HS5425'THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION HS5425'(PACS). HS5425' HS5425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001. HS5425' HS5425'THIS STATION IS LOCATED IN THE GEOMETRIC CENTER OF THE AIRPORT HS5425'BETWEEN RUNWAYS 12L-30R AND 12R-30L, JUST NORTHWEST OF TAXIWAY HS5425'F. HS5425'OWNERSHIP-CITY OF SAN JOSE, CITY HALL, SAN JOSE. HS5425'CONTACT- DEPUTY DIRECTOR OF AVIATION-ORVAL WELCH-1732 NORTH HS5425'FIRST STREET, SUITE 600, SAN JOSE, CALIF. 95112-4538. HS5425'PHONE-408-501-7600. HS5425'FAX-408-573-1671. SENIOR AIRPORT ENGINEER-MICHAEL D. HS5425'WITKOVSKI-PHONE-408-501-7725. FAX-408-573-1671. HS5425' HS5425'NOTE----AT TIME OF REPORT, THE AIRPORT IS UNDERGOING MAJOR HS5425'CONSTRUCTION--12L-30R IS BEING EXTENDED--NEW TAXIWAYS AND APRONS HS5425'NEW SERVICE ROADS. PLANS FOR ADDING AN 18 INCH CONCRETE OVERLAY HS5425'ON 12R-30L ARE FORTHCOMMING. HS5425' HS5425'NOTE--DISREGUARD THE 1994 DESCRIPTION--IT IS TOTALLY INNACURATE. HS5425' HS5425'NOTE--CONTACT THE OFFICE AT LEAST ONE WEEK IN ADVANCE TO ARANGE HS5425'FOR ESCORT--ESCORT REQUIRED. HS5425' HS5425'NOTE--NO TO REACH DESCRIPTION DUE TO MAJOR CONSTRUCTION AT TIME HS5425'OF REPORT. HS5425' HS5425'THE STATION MARK IS A NOS TOPOGRAPHIC DISK SET IN THE TOP OF A 25 HS5425'CM ROUND CONCRETE POST 53 CM BELOW GROUND WITH A 20 CM HS5425'DIAMETER BY 78 CM LONG PVC PIPE PROJECTING 25 CM ABOVE GROUND HS5425'PROVIDING ACCESS. HS5425'THE MARK IS 332 FEET SOUTH-SOUTHWEST OF A WINDSOCK POLE. 95.1 FT HS5425'NORTHEAST OF THE CEWNTER OF THE CURVE OF TAXIWAY F (THIS HS5425'MEASUREMENT WILL CHANGE WITH THE WIDENING OF THE TAXIWAY) . 73.2 HS5425'FT NORTH OF THE NORTH CORNER OF A DOUBLE TRAPDOOR OF AN HS5425'ELECTRICAL VAULT. 44.9 FT WEST FROM THE CENTER OF A SQUARE CATCH HS5425'BASIN. AND 1.3 FT NORTHEAST OF A CARSONITE WITNESS POST. HS5425' HS5425 HS5425 STATION RECOVERY (2001) HS5425 HS5425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (KRN) HS5425'THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION HS5425'(PACS). HS5425' HS5425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001. HS5425' HS5425'THIS STATION IS LOCATED IN THE GEOMETRIC CENTER OF THE AIRPORT HS5425'BETWEEN RUNWAYS 12L-30R AND 12R-30L, JUST NORTHWEST OF TAXIWAY HS5425'F. HS5425'OWNERSHIP-CITY OF SAN JOSE, CITY HALL, SAN JOSE. HS5425'CONTACT- DEPUTY DIRECTOR OF AVIATION-ORVAL WELCH-1732 NORTH HS5425'FIRST STREET, SUITE 600, SAN JOSE, CALIF. 95112-4538. HS5425'PHONE-408-501-7600. HS5425'FAX-408-573-1671. SENIOR AIRPORT ENGINEER-MICHAEL D. HS5425'WITKOVSKI-PHONE-408-501-7725. FAX-408-573-1671. HS5425' HS5425'NOTE----AT TIME OF REPORT, THE AIRPORT IS UNDERGOING MAJOR HS5425'CONSTRUCTION--12L-30R IS BEING EXTENDED--NEW TAXIWAYS AND APRONS HS5425'NEW SERVICE ROADS. PLANS FOR ADDING AN 18 INCH CONCRETE OVERLAY HS5425'ON 12R-30L ARE FORTHCOMMING. HS5425' HS5425'NOTE--DISREGUARD THE 1994 DESCRIPTION--IT IS TOTALLY INNACURATE. HS5425' HS5425'NOTE--CONTACT THE OFFICE AT LEAST ONE WEEK IN ADVANCE TO ARANGE HS5425'FOR ESCORT--ESCORT REQUIRED. HS5425' HS5425'NOTE--NO TO REACH DESCRIPTION DUE TO MAJOR CONSTRUCTION AT TIME HS5425'OF REPORT. HS5425' HS5425'THE STATION MARK IS A NOS TOPOGRAPHIC DISK SET IN THE TOP OF A 25 HS5425'CM ROUND CONCRETE POST 53 CM BELOW GROUND WITH A 20 CM HS5425'DIAMETER BY 78 CM LONG PVC PIPE PROJECTING 25 CM ABOVE GROUND HS5425'PROVIDING ACCESS. HS5425'THE MARK IS 332 FEET SOUTH-SOUTHWEST OF A WINDSOCK POLE. 95.1 FT HS5425'NORTHEAST OF THE CEWNTER OF THE CURVE OF TAXIWAY F (THIS HS5425'MEASUREMENT WILL CHANGE WITH THE WIDENING OF THE TAXIWAY) . 73.2 HS5425'FT NORTH OF THE NORTH CORNER OF A DOUBLE TRAPDOOR OF AN HS5425'ELECTRICAL VAULT. 44.9 FT WEST FROM THE CENTER OF A SQUARE CATCH HS5425'BASIN. AND 1.3 FT NORTHEAST OF A CARSONITE WITNESS POST. HS5425' HS5425 HS5425 STATION RECOVERY (2005) HS5425 HS5425'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KM) HS5425'NEGLECT OF AREA AND CHANGES TO LANDMARKS HAVE RENDERED MARK UNABLE TO HS5425'BE LOCATED. ILLUMINATED 12R SIGN APPEARS TO HAVE BEEN RELOCATED. CATCH HS5425'BASIN APPEARS TO HAVE BEEN REMOVED. THERE IS NO LONGER A 1.5 METER HS5425'HIGH STEEL PIPE ANYWHERE NEAR THE REPORTED AREA. IT IS POSSIBLE THAT HS5425'THE MARK REMAINS, BUT IT WOULD BE DIFFICULT TO LOCATE IN THE HIGHLY HS5425'OVERGROWN WEEDS. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DF5164 *********************************************************************** DF5164 PACS - This is a Primary Airport Control Station. DF5164 DESIGNATION - SJC J DF5164 PID - DF5164 DF5164 STATE/COUNTY- CA/SANTA CLARA DF5164 USGS QUAD - SAN JOSE WEST (1980) DF5164 DF5164 *CURRENT SURVEY CONTROL DF5164 ___________________________________________________________________ DF5164* NAD 83(1998)- 37 21 34.59833(N) 121 55 52.13311(W) ADJUSTED DF5164* NAVD 88 - 14.14 (meters) 46.4 (feet) GPS OBS DF5164 ___________________________________________________________________ DF5164 EPOCH DATE - 2002.00 DF5164 X - -2,684,621.361 (meters) COMP DF5164 Y - -4,307,802.736 (meters) COMP DF5164 Z - 3,849,179.869 (meters) COMP DF5164 LAPLACE CORR- 1.27 (seconds) DEFLEC99 DF5164 ELLIP HEIGHT- -18.48 (meters) (04/02/03) GPS OBS DF5164 GEOID HEIGHT- -32.60 (meters) GEOID03 DF5164 DF5164 HORZ ORDER - B DF5164 ELLP ORDER - THIRD CLASS I DF5164 DF5164.This mark is at San Jose Intl Airport (SJC) DF5164 DF5164.The horizontal coordinates were established by GPS observations DF5164.and adjusted by the National Geodetic Survey in April 2003. DF5164.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DF5164.DATUM ITEM on the data sheet items page. DF5164.The horizontal coordinates are valid at the epoch date displayed above. DF5164.The epoch date for horizontal control is a decimal equivalence DF5164.of Year/Month/Day. DF5164 DF5164.The orthometric height was determined by GPS observations and a DF5164.high-resolution geoid model. DF5164 DF5164.GPS derived orthometric heights for airport stations designated as DF5164.PACS or SACS are published to 2 decimal places. This maintains DF5164.centimeter relative accuracy between the PACS and SACS. It does DF5164.not indicate centimeter accuracy relative to other marks which are DF5164.part of the NAVD 88 network. DF5164 DF5164.Photographs are available for this station. DF5164 DF5164.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5164 DF5164.The Laplace correction was computed from DEFLEC99 derived deflections. DF5164 DF5164.The ellipsoidal height was determined by GPS observations DF5164.and is referenced to NAD 83. DF5164 DF5164.The geoid height was determined by GEOID03. DF5164 DF5164; North East Units Scale Factor Converg. DF5164;SPC CA 3 - 596,369.660 1,873,224.528 MT 0.99995238 -0 52 34.3 DF5164;SPC CA 3 - 1,956,589.46 6,145,737.47 sFT 0.99995238 -0 52 34.3 DF5164;UTM 10 - 4,135,302.145 594,653.955 MT 0.99971036 +0 38 55.1 DF5164 DF5164! - Elev Factor x Scale Factor = Combined Factor DF5164!SPC CA 3 - 1.00000290 x 0.99995238 = 0.99995528 DF5164!UTM 10 - 1.00000290 x 0.99971036 = 0.99971326 DF5164 DF5164 SUPERSEDED SURVEY CONTROL DF5164 DF5164.No superseded survey control is available for this station. DF5164 DF5164_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG9465435302(NAD 83) DF5164_MARKER: DH = HORIZONTAL CONTROL DISK DF5164_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS DF5164_SP_SET: 12 FEET DEEP ELECTRICAL VAULT DF5164_STAMPING: SJC J 2003 DF5164_MARK LOGO: NGS DF5164_MAGNETIC: N = NO MAGNETIC MATERIAL DF5164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DF5164+STABILITY: POSITION/ELEVATION WELL DF5164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5164+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2003 DF5164 DF5164 HISTORY - Date Condition Report By DF5164 HISTORY - 20030224 MONUMENTED NGS DF5164 HISTORY - 20030314 GOOD NGS DF5164 HISTORY - 20030314 GOOD NGS DF5164 HISTORY - 20040205 POOR NGS DF5164 HISTORY - 20050630 POOR INDIV DF5164 DF5164 STATION DESCRIPTION DF5164 DF5164'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (AJL) DF5164'THIS STATION HAS BEEN DESIGNATED AS THE PACS. DF5164'THE STATION IS LOCATED 5.0 MILES NORTH OF SAN JOSE, CA AT THE SAN JOSE DF5164'INTERNATIONAL DF5164'AIRPORT.ON THE WEST SIDE OF THE FIELD AT MID FIELD AND JUST SOUTHEAST DF5164'OF THE CONTROL DF5164'TOWER. DF5164' DF5164'OWNERSHIP--CITY OF SAN JOSE, CA 1732 NORTH FIRST STREET SAN JOSE, CA DF5164'95112 DF5164'CONTACT INFORMATION--MARK E. WITSOE-- AIRPORT OPERATIONS DF5164'SUPERINTENDENT PHONE DF5164'408-277-4394 FOR AIRPORT INFORMATION AND ACCESS TO THE FIELD. DF5164' DF5164'TO REACH THE STATION FROM THE OVERPASS OF JUNCTION US INTERSTATE DF5164'HIGHWAY 880 AND DF5164'COLEMAN AVENUE 5.0 MILES NORTH 0F SAN JOSE, GO NORTH ON COLEMAN AVENUE DF5164'FOR 0.3 MILES TO DF5164'AIRPORT GATE NUMBER 168. PASS THRU GATE AND GO NORTH 0.1 MILES TO THE DF5164'NORTHWEST END DF5164'OF A ROW OF HANGERS. TURN RIGHT NORTHEAST FOR 0.05 MILES TO SERVICE DF5164'ROAD. TURN LEFT DF5164'NORTH ON ROAD FOR 0.6 MILES TO THE CONTROL TOWER AND THE STATION ON DF5164'THE RIGHT. DF5164' DF5164'SET IN THE SOUTH CORNER OF THE SOUTHERN MOST 1 OF 2 7 X 9 FEET DF5164'ELECTRICAL VAULTS. DF5164'136.2 FEET EAST OF THE NORTHEAST CORNER OF CONTROL TOWER. DF5164'81.8 FEET SOUTHWEST OF THE CENTERLINE OF TAXIWAY V. DF5164'37.2 FEET NORTHEAST OF SERVICE ROAD. DF5164'34.2 FEET NORTH OF OF THE CENTER OF A 5 X 5 ROUND METAL DRAIN. DF5164'0.6 FEET NORTH OF THE SOUTH CORNER OF THE CONCRETE VAULT. DF5164' DF5164 DF5164 STATION RECOVERY (2003) DF5164 DF5164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL) DF5164'RECOVERED AS DESCRIBED. DF5164' DF5164' DF5164' DF5164' DF5164 DF5164 STATION RECOVERY (2004) DF5164 DF5164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 DF5164'STATION SJC J (PID DF5164) HAS BEEN DESTROYED. THE IDENTIFICATION DF5164'MARKS/LETTERS HAVE DF5164'BEEN GROUND DOWN AND ARE NO LONGER VISIBLE. DF5164 DF5164 STATION RECOVERY (2005) DF5164 DF5164'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KM) DF5164'AS DESCRIBED IN 2004 RECOVERY, MARKS HAVE BEEN GROUND DOWN. ENOUGH DF5164'MARKS ARE LEFT TO IDENTIFY MEDALLION AS A NGS MEDALLION AND LOCATION DF5164'INDICATES THAT IT IS INDEED DF5164. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DF5168 *********************************************************************** DF5168 SACS - This is a Secondary Airport Control Station. DF5168 DESIGNATION - SJC K DF5168 PID - DF5168 DF5168 STATE/COUNTY- CA/SANTA CLARA DF5168 USGS QUAD - SAN JOSE WEST (1980) DF5168 DF5168 *CURRENT SURVEY CONTROL DF5168 ___________________________________________________________________ DF5168* NAD 83(1998)- 37 21 05.87384(N) 121 55 07.58877(W) ADJUSTED DF5168* NAVD 88 - 16.68 (meters) 54.7 (feet) GPS OBS DF5168 ___________________________________________________________________ DF5168 EPOCH DATE - 2002.00 DF5168 X - -2,683,976.152 (meters) COMP DF5168 Y - -4,308,840.182 (meters) COMP DF5168 Z - 3,848,477.505 (meters) COMP DF5168 LAPLACE CORR- 1.53 (seconds) DEFLEC99 DF5168 ELLIP HEIGHT- -15.94 (meters) (04/02/03) GPS OBS DF5168 GEOID HEIGHT- -32.59 (meters) GEOID03 DF5168 DF5168 HORZ ORDER - FIRST DF5168 ELLP ORDER - THIRD CLASS I DF5168 DF5168.This mark is at San Jose Intl Airport (SJC) DF5168 DF5168.The horizontal coordinates were established by GPS observations DF5168.and adjusted by the National Geodetic Survey in April 2003. DF5168.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DF5168.DATUM ITEM on the data sheet items page. DF5168.The horizontal coordinates are valid at the epoch date displayed above. DF5168.The epoch date for horizontal control is a decimal equivalence DF5168.of Year/Month/Day. DF5168 DF5168.The orthometric height was determined by GPS observations and a DF5168.high-resolution geoid model. DF5168 DF5168.GPS derived orthometric heights for airport stations designated as DF5168.PACS or SACS are published to 2 decimal places. This maintains DF5168.centimeter relative accuracy between the PACS and SACS. It does DF5168.not indicate centimeter accuracy relative to other marks which are DF5168.part of the NAVD 88 network. DF5168 DF5168.Photographs are available for this station. DF5168 DF5168.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5168 DF5168.The Laplace correction was computed from DEFLEC99 derived deflections. DF5168 DF5168.The ellipsoidal height was determined by GPS observations DF5168.and is referenced to NAD 83. DF5168 DF5168.The geoid height was determined by GEOID03. DF5168 DF5168; North East Units Scale Factor Converg. DF5168;SPC CA 3 - 595,467.568 1,874,307.096 MT 0.99995333 -0 52 07.0 DF5168;SPC CA 3 - 1,953,629.85 6,149,289.20 sFT 0.99995333 -0 52 07.0 DF5168;UTM 10 - 4,134,429.388 595,759.876 MT 0.99971295 +0 39 21.7 DF5168 DF5168! - Elev Factor x Scale Factor = Combined Factor DF5168!SPC CA 3 - 1.00000250 x 0.99995333 = 0.99995583 DF5168!UTM 10 - 1.00000250 x 0.99971295 = 0.99971545 DF5168 DF5168 SUPERSEDED SURVEY CONTROL DF5168 DF5168.No superseded survey control is available for this station. DF5168 DF5168_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG9576034429(NAD 83) DF5168_MARKER: DH = HORIZONTAL CONTROL DISK DF5168_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES DF5168_SP_SET: 6 FEET DEEP ELECTRICAL VAULT DF5168_STAMPING: SJC K 2003 DF5168_MARK LOGO: NGS DF5168_MAGNETIC: N = NO MAGNETIC MATERIAL DF5168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5168+STABILITY: SURFACE MOTION DF5168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5168+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2003 DF5168 DF5168 HISTORY - Date Condition Report By DF5168 HISTORY - 20030224 MONUMENTED NGS DF5168 HISTORY - 20030314 GOOD NGS DF5168 HISTORY - 20050630 MARK NOT FOUND INDIV DF5168 DF5168 STATION DESCRIPTION DF5168 DF5168'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (AJL) DF5168'THIS STATION HAS BEEN DESIGNATED AS THE SACS DF5168'THE STATION IS LOCATED 5.0 MILES NORTH OF SAN JOSE, CA AT THE SAN DF5168'JOSE INTERNATIONAL DF5168'AIRPORT.ON THE WEST SIDE OF THE FIELD AT THE SOUHTWEST END OF THE DF5168'FIELD IN A GRASS DF5168'ISLAND. BETWEEN PERIMETER ROAD AND TAXIWAY B. DF5168' DF5168'OWNERSHIP--CITY OF SAN JOSE, CA 1732 NORTH FIRST STREET SAN JOSE, CA DF5168'95112 DF5168'CONTACT INFORMATION--MARK E. WITSOE-- AIRPORT OPERATIONS DF5168'SUPERINTENDENT PHONE DF5168'408-277-4394 FOR AIRPORT INFORMATION AND ACCESS TO THE FIELD. DF5168' DF5168'TO REACH THE STATION FROM THE OVERPASS OF JUNCTION US INTERSTATE DF5168'HIGHWAY 880 AND DF5168'COLEMAN AVENUE 5.0 MILES NORTH 0F SAN JOSE, GO NORTH ON COLEMAN AVENUE DF5168'FOR 0.3 MILES TO DF5168'AIRPORT GATE NUMBER 168. PASS THRU GATE AND GO NORTH 0.1 MILES TO THE DF5168'NORTHWEST END DF5168'OF A ROW OF HANGERS. TURN RIGHT NORTHEAST FOR 0.05 MILES TO RAMP, GO DF5168'NORTHEAST ON DF5168'RAMP FOR 0.05 MILES TO TAXIWAY C. CONTINUE NORTHEAST ON TAXIWAY FOR DF5168'0.1 MILES TO TAXIWAY DF5168'W. TURN RIGHT SOUTHEAST ON TAXIWAY W AND GO 0.3 MILES TO A PAVED DF5168'PERIMETER ROAD. TURN DF5168'LEFT EAST ON ROAD AND GO 0.05 MILES TO THE STATION ON THE LEFT. DF5168' DF5168'SET IN THE NORTHEAST INNER CONCRETE RIM OF A 8 X 8 FOOT CONCRETE DF5168'ELECTRICAL VAULT. DF5168'282.0 FEET NORTH OF THE NORTHWEST FACE OF THE LOC BUILDING. DF5168'238.0 FEET SOUTHEAST OF THE SOUTHEAST END OF A TAXIWAY SIGN B. DF5168'109.1 FEET WEST OF AN ELECTRIC JUNCTION BOX. DF5168'45.6 FEET NORTH OF THE CENTER OF A 4 X 4 METAL DRAIN. DF5168'3.0 FEET SOUTH OF THE NORTHERN MOST CORNER OF VAULT. DF5168' DF5168' DF5168 DF5168 STATION RECOVERY (2005) DF5168 DF5168'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KM) DF5168'RECENT CONSTRUCTION OF TAXIWAY AND ACCESS ROAD(S) HAVE RESULTED IN THE DF5168'REMOVAL/RELOCATION OF THE ELECTRICAL VAULTS IN THIS SECTION OF THE DF5168'AIRPORT. THERE ARE NO LONGER ANY ELECTRICAL VAULTS THAT ARE IN THE DF5168'CORRECT LOCATION, AND NEAREST VAULT HAS NO SIGN OF A NGS MEDALLION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 AH5765 *********************************************************************** AH5765 DESIGNATION - W 1122 RESET AH5765 PID - AH5765 AH5765 STATE/COUNTY- CA/SANTA CLARA AH5765 USGS QUAD - MOUNTAIN VIEW (1997) AH5765 AH5765 *CURRENT SURVEY CONTROL AH5765 ___________________________________________________________________ AH5765* NAD 83(1986)- 37 24 17. (N) 122 01 34. (W) SCALED AH5765* NAVD 88 - 7.42 (+/-2cm) 24.3 (feet) VERTCON AH5765 ___________________________________________________________________ AH5765 GEOID HEIGHT- -32.59 (meters) GEOID03 AH5765 AH5765 VERT ORDER - THIRD (See Below) AH5765 AH5765.The horizontal coordinates were scaled from a topographic map and have AH5765.an estimated accuracy of +/- 6 seconds. AH5765 AH5765.The NAVD 88 height was computed by applying the VERTCON shift value to AH5765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH5765.The vertical order pertains to the NGVD 29 superseded value. AH5765 AH5765.The geoid height was determined by GEOID03. AH5765 AH5765; North East Units Estimated Accuracy AH5765;SPC CA 3 - 601,510. 1,864,900. MT (+/- 180 meters Scaled) AH5765 AH5765 SUPERSEDED SURVEY CONTROL AH5765 AH5765 NGVD 29 (08/19/04) 6.60 (m) 21.7 (f) RESET 3 AH5765 AH5765.Superseded values are not recommended for survey control. AH5765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH5765.See file dsdata.txt to determine how the superseded data were derived. AH5765 AH5765_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG861402(NAD 83) AH5765_MARKER: DV = VERTICAL CONTROL DISK AH5765_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AH5765_SP_SET: ENTRANCE RAMP AH5765_STAMPING: W 1122 RESET 1976 AH5765_MARK LOGO: NGS AH5765_PROJECTION: FLUSH AH5765_MAGNETIC: N = NO MAGNETIC MATERIAL AH5765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AH5765 AH5765 HISTORY - Date Condition Report By AH5765 HISTORY - 1976 MONUMENTED NGS AH5765 HISTORY - 20050627 MARK NOT FOUND INDIV AH5765 AH5765 STATION DESCRIPTION AH5765 AH5765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AH5765'1.75 MILES (2.82 KM) EAST ALONG BAYSHORE FREEWAY FROM THE MOFFETT AH5765'BLVD. OVERCROSSING AT MOUNTAIN VIEW, THENCE 0.5 MILE (0.8 KM) AH5765'NORTHEAST ALONG STATE HIGHWAY 237, THENCE 0.15 MILE (0.24 KM) NORTH AH5765'ALONG NORTH MATHILDA AVENUE AT US AIR FORCE SATELLITE TEST CENTER AH5765'BUILDING, SET IN THE TOP OF THE CONCRETE ENTRANCE RAMP AT A 10 FOOT AH5765'(3.0 M) WIDE DOORWAY AT THE EAST SIDE OF THE BUILDING, ABOUT 210 FEET AH5765'(64.0 M) WEST OF THE CENTERLINE OF THE WEST LANES OF THE AVENUE, 0.8 AH5765'FOOT (24.4 CM) NORTHEAST OF THE NORTH EDGE OF THE DOORWAY, 0.5 FOOT AH5765'(15.2 CM) EAST OF THE EAST WALL OF THE BUILDING, AND ABOUT 3 FEET (0.9 AH5765'M) HIGHER THAN THE AVENUE. AH5765 AH5765 STATION RECOVERY (2005) AH5765 AH5765'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KM) AH5765'GOOGLE MAPS SATELLITE VIEW INDICATES COORDINATES ARE IN THE MIDDLE OF AH5765'MATHILDA AVENUE. DESCRIPTION INDICATES BUILDING THAT IS ON THE GROUNDS AH5765'OF LOCKHEED MARTIN AND IS THEREFORE RESTRICTED. UNABLE TO GAIN ENTRY AH5765'TO VERIFY IF MARK IS STILL PRESENT. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 HS2927 *********************************************************************** HS2927 DESIGNATION - W 626 RESET 1961 HS2927 PID - HS2927 HS2927 STATE/COUNTY- CA/SANTA CLARA HS2927 USGS QUAD - MILPITAS (1980) HS2927 HS2927 *CURRENT SURVEY CONTROL HS2927 ___________________________________________________________________ HS2927* NAD 83(1986)- 37 22 47. (N) 121 59 40. (W) SCALED HS2927* NAVD 88 - 14.66 (+/-2cm) 48.1 (feet) VERTCON HS2927 ___________________________________________________________________ HS2927 GEOID HEIGHT- -32.61 (meters) GEOID03 HS2927 HS2927 VERT ORDER - FIRST CLASS II (See Below) HS2927 HS2927.The horizontal coordinates were scaled from a topographic map and have HS2927.an estimated accuracy of +/- 6 seconds. HS2927 HS2927.The NAVD 88 height was computed by applying the VERTCON shift value to HS2927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS2927.The vertical order pertains to the NGVD 29 superseded value. HS2927 HS2927.The geoid height was determined by GEOID03. HS2927 HS2927; North East Units Estimated Accuracy HS2927;SPC CA 3 - 598,690. 1,867,650. MT (+/- 180 meters Scaled) HS2927 HS2927 SUPERSEDED SURVEY CONTROL HS2927 HS2927 NGVD 29 (??/??/92) 13.834 (m) 45.39 (f) ADJ UNCH 1 2 HS2927 HS2927.Superseded values are not recommended for survey control. HS2927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2927.See file dsdata.txt to determine how the superseded data were derived. HS2927 HS2927_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG890374(NAD 83) HS2927_MARKER: DB = BENCH MARK DISK HS2927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS2927_SP_SET: SET IN TOP OF CONCRETE MONUMENT HS2927_STAMPING: W 626 RESET 1961 HS2927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS2927+STABILITY: SURFACE MOTION HS2927 HS2927 HISTORY - Date Condition Report By HS2927 HISTORY - 1961 MONUMENTED CGS HS2927 HISTORY - 1967 GOOD NGS HS2927 HISTORY - 20050627 MARK NOT FOUND INDIV HS2927 HS2927 STATION DESCRIPTION HS2927 HS2927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 HS2927'0.8 MI N FROM SANTA CLARA. HS2927'0.85 MILE NORTH ALONG LAWRENCE EXPRESSWAY FROM JEFFERSON HS2927'SCHOOL AT SANTA CLARA, 0.65 MILE NORTH OF BENCH MARK Z 626, 10.8 HS2927'FEET WEST OF THE WEST CURB OF THE EXPRESSWAY, 201 FEET SOUTH OF HS2927'THE SOUTH CURB OF EAST ARQUES AVENUE, 9 FEET WEST OF POWER POLE HS2927'LC 40350-7-827-K1/1, 8 1/2 FEET WEST-NORTHWEST OF A STEEL STREET HS2927'LIGHT POLE, 0.9 FOOT EAST OF THE NORTH END OF A CYCLONE FENCE, HS2927'0.5 FOOT SOUTH OF THE SOUTH EDGE OF A SIDEWALK, ABOUT LEVEL WITH HS2927'THE EXPRESSWAY CURB, AND SET IN THE TOP OF A CONCRETE POST FLUSH HS2927'WITH THE GROUND. HS2927 HS2927 STATION RECOVERY (2005) HS2927 HS2927'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KM) HS2927'DESCRIPTION FROM 1967 IS NOT CURRENT. GPS COORDINATES INDICATE A HS2927'POSITION APPROXIMATELY 400 FT. EAST OF THE EAST CURB OF LAWRENCE HS2927'EXPRESSWAY AND APPROXIMATELY 200 FT. SOUTH OF THE SOUTH CURB OF EAST HS2927'ARQUES AVENUE. LOCATION IS CURRENTLY OCCUPIED BY AN OFFICE COMPLEX. HS2927'SATELLITE VIEW FROM GOOGLE MAPS CONFIRMS ON-SITE OBSERVATION. MARKER HS2927'LIKELY DESTROYED DURING CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 HT1153 *********************************************************************** HT1153 DESIGNATION - Z 878 RESET 1958 HT1153 PID - HT1153 HT1153 STATE/COUNTY- CA/SANTA CLARA HT1153 USGS QUAD - MOUNTAIN VIEW (1997) HT1153 HT1153 *CURRENT SURVEY CONTROL HT1153 ___________________________________________________________________ HT1153* NAD 83(1986)- 37 24 06. (N) 122 01 49. (W) SCALED HT1153* NAVD 88 - 8.37 (+/-2cm) 27.5 (feet) VERTCON HT1153 ___________________________________________________________________ HT1153 GEOID HEIGHT- -32.59 (meters) GEOID03 HT1153 HT1153 VERT ORDER - FIRST CLASS II (See Below) HT1153 HT1153.The horizontal coordinates were scaled from a topographic map and have HT1153.an estimated accuracy of +/- 6 seconds. HT1153 HT1153.The NAVD 88 height was computed by applying the VERTCON shift value to HT1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT1153.The vertical order pertains to the NGVD 29 superseded value. HT1153 HT1153.The geoid height was determined by GEOID03. HT1153 HT1153; North East Units Estimated Accuracy HT1153;SPC CA 3 - 601,180. 1,864,520. MT (+/- 180 meters Scaled) HT1153 HT1153 SUPERSEDED SURVEY CONTROL HT1153 HT1153 NGVD 29 (??/??/92) 7.543 (m) 24.75 (f) ADJ UNCH 1 2 HT1153 HT1153.Superseded values are not recommended for survey control. HT1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT1153.See file dsdata.txt to determine how the superseded data were derived. HT1153 HT1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG858398(NAD 83) HT1153_MARKER: DB = BENCH MARK DISK HT1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HT1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT HT1153_STAMPING: Z 878 RESET 1958 HT1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HT1153+STABILITY: SURFACE MOTION HT1153 HT1153 HISTORY - Date Condition Report By HT1153 HISTORY - 1958 MONUMENTED CGS HT1153 HISTORY - 1967 GOOD NGS HT1153 HISTORY - 20050627 MARK NOT FOUND INDIV HT1153 HT1153 STATION DESCRIPTION HT1153 HT1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 HT1153'2.1 MI E FROM MOUNTAIN VIEW. HT1153'1.75 MILES EAST ALONG THE BAYSHORE FREEWAY FROM THE MOFFETT HT1153'BOULEVARD OVERPASS AT MOUNTAIN VIEW, THENCE 0.35 MILE NORTHEAST HT1153'ALONG STATE HIGHWAY 237, 0.15 MILE SOUTHEAST OF MATHILDA AVENUE HT1153'OVERPASS, 0.05 MILE NORTHEAST OF LOCKHEED BUILDING NO. 104, 65 HT1153'FEET NORTHWEST AND ACROSS MOFFETT PARK ROAD FROM THE EDGE OF THE HT1153'NORTHWEST LANES OF THE HIGHWAY, 28 1/2 FEET NORTHWEST OF THE HT1153'CENTER LINE OF MOFFETT PARK ROAD, 61 FEET SOUTHWEST OF THE CENTER HT1153'LINE OF A STREET, 63 1/2 FEET SOUTHEAST OF THE CENTER LINE OF A HT1153'FRONTAGE ROAD, 45 FEET SOUTHWEST OF THE CENTER OF THE SOUTHWEST HT1153'END OF A 10-FOOT CONCRETE PIPE CULVERT UNDER A STREET, 1.7 FEET HT1153'NORTHWEST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE ROAD, HT1153'AND SET IN THE TOP OF A CONCRETE POST 0.6 FOOT UNDERGROUND. HT1153 HT1153 STATION RECOVERY (2005) HT1153 HT1153'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KM) HT1153'GOOGLE MAPS SATELLITE VIEW INDICATES COORDINATES LOCATED SOUTH OF HT1153'HIGHWAY. ASSUMING COORDINATES ARE IN ERROR, DESCRIPTION INDICATES HT1153'LOCATION INSIDE LOCKHEED MARTIN WHICH IS RESTRICTED ACCESS. UNABLE TO HT1153'GAIN ENTRY TO VERIFY IF MARKER IS STILL IN PLACE.