1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AJ1845 *********************************************************************** AJ1845 HT_MOD - This is a Height Modernization Survey Station. AJ1845 DESIGNATION - CAND CANN PARKFIELD GRP AJ1845 PID - AJ1845 AJ1845 STATE/COUNTY- CA/MONTEREY AJ1845 USGS QUAD - PARKFIELD (1961) AJ1845 AJ1845 *CURRENT SURVEY CONTROL AJ1845 ___________________________________________________________________ AJ1845* NAD 83(1998)- 35 56 21.65490(N) 120 26 01.25704(W) ADJUSTED AJ1845* NAVD 88 - 602.34 (meters) 1976.2 (feet) GPS OBS AJ1845 ___________________________________________________________________ AJ1845 EPOCH DATE - 2004.50 AJ1845 X - -2,619,024.388 (meters) COMP AJ1845 Y - -4,458,012.412 (meters) COMP AJ1845 Z - 3,723,079.075 (meters) COMP AJ1845 LAPLACE CORR- 1.22 (seconds) DEFLEC99 AJ1845 ELLIP HEIGHT- 569.07 (meters) (06/30/05) GPS OBS AJ1845 GEOID HEIGHT- -33.23 (meters) GEOID03 AJ1845 AJ1845 HORZ ORDER - A AJ1845 ELLP ORDER - FOURTH CLASS I AJ1845 AJ1845.ITRF positions are available for this station. AJ1845.The horizontal coordinates were established by GPS observations AJ1845.and adjusted by the GEODETIC SOLUTIONS in June 2005. AJ1845.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AJ1845.DATUM ITEM on the data sheet items page. AJ1845.The horizontal coordinates are valid at the epoch date displayed above. AJ1845.The epoch date for horizontal control is a decimal equivalence AJ1845.of Year/Month/Day. AJ1845 AJ1845.The orthometric height was determined by GPS observations and a AJ1845.high-resolution geoid model using precise GPS observation and AJ1845.processing techniques. AJ1845 AJ1845.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ1845 AJ1845.The Laplace correction was computed from DEFLEC99 derived deflections. AJ1845 AJ1845.The ellipsoidal height was determined by GPS observations AJ1845.and is referenced to NAD 83. AJ1845 AJ1845.The geoid height was determined by GEOID03. AJ1845 AJ1845; North East Units Scale Factor Converg. AJ1845;SPC CA 4 - 568,210.619 1,870,638.239 MT 1.00001202 -0 51 19.1 AJ1845;SPC CA 4 - 1,864,204.34 6,137,252.29 sFT 1.00001202 -0 51 19.1 AJ1845;UTM 10 - 3,980,265.454 731,497.353 MT 1.00026040 +1 30 24.9 AJ1845 AJ1845! - Elev Factor x Scale Factor = Combined Factor AJ1845!SPC CA 4 - 0.99991069 x 1.00001202 = 0.99992271 AJ1845!UTM 10 - 0.99991069 x 1.00026040 = 1.00017107 AJ1845 AJ1845 SUPERSEDED SURVEY CONTROL AJ1845 AJ1845 NAD 83(1998)- 35 56 21.65287(N) 120 26 01.25471(W) AD(2000.35) A AJ1845 ELLIP H (04/03/01) 569.00 (m) GP(2000.35) 1 1 AJ1845 AJ1845.Superseded values are not recommended for survey control. AJ1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AJ1845.See file dsdata.txt to determine how the superseded data were derived. AJ1845 AJ1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE3149780265(NAD 83) AJ1845_MARKER: Z = SEE DESCRIPTION AJ1845_SETTING: 0 = UNSPECIFIED SETTING AJ1845_SP_SET: CGPS AJ1845_MARK LOGO: NONE AJ1845_MAGNETIC: N = NO MAGNETIC MATERIAL AJ1845_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AJ1845+STABILITY: POSITION/ELEVATION WELL AJ1845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ1845+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004 AJ1845 AJ1845 HISTORY - Date Condition Report By AJ1845 HISTORY - 19990515 MONUMENTED NGS AJ1845 HISTORY - 20040801 GOOD CSRC AJ1845 AJ1845 STATION DESCRIPTION AJ1845 AJ1845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 AJ1845'THIS IS A CALIFORNIA CORS. AJ1845'THESE COORDINATES ARE FOR THE GEODETIC REFERENCE MARK OF A AJ1845'CALIFORNIA CORS. INFORMATION ABOUT THE GRM, ANTENNA TYPE AJ1845'AND ANTENNA HEIGHT CAN BE FOUND AT THE SOPAC WEBSITE: AJ1845'HTTP://SOPAC.UCSD.EDU/SCRIPTS/SIMPL.CGI AJ1845 AJ1845 STATION RECOVERY (2004) AJ1845 AJ1845'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 AJ1845'COORDINATES ARE FOR THE GEODETIC REFERENCE POINT OF A CGPS(CONTINUOUS AJ1845'GPS). INFORMATION ABOUT THIS SITE, SUCH AS THE GRP, ANTENNA TYPE AND AJ1845'ANTENNA HEIGHT, CAN BE FOUND AT THE CSRC DATA PORTAL WEBSITE. AJ1845'//CSRC.UCSD.EDU/CDP/ 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6759 *********************************************************************** DH6759 HT_MOD - This is a Height Modernization Survey Station. DH6759 DESIGNATION - CARR HILL SITE 2 CORS GRP DH6759 PID - DH6759 DH6759 STATE/COUNTY- CA/MONTEREY DH6759 USGS QUAD - PARKFIELD (1961) DH6759 DH6759 *CURRENT SURVEY CONTROL DH6759 ___________________________________________________________________ DH6759* NAD 83(1998)- 35 53 18.16512(N) 120 25 50.90129(W) ADJUSTED DH6759* NAVD 88 - 514.23 (meters) 1687.1 (feet) GPS OBS DH6759 ___________________________________________________________________ DH6759 EPOCH DATE - 2004.50 DH6759 X - -2,620,444.722 (meters) COMP DH6759 Y - -4,460,942.844 (meters) COMP DH6759 Z - 3,718,446.624 (meters) COMP DH6759 LAPLACE CORR- 0.29 (seconds) DEFLEC99 DH6759 ELLIP HEIGHT- 480.86 (meters) (06/30/05) GPS OBS DH6759 GEOID HEIGHT- -33.33 (meters) GEOID03 DH6759 DH6759 HORZ ORDER - A DH6759 ELLP ORDER - FOURTH CLASS I DH6759 DH6759.The horizontal coordinates were established by GPS observations DH6759.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6759.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6759.DATUM ITEM on the data sheet items page. DH6759.The horizontal coordinates are valid at the epoch date displayed above. DH6759.The epoch date for horizontal control is a decimal equivalence DH6759.of Year/Month/Day. DH6759 DH6759.The orthometric height was determined by GPS observations and a DH6759.high-resolution geoid model using precise GPS observation and DH6759.processing techniques. DH6759 DH6759.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6759 DH6759.The Laplace correction was computed from DEFLEC99 derived deflections. DH6759 DH6759.The ellipsoidal height was determined by GPS observations DH6759.and is referenced to NAD 83. DH6759 DH6759.The geoid height was determined by GEOID03. DH6759 DH6759; North East Units Scale Factor Converg. DH6759;SPC CA 4 - 562,551.846 1,870,813.523 MT 1.00002298 -0 51 13.0 DH6759;SPC CA 4 - 1,845,638.85 6,137,827.37 sFT 1.00002298 -0 51 13.0 DH6759;UTM 10 - 3,974,617.330 731,905.733 MT 1.00026274 +1 30 24.3 DH6759 DH6759! - Elev Factor x Scale Factor = Combined Factor DH6759!SPC CA 4 - 0.99992453 x 1.00002298 = 0.99994751 DH6759!UTM 10 - 0.99992453 x 1.00026274 = 1.00018725 DH6759 DH6759 SUPERSEDED SURVEY CONTROL DH6759 DH6759.No superseded survey control is available for this station. DH6759 DH6759_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE3190674617(NAD 83) DH6759_MARKER: Z = SEE DESCRIPTION DH6759_SETTING: 0 = UNSPECIFIED SETTING DH6759_SP_SET: CORS DH6759_MAGNETIC: N = NO MAGNETIC MATERIAL DH6759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DH6759+STABILITY: POSITION/ELEVATION WELL DH6759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6759+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004 DH6759 DH6759 HISTORY - Date Condition Report By DH6759 HISTORY - UNK MONUMENTED DH6759 HISTORY - 20040801 SEE DESCRIPTION CSRC DH6759 DH6759 STATION DESCRIPTION DH6759 DH6759'DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 DH6759'COORDINATES ARE FOR THE GEODETIC REFERENCE POINT OF A CGPS(CONTINUOUS DH6759'GPS). INFORMATION ABOUT THIS SITE, SUCH AS THE GRP, ANTENNA TYPE AND DH6759'ANTENNA HEIGHT, CAN BE FOUND AT THE CSRC DATA PORTAL WEBSITE. DH6759'//CSRC.UCSD.EDU/CDP/ 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6760 *********************************************************************** DH6760 HT_MOD - This is a Height Modernization Survey Station. DH6760 DESIGNATION - CRBT CAMP ROBERTS GRP DH6760 PID - DH6760 DH6760 STATE/COUNTY- CA/MONTEREY DH6760 USGS QUAD - SAN MIGUEL (1979) DH6760 DH6760 *CURRENT SURVEY CONTROL DH6760 ___________________________________________________________________ DH6760* NAD 83(1998)- 35 47 29.78291(N) 120 45 02.65944(W) ADJUSTED DH6760* NAVD 88 - 240.10 (meters) 787.7 (feet) GPS OBS DH6760 ___________________________________________________________________ DH6760 EPOCH DATE - 2004.50 DH6760 X - -2,648,413.986 (meters) COMP DH6760 Y - -4,451,453.067 (meters) COMP DH6760 Z - 3,709,580.805 (meters) COMP DH6760 LAPLACE CORR- 1.67 (seconds) DEFLEC99 DH6760 ELLIP HEIGHT- 206.04 (meters) (06/30/05) GPS OBS DH6760 GEOID HEIGHT- -34.02 (meters) GEOID03 DH6760 DH6760 HORZ ORDER - A DH6760 ELLP ORDER - FOURTH CLASS I DH6760 DH6760.The horizontal coordinates were established by GPS observations DH6760.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6760.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6760.DATUM ITEM on the data sheet items page. DH6760.The horizontal coordinates are valid at the epoch date displayed above. DH6760.The epoch date for horizontal control is a decimal equivalence DH6760.of Year/Month/Day. DH6760 DH6760.The orthometric height was determined by GPS observations and a DH6760.high-resolution geoid model using precise GPS observation and DH6760.processing techniques. DH6760 DH6760.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6760 DH6760.The Laplace correction was computed from DEFLEC99 derived deflections. DH6760 DH6760.The ellipsoidal height was determined by GPS observations DH6760.and is referenced to NAD 83. DH6760 DH6760.The geoid height was determined by GEOID03. DH6760 DH6760; North East Units Scale Factor Converg. DH6760;SPC CA 4 - 552,294.198 1,841,734.182 MT 1.00004593 -1 02 40.1 DH6760;SPC CA 4 - 1,811,985.21 6,042,422.90 sFT 1.00004593 -1 02 40.1 DH6760;UTM 10 - 3,963,169.087 703,269.209 MT 1.00010917 +1 18 57.3 DH6760 DH6760! - Elev Factor x Scale Factor = Combined Factor DH6760!SPC CA 4 - 0.99996766 x 1.00004593 = 1.00001359 DH6760!UTM 10 - 0.99996766 x 1.00010917 = 1.00007683 DH6760 DH6760 SUPERSEDED SURVEY CONTROL DH6760 DH6760.No superseded survey control is available for this station. DH6760 DH6760_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE0326963169(NAD 83) DH6760_MARKER: Z = SEE DESCRIPTION DH6760_SETTING: 0 = UNSPECIFIED SETTING DH6760_SP_SET: CGPS DH6760_MAGNETIC: O = OTHER; SEE DESCRIPTION DH6760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DH6760+STABILITY: POSITION/ELEVATION WELL DH6760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6760+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004 DH6760 DH6760 HISTORY - Date Condition Report By DH6760 HISTORY - UNK MONUMENTED DH6760 HISTORY - 20040801 SEE DESCRIPTION CSRC DH6760 DH6760 STATION DESCRIPTION DH6760 DH6760'DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 DH6760'COORDINATES ARE FOR THE GEODETIC REFERENCE POINT OF A CGPS(CONTINUOUS DH6760'GPS). INFORMATION ABOUT THIS SITE, SUCH AS THE GRP, ANTENNA TYPE AND DH6760'ANTENNA HEIGHT, CAN BE FOUND AT THE CSRC DATA PORTAL WEBSITE. DH6760' DH6760'//CSRC.UCSD.EDU/CDP/ 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV1805 *********************************************************************** FV1805 HT_MOD - This is a Height Modernization Survey Station. FV1805 DESIGNATION - GARRISON RESET FV1805 PID - FV1805 FV1805 STATE/COUNTY- CA/MONTEREY FV1805 USGS QUAD - BRADLEY (1979) FV1805 FV1805 *CURRENT SURVEY CONTROL FV1805 ___________________________________________________________________ FV1805* NAD 83(1998)- 35 50 14.93098(N) 120 45 04.38768(W) ADJUSTED FV1805* NAVD 88 - 176.47 (meters) 579.0 (feet) GPS OBS FV1805 ___________________________________________________________________ FV1805 EPOCH DATE - 2004.50 FV1805 X - -2,646,901.948 (meters) COMP FV1805 Y - -4,448,826.804 (meters) COMP FV1805 Z - 3,713,671.306 (meters) COMP FV1805 LAPLACE CORR- 2.78 (seconds) DEFLEC99 FV1805 ELLIP HEIGHT- 142.48 (meters) (06/30/05) GPS OBS FV1805 GEOID HEIGHT- -33.95 (meters) GEOID03 FV1805 FV1805 HORZ ORDER - B FV1805 ELLP ORDER - FOURTH CLASS I FV1805 FV1805.The horizontal coordinates were established by GPS observations FV1805.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV1805.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV1805.DATUM ITEM on the data sheet items page. FV1805.The horizontal coordinates are valid at the epoch date displayed above. FV1805.The epoch date for horizontal control is a decimal equivalence FV1805.of Year/Month/Day. FV1805 FV1805.The orthometric height was determined by GPS observations and a FV1805.high-resolution geoid model using precise GPS observation and FV1805.processing techniques. It supersedes the leveled height previously FV1805.determined for this station. FV1805 FV1805.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV1805 FV1805.The Laplace correction was computed from DEFLEC99 derived deflections. FV1805 FV1805.The ellipsoidal height was determined by GPS observations FV1805.and is referenced to NAD 83. FV1805 FV1805.The geoid height was determined by GEOID03. FV1805 FV1805; North East Units Scale Factor Converg. FV1805;SPC CA 4 - 557,384.375 1,841,783.601 MT 1.00003470 -1 02 41.1 FV1805;SPC CA 4 - 1,828,685.24 6,042,585.03 sFT 1.00003470 -1 02 41.1 FV1805;SPC CA 5 - 762,707.284 1,751,437.710 MT 1.00010191 -1 34 05.6 FV1805;SPC CA 5 - 2,502,315.48 5,746,175.22 sFT 1.00010191 -1 34 05.6 FV1805;UTM 10 - 3,968,257.327 703,108.873 MT 1.00010836 +1 19 01.5 FV1805 FV1805! - Elev Factor x Scale Factor = Combined Factor FV1805!SPC CA 4 - 0.99997764 x 1.00003470 = 1.00001234 FV1805!SPC CA 5 - 0.99997764 x 1.00010191 = 1.00007955 FV1805!UTM 10 - 0.99997764 x 1.00010836 = 1.00008600 FV1805 FV1805: Primary Azimuth Mark Grid Az FV1805:SPC CA 4 - K 1189 174 10 39.5 FV1805:SPC CA 5 - K 1189 174 42 04.0 FV1805:UTM 10 - K 1189 171 48 56.9 FV1805 FV1805|---------------------------------------------------------------------| FV1805| PID Reference Object Distance Geod. Az | FV1805| dddmmss.s | FV1805| FV0204 K 1189 1730758.4 | FV1805| FV1803 RESERVOIR NW AT CAMP ROBERTS APPROX. 4.9 KM 1830417.0 | FV1805| DA6092 GARRISON AZ MK 3 1844755.7 | FV1805| DA6094 GARRISON RM 2 9.175 METERS 20326 | FV1805| FV1804 RIGHT OF WAY MARKER 1944 5.018 METERS 25601 | FV1805| DA6095 GARRISON RM 4 5.163 METERS 27045 | FV1805| DA6093 GARRISON RM 1 7.922 METERS 34252 | FV1805|---------------------------------------------------------------------| FV1805 FV1805 SUPERSEDED SURVEY CONTROL FV1805 FV1805 NAD 83(1992)- 35 50 14.91846(N) 120 45 04.37065(W) AD(1991.35) 2 FV1805 NAD 83(1992)- 35 50 14.91872(N) 120 45 04.37127(W) AD(1991.35) 2 FV1805 NAD 83(1986)- 35 50 14.91245(N) 120 45 04.36569(W) AD(1984.00) 2 FV1805 NAD 27 - 35 50 15.03400(N) 120 45 00.73500(W) AD( ) 2 FV1805 NAVD 88 (06/15/91) 176.509 (m) 579.10 (f) ADJUSTED 1 2 FV1805 NGVD 29 (07/19/86) 175.5 (m) 576. (f) VERT ANG FV1805 FV1805.Superseded values are not recommended for survey control. FV1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1805.See file dsdata.txt to determine how the superseded data were derived. FV1805 FV1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE0310968257(NAD 83) FV1805_MARKER: DS = TRIANGULATION STATION DISK FV1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV1805_SP_SET: CONCRETE POST FV1805_STAMPING: GARRISON 1944 1975 FV1805_MARK LOGO: NGS FV1805_PROJECTION: FLUSH FV1805_MAGNETIC: N = NO MAGNETIC MATERIAL FV1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV1805+STABILITY: SURFACE MOTION FV1805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV1805+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004 FV1805 FV1805 HISTORY - Date Condition Report By FV1805 HISTORY - 1975 MONUMENTED NGS FV1805 HISTORY - 1975 GOOD NGS FV1805 HISTORY - 19830615 GOOD NGS FV1805 HISTORY - 19890125 GOOD NGS FV1805 HISTORY - 20040517 GOOD NGS FV1805 FV1805 STATION DESCRIPTION FV1805 FV1805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN) FV1805'THE SURFACE STATION MARK, REFERENCE MARK 1, AND RIGHT-OF-WAY FV1805'MARKER WERE FOUND GRADED OUT AND LYING ON TOP OF THE FV1805'GROUND. REFERENCE MARK 2 WAS FOUND SOLID IN THE GROUND BUT THE FV1805'DISK IS BATTERED, SOME OF THE CONCRETE HAS BEEN BROKEN OFF THE FV1805'TOP OF THE POST WHICH IS LEANING SLIGHTLY TO THE SOUTHWEST AND FV1805'THE DISTANCE AND DIRECTION TO THE MARK MEASURED ON THIS DATE FV1805'DOES NOT AGREE WITH THE 1944 MEASUREMENTS. THE AZIMUTH MARK WAS FV1805'RECOVERED IN GOOD CONDITION BUT THE LINE OF SIGHT TO THE FV1805'STATION IS OBSTRUCTED BY TREES. THE UNDERGROUND STATION MARK FV1805'WAS RECOVERED IN GOOD CONDITION 0.7 FOOT BELOW THE FV1805'SURFACE OF THE GROUND. THE POINT WAS HELD, THE MARK WAS FV1805'REMOVED AND A NEW UNDERGROUND STATION MARK AND A NEW FV1805'SURFACE STATION MARK WERE SET IN THE SAME EXACT POSITION ON FV1805'THIS DATE. REFERENCE MARK 4 AND AN ADDITIONAL AZIMUTH MARK WERE FV1805'ESTABLISHED ON THIS DATE. A COMPLETE DESCRIPTION FOLLOWS-- FV1805' FV1805'THE STATION IS LOCATED ON THE TOP OF A 3-FOOT-HIGH MOUND OF FV1805'GROUND BETWEEN BRADLEY ROAD (FORMER U.S. HIGHWAY 101) AND THE FV1805'SOUTHERN PACIFIC COMPANY RAILROAD TRACK, AIRLINE ABOUT 3-1/2 FV1805'MILES SOUTHEAST OF BRADLEY, 3/4 MILE NORTH OF THE BRADLEY ROAD FV1805'BRIDGE OVER THE SALINAS RIVER, NEAR THE NORTH PART OF THE EAST FV1805'GARRISON OF CAMP ROBERTS, AND AT THE JUNCTION OF A RAILROAD SIDE FV1805'TRACK FROM EAST GARRISON. FV1805' FV1805'TO REACH THE STATION FROM THE POST OFFICE AT BRADLEY GO FV1805'SOUTHEAST ON BRADLEY ROAD 3.9 MILES TO THE STATION SITE ON THE LEFT. FV1805' FV1805'THE UNDERGROUND AND SURFACE STATION MARKS ARE NGS HORIZONTAL FV1805'CONTROL DISKS STAMPED GARRISON 1944 1975. THE UNDERGROUND FV1805'MARK IS SET IN THE TOP OF A BLOCK OF CONCRETE 3.2 FEET BELOW THE FV1805'SURFACE OF THE GROUND. THE SURFACE MARK IS SET IN THE TOP OF A FV1805'12-INCH CONCRETE CYLINDER 0.2 FOOT BELOW THE SURFACE OF THE FV1805'GROUND AND IS 88.6 FEET EAST OF THE CENTER LINE OF THE ROAD, 57.8 FV1805'FEET EAST OF THE CENTER LINE OF THE ROAD, 57.8 FEET SOUTHEAST FV1805'OF TELEPHONE POLE 3524, 111 FEET SOUTHWEST OF SWITCH FV1805'STAND 2637, 31.0 FEET WEST OF THE WEST RAIL OF THE TRACK, FV1805'16.3 FEET EAST OF A SECTION OF RAIL PROJECTING 3 FEET FV1805'ABOVE THE GROUND MARKING THE RAILROAD R/W, 2.7 FEET SOUTH OF A FV1805'METAL WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE TRACK. FV1805' FV1805'REFERENCE MARK 2 IS A C AND GS REFERENCE MARK DISK STAMPED FV1805'GARRISON NO 2 1944 SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE FV1805'POST FLUSH WITH THE GROUND AND IS 72.3 FEET EAST OF THE CENTER FV1805'LINE OF THE ROAD, 47.9 FEET WEST OF THE WEST RAIL OF THE FV1805'RAILROAD TRACK, 19.7 FEET NORTHWEST OF A GUYED TELEGRAPH POLE, FV1805'AND ABOUT 2 FEET LOWER THAN THE STATION MARK. FV1805' FV1805'REFERENCE MARK 4 IS A C AND GS REFERENCE MARK DISK STAMPED FV1805'GARRISON NO 4 1944 1975 SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE FV1805'POST PROJECTING 0.2 FOOT ABOVE THE GROUND AND IS 72.3 FEET EAST OF FV1805'OF THE CENTER LINE OF THE ROAD, 2.7 FEET NORTH OF A SECTION OF FV1805'RAIL PROJECTING 3 FEET ABOVE THE GROUND MARKING THE RAILROAD R/W, FV1805'AND ABOUT 1 FOOT LOWER THAN THE STATION MARK. FV1805' FV1805'AZIMUTH MARK 1975 (BM K 1139) IS LOCATED ON THE EAST SIDE OF FV1805'BRADLEY ROAD AND IS A C AND GS BENCH MARK DISK STAMPED K 1189 1968 FV1805'CEMENTED IN A DRILL HOLE IN THE TOP OF THE EAST CONCRETE HEAD WALL FV1805'OF AN 18-INCH CMP CULVERT UNDER THE ROAD AND IS 157 FEET NORTHWEST FV1805'OF RAILROAD SEMAPHORE 1998, 88.7 FEET WEST OF THE WEST RAIL OF FV1805'THE RAILROAD TRACK, 38.4 FEET WEST OF TELEPHONE POLE 3531, 30.8 FV1805'FEET EAST OF THE CENTER LINE OF THE ROAD, 0.7 FOOT SOUTH OF THE FV1805'NORTH END OF THE HEAD WALL, AND ABOUT 4 FEET LOWER THAN THE FV1805'TRACK. TO REACH THE MARK FROM THE STATION GO SOUTH ON BRADLEY FV1805'ROAD 0.2 MILE TO THE MARK ON THE LEFT. FV1805' FV1805'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN FV1805'3-1/2 MILES SOUTHEAST OF BRADLEY. FV1805 FV1805 STATION RECOVERY (1975) FV1805 FV1805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 FV1805'RECOVERED IN GOOD CONDITION. FV1805 FV1805 STATION RECOVERY (1983) FV1805 FV1805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN) FV1805'THE STATION WAS RECOVERED IN GOOD CONDITION. REFERENCE MARKS 1, 2, 3 FV1805'AND 4 WERE NOT FOUND. THE AZIMUTH MARK WAS RECOVERED IN GOOD FV1805'CONDITION, BUT THE LINE OF SIGHT TO THE STATION IS OBSTRUCTED BY A FV1805'TREE AT THIS TIME. REFERENCE MARKS 5 AND 6 WERE ESTABLISHED. THE FV1805'UNDERGROUND STATION MARK WAS NOT RECOVERED AT THIS TIME. THE FV1805'REFERENCE POINT WEST WAS NOT FOUND. AN AZIMUTH MARK 4 WAS FV1805'ESTABLISHED. THE STATION IS LOCATED ON A SMALL MOUND NEAR THE NORTH FV1805'SIDE OF EAST GARRISON, CAMP ROBERTS, BETWEEN BRADLEY ROAD (OLD US FV1805'HIGHWAY 101) AND THE SOUTHERN PACIFIC RAILROAD TRACKS, 1.1 KM (0.70 FV1805'MI) NORTH OF THE NORTH END OF A BRIDGE OVER THE SALINAS RIVER. TO FV1805'REACH THE STATION FROM THE OVERPASS OF BRADLEY ROAD OVER US HIGHWAY FV1805'101 (FREEWAY, EAST GARRISON EXIT) GO NORTHEAST ON BRADLEY ROAD FOR 0.7 FV1805'KM (0.45 MI) TO THE BRIDGE OVER THE GALINAS RIVER AND THE AZIMUTH MARK FV1805'ON THE LEFT, (SOUTHEND OF THE BRIDGE IN THE TOP OF THE NORTHWEST FV1805'PARAPET) . CONTINUE NORTHEAST ON BRADLEY ROAD FOR 1.6 KM (1.00 MI) TO FV1805'THE STATION ON THE RIGHT, JUST BEFORE A GATE INTO EAST GARRISON ON THE FV1805'LEFT. THE STATION MARK IS A STANDARD NGS DISK STAMPED,--GARRISON 1944 FV1805'1975--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN FV1805'DIAMETER, RECESSED 15 CM BELOW THE GROUND. LOCATED 34.1 METERS (111.9 FV1805'FT) SOUTHWEST FROM THE TRACK SWITCHJACK NUMBER 2637, 31.7 METERS NORTH FV1805'FROM A TELEGRAPH POLE WITH PARALLEL GUY WIRES, 28.3 METERS (92.8 FT) FV1805'NORTH FROM A TELEPGRAPH POLE, 27.1 METERS (88.9 FT) EAST FROM THE FV1805'CENTER OF BRADLEY ROAD AND 13.1 METERS (43.0 FT) NORTH FROM A FV1805'TELEGRAPH POLE WITH CROSS GUY CABLES. THE UNDERGROUND MARK IS 9.4 FV1805'METERS (30.8 FT) WEST OF THE RAIL AND 0.3 METER (1.0 FT) WEST OF A FV1805'WITNESS POST. REFERENCE MARK 5 IS A STANDARD NGS DISK, FV1805'STAMPED,--GARRISON 1944 NO 5 1983, SET INTO THE TOP OF A ROUND FV1805'CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER, FLUSH WITH THE GROUND. FV1805'LOCATED 26.5 METERS (86.9 FT) EAST FROM THE CENTER OF BRADLEY ROAD, FV1805'10.1 METERS (33.1 FT) WEST FROM THE WEST RAIL OF THE RAILROAD TRACKS, FV1805'0.6 METERS (2.0 FT) NORTH FROM A TELEGRAPH POLE AND 0.3 METER (1.0 FT) FV1805'WEST FROM A WITNESS POST. REFERENCE MARK 6 IS A STANDARD NGS DISK, FV1805'STAMPED,--GARRISON 1944 NO 6 1983, SET INTO THE TOP OF A ROUND FV1805'CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER, FLUSH WITH THE GROUND. FV1805'LOCATED 27.4 METERS (89.9 FT) EAST FROM THE CENTER OF BRADLEY ROAD, FV1805'9.8 METERS (32.2 FT) WEST FROM THE WEST RAIL OF A RAILROAD TRACKS AND FV1805'0.3 METER (1.0 FT) WEST FROM A WITNESS POST. AZIMUTH MARK NO 4 IS A FV1805'STANDARD NGS DISK, STAMPED,--GARRISON 1944 NO 4 1983--, SET INTO THE FV1805'TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) PROJECTING 15 CM ABOVE FV1805'THE GROUND. LOCATED 11.4 METERS (37.4 FT) EAST FROM THE RAILROAD FV1805'TRACKS, 24.7 METERS (81.0 FT) WEST FROM CENTER OF ROAD (BRADLEY) AND FV1805'2.35 METERS (7.71 FT) FROM THE 2ND TELEGRAPH POLE SOUTH OF MILE POST FV1805'200. TO REACH THE AZIMUTH MARK 4 FROM THE STATION GO SOUTH ON BRADLEY FV1805'ROAD FOR 0.6 KM (0.35 MI) TO THE MARK ON THE LEFT, JUST BEYOND AN FV1805'ABANDONED ASPHALT ROAD CROSSING, THE RAILROAD, 2 POLES SOUTH OF FV1805'MILEPOST 200. FV1805 FV1805 STATION RECOVERY (1989) FV1805 FV1805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 FV1805'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. FV1805'6.1 KM (3.80 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FV1805'FROM THE SIDING SIGN AT BRADLEY, 33.8 M (110.9 FT) SOUTHWEST OF SWITCH FV1805'STAND NUMBER 2637, 27.0 M (88.6 FT) EAST OF THE CENTERLINE OF BRADLEY FV1805'ROAD, 9.5 M (31.2 FT) WEST OF THE NEAR RAIL, 0.7 M (2.3 FT) SOUTH OF A FV1805'WITNESS POST, 0.7 M (2.3 FT) ABOVE THE LEVEL OF THE TRACK, AND IN A FV1805'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.2 M (0.7 FT) BELOW THE FV1805'GROUND SURFACE. FV1805 FV1805 STATION RECOVERY (2004) FV1805 FV1805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (MEI) FV1805'THE STATION IS ABOUT 3 MI NORTH OF CAMP ROBERTS AND ABOUT 15 MI NORTH FV1805'OF PASO ROBLES. TO REACH THE STATION FROM US HWY 101 NORTH OF CAMP FV1805'ROBERTS, TAKE THE EAST GARRISON EXIT WHICH GIVES ACCESS TO BRADLEY FV1805'ROAD. FROM THE OVERPASS OF BRADLEY ROAD OVER HWY 101, GO NORTHEAST ON FV1805'BRADLEY ROAD FOR 0.7 KM (0.5 MI) TO THE BRIDGE OVER THE SALINAS RIVER FV1805'(AND THE AZIMUTH MARK ON THE LEFT IN THE TOP OF THE NORTHWEST PARAPET) FV1805'. CONTINUE NORTHEAST ON BRADLEY ROAD FOR 1.6 KM (1.00 MI) TO THE FV1805'STATION ON THE RIGHT. THIS LOCATION IS JUST BEFORE A GATE INTO EAST FV1805'GARRISON ON THE LEFT, AND WHERE, ON THE RIGHT (EAST), A RAILROAD FV1805'SIDING TRACK MEETS THE MAIN TRACK, AND THE STATION IS ON A SMALL FV1805'MOUND. THE MEASUREMENTS IN THE 1989 RECOVERY NOTE APPEAR TO BE FV1805'CORRECT. THIS STATION WAS OBSERVED IN THE SAN SIMEON POST-EARTHQUAKE FV1805'AND HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV1151 *********************************************************************** FV1151 DESIGNATION - H 1316 FV1151 PID - FV1151 FV1151 STATE/COUNTY- CA/MONTEREY FV1151 USGS QUAD - CAPE SAN MARTIN (1949) FV1151 FV1151 *CURRENT SURVEY CONTROL FV1151 ___________________________________________________________________ FV1151* NAD 83(1998)- 35 56 45.51600(N) 121 28 34.03813(W) ADJUSTED FV1151* NAVD 88 - 44.174 (meters) 144.93 (feet) ADJUSTED FV1151 ___________________________________________________________________ FV1151 EPOCH DATE - 2004.50 FV1151 X - -2,699,233.733 (meters) COMP FV1151 Y - -4,408,872.436 (meters) COMP FV1151 Z - 3,723,346.315 (meters) COMP FV1151 LAPLACE CORR- 17.42 (seconds) DEFLEC99 FV1151 ELLIP HEIGHT- 9.93 (meters) (06/30/05) GPS OBS FV1151 GEOID HEIGHT- -34.20 (meters) GEOID03 FV1151 DYNAMIC HT - 44.138 (meters) 144.81 (feet) COMP FV1151 MODELED GRAV- 979,803.2 (mgal) NAVD 88 FV1151 FV1151 HORZ ORDER - B FV1151 VERT ORDER - FIRST CLASS I FV1151 ELLP ORDER - FOURTH CLASS I FV1151 FV1151.The horizontal coordinates were established by GPS observations FV1151.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV1151.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV1151.DATUM ITEM on the data sheet items page. FV1151.The horizontal coordinates are valid at the epoch date displayed above. FV1151.The epoch date for horizontal control is a decimal equivalence FV1151.of Year/Month/Day. FV1151 FV1151.The orthometric height was determined by differential leveling FV1151.and adjusted by the National Geodetic Survey in June 1991. FV1151 FV1151.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV1151 FV1151.The Laplace correction was computed from DEFLEC99 derived deflections. FV1151 FV1151.The ellipsoidal height was determined by GPS observations FV1151.and is referenced to NAD 83. FV1151 FV1151.The geoid height was determined by GEOID03. FV1151 FV1151.The dynamic height is computed by dividing the NAVD 88 FV1151.geopotential number by the normal gravity value computed on the FV1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FV1151.degrees latitude (g = 980.6199 gals.). FV1151 FV1151.The modeled gravity was interpolated from observed gravity values. FV1151 FV1151; North East Units Scale Factor Converg. FV1151;SPC CA 4 - 570,860.359 1,776,613.937 MT 1.00001065 -1 28 38.0 FV1151;SPC CA 4 - 1,872,897.69 5,828,774.22 sFT 1.00001065 -1 28 38.0 FV1151;UTM 10 - 3,979,029.583 637,442.222 MT 0.99983277 +0 53 40.9 FV1151 FV1151! - Elev Factor x Scale Factor = Combined Factor FV1151!SPC CA 4 - 0.99999844 x 1.00001065 = 1.00000909 FV1151!UTM 10 - 0.99999844 x 0.99983277 = 0.99983121 FV1151 FV1151 SUPERSEDED SURVEY CONTROL FV1151 FV1151 NAVD 88 (06/30/05) 44.16 (m) 144.9 (f) LEVELING 3 FV1151 NGVD 29 (10/21/93) 43.318 (m) 142.12 (f) ADJUSTED 1 1 FV1151 FV1151.Superseded values are not recommended for survey control. FV1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1151.See file dsdata.txt to determine how the superseded data were derived. FV1151 FV1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE3744279030(NAD 83) FV1151_MARKER: DB = BENCH MARK DISK FV1151_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) FV1151_SP_SET: COPPER-CLAD STEEL ROD FV1151_STAMPING: H 1316 1977 FV1151_MAGNETIC: N = NO MAGNETIC MATERIAL FV1151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV1151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV1151+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004 FV1151 FV1151 HISTORY - Date Condition Report By FV1151 HISTORY - 1977 MONUMENTED NGS FV1151 HISTORY - 20040603 GOOD CADT FV1151 HISTORY - 20040603 GOOD CADT FV1151 FV1151 STATION DESCRIPTION FV1151 FV1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 FV1151'31.7 MI NW FROM SAN SIMEON. FV1151'31.7 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE HEARST CASTLE FV1151'ENTRANCE AT SAN SIMEON, 100.5 FEET EAST-NORTHEAST OF THE CENTER OF FV1151'THE HIGHWAY, 24 FEET NORTHEAST OF THE CENTER OF THE SOUTHERN ENTRANCE FV1151'TO THE PACIFIC VALLEY CENTER RESTAURANT, GAS STATION AND MARKET, FV1151'12.5 FEET SOUTH OF THE NORTHWEST FENCE CORNER, 1 FOOT WEST OF A FV1151'FENCE. IT IS ALSO 29.6 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FV1151'FROM THE HIGHWAY MAINTENANCE YARD AT BIG SUR. FV1151 FV1151 STATION RECOVERY (2004) FV1151 FV1151'RECOVERY NOTE BY CALTRANS 2004 (BF) FV1151'RECOVERED IN GOOD CONDITION. FV1151 FV1151 STATION RECOVERY (2004) FV1151 FV1151'RECOVERY NOTE BY CALTRANS 2004 (JDD) FV1151'RECOVERED IN GOOD CONDITION. THIS STATION WAS OBSERVED IN THE SAN FV1151'SIMEON POST-EARTHQUAKE AND HEIGHT MODERNIZATION SURVEY, A CSRC FV1151'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU3516 *********************************************************************** GU3516 HT_MOD - This is a Height Modernization Survey Station. GU3516 DESIGNATION - HOG GU3516 PID - GU3516 GU3516 STATE/COUNTY- CA/MONTEREY GU3516 USGS QUAD - SAN ARDO (1984) GU3516 GU3516 *CURRENT SURVEY CONTROL GU3516 ___________________________________________________________________ GU3516* NAD 83(1998)- 36 02 55.65210(N) 120 57 53.94023(W) ADJUSTED GU3516* NAVD 88 - 179.33 (meters) 588.4 (feet) GPS OBS GU3516 ___________________________________________________________________ GU3516 EPOCH DATE - 2004.50 GU3516 X - -2,656,401.629 (meters) COMP GU3516 Y - -4,427,121.173 (meters) COMP GU3516 Z - 3,732,656.036 (meters) COMP GU3516 LAPLACE CORR- 0.32 (seconds) DEFLEC99 GU3516 ELLIP HEIGHT- 145.68 (meters) (06/30/05) GPS OBS GU3516 GEOID HEIGHT- -33.61 (meters) GEOID03 GU3516 GU3516 HORZ ORDER - B GU3516 ELLP ORDER - FOURTH CLASS I GU3516 GU3516.The horizontal coordinates were established by GPS observations GU3516.and adjusted by the GEODETIC SOLUTIONS in June 2005. GU3516.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GU3516.DATUM ITEM on the data sheet items page. GU3516.The horizontal coordinates are valid at the epoch date displayed above. GU3516.The epoch date for horizontal control is a decimal equivalence GU3516.of Year/Month/Day. GU3516 GU3516.The orthometric height was determined by GPS observations and a GU3516.high-resolution geoid model using precise GPS observation and GU3516.processing techniques. GU3516 GU3516.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU3516 GU3516.The Laplace correction was computed from DEFLEC99 derived deflections. GU3516 GU3516.The ellipsoidal height was determined by GPS observations GU3516.and is referenced to NAD 83. GU3516 GU3516.The geoid height was determined by GEOID03. GU3516 GU3516; North East Units Scale Factor Converg. GU3516;SPC CA 4 - 581,200.075 1,822,952.974 MT 0.99999113 -1 10 20.2 GU3516;SPC CA 4 - 1,906,820.58 5,980,804.88 sFT 0.99999113 -1 10 20.2 GU3516;UTM 10 - 3,991,276.425 683,310.114 MT 1.00001406 +1 11 52.4 GU3516 GU3516! - Elev Factor x Scale Factor = Combined Factor GU3516!SPC CA 4 - 0.99997714 x 0.99999113 = 0.99996827 GU3516!UTM 10 - 0.99997714 x 1.00001406 = 0.99999120 GU3516 GU3516: Primary Azimuth Mark Grid Az GU3516:SPC CA 4 - PARIS 319 33 36.9 GU3516:UTM 10 - PARIS 317 11 24.3 GU3516 GU3516|---------------------------------------------------------------------| GU3516| PID Reference Object Distance Geod. Az | GU3516| dddmmss.s | GU3516| DA7688 HOG RM 2 6.196 METERS 09922 | GU3516| GU3517 PARIS APPROX. 2.8 KM 3182316.7 | GU3516| DA7687 HOG RM 1 6.488 METERS 35020 | GU3516|---------------------------------------------------------------------| GU3516 GU3516 SUPERSEDED SURVEY CONTROL GU3516 GU3516 NAD 83(1992)- 36 02 55.63732(N) 120 57 53.92488(W) AD(1991.35) 1 GU3516 ELLIP H (08/05/94) 145.79 (m) GP(1991.35) 4 2 GU3516 NAD 83(1992)- 36 02 55.63973(N) 120 57 53.92402(W) AD(1991.35) 2 GU3516 NAD 83(1986)- 36 02 55.63407(N) 120 57 53.91800(W) AD(1984.00) 2 GU3516 NAD 27 - 36 02 55.75467(N) 120 57 50.24010(W) AD( ) 2 GU3516 NGVD 29 (07/19/86) 178.8 (m) 587. (f) VERT ANG GU3516 GU3516.Superseded values are not recommended for survey control. GU3516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU3516.See file dsdata.txt to determine how the superseded data were derived. GU3516 GU3516_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE8331091276(NAD 83) GU3516_MARKER: DD = SURVEY DISK GU3516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU3516_SP_SET: CONCRETE POST GU3516_STAMPING: HOG 1974 GU3516_MARK LOGO: CADH GU3516_MAGNETIC: N = NO MAGNETIC MATERIAL GU3516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU3516+STABILITY: SURFACE MOTION GU3516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU3516+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004 GU3516 GU3516 HISTORY - Date Condition Report By GU3516 HISTORY - 1974 MONUMENTED CADT GU3516 HISTORY - 1974 GOOD CADT GU3516 HISTORY - 19930514 GOOD CADT GU3516 HISTORY - 20040526 GOOD CADT GU3516 HISTORY - 20040526 GOOD CADT GU3516 GU3516 STATION DESCRIPTION GU3516 GU3516'DESCRIBED BY CALTRANS 1974 (LDK) GU3516'THIS STATION IS LOCATED APPROXIMATELY 3.5 MILES, AIRLINE, NORTHWEST GU3516'OF SAN ARDO ALONG STATE HIGHWAY 101 AND WITHIN THE STATE RIGHT OF GU3516'WAY. IT IS ON TOP OF A CUTBANK ON THE WEST SIDE OF THE ROAD. GU3516' GU3516'TO REACH THE STATION FROM THE POST OFFICE IN SAN ARDO AT THE GU3516'INTERSECTION OF SHORT STREET AND RAILROAD STREET, GO NORTH ON GU3516'RAILROAD STREET FOR 1 BLOCK TO ITS INTERSECTION WITH CATTLEMEN GU3516'ROAD. TURN LEFT (SOUTH) ONTO CATTLEMEN ROAD AND PROCEED FOR 1.3 GU3516'MILES TO ITS INTERSECTION AT THE SAN ARDO UNDERCROSSING OF STATE GU3516'HIGHWAY 101 (POST MILE 22.0). TURN RIGHT (NORTH) ONTO STATE GU3516'HIGHWAY 101 AND GO 3.3 MILES TO THE STATION ON THE LEFT, 20 GU3516'FEET HIGHER THAN THE FREEWAY AT THE TOP OF A CUT BANK, 6.8 FEET GU3516'EAST OF THE WESTERLY STATE RIGHT OF WAY FENCE. GU3516' GU3516'STATION MARKS ARE STANDARD CALIFORNIA DIVISION OF HIGHWAYS 3-5/8 GU3516'INCH DIAMETER BRASS DISK STAMPED HOG 1974. THE SURFACE MARK IS SET GU3516'IN THE TOP OF A 14 INCH DIAMETER CONCRETE CYLINDER FLUSH WITH THE GU3516'GROUND. THE UNDERGROUND MARK IS SET IN CONCRETE 40 INCHES BELOW GU3516'THE GROUND SURFACE. GU3516' GU3516'REFERENCE MARK NO. 1, A STANDARD CALIFORNIA DIVISION OF HIGHWAYS GU3516'3-5/8 INCH DIAMETER BRASS DISK STAMPED HOG NO. 1 1974 IS SET IN THE GU3516'TOP OF A 12 INCH DIAMETER CONCRETE CYLINDER. IT IS 0.5 FEET BELOW GU3516'THE STATION. GU3516' GU3516'REFERENCE MARK NO. 2, A STANDARD CALIFORNIA DIVISION OF HIGHWAYS GU3516'3-5/8 INCH DIAMETER BRASS DISK STAMPED HOG NO. 2 1974, IS SET IN THE GU3516'TOP OF A 12 INCH DIAMETER CONCRETE CYLINDER. IT IS 0.5 FEET BELOW GU3516'THE STATION. GU3516' GU3516'HEIGHT OF LIGHT ABOVE STATION MARK 1.57 METERS. GU3516 GU3516 STATION RECOVERY (1974) GU3516 GU3516'RECOVERY NOTE BY CALTRANS 1974 GU3516'RECOVERED IN GOOD CONDITION. GU3516 GU3516 STATION RECOVERY (1993) GU3516 GU3516'RECOVERY NOTE BY CALTRANS 1993 GU3516'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED. A GU3516'COMPLETE NEW DESCRIPTION FOLLOWS. GU3516'$ GU3516'THE STATION IS LOCATED ON THE WEST SIDE OF U.S. HIGHWAY 101, ABOUT 14 GU3516'MI (22.5 KM) SOUTHEAST OF THE CITY OF KING CITY AND ABOUT 3.5 MI GU3516'(5.6 KM) NORTHWEST OF THE TOWN OF SAN ARDO. GU3516'$ GU3516'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE GU3516'HIGHWAY 198 NEAR THE COMMUNITY OF SAN LUCAS, GO SOUTH ON U.S. HIGHWAY GU3516'101 FOR 3.9 MI (6.3 KM) TO THE PARIS VALLEY ROAD OVERCROSSING. GU3516'CONTINUE SOUTH ON U.S. HIGHWAY 101 FOR 2.6 MI (4.2 KM) TO THE STATION GU3516'ON THE RIGHT AT POST MILE 25.50. A DIRT SHOULDER AT THE TOE OF SLOPE GU3516'PROVIDES ADEQUATE PARKING. GU3516'$ GU3516'THE STATION IS ABOUT 60 FT (18.3 M) SOUTHWEST OF THE SOUTHWEST EDGE OF GU3516'PAVEMENT OF THE SOUTH BOUND LANES OF U.S. HIGHWAY 101, 6.8 FT GU3516'(2.1 M) NORTHEAST OF A HOG AND 3 STRAND BARBED WIRE R/W FENCE, 4.2 FT GU3516'(1.3 M) SOUTHWEST OF A T-BAR METAL WITNESS POST PAINTED WHITE, 2.0 FT GU3516'(0.6 M) NORTHEAST OF A CARSONITE WITNESS POST, AND ABOUT 20 FT GU3516'(6.1 M) HIGHER THAN THE HIGHWAY. GU3516'$ GU3516'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION GU3516'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF GU3516'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN GU3516'ENCROACHMENT PERMIT FORM CALTRANS BEFORE USING THE STATION. TO GU3516'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN GU3516'SAN LUIS OBISPO AT (805) 549-3152. GU3516 GU3516 STATION RECOVERY (2004) GU3516 GU3516'RECOVERY NOTE BY CALTRANS 2004 (RF) GU3516'RECOVERED IN GOOD CONDITION. GU3516 GU3516 STATION RECOVERY (2004) GU3516 GU3516'RECOVERY NOTE BY CALTRANS 2004 (MEI) GU3516'THE STATION CAN ONLY BE APPROACHED FROM SOUTHBOUND HWY 101. THE GU3516'STATION IS ABOUT 3.5 MI NORTH OF SAN ARDO, A TOWN ABOUT NORTH OF PASO GU3516'ROBLES. FROM THE INTERSECTION OF HWY 101 AND CATTLEMEN RD EXIT FOR SAN GU3516'ARDO, DRIVE NORTH FOR 8.0 MI AND EXIT AT THE PARIS VALLEY RD TO THE GU3516'EAST AND LOCKWOOD/SAN LUCAS RD TO THE WEST. TURN LEFT (WEST) AND GU3516'DRIVE 0.1 MI TO CROSS THE FREEWAY. TURN LEFT ON THE ONRAMP AND DRIVE GU3516'SOUTH ON HWY 101 FOR 1.8 MI TO THE PARIS VALLEY ROAD OBLIQUE GU3516'OVERCROSSING. CONTINUE SOUTH FOR 2.6 MI TO THE STATION ON THE RIGHT GU3516'20 FT HIGHER THAN THE ROAD, AT POST MILE 25.50. THIS STATION WAS GU3516'OBSERVED IN THE SAN SIMEON POST-EARTHQUAKE AND HEIGHT MODERNIZATION GU3516'SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6761 *********************************************************************** DH6761 HT_MOD - This is a Height Modernization Survey Station. DH6761 DESIGNATION - HOGS HOGS GRP DH6761 PID - DH6761 DH6761 STATE/COUNTY- CA/MONTEREY DH6761 USGS QUAD - CHOLAME HILLS (1993) DH6761 DH6761 *CURRENT SURVEY CONTROL DH6761 ___________________________________________________________________ DH6761* NAD 83(1998)- 35 52 00.15447(N) 120 28 46.13082(W) ADJUSTED DH6761* NAVD 88 - 796.87 (meters) 2614.4 (feet) GPS OBS DH6761 ___________________________________________________________________ DH6761 EPOCH DATE - 2004.50 DH6761 X - -2,625,064.463 (meters) COMP DH6761 Y - -4,460,126.904 (meters) COMP DH6761 Z - 3,716,663.837 (meters) COMP DH6761 LAPLACE CORR- 0.78 (seconds) DEFLEC99 DH6761 ELLIP HEIGHT- 763.45 (meters) (06/30/05) GPS OBS DH6761 GEOID HEIGHT- -33.38 (meters) GEOID03 DH6761 DH6761 HORZ ORDER - A DH6761 ELLP ORDER - FOURTH CLASS I DH6761 DH6761.The horizontal coordinates were established by GPS observations DH6761.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6761.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6761.DATUM ITEM on the data sheet items page. DH6761.The horizontal coordinates are valid at the epoch date displayed above. DH6761.The epoch date for horizontal control is a decimal equivalence DH6761.of Year/Month/Day. DH6761 DH6761.The orthometric height was determined by GPS observations and a DH6761.high-resolution geoid model using precise GPS observation and DH6761.processing techniques. DH6761 DH6761.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6761 DH6761.The Laplace correction was computed from DEFLEC99 derived deflections. DH6761 DH6761.The ellipsoidal height was determined by GPS observations DH6761.and is referenced to NAD 83. DH6761 DH6761.The geoid height was determined by GEOID03. DH6761 DH6761; North East Units Scale Factor Converg. DH6761;SPC CA 4 - 560,214.268 1,866,382.005 MT 1.00002787 -0 52 57.5 DH6761;SPC CA 4 - 1,837,969.64 6,123,288.29 sFT 1.00002787 -0 52 57.5 DH6761;UTM 10 - 3,972,098.671 727,573.266 MT 1.00023821 +1 28 38.7 DH6761 DH6761! - Elev Factor x Scale Factor = Combined Factor DH6761!SPC CA 4 - 0.99988019 x 1.00002787 = 0.99990806 DH6761!UTM 10 - 0.99988019 x 1.00023821 = 1.00011837 DH6761 DH6761 SUPERSEDED SURVEY CONTROL DH6761 DH6761.No superseded survey control is available for this station. DH6761 DH6761_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE2757372099(NAD 83) DH6761_MARKER: Z = SEE DESCRIPTION DH6761_SETTING: 0 = UNSPECIFIED SETTING DH6761_SP_SET: CGPS DH6761_MAGNETIC: O = OTHER; SEE DESCRIPTION DH6761_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DH6761+STABILITY: POSITION/ELEVATION WELL DH6761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6761+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004 DH6761 DH6761 HISTORY - Date Condition Report By DH6761 HISTORY - UNK MONUMENTED DH6761 HISTORY - 20040801 SEE DESCRIPTION CSRC DH6761 DH6761 STATION DESCRIPTION DH6761 DH6761'DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 DH6761'COORDINATES ARE FOR THE GEODETIC REFERENCE POINT OF A CGPS(CONTINUOUS DH6761'GPS). INFORMATION ABOUT THIS SITE, SUCH AS THE GRP, ANTENNA TYPE AND DH6761'ANTENNA HEIGHT, CAN BE FOUND AT THE CSRC DATA PORTAL WEBSITE. DH6761'//CSRC.UCSD.EDU/CDP/ 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV2051 *********************************************************************** FV2051 HT_MOD - This is a Height Modernization Survey Station. FV2051 DESIGNATION - HPGN CA 05 08 FV2051 PID - FV2051 FV2051 STATE/COUNTY- CA/MONTEREY FV2051 USGS QUAD - BRADLEY (1979) FV2051 FV2051 *CURRENT SURVEY CONTROL FV2051 ___________________________________________________________________ FV2051* NAD 83(1998)- 35 51 17.21323(N) 120 47 57.49259(W) ADJUSTED FV2051* NAVD 88 - 162.79 (meters) 534.1 (feet) GPS OBS FV2051 ___________________________________________________________________ FV2051 EPOCH DATE - 2004.50 FV2051 X - -2,650,053.332 (meters) COMP FV2051 Y - -4,445,628.693 (meters) COMP FV2051 Z - 3,715,219.333 (meters) COMP FV2051 LAPLACE CORR- 2.35 (seconds) DEFLEC99 FV2051 ELLIP HEIGHT- 128.77 (meters) (06/30/05) GPS OBS FV2051 GEOID HEIGHT- -33.99 (meters) GEOID03 FV2051 FV2051 HORZ ORDER - B FV2051 ELLP ORDER - FOURTH CLASS I FV2051 FV2051.The horizontal coordinates were established by GPS observations FV2051.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV2051.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV2051.DATUM ITEM on the data sheet items page. FV2051.The horizontal coordinates are valid at the epoch date displayed above. FV2051.The epoch date for horizontal control is a decimal equivalence FV2051.of Year/Month/Day. FV2051 FV2051.The orthometric height was determined by GPS observations and a FV2051.high-resolution geoid model using precise GPS observation and FV2051.processing techniques. It supersedes the leveled height previously FV2051.determined for this station. FV2051 FV2051.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV2051 FV2051.The Laplace correction was computed from DEFLEC99 derived deflections. FV2051 FV2051.The ellipsoidal height was determined by GPS observations FV2051.and is referenced to NAD 83. FV2051 FV2051.The geoid height was determined by GEOID03. FV2051 FV2051; North East Units Scale Factor Converg. FV2051;SPC CA 4 - 559,384.014 1,837,475.784 MT 1.00003062 -1 04 24.4 FV2051;SPC CA 4 - 1,835,245.72 6,028,451.80 sFT 1.00003062 -1 04 24.4 FV2051;SPC CA 5 - 764,746.296 1,747,148.010 MT 1.00010769 -1 35 44.3 FV2051;SPC CA 5 - 2,509,005.14 5,732,101.43 sFT 1.00010769 -1 35 44.3 FV2051;UTM 10 - 3,970,077.820 698,722.009 MT 1.00008663 +1 17 22.0 FV2051 FV2051! - Elev Factor x Scale Factor = Combined Factor FV2051!SPC CA 4 - 0.99997979 x 1.00003062 = 1.00001041 FV2051!SPC CA 5 - 0.99997979 x 1.00010769 = 1.00008748 FV2051!UTM 10 - 0.99997979 x 1.00008663 = 1.00006642 FV2051 FV2051 SUPERSEDED SURVEY CONTROL FV2051 FV2051 NAD 83(1986)- 35 51 17.19732(N) 120 47 57.46970(W) AD(1984.00) 1 FV2051 NAD 83(1992)- 35 51 17.19997(N) 120 47 57.47774(W) AD(1991.35) B FV2051 ELLIP H (05/15/92) 128.82 (m) GP(1991.35) 4 2 FV2051 NAVD 88 (05/15/92) 162.81 (m) 534.2 (f) LEVELING 3 FV2051 NGVD 29 (11/22/00) 162.0 (m) 531. (f) GPS OBS FV2051 FV2051.Superseded values are not recommended for survey control. FV2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2051.See file dsdata.txt to determine how the superseded data were derived. FV2051 FV2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE9872270078(NAD 83) FV2051_MARKER: DD = SURVEY DISK FV2051_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) FV2051_SP_SET: ATOP STEEL ROD FV2051_STAMPING: HPGN-CALIF. STA. 05-08 1990 FV2051_MARK LOGO: CADT FV2051_PROJECTION: FLUSH FV2051_MAGNETIC: N = NO MAGNETIC MATERIAL FV2051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2051+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004 FV2051_ROD/PIPE-DEPTH: 5.00 meters FV2051 FV2051 HISTORY - Date Condition Report By FV2051 HISTORY - 1990 MONUMENTED CADT FV2051 HISTORY - 19910513 GOOD NGS FV2051 HISTORY - 19930321 GOOD NOS FV2051 HISTORY - 19930514 GOOD CADT FV2051 HISTORY - 19940127 GOOD NGS FV2051 HISTORY - 20000922 GOOD CADT FV2051 HISTORY - 20010508 GOOD CADT FV2051 HISTORY - 20020310 GOOD CADT FV2051 HISTORY - 20030508 GOOD CADT FV2051 HISTORY - 20040526 GOOD CADT FV2051 HISTORY - 20040526 GOOD CADT FV2051 FV2051 STATION DESCRIPTION FV2051 FV2051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 FV2051'THE STATION IS LOCATED ABOUT 18 MI (29.0 KM) NORTH OF PASO ROBLES. FV2051'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 101 AND FV2051'BRADLEY ROAD ABOUT 0.8 MI (1.3 KM) NORTH OF BRADLEY, GO SOUTH ON FV2051'HIGHWAY 101 FOR 1.30 MI (2.09 KM) TO THE STATION ON THE RIGHT, AT THE FV2051'SOUTHWEST CORNER OF THE SAN ANTONIO RIVER BRIDGE. FV2051'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM FV2051'ACCESS COVER, AT THE SOUTHERLY END OF THE SAN ANTONIO RIVER BRIDGE FV2051'(BRIDGE NO. 44-141). LOCATED 47 FT (14.3 M) WESTERLY FROM THE FV2051'SOUTHERLY BRIDGE ABUTEMENT OF SOUTHBOUND LANES, 28 FT (8.5 M) FV2051'NORTHEASTERLY FROM A U.S. ARMY NO TRESPASSING SIGN, 9 FT (2.7 M) FV2051'EASTERLY FROM A NORTH-SOUTH RIGHT-OF-WAY FENCE AND 1.65 FT (0.50 M) FV2051'WEST OF A FIBERGLASS WITNESS POST. PULL OFF ROAD ONTO DIRT SHOULDER FV2051'IMMEDIATELY UPON PASSING THE SOUTHERLY BRIDGE ABUTMENT. FV2051'THE STATION IS ADJACENT TO A WIDE SAFE PARKING AREA. FV2051 FV2051 STATION RECOVERY (1993) FV2051 FV2051'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF) FV2051'RECOVERED AS DESCRIBED. FV2051 FV2051 STATION RECOVERY (1993) FV2051 FV2051'RECOVERY NOTE BY CALTRANS 1993 FV2051'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. FV2051'$ FV2051'THE STATION IS LOCATED NEAR THE NORTHWEST BOUNDARY OF THE CAMP ROBERTS FV2051'MILITARY RESERVATION AT THE SOUTHEAST END OF THE U.S. HIGHWAY 101 FV2051'BRIDGE OVER THE SAN ANTONIO RIVER, ABOUT 31 MI (49.9 KM) SOUTHEAST OF FV2051'KING CITY, ABOUT 16 MI (25.7 KM) NORTH-NORTHWEST OF PASO ROBLES AND FV2051'ABOUT 0.5 MI (0.8 KM) SOUTH OF BRADLEY. FV2051'$ FV2051'TO REACH THE STATION FROM THE NORTH BRADLEY UNDERCROSSING ON U.S. FV2051'HIGHWAY 101 (BRIDGE NO. 44-142), ABOUT 0.8 MI (1.3 KM) WEST OF FV2051'BRADLEY, GO SOUTH ON U.S. HIGHWAY 101 FOR 1.3 MI (2.1 KM) TO THE FV2051'SOUTHEAST END OF THE BRIDGE OVER THE SAN ANTONIO RIVER (NO. 44-141) FV2051'AND THE STATION ON THE RIGHT AT POST MILE 6.65. A DIRT SHOULDER FV2051'ADJACENT TO THE STATION PROVIDES ADEQUATE PARKING. FV2051'$ FV2051'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET FV2051'IN CONCRETE FLUSH WITH THE GROUND, 47 FT (14.3 M) SOUTHERLY FROM THE FV2051'SOUTHEAST BRIDGE ABUTMENT OF THE SOUTH BOUND LANES OF U.S. HIGHWAY FV2051'101, 28 FT (8.5 M) NORTHWESTERLY OF A U.S. ARMY NO TRESSPASSING SIGN, FV2051'9 FT (2.7 M) EASTERLY OF A NORTH-SOUTH R/W FENCE, 1.7 FT (0.5 M) WEST FV2051'OF A CARSONITE WITNESS POST AND ABOUT 1 FT (0.3 M) HIGHER THAN THE FV2051'HIGHWAY. FV2051 FV2051 STATION RECOVERY (1994) FV2051 FV2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) FV2051'THE STATION IS LOCATED ABOUT 30 KM (18.6 MI) NORTH OF PASO ROBLES AND FV2051'1 KM (0.6 MI) SOUTHEAST OF BRADLEY. OWNERSHIP--CALIFORNIA DEPARTMENT FV2051'OF TRANSPORTATION. TO REACH FROM THE INTERSECTION OF US HIGHWAY 101 FV2051'AND BRADLEY ROAD, NORTH OF BRADLEY, GO SOUTH ON HIGHWAY 1 FOR 2.1 KM FV2051'(1.3 MI) TO THE STATION ON THE RIGHT, AT THE SOUTHWEST CORNER OF THE FV2051'SAN ANTONIO RIVER BRIDGE. STATION MARK IS CADT SURVEY DISK ATOP AN FV2051'ALUMINUM ALLOY ROD ENCASED IN A PIPE WITH LOGO CAP SURROUNDED BY FV2051'CONCRETE SET FLUSH WITH THE GROUND. IT IS 14.3 M (46.9 FT) WEST OF THE FV2051'SOUTHERN BRIDGE ABUTMENT OF THE SOUTHBOUND LANES, 8.5 M (27.9 FT) FV2051'NORTHEAST OF US ARMY NO TRESPASSING SIGN, 2.7 M (8.9 FT) EAST OF A FV2051'NORTH-SOUTH RIGHT-OF-WAY FENCE, 0.5 M (1.6 FT) WEST OF A FIBERGLASS FV2051'WITNESS POST. FV2051 FV2051 STATION RECOVERY (2000) FV2051 FV2051'RECOVERY NOTE BY CALTRANS 2000 (EJS) FV2051'RECOVERED AS DESCRIBED FV2051 FV2051 STATION RECOVERY (2001) FV2051 FV2051'RECOVERY NOTE BY CALTRANS 2001 (TJR) FV2051'RECOVERED IN GOOD CONDITION. FV2051 FV2051 STATION RECOVERY (2002) FV2051 FV2051'RECOVERY NOTE BY CALTRANS 2002 (SDM) FV2051'RECOVERED IN GOOD CONDITION. FV2051 FV2051 STATION RECOVERY (2003) FV2051 FV2051'RECOVERY NOTE BY CALTRANS 2003 (TJR) FV2051'RECOVERED IN GOOD CONDITION. FV2051 FV2051 STATION RECOVERY (2004) FV2051 FV2051'RECOVERY NOTE BY CALTRANS 2004 (RF) FV2051'RECOVERED IN GOOD CONDITION. FV2051 FV2051 STATION RECOVERY (2004) FV2051 FV2051'RECOVERY NOTE BY CALTRANS 2004 (RF) FV2051'RECOVERED AS DESCRIBED. THIS STATION WAS OBSERVED IN THE SAN SIMEON FV2051'POST-EARTHQUAKE AND HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV2052 *********************************************************************** FV2052 HT_MOD - This is a Height Modernization Survey Station. FV2052 CBN - This is a Cooperative Base Network Control Station. FV2052 DESIGNATION - HPGN CA 05 09 FV2052 PID - FV2052 FV2052 STATE/COUNTY- CA/MONTEREY FV2052 USGS QUAD - CAPE SAN MARTIN (1949) FV2052 FV2052 *CURRENT SURVEY CONTROL FV2052 ___________________________________________________________________ FV2052* NAD 83(1998)- 35 59 32.02586(N) 121 29 03.69235(W) ADJUSTED FV2052* NAVD 88 - 394.90 (meters) 1295.6 (feet) GPS OBS FV2052 ___________________________________________________________________ FV2052 EPOCH DATE - 2004.50 FV2052 X - -2,698,441.622 (meters) COMP FV2052 Y - -4,406,155.983 (meters) COMP FV2052 Z - 3,727,706.256 (meters) COMP FV2052 LAPLACE CORR- 16.38 (seconds) DEFLEC99 FV2052 ELLIP HEIGHT- 361.02 (meters) (06/30/05) GPS OBS FV2052 GEOID HEIGHT- -33.85 (meters) GEOID03 FV2052 FV2052 HORZ ORDER - B FV2052 ELLP ORDER - FOURTH CLASS I FV2052 FV2052.ITRF positions are available for this station. FV2052.The horizontal coordinates were established by GPS observations FV2052.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV2052.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV2052.DATUM ITEM on the data sheet items page. FV2052.The horizontal coordinates are valid at the epoch date displayed above. FV2052.The epoch date for horizontal control is a decimal equivalence FV2052.of Year/Month/Day. FV2052 FV2052.The orthometric height was determined by GPS observations and a FV2052.high-resolution geoid model using precise GPS observation and FV2052.processing techniques. It supersedes the leveled height previously FV2052.determined for this station. FV2052 FV2052.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV2052 FV2052.The Laplace correction was computed from DEFLEC99 derived deflections. FV2052 FV2052.The ellipsoidal height was determined by GPS observations FV2052.and is referenced to NAD 83. FV2052 FV2052.The geoid height was determined by GEOID03. FV2052 FV2052; North East Units Scale Factor Converg. FV2052;SPC CA 4 - 576,009.996 1,776,003.712 MT 1.00000148 -1 28 55.7 FV2052;SPC CA 4 - 1,889,792.80 5,826,772.18 sFT 1.00000148 -1 28 55.7 FV2052;SPC CA 5 - 781,924.100 1,685,820.150 MT 1.00015693 -1 59 10.1 FV2052;SPC CA 5 - 2,565,362.65 5,530,894.94 sFT 1.00015693 -1 59 10.1 FV2052;UTM 10 - 3,984,148.651 636,619.493 MT 0.99982999 +0 53 27.0 FV2052 FV2052! - Elev Factor x Scale Factor = Combined Factor FV2052!SPC CA 4 - 0.99994334 x 1.00000148 = 0.99994482 FV2052!SPC CA 5 - 0.99994334 x 1.00015693 = 1.00010026 FV2052!UTM 10 - 0.99994334 x 0.99982999 = 0.99977334 FV2052 FV2052 SUPERSEDED SURVEY CONTROL FV2052 FV2052 NAD 83(1998)- 35 59 32.01872(N) 121 29 03.68603(W) AD(1998.50) A FV2052 ELLIP H (04/06/00) 361.07 (m) GP(1998.50) 3 1 FV2052 NAD 83(1986)- 35 59 32.00590(N) 121 29 03.67086(W) AD(1984.00) 1 FV2052 NAD 83(1992)- 35 59 32.00979(N) 121 29 03.67666(W) AD(1991.35) B FV2052 ELLIP H (05/15/92) 361.12 (m) GP(1991.35) 4 2 FV2052 NAVD 88 (05/15/92) 394.92 (m) 1295.7 (f) LEVELING 3 FV2052 FV2052.Superseded values are not recommended for survey control. FV2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2052.See file dsdata.txt to determine how the superseded data were derived. FV2052 FV2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE3661984149(NAD 83) FV2052_MARKER: DD = SURVEY DISK FV2052_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) FV2052_SP_SET: ALUMINUM ALLOY ROD FV2052_STAMPING: HPGN-CALIF. STA. 05-09 1990 FV2052_MARK LOGO: CADT FV2052_PROJECTION: FLUSH FV2052_MAGNETIC: N = NO MAGNETIC MATERIAL FV2052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV2052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2052+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004 FV2052_ROD/PIPE-DEPTH: 4.30 meters FV2052 FV2052 HISTORY - Date Condition Report By FV2052 HISTORY - 1990 MONUMENTED CADT FV2052 HISTORY - 19910513 GOOD NGS FV2052 HISTORY - 19930510 GOOD CADT FV2052 HISTORY - 19930510 GOOD CADT FV2052 HISTORY - 19940127 GOOD NGS FV2052 HISTORY - 19980707 GOOD CADT FV2052 HISTORY - 20010508 GOOD CADT FV2052 HISTORY - 20020716 GOOD CADT FV2052 HISTORY - 20040519 GOOD CADT FV2052 HISTORY - 20040526 GOOD CADT FV2052 FV2052 STATION DESCRIPTION FV2052 FV2052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 FV2052'THE STATION IS LOCATED ABOUT 30 MI (48.3 KM) SOUTH-SOUTHEAST OF BIG FV2052'SUR. FV2052'TO REACH THE STATION FROM THE POST OFFICE IN BIG SUR, GO SOUTHEASTERLY FV2052'ON STATE HIGHWAY 1 FOR 26.45 MI (42.57 KM) TO A SIDE ROAD LEFT, AT FV2052'POST MILE 18.9, JUST AFTER CROSSING A BRIDGE. TURN LEFT ONTO FV2052'NACIMIENTO-FERGUSSON ROAD AND GO EAST FOR 2.7 MI (4.3 KM) TO A GRAVEL FV2052'TURNOUT AND THE STATION ON THE LEFT. FV2052'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM FV2052'ACCESS COVER, AT EDGE OF A WIDE DAYLIGHT SECTION. LOCATED 141.5 FT FV2052'(43.1 M) EASTERLY FROM A CORRUGATED METAL PIPE DROP INLET, 58.5 FT FV2052'(17.8 M) EASTERLY FROM THE CENTERLINE OF NACIMIENTO-FERGUSSON ROAD, FV2052'22.5 FT (6.9 M) NORTHERLY FROM TOP OF BANK, 4 FT (1.2 M) WESTERLY FV2052'FROM TOP OF BANK AND 1.65 FT (0.50 M) WEST-NORTHWEST OF A FIBERGLASS FV2052'WITNESS POST. FV2052'THE STATION IS ADJACENT TO WIDE SAFE PARKING AREA. FV2052 FV2052 STATION RECOVERY (1993) FV2052 FV2052'RECOVERY NOTE BY CALTRANS 1993 FV2052'RECOVERED IN GOOD CONDITION. FV2052 FV2052 STATION RECOVERY (1993) FV2052 FV2052'RECOVERY NOTE BY CALTRANS 1993 FV2052'THE RECOVERY WAS ADEQUATE EXCEPT FOR THE FOLLOWING REVISION. FV2052'$ FV2052'TO REACH THE STATION FROM THE ENTRANCE TO THE JULIA PFEIFFER BURNS FV2052'STATE PARK (HIGHWAY 1 POST MILE 35.84), GO SOUTH ON HIGHWAY 1 FOR FV2052'16.94 MI (27.26 KM) TO A SIDE ROAD LEFT, NACIMIENTO-FERGUSSON ROAD. FV2052'TURN LEFT AND GO EAST ON NACIMIENTO-FERGUSSON ROAD FOR 2.7 MI FV2052'(4.3 KM) TO A LARGE GRAVEL TURNOUT AND THE STATION ON THE RIGHT. THE FV2052'LARGE GRAVEL TURNOUT PROVIDES ADEQUATE PARKING. FV2052 FV2052 STATION RECOVERY (1994) FV2052 FV2052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) FV2052'THE STATION IS LOCATED ABOUT 50 KM (31.1 MI) SOUTH-SOUTHEAST OF BIG FV2052'SUR AND 40 KM (24.9 MI) NORTH-NORTHWEST OF CAMBRIA. FV2052'OWNERSHIP--CALIFORNIA DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE FV2052'POST OFFICE IN BIG SUR, GO SOUTHEASTERLY ON STATE HIGHWAY 1 FOR 42.6 FV2052'KM (26.5 MI) TO A PAVED ROAD LEFT. TURN LEFT, EAST, ON FV2052'NACIMIENTO-FERGUSSON ROAD FOR 4.43 KM (2.75 MI) TO A GRAVEL TURNOUT FV2052'AND THE STATION ON THE RIGHT. STATION MARK IS A STANDARD CADT SURVEY FV2052'DISK ATOP AN ALUMINUM ALLOY ROD ENCASED IN A PIPE WITH LOGO CAP FV2052'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND. IT IS 43.1 M (141.4 FV2052'FT) EAST OF A CORRUGATED METAL PIPE DROP INLET, 17.8 M (58.4 FT) EAST FV2052'OF THE CENTER OF NACIMIENTO-FERGUSSON ROAD, 6.9 M (22.6 FT) NORTH OF FV2052'THE TOP OF A BANK, 1.2 M (3.9 FT) WEST OF THE TOP OF A BANK, AND 0.5 M FV2052'(1.6 FT) WEST-NORTHWEST OF A FIBERGLASS WITNESS POST. FV2052 FV2052 STATION RECOVERY (1998) FV2052 FV2052'RECOVERY NOTE BY CALTRANS 1998 (REH) FV2052'RECOVERED AS DESCRIBED. FV2052 FV2052 STATION RECOVERY (2001) FV2052 FV2052'RECOVERY NOTE BY CALTRANS 2001 (TJR) FV2052'RECOVERED IN GOOD CONDITION. FV2052 FV2052 STATION RECOVERY (2002) FV2052 FV2052'RECOVERY NOTE BY CALTRANS 2002 (SM) FV2052'RECOVERED IN GOOD CONDITION. FV2052 FV2052 STATION RECOVERY (2004) FV2052 FV2052'RECOVERY NOTE BY CALTRANS 2004 (RF) FV2052'RECOVERED IN GOOD CONDITION. FV2052 FV2052 STATION RECOVERY (2004) FV2052 FV2052'RECOVERY NOTE BY CALTRANS 2004 (RF) FV2052'RECOVERED AS DESCRIBED THIS STATION WAS OBSERVED IN THE SAN SIMEON FV2052'POST-EARTHQUAKE AND HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6762 *********************************************************************** DH6762 HT_MOD - This is a Height Modernization Survey Station. DH6762 DESIGNATION - HUNT HUNT GRP DH6762 PID - DH6762 DH6762 STATE/COUNTY- CA/MONTEREY DH6762 USGS QUAD - PARKFIELD (1961) DH6762 DH6762 *CURRENT SURVEY CONTROL DH6762 ___________________________________________________________________ DH6762* NAD 83(1998)- 35 52 50.90847(N) 120 24 08.52875(W) ADJUSTED DH6762* NAVD 88 - 483.30 (meters) 1585.6 (feet) GPS OBS DH6762 ___________________________________________________________________ DH6762 EPOCH DATE - 2004.50 DH6762 X - -2,618,466.901 (meters) COMP DH6762 Y - -4,462,645.997 (meters) COMP DH6762 Z - 3,717,747.813 (meters) COMP DH6762 LAPLACE CORR- 0.66 (seconds) DEFLEC99 DH6762 ELLIP HEIGHT- 449.94 (meters) (06/30/05) GPS OBS DH6762 GEOID HEIGHT- -33.33 (meters) GEOID03 DH6762 DH6762 HORZ ORDER - A DH6762 ELLP ORDER - FOURTH CLASS I DH6762 DH6762.The horizontal coordinates were established by GPS observations DH6762.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6762.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6762.DATUM ITEM on the data sheet items page. DH6762.The horizontal coordinates are valid at the epoch date displayed above. DH6762.The epoch date for horizontal control is a decimal equivalence DH6762.of Year/Month/Day. DH6762 DH6762.The orthometric height was determined by GPS observations and a DH6762.high-resolution geoid model using precise GPS observation and DH6762.processing techniques. DH6762 DH6762.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6762 DH6762.The Laplace correction was computed from DEFLEC99 derived deflections. DH6762 DH6762.The ellipsoidal height was determined by GPS observations DH6762.and is referenced to NAD 83. DH6762 DH6762.The geoid height was determined by GEOID03. DH6762 DH6762; North East Units Scale Factor Converg. DH6762;SPC CA 4 - 561,673.958 1,873,368.612 MT 1.00002467 -0 50 11.9 DH6762;SPC CA 4 - 1,842,758.64 6,146,210.19 sFT 1.00002467 -0 50 11.9 DH6762;UTM 10 - 3,973,845.214 734,495.444 MT 1.00027763 +1 31 23.4 DH6762 DH6762! - Elev Factor x Scale Factor = Combined Factor DH6762!SPC CA 4 - 0.99992939 x 1.00002467 = 0.99995405 DH6762!UTM 10 - 0.99992939 x 1.00027763 = 1.00020700 DH6762 DH6762 SUPERSEDED SURVEY CONTROL DH6762 DH6762.No superseded survey control is available for this station. DH6762 DH6762_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE3449573845(NAD 83) DH6762_MARKER: Z = SEE DESCRIPTION DH6762_SETTING: 0 = UNSPECIFIED SETTING DH6762_SP_SET: CGPS DH6762_MAGNETIC: O = OTHER; SEE DESCRIPTION DH6762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DH6762+STABILITY: POSITION/ELEVATION WELL DH6762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6762+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004 DH6762 DH6762 HISTORY - Date Condition Report By DH6762 HISTORY - UNK MONUMENTED DH6762 HISTORY - 20040801 SEE DESCRIPTION CSRC DH6762 DH6762 STATION DESCRIPTION DH6762 DH6762'DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 DH6762'COORDINATES ARE FOR THE GEODETIC REFERENCE POINT OF A CGPS(CONTINUOUS DH6762'GPS). INFORMATION ABOUT THIS SITE, SUCH AS THE GRP, ANTENNA TYPE AND DH6762'ANTENNA HEIGHT, CAN BE FOUND AT THE CSRC DATA PORTAL WEBSITE. DH6762' DH6762'//CSRC.UCSD.EDU/CDP/ 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU2755 *********************************************************************** GU2755 HT_MOD - This is a Height Modernization Survey Station. GU2755 DESIGNATION - J 695 RESET 1963 GU2755 PID - GU2755 GU2755 STATE/COUNTY- CA/MONTEREY GU2755 USGS QUAD - LOPEZ POINT (1984) GU2755 GU2755 *CURRENT SURVEY CONTROL GU2755 ___________________________________________________________________ GU2755* NAD 83(1998)- 36 02 38.54229(N) 121 35 03.62914(W) ADJUSTED GU2755* NAVD 88 - 49.43 (meters) 162.2 (feet) GPS OBS GU2755 ___________________________________________________________________ GU2755 EPOCH DATE - 2004.50 GU2755 X - -2,704,209.223 (meters) COMP GU2755 Y - -4,398,322.278 (meters) COMP GU2755 Z - 3,732,152.846 (meters) COMP GU2755 LAPLACE CORR- 20.18 (seconds) DEFLEC99 GU2755 ELLIP HEIGHT- 15.18 (meters) (06/30/05) GPS OBS GU2755 GEOID HEIGHT- -34.23 (meters) GEOID03 GU2755 DYNAMIC HT - 49.39 (meters) 162.0 (feet) COMP GU2755 MODELED GRAV- 979,825.1 (mgal) NAVD 88 GU2755 OBS GRAVITY - 979,823.2 (mgal) GRAV_OBS GU2755 GU2755 HORZ ORDER - B GU2755 VERT ORDER - FIRST CLASS I (See Below) GU2755 ELLP ORDER - FOURTH CLASS I GU2755 GU2755.The horizontal coordinates were established by GPS observations GU2755.and adjusted by the GEODETIC SOLUTIONS in June 2005. GU2755.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GU2755.DATUM ITEM on the data sheet items page. GU2755.The horizontal coordinates are valid at the epoch date displayed above. GU2755.The epoch date for horizontal control is a decimal equivalence GU2755.of Year/Month/Day. GU2755 GU2755.The orthometric height was determined by GPS observations and a GU2755.high-resolution geoid model using precise GPS observation and GU2755.processing techniques. It supersedes the leveled height previously GU2755.determined for this station. GU2755.The vertical order pertains to the first NAVD 88 superseded value. GU2755 GU2755.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU2755 GU2755.The Laplace correction was computed from DEFLEC99 derived deflections. GU2755 GU2755.The ellipsoidal height was determined by GPS observations GU2755.and is referenced to NAD 83. GU2755 GU2755.The geoid height was determined by GEOID03. GU2755 GU2755.The dynamic height is computed by dividing the NAVD 88 GU2755.geopotential number by the normal gravity value computed on the GU2755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GU2755.degrees latitude (g = 980.6199 gals.). GU2755 GU2755.The modeled gravity was interpolated from observed gravity values. GU2755.The observed gravity was obtained from relative gravimeter ties GU2755.to the IGSN71 gravity network. GU2755 GU2755; North East Units Scale Factor Converg. GU2755;SPC CA 4 - 581,994.596 1,767,145.845 MT 0.99999197 -1 32 30.4 GU2755;SPC CA 4 - 1,909,427.27 5,797,710.99 sFT 0.99999197 -1 32 30.4 GU2755;UTM 10 - 3,989,760.192 627,522.991 MT 0.99980038 +0 49 59.1 GU2755 GU2755! - Elev Factor x Scale Factor = Combined Factor GU2755!SPC CA 4 - 0.99999762 x 0.99999197 = 0.99998959 GU2755!UTM 10 - 0.99999762 x 0.99980038 = 0.99979800 GU2755 GU2755 SUPERSEDED SURVEY CONTROL GU2755 GU2755 NAVD 88 (06/15/91) 49.508 (m) 162.43 (f) ADJUSTED 1 1 GU2755 NGVD 29 (10/21/93) 48.643 (m) 159.59 (f) ADJUSTED 1 1 GU2755 GU2755.Superseded values are not recommended for survey control. GU2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU2755.See file dsdata.txt to determine how the superseded data were derived. GU2755 GU2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE2752389760(NAD 83) GU2755_MARKER: DB = BENCH MARK DISK GU2755_SETTING: 36 = SET IN A MASSIVE STRUCTURE GU2755_SP_SET: BRIDGE ABUTMENT GU2755_STAMPING: J 695 RESET 1963 GU2755_MAGNETIC: N = NO MAGNETIC MATERIAL GU2755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GU2755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU2755+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004 GU2755 GU2755 HISTORY - Date Condition Report By GU2755 HISTORY - 1963 MONUMENTED CADH GU2755 HISTORY - 1969 GOOD NGS GU2755 HISTORY - 1971 GOOD GU2755 HISTORY - 1977 GOOD NGS GU2755 HISTORY - 20040603 GOOD CADT GU2755 HISTORY - 20040603 GOOD CADT GU2755 GU2755 STATION DESCRIPTION GU2755 GU2755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 GU2755'21 MI SE FROM BIG SUR. GU2755'21.0 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE ENTRANCE GU2755'TO PFEIFFER BIG SUR STATE PARK AT BIG SUR, AT CONCRETE BRIDGE GU2755'44-57 OVER VICENTE CREEK, SET IN THE TOP OF THE SOUTHWEST GU2755'CONCRETE WHEEL GUARD ABOVE THE SOUTHEAST CONCRETE ABUTMENT, 14.0 GU2755'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 13.2 FEET GU2755'NORTHWEST OF THE SOUTHEAST END OF THE WHEEL GUARD, AND ABOUT 1 GU2755'FOOT HIGHER THAN THE HIGHWAY. GU2755 GU2755 STATION RECOVERY (1971) GU2755 GU2755'RECOVERED 1971 GU2755'RECOVERED IN GOOD CONDITION. GU2755 GU2755 STATION RECOVERY (1977) GU2755 GU2755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 GU2755'RECOVERED IN GOOD CONDITION. GU2755 GU2755 STATION RECOVERY (2004) GU2755 GU2755'RECOVERY NOTE BY CALTRANS 2004 (BF) GU2755'RECOVERED IN GOOD CONDITION. GU2755 GU2755 STATION RECOVERY (2004) GU2755 GU2755'RECOVERY NOTE BY CALTRANS 2004 (JDD) GU2755'RECOVERED AS DESCRIBED. THIS STATION WAS OBSERVED IN THE SAN SIMEON GU2755'POST-EARTHQUAKE AND HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV0203 *********************************************************************** FV0203 DESIGNATION - L 1189 FV0203 PID - FV0203 FV0203 STATE/COUNTY- CA/MONTEREY FV0203 USGS QUAD - BRADLEY (1979) FV0203 FV0203 *CURRENT SURVEY CONTROL FV0203 ___________________________________________________________________ FV0203* NAD 83(1986)- 35 48 39. (N) 120 45 05. (W) SCALED FV0203* NAVD 88 - 177.535 (meters) 582.46 (feet) ADJUSTED FV0203 ___________________________________________________________________ FV0203 GEOID HEIGHT- -34.00 (meters) GEOID03 FV0203 DYNAMIC HT - 177.373 (meters) 581.93 (feet) COMP FV0203 MODELED GRAV- 979,715.9 (mgal) NAVD 88 FV0203 FV0203 VERT ORDER - FIRST CLASS I FV0203 FV0203.The horizontal coordinates were scaled from a topographic map and have FV0203.an estimated accuracy of +/- 6 seconds. FV0203 FV0203.The orthometric height was determined by differential leveling FV0203.and adjusted by the National Geodetic Survey in June 1991. FV0203 FV0203.The geoid height was determined by GEOID03. FV0203 FV0203.The dynamic height is computed by dividing the NAVD 88 FV0203.geopotential number by the normal gravity value computed on the FV0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FV0203.degrees latitude (g = 980.6199 gals.). FV0203 FV0203.The modeled gravity was interpolated from observed gravity values. FV0203 FV0203; North East Units Estimated Accuracy FV0203;SPC CA 4 - 554,430. 1,841,710. MT (+/- 180 meters Scaled) FV0203 FV0203 SUPERSEDED SURVEY CONTROL FV0203 FV0203 NGVD 29 (??/??/??) 176.588 (m) 579.36 (f) ADJUSTED 1 1 FV0203 FV0203.Superseded values are not recommended for survey control. FV0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV0203.See file dsdata.txt to determine how the superseded data were derived. FV0203 FV0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE031653(NAD 83) FV0203_MARKER: DB = BENCH MARK DISK FV0203_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE FV0203_SP_SET: HEADWALL FV0203_STAMPING: L 1189 1968 FV0203_MARK LOGO: CGS FV0203_MAGNETIC: N = NO MAGNETIC MATERIAL FV0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV0203+STABILITY: SURFACE MOTION FV0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV0203+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003 FV0203 FV0203 HISTORY - Date Condition Report By FV0203 HISTORY - 1968 MONUMENTED CGS FV0203 HISTORY - 19890123 GOOD NGS FV0203 HISTORY - 20030827 GOOD JOHFRA FV0203 HISTORY - 20030827 GOOD JOHFRA FV0203 FV0203 STATION DESCRIPTION FV0203 FV0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 FV0203'5.6 MI SE FROM BRADLEY. FV0203'5.65 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FV0203'FROM THE SIDING SIGN AT BRADLEY, IN R11E T24S, SECTION 26, FV0203'IN THE TOP AND 1.2 FEET SOUTH OF THE NORTH END OF THE WEST FV0203'CONCRETE HEAD WALL OF CULVERT 201.55, 13.9 FEET WEST OF THE FV0203'WEST RAIL, AND ABOUT 3 FEET LOWER THAN THE TRACK. FV0203 FV0203 STATION RECOVERY (1989) FV0203 FV0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 FV0203'RECOVERED IN GOOD CONDITION. FV0203 FV0203 STATION RECOVERY (2003) FV0203 FV0203'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP) FV0203'HANDHELD GPS POSITION = N35-48-41.6 W120-45-05.6 FV0203 FV0203 STATION RECOVERY (2003) FV0203 FV0203'RECOVERY NOTE BY JOHNSON-FRANK 2003 FV0203'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AJ1872 *********************************************************************** AJ1872 HT_MOD - This is a Height Modernization Survey Station. AJ1872 DESIGNATION - LAND LANG PARKFIELD GRP AJ1872 PID - AJ1872 AJ1872 STATE/COUNTY- CA/MONTEREY AJ1872 USGS QUAD - PARKFIELD (1961) AJ1872 AJ1872 *CURRENT SURVEY CONTROL AJ1872 ___________________________________________________________________ AJ1872* NAD 83(1998)- 35 53 59.22735(N) 120 28 23.76550(W) ADJUSTED AJ1872* NAVD 88 - 602.49 (meters) 1976.7 (feet) GPS OBS AJ1872 ___________________________________________________________________ AJ1872 EPOCH DATE - 2004.50 AJ1872 X - -2,623,409.980 (meters) COMP AJ1872 Y - -4,458,421.673 (meters) COMP AJ1872 Z - 3,719,523.734 (meters) COMP AJ1872 LAPLACE CORR- -0.62 (seconds) DEFLEC99 AJ1872 ELLIP HEIGHT- 569.15 (meters) (06/30/05) GPS OBS AJ1872 GEOID HEIGHT- -33.31 (meters) GEOID03 AJ1872 AJ1872 HORZ ORDER - A AJ1872 ELLP ORDER - FOURTH CLASS I AJ1872 AJ1872.ITRF positions are available for this station. AJ1872.The horizontal coordinates were established by GPS observations AJ1872.and adjusted by the GEODETIC SOLUTIONS in June 2005. AJ1872.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AJ1872.DATUM ITEM on the data sheet items page. AJ1872.The horizontal coordinates are valid at the epoch date displayed above. AJ1872.The epoch date for horizontal control is a decimal equivalence AJ1872.of Year/Month/Day. AJ1872 AJ1872.The orthometric height was determined by GPS observations and a AJ1872.high-resolution geoid model using precise GPS observation and AJ1872.processing techniques. AJ1872 AJ1872.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ1872 AJ1872.The Laplace correction was computed from DEFLEC99 derived deflections. AJ1872 AJ1872.The ellipsoidal height was determined by GPS observations AJ1872.and is referenced to NAD 83. AJ1872 AJ1872.The geoid height was determined by GEOID03. AJ1872 AJ1872; North East Units Scale Factor Converg. AJ1872;SPC CA 4 - 563,875.286 1,866,999.343 MT 1.00002046 -0 52 44.2 AJ1872;SPC CA 4 - 1,849,980.83 6,125,313.68 sFT 1.00002046 -0 52 44.2 AJ1872;UTM 10 - 3,975,782.803 728,039.387 MT 1.00024082 +1 28 56.1 AJ1872 AJ1872! - Elev Factor x Scale Factor = Combined Factor AJ1872!SPC CA 4 - 0.99991068 x 1.00002046 = 0.99993114 AJ1872!UTM 10 - 0.99991068 x 1.00024082 = 1.00015148 AJ1872 AJ1872 SUPERSEDED SURVEY CONTROL AJ1872 AJ1872 NAD 83(1998)- 35 53 59.22394(N) 120 28 23.76141(W) AD(2000.35) A AJ1872 ELLIP H (04/03/01) 569.16 (m) GP(2000.35) 1 1 AJ1872 AJ1872.Superseded values are not recommended for survey control. AJ1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AJ1872.See file dsdata.txt to determine how the superseded data were derived. AJ1872 AJ1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE2803975783(NAD 83) AJ1872_MARKER: Z = SEE DESCRIPTION AJ1872_SETTING: 0 = UNSPECIFIED SETTING AJ1872_SP_SET: CGPS AJ1872_MARK LOGO: NONE AJ1872_MAGNETIC: N = NO MAGNETIC MATERIAL AJ1872_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AJ1872+STABILITY: POSITION/ELEVATION WELL AJ1872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ1872+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004 AJ1872 AJ1872 HISTORY - Date Condition Report By AJ1872 HISTORY - 19990825 MONUMENTED NGS AJ1872 HISTORY - 20040801 GOOD CSRC AJ1872 AJ1872 STATION DESCRIPTION AJ1872 AJ1872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 AJ1872'THIS IS A CALIFORNIA CORS. AJ1872'THESE COORDINATES ARE FOR THE GEODETIC REFERENCE MARK OF A AJ1872'CALIFORNIA CORS. INFORMATION ABOUT THE GRM, ANTENNA TYPE AJ1872'AND ANTENNA HEIGHT CAN BE FOUND AT THE SOPAC WEBSITE: AJ1872'HTTP://SOPAC.UCSD.EDU/SCRIPTS/SIMPL.CGI AJ1872 AJ1872 STATION RECOVERY (2004) AJ1872 AJ1872'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 AJ1872'COORDINATES ARE FOR THE GEODETIC REFERENCE POINT OF A CGPS(CONTINUOUS AJ1872'GPS). INFORMATION ABOUT THIS SITE, SUCH AS THE GRP, ANTENNA TYPE AND AJ1872'ANTENNA HEIGHT, CAN BE FOUND AT THE CSRC DATA PORTAL WEBSITE. AJ1872'//CSRC.UCSD.EDU/CDP/ 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6763 *********************************************************************** DH6763 HT_MOD - This is a Height Modernization Survey Station. DH6763 DESIGNATION - LOWS LOWES GRP DH6763 PID - DH6763 DH6763 STATE/COUNTY- CA/MONTEREY DH6763 USGS QUAD - RANCHITO CANYON (1976) DH6763 DH6763 *CURRENT SURVEY CONTROL DH6763 ___________________________________________________________________ DH6763* NAD 83(1998)- 35 49 43.33640(N) 120 35 39.36934(W) ADJUSTED DH6763* NAVD 88 - 463.01 (meters) 1519.1 (feet) GPS OBS DH6763 ___________________________________________________________________ DH6763 EPOCH DATE - 2004.50 DH6763 X - -2,635,113.911 (meters) COMP DH6763 Y - -4,456,751.599 (meters) COMP DH6763 Z - 3,713,049.691 (meters) COMP DH6763 LAPLACE CORR- 3.01 (seconds) DEFLEC99 DH6763 ELLIP HEIGHT- 429.26 (meters) (06/30/05) GPS OBS DH6763 GEOID HEIGHT- -33.71 (meters) GEOID03 DH6763 DH6763 HORZ ORDER - A DH6763 ELLP ORDER - FOURTH CLASS I DH6763 DH6763.The horizontal coordinates were established by GPS observations DH6763.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6763.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6763.DATUM ITEM on the data sheet items page. DH6763.The horizontal coordinates are valid at the epoch date displayed above. DH6763.The epoch date for horizontal control is a decimal equivalence DH6763.of Year/Month/Day. DH6763 DH6763.The orthometric height was determined by GPS observations and a DH6763.high-resolution geoid model using precise GPS observation and DH6763.processing techniques. DH6763 DH6763.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6763 DH6763.The Laplace correction was computed from DEFLEC99 derived deflections. DH6763 DH6763.The ellipsoidal height was determined by GPS observations DH6763.and is referenced to NAD 83. DH6763 DH6763.The geoid height was determined by GEOID03. DH6763 DH6763; North East Units Scale Factor Converg. DH6763;SPC CA 4 - 556,163.720 1,855,945.903 MT 1.00003680 -0 57 04.0 DH6763;SPC CA 4 - 1,824,680.47 6,089,049.18 sFT 1.00003680 -0 57 04.0 DH6763;UTM 10 - 3,967,621.031 717,310.985 MT 1.00018195 +1 24 31.6 DH6763 DH6763! - Elev Factor x Scale Factor = Combined Factor DH6763!SPC CA 4 - 0.99993263 x 1.00003680 = 0.99996943 DH6763!UTM 10 - 0.99993263 x 1.00018195 = 1.00011457 DH6763 DH6763 SUPERSEDED SURVEY CONTROL DH6763 DH6763.No superseded survey control is available for this station. DH6763 DH6763_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE1731167621(NAD 83) DH6763_MARKER: Z = SEE DESCRIPTION DH6763_SETTING: 0 = UNSPECIFIED SETTING DH6763_SP_SET: CGPS DH6763_MAGNETIC: O = OTHER; SEE DESCRIPTION DH6763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DH6763+STABILITY: POSITION/ELEVATION WELL DH6763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6763+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004 DH6763 DH6763 HISTORY - Date Condition Report By DH6763 HISTORY - UNK MONUMENTED DH6763 HISTORY - 20040801 SEE DESCRIPTION CSRC DH6763 DH6763 STATION DESCRIPTION DH6763 DH6763'DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 DH6763'COORDINATES ARE FOR THE GEODETIC REFERENCE POINT OF A CGPS(CONTINUOUS DH6763'GPS). INFORMATION ABOUT THIS SITE, SUCH AS THE GRP, ANTENNA TYPE AND DH6763'ANTENNA HEIGHT, CAN BE FOUND AT THE CSRC DATA PORTAL WEBSITE. DH6763'//CSRC.UCSD.EDU/CDP/ 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV0260 *********************************************************************** FV0260 DESIGNATION - M 1189 FV0260 PID - FV0260 FV0260 STATE/COUNTY- CA/MONTEREY FV0260 USGS QUAD - SAN MIGUEL (1979) FV0260 FV0260 *CURRENT SURVEY CONTROL FV0260 ___________________________________________________________________ FV0260* NAD 83(1986)- 35 47 59. (N) 120 44 34. (W) SCALED FV0260* NAVD 88 - 186.583 (meters) 612.15 (feet) ADJUSTED FV0260 ___________________________________________________________________ FV0260 GEOID HEIGHT- -34.01 (meters) GEOID03 FV0260 DYNAMIC HT - 186.412 (meters) 611.59 (feet) COMP FV0260 MODELED GRAV- 979,714.0 (mgal) NAVD 88 FV0260 FV0260 VERT ORDER - FIRST CLASS I FV0260 FV0260.The horizontal coordinates were scaled from a topographic map and have FV0260.an estimated accuracy of +/- 6 seconds. FV0260 FV0260.The orthometric height was determined by differential leveling FV0260.and adjusted by the National Geodetic Survey in June 1991. FV0260 FV0260.The geoid height was determined by GEOID03. FV0260 FV0260.The dynamic height is computed by dividing the NAVD 88 FV0260.geopotential number by the normal gravity value computed on the FV0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FV0260.degrees latitude (g = 980.6199 gals.). FV0260 FV0260.The modeled gravity was interpolated from observed gravity values. FV0260 FV0260; North East Units Estimated Accuracy FV0260;SPC CA 4 - 553,180. 1,842,470. MT (+/- 180 meters Scaled) FV0260 FV0260 SUPERSEDED SURVEY CONTROL FV0260 FV0260 NGVD 29 (??/??/??) 185.635 (m) 609.04 (f) ADJUSTED 1 1 FV0260 FV0260.Superseded values are not recommended for survey control. FV0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV0260.See file dsdata.txt to determine how the superseded data were derived. FV0260 FV0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE039640(NAD 83) FV0260_MARKER: DB = BENCH MARK DISK FV0260_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE FV0260_SP_SET: OVERPASS ABUTMENT FV0260_STAMPING: M 1189 1968 FV0260_MARK LOGO: CGS FV0260_MAGNETIC: N = NO MAGNETIC MATERIAL FV0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV0260+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003 FV0260 FV0260 HISTORY - Date Condition Report By FV0260 HISTORY - 1968 MONUMENTED CGS FV0260 HISTORY - 19890123 GOOD NGS FV0260 HISTORY - 20030827 GOOD JOHFRA FV0260 HISTORY - 20030827 GOOD JOHFRA FV0260 FV0260 STATION DESCRIPTION FV0260 FV0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 FV0260'6.6 MI SE FROM BRADLEY. FV0260'6.65 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FV0260'FROM THE SIDING SIGN AT BRADLEY, IN R11E T24S, SECTION 36, FV0260'AT RAILROAD MILEAGE 202.55, ABOUT 210 FEET SOUTHWEST OF SEMAPHORES FV0260'202.5 AND 202.6, INTHE TOP AND 1.0 FOOT SOUTHEAST OF THE FV0260'NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF U.S. HIGHWAY FV0260'101 CAMP ROBERTS OVERPASS, 198.6 FEET SOUTHWEST OF THE SOUTHWEST FV0260'RAIL, AND ABOUT LEVEL WITH THE TRACK. FV0260 FV0260 STATION RECOVERY (1989) FV0260 FV0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 FV0260'RECOVERED IN GOOD CONDITION. FV0260 FV0260 STATION RECOVERY (2003) FV0260 FV0260'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP) FV0260'HANDHELD GPS POSITION = N35-47-58.0 W120-44-33.2 FV0260 FV0260 STATION RECOVERY (2003) FV0260 FV0260'RECOVERY NOTE BY JOHNSON-FRANK 2003 FV0260'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6764 *********************************************************************** DH6764 HT_MOD - This is a Height Modernization Survey Station. DH6764 DESIGNATION - MASW MASON WEST GRP DH6764 PID - DH6764 DH6764 STATE/COUNTY- CA/MONTEREY DH6764 USGS QUAD - CHOLAME HILLS (1993) DH6764 DH6764 *CURRENT SURVEY CONTROL DH6764 ___________________________________________________________________ DH6764* NAD 83(1998)- 35 49 57.33064(N) 120 26 34.95872(W) ADJUSTED DH6764* NAVD 88 - 747.84 (meters) 2453.5 (feet) GPS OBS DH6764 ___________________________________________________________________ DH6764 EPOCH DATE - 2004.50 DH6764 X - -2,623,330.867 (meters) COMP DH6764 Y - -4,463,672.699 (meters) COMP DH6764 Z - 3,713,566.303 (meters) COMP DH6764 LAPLACE CORR- 0.59 (seconds) DEFLEC99 DH6764 ELLIP HEIGHT- 714.35 (meters) (06/30/05) GPS OBS DH6764 GEOID HEIGHT- -33.46 (meters) GEOID03 DH6764 DH6764 HORZ ORDER - A DH6764 ELLP ORDER - FOURTH CLASS I DH6764 DH6764.The horizontal coordinates were established by GPS observations DH6764.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6764.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6764.DATUM ITEM on the data sheet items page. DH6764.The horizontal coordinates are valid at the epoch date displayed above. DH6764.The epoch date for horizontal control is a decimal equivalence DH6764.of Year/Month/Day. DH6764 DH6764.The orthometric height was determined by GPS observations and a DH6764.high-resolution geoid model using precise GPS observation and DH6764.processing techniques. DH6764 DH6764.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6764 DH6764.The Laplace correction was computed from DEFLEC99 derived deflections. DH6764 DH6764.The ellipsoidal height was determined by GPS observations DH6764.and is referenced to NAD 83. DH6764 DH6764.The geoid height was determined by GEOID03. DH6764 DH6764; North East Units Scale Factor Converg. DH6764;SPC CA 4 - 556,378.931 1,869,615.622 MT 1.00003586 -0 51 39.2 DH6764;SPC CA 4 - 1,825,386.54 6,133,897.25 sFT 1.00003586 -0 51 39.2 DH6764;UTM 10 - 3,968,398.899 730,962.755 MT 1.00025737 +1 29 51.2 DH6764 DH6764! - Elev Factor x Scale Factor = Combined Factor DH6764!SPC CA 4 - 0.99988789 x 1.00003586 = 0.99992375 DH6764!UTM 10 - 0.99988789 x 1.00025737 = 1.00014523 DH6764 DH6764 SUPERSEDED SURVEY CONTROL DH6764 DH6764.No superseded survey control is available for this station. DH6764 DH6764_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE3096368399(NAD 83) DH6764_MARKER: Z = SEE DESCRIPTION DH6764_SETTING: 0 = UNSPECIFIED SETTING DH6764_SP_SET: CGPS DH6764_MAGNETIC: O = OTHER; SEE DESCRIPTION DH6764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DH6764+STABILITY: POSITION/ELEVATION WELL DH6764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6764+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004 DH6764 DH6764 HISTORY - Date Condition Report By DH6764 HISTORY - UNK MONUMENTED DH6764 HISTORY - 20040801 SEE DESCRIPTION CSRC DH6764 DH6764 STATION DESCRIPTION DH6764 DH6764'DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 DH6764'COORDINATES ARE FOR THE GEODETIC REFERENCE POINT OF A CGPS(CONTINUOUS DH6764'GPS). INFORMATION ABOUT THIS SITE, SUCH AS THE GRP, ANTENNA TYPE AND DH6764'ANTENNA HEIGHT, CAN BE FOUND AT THE CSRC DATA PORTAL WEBSITE. DH6764'//CSRC.UCSD.EDU/CDP/ 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AJ1886 *********************************************************************** AJ1886 HT_MOD - This is a Height Modernization Survey Station. AJ1886 DESIGNATION - MIDA MIDA PARKFIELD GRP AJ1886 PID - AJ1886 AJ1886 STATE/COUNTY- CA/MONTEREY AJ1886 USGS QUAD - PARKFIELD (1961) AJ1886 AJ1886 *CURRENT SURVEY CONTROL AJ1886 ___________________________________________________________________ AJ1886* NAD 83(1998)- 35 55 18.87170(N) 120 27 31.73805(W) ADJUSTED AJ1886* NAVD 88 - 604.59 (meters) 1983.6 (feet) GPS OBS AJ1886 ___________________________________________________________________ AJ1886 EPOCH DATE - 2004.50 AJ1886 X - -2,621,556.280 (meters) COMP AJ1886 Y - -4,457,843.546 (meters) COMP AJ1886 Z - 3,721,513.344 (meters) COMP AJ1886 LAPLACE CORR- -0.37 (seconds) DEFLEC99 AJ1886 ELLIP HEIGHT- 571.28 (meters) (06/30/05) GPS OBS AJ1886 GEOID HEIGHT- -33.27 (meters) GEOID03 AJ1886 AJ1886 HORZ ORDER - A AJ1886 ELLP ORDER - FOURTH CLASS I AJ1886 AJ1886.ITRF positions are available for this station. AJ1886.The horizontal coordinates were established by GPS observations AJ1886.and adjusted by the GEODETIC SOLUTIONS in June 2005. AJ1886.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AJ1886.DATUM ITEM on the data sheet items page. AJ1886.The horizontal coordinates are valid at the epoch date displayed above. AJ1886.The epoch date for horizontal control is a decimal equivalence AJ1886.of Year/Month/Day. AJ1886 AJ1886.The orthometric height was determined by GPS observations and a AJ1886.high-resolution geoid model using precise GPS observation and AJ1886.processing techniques. AJ1886 AJ1886.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ1886 AJ1886.The Laplace correction was computed from DEFLEC99 derived deflections. AJ1886 AJ1886.The ellipsoidal height was determined by GPS observations AJ1886.and is referenced to NAD 83. AJ1886 AJ1886.The geoid height was determined by GEOID03. AJ1886 AJ1886; North East Units Scale Factor Converg. AJ1886;SPC CA 4 - 566,309.888 1,868,341.203 MT 1.00001568 -0 52 13.1 AJ1886;SPC CA 4 - 1,857,968.36 6,129,716.10 sFT 1.00001568 -0 52 13.1 AJ1886;UTM 10 - 3,978,271.191 729,280.072 MT 1.00024781 +1 29 29.5 AJ1886 AJ1886! - Elev Factor x Scale Factor = Combined Factor AJ1886!SPC CA 4 - 0.99991035 x 1.00001568 = 0.99992602 AJ1886!UTM 10 - 0.99991035 x 1.00024781 = 1.00015813 AJ1886 AJ1886 SUPERSEDED SURVEY CONTROL AJ1886 AJ1886 NAD 83(1998)- 35 55 18.86944(N) 120 27 31.73575(W) AD(2000.35) A AJ1886 ELLIP H (04/03/01) 571.31 (m) GP(2000.35) 1 1 AJ1886 AJ1886.Superseded values are not recommended for survey control. AJ1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AJ1886.See file dsdata.txt to determine how the superseded data were derived. AJ1886 AJ1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE2928078271(NAD 83) AJ1886_MARKER: Z = SEE DESCRIPTION AJ1886_SETTING: 0 = UNSPECIFIED SETTING AJ1886_SP_SET: CGPS AJ1886_MARK LOGO: NONE AJ1886_MAGNETIC: N = NO MAGNETIC MATERIAL AJ1886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AJ1886+STABILITY: POSITION/ELEVATION WELL AJ1886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ1886+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004 AJ1886 AJ1886 HISTORY - Date Condition Report By AJ1886 HISTORY - 19990826 MONUMENTED NGS AJ1886 HISTORY - 20040801 GOOD CSRC AJ1886 AJ1886 STATION DESCRIPTION AJ1886 AJ1886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 AJ1886'THIS IS A CALIFORNIA CORS. AJ1886'THESE COORDINATES ARE FOR THE GEODETIC REFERENCE MARK OF A AJ1886'CALIFORNIA CORS. INFORMATION ABOUT THE GRM, ANTENNA TYPE AJ1886'AND ANTENNA HEIGHT CAN BE FOUND AT THE SOPAC WEBSITE: AJ1886'HTTP://SOPAC.UCSD.EDU/SCRIPTS/SIMPL.CGI AJ1886 AJ1886 STATION RECOVERY (2004) AJ1886 AJ1886'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 AJ1886'COORDINATES ARE FOR THE GEODETIC REFERENCE POINT OF A CGPS(CONTINUOUS AJ1886'GPS). INFORMATION ABOUT THIS SITE, SUCH AS THE GRP, ANTENNA TYPE AND AJ1886'ANTENNA HEIGHT, CAN BE FOUND AT THE CSRC DATA PORTAL WEBSITE. AJ1886'//CSRC.UCSD.EDU/CDP/ 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6765 *********************************************************************** DH6765 HT_MOD - This is a Height Modernization Survey Station. DH6765 DESIGNATION - MNMC MINE MOUNTAIN GRP DH6765 PID - DH6765 DH6765 STATE/COUNTY- CA/MONTEREY DH6765 USGS QUAD - PARKFIELD (1961) DH6765 DH6765 *CURRENT SURVEY CONTROL DH6765 ___________________________________________________________________ DH6765* NAD 83(1998)- 35 58 10.08346(N) 120 26 02.53547(W) ADJUSTED DH6765* NAVD 88 - 1095.72 (meters) 3594.9 (feet) GPS OBS DH6765 ___________________________________________________________________ DH6765 EPOCH DATE - 2004.50 DH6765 X - -2,618,260.282 (meters) COMP DH6765 Y - -4,456,648.531 (meters) COMP DH6765 Z - 3,726,074.406 (meters) COMP DH6765 LAPLACE CORR- -0.02 (seconds) DEFLEC99 DH6765 ELLIP HEIGHT- 1062.52 (meters) (06/30/05) GPS OBS DH6765 GEOID HEIGHT- -33.17 (meters) GEOID03 DH6765 DH6765 HORZ ORDER - A DH6765 ELLP ORDER - FOURTH CLASS I DH6765 DH6765.The horizontal coordinates were established by GPS observations DH6765.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6765.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6765.DATUM ITEM on the data sheet items page. DH6765.The horizontal coordinates are valid at the epoch date displayed above. DH6765.The epoch date for horizontal control is a decimal equivalence DH6765.of Year/Month/Day. DH6765 DH6765.The orthometric height was determined by GPS observations and a DH6765.high-resolution geoid model using precise GPS observation and DH6765.processing techniques. DH6765 DH6765.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6765 DH6765.The Laplace correction was computed from DEFLEC99 derived deflections. DH6765 DH6765.The ellipsoidal height was determined by GPS observations DH6765.and is referenced to NAD 83. DH6765 DH6765.The geoid height was determined by GEOID03. DH6765 DH6765; North East Units Scale Factor Converg. DH6765;SPC CA 4 - 571,552.708 1,870,656.099 MT 1.00000591 -0 51 19.9 DH6765;SPC CA 4 - 1,875,169.18 6,137,310.88 sFT 1.00000591 -0 51 19.9 DH6765;UTM 10 - 3,983,606.277 731,377.385 MT 1.00025971 +1 30 28.1 DH6765 DH6765! - Elev Factor x Scale Factor = Combined Factor DH6765!SPC CA 4 - 0.99983327 x 1.00000591 = 0.99983917 DH6765!UTM 10 - 0.99983327 x 1.00025971 = 1.00009293 DH6765 DH6765 SUPERSEDED SURVEY CONTROL DH6765 DH6765.No superseded survey control is available for this station. DH6765 DH6765_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE3137783606(NAD 83) DH6765_MARKER: Z = SEE DESCRIPTION DH6765_SETTING: 0 = UNSPECIFIED SETTING DH6765_SP_SET: CGPS DH6765_MAGNETIC: O = OTHER; SEE DESCRIPTION DH6765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DH6765+STABILITY: POSITION/ELEVATION WELL DH6765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6765+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004 DH6765 DH6765 HISTORY - Date Condition Report By DH6765 HISTORY - UNK MONUMENTED DH6765 HISTORY - 20040801 SEE DESCRIPTION CSRC DH6765 DH6765 STATION DESCRIPTION DH6765 DH6765'DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 DH6765'COORDINATES ARE FOR THE GEODETIC REFERENCE POINT OF A CGPS(CONTINUOUS DH6765'GPS). INFORMATION ABOUT THIS SITE, SUCH AS THE GRP, ANTENNA TYPE AND DH6765'ANTENNA HEIGHT, CAN BE FOUND AT THE CSRC DATA PORTAL WEBSITE. DH6765'//CSRC.UCSD.EDU/CDP/ 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6771 *********************************************************************** DH6771 HT_MOD - This is a Height Modernization Survey Station. DH6771 DESIGNATION - MON 1 PM 29.8 RESET DH6771 PID - DH6771 DH6771 STATE/COUNTY- CA/MONTEREY DH6771 USGS QUAD - LOPEZ POINT (1984) DH6771 DH6771 *CURRENT SURVEY CONTROL DH6771 ___________________________________________________________________ DH6771* NAD 83(1998)- 36 05 13.51708(N) 121 37 04.14709(W) ADJUSTED DH6771* NAVD 88 - 85.30 (meters) 279.9 (feet) GPS OBS DH6771 ___________________________________________________________________ DH6771 EPOCH DATE - 2004.50 DH6771 X - -2,705,319.642 (meters) COMP DH6771 Y - -4,394,371.566 (meters) COMP DH6771 Z - 3,736,035.233 (meters) COMP DH6771 LAPLACE CORR- 19.84 (seconds) DEFLEC99 DH6771 ELLIP HEIGHT- 51.14 (meters) (06/30/05) GPS OBS DH6771 GEOID HEIGHT- -34.13 (meters) GEOID03 DH6771 DH6771 HORZ ORDER - B DH6771 ELLP ORDER - FOURTH CLASS I DH6771 DH6771.The horizontal coordinates were established by GPS observations DH6771.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6771.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6771.DATUM ITEM on the data sheet items page. DH6771.The horizontal coordinates are valid at the epoch date displayed above. DH6771.The epoch date for horizontal control is a decimal equivalence DH6771.of Year/Month/Day. DH6771 DH6771.The orthometric height was determined by GPS observations and a DH6771.high-resolution geoid model using precise GPS observation and DH6771.processing techniques. DH6771 DH6771.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6771 DH6771.The Laplace correction was computed from DEFLEC99 derived deflections. DH6771 DH6771.The ellipsoidal height was determined by GPS observations DH6771.and is referenced to NAD 83. DH6771 DH6771.The geoid height was determined by GEOID03. DH6771 DH6771; North East Units Scale Factor Converg. DH6771;SPC CA 4 - 586,851.136 1,764,260.410 MT 0.99998468 -1 33 42.3 DH6771;SPC CA 4 - 1,925,360.77 5,788,244.36 sFT 0.99998468 -1 33 42.3 DH6771;UTM 10 - 3,994,492.053 624,439.340 MT 0.99979080 +0 48 51.2 DH6771 DH6771! - Elev Factor x Scale Factor = Combined Factor DH6771!SPC CA 4 - 0.99999197 x 0.99998468 = 0.99997665 DH6771!UTM 10 - 0.99999197 x 0.99979080 = 0.99978278 DH6771 DH6771 SUPERSEDED SURVEY CONTROL DH6771 DH6771.No superseded survey control is available for this station. DH6771 DH6771_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE2443994492(NAD 83) DH6771_MARKER: DD = SURVEY DISK DH6771_SETTING: 0 = UNSPECIFIED SETTING DH6771_STAMPING: MON 1 PM 29.8 RESET 2004 DH6771_MARK LOGO: CSRC DH6771_MAGNETIC: N = NO MAGNETIC MATERIAL DH6771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6771+STABILITY: SURFACE MOTION DH6771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6771+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004 DH6771 DH6771 HISTORY - Date Condition Report By DH6771 HISTORY - 1986 MONUMENTED CADT DH6771 HISTORY - 20040701 GOOD CADT DH6771 DH6771 STATION DESCRIPTION DH6771 DH6771'DESCRIBED BY CALTRANS 2004 (RF) DH6771'RECOVERED AS DESCRIBED WITH THE FOLLOWING CRITICAL NOTATION. AS THE DH6771'ABOVE RECOVERY NOTE INDICATES, THE CAP WAS MISSING FROM THIS MONUMENT. DH6771'IN JUNE 2004, A COUPLE OF INCHES OF THE TOP OF THE ROD WAS REMOVED AND DH6771'A NEW CAP, WITH 'RESET 2004' IN ADDITION TO THE NAME, WAS INSTALLED, DH6771'FIRMLY ATTACHED TO THE ORIGINAL ROD. THEREFORE, THE NEW DISK IS DH6771'ABOUT 3 CM LOWER THAN ORIGINALLY, SO THE DIFFERENCE IN ELLIPSOID DH6771'HEIGHTS FROM THE 2004 OBSERVATION AND THE PREVIOUSLY PUBLISHED (1993 DH6771'OBSERVATION, 1994 ADJUSTMENT DATE) HEIGHT OF ABOUT 3 CM SHOULD NOT BE DH6771'ATTRIBUTED TO VERTICAL CRUSTAL MOTION. IT IS STAMPED 'RESET 2004' DH6771'BUT THE MONUMENT HORIZONTAL POSITION DID NOT CHANGE (OTHER THAN DUE DH6771'TO PLATE TECTONICS) SO IT WAS NOT GIVEN A NEW PID. THIS STATION WAS DH6771'OBSERVED IN THE SAN SIMEON POST-EARTHQUAKE AND HEIGHT MODERNIZATION DH6771'SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV2075 *********************************************************************** FV2075 HT_MOD - This is a Height Modernization Survey Station. FV2075 DESIGNATION - MON 1 PM 9.7 FV2075 PID - FV2075 FV2075 STATE/COUNTY- CA/MONTEREY FV2075 USGS QUAD - VILLA CREEK (1949) FV2075 FV2075 *CURRENT SURVEY CONTROL FV2075 ___________________________________________________________________ FV2075* NAD 83(1998)- 35 52 18.08849(N) 121 26 36.44927(W) ADJUSTED FV2075* NAVD 88 - 111.49 (meters) 365.8 (feet) GPS OBS FV2075 ___________________________________________________________________ FV2075 EPOCH DATE - 2004.50 FV2075 X - -2,699,269.987 (meters) COMP FV2075 Y - -4,414,581.189 (meters) COMP FV2075 Z - 3,716,709.546 (meters) COMP FV2075 LAPLACE CORR- 16.37 (seconds) DEFLEC99 FV2075 ELLIP HEIGHT- 76.95 (meters) (06/30/05) GPS OBS FV2075 GEOID HEIGHT- -34.51 (meters) GEOID03 FV2075 FV2075 HORZ ORDER - B FV2075 ELLP ORDER - FOURTH CLASS I FV2075 FV2075.The horizontal coordinates were established by GPS observations FV2075.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV2075.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV2075.DATUM ITEM on the data sheet items page. FV2075.The horizontal coordinates are valid at the epoch date displayed above. FV2075.The epoch date for horizontal control is a decimal equivalence FV2075.of Year/Month/Day. FV2075 FV2075.The orthometric height was determined by GPS observations and a FV2075.high-resolution geoid model using precise GPS observation and FV2075.processing techniques. It supersedes the leveled height previously FV2075.determined for this station. FV2075 FV2075.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV2075 FV2075.The Laplace correction was computed from DEFLEC99 derived deflections. FV2075 FV2075.The ellipsoidal height was determined by GPS observations FV2075.and is referenced to NAD 83. FV2075 FV2075.The geoid height was determined by GEOID03. FV2075 FV2075; North East Units Scale Factor Converg. FV2075;SPC CA 4 - 562,544.889 1,779,350.388 MT 1.00002673 -1 27 27.8 FV2075;SPC CA 4 - 1,845,616.02 5,837,752.06 sFT 1.00002673 -1 27 27.8 FV2075;UTM 10 - 3,970,835.915 640,519.778 MT 0.99984331 +0 54 44.1 FV2075 FV2075! - Elev Factor x Scale Factor = Combined Factor FV2075!SPC CA 4 - 0.99998792 x 1.00002673 = 1.00001465 FV2075!UTM 10 - 0.99998792 x 0.99984331 = 0.99983123 FV2075 FV2075 SUPERSEDED SURVEY CONTROL FV2075 FV2075 NAD 83(1992)- 35 52 18.07210(N) 121 26 36.43296(W) AD(1991.35) 1 FV2075 ELLIP H (06/24/96) 77.02 (m) GP(1991.35) 4 1 FV2075 NAD 83(1992)- 35 52 18.07212(N) 121 26 36.43290(W) AD(1991.35) 1 FV2075 ELLIP H (08/05/94) 77.02 (m) GP(1991.35) 4 2 FV2075 NAVD 88 (08/05/94) 111.58 (m) 366.1 (f) LEVELING 3 FV2075 FV2075.Superseded values are not recommended for survey control. FV2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2075.See file dsdata.txt to determine how the superseded data were derived. FV2075 FV2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE4052070836(NAD 83) FV2075_MARKER: DD = SURVEY DISK FV2075_SETTING: 0 = UNSPECIFIED SETTING FV2075_STAMPING: MON-01 PM 9.7 GPS-13 1986 FV2075_MARK LOGO: CADT FV2075_MAGNETIC: N = NO MAGNETIC MATERIAL FV2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV2075+STABILITY: SURFACE MOTION FV2075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2075+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004 FV2075 FV2075 HISTORY - Date Condition Report By FV2075 HISTORY - 1986 MONUMENTED CADT FV2075 HISTORY - 19930505 GOOD CADT FV2075 HISTORY - 20040519 GOOD CADT FV2075 HISTORY - 20040526 GOOD CADT FV2075 FV2075 STATION DESCRIPTION FV2075 FV2075'DESCRIBED BY CALTRANS 1993 FV2075'THE STATION IS LOCATED ON THE WEST SIDE OF STATE HIGHWAY 1, ABOUT 33 FV2075'MI (53.1 KM) SOUTHEAST OF THE TOWN OF BIG SUR AND ABOUT 0.7 MI FV2075'(1.1 KM) SOUTH OF THE CALTRANS WILLOW SPRINGS MAINTENANCE STATION FV2075'NEAR THE COMMUNITY OF GORDA. FV2075'$ FV2075'TO REACH THE STATION FROM THE ENTRANCE TO JULIA PFEIFFER BURNS STATE FV2075'PARK (HIGHWAY 1 POST MILE 35.84), GO SOUTH ON HIGHWAY 1 FOR 16.94 MI FV2075'(27.26 KM) TO A SIDE ROAD LEFT, NACIMIENTO/FERGUSSON ROAD. CONTINUE FV2075'SOUTH ON HIGHWAY 1 FOR 8.5 MI (13.7 KM) TO THE CALTRANS WILLOW FV2075'SPRINGS MAINTENANCE STATION ON THE LEFT. CONTINUE SOUTH ON HIGHWAY 1 FV2075'FOR 0.7 MI (1.1 KM) TO THE STATION ON THE RIGHT AT POST MILE 9.7. A FV2075'DIRT SHOULDER ADJACENT TO THE STATION PROVIDES ADEQUATE PARKING. FV2075'$ FV2075'THE STATION IS A 4 INCH DIAMETER BERNSTEN W-1-B EXTENDABLE HIGHWAY FV2075'MONUMENT SET IN CONCRETE. THE UNDERGROUND MARK IS COMPRISED OF 2 FV2075'UNSTAMPED 11 INCH BREAKAWAY SECTIONS WITH MAGNET SET IN CONCRETE, 3.0 FV2075'FT (0.9 M) BELOW THE SURFACE. THE STATION IS ON TOP OF THE HIGHEST FV2075'AND MOST EASTERLY OF TWO KNOBS OF ROAD CUT, 75 FT (22.9 M) SOUTH OF FV2075'THE CENTERLINE OF HIGHWAY 1, 4 FT (1.2 M) SOUTH OF THE TOP OF BANK, FV2075'3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, 2.0 FT (0.6 M) NORTH FV2075'OF A SECOND CARSONITE WITNESS POST AND ABOUT 40 FT (12.2 M) HIGHER FV2075'THAN THE HIGHWAY. FV2075'$ FV2075'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV2075'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF FV2075'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN FV2075'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO FV2075'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN FV2075'SAN LUIS OBISPO AT (805) 549-3152. FV2075 FV2075 STATION RECOVERY (2004) FV2075 FV2075'RECOVERY NOTE BY CALTRANS 2004 (RF) FV2075'RECOVERED IN GOOD CONDITION. FV2075 FV2075 STATION RECOVERY (2004) FV2075 FV2075'RECOVERY NOTE BY CALTRANS 2004 (RF) FV2075'RECOVERED AS DESCRIBED. THIS STATION WAS OBSERVED IN THE SAN SIMEON FV2075'POST-EARTHQUAKE AND HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AI4498 *********************************************************************** AI4498 HT_MOD - This is a Height Modernization Survey Station. AI4498 DESIGNATION - PKDB PARKFIELD GRP AI4498 PID - AI4498 AI4498 STATE/COUNTY- CA/MONTEREY AI4498 USGS QUAD - STOCKDALE MOUNTAIN (1948) AI4498 AI4498 *CURRENT SURVEY CONTROL AI4498 ___________________________________________________________________ AI4498* NAD 83(1998)- 35 56 42.84131(N) 120 32 29.55403(W) ADJUSTED AI4498* NAVD 88 - 623.72 (meters) 2046.3 (feet) GPS OBS AI4498 ___________________________________________________________________ AI4498 EPOCH DATE - 2004.50 AI4498 X - -2,627,226.038 (meters) COMP AI4498 Y - -4,452,758.935 (meters) COMP AI4498 Z - 3,723,620.359 (meters) COMP AI4498 LAPLACE CORR- 0.80 (seconds) DEFLEC99 AI4498 ELLIP HEIGHT- 590.47 (meters) (06/30/05) GPS OBS AI4498 GEOID HEIGHT- -33.22 (meters) GEOID03 AI4498 AI4498 HORZ ORDER - A AI4498 ELLP ORDER - FOURTH CLASS I AI4498 AI4498.ITRF positions are available for this station. AI4498.The horizontal coordinates were established by GPS observations AI4498.and adjusted by the GEODETIC SOLUTIONS in June 2005. AI4498.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI4498.DATUM ITEM on the data sheet items page. AI4498.The horizontal coordinates are valid at the epoch date displayed above. AI4498.The epoch date for horizontal control is a decimal equivalence AI4498.of Year/Month/Day. AI4498 AI4498.The orthometric height was determined by GPS observations and a AI4498.high-resolution geoid model using precise GPS observation and AI4498.processing techniques. AI4498 AI4498.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI4498 AI4498.The Laplace correction was computed from DEFLEC99 derived deflections. AI4498 AI4498.The ellipsoidal height was determined by GPS observations AI4498.and is referenced to NAD 83. AI4498 AI4498.The geoid height was determined by GEOID03. AI4498 AI4498; North East Units Scale Factor Converg. AI4498;SPC CA 4 - 569,014.291 1,860,917.250 MT 1.00001080 -0 55 10.8 AI4498;SPC CA 4 - 1,866,841.05 6,105,359.34 sFT 1.00001080 -0 55 10.8 AI4498;UTM 10 - 3,980,667.763 721,749.337 MT 1.00020595 +1 26 37.4 AI4498 AI4498! - Elev Factor x Scale Factor = Combined Factor AI4498!SPC CA 4 - 0.99990733 x 1.00001080 = 0.99991813 AI4498!UTM 10 - 0.99990733 x 1.00020595 = 1.00011326 AI4498 AI4498 SUPERSEDED SURVEY CONTROL AI4498 AI4498 NAD 83(1998)- 35 56 42.83792(N) 120 32 29.54969(W) AD(2000.35) A AI4498 ELLIP H (04/03/01) 589.96 (m) GP(2000.35) 1 1 AI4498 NAD 83(1998)- 35 56 42.83553(N) 120 32 29.54809(W) AD(1998.50) A AI4498 ELLIP H (04/06/00) 590.50 (m) GP(1998.50) 3 1 AI4498 AI4498.Superseded values are not recommended for survey control. AI4498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI4498.See file dsdata.txt to determine how the superseded data were derived. AI4498 AI4498_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE2174980668(NAD 83) AI4498_MARKER: Z = SEE DESCRIPTION AI4498_SETTING: 0 = UNSPECIFIED SETTING AI4498_SP_SET: CORS AI4498_MARK LOGO: NONE AI4498_MAGNETIC: N = NO MAGNETIC MATERIAL AI4498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AI4498+STABILITY: POSITION/ELEVATION WELL AI4498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI4498+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004 AI4498 AI4498 HISTORY - Date Condition Report By AI4498 HISTORY - 19960920 MONUMENTED NGS AI4498 HISTORY - 20040801 GOOD CSRC AI4498 AI4498 STATION DESCRIPTION AI4498 AI4498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 AI4498'THESE COORDINATES ARE FOR THE GEODETIC REFERENCE MARK OF A AI4498'CALIFORNIA CORS. INFORMATION ABOUT THE GRM, ANTENNA TYPE AI4498'AND ANTENNA HEIGHT CAN BE FOUND AT THE SOPAC WEBSITE: AI4498'HTTP://SOPAC.UCSD.EDU/SCRIPTS/SIMPL.CGI AI4498 AI4498 STATION RECOVERY (2004) AI4498 AI4498'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 AI4498'COORDINATES ARE FOR THE GEODETIC REFERENCE POINT OF A CGPS(CONTINUOUS AI4498'GPS). INFORMATION ABOUT THIS SITE, SUCH AS THE GRP, ANTENNA TYPE AND AI4498'ANTENNA HEIGHT, CAN BE FOUND AT THE CSRC DATA PORTAL WEBSITE. AI4498'//CSRC.UCSD.EDU/CDP/ 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AJ1909 *********************************************************************** AJ1909 HT_MOD - This is a Height Modernization Survey Station. AJ1909 DESIGNATION - POMM POMM PARKFIELD GRP AJ1909 PID - AJ1909 AJ1909 STATE/COUNTY- CA/MONTEREY AJ1909 USGS QUAD - PARKFIELD (1961) AJ1909 AJ1909 *CURRENT SURVEY CONTROL AJ1909 ___________________________________________________________________ AJ1909* NAD 83(1998)- 35 55 11.66111(N) 120 28 42.31138(W) ADJUSTED AJ1909* NAVD 88 - 631.00 (meters) 2070.2 (feet) GPS OBS AJ1909 ___________________________________________________________________ AJ1909 EPOCH DATE - 2004.50 AJ1909 X - -2,623,158.363 (meters) COMP AJ1909 Y - -4,457,077.138 (meters) COMP AJ1909 Z - 3,721,348.850 (meters) COMP AJ1909 LAPLACE CORR- -0.48 (seconds) DEFLEC99 AJ1909 ELLIP HEIGHT- 597.70 (meters) (06/30/05) GPS OBS AJ1909 GEOID HEIGHT- -33.27 (meters) GEOID03 AJ1909 AJ1909 HORZ ORDER - A AJ1909 ELLP ORDER - FOURTH CLASS I AJ1909 AJ1909.ITRF positions are available for this station. AJ1909.The horizontal coordinates were established by GPS observations AJ1909.and adjusted by the GEODETIC SOLUTIONS in June 2005. AJ1909.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AJ1909.DATUM ITEM on the data sheet items page. AJ1909.The horizontal coordinates are valid at the epoch date displayed above. AJ1909.The epoch date for horizontal control is a decimal equivalence AJ1909.of Year/Month/Day. AJ1909 AJ1909.The orthometric height was determined by GPS observations and a AJ1909.high-resolution geoid model using precise GPS observation and AJ1909.processing techniques. AJ1909 AJ1909.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ1909 AJ1909.The Laplace correction was computed from DEFLEC99 derived deflections. AJ1909 AJ1909.The ellipsoidal height was determined by GPS observations AJ1909.and is referenced to NAD 83. AJ1909 AJ1909.The geoid height was determined by GEOID03. AJ1909 AJ1909; North East Units Scale Factor Converg. AJ1909;SPC CA 4 - 566,114.724 1,866,568.678 MT 1.00001611 -0 52 55.2 AJ1909;SPC CA 4 - 1,857,328.06 6,123,900.74 sFT 1.00001611 -0 52 55.2 AJ1909;UTM 10 - 3,978,003.085 727,516.696 MT 1.00023788 +1 28 47.7 AJ1909 AJ1909! - Elev Factor x Scale Factor = Combined Factor AJ1909!SPC CA 4 - 0.99990620 x 1.00001611 = 0.99992231 AJ1909!UTM 10 - 0.99990620 x 1.00023788 = 1.00014406 AJ1909 AJ1909 SUPERSEDED SURVEY CONTROL AJ1909 AJ1909 NAD 83(1998)- 35 55 11.65782(N) 120 28 42.30736(W) AD(2000.35) A AJ1909 ELLIP H (04/03/01) 597.71 (m) GP(2000.35) 1 1 AJ1909 AJ1909.Superseded values are not recommended for survey control. AJ1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AJ1909.See file dsdata.txt to determine how the superseded data were derived. AJ1909 AJ1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE2751778003(NAD 83) AJ1909_MARKER: Z = SEE DESCRIPTION AJ1909_SETTING: 0 = UNSPECIFIED SETTING AJ1909_SP_SET: CGPS AJ1909_MARK LOGO: NONE AJ1909_MAGNETIC: N = NO MAGNETIC MATERIAL AJ1909_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AJ1909+STABILITY: POSITION/ELEVATION WELL AJ1909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ1909+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004 AJ1909 AJ1909 HISTORY - Date Condition Report By AJ1909 HISTORY - 19990821 MONUMENTED NGS AJ1909 HISTORY - 20040801 GOOD CSRC AJ1909 AJ1909 STATION DESCRIPTION AJ1909 AJ1909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 AJ1909'THIS IS A CALIFORNIA CORS. AJ1909'THESE COORDINATES ARE FOR THE GEODETIC REFERENCE MARK OF A AJ1909'CALIFORNIA CORS. INFORMATION ABOUT THE GRM, ANTENNA TYPE AJ1909'AND ANTENNA HEIGHT CAN BE FOUND AT THE SOPAC WEBSITE: AJ1909'HTTP://SOPAC.UCSD.EDU/SCRIPTS/SIMPL.CGI AJ1909 AJ1909 STATION RECOVERY (2004) AJ1909 AJ1909'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 AJ1909'COORDINATES ARE FOR THE GEODETIC REFERENCE POINT OF A CGPS(CONTINUOUS AJ1909'GPS). INFORMATION ABOUT THIS SITE, SUCH AS THE GRP, ANTENNA TYPE AND AJ1909'ANTENNA HEIGHT, CAN BE FOUND AT THE CSRC DATA PORTAL WEBSITE. AJ1909'//CSRC.UCSD.EDU/CDP/ 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6766 *********************************************************************** DH6766 HT_MOD - This is a Height Modernization Survey Station. DH6766 DESIGNATION - RNCH RANCHITO GRP DH6766 PID - DH6766 DH6766 STATE/COUNTY- CA/MONTEREY DH6766 USGS QUAD - STOCKDALE MOUNTAIN (1948) DH6766 DH6766 *CURRENT SURVEY CONTROL DH6766 ___________________________________________________________________ DH6766* NAD 83(1998)- 35 53 59.96120(N) 120 31 29.31775(W) ADJUSTED DH6766* NAVD 88 - 872.76 (meters) 2863.4 (feet) GPS OBS DH6766 ___________________________________________________________________ DH6766 EPOCH DATE - 2004.50 DH6766 X - -2,627,524.093 (meters) COMP DH6766 Y - -4,456,237.051 (meters) COMP DH6766 Z - 3,719,700.530 (meters) COMP DH6766 LAPLACE CORR- 1.51 (seconds) DEFLEC99 DH6766 ELLIP HEIGHT- 839.41 (meters) (06/30/05) GPS OBS DH6766 GEOID HEIGHT- -33.32 (meters) GEOID03 DH6766 DH6766 HORZ ORDER - A DH6766 ELLP ORDER - FOURTH CLASS I DH6766 DH6766.The horizontal coordinates were established by GPS observations DH6766.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6766.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6766.DATUM ITEM on the data sheet items page. DH6766.The horizontal coordinates are valid at the epoch date displayed above. DH6766.The epoch date for horizontal control is a decimal equivalence DH6766.of Year/Month/Day. DH6766 DH6766.The orthometric height was determined by GPS observations and a DH6766.high-resolution geoid model using precise GPS observation and DH6766.processing techniques. DH6766 DH6766.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6766 DH6766.The Laplace correction was computed from DEFLEC99 derived deflections. DH6766 DH6766.The ellipsoidal height was determined by GPS observations DH6766.and is referenced to NAD 83. DH6766 DH6766.The geoid height was determined by GEOID03. DH6766 DH6766; North East Units Scale Factor Converg. DH6766;SPC CA 4 - 563,970.529 1,862,347.058 MT 1.00002041 -0 54 34.9 DH6766;SPC CA 4 - 1,850,293.31 6,110,050.31 sFT 1.00002041 -0 54 34.9 DH6766;UTM 10 - 3,975,686.258 723,386.164 MT 1.00021493 +1 27 07.1 DH6766 DH6766! - Elev Factor x Scale Factor = Combined Factor DH6766!SPC CA 4 - 0.99986827 x 1.00002041 = 0.99988868 DH6766!UTM 10 - 0.99986827 x 1.00021493 = 1.00008317 DH6766 DH6766 SUPERSEDED SURVEY CONTROL DH6766 DH6766.No superseded survey control is available for this station. DH6766 DH6766_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE2338675686(NAD 83) DH6766_MARKER: Z = SEE DESCRIPTION DH6766_SETTING: 0 = UNSPECIFIED SETTING DH6766_SP_SET: CGPS DH6766_MAGNETIC: O = OTHER; SEE DESCRIPTION DH6766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DH6766+STABILITY: POSITION/ELEVATION WELL DH6766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6766+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004 DH6766 DH6766 HISTORY - Date Condition Report By DH6766 HISTORY - UNK MONUMENTED DH6766 HISTORY - 20040801 SEE DESCRIPTION CSRC DH6766 DH6766 STATION DESCRIPTION DH6766 DH6766'DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 DH6766'COORDINATES ARE FOR THE GEODETIC REFERENCE POINT OF A CGPS(CONTINUOUS DH6766'GPS). INFORMATION ABOUT THIS SITE, SUCH AS THE GRP, ANTENNA TYPE AND DH6766'ANTENNA HEIGHT, CAN BE FOUND AT THE CSRC DATA PORTAL WEBSITE. DH6766'//CSRC.UCSD.EDU/CDP/ 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6701 *********************************************************************** DH6701 HT_MOD - This is a Height Modernization Survey Station. DH6701 DESIGNATION - SWAN DH6701 PID - DH6701 DH6701 STATE/COUNTY- CA/MONTEREY DH6701 USGS QUAD - WUNPOST (1979) DH6701 DH6701 *CURRENT SURVEY CONTROL DH6701 ___________________________________________________________________ DH6701* NAD 83(1998)- 35 53 26.01673(N) 120 50 31.49539(W) ADJUSTED DH6701* NAVD 88 - 175.43 (meters) 575.6 (feet) GPS OBS DH6701 ___________________________________________________________________ DH6701 EPOCH DATE - 2004.50 DH6701 X - -2,652,184.419 (meters) COMP DH6701 Y - -4,441,660.297 (meters) COMP DH6701 Z - 3,718,443.706 (meters) COMP DH6701 LAPLACE CORR- 1.83 (seconds) DEFLEC99 DH6701 ELLIP HEIGHT- 141.43 (meters) (06/30/05) GPS OBS DH6701 GEOID HEIGHT- -33.97 (meters) GEOID03 DH6701 DH6701 HORZ ORDER - B DH6701 ELLP ORDER - FOURTH CLASS I DH6701 DH6701.The horizontal coordinates were established by GPS observations DH6701.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6701.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6701.DATUM ITEM on the data sheet items page. DH6701.The horizontal coordinates are valid at the epoch date displayed above. DH6701.The epoch date for horizontal control is a decimal equivalence DH6701.of Year/Month/Day. DH6701 DH6701.The orthometric height was determined by GPS observations and a DH6701.high-resolution geoid model using precise GPS observation and DH6701.processing techniques. DH6701 DH6701.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6701 DH6701.The Laplace correction was computed from DEFLEC99 derived deflections. DH6701 DH6701.The ellipsoidal height was determined by GPS observations DH6701.and is referenced to NAD 83. DH6701 DH6701.The geoid height was determined by GEOID03. DH6701 DH6701; North East Units Scale Factor Converg. DH6701;SPC CA 4 - 563,426.533 1,833,688.371 MT 1.00002249 -1 05 56.3 DH6701;SPC CA 4 - 1,848,508.55 6,016,025.93 sFT 1.00002249 -1 05 56.3 DH6701;UTM 10 - 3,973,960.895 694,770.898 MT 1.00006747 +1 15 55.6 DH6701 DH6701! - Elev Factor x Scale Factor = Combined Factor DH6701!SPC CA 4 - 0.99997780 x 1.00002249 = 1.00000029 DH6701!UTM 10 - 0.99997780 x 1.00006747 = 1.00004527 DH6701 DH6701 SUPERSEDED SURVEY CONTROL DH6701 DH6701.No superseded survey control is available for this station. DH6701 DH6701_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE9477173961(NAD 83) DH6701_MARKER: DD = SURVEY DISK DH6701_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) DH6701_STAMPING: SWAN 2004 DH6701_MARK LOGO: CSRC DH6701_PROJECTION: FLUSH DH6701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6701+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004 DH6701_ROD/PIPE-DEPTH: 7.0 meters DH6701_SLEEVE-DEPTH : 0.6 meters DH6701 DH6701 HISTORY - Date Condition Report By DH6701 HISTORY - 20040701 MONUMENTED CADT DH6701 DH6701 STATION DESCRIPTION DH6701 DH6701'DESCRIBED BY CALTRANS 2004 (RBM) DH6701'LOCATED APPROXIMATELY 11 KILOMETERS NORTHWEST OF CAMP ROBERTS, IT IS DH6701'10.4 MI NORTHERLY OF THE MONTEREY/SAN LUIS OBISPO COUNTY LINE AT POST DH6701'MILE 10.89 IN MONTEREY COUNTY. MONUMENT IS ACCESSIBLE ONLY FROM DH6701'SOUTHBOUND HWY 101. TO REACH FROM THE INTERSECTION OF HWY 101 AND DH6701'ALVARADO RD, DRIVE SOUTH ON HWY 101 FOR 4.6 MI (7.3 KM) TO A LARGE DH6701'DIRT TURNOUT, PASSING A GRAVEL MEDIAN TURN THROUGH ON THE LEFT 0.1 MI DH6701'NORTH OF HERE) AND AN UNSIGNED SIDE DIRT ROAD RIGHT, SWAIN (NOT SWAN) DH6701'VALLEY ROAD, AND THE STATION ON THE RIGHT. THE STATION IS 61.1 M DH6701'NORTH OF THE 'JOLON ROAD (EXIT 152) ONE MILE' DOUBLE-POST SIGN. IT IS DH6701'JUST EAST OF AND 20.0 M NORTH OF A BRACED CORNER FENCE POST AT A SHARP DH6701'ANGLE IN THE RIGHT OF WAY FENCE, 25.9 M SOUTH OF A 'HISTORIC CAMINO DH6701'REAL' MISSION BELL, 19.9 M NORTHEASTERLY OF A POWER POLE WITH GUY DH6701'ANCHOR, 9.2 M WEST OF THE EDGE OF PAVEMENT OF THE HIGHWAY, 1.1 M EAST DH6701'OF A BARBED WIRE AND MESH FENCE, 0.9 M EAST OF A CARSONITE WITNESS DH6701'POST. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6701'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS SHOULD OBTAIN DH6701'AN ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO DH6701'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6701'SAN LUIS OBISPO AT (805) 549-3152. THIS STATION WAS OBSERVED IN THE DH6701'SAN SIMEON POST-EARTHQUAKE AND HEIGHT MODERNIZATION SURVEY, A CSRC DH6701'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6767 *********************************************************************** DH6767 HT_MOD - This is a Height Modernization Survey Station. DH6767 DESIGNATION - TBLP TABLE GRP DH6767 PID - DH6767 DH6767 STATE/COUNTY- CA/MONTEREY DH6767 USGS QUAD - THE DARK HOLE (1993) DH6767 DH6767 *CURRENT SURVEY CONTROL DH6767 ___________________________________________________________________ DH6767* NAD 83(1998)- 35 55 02.66429(N) 120 21 37.15992(W) ADJUSTED DH6767* NAVD 88 - 971.38 (meters) 3186.9 (feet) GPS OBS DH6767 ___________________________________________________________________ DH6767 EPOCH DATE - 2004.50 DH6767 X - -2,614,187.477 (meters) COMP DH6767 Y - -4,462,852.763 (meters) COMP DH6767 Z - 3,721,323.958 (meters) COMP DH6767 LAPLACE CORR- 0.73 (seconds) DEFLEC99 DH6767 ELLIP HEIGHT- 938.12 (meters) (06/30/05) GPS OBS DH6767 GEOID HEIGHT- -33.23 (meters) GEOID03 DH6767 DH6767 HORZ ORDER - A DH6767 ELLP ORDER - FOURTH CLASS I DH6767 DH6767.The horizontal coordinates were established by GPS observations DH6767.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6767.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6767.DATUM ITEM on the data sheet items page. DH6767.The horizontal coordinates are valid at the epoch date displayed above. DH6767.The epoch date for horizontal control is a decimal equivalence DH6767.of Year/Month/Day. DH6767 DH6767.The orthometric height was determined by GPS observations and a DH6767.high-resolution geoid model using precise GPS observation and DH6767.processing techniques. DH6767 DH6767.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6767 DH6767.The Laplace correction was computed from DEFLEC99 derived deflections. DH6767 DH6767.The ellipsoidal height was determined by GPS observations DH6767.and is referenced to NAD 83. DH6767 DH6767.The geoid height was determined by GEOID03. DH6767 DH6767; North East Units Scale Factor Converg. DH6767;SPC CA 4 - 565,679.927 1,877,222.632 MT 1.00001664 -0 48 41.6 DH6767;SPC CA 4 - 1,855,901.56 6,158,854.59 sFT 1.00001664 -0 48 41.6 DH6767;UTM 10 - 3,978,007.618 738,182.203 MT 1.00029910 +1 32 57.2 DH6767 DH6767! - Elev Factor x Scale Factor = Combined Factor DH6767!SPC CA 4 - 0.99985278 x 1.00001664 = 0.99986942 DH6767!UTM 10 - 0.99985278 x 1.00029910 = 1.00015184 DH6767 DH6767 SUPERSEDED SURVEY CONTROL DH6767 DH6767.No superseded survey control is available for this station. DH6767 DH6767_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE3818278008(NAD 83) DH6767_MARKER: Z = SEE DESCRIPTION DH6767_SETTING: 0 = UNSPECIFIED SETTING DH6767_SP_SET: CGPS DH6767_MAGNETIC: O = OTHER; SEE DESCRIPTION DH6767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DH6767+STABILITY: POSITION/ELEVATION WELL DH6767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6767+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004 DH6767 DH6767 HISTORY - Date Condition Report By DH6767 HISTORY - UNK MONUMENTED DH6767 HISTORY - 20040801 SEE DESCRIPTION CSRC DH6767 DH6767 STATION DESCRIPTION DH6767 DH6767'DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 DH6767'COORDINATES ARE FOR THE GEODETIC REFERENCE POINT OF A CGPS(CONTINUOUS DH6767'GPS). INFORMATION ABOUT THIS SITE, SUCH AS THE GRP, ANTENNA TYPE AND DH6767'ANTENNA HEIGHT, CAN BE FOUND AT THE CSRC DATA PORTAL WEBSITE. DH6767'//CSRC.UCSD.EDU/CDP/ 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV1813 *********************************************************************** FV1813 HT_MOD - This is a Height Modernization Survey Station. FV1813 DESIGNATION - TEXACO FV1813 PID - FV1813 FV1813 STATE/COUNTY- CA/MONTEREY FV1813 USGS QUAD - HAMES VALLEY (1978) FV1813 FV1813 *CURRENT SURVEY CONTROL FV1813 ___________________________________________________________________ FV1813* NAD 83(1998)- 35 56 54.44002(N) 120 52 39.76868(W) ADJUSTED FV1813* NAVD 88 - 172.13 (meters) 564.7 (feet) GPS OBS FV1813 ___________________________________________________________________ FV1813 EPOCH DATE - 2004.50 FV1813 X - -2,653,010.698 (meters) COMP FV1813 Y - -4,436,773.378 (meters) COMP FV1813 Z - 3,723,644.336 (meters) COMP FV1813 LAPLACE CORR- 0.88 (seconds) DEFLEC99 FV1813 ELLIP HEIGHT- 138.28 (meters) (06/30/05) GPS OBS FV1813 GEOID HEIGHT- -33.82 (meters) GEOID03 FV1813 FV1813 HORZ ORDER - B FV1813 ELLP ORDER - FOURTH CLASS I FV1813 FV1813.The horizontal coordinates were established by GPS observations FV1813.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV1813.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV1813.DATUM ITEM on the data sheet items page. FV1813.The horizontal coordinates are valid at the epoch date displayed above. FV1813.The epoch date for horizontal control is a decimal equivalence FV1813.of Year/Month/Day. FV1813 FV1813.The orthometric height was determined by GPS observations and a FV1813.high-resolution geoid model using precise GPS observation and FV1813.processing techniques. It supersedes the leveled height previously FV1813.determined for this station. FV1813 FV1813.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV1813 FV1813.The Laplace correction was computed from DEFLEC99 derived deflections. FV1813 FV1813.The ellipsoidal height was determined by GPS observations FV1813.and is referenced to NAD 83. FV1813 FV1813.The geoid height was determined by GEOID03. FV1813 FV1813; North East Units Scale Factor Converg. FV1813;SPC CA 4 - 569,911.634 1,830,597.396 MT 1.00001014 -1 07 12.8 FV1813;SPC CA 4 - 1,869,785.09 6,005,884.96 sFT 1.00001014 -1 07 12.8 FV1813;SPC CA 5 - 775,337.143 1,740,364.958 MT 1.00014062 -1 38 25.2 FV1813;SPC CA 5 - 2,543,751.94 5,709,847.37 sFT 1.00014062 -1 38 25.2 FV1813;UTM 10 - 3,980,313.169 691,414.749 MT 1.00005149 +1 14 46.6 FV1813 FV1813! - Elev Factor x Scale Factor = Combined Factor FV1813!SPC CA 4 - 0.99997830 x 1.00001014 = 0.99998844 FV1813!SPC CA 5 - 0.99997830 x 1.00014062 = 1.00011891 FV1813!UTM 10 - 0.99997830 x 1.00005149 = 1.00002979 FV1813 FV1813: Primary Azimuth Mark Grid Az FV1813:SPC CA 4 - ORRADRE 137 41 12.5 FV1813:SPC CA 5 - ORRADRE 138 12 24.9 FV1813:UTM 10 - ORRADRE 135 19 13.1 FV1813 FV1813|---------------------------------------------------------------------| FV1813| PID Reference Object Distance Geod. Az | FV1813| dddmmss.s | FV1813| FV1802 ORRADRE APPROX. 4.6 KM 1363359.7 | FV1813| DA7803 TEXACO RM 1 7.045 METERS 18224 | FV1813| DA7804 TEXACO RM 2 8.131 METERS 30851 | FV1813|---------------------------------------------------------------------| FV1813 FV1813 SUPERSEDED SURVEY CONTROL FV1813 FV1813 NAD 83(1992)- 35 56 54.42566(N) 120 52 39.75403(W) AD(1991.35) 1 FV1813 ELLIP H (06/24/96) 138.37 (m) GP(1991.35) 4 1 FV1813 NAD 83(1992)- 35 56 54.42571(N) 120 52 39.75387(W) AD(1991.35) 1 FV1813 ELLIP H (08/05/94) 138.37 (m) GP(1991.35) 4 2 FV1813 NAD 83(1992)- 35 56 54.42461(N) 120 52 39.75780(W) AD(1991.35) 2 FV1813 NAD 83(1986)- 35 56 54.41823(N) 120 52 39.75257(W) AD(1984.00) 2 FV1813 NAD 27 - 35 56 54.53845(N) 120 52 36.09283(W) AD( ) 2 FV1813 NAVD 88 (08/05/94) 172.17 (m) 564.9 (f) LEVELING 3 FV1813 NGVD 29 (07/19/86) 171.3 (m) 562. (f) VERT ANG FV1813 FV1813.Superseded values are not recommended for survey control. FV1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1813.See file dsdata.txt to determine how the superseded data were derived. FV1813 FV1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE9141580313(NAD 83) FV1813_MARKER: DD = SURVEY DISK FV1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV1813_SP_SET: CONCRETE POST FV1813_STAMPING: TEXACO 1974 FV1813_MARK LOGO: CADH FV1813_MAGNETIC: N = NO MAGNETIC MATERIAL FV1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV1813+STABILITY: SURFACE MOTION FV1813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV1813+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004 FV1813 FV1813 HISTORY - Date Condition Report By FV1813 HISTORY - 1974 MONUMENTED CADT FV1813 HISTORY - 1974 GOOD CADT FV1813 HISTORY - 19930514 GOOD CADT FV1813 HISTORY - 20040517 GOOD CADT FV1813 HISTORY - 20040526 GOOD CADT FV1813 FV1813 STATION DESCRIPTION FV1813 FV1813'DESCRIBED BY CALTRANS 1974 (LDK) FV1813'THIS STATION IS LOCATED APPROXIMATELY 4.5 MILES, AIRLINE, SOUTH FV1813'OF SAN ARDO. IT IS ON THE WEST SIDE OF STATE HIGHWAY 101, WITHIN FV1813'THE STATE RIGHT OF WAY AND ABOUT 0.1 MILE NORTH OF THE FV1813'SAN BERNARDO/ROUTE 101 INTERCHANGE. FV1813' FV1813'TO REACH THE STATION FROM THE POST OFFICE IN SAN ARDO AT THE FV1813'INTERSECTION OF SHORT STREET AND RAILROAD STREET, GO NORTH ON FV1813'RAILROAD STREET 1 BLOCK TO ITS INTERSECTION WITH CATTLEMEN ROAD FV1813'(OLD STATE HIGHWAY 101), TURN LEFT (SOUTH) ONTO CATTLEMEN ROAD FV1813'AND TRAVEL 1.3 MILES TO THE SAN ARDO UNDERCROSSING ON STATE FV1813'HIGHWAY 101 AT (POST MILE 22.0). TURN LEFT (SOUTH) ONTO STATE FV1813'HIGHWAY 101 AND GO 5.3 MILES TO THE SAN BERNARDO OVERCROSSING FV1813'ON STATE HIGHWAY 101 AT (POST MILE R15.46), TURN RIGHT (WEST) FV1813'AND MAKING A COMPLETE TURN (180 DEGREES) TO THE (NORTH) AND FV1813'DRIVE ON THE INSIDE OF THE STATES WESTERLY RIGHT OF WAY FENCE FV1813'FOR 0.13 MILES TO THE STATION ON TOP OF A CUT BANK. FV1813' FV1813'STATION MARKS ARE STANDARD CALIFORNIA DIVISION OF HIGHWAYS FV1813'3-5/8 INCH DIAMETER BRASS DISKS STAMPED TEXACO 1974. THE SURFACE FV1813'MARK IS SET IN THE TOP OF A 14-INCH CONCRETE CYLINDER FLUSH FV1813'WITH THE GROUND AND 13 FEET EAST OF THE RIGHT OF WAY FENCE. THE FV1813'UNDERGROUND MARK IS SET IN CONCRETE 40 INCHES BELOW THE SURFACE. FV1813' FV1813'REFERENCE MARK NO. 1, A STANDARD CALIFORNIA DIVISION OF FV1813'HIGHWAYS 3-5/8 INCH DIAMETER BRASS DISK STAMPED TEXACO NO. 1 1974, FV1813'IS SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER FLUSH WITH THE FV1813'GROUND, 2 FEET EAST OF THE FENCE AND 1.5 FEET ABOVE THE STATION. FV1813' FV1813'REFERENCE MARK NO. 2, A STANDARD CALIFORNIA DIVISION OF FV1813'HIGHWAYS 3-5/8 INCH DIAMETER BRASS DISK STAMPED TEXACO NO. 2 1974, FV1813'IS SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER FLUSH WITH THE FV1813'GROUND, 2 FEET EAST OF THE FENCE AND 1.5 FEET ABOVE THE STATION. FV1813' FV1813'HEIGHT OF LIGHT ABOVE STATION MARK 1.58 METERS. FV1813 FV1813 STATION RECOVERY (1974) FV1813 FV1813'RECOVERY NOTE BY CALTRANS 1974 FV1813'RECOVERED IN GOOD CONDITION. FV1813 FV1813 STATION RECOVERY (1993) FV1813 FV1813'RECOVERY NOTE BY CALTRANS 1993 FV1813'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AS FV1813'DESCRIBED WITH THE FOLLOWING REVISIONS. FV1813'$ FV1813'THE STATION IS LOCATED ON THE WEST SIDE OF U.S. HIGHWAY 101 AT POST FV1813'MILE 15.59. FV1813'$ FV1813'THE STATION IS 43 FT (13.1 M) EAST OF THE CENTERLINE OF A PAVED FV1813'PRIVATE ROAD, 13 FT (4.0 M) EAST OF THE CENTER OF 3 T-BAR METAL POSTS FV1813'PAINTED BLACK AND WHITE, 2.1 FT (0.6 M) WEST OF A CARSONITE WITNESS FV1813'POST, AND 2 FT (0.6 M) LOWER THAN THE HIGHWAY. FV1813'$ FV1813'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV1813'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF FV1813'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN FV1813'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO FV1813'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN FV1813'SAN LUIS OBISPO AT (805) 549-3152. FV1813 FV1813 STATION RECOVERY (2004) FV1813 FV1813'RECOVERY NOTE BY CALTRANS 2004 (MEI) FV1813'THE STATION IS ABOUT 5 MI SOUTH OF THE PLACE SAN ARDO (ABOUT 5.5 MI FV1813'SOUTH OF THE INTERSECTION OF HWY 101 AND CATTLEMEN ST), AND ABOUT 13 FV1813'MI NORTH OF CAMP ROBERTS AND THE MONTEREY/SAN LUIS OBISPO COUNTY FV1813'LINE. FROM THE INTERSECTION OF HWY 101 AND THE EXIT MARKED ALVARADO ST FV1813'TO THE WEST (AND WUMPOST RD TO THE EAST), EXIT AND DRIVE WEST ON THE FV1813'BRIDGE TOWARDS ALVARADO ST. FROM THE INTERSECTION OF THE OVERPASS FV1813'ROAD AND THE SOUTHBOUND HWY 101 EXIT RAMP, DRIVE WEST FOR 0.05 MI AND FV1813'MAKE AN IMMEDIATE RIGHT TURN (NORTH) ON A POORLY PAVED ROAD THAT IS FV1813'ON THE WEST SIDE OF, PARALLELS, AND IS ABOUT 50 FT ABOVE THE HIGHWAY. FV1813'DRIVE 0.1 MI NORTH TO THE STATION ON THE RIGHT. THE STATION IS 43 FT FV1813'EAST OF THE CENTERLINE OF THE PAVED ROAD, 13 FT EAST OF THE CENTER OF FV1813'3 T-BAR METAL FENCE POSTS PAINTED (BARELY VISIBLE) BLACK IN WHITE IN FV1813'ALTERNATING 1-FOOT VERTICAL STRIPES), 2.1 FT WEST OF A CARSONITE FV1813'WITNESS POST, AND 2 FT LOWER THAN THE ROAD, ABOUT 50 FT HIGHER THAN FV1813'HWY 101. THIS STATION WAS OBSERVED IN THE SAN SIMEON POST-EARTHQUAKE FV1813'AND HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. FV1813 FV1813 STATION RECOVERY (2004) FV1813 FV1813'RECOVERY NOTE BY CALTRANS 2004 (RF) FV1813'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6768 *********************************************************************** DH6768 HT_MOD - This is a Height Modernization Survey Station. DH6768 DESIGNATION - USLO CAL POLY SAN LUIS OBISPO GRP DH6768 PID - DH6768 DH6768 STATE/COUNTY- CA/MONTEREY DH6768 USGS QUAD - SAN LUIS OBISPO (1994) DH6768 DH6768 *CURRENT SURVEY CONTROL DH6768 ___________________________________________________________________ DH6768* NAD 83(1998)- 35 18 42.47711(N) 120 39 39.88004(W) ADJUSTED DH6768* NAVD 88 - 169.75 (meters) 556.9 (feet) GPS OBS DH6768 ___________________________________________________________________ DH6768 EPOCH DATE - 2004.50 DH6768 X - -2,657,200.418 (meters) COMP DH6768 Y - -4,482,168.720 (meters) COMP DH6768 Z - 3,666,227.133 (meters) COMP DH6768 LAPLACE CORR- 4.13 (seconds) DEFLEC99 DH6768 ELLIP HEIGHT- 135.26 (meters) (06/30/05) GPS OBS DH6768 GEOID HEIGHT- -34.46 (meters) GEOID03 DH6768 DH6768 HORZ ORDER - A DH6768 ELLP ORDER - FOURTH CLASS I DH6768 DH6768.The horizontal coordinates were established by GPS observations DH6768.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6768.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6768.DATUM ITEM on the data sheet items page. DH6768.The horizontal coordinates are valid at the epoch date displayed above. DH6768.The epoch date for horizontal control is a decimal equivalence DH6768.of Year/Month/Day. DH6768 DH6768.The orthometric height was determined by GPS observations and a DH6768.high-resolution geoid model using precise GPS observation and DH6768.processing techniques. DH6768 DH6768.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6768 DH6768.The Laplace correction was computed from DEFLEC99 derived deflections. DH6768 DH6768.The ellipsoidal height was determined by GPS observations DH6768.and is referenced to NAD 83. DH6768 DH6768.The geoid height was determined by GEOID03. DH6768 DH6768; North East Units Scale Factor Converg. DH6768;SPC CA 4 - 498,916.970 1,848,917.847 MT 1.00020117 -0 59 27.5 DH6768;SPC CA 4 - 1,636,863.43 6,065,991.30 sFT 1.00020117 -0 59 27.5 DH6768;UTM 10 - 3,910,130.829 712,637.508 MT 1.00015725 +1 21 08.9 DH6768 DH6768! - Elev Factor x Scale Factor = Combined Factor DH6768!SPC CA 4 - 0.99997877 x 1.00020117 = 1.00017994 DH6768!UTM 10 - 0.99997877 x 1.00015725 = 1.00013602 DH6768 DH6768 SUPERSEDED SURVEY CONTROL DH6768 DH6768.No superseded survey control is available for this station. DH6768 DH6768_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE1263810131(NAD 83) DH6768_MARKER: Z = SEE DESCRIPTION DH6768_SETTING: 0 = UNSPECIFIED SETTING DH6768_SP_SET: CGPS DH6768_MAGNETIC: O = OTHER; SEE DESCRIPTION DH6768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DH6768+STABILITY: POSITION/ELEVATION WELL DH6768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6768+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004 DH6768 DH6768 HISTORY - Date Condition Report By DH6768 HISTORY - UNK MONUMENTED DH6768 HISTORY - 20040801 SEE DESCRIPTION CSRC DH6768 DH6768 STATION DESCRIPTION DH6768 DH6768'DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 DH6768'COORDINATES ARE FOR THE GEODETIC REFERENCE POINT OF A CGPS(CONTINUOUS DH6768'GPS). INFORMATION ABOUT THIS SITE, SUCH AS THE GRP, ANTENNA TYPE AND DH6768'ANTENNA HEIGHT, CAN BE FOUND AT THE CSRC DATA PORTAL WEBSITE. DH6768'//CSRC.UCSD.EDU/CDP/ 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6769 *********************************************************************** DH6769 HT_MOD - This is a Height Modernization Survey Station. DH6769 DESIGNATION - WGPP WIND GAP PUMPING PLANT GRP DH6769 PID - DH6769 DH6769 STATE/COUNTY- CA/MONTEREY DH6769 USGS QUAD - METTLER (1992) DH6769 DH6769 *CURRENT SURVEY CONTROL DH6769 ___________________________________________________________________ DH6769* NAD 83(1998)- 35 00 39.03866(N) 118 59 01.22541(W) ADJUSTED DH6769* NAVD 88 - 385.61 (meters) 1265.1 (feet) GPS OBS DH6769 ___________________________________________________________________ DH6769 EPOCH DATE - 2004.50 DH6769 X - -2,534,263.177 (meters) COMP DH6769 Y - -4,575,005.747 (meters) COMP DH6769 Z - 3,639,054.667 (meters) COMP DH6769 LAPLACE CORR- 1.60 (seconds) DEFLEC99 DH6769 ELLIP HEIGHT- 352.68 (meters) (06/30/05) GPS OBS DH6769 GEOID HEIGHT- -32.89 (meters) GEOID03 DH6769 DH6769 HORZ ORDER - A DH6769 ELLP ORDER - FOURTH CLASS I DH6769 DH6769.The horizontal coordinates were established by GPS observations DH6769.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6769.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6769.DATUM ITEM on the data sheet items page. DH6769.The horizontal coordinates are valid at the epoch date displayed above. DH6769.The epoch date for horizontal control is a decimal equivalence DH6769.of Year/Month/Day. DH6769 DH6769.The orthometric height was determined by GPS observations and a DH6769.high-resolution geoid model using precise GPS observation and DH6769.processing techniques. DH6769 DH6769.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6769 DH6769.The Laplace correction was computed from DEFLEC99 derived deflections. DH6769 DH6769.The ellipsoidal height was determined by GPS observations DH6769.and is referenced to NAD 83. DH6769 DH6769.The geoid height was determined by GEOID03. DH6769 DH6769; North East Units Scale Factor Converg. DH6769;SPC CA 4 - 464,212.641 2,001,490.696 MT 1.00033365 +0 00 35.1 DH6769;SPC CA 4 - 1,523,004.31 6,566,557.39 sFT 1.00033365 +0 00 35.1 DH6769;UTM 11 - 3,876,043.726 318,997.915 MT 1.00000379 -1 08 18.3 DH6769 DH6769! - Elev Factor x Scale Factor = Combined Factor DH6769!SPC CA 4 - 0.99994464 x 1.00033365 = 1.00027828 DH6769!UTM 11 - 0.99994464 x 1.00000379 = 0.99994843 DH6769 DH6769 SUPERSEDED SURVEY CONTROL DH6769 DH6769.No superseded survey control is available for this station. DH6769 DH6769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU1899876044(NAD 83) DH6769_MARKER: Z = SEE DESCRIPTION DH6769_SETTING: 0 = UNSPECIFIED SETTING DH6769_SP_SET: CGPS DH6769_MAGNETIC: O = OTHER; SEE DESCRIPTION DH6769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DH6769+STABILITY: POSITION/ELEVATION WELL DH6769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6769+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004 DH6769 DH6769 HISTORY - Date Condition Report By DH6769 HISTORY - UNK MONUMENTED DH6769 HISTORY - 20040801 SEE DESCRIPTION CSRC DH6769 DH6769 STATION DESCRIPTION DH6769 DH6769'DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 DH6769'COORDINATES ARE FOR THE GEODETIC REFERENCE POINT OF A CGPS(CONTINUOUS DH6769'GPS). INFORMATION ABOUT THIS SITE, SUCH AS THE GRP, ANTENNA TYPE AND DH6769'ANTENNA HEIGHT, CAN BE FOUND AT THE CSRC DATA PORTAL WEBSITE. DH6769'//CSRC.UCSD.EDU/CDP/ 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV1942 *********************************************************************** FV1942 HT_MOD - This is a Height Modernization Survey Station. FV1942 DESIGNATION - X 1449 FV1942 PID - FV1942 FV1942 STATE/COUNTY- CA/MONTEREY FV1942 USGS QUAD - HAMES VALLEY (1978) FV1942 FV1942 *CURRENT SURVEY CONTROL FV1942 ___________________________________________________________________ FV1942* NAD 83(1998)- 35 59 55.78382(N) 120 53 10.84616(W) ADJUSTED FV1942* NAVD 88 - 134.56 (meters) 441.5 (feet) GPS OBS FV1942 ___________________________________________________________________ FV1942 EPOCH DATE - 2004.50 FV1942 X - -2,651,978.138 (meters) COMP FV1942 Y - -4,433,529.888 (meters) COMP FV1942 Z - 3,728,145.801 (meters) COMP FV1942 LAPLACE CORR- 1.51 (seconds) DEFLEC99 FV1942 ELLIP HEIGHT- 100.82 (meters) (06/30/05) GPS OBS FV1942 GEOID HEIGHT- -33.70 (meters) GEOID03 FV1942 FV1942 HORZ ORDER - B FV1942 ELLP ORDER - FOURTH CLASS I FV1942 FV1942.The horizontal coordinates were established by GPS observations FV1942.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV1942.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV1942.DATUM ITEM on the data sheet items page. FV1942.The horizontal coordinates are valid at the epoch date displayed above. FV1942.The epoch date for horizontal control is a decimal equivalence FV1942.of Year/Month/Day. FV1942 FV1942.The orthometric height was determined by GPS observations and a FV1942.high-resolution geoid model using precise GPS observation and FV1942.processing techniques. It supersedes the leveled height previously FV1942.determined for this station. FV1942 FV1942.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV1942 FV1942.The Laplace correction was computed from DEFLEC99 derived deflections. FV1942 FV1942.The ellipsoidal height was determined by GPS observations FV1942.and is referenced to NAD 83. FV1942 FV1942.The geoid height was determined by GEOID03. FV1942 FV1942; North East Units Scale Factor Converg. FV1942;SPC CA 4 - 575,515.190 1,829,928.457 MT 1.00000022 -1 07 31.3 FV1942;SPC CA 4 - 1,888,169.42 6,003,690.28 sFT 1.00000022 -1 07 31.3 FV1942;UTM 10 - 3,985,884.559 690,514.885 MT 1.00004725 +1 14 33.8 FV1942 FV1942! - Elev Factor x Scale Factor = Combined Factor FV1942!SPC CA 4 - 0.99998418 x 1.00000022 = 0.99998440 FV1942!UTM 10 - 0.99998418 x 1.00004725 = 1.00003143 FV1942 FV1942 SUPERSEDED SURVEY CONTROL FV1942 FV1942 NAVD 88 (06/15/91) 134.634 (m) 441.71 (f) ADJUSTED 1 2 FV1942 FV1942.Superseded values are not recommended for survey control. FV1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1942.See file dsdata.txt to determine how the superseded data were derived. FV1942 FV1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE9051585885(NAD 83) FV1942_MARKER: I = METAL ROD FV1942_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FV1942_SP_SET: STAINLESS STEEL ROD FV1942_STAMPING: X 1449 1989 FV1942_MARK LOGO: NGS FV1942_PROJECTION: FLUSH FV1942_MAGNETIC: N = NO MAGNETIC MATERIAL FV1942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV1942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV1942+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004 FV1942_ROD/PIPE-DEPTH: 14.1 meters FV1942 FV1942 HISTORY - Date Condition Report By FV1942 HISTORY - 1989 MONUMENTED NGS FV1942 HISTORY - 20040517 GOOD NGS FV1942 FV1942 STATION DESCRIPTION FV1942 FV1942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 FV1942'3.1 KM (1.95 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FV1942'FROM THE JUNCTION OF RAILROAD STREET IN SAN ARDO, 16.8 M (55.1 FT) FV1942'NORTHEAST OF THE NEAR RAIL, 14.7 M (48.2 FT) SOUTHWEST OF THE CENTER FV1942'OF A PAVED ROAD, 1.9 M (6.2 FT) SOUTHEAST OF UTILITY POLE NUMBER 3014, FV1942'0.8 M (2.6 FT) BELOW THE LEVEL OF THE TRACK, AND 0.3 M (1.0 FT) FV1942'SOUTHWEST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS FV1942'THROUGH A 5-INCH LOGO CAP. FV1942 FV1942 STATION RECOVERY (2004) FV1942 FV1942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (MEI) FV1942'THE STATION IS ABOUT 2 MI SOUTHEAST OF SAN ARDO, A TOWN ABOUT 15 MILES FV1942'NORTH OF CAMP ROBERTS AND THE MONTEREY/SAN LUIS OBISPO COUNTY LINE. FV1942'FROM THE INTERSECTION OF HWY 101 AND CATTLEMEN RD WEST OF THE TOWN OF FV1942'SAN ARDO, DRIVE EAST 1.3 MILES TO THE INTERSECTION WITH RAILROAD ST. FV1942'TURN RIGHT (SOUTH) ON RAILROAD ST. AND DRIVE 0.3 MI TO THE FV1942'INTERSECTION OF SARGENTS RD TO THE EAST AND JOLON ST TO THE WEST. FV1942'TURN LEFT (EAST) ON SARGENTS RD (CROSSING THE RR TRACKS AFTER 0.05 FV1942'MI), AND DRIVE 0.4 MI WHERE THE ROAD BEARS RIGHT AND PROCEEDS FV1942'SOUTHERLY. FROM THIS CURVE, CONTINUE FOR ANOTHER 2.0 MI UNTIL THE FV1942'ROAD BEARS LEFT (SOUTHEASTERLY), TO PARALLEL THE RR TRACKS, AND THE FV1942'STATION ON THE RIGHT. THE STATION IS SOUTH OF THE SOUTHERN EXTENT OF 3 FV1942'TREES, 16.8 M NORTHEAST OF THE NEAR RAIL, 14.7 M SOUTHWEST OF THE FV1942'CENTER OF THE ROAD, 10.4 M NORTHWEST OF A 4X6 WODEN POST WITH AN FV1942'UNDERGROUND CABLE WARNING SIGN, 1.65 M SOUTHWEST OF POWER POLE 3013 FV1942'(NOT 3014 AS STATED IN 1989 RECOVERY NOTE), 1.0 M NORTH OF A 0.5 M FV1942'DEEP NARROW SHORT DITCH FOR DRAINAGE, 0.3 M SOUTHWEST OF A WITNESS FV1942'POST, AND ABOUT 0.8 M BELOW THE LEVEL OF THE TRACK. THIS STATION WAS FV1942'OBSERVED IN THE SAN SIMEON POST-EARTHQUAKE AND HEIGHT MODERNIZATION FV1942'SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV1136 *********************************************************************** FV1136 DESIGNATION - Y 1315 FV1136 PID - FV1136 FV1136 STATE/COUNTY- CA/MONTEREY FV1136 USGS QUAD - VILLA CREEK (1949) FV1136 FV1136 *CURRENT SURVEY CONTROL FV1136 ___________________________________________________________________ FV1136* NAD 83(1998)- 35 50 59.94963(N) 121 24 29.29758(W) ADJUSTED FV1136* NAVD 88 - 39.111 (meters) 128.32 (feet) ADJUSTED FV1136 ___________________________________________________________________ FV1136 EPOCH DATE - 2004.50 FV1136 X - -2,697,252.838 (meters) COMP FV1136 Y - -4,417,398.471 (meters) COMP FV1136 Z - 3,714,715.391 (meters) COMP FV1136 LAPLACE CORR- 16.32 (seconds) DEFLEC99 FV1136 ELLIP HEIGHT- 4.70 (meters) (06/30/05) GPS OBS FV1136 GEOID HEIGHT- -34.39 (meters) GEOID03 FV1136 DYNAMIC HT - 39.079 (meters) 128.21 (feet) COMP FV1136 MODELED GRAV- 979,807.9 (mgal) NAVD 88 FV1136 OBS GRAVITY - 979,803.7 (mgal) GRAV_OBS FV1136 FV1136 HORZ ORDER - B FV1136 VERT ORDER - FIRST CLASS I FV1136 ELLP ORDER - FOURTH CLASS I FV1136 FV1136.The horizontal coordinates were established by GPS observations FV1136.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV1136.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV1136.DATUM ITEM on the data sheet items page. FV1136.The horizontal coordinates are valid at the epoch date displayed above. FV1136.The epoch date for horizontal control is a decimal equivalence FV1136.of Year/Month/Day. FV1136 FV1136.The orthometric height was determined by differential leveling FV1136.and adjusted by the National Geodetic Survey in June 1991. FV1136 FV1136.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV1136 FV1136.The Laplace correction was computed from DEFLEC99 derived deflections. FV1136 FV1136.The ellipsoidal height was determined by GPS observations FV1136.and is referenced to NAD 83. FV1136 FV1136.The geoid height was determined by GEOID03. FV1136 FV1136.The dynamic height is computed by dividing the NAVD 88 FV1136.geopotential number by the normal gravity value computed on the FV1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FV1136.degrees latitude (g = 980.6199 gals.). FV1136 FV1136.The modeled gravity was interpolated from observed gravity values. FV1136.The observed gravity was obtained from relative gravimeter ties FV1136.to the IGSN71 gravity network. FV1136 FV1136; North East Units Scale Factor Converg. FV1136;SPC CA 4 - 560,056.679 1,782,478.796 MT 1.00003174 -1 26 12.0 FV1136;SPC CA 4 - 1,837,452.62 5,848,015.85 sFT 1.00003174 -1 26 12.0 FV1136;UTM 10 - 3,968,479.601 643,747.804 MT 0.99985462 +0 55 56.8 FV1136 FV1136! - Elev Factor x Scale Factor = Combined Factor FV1136!SPC CA 4 - 0.99999926 x 1.00003174 = 1.00003100 FV1136!UTM 10 - 0.99999926 x 0.99985462 = 0.99985388 FV1136 FV1136 SUPERSEDED SURVEY CONTROL FV1136 FV1136 NAVD 88 (06/30/05) 39.12 (m) 128.3 (f) LEVELING 3 FV1136 NGVD 29 (10/21/93) 38.260 (m) 125.52 (f) ADJUSTED 1 1 FV1136 FV1136.Superseded values are not recommended for survey control. FV1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1136.See file dsdata.txt to determine how the superseded data were derived. FV1136 FV1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE4374868480(NAD 83) FV1136_MARKER: DB = BENCH MARK DISK FV1136_SETTING: 36 = SET IN A MASSIVE STRUCTURE FV1136_SP_SET: BRIDGE FV1136_STAMPING: Y 1315 1977 FV1136_MAGNETIC: N = NO MAGNETIC MATERIAL FV1136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV1136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV1136+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004 FV1136 FV1136 HISTORY - Date Condition Report By FV1136 HISTORY - 1977 MONUMENTED NGS FV1136 HISTORY - 20040603 GOOD CADT FV1136 HISTORY - 20040603 GOOD CADT FV1136 FV1136 STATION DESCRIPTION FV1136 FV1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 FV1136'23.3 MI NW FROM SAN SIMEON. FV1136'23.3 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE HEARST CASTLE FV1136'ENTRANCE AT SAN SIMEON, 15 FEET NORTH-NORTHEAST OF THE CENTER OF FV1136'THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE SIDEWALK OF THE FV1136'BRIDGE OVER VILLA CREEK, AND 14 INCHES EAST-SOUTHEAST OF THE END FV1136'OF THE BRIDGE. FV1136 FV1136 STATION RECOVERY (2004) FV1136 FV1136'RECOVERY NOTE BY CALTRANS 2004 (BF) FV1136'RECOVERED IN GOOD CONDITION. FV1136 FV1136 STATION RECOVERY (2004) FV1136 FV1136'RECOVERY NOTE BY CALTRANS 2004 (RF) FV1136'RECOVERED AS DESCRIBED. THIS STATION WAS OBSERVED IN THE SAN SIMEON FV1136'POST-EARTHQUAKE AND HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT.