National Geodetic Survey, Retrieval Date = MAY 18, 2012 MV0363 *********************************************************************** MV0363 DESIGNATION - PINTO MV0363 PID - MV0363 MV0363 STATE/COUNTY- NV/WASHOE MV0363 COUNTRY - US MV0363 USGS QUAD - PINTO SPRINGS (1979) MV0363 MV0363 *CURRENT SURVEY CONTROL MV0363 ______________________________________________________________________ MV0363* NAD 83(1994) POSITION- 41 18 23.71662(N) 119 39 13.71819(W) ADJUSTED MV0363* NAVD 88 ORTHO HEIGHT - 2047. (meters) 6716. (feet) SCALED MV0363 ______________________________________________________________________ MV0363 GEOID HEIGHT - -21.32 (meters) GEOID09 MV0363 LAPLACE CORR - 2.58 (seconds) DEFLEC09 MV0363 HORZ ORDER - FIRST MV0363 MV0363.The horizontal coordinates were established by classical geodetic methods MV0363.and adjusted by the National Geodetic Survey in June 1998. MV0363. MV0363.The orthometric height was scaled from a topographic map. MV0363 MV0363.The Laplace correction was computed from DEFLEC09 derived deflections. MV0363 MV0363. The following values were computed from the NAD 83(1994) position. MV0363 MV0363; North East Units Scale Factor Converg. MV0363;SPC NV W - 4,728,243.655 710,362.110 MT 0.99999885 -0 42 24.0 MV0363;SPC NV W -15,512,579.39 2,330,579.69 sFT 0.99999885 -0 42 24.0 MV0363;UTM 11 - 4,576,189.617 277,837.513 MT 1.00020746 -1 45 08.9 MV0363 MV0363! - Elev Factor x Scale Factor = Combined Factor MV0363!SPC NV W - 0.99968233 x 0.99999885 = 0.99968118 MV0363!UTM 11 - 0.99968233 x 1.00020746 = 0.99988972 MV0363 MV0363: Primary Azimuth Mark Grid Az MV0363:SPC NV W - PINTO AZ MK 305 19 53.8 MV0363:UTM 11 - PINTO AZ MK 306 22 38.7 MV0363 MV0363|---------------------------------------------------------------------| MV0363| PID Reference Object Distance Geod. Az | MV0363| dddmmss.s | MV0363| CD7333 PINTO RM 1 5.084 METERS 09716 | MV0363| MV0373 HAYS CANYON PK CAIRN AND FLAG APPROX.23.8 KM 2611017.3 | MV0363| CD7334 PINTO RM 2 4.779 METERS 29705 | MV0363| CD7332 PINTO AZ MK 3043729.8 | MV0363|---------------------------------------------------------------------| MV0363 MV0363 SUPERSEDED SURVEY CONTROL MV0363 MV0363 NAD 83(1992)- 41 18 23.71877(N) 119 39 13.72173(W) AD( ) 1 MV0363 NAD 83(1986)- 41 18 23.72478(N) 119 39 13.72502(W) AD( ) 1 MV0363 NAD 27 - 41 18 24.10900(N) 119 39 10.01800(W) AD( ) 1 MV0363 MV0363.Superseded values are not recommended for survey control. MV0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MV0363.See file dsdata.txt to determine how the superseded data were derived. MV0363 MV0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKF7783776189(NAD 83) MV0363 MV0363_MARKER: Z = SEE DESCRIPTION MV0363_SETTING: 0 = UNSPECIFIED SETTING MV0363 MV0363 HISTORY - Date Condition Report By MV0363 HISTORY - 1940 MONUMENTED CGS MV0363 HISTORY - 1942 SEE DESCRIPTION NVDH MV0363 HISTORY - 1966 SEE DESCRIPTION CGS MV0363 MV0363 STATION DESCRIPTION MV0363 MV0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS) MV0363'STATION IS LOCATED ABOUT 25 MILES AIRLINE E OF EAGLEVILLE, MV0363'AND 14-1/2 MILES NW OF GRASS VALLEY RANCH, AND ABOUT 3.0 MILES MV0363'WSW OF THE SPRING AND COW CAMP WHICH IS KNOWN AS THE OLD HART MV0363'RANCH. THERE ARE TWO PROMINENT PEAKS IN THIS VICINITY, AND MV0363'STATION IS ON THE WESTERLY ONE, THE EASTERLY ONE BEING THE FIRST MV0363'PEAK WEST OF MAHOGANY SUMMIT. MV0363' MV0363'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS MV0363'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK. MV0363' MV0363'STATION MARK IS ABOUT 6 FEET NW OF THE OLD ROCK CAIRN ON THE MV0363'HIGHEST POINT. REFERENCE MARKS ARE IN BARE ROCK AND EASILY MV0363'LOCATED. MV0363' MV0363'AZIMUTH MARK IS 1/4 MILE NW ON THE EXTENSION OF THE SAME RIDGE MV0363'ONLY A LITTLE LOWER THAN THE STATION AND SET IN MOST PROMINENT MV0363'OUTCROP ON NW EDGE OF HILL. MV0363' MV0363'TO REACH STATION FROM THE JUNCTION OF THE VYA-LEADVILLE ROAD MV0363'WITH THE GRASS VALLEY ROAD, GO NW ON THE VYA ROAD THRU CATTLE MV0363'GUARD 7.7 MILES TO MAHOGANY SUMMIT, WHERE ROAD PASSES OVER MV0363'RIDGE, CONTINUE ON MAIN ROAD 2.0 MILES TO A COW CAMP IN A MV0363'DRAW ON LEFT OF ROAD AND FENCED HAYFIELD ON RIGHT OF ROAD. MV0363'TURN LEFT UP DRAW, PASSING OLD CABINS, 0.3 MILE TO SPRING AND MV0363'WATERING TROUGHS, END OF ROAD, CONTINUE SW AND W UP SAGEBRUSH MV0363'RIDGE, KEEPING TO RIGHT OF THE ROCK LEDGE AT HEAD OF RIDGE, MV0363'AND TRUCK CAN BE DRIVEN TO TOP OF RIDGE, FROM HERE THE MV0363'STATION IS VISIBLE ACROSS THE HEAD OF THE NEXT DEEP DRAW TO MV0363'THE W. CONTINUE ON OVER RIDGE INTO DRAW AND THEN S AND SW MV0363'UP DRAW TO SADDLE, THENCE NW ALONG RIDGE TO HIGHEST POINT MV0363'AND STATION. TOTAL DISTANCE FROM ROAD ABOUT 3-1/2 MILES. MV0363'(SAGEBRUSH IS RATHER HEAVY FOR LIGHT CAR, BUT NO MV0363'DIFFICULTY WAS HAD DRIVING 1-1/2 TON TRUCK TO WITHIN 50 MV0363'YARDS OF STATION.) MV0363 MV0363 STATION RECOVERY (1942) MV0363 MV0363'RECOVERY NOTE BY NEVADA DEPARTMENT OF HIGHWAYS 1942 MV0363'STATION FOUND IN GOOD CONDITION AS DESCRIBED IN RECONNAISSANCE MV0363'DESCRIPTION BY U.S.C. AND G.S. THE RECOVERY PARTY MADE ONE MV0363'TRIP TO STATION AS DESCRIBED AND THEN CAME INTO STATION FROM MV0363'THE PINTO SPRINGS SIDE AS FOLLOWS--FROM NEV.-CALIF. STATE MV0363'LINE EAST OF CEDARVILLE, CALIF., DRIVE EAST TO JUNCTION WITH MV0363'S.R. 34. DRIVE S. ON S.R. 34 FOR 5.1 MILES TO ROAD FORKS. MV0363'TAKE RIGHT FORK FOR 10.0 MILES, KEEPING LEFT ON ALL MAIN FORKS MV0363'TO A GATE. GO 0.1 MILE PAST GATE AND TURN LEFT, (E) 3.1 MILES MV0363'TO ROAD FORKS. TAKE ROAD ON RIGHT FOR 1.3 MILES TO GATE. GO MV0363'PAST GATE FOR 1.1 MILES TO GATE AND CABIN. FROM HERE FOLLOW MV0363'DIM TRACK FOR 6.9 MILES TO PINTO SPRINGS. FROM PINTO MV0363'SPRINGS BACK TRACK FOR 1.0 MILE TO A LOW RISE RUNNING MV0363'NORTHEASTERLY TOWARDS STATION AND CUT ACROSS COUNTRY FOR MV0363'ABOUT 2.5 MILES TO BASE OF HILL STATION IS ON. IT IS VERY MV0363'IMPORTANT TO PICK THE LOW RISE LEAVING THE ROAD OR LARGE MV0363'ROCKS AND CROSS WASHES PREVENT TRAVEL. THE RECOVERY MV0363'PARTY DROVE A STANDARD SEDAN TO WITHIN LESS THAN A THIRTY MV0363'MINUTE PACK FROM STATION. THE ROUTE DESCRIBED BY THE U.S.C. MV0363'AND G.S. IS IMPASSABLE FOR CAR WITH LOW CLEARANCE DUE TO MV0363'ROCKS. MV0363 MV0363 STATION RECOVERY (1966) MV0363 MV0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (TKB) MV0363'THE OLD DESCRIPTION IS ADEQUATE.