National Geodetic Survey, Retrieval Date = MAY 2, 2005 LR0850 *********************************************************************** LR0850 DESIGNATION - GRANITE LR0850 PID - LR0850 LR0850 STATE/COUNTY- NV/PERSHING LR0850 USGS QUAD - GRANITE MOUNTAIN (1990) LR0850 LR0850 *CURRENT SURVEY CONTROL LR0850 ___________________________________________________________________ LR0850* NAD 83(1994)- 40 16 49.10152(N) 117 49 01.46369(W) ADJUSTED LR0850* NAVD 88 - 2567.2 (meters) 8423. (feet) VERTCON LR0850 ___________________________________________________________________ LR0850 LAPLACE CORR- 7.69 (seconds) DEFLEC99 LR0850 GEOID HEIGHT- -21.64 (meters) GEOID03 LR0850 LR0850 HORZ ORDER - SECOND LR0850 LR0850.The horizontal coordinates were established by classical geodetic methods LR0850.and adjusted by the National Geodetic Survey in June 1998. LR0850 LR0850.The NAVD 88 height was computed by applying the VERTCON shift value to LR0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LR0850 LR0850.The Laplace correction was computed from DEFLEC99 derived deflections. LR0850 LR0850.The geoid height was determined by GEOID03. LR0850 LR0850; North East Units Scale Factor Converg. LR0850;SPC NV W - 4,614,015.457 865,159.371 MT 0.99995225 +0 29 43.5 LR0850;UTM 11 - 4,459,189.412 430,540.501 MT 0.99965939 -0 31 41.8 LR0850 LR0850! - Elev Factor x Scale Factor = Combined Factor LR0850!SPC NV W - 0.99960083 x 0.99995225 = 0.99955309 LR0850!UTM 11 - 0.99960083 x 0.99965939 = 0.99926035 LR0850 LR0850: Primary Azimuth Mark Grid Az LR0850:SPC NV W - AIRWAY BCN 30 35 MI E LOVELOCK 172 08 06.6 LR0850:UTM 11 - AIRWAY BCN 30 35 MI E LOVELOCK 173 09 31.9 LR0850 LR0850|---------------------------------------------------------------------| LR0850| PID Reference Object Distance Geod. Az | LR0850| dddmmss.s | LR0850| DB7381 GRANITE AZ MK 0963944.2 | LR0850| LR0851 GRANITE CAIRN 11.140 METERS 11535 | LR0850| DB7382 GRANITE RM 1 7.362 METERS 11642 | LR0850| LR0848 AIRWAY BCN 30 35 MI E LOVELOCK APPROX. 8.3 KM 1723750.1 | LR0850| DB7383 GRANITE RM 2 7.159 METERS 20523 | LR0850|---------------------------------------------------------------------| LR0850 LR0850 SUPERSEDED SURVEY CONTROL LR0850 LR0850 NAD 83(1986)- 40 16 49.10560(N) 117 49 01.45630(W) AD( ) 2 LR0850 NAD 27 - 40 16 49.42370(N) 117 48 58.00220(W) AD( ) 2 LR0850 NGVD 29 (07/19/86) 2566.1 (m) 8419. (f) VERT ANG LR0850 LR0850.Superseded values are not recommended for survey control. LR0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LR0850.See file dsdata.txt to determine how the superseded data were derived. LR0850 LR0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TME3054159189(NAD 83) LR0850_MARKER: DS = TRIANGULATION STATION DISK LR0850_SETTING: 66 = SET IN ROCK OUTCROP LR0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LR0850 LR0850 HISTORY - Date Condition Report By LR0850 HISTORY - 1958 MONUMENTED CGS LR0850 HISTORY - 1959 GOOD USGS LR0850 HISTORY - 1966 GOOD NVDH LR0850 LR0850 STATION DESCRIPTION LR0850 LR0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH) LR0850'THE STATION IS LOCATED AIRLINE ABOUT 35 MILES EAST OF LOVELOCK, LR0850'30-1/2 MILES SOUTH-SOUTHEAST OF MILL CITY, AND 20 MILES SOUTHEAST LR0850'OF UNIONVILLE. IT IS ON THE HIGHEST PART OF A SHARP, ROCKY LR0850'PEAK THAT IS KNOWN AS GRANITE PEAK AND AT THE HEAD OF RAWHIDE LR0850'CANYON. LR0850' LR0850'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LOVELOCK LR0850'GO EAST ON MAIN STREET FOR 0.05 MILE TO THE INTERSECTION OF U.S. LR0850'HIGHWAY 40. TURN LEFT ON U.S. HIGHWAY 40 AND GO NORTH FOR LR0850'6.15 MILES TO A SIDE ROAD ON THE RIGHT AND SIGN COAL CANYON LR0850'IRON MINES. TURN RIGHT PASSING OVER RAILROAD TRACKS AND TO LR0850'THE SOUTH OF A LARGE SILVER BUILDING, GO EASTERLY ON MAIN LR0850'ROAD FOR 7.1 MILES TO A FORK. TAKE LEFT FORK AND GO LR0850'EASTERLY FOR 6.3 MILES TO A FORK. TAKE THE LEFT FORK AND GO LR0850'EASTERLY FOR 1.35 MILES TO A FORK. TAKE LEFT FORK AND GO LR0850'NORTHEAST FOR 0.65 MILE TO A FORK. TAKE RIGHT FORK AND GO LR0850'NORTHEAST FOR 2.25 MILES TO A FORK. TAKE LEFT FORK AND LR0850'GO EAST ON MAIN ROAD FOR 2.2 MILES TO A CROSSROAD AT A U.S. LR0850'BENCH MARK AND A WHITE WITNESS POST, CONTINUE STRAIGHT LR0850'AHEAD ON MAIN ROAD FOR 7.4 MILES TO A SIDE ROAD ON THE RIGHT LR0850'AND AN OLD TIRE AROUND A POST, CONTINUE STRAIGHT AHEAD ON LR0850'MAIN ROAD FOR 3.85 MILES TO A FORK. TAKE LEFT FORK AND GO LR0850'NORTHEAST ON MAIN ROAD FOR 9.7 MILES TO THE SUMMIT OF DAGO LR0850'PASS AND A SIDE ROAD ON THE RIGHT. THERE IS A U.S. BENCH LR0850'MARK AND A WHITE WITNESS POST ON THE LEFT SIDE OF ROAD AT LR0850'THIS POINT. CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR 4.2 LR0850'MILES TO THREE FORKS. TAKE THE EXTREME LEFT FORK AND GO LR0850'NORTH FOR 5.45 MILES TO A REVERSE FORK ON THE LEFT. TURN LR0850'SHARP LEFT AND GO WESTERLY ON MAIN ROAD FOR 3.6 MILES, LR0850'PASSING THE RUINS OF SOME OLD ROCK BUILDINGS ALONG THE WAY, LR0850'TO TWO BUILDNGS WITH RED AND GREEN ROOFS RESPECTIVELY, LR0850'CONTINUE ON MAIN ROAD FOR 0.2 MILE TO AN OLD MINE AND THE LR0850'END OF THE ROAD. FROM HERE PACK SOUTH UP TO THE TOP OF RIDGE, LR0850'THEN BEAR LEFT AND GO WEST ALONG RIDGE TOWARD THE HIGHEST LR0850'HILL. WHEN REACHING BASE OF THIS HILL, SIDE HILL AROUND LR0850'TO THE LEFT OF THIS PEAK AND HIT THE SADDLE BETWEEN THIS LR0850'PEAK AND STATION PEAK. THE AZIMUTH MARK IS IN THE LOWEST LR0850'PART OF THIS SADDLE IN A LARGE BOULDER. FROM HERE PACK ALONG LR0850'RIDGE TO HIGHEST POINT AND STATION. THIS IS ABOUT 3 MILES LR0850'IN ALL FROM END OF TRUCK TRAVEL AND ABOUT 3-1/2 HOURS OF LR0850'STEADY PACKING. LR0850' LR0850'THE STATION MARK IS A STANDARD DISK STAMPED GRANITE 1958 CEMENTED LR0850'IN A DRILL HOLE IN AN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE LR0850'GROUND. IT IS 36 FEET WEST NORTHWEST OF A CAIRN. LR0850' LR0850'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED GRANITE LR0850'NO 1 1958 CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BEDROCK LR0850'THAT PROJECTS ABOUT 18 INCHES ABOVE THE GROUND AND IS 1 FOOT LR0850'HIGHER THAN THE STATION ELEVATION. LR0850' LR0850'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED GRANITE LR0850'NO 2 1958 CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BEDROCK LR0850'THAT PROJECTS ABOUT 3-1/2 FEET AND IS 4 FEET LOWER THAN LR0850'STATION ELEVATION. LR0850' LR0850'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRANITE 1958 LR0850'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS LR0850'ABOUT 3 FEET ABOVE THE GROUND. LR0850 LR0850 STATION RECOVERY (1959) LR0850 LR0850'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959 LR0850'DESCRIPTION AND POSITION LISTED IN NGS QUAD 40117-3, STATION 1002. LR0850' LR0850'STATION REACHED BY HELICOPTER. LR0850' LR0850'STATION MARK--A STANDARD DISK STAMPED---GRANITE 1958---CEMENTED LR0850'IN A DRILL HOLE IN AN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE LR0850'GROUND. LR0850 LR0850 STATION RECOVERY (1966) LR0850 LR0850'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1966 LR0850'LETTER FROM NEVADA STATE HWY. DEPT. DATED JANUARY 24, 1966. LR0850'GRANITE AZIMUTH DESTROYED. DISK WAS RETURNED TO THE ROCKVILLE LR0850'OFFICE.