1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 AH5219 *********************************************************************** AH5219 DESIGNATION - 19 DOR 1972 AH5219 PID - AH5219 AH5219 STATE/COUNTY- CA/SAN BERNARDINO AH5219 USGS QUAD - GOAT MOUNTAIN (1994) AH5219 AH5219 *CURRENT SURVEY CONTROL AH5219 ___________________________________________________________________ AH5219* NAD 83(1992)- 34 15 57.82706(N) 116 20 02.64010(W) ADJUSTED AH5219* NAVD 88 - 865.9 (meters) 2841. (feet) GPS OBS AH5219 ___________________________________________________________________ AH5219 EPOCH DATE - 1992.88 AH5219 X - -2,341,071.150 (meters) COMP AH5219 Y - -4,729,715.571 (meters) COMP AH5219 Z - 3,571,345.497 (meters) COMP AH5219 LAPLACE CORR- -4.04 (seconds) DEFLEC99 AH5219 ELLIP HEIGHT- 834.69 (meters) GPS OBS AH5219 GEOID HEIGHT- -31.21 (meters) GEOID99 AH5219 AH5219 HORZ ORDER - B AH5219 ELLP ORDER - THIRD CLASS II AH5219 AH5219.The horizontal coordinates were established by GPS observations AH5219.and adjusted by the National Geodetic Survey in August 1998. AH5219.The horizontal coordinates are valid at the epoch date displayed above. AH5219.The epoch date for horizontal control is a decimal equivalence AH5219.of Year/Month/Day. AH5219 AH5219.The orthometric height was determined by GPS observations and a AH5219.high-resolution geoid model. AH5219 AH5219.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH5219 AH5219.The Laplace correction was computed from DEFLEC99 derived deflections. AH5219 AH5219.The ellipsoidal height was determined by GPS observations AH5219.and is referenced to NAD 83. AH5219 AH5219.The geoid height was determined by GEOID99. AH5219 AH5219; North East Units Scale Converg. AH5219;SPC CA 5 - 586,246.940 2,153,411.877 MT 0.99995772 +0 56 58.6 AH5219;SPC CA 5 - 1,923,378.50 7,064,985.47 sFT 0.99995772 +0 56 58.6 AH5219;UTM 11 - 3,791,857.761 561,305.609 MT 0.99964633 +0 22 29.8 AH5219 AH5219 SUPERSEDED SURVEY CONTROL AH5219 AH5219.No superseded survey control is available for this station. AH5219 AH5219_MARKER: DD = SURVEY DISK AH5219_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND AH5219_STAMPING: 2838 19 DOR 1972 AH5219_MARK LOGO: USGS AH5219_PROJECTION: FLUSH AH5219_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AH5219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AH5219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH5219+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2002 AH5219 AH5219 HISTORY - Date Condition Report By AH5219 HISTORY - 1972 MONUMENTED USGS AH5219 HISTORY - 19921130 GOOD NGS AH5219 HISTORY - 20020915 GOOD INDIV AH5219 AH5219 STATION DESCRIPTION AH5219 AH5219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (AJL) AH5219'STATION IS LOCATED ABOUT 29.0 KM (18.0 MI) NORTHWEST OF TWENTY-NINE AH5219'PALMS, 17.7 KM (11.0 MI) NORTHEAST OF YUCCA VALLEY, 14.5 KM (9.0 MI) AH5219'NORTH OF JOSHUA TREE AND 5.3 KM (3.3 MI) EAST OF LANDERS. AH5219'OWNERSHIP--UNKNOWN. TO REACH THE STATION FROM THE T-INTERSECTION OF AH5219'STATE HIGHWAYS 62 AND 247 IN YUCCA VALLEY, GO NORTH ON HIGHWAY 247 AH5219'(OLD WOMAN SPRINGS ROAD) FOR 16.1 KM (10.0 MI) TO HIGHWAY 247 MILEPOST AH5219'10.00. CONTINUE AHEAD, NORTH, ON HIGHWAY 247 FOR 1.0 KM (0.6 MI) TO A AH5219'SIDE ROAD RIGHT. TURN RIGHT, EAST, ON RECHE ROAD FOR 10.5 KM (6.5 MI) AH5219'TO AN INTERSECTION WITH THE DIRT SUNNY VISTA ROAD. TURN LEFT, NORTH, AH5219'ON SUNNY VISTA ROAD TO THE STATION ON THE LEFT IN THE NORTHWEST CORNER AH5219'OF THE INTERSECTION. THE STATION IS A STANDARD USGS TRIANGULATION DISK AH5219'MOUNTED FLUSH IN ABS (FIBER) PIPE. IT IS 0.49 M (1.61 FT) SOUTH OF A AH5219'METAL WITNESS POST, 10.6 M (34.8 FT) WEST OF A WIRE FENCE CORNER AND AH5219'SIGN THAT READS IN PART -U.S. MARINE CORPS AIR COMBAT CENTER-, 12.5 M AH5219'(41.0 FT) NORTH OF THE CENTER OF RECHE ROAD, 6.3 M (20.7 FT) WEST OF AH5219'THE CENTER OF THE DIRT SUNNY VISTA ROAD AND 2.82 M (9.25 FT) NORTH OF AH5219'POWER POLE 1696667E. AH5219 AH5219 STATION RECOVERY (2002) AH5219 AH5219'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RCF) AH5219'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 EV0790 *********************************************************************** EV0790 DESIGNATION - M 293 EV0790 PID - EV0790 EV0790 STATE/COUNTY- CA/SAN BERNARDINO EV0790 USGS QUAD - HARVARD HILL (1982) EV0790 EV0790 *CURRENT SURVEY CONTROL EV0790 ___________________________________________________________________ EV0790* NAD 83(1986)- 34 55 24. (N) 116 43 32. (W) SCALED EV0790* NAVD 88 - 568.366 (meters) 1864.71 (feet) ADJUSTED EV0790 ___________________________________________________________________ EV0790 GEOID HEIGHT- -31.41 (meters) GEOID99 EV0790 DYNAMIC HT - 567.735 (meters) 1862.64 (feet) COMP EV0790 MODELED GRAV- 979,506.8 (mgal) NAVD 88 EV0790 EV0790 VERT ORDER - SECOND CLASS 0 EV0790 EV0790.The horizontal coordinates were scaled from a topographic map and have EV0790.an estimated accuracy of +/- 6 seconds. EV0790 EV0790.The orthometric height was determined by differential leveling EV0790.and adjusted by the National Geodetic Survey in June 1991. EV0790 EV0790.The geoid height was determined by GEOID99. EV0790 EV0790.The dynamic height is computed by dividing the NAVD 88 EV0790.geopotential number by the normal gravity value computed on the EV0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EV0790.degrees latitude (g = 980.6199 gals.). EV0790 EV0790.The modeled gravity was interpolated from observed gravity values. EV0790 EV0790; North East Units Estimated Accuracy EV0790;SPC CA 5 - 658,620. 2,116,440. MT (+/- 180 meters Scaled) EV0790 EV0790 SUPERSEDED SURVEY CONTROL EV0790 EV0790 NGVD 29 - 567.652 (m) 1862.37 (f) ADJ UNCH 2 0 EV0790 EV0790.Superseded values are not recommended for survey control. EV0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV0790.See file dsdata.txt to determine how the superseded data were derived. EV0790 EV0790_MARKER: DB = BENCH MARK DISK EV0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EV0790_STAMPING: M 293 1935 EV0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV0790+STABILITY: SURFACE MOTION EV0790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EV0790+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2002 EV0790 EV0790 HISTORY - Date Condition Report By EV0790 HISTORY - 1935 MONUMENTED CGS EV0790 HISTORY - 19970405 GOOD USPSQD EV0790 HISTORY - 20020922 GOOD GIRL EV0790 EV0790 STATION DESCRIPTION EV0790 EV0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 EV0790'5.9 MI NE FROM YERMO. EV0790'5.9 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM EV0790'THE STATION AT YERMO, SAN BERNARDINO COUNTY, 6-1/4 RAILS EV0790'NORTHEAST OF MILEPOST 169, AND 45 FEET NORTHWEST OF THE TRACK. EV0790'A STANDARD DISK, STMAPED M 293 1935 AND SET IN THE TOP OF A EV0790'CONCRETE POST. EV0790 EV0790 STATION RECOVERY (1997) EV0790 EV0790'RECOVERY NOTE BY US POWER SQUADRON 1997 EV0790'RECOVERED IN GOOD CONDITION. EV0790 EV0790 STATION RECOVERY (2002) EV0790 EV0790'RECOVERY NOTE BY GIRL SCOUTS OF AMERICA 2002 (AA) EV0790'E-MAP GPS LISTED N 34 55.499 BY W 116 43.569 AT 1920' ELEVATION. EV0790'MARKER WAS FOUND IN GOOD SHAPE. PHOTO IS LISTED AT EV0790'WWW.GEOCACHING.COM/MARK/DETAILS.ASP PID=EV0790 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 EV9192 *********************************************************************** EV9192 DESIGNATION - PIPES EV9192 PID - EV9192 EV9192 STATE/COUNTY- CA/SAN BERNARDINO EV9192 USGS QUAD - YUCCA VALLEY NORTH (1994) EV9192 EV9192 *CURRENT SURVEY CONTROL EV9192 ___________________________________________________________________ EV9192* NAD 83(1992)- 34 11 54.64040(N) 116 26 31.65158(W) ADJUSTED EV9192* NAVD 88 - 1126.5 (meters) 3696. (feet) VERTCON EV9192 ___________________________________________________________________ EV9192 EPOCH DATE - 1991.35 EV9192 LAPLACE CORR- -5.46 (seconds) DEFLEC99 EV9192 GEOID HEIGHT- -30.99 (meters) GEOID99 EV9192 EV9192 HORZ ORDER - SECOND EV9192 EV9192.The horizontal coordinates were established by classical geodetic methods EV9192.and adjusted by the National Geodetic Survey in June 1996. EV9192.The horizontal coordinates are valid at the epoch date displayed above. EV9192.The epoch date for horizontal control is a decimal equivalence EV9192.of Year/Month/Day. EV9192 EV9192.The NAVD 88 height was computed by applying the VERTCON shift value to EV9192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV9192 EV9192.The Laplace correction was computed from DEFLEC99 derived deflections. EV9192 EV9192.The geoid height was determined by GEOID99. EV9192 EV9192; North East Units Scale Converg. EV9192;SPC CA 5 - 578,595.247 2,143,577.953 MT 0.99996831 +0 53 16.8 EV9192;SPC CA 5 - 1,898,274.57 7,032,722.00 sFT 0.99996831 +0 53 16.8 EV9192;UTM 11 - 3,784,307.510 551,398.657 MT 0.99963256 +0 18 48.8 EV9192 EV9192: Primary Azimuth Mark Grid Az EV9192:SPC CA 5 - T1N R5E SECS 2 3 10 11 159 43 28.4 EV9192:UTM 11 - T1N R5E SECS 2 3 10 11 160 17 56.4 EV9192 EV9192|---------------------------------------------------------------------| EV9192| PID Reference Object Distance Geod. Az | EV9192| dddmmss.s | EV9192| CS6574 PIPES RM 1 5.767 METERS 02915 | EV9192| EV9197 T1N R5E SECS 2 3 10 11 APPROX. 0.6 KM 1603645.2 | EV9192| EV0397 WWL 15 423.616 METERS 1635212.3 | EV9192| CS6575 PIPES RM 2 4.890 METERS 29238 | EV9192|---------------------------------------------------------------------| EV9192 EV9192 SUPERSEDED SURVEY CONTROL EV9192 EV9192 NAD 83(1986)- 34 11 54.64236(N) 116 26 31.65642(W) AD(1984.00) 2 EV9192 NGVD 29 - 1125.7 (m) 3693. (f) VERT ANG EV9192 EV9192.Superseded values are not recommended for survey control. EV9192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV9192.See file dsdata.txt to determine how the superseded data were derived. EV9192 EV9192_MARKER: DD = SURVEY DISK EV9192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EV9192_MAGNETIC: O = OTHER; SEE DESCRIPTION EV9192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV9192+STABILITY: SURFACE MOTION EV9192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EV9192+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2002 EV9192 EV9192 HISTORY - Date Condition Report By EV9192 HISTORY - 1980 MONUMENTED CADT EV9192 HISTORY - 20020915 GOOD INDIV EV9192 EV9192 STATION DESCRIPTION EV9192 EV9192'DESCRIBED BY CALTRANS 1980 (RWH) EV9192'THE STATION IS 9 MILES NORTHWEST OF JOSHUA TREE, 5-1/2 MILES NORTH- EV9192'NORTHWEST OF YUCCA VALLEY IN SECTION 3, T1N, R5E. P.M. 5.6. EV9192' EV9192'TO REACH THE STATION FROM THE INTERSECTION OF CALIFORNIA HIGHWAY 62 EV9192'AND CALIFORNIA HIGHWAY 247 AT THE EAST END OF YUCCA VALLEY, GO NORTH EV9192'ON CALIFORNIA HIGHWAY 247 6.5 MILES (PASSING AZIMUTH MARK AND PIPES EV9192'CANYON ROAD ON THE LEFT AT 5.3 MILES) TO LA BRISTA DRIVE. TURN RIGHT EV9192'ON LA BRISTA DRIVE AND GO EASTERLY FOR 0.1 MILE TO KELLER DRIVE. EV9192'TURN RIGHT ON KELLER DRIVE AND GO SOUTHERLY FOR 0.7 MILE TO BREEZY EV9192'LANE. TURN RIGHT ON BREEZY LANE AND GO WESTERLY FOR 0.2 MILE TO EV9192'STATION ON THE LEFT ON SANDY RIDGE. A 5 MINUTE PACK. EV9192' EV9192'STATION MARK AND REFERENCE MARKS ARE CALIFORNIA DEPARTMENT OF EV9192'TRANSPORTATION DISKS SET IN OCTAGON SHAPED CONCRETE POSTS. EV9192' EV9192'STATION MARK IS STAMPED---PIPES 1980---, IS 1400 FEET NORTH OF ROUTE EV9192'247 AND PIPES CANYON ROAD INTERSECTION, 4 FEET NORTH OF METAL POST, EV9192'AND PROJECTS 0.2 FOOT. A 1 INCH BY 18 INCH STEEL PIPE IS DRIVEN EV9192'INTO THE GROUND NEXT TO THE MONUMENT. EV9192' EV9192'REFERENCE MARK 1 IS STAMPED---PIPES RM NO 1 1980---, IS 1419 FEET EV9192'NORTH OF ROUTE 247 AND PIPES CANYON ROAD INTERSECTION, 22.1 FEET EV9192'NORTH OF METAL POST, 0.6 FOOT LOWER THAN STATION AND PROJECTS 0.1 EV9192'FOOT. EV9192' EV9192'REFERENCE MARK 2 IS STAMPED---PIPES RM NO 2 1980---, IS 1407 FEET EV9192'NORTH OF ROUTE 247 AND PIPES CANYON ROAD INTERSECTION, 18.5 FEET WEST EV9192'OF METAL POST, LEVEL WITH STATION, AND PROJECTS 0.1 FOOT. EV9192' EV9192'THE USGLO SECTION CORNER CAP IS RIVETED TO A 2 INCH IRON PIPE STAMPED- EV9192'--TIN R5E S3 S2 S10 S11 1951---547 FEET SOUTHWEST OF THE INTERSECTION EV9192'OF ROUTE 247 AND PIPES CANYON ROAD, 134 FEET SOUTHWEST OF CENTERLINE EV9192'CALIFORNIA HIGHWAY 247, 2.3 FEET HIGHER THAN CENTERLINE CALIFORNIA EV9192'HIGHWAY 247, AND IN A RING OF ROCKS. EV9192' EV9192'TO REACH THE SECTION CORNER (SERVING AS AN AZIMUTH MARK) FROM THE EV9192'STATION RETURN TO THE INTERSECTION OF LA BRISTA DRIVE AND CALIFORNIA EV9192'HIGHWAY 247. TURN LEFT ON CALIFORNIA HIGHWAY 247 AND GO SOUTH 1.2 EV9192'MILES TO PIPES CANYON ROAD. THE SECTION CORNER IS 547 FEET SOUTHWEST EV9192'OF THE INTERSECTION OF CALIFORNIA HIGHWAY 247 AND PIPES CANYON ROAD. EV9192' EV9192'TO REACH THE BENCH MARK FROM THE STATION RETURN TO THE INTERSECTION EV9192'OF CALIFORNIA HIGHWAY 247 AND LA BRISTA DRIVE. TURN LEFT ON EV9192'CALIFORNIA 247 AND GO SOUTHERLY 1.1 MILES TO THE BENCH MARK ON THE EV9192'NORTHEAST SIDE OF THE HIGHWAY AT THE T INTERSECTION OF CALIFORNIA EV9192'HIGHWAY 247 AND PIPES CANYON ROAD. THE BENCH MARK IS A U.S. ENGINEERS EV9192'BENCH MARK STAMPED---WWL 15---, 33 FEET NORTHEAST OF THE INTERSECTION EV9192'OF CALIFORNIA HIGHWAY 247 AND PIPES CANYON ROAD, 30.8 FEET NORTHEAST EV9192'OF CENTERLINE CALIFORNIA HIGHWAY 247, 1 FOOT NORTHWEST SURVEY MARKER EV9192'POST, 0.4 FOOT LOWER THAN CALIFORNIA HIGHWAY 247, AND FLUSH IN EV9192'GROUND. EV9192 EV9192 STATION RECOVERY (2002) EV9192 EV9192'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RCF) EV9192'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 EV0393 *********************************************************************** EV0393 DESIGNATION - WWL 16 EV0393 PID - EV0393 EV0393 STATE/COUNTY- CA/SAN BERNARDINO EV0393 USGS QUAD - YUCCA VALLEY NORTH (1994) EV0393 EV0393 *CURRENT SURVEY CONTROL EV0393 ___________________________________________________________________ EV0393* NAD 83(1992)- 34 10 08.08454(N) 116 25 26.24302(W) ADJUSTED EV0393* NAVD 88 - 1141.347 (meters) 3744.57 (feet) READJUSTED EV0393 ___________________________________________________________________ EV0393 EPOCH DATE - 1991.35 EV0393 LAPLACE CORR- -4.67 (seconds) DEFLEC99 EV0393 GEOID HEIGHT- -31.09 (meters) GEOID99 EV0393 DYNAMIC HT - 1139.900 (meters) 3739.82 (feet) COMP EV0393 MODELED GRAV- 979,325.3 (mgal) NAVD 88 EV0393 OBS GRAVITY - 979,322.8 (mgal) GRAV_OBS EV0393 EV0393 HORZ ORDER - SECOND EV0393 VERT ORDER - * READJUSTED, Code A , SEE BELOW EV0393 EV0393.The horizontal coordinates were established by classical geodetic methods EV0393.and adjusted by the National Geodetic Survey in June 1996. EV0393.No horizontal observational check was made to the station. EV0393.The horizontal coordinates are valid at the epoch date displayed above. EV0393.The epoch date for horizontal control is a decimal equivalence EV0393.of Year/Month/Day. EV0393 EV0393.The orthometric height was determined by differential leveling EV0393.and adjusted by the National Geodetic Survey in February 1993. EV0393.* This is a READJUSTED BENCH MARK height. Code A indicates a EV0393.distribution rate of 0.0 thru 1.0 mm/km. EV0393.The height was derived from older observations constrained to new EV0393.heights in a crustal motion area. The height is approximate in EV0393.relation to other heights in its vicinity. EV0393 EV0393.The Laplace correction was computed from DEFLEC99 derived deflections. EV0393 EV0393.The geoid height was determined by GEOID99. EV0393 EV0393.The dynamic height is computed by dividing the NAVD 88 EV0393.geopotential number by the normal gravity value computed on the EV0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EV0393.degrees latitude (g = 980.6199 gals.). EV0393 EV0393.The modeled gravity was interpolated from observed gravity values. EV0393.The observed gravity was obtained from relative gravimeter ties EV0393.to the IGSN71 gravity network. EV0393 EV0393; North East Units Scale Converg. EV0393;SPC CA 5 - 575,338.577 2,145,303.801 MT 0.99997339 +0 53 54.1 EV0393;SPC CA 5 - 1,887,589.98 7,038,384.22 sFT 0.99997339 +0 53 54.1 EV0393;UTM 11 - 3,781,034.799 553,091.186 MT 0.99963474 +0 19 24.7 EV0393 EV0393 SUPERSEDED SURVEY CONTROL EV0393 EV0393 NAD 83(1986)- 34 10 08.08684(N) 116 25 26.24690(W) AD(1984.00) 2 EV0393 NGVD 29 - 1140.501 (m) 3741.79 (f) ADJ UNCH 1 1 EV0393 EV0393.Superseded values are not recommended for survey control. EV0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV0393.See file dsdata.txt to determine how the superseded data were derived. EV0393 EV0393_MARKER: DD = SURVEY DISK EV0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EV0393_STAMPING: W W L 16 EV0393_MAGNETIC: N = NO MAGNETIC MATERIAL EV0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV0393+STABILITY: SURFACE MOTION EV0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EV0393+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2002 EV0393 EV0393 HISTORY - Date Condition Report By EV0393 HISTORY - UNK MONUMENTED DOD EV0393 HISTORY - 1969 GOOD CA-071 EV0393 HISTORY - 1978 GOOD NGS EV0393 HISTORY - 1980 GOOD CADT EV0393 HISTORY - 1983 GOOD USGS EV0393 HISTORY - 20020915 GOOD INDIV EV0393 EV0393 STATION DESCRIPTION EV0393 EV0393'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969 EV0393'3.4 MI NW FROM YUCCA VALLEY. EV0393'3.4 MILES NORTHWEST ALONG OLD WOMAN SPRINGS ROAD FROM THE EV0393'JUNCTION OF OLD WOMAN SPRINGS ROAD AND 29 PALMS ROAD (STATE EV0393'HIGHWAY 62), 0.4 MILES SOUTH OF SUNSET AVE. AND APPROXIMATELY EV0393'600 FEET NORTH OF LONGHORN TAVERN, NEAR THE INTERSECTION OF A EV0393'ROAD LEADING NORTHEAST 36 FEET EAST OF THE CENTER LINE OF THE EV0393'PAVED ROAD, 49 FEET SOUTH OF THE CENTER LINE OF THE ROAD WHICH EV0393'LEADS NORTHEAST, 45 FEET SOUTHEAST OF THE POINT OF INTERSECTION EV0393'OF THE 2 ROADS, 1 1/2 FEET SOUTHWEST OF A WHITE WITNESS POST EV0393'AND ABOUT LEVEL WITH PAVED MAIN ROAD. BRASS DISK SET IN A EV0393'CONCRETE POST. EV0393 EV0393 STATION RECOVERY (1978) EV0393 EV0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 EV0393'3.3 MILES NORTH ALONG OLD WOMAN SPRINGS ROAD FROM THE JUNCTION OF EV0393'STATE HIGHWAY 62 AT YUCCA VALLEY, 0.35 MILE NORTH OF THE JUNCTION OF EV0393'BUENA VISTA DRIVE, 0.05 MILE SOUTH OF A POWER LINE CROSSING, AT THE EV0393'SOUTH END OF A DEEP GULLY, 36 FEET EAST OF THE CENTER LINE OF THE EV0393'ROAD, 49 FEET SOUTHEAST OF THE CENTER OF A DIM ROAD LEADING NORTHEAST EV0393'AND 2 FEET SOUTHEAST OF A WOODEN WITNESS POST. EV0393 EV0393 STATION RECOVERY (1980) EV0393 EV0393'RECOVERY NOTE BY CALTRANS 1980 (RWH) EV0393'THE STATION IS A USE BENCH MARK 7 MILES WEST-NORTHWEST OF JOSHUA TREE, EV0393'4 MILES NORTH-NORTHWEST OF YUCCA VALLEY, PM 3.3 CALIFORNIA HIGHWAY EV0393'247. EV0393' EV0393'TO REACH THE BENCH MARK FROM THE INTERSECTION OF CALIFORNIA HIGHWAY 62 EV0393'AND CALIFORNIA HIGHWAY 247 AT THE EAST END OF YUCCA VALLEY, GO NORTH EV0393'ON CALIFORNIA HIGHWAY 247 FOR 3.3 MILES TO THE BENCH MARK ON THE EV0393'RIGHT. THIS STATION WAS ESTABLISHED BY EDM TRAVERSE FROM STATION EV0393'TERRA CADT. EV0393' EV0393'THE BENCH MARK IS A US ENGINEERS BENCH MARK DISK IN SQUARE CONCRETE EV0393'POST, STAMPED---WWL 16---, 45 FEET SOUTH OF MIDDLE OF DRIVEWAY, 32.6 EV0393'FEET EAST OF CENTERLINE CALIFORNIA HIGHWAY 247, 4 FEET EAST OF WOODEN EV0393'WITNESS POST, 1 FOOT LOWER THAN CENTERLINE CALIFORNIA HIGHWAY 247, EV0393'AND FLUSH IN GROUND. EV0393 EV0393 STATION RECOVERY (1983) EV0393 EV0393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 EV0393'RECOVERED IN GOOD CONDITION. EV0393 EV0393 STATION RECOVERY (2002) EV0393 EV0393'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RCF) EV0393'RECOVERED IN GOOD CONDITION.