1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 GU2656 *********************************************************************** GU2656 CBN - This is a Cooperative Base Network Control Station. GU2656 DESIGNATION - FELIPE AZ MK GU2656 PID - GU2656 GU2656 STATE/COUNTY- CA/SANTA CLARA GU2656 USGS QUAD - SAN FELIPE (1971) GU2656 GU2656 *CURRENT SURVEY CONTROL GU2656 ___________________________________________________________________ GU2656* NAD 83(1998)- 36 57 40.54079(N) 121 23 55.48706(W) ADJUSTED GU2656* NAVD 88 - 135.665 (meters) 445.09 (feet) ADJUSTED GU2656 ___________________________________________________________________ GU2656 EPOCH DATE - 1998.50 GU2656 X - -2,658,440.486 (meters) COMP GU2656 Y - -4,355,438.941 (meters) COMP GU2656 Z - 3,814,020.757 (meters) COMP GU2656 LAPLACE CORR- 3.47 (seconds) DEFLEC99 GU2656 ELLIP HEIGHT- 102.94 (meters) (04/06/00) GPS OBS GU2656 GEOID HEIGHT- -32.70 (meters) GEOID99 GU2656 DYNAMIC HT - 135.558 (meters) 444.74 (feet) COMP GU2656 MODELED GRAV- 979,843.9 (mgal) NAVD 88 GU2656 GU2656 HORZ ORDER - A GU2656 VERT ORDER - FIRST CLASS I GU2656 ELLP ORDER - THIRD CLASS I GU2656 GU2656.ITRF positions are available for this station. GU2656.The horizontal coordinates were established by GPS observations GU2656.and adjusted by the National Geodetic Survey in April 2000. GU2656.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GU2656.DATUM ITEM on the data sheet items page. GU2656.The horizontal coordinates are valid at the epoch date displayed above. GU2656.The epoch date for horizontal control is a decimal equivalence GU2656.of Year/Month/Day. GU2656 GU2656.The orthometric height was determined by differential leveling GU2656.and adjusted by the National Geodetic Survey in June 1991. GU2656 GU2656.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU2656 GU2656.The Laplace correction was computed from DEFLEC99 derived deflections. GU2656 GU2656.The ellipsoidal height was determined by GPS observations GU2656.and is referenced to NAD 83. GU2656 GU2656.The geoid height was determined by GEOID99. GU2656 GU2656.The dynamic height is computed by dividing the NAVD 88 GU2656.geopotential number by the normal gravity value computed on the GU2656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GU2656.degrees latitude (g = 980.6199 gals.). GU2656 GU2656.The modeled gravity was interpolated from observed gravity values. GU2656 GU2656; North East Units Scale Converg. GU2656;SPC CA 3 - 551,576.265 1,919,959.867 MT 1.00002345 -0 33 00.9 GU2656;SPC CA 3 - 1,809,629.80 6,299,068.33 sFT 1.00002345 -0 33 00.9 GU2656;SPC CA 4 - 683,306.895 1,786,406.517 MT 0.99995785 -1 25 51.8 GU2656;SPC CA 4 - 2,241,816.04 5,860,902.05 sFT 0.99995785 -1 25 51.8 GU2656;UTM 10 - 4,091,772.862 642,550.681 MT 0.99985034 +0 57 46.6 GU2656 GU2656 SUPERSEDED SURVEY CONTROL GU2656 GU2656 ELLIP HT - 102.97 (m) (11/17/92) GP( ) 5 1 GU2656 NAD 83(1992)- 36 57 40.53740(N) 121 23 55.48206(W) AD(1991.35) B GU2656 ELLIP HT - 102.97 (m) (05/15/92) GP(1991.35) 4 2 GU2656 NAD 83(1986)- 36 57 40.54034(N) 121 23 55.48079(W) AD(1984.00) 3 GU2656 NAD 27 - 36 57 40.73358(N) 121 23 51.72782(W) AD( ) 3 GU2656 NGVD 29 - 134.783 (m) 442.20 (f) ADJUSTED 1 1 GU2656 GU2656.Superseded values are not recommended for survey control. GU2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU2656.See file dsdata.txt to determine how the superseded data were derived. GU2656 GU2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF4255191773(NAD 83) GU2656_MARKER: DZ = AZIMUTH MARK DISK GU2656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU2656_STAMPING: FELIPE 1962 GU2656_MARK LOGO: CGS GU2656_PROJECTION: FLUSH GU2656_MAGNETIC: N = NO MAGNETIC MATERIAL GU2656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU2656+STABILITY: SURFACE MOTION GU2656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU2656+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003 GU2656 GU2656 HISTORY - Date Condition Report By GU2656 HISTORY - 1962 MONUMENTED CGS GU2656 HISTORY - 1972 GOOD NGS GU2656 HISTORY - 19881019 GOOD NGS GU2656 HISTORY - 19910515 GOOD NGS GU2656 HISTORY - 19920609 GOOD NGS GU2656 HISTORY - 19921024 GOOD CA-085 GU2656 HISTORY - 19930511 GOOD CADT GU2656 HISTORY - 19930511 GOOD CADT GU2656 HISTORY - 19940209 GOOD NGS GU2656 HISTORY - 19980708 GOOD CADT GU2656 HISTORY - 20030610 GOOD CADPR GU2656 GU2656 STATION DESCRIPTION GU2656 GU2656'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RDM) GU2656'THE AZIMUTH MARK IS ON THE WESTERLY SIDE OF STATE HIGHWAY 152 ABOUT GU2656'8.3 MILES NORTH OF HOLLISTER. GU2656' GU2656'TO REACH THE AZIMUTH MARK FROM THE U. S. POST OFFICE IN HOLLISTER, GU2656'GO WEST ON FIFTH STREET FOR 0.05 MILE TO THE JUNCTION WITH SAN GU2656'BENITO STREET AND STATE HIGHWAY 156. TURN RIGHT ON HIGHWAY 156 AND GU2656'GO NORTHERLY FOR 3.65 MILES TO A FORK AND A SIGN GILROY 15 GU2656'MILES. TAKE THE LEFT FORK, SAN FELIPE ROAD, AND CONTINUE GU2656'NORTHERLY FOR 2.7 MILES TO A CROSSROAD AT DUNNVILLE. CONTINUE GU2656'STRAIGHT AHEAD, NORTHERLY, ON SAN FELIPE ROAD FOR 2.1 MILES GU2656'TO THE SAN FELIPE MOBILE SERVICE STATION ON THE LEFT AND THE GU2656'INTERSECTION OF STATE HIGHWAY 152. TURN RIGHT ON HIGHWAY 152 GU2656'AND GO EASTERLY FOR 1.3 MILES TO THE TOP OF THE GRADE, A PULLOUT GU2656'AREA ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT. GU2656' GU2656'A POSITION ON THE AZIMUTH MARK WAS ESTABLISHED ON THIS DATE. GU2656' GU2656'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FELIPE 1962, SET GU2656'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 GU2656'INCHES. IT IS 39 FEET SOUTHEAST OF THE CENTERLINE OF STATE GU2656'HIGHWAY 152, 2.2 FEET SOUTHEAST OF A WITNESS POST AND 1 FOOT WEST GU2656'OF A WIRE FENCE. GU2656 GU2656 STATION RECOVERY (1972) GU2656 GU2656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GU2656'10.8 MI E FROM GILROY. GU2656'10.85 MILES EAST ALONG STATE HIGHWAY 152 FROM U.S. HIGHWAY 101 GU2656'UNDERPASS AT GILROY, AT THE NORTHEAST END OF AN ASPHALT TURNOUT, GU2656'AT THE SUMMIT OF A HILL, 149 FEET NORTHEAST OF THE NORTHEAST GU2656'END OF A STEEL GATE, 38 FEET SOUTHEAST OF THE CENTER LINE OF GU2656'THE HIGHWAY, 1.0 FEET NORTHWEST OF A FENCE, 2.3 FEET EAST OF GU2656'A WITNESS POST, 5 1/2 FEET HIGHER THAN THE HIGHWAY AND SET IN GU2656'THE TOP OF A CONCRETE POST PROJECTING 0.4 OF A FOOT. GU2656 GU2656 STATION RECOVERY (1988) GU2656 GU2656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 GU2656'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. ADD--47.8 GU2656'M (156.8 FT) EAST OF THE CENTER OF A STEEL GATE, 12.0 M (39.4 FT) GU2656'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.6 M (2.0 FT) EAST OF A GU2656'WITNESS POST. GU2656 GU2656 STATION RECOVERY (1991) GU2656 GU2656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 GU2656'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTH OF HOLLISTER. GU2656'TO REACH THE STATION FROM THE POST OFFICE IN HOLLISTER, GO WEST ON GU2656'FIFTH STREET FOR 0.05 MI (0.08 KM) TO SAN BENITO STREET AND STATE GU2656'HIGHWAY 156. TURN RIGHT ON HIGHWAY 156 AND GO NORTHERLY FOR 3.65 MI GU2656'(5.87 KM) TO A FORK AND SIGN, GILROY 15 MILES. TAKE THE LEFT FORK, GU2656'SAN FELIPE ROAD FOR 2.7 MI (4.3 KM) TO A CROSSROAD AT DUNNVILLE. GU2656'CONTINUE AHEAD, NORTHERLY, ON SAN FELIPE ROAD FOR 2.1 MI (3.4 KM) TO GU2656'THE SAN FELIPE SERVICE STATION ON THE LEFT AND THE JUNCTION OF STATE GU2656'HIGHWAY 152. TURN RIGHT ON HIGHWAY 152 AND GO EASTERLY FOR 1.3 MI GU2656'(2.1 KM) TO THE TOP OF THE GRADE, A PULLOUT AREA ON THE LEFT AND THE GU2656'STATION ON THE RIGHT. GU2656'THE STATION IS A STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE GU2656'CONCRETE POST PROJECTING 4 INCHES. LOCATED 39 FT (11.9 M) SOUTHEAST GU2656'OF THE CENTERLINE OF HIGHWAY 152, 2.2 FT (0.7 M) SOUTHEAST OF A GU2656'WITNESS POST AND 1 FT (0.3 M) WEST OF A WIRE FENCE. GU2656 GU2656 STATION RECOVERY (1992) GU2656 GU2656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 GU2656'STATION IS LOCATED ABOUT 14 KM (8.7 MI) EAST OF GILROY, 12 KM GU2656'(7.5 MI) NORTH OF HOLLISTER, 1.5 KM (0.9 MI) WEST OF (BY ROAD) THE GU2656'JUNCTION OF STATE HIGHWAYS 152 AND 156, ALONG HIGHWAY 152, AT THE TOP GU2656'OF A LONG GRADE, AT A PAVED EASTBOUND TURNOUT, ON RIGHT-OF-WAY. GU2656'OWNERSHIP--CALIFORNIA DEPARTMENT OF TRANSPORTATION. GU2656'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 101 AND 152 EAST IN GU2656'GILROY, GO EAST ON HIGHWAY 152 FOR 15.43 KM (9.59 MI) TO A PAVED ROAD GU2656'RIGHT (SAN FELIPE ROAD). CONTINUE AHEAD FOR 3.75 KM (2.33 MI) TO TOP GU2656'OF GRADE AND STATION ON THE RIGHT AT EAST END OF TURNOUT. GU2656'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST GU2656'PROJECTING 10 CM ON ITS NORTHWEST SIDE. IT IS 12.1 M (39.7 FT) GU2656'SOUTHEAST OF AND 1 M (3.3 FT) HIGHER THAN THE HIGHWAY CENTER, 0.2 M GU2656'(0.7 FT) NORTHWEST OF A FIBERGLASS WITNESS POST AND A STEEL POST IN GU2656'THE FENCE LINE, 0.7 M (2.3 FT) EAST OF A METAL WITNESS POST, 44.8 M GU2656'(147.0 FT) NORTHEAST OF THE NORTHEAST GATE POST AT A FIELD ENTRANCE GU2656'AND 40.5 M (132.9 FT) NORTHEAST OF THE NORTHWEST END OF A LARGE GU2656'BILLBOARD FOR CASA DE FRUITA. GU2656 GU2656 STATION RECOVERY (1992) GU2656 GU2656'RECOVERY NOTE BY SANTA CLARA COUNTY CALIFORNIA 1992 (JLP) GU2656'THE STATION WAS RECOVERED AS DESCRIBED. GU2656 GU2656 STATION RECOVERY (1993) GU2656 GU2656'RECOVERY NOTE BY CALTRANS 1993 GU2656'RECOVERED IN GOOD CONDITION. GU2656 GU2656 STATION RECOVERY (1993) GU2656 GU2656'RECOVERY NOTE BY CALTRANS 1993 GU2656'THE RECOVERY WAS ADEQUATE EXCEPT FOR THE FOLLOWING REVISIONS. GU2656'$ GU2656'THE STATION IS LOCATED AT STATE HIGHWAY 152 POST MILE 21.10. A PAVED GU2656'SHOULDER ADJACENT TO THE STATION PROVIDES ADEQUATE PARKING. GU2656'$ GU2656'THE STATION IS 1.0 FT (0.3 M) NORTH OF A 6 STRAND BARBED WIRE R/W GU2656'FENCE. GU2656 GU2656 STATION RECOVERY (1994) GU2656 GU2656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) GU2656'THE STATION IS LOCATED ABOUT 14 KM (8.7 MI) EAST OF GILROY, 12 KM (7.5 GU2656'MI) NORTH OF HOLLISTER, 1.5 KM (0.9 MI) WEST OF THE JUNCTION OF STATE GU2656'HIGHWAYS 152 AND 156, AND ALONG HWY 152 AT A PAVED EASTBOUND TURNOUT. GU2656'OWNERSHIP--CALIFORNIA DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE GU2656'JUNCTION OF STATE HIGHWAY 152 AND US HIGHWAY 101, IN GILROY, GO EAST GU2656'ON HIGHWAY 152 FOR 15.4 KM (9.6 MI) TO A PAVED ROAD RIGHT (SAN FELIPE GU2656'ROAD). CONTINUE EAST ON HWY 152 FOR 2.25 KM (1.40 MI) TO TOP OF GRADE GU2656'AND STATION ON THE RIGHT AT EAST END OF TURNOUT. STATION MARK IS A GU2656'STANDARD CGS AZIMUTH MARK DISK SET IN THE TOP OF A 30 CM SQUARE GU2656'CONCRETE POST PROJECTING 10 CM ON ITS NORTHWEST SIDE. IT IS 12.1 M GU2656'(39.7 FT) SOUTHEAST OF, AND 1 M (3.3 FT) HIGHER THAN, THE HIGHWAY GU2656'CENTER, 44.8 M (147.0 FT) NORTHEAST OF THE NORTHEAST GATE POST AT A GU2656'FIELD ENTRANCE, 40.5 M (132.9 FT) NORTHEAST OF THE NORTHWEST END OF A GU2656'LARGE BILLBOARD, 0.7 M (2.3 FT) EAST OF A METAL WITNESS POST, AND 0.2 GU2656'M (0.7 FT) NORTHWEST OF A FIBERGLASS WITNESS POST AND STEEL POST IN GU2656'THE FENCE LINE. GU2656 GU2656 STATION RECOVERY (1998) GU2656 GU2656'RECOVERY NOTE BY CALTRANS 1998 (REH) GU2656'RECOVERED AS DESCRIBED. GU2656 GU2656 STATION RECOVERY (2003) GU2656 GU2656'RECOVERY NOTE BY CA DEPT PARKS REC 2003 (DBK) GU2656'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AA1864 *********************************************************************** AA1864 DESIGNATION - HPGN D CA BELL AA1864 PID - AA1864 AA1864 STATE/COUNTY- CA/SANTA CLARA AA1864 USGS QUAD - PACHECO PEAK (1978) AA1864 AA1864 *CURRENT SURVEY CONTROL AA1864 ___________________________________________________________________ AA1864* NAD 83(1992)- 37 02 18.85621(N) 121 18 40.02582(W) ADJUSTED AA1864* NAVD 88 - 125.6 (meters) 412. (feet) GPS OBS AA1864 ___________________________________________________________________ AA1864 EPOCH DATE - 1991.35 AA1864 X - -2,649,088.782 (meters) COMP AA1864 Y - -4,355,081.611 (meters) COMP AA1864 Z - 3,820,867.051 (meters) COMP AA1864 LAPLACE CORR- 0.95 (seconds) DEFLEC99 AA1864 ELLIP HEIGHT- 93.23 (meters) (09/30/94) GPS OBS AA1864 GEOID HEIGHT- -32.33 (meters) GEOID99 AA1864 AA1864 HORZ ORDER - FIRST AA1864 ELLP ORDER - FOURTH CLASS II AA1864 AA1864.The horizontal coordinates were established by GPS observations AA1864.and adjusted by the National Geodetic Survey in September 1994. AA1864.The horizontal coordinates are valid at the epoch date displayed above. AA1864.The epoch date for horizontal control is a decimal equivalence AA1864.of Year/Month/Day. AA1864 AA1864.The orthometric height was determined by GPS observations and a AA1864.high-resolution geoid model. AA1864 AA1864.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA1864 AA1864.The Laplace correction was computed from DEFLEC99 derived deflections. AA1864 AA1864.The ellipsoidal height was determined by GPS observations AA1864.and is referenced to NAD 83. AA1864 AA1864.The geoid height was determined by GEOID99. AA1864 AA1864; North East Units Scale Converg. AA1864;SPC CA 3 - 560,084.439 1,927,837.967 MT 1.00000592 -0 29 47.7 AA1864;SPC CA 3 - 1,837,543.70 6,324,915.06 sFT 1.00000592 -0 29 47.7 AA1864;UTM 10 - 4,100,484.853 650,200.139 MT 0.99987792 +1 01 03.0 AA1864 AA1864 SUPERSEDED SURVEY CONTROL AA1864 AA1864.No superseded survey control is available for this station. AA1864 AA1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG5020000485(NAD 83) AA1864_MARKER: DD = SURVEY DISK AA1864_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AA1864_STAMPING: BELL HPGN-D 1992 AA1864_MARK LOGO: CA-085 AA1864_PROJECTION: FLUSH AA1864_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AA1864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA1864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA1864+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003 AA1864_ROD/PIPE-DEPTH: 1.7 meters AA1864 AA1864 HISTORY - Date Condition Report By AA1864 HISTORY - 1992 MONUMENTED CA-085 AA1864 HISTORY - 20030610 GOOD CADPR AA1864 AA1864 STATION DESCRIPTION AA1864 AA1864'DESCRIBED BY SANTA CLARA COUNTY CALIFORNIA 1992 (JLP) AA1864'THE STATION IS LOCATED NEAR THE BELL STATION ROAD HOUSE, ABOUT 14 MI AA1864'(22.5 KM) EAST OF THE CITY OF GILROY AND ABOUT 13 MI (20.9 KM) AA1864'NORTHEAST OF THE CITY OF HOLLISTER. AA1864' AA1864'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE AA1864'HIGHWAY 152 (EAST) IN THE CITY OF GILROY, GO EAST ON STATE HIGHWAY 152 AA1864'FOR 11.9 MI (19.2 KM) TO THE JUNCTION OF STATE HIGHWAY 156. CONTINUE AA1864'EAST ON STATE HIGHWAY 152 FOR 6.15 MI (9.90 KM) TO THE HIGHWAY BRIDGE AA1864'(NO. 37-30) OVER CEDAR CREEK. CONTINUE EAST ON HIGHWAY 152 FOR 0.7 MI AA1864'(1.1 KM) TO AN ACCESS ROAD ON THE LEFT (NORTH) SIDE OF THE HIGHWAY AT AA1864'POST MILE 28.83. (THE ACCESS ROAD IS ABOUT 400 FT (121.9 M) WEST OF AA1864'BELL STATION ROAD HOUSE.) TURN LEFT AND GO NORTH ON THE ACCESS ROAD AA1864'FOR ABOUT 330 FT (100.6 M) TO A SIDE ROAD RIGHT AND THE END OF AA1864'PAVEMENT. CONTINUE NORTHERLY ON A WELL GRADED DIRT/GRAVEL ROAD FOR AA1864'ABOUT 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT (NORTHWEST) SIDE OF AA1864'THE ROAD. AA1864' AA1864'THE STATION IS A 2.5 INCH SANTA CLARA COUNTY SURVEYOR ALUMINUM DISK AA1864'INSIDE A 6 INCH ALUMINUM ACCESS COVER FLUSH WITH THE GROUND, ABOUT 300 AA1864'FT (91.4 M) SOUTHEAST OF A STEEL WATER TANK, ABOUT 100 FT (30.5 M) AA1864'SOUTHWEST OF A DEEP GULLY, 53.5 FT (16.3 M) NORTH OF THE CENTERLINE OF AA1864'THE DIRT/GRAVEL ROAD, 2.6 FT (0.8 M) SOUTHEAST OF A BARBED WIRE FENCE, AA1864'2.6 FT (0.8 M) SOUTHEAST OF A FIBERGLASS WITNESS POST, AND ABOUT 6 FT AA1864'(1.8 M) HIGHER THAN THE ROAD. THE DISK IS 0.25 FT (0.08 M) BELOW THE AA1864'ACCESS COVER AND THE ROD IS DRIVEN TO REFUSAL AT A DEPTH OF 5.6 FT AA1864'(1.7 M) . AA1864' AA1864'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HIGH PRECISION AA1864'GEODETIC NETWORK (HPGN) DENSIFICATION SURVEY. AA1864 AA1864 STATION RECOVERY (2003) AA1864 AA1864'RECOVERY NOTE BY CA DEPT PARKS REC 2003 (DBK) AA1864'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AA1865 *********************************************************************** AA1865 DESIGNATION - HPGN D CA GILROY HOT SPRING AA1865 PID - AA1865 AA1865 STATE/COUNTY- CA/SANTA CLARA AA1865 USGS QUAD - GILROY HOT SPRINGS (1978) AA1865 AA1865 *CURRENT SURVEY CONTROL AA1865 ___________________________________________________________________ AA1865* NAD 83(1992)- 37 04 34.77322(N) 121 28 01.33472(W) ADJUSTED AA1865* NAVD 88 - 261.5 (meters) 858. (feet) GPS OBS AA1865 ___________________________________________________________________ AA1865 EPOCH DATE - 1991.35 AA1865 X - -2,659,669.030 (meters) COMP AA1865 Y - -4,345,795.408 (meters) COMP AA1865 Z - 3,824,292.815 (meters) COMP AA1865 LAPLACE CORR- 2.65 (seconds) DEFLEC99 AA1865 ELLIP HEIGHT- 229.22 (meters) (09/30/94) GPS OBS AA1865 GEOID HEIGHT- -32.25 (meters) GEOID99 AA1865 AA1865 HORZ ORDER - FIRST AA1865 ELLP ORDER - FOURTH CLASS II AA1865 AA1865.The horizontal coordinates were established by GPS observations AA1865.and adjusted by the National Geodetic Survey in September 1994. AA1865.The horizontal coordinates are valid at the epoch date displayed above. AA1865.The epoch date for horizontal control is a decimal equivalence AA1865.of Year/Month/Day. AA1865 AA1865.The orthometric height was determined by GPS observations and a AA1865.high-resolution geoid model. AA1865 AA1865.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA1865 AA1865.The Laplace correction was computed from DEFLEC99 derived deflections. AA1865 AA1865.The ellipsoidal height was determined by GPS observations AA1865.and is referenced to NAD 83. AA1865 AA1865.The geoid height was determined by GEOID99. AA1865 AA1865; North East Units Scale Converg. AA1865;SPC CA 3 - 564,405.976 1,914,010.198 MT 0.99999802 -0 35 31.4 AA1865;SPC CA 3 - 1,851,721.94 6,279,548.46 sFT 0.99999802 -0 35 31.4 AA1865;UTM 10 - 4,104,438.643 636,265.008 MT 0.99982874 +0 55 27.6 AA1865 AA1865 SUPERSEDED SURVEY CONTROL AA1865 AA1865.No superseded survey control is available for this station. AA1865 AA1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG3626504439(NAD 83) AA1865_MARKER: DD = SURVEY DISK AA1865_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AA1865_STAMPING: GILROY HOT SPRING HPGN-D 1992 AA1865_MARK LOGO: CA-085 AA1865_PROJECTION: FLUSH AA1865_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AA1865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA1865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA1865+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003 AA1865_ROD/PIPE-DEPTH: 7.5 meters AA1865 AA1865 HISTORY - Date Condition Report By AA1865 HISTORY - 1992 MONUMENTED CA-085 AA1865 HISTORY - 20030610 GOOD CADPR AA1865 AA1865 STATION DESCRIPTION AA1865 AA1865'DESCRIBED BY SANTA CLARA COUNTY CALIFORNIA 1992 (JLP) AA1865'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) SOUTHEAST OF THE CITY OF AA1865'MORGAN HILL AND ABOUT 7 MI (11.3 KM) NORTHEAST OF THE CITY OF GILROY. AA1865' AA1865'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 101 AND AA1865'LEAVESLEY ROAD (COUNTY ROAD G9) IN THE CITY OF GILROY, GO NORTHEAST ON AA1865'LEAVESLEY ROAD FOR 1.8 MI (2.9 KM) TO A SIDE ROAD LEFT, NEW AVENUE. AA1865'TURN LEFT AND GO NORTHWEST ON NEW AVENUE FOR 0.6 MI (1.0 KM) TO THE AA1865'INTERSECTION WITH ROOP ROAD. TURN RIGHT AND GO NORTHEAST ON ROOP ROAD AA1865'FOR 3.2 MI (5.1 KM) TO A SIDE ROAD LEFT, COYOTE LAKE ROAD, AND THE END AA1865'OF ROOP ROAD AND THE BEGINNING OF GILROY HOT SPRINGS ROAD. CONTINUE AA1865'EASTERLY ON GILROY HOT SPRINGS ROAD FOR 2.7 MI (4.3 KM) TO A SIDE ROAD AA1865'RIGHT, CANADA ROAD. CONTINUE EASTERLY ON GILROY HOT SPRINGS ROAD FOR AA1865'0.7 MI (1.1 KM) TO THE SOUTHWEST END OF THE HIGHWAY BRIDGE OVER AA1865'HUNTING HOLLOW CREEK AND THE STATION ON THE LEFT ON TOP OF AN AA1865'EMBANKMENT. AA1865' AA1865'THE STATION IS A 2.5 INCH SANTA CLARA COUNTY SURVEYOR ALUMINUM DISK AA1865'INSIDE A 6 INCH ALUMINUM ACCESS COVER FLUSH WITH THE GROUND, 19.3 FT AA1865'(5.9 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE SQUARE BARRIER WALL AA1865'PILLAR AT THE SOUTHWEST CORNER OF THE CONCRETE BRIDGE OVER HUNTING AA1865'HOLLOW CREEK, 22.0 FT (6.7 M) WEST OF THE CENTERLINE OF GILROY HOT AA1865'SPRINGS ROAD, 9.5 FT (2.9 M) WEST OF A BARBED WIRE FENCE, AND 2.5 FT AA1865'(0.8 M) EAST OF A FIBERGLASS WITNESS POST. THE DISK IS 0.25 FT (0.08 AA1865'M) BELOW THE ACCESS COVER AND THE ROD IS DRIVEN TO REFUSAL AT A DEPTH AA1865'OF 24.5 FT (7.5 M) . AA1865' AA1865'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HIGH PRECISION AA1865'GEODETIC NETWORK (HPGN) DENSIFICATION SURVEY. AA1865 AA1865 STATION RECOVERY (2003) AA1865 AA1865'RECOVERY NOTE BY CA DEPT PARKS REC 2003 (DBK) AA1865'RECOVERED IN GOOD CONDITION.