1 National Geodetic Survey, Retrieval Date = DECEMBER 9, 2004 FT0030 *********************************************************************** FT0030 DESIGNATION - D 294 FT0030 PID - FT0030 FT0030 STATE/COUNTY- CA/SAN BERNARDINO FT0030 USGS QUAD - CAVE MOUNTAIN (1986) FT0030 FT0030 *CURRENT SURVEY CONTROL FT0030 ___________________________________________________________________ FT0030* NAD 83(1986)- 35 02 31. (N) 116 15 31. (W) SCALED FT0030* NAVD 88 - 351.37 (+/-2cm) 1152.8 (feet) VERTCON FT0030 ___________________________________________________________________ FT0030 GEOID HEIGHT- -31.18 (meters) GEOID03 FT0030 FT0030 VERT ORDER - SECOND CLASS 0 (See Below) FT0030 FT0030.The horizontal coordinates were scaled from a topographic map and have FT0030.an estimated accuracy of +/- 6 seconds. FT0030 FT0030.The NAVD 88 height was computed by applying the VERTCON shift value to FT0030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FT0030.The vertical order pertains to the NGVD 29 superseded value. FT0030 FT0030.The geoid height was determined by GEOID03. FT0030 FT0030; North East Units Estimated Accuracy FT0030;SPC CA 5 - 672,420. 2,158,870. MT (+/- 180 meters Scaled) FT0030 FT0030 SUPERSEDED SURVEY CONTROL FT0030 FT0030 NGVD 29 (??/??/92) 350.704 (m) 1150.60 (f) ADJ UNCH 2 0 FT0030 FT0030.Superseded values are not recommended for survey control. FT0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FT0030.See file dsdata.txt to determine how the superseded data were derived. FT0030 FT0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU676779(NAD 83) FT0030_MARKER: DB = BENCH MARK DISK FT0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FT0030_STAMPING: D 294 1935 FT0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FT0030+STABILITY: SURFACE MOTION FT0030 FT0030 HISTORY - Date Condition Report By FT0030 HISTORY - 1935 MONUMENTED CGS FT0030 HISTORY - 20041024 GOOD GEOCAC FT0030 FT0030 STATION DESCRIPTION FT0030 FT0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 FT0030'5.3 MI W FROM CRUCERO. FT0030'5.3 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION FT0030'AT CRUCERO, SAN BERNARDINO COUNTY, 3-1/4 RAILS WEST OF MILEPOST FT0030'199, ABOUT 242 YARDS WEST OF BRIDGE 199.14, AND 43 FEET NORTH FT0030'OF THE TRACK. A STANDARD DISK, STAMPED D 294 1935 AND SET IN FT0030'THE TOP OF A CONCRETE POST. FT0030 FT0030 STATION RECOVERY (2004) FT0030 FT0030'RECOVERY NOTE BY GEOCACHING 2004 (LH) FT0030'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 9, 2004 FT1547 *********************************************************************** FT1547 DESIGNATION - GOLDSTONE FT1547 PID - FT1547 FT1547 STATE/COUNTY- CA/SAN BERNARDINO FT1547 USGS QUAD - WILLIAMS WELL (1996) FT1547 FT1547 *CURRENT SURVEY CONTROL FT1547 ___________________________________________________________________ FT1547* NAD 83(1992)- 35 10 42.15219(N) 116 56 09.59450(W) ADJUSTED FT1547* NAVD 88 - 1219.0 (meters) 3999. (feet) VERTCON FT1547 ___________________________________________________________________ FT1547 EPOCH DATE - 1991.35 FT1547 LAPLACE CORR- -0.68 (seconds) DEFLEC99 FT1547 GEOID HEIGHT- -30.80 (meters) GEOID03 FT1547 FT1547 HORZ ORDER - SECOND FT1547 FT1547.The horizontal coordinates were established by classical geodetic methods FT1547.and adjusted by the National Geodetic Survey in June 1996. FT1547.The horizontal coordinates are valid at the epoch date displayed above. FT1547.The epoch date for horizontal control is a decimal equivalence FT1547.of Year/Month/Day. FT1547 FT1547.The NAVD 88 height was computed by applying the VERTCON shift value to FT1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FT1547 FT1547.The Laplace correction was computed from DEFLEC99 derived deflections. FT1547 FT1547.The geoid height was determined by GEOID03. FT1547 FT1547; North East Units Scale Factor Converg. FT1547;SPC CA 5 - 686,689.590 2,096,912.828 MT 0.99994986 +0 36 23.4 FT1547;SPC CA 5 - 2,252,914.10 6,879,621.50 sFT 0.99994986 +0 36 23.4 FT1547;UTM 11 - 3,892,826.408 505,827.543 MT 0.99960042 +0 02 12.7 FT1547 FT1547! - Elev Factor x Scale Factor = Combined Factor FT1547!SPC CA 5 - 0.99981353 x 0.99994986 = 0.99976340 FT1547!UTM 11 - 0.99981353 x 0.99960042 = 0.99941403 FT1547 FT1547: Primary Azimuth Mark Grid Az FT1547:SPC CA 5 - GOLDSTONE AZ MK 234 10 07.1 FT1547:UTM 11 - GOLDSTONE AZ MK 234 44 17.8 FT1547 FT1547|---------------------------------------------------------------------| FT1547| PID Reference Object Distance Geod. Az | FT1547| dddmmss.s | FT1547| CC5322 GOLDSTONE RM 1 12.795 METERS 17821 | FT1547| CC5321 GOLDSTONE AZ MK 2344630.5 | FT1547| CC5323 GOLDSTONE RM 2 14.264 METERS 32641 | FT1547|---------------------------------------------------------------------| FT1547 FT1547 SUPERSEDED SURVEY CONTROL FT1547 FT1547 NAD 83(1986)- 35 10 42.15302(N) 116 56 09.59174(W) AD(1984.00) 2 FT1547 NAD 27 - 35 10 42.24220(N) 116 56 06.45870(W) AD( ) 2 FT1547 NGVD 29 (07/19/86) 1218.2 (m) 3997. (f) VERT ANG FT1547 FT1547.Superseded values are not recommended for survey control. FT1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FT1547.See file dsdata.txt to determine how the superseded data were derived. FT1547 FT1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU0582892826(NAD 83) FT1547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FT1547+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2004 FT1547 FT1547 HISTORY - Date Condition Report By FT1547 HISTORY - 1964 MONUMENTED CGS FT1547 HISTORY - 20040919 GOOD BLM FT1547 FT1547 STATION DESCRIPTION FT1547 FT1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB) FT1547'THE STATION IS LOCATED 19-1/2 MILES NORTH-NORTHEAST OF BARSTOW FT1547'AND 15-1/4 MILES SOUTHWEST OF FORT IRWIN, ON A FLAT TOP LIGHT FT1547'COLORED RIDGE THAT EXTENDS NORTH FROM LANE MOUNTAIN. FT1547' FT1547'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET FT1547'AND FIRST STREET IN BARSTOW, GO NORTH ON FIRST STREET, CROSS FT1547'RAILROAD OVERPASS FOR 0.9 MILE TO A SIDE ROAD LEFT AND A SIGN FT1547'CAMP IRWIN IS ON THE RIGHT. TURN LEFT AND GO NORTHWEST FOR FT1547'0.7 MILE TO THE JUNCTION OF U.S. HIGHWAY 466 AND A SIGN IRWIN FT1547'ROAD IS ON THE RIGHT. CONTINUE NORTHERLY ON IRWIN ROAD FOR FT1547'9.6 MILES TO THE YERMO CUTOFF ON THE RIGHT. CONTINUE NORTHERLY FT1547'ON IRWIN ROAD FOR 9.05 MILES TO A SIDE ROAD LEFT. CONTINUE FT1547'NORTHERLY FOR 1.15 MILES TO A SIDE ROAD LEFT. TURN LEFT AND FT1547'GO NORTHWESTERLY ON A TRACK ROAD, PASSING POWER POLE NUMBER FT1547'84434 ON THE LEFT, FOR 3.65 MILES TO A SIDE ROAD SHARP FT1547'RIGHT. CONTINUE WESTERLY ON THE MAIN TRAVELED ROAD FOR 1.55 FT1547'MILES TO A FORK. TAKE THE LEFT FORK, WESTERLY, FOR 2.2 FT1547'MILES TO A SIDE ROAD RIGHT. TURN RIGHT AND GO FT1547'NORTHWESTERLY ON A TRACK ROAD FOR 0.5 MILE TO THE AZIMUTH FT1547'MARK ON THE LEFT, 0.05 MILE SOUTHWEST OF THE TRACK ROAD. FT1547'CONTINUE NORTHWESTERLY ON THE TRACK ROAD FOR 0.3 MILE TO A FT1547'FORK. TURN RIGHT, LEAVE THE ROAD AND GO NORTHEAST UPHILL FT1547'INTO SADDLE AND THE END OF TRUCK TRAVEL. PACK EASTERLY FT1547'ON RIDGE TO THE STATION ON THE HIGHEST POINT. 15 MINUTE FT1547'PACK. FT1547' FT1547'STATION MARK IS A STANDARD DISK STAMPED GOLDSTONE 1964, THE FT1547'DISK IS BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS FT1547'5 INCHES FROM A CONCRETE CYLINDER FLUSH WITH THE SURFACE OF FT1547'THE GROUND. IT IS 8.2 FEET WEST OF A 4-FOOT HIGH CAIRN AND IS FT1547'SLIGHTLY NEARER THE WEST CENTER OF THE GRAVELLY HILL STUDDED FT1547'WITH ROCK OUTCROPS. FT1547' FT1547'REFERENCE MARK NO. 1, IS A STANDARD DISK STAMPED GOLDSTONE FT1547'NO 1 1964, CEMENTED IN A DRILL HOLE IN BEDROCK OUTCROP 4 FEET FT1547'LONG AND 2 FEET WIDE PROJECTING 15 INCHES. IT IS AT THE TOP FT1547'OF THE SOUTH SLOPE OF THE HILL AND THE SAME ELEVATION AS THE FT1547'STATION. FT1547' FT1547'REFERENCE MARK NO. 2, IS A STANDARD DISK STAMPED GOLDSTONE FT1547'NO 2 1964, CEMENTED IN A DRILL HOLE IN BEDROCK OUTCROP 29 FT1547'INCHES LONG AND 17 INCHES WIDE PROJECTING 13 INCHES ON THE FT1547'NORTH SIDE. IT IS 2.5 FEET NORTHEAST OF A 20-INCH CAIRN AND FT1547'THE SAME ELEVATION AS THE STATION. FT1547' FT1547'AZIMUTH MARK IS A STANDARD DISK STAMPED GOLDSTONE 1964, CEMENTED FT1547'IN A DRILL HOLE IN BROKEN BEDROCK OUTCROP 5 FEET BY 9 FEET FT1547'PROJECTING 3 FEET. IT IS 18 INCHES EAST OF A 2-FOOT CAIRN, FT1547'ABOUT 50 FEET HIGHER THAN THE ROAD AND IN ONE OF SEVERAL SUCH FT1547'OUTCROPS IN THIS VICINITY. FT1547' FT1547'NOTE--A 4-WHEEL DRIVE TRUCK HAD BEEN DRIVEN TO THE TOP FROM FT1547'THE SOUTH SIDE AND FROM THE NORTH SIDE OF THE RIDGE. FT1547 FT1547 STATION RECOVERY (2004) FT1547 FT1547'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 2004 (DHH) FT1547'NEW TO REACH DESCRIPTION- FT1547' FT1547'FROM THE FT. IRWIN RD. EXIT ON THE I15 FREEWAY, TAKE FT. IRWIN ROAD FT1547'NORTH FOR 17.4 MILES TO A DIRT ROAD ON THE LEFT. FT1547'FOLLOW DIRT ROAD NORTH FOR 3.2 MILES TO A FORK ON THE LEFT. FT1547'TAKE LEFT FORK FOR 3.0 MILES TO A DIRT ROAD ON RIGHT. FT1547'TAKE RIGHT TURN AND FOLLOW ROAD FOR 2.9 MILES TO PASS ON EAST SIDE OF FT1547'GOLDSTONE PEAK. FT1547' FT1547'PARK AND HIKE WEST TO TOP OF PEAK AND STATION MARK, A 4 MINUTE WALK. FT1547' FT1547'AN ATV CAN BE DRIVEN TO THE TOP BY CIRCLING AROUND THE NORTH BASE OF FT1547'THE HILL AND RIDING TO THE TOP FROM THE NW OR W SIDE. FT1547' FT1547'GOOD GPS SITE. 1 National Geodetic Survey, Retrieval Date = DECEMBER 9, 2004 EV0024 *********************************************************************** EV0024 DESIGNATION - R 1247 EV0024 PID - EV0024 EV0024 STATE/COUNTY- CA/SAN BERNARDINO EV0024 USGS QUAD - BARSTOW (1993) EV0024 EV0024 *CURRENT SURVEY CONTROL EV0024 ___________________________________________________________________ EV0024* NAD 83(1986)- 34 54 12. (N) 117 01 37. (W) SCALED EV0024* NAVD 88 - 647.407 (meters) 2124.03 (feet) ADJUSTED EV0024 ___________________________________________________________________ EV0024 GEOID HEIGHT- -31.39 (meters) GEOID03 EV0024 DYNAMIC HT - 646.680 (meters) 2121.65 (feet) COMP EV0024 MODELED GRAV- 979,491.8 (mgal) NAVD 88 EV0024 EV0024 VERT ORDER - FIRST CLASS I EV0024 EV0024.The horizontal coordinates were scaled from a topographic map and have EV0024.an estimated accuracy of +/- 6 seconds. EV0024 EV0024.The orthometric height was determined by differential leveling EV0024.and adjusted by the National Geodetic Survey in June 1991. EV0024.WARNING-Repeat measurements at this control monument indicate possible EV0024.vertical movement. EV0024 EV0024.The geoid height was determined by GEOID03. EV0024 EV0024.The dynamic height is computed by dividing the NAVD 88 EV0024.geopotential number by the normal gravity value computed on the EV0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EV0024.degrees latitude (g = 980.6199 gals.). EV0024 EV0024.The modeled gravity was interpolated from observed gravity values. EV0024 EV0024; North East Units Estimated Accuracy EV0024;SPC CA 5 - 656,100. 2,088,930. MT (+/- 180 meters Scaled) EV0024 EV0024 SUPERSEDED SURVEY CONTROL EV0024 EV0024 NGVD 29 (??/??/92) 646.658 (m) 2121.58 (f) ADJ UNCH 1 1 EV0024 EV0024.Superseded values are not recommended for survey control. EV0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV0024.See file dsdata.txt to determine how the superseded data were derived. EV0024 EV0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU975623(NAD 83) EV0024_MARKER: DB = BENCH MARK DISK EV0024_SETTING: 38 = BRIDGE PIER EV0024_STAMPING: R 1247 1974 EV0024_MARK LOGO: NGS EV0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EV0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EV0024+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2002 EV0024 EV0024 HISTORY - Date Condition Report By EV0024 HISTORY - 1974 MONUMENTED NGS EV0024 HISTORY - 1977 GOOD NGS EV0024 HISTORY - 1987 GOOD NGS EV0024 HISTORY - 20020721 GOOD INDIV EV0024 HISTORY - 20041011 GOOD SMCSS EV0024 EV0024 STATION DESCRIPTION EV0024 EV0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 EV0024'AT BARSTOW. EV0024'AT BARSTOW, ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, EV0024'ABOUT 0.05 MILE SOUTHWEST AND ACROSS THE RAILROAD YARDS FROM THE EV0024'STATION, AT THE FIRST STREET BRIDGE OVER THE TRACKS, SET EV0024'VERTICALLY IN THE WEST FACE OF THE SOUTH CONCRETE ABUTMENT OF EV0024'THE BRIDGE, 76.0 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH MOST EV0024'TRACK, 111 FEET NORTH OF THE CENTER LINE OF COTTAGE STREET, EV0024'ABOUT 9 FEET HIGHER THAN THE TRACK, AND 3.2 FEET ABOVE THE EV0024'GROUND. SECTION 6, T 9 N, R 1 W. EV0024 EV0024 STATION RECOVERY (1977) EV0024 EV0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 EV0024'RECOVERED IN GOOD CONDITION. EV0024 EV0024 STATION RECOVERY (1987) EV0024 EV0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 EV0024'RECOVERED IN GOOD CONDITION. EV0024 EV0024 STATION RECOVERY (2002) EV0024 EV0024'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LH) EV0024'RECOVERED IN GOOD CONDITION. EV0024 EV0024 STATION RECOVERY (2004) EV0024 EV0024'RECOVERY NOTE BY SMITH AND COMPANY SURVEYING SRV INC 2004 (BN) EV0024'RECOVERED IN GOOD CONDITION.