National Geodetic Survey, Retrieval Date = NOVEMBER 24, 2002 GS0784 *********************************************************************** GS0784 DESIGNATION - GRAPE RESET GS0784 PID - GS0784 GS0784 STATE/COUNTY- NV/NYE GS0784 USGS QUAD - GRAPEVINE PEAK (1988) GS0784 GS0784 *CURRENT SURVEY CONTROL GS0784 ___________________________________________________________________ GS0784* NAD 83(1994)- 36 57 55.00295(N) 117 08 59.37395(W) ADJUSTED GS0784* NAVD 88 - 2664.8 (meters) 8743. (feet) VERTCON GS0784 ___________________________________________________________________ GS0784 LAPLACE CORR- 5.36 (seconds) DEFLEC99 GS0784 GEOID HEIGHT- -27.08 (meters) GEOID99 GS0784 GS0784 HORZ ORDER - FIRST GS0784 GS0784.The horizontal coordinates were established by classical geodetic methods GS0784.and adjusted by the National Geodetic Survey in June 1998. GS0784 GS0784.The NAVD 88 height was computed by applying the VERTCON shift value to GS0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GS0784 GS0784.The Laplace correction was computed from DEFLEC99 derived deflections. GS0784 GS0784.The geoid height was determined by GEOID99. GS0784 GS0784; North East Units Scale Converg. GS0784;SPC NV C - 6,245,883.858 456,977.784 MT 0.99992279 -0 17 26.0 GS0784;SPC NV W - 4,246,735.120 927,647.828 MT 1.00010067 +0 51 43.7 GS0784;SPC CA 4 - 682,672.063 2,164,744.857 MT 0.99995826 +1 06 13.6 GS0784;SPC CA 4 - 2,239,733.26 7,102,167.09 sFT 0.99995826 +1 06 13.6 GS0784;UTM 11 - 4,091,031.110 486,663.000 MT 0.99960219 -0 05 24.3 GS0784 GS0784: Primary Azimuth Mark Grid Az GS0784:SPC NV C - GRAPE AZ MK 071 57 21.5 GS0784:SPC NV W - GRAPE AZ MK 070 48 11.8 GS0784:SPC CA 4 - GRAPE AZ MK 070 33 41.9 GS0784:UTM 11 - GRAPE AZ MK 071 45 19.8 GS0784 GS0784|---------------------------------------------------------------------| GS0784| PID Reference Object Distance Geod. Az | GS0784| dddmmss.s | GS0784| DA7623 GRAPE AZ MK 0713955.5 | GS0784| DA7624 GRAPE RM 1 4.536 METERS 12219 | GS0784| DA7625 GRAPE RM 2 6.767 METERS 18555 | GS0784|---------------------------------------------------------------------| GS0784 GS0784 SUPERSEDED SURVEY CONTROL GS0784 GS0784 NAD 83(1992)- 36 57 54.98689(N) 117 08 59.37229(W) AD( ) 1 GS0784 NAD 83(1986)- 36 57 54.98389(N) 117 08 59.37761(W) AD( ) 1 GS0784 NAD 27 - 36 57 55.20100(N) 117 08 56.14400(W) AD( ) 1 GS0784 NGVD 29 - 2663.6 (m) 8739. (f) VERT ANG GS0784 GS0784.Superseded values are not recommended for survey control. GS0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GS0784.See file dsdata.txt to determine how the superseded data were derived. GS0784 GS0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA8666391031(NAD 83) GS0784_MARKER: Z = SEE DESCRIPTION GS0784_SETTING: 0 = UNSPECIFIED SETTING GS0784 GS0784 HISTORY - Date Condition Report By GS0784 HISTORY - 1895 MONUMENTED CGS GS0784 HISTORY - 1949 SEE DESCRIPTION CGS GS0784 HISTORY - 1949 SEE DESCRIPTION CGS GS0784 GS0784 STATION DESCRIPTION GS0784 GS0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (CHS) GS0784'DRILL HOLE IN STONE SET TO MARK STATION. THE HIGHEST OF THE GRAPE GS0784'VINE MOUNTAINS. A LARGE CONE AS VIEWED FROM THE NW. PILE OF GS0784'STONES AROUND POLE ON SUMMIT. GS0784 GS0784 STATION RECOVERY (1949) GS0784 GS0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MTP) GS0784'THE STATION WAS RECOVERED AND THE CONDITIONS THEN EXISTING WERE GS0784'FOUND TO BE CORRECT. GS0784' GS0784'A STANDARD DISK STAMPED GRAPE 1895 WAS PLACED DIRECTLY UNDER GS0784'THE DRILL HOLE AT A DEPTH OF 12 INCHES. THE SHANK OF A BRONZE GS0784'DISK WAS EMBEDED IN THE OLD DRILL HOLE ON THE SURFACE IN EXACTLY GS0784'THE SAME POSITION THAT IT WAS RECOVERED. GS0784' GS0784'REFERENCE MARK NO. 1 IS 15 FEET EAST-SOUTHEAST OF THE STATION. GS0784'IT IS SET IN THE TOP OF A BOULDER WHICH PROJECTS 3 INCHES, AND GS0784'IS STAMPED GRAPE NO 1 1895. GS0784' GS0784'REFERENCE MARK NO. 2 IS 24 FEET SOUTH OF THE STATION. IT IS GS0784'SET IN THE TOP OF A BOULDER WHICH PROJECTS 4 INCHES, AND IS GS0784'STAMPED GRAPE NO 2 1895. GS0784' GS0784'THE AZIMUTH MARK IS 1-1/2 MILES EAST OF THE STATION. IT IS SET GS0784'IN THE TOP OF A 2-FOOT BOULDER, AND IS STAMPED GRAPE 1895. GS0784' GS0784'TO REACH THE STATION FROM SPRINGDALE, GO NORTH ON HIGHWAY 95 GS0784'FOR 1.4 MILES TO A BLADED SIDE ROAD LEFT AT HIGHWAY POST NO. A GS0784'617 PLUS 32. TURN LEFT ON BLADED ROAD AND GO 2.7 MILES GS0784'TO A FORK. TAKE LEFT FORK AND GO 0.9 MILES TO A FORK. TAKE GS0784'RIGHT FORK AND GO 0.9 MILES TO A FORK. TAKE RIGHT FORK STRAIGHT GS0784'AHEAD FOR 4.5 MILES TO A DIM CROSSROAD. CONTINUE STRAIGHT AHEAD GS0784'FOR 0.4 MILES TO A FORK. TAKE LEFT FORK AND GO 0.7 MILES TO GS0784'A CROSSROAD. CONTINUE STRAIGHT AHEAD FOR 0.1 MILES TO A GS0784'CROSSROAD. CONTINUE STRAIGHT AHEAD FOR 1.5 MILES TO A Y FORK. GS0784'KEEP MAIN TRAVELED ROAD STRAIGHT AHEAD FOR 4.9 MILES TO GS0784'A REVERSE Y FORK. HERE TURN SHARP RIGHT AND GO DOWN A WASH GS0784'FOR 0.35 MILES TO A DIM FORK AT THE NORTH END OF A GRAVEL GS0784'PIT. TURN LEFT UP WASH AND FOLLOW DIM TRACKS FOR 3.9 GS0784'MILES TO A GROUP OF WILLOW TREES AT A SPRING AND THE END GS0784'OF TRUCK TRAVEL. (THE AZIMUTH MARK IS ON THE HILLSIDE ON GS0784'THE NORTH SIDE OF THE DRAW. IT IS MARKED BY A 1X4 STAKE.) GS0784'FROM THE END OF TRUCK TRAVEL PACK UP THE DRAW, THEN UP THE GS0784'RIDGE ON THE RIGHT. TURN RIGHT AFTER REACHING A TRAIL AND GS0784'FOLLOW THE TRAIL UNTIL IT COMES TO A PROMINENT RIDGE. HERE GS0784'THE STATION CAN BE SEEN TO THE LEFT. TURN LEFT AND PACK GS0784'ACROSS OPEN SPACE TO THE TOP OF THE RIDGE AND THEN ALONG GS0784'THE RIDGE TO THE STATION SITE. GS0784 GS0784 STATION RECOVERY (1949) GS0784 GS0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS) GS0784'THE STATION WAS RECOVERED AS DESCRIBED IN A RECOVERY NOTE BY GS0784'M.T. PAULSON IN 1949. THE STATION WAS NOT OCCUPIED AND NO GS0784'DISTANCES OR DIRECTIONS WERE TAKEN TO THE MARKS THAT HE GS0784'ESTABLISHED. A COMPLETE DESCRIPTION WITH THESE ADDITIONS AND GS0784'A SLIGHT CORRECTION IN THE TO REACH FOLLOWS. GS0784' GS0784'AN UNDERGROUND STATION MARK IS DIRECTLY UNDER THE STATION, GS0784'12 INCHES BELOW THE SURFACE OF THE GROUND, AS DESCRIBED IN GS0784'NOTE 8B, AND STAMPED GRAPE 1895. GS0784' GS0784'THE STATION IS LOCATED ABOUT 22 MILES AIR LINE WEST NORTHWEST GS0784'OF BEATTY AND ON THE HIGHEST PEAK OF THE GRAPEVINE MOUNTAINS. GS0784'THE STATION MARK IS A BRONZE PLUG 3/4 INCH IN DIAMETER CEMENTED GS0784'IN A DRILL HOLE IN A BOULDER, PROJECTING 6 INCHES, AND UNSTAMPED. GS0784' GS0784'REFERENCE MARK NO. 1 IS ABOUT 18 INCHES LOWER THAN STATION, GS0784'SET FLUSH WITH THE GROUND, AS DESCRIBED IN NOTE 12D, AND GS0784'STAMPED GRAPE NO 1 1949. GS0784' GS0784'REFERENCE MARK NO. 2 IS ABOUT 3 FEET LOWER THAN STATION, GS0784'PROJECTING 2 INCHES, AS DESCRIBED IN NOTE 12D, AND STAMPED GS0784'GRAPE NO 2 1949. GS0784' GS0784'THE AZIMUTH MARK IS 100 FEET NORTH OF A SPRING, ON THE NORTH GS0784'SIDE OF A DRAW, PROJECTING 3 FEET, AS DESCRIBED IN NOTE 12C, GS0784'AND STAMPED GRAPE 1949. GS0784' GS0784'TO REACH FROM SPRINGDALE GO NORTH ON U.S. HIGHWAY 95 FOR GS0784'1.4 MILES TO A BLADED ROAD ON THE LEFT AT HIGHWAY POST NO. A 617 GS0784'PLUS 32. TURN LEFT ON THE BLADED ROAD AND GO 2.7 MILES TO A GS0784'FORK. TAKE THE LEFT FORK AND GO 0.9 MILE TO A FORK. TAKE THE GS0784'RIGHT FORK AND GO 0.9 MILE TO FORK. TAKE RIGHT FORK AND GO 4.5 GS0784'MILES TO A DIM CROSSROAD. CONTINUE STRAIGHT AHEAD FOR 0.4 MILE GS0784'TO FORK. TAKE LEFT FORK AND GO 0.7 MILE TO A CROSSROAD. GS0784'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A CROSSROAD. CONTINUE GS0784'STRAIGHT AHEAD FOR 1.6 MILES TO A FORK. TAKE RIGHT FORK AND GS0784'GO 5.25 MILES TO A REVERSE Y IN BOTTOM OF WASH. TURN SHARP GS0784'RIGHT AND GO DOWN WASH FOR 0.3 MILE TO DIM FORK. TURN LEFT GS0784'UP WASH AND FOLLOW TRACK ROAD FOR 4.2 MILES TO A SPRING ON GS0784'LEFT, AZIMUTH MARK ON RIGHT AS DESCRIBED ABOVE, AND END GS0784'OF TRUCK TRAVEL. (REQUIRES A FOUR WHEEL DRIVE VEHICLE TO GS0784'DRIVE LAST 4.2 MILES). PACK UP DRAW ALONG TRAIL, THENCE UP GS0784'RIDGE TO RIGHT TO A TRAIL. CONTINUE UP RIDGE, ACROSS OPEN GS0784'SPACE AND TO HIGHEST POINT AND STATION AS DESCRIBED ABOVE. A GS0784'2 HOUR PACK. GS0784' GS0784'OBSERVATIONS MADE FROM A 1.26 METER TRIPOD.