National Geodetic Survey, Retrieval Date = JULY 18, 2006 MV0286 *********************************************************************** MV0286 DESIGNATION - OREVADA VIEW MV0286 PID - MV0286 MV0286 STATE/COUNTY- NV/HUMBOLDT MV0286 USGS QUAD - DISASTER PEAK (1991) MV0286 MV0286 *CURRENT SURVEY CONTROL MV0286 ___________________________________________________________________ MV0286* NAD 83(1994)- 41 58 45.55702(N) 118 13 22.95587(W) ADJUSTED MV0286* NAVD 88 - 2593.8 (meters) 8510. (feet) VERTCON MV0286 ___________________________________________________________________ MV0286 LAPLACE CORR- 0.32 (seconds) DEFLEC99 MV0286 GEOID HEIGHT- -19.05 (meters) GEOID03 MV0286 MV0286 HORZ ORDER - FIRST MV0286 MV0286.The horizontal coordinates were established by classical geodetic methods MV0286.and adjusted by the National Geodetic Survey in June 1998.. MV0286 MV0286.The NAVD 88 height was computed by applying the VERTCON shift value to MV0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) MV0286 MV0286.The Laplace correction was computed from DEFLEC99 derived deflections. MV0286 MV0286.The geoid height was determined by GEOID03. MV0286 MV0286; North East Units Scale Factor Converg. MV0286;SPC NV W - 4,802,464.255 829,857.001 MT 0.99991097 +0 14 27.6 MV0286;SPC OR S - 37,297.820 1,688,705.768 MT 1.00010788 +1 33 28.0 MV0286;SPC OR S - 122,368.18 5,540,373.25 iFT 1.00010788 +1 33 28.0 MV0286;UTM 11 - 4,648,203.692 398,676.851 MT 0.99972633 -0 49 05.2 MV0286 MV0286! - Elev Factor x Scale Factor = Combined Factor MV0286!SPC NV W - 0.99959633 x 0.99991097 = 0.99950734 MV0286!SPC OR S - 0.99959633 x 1.00010788 = 0.99970417 MV0286!UTM 11 - 0.99959633 x 0.99972633 = 0.99932277 MV0286 MV0286|---------------------------------------------------------------------| MV0286| PID Reference Object Distance Geod. Az | MV0286| dddmmss.s | MV0286| CD7250 OREVADA VIEW RM 1 6.541 METERS 02449 | MV0286| CD7251 OREVADA VIEW RM 2 5.010 METERS 22954 | MV0286| CD7249 OREVADA VIEW AZ MK 3510956.1 | MV0286|---------------------------------------------------------------------| MV0286 MV0286 SUPERSEDED SURVEY CONTROL MV0286 MV0286 NAD 83(1991)- 41 58 45.55726(N) 118 13 22.95588(W) AD( ) 1 MV0286 NAD 83(1986)- 41 58 45.56391(N) 118 13 22.95464(W) AD( ) 1 MV0286 NAD 27 - 41 58 45.93800(N) 118 13 19.38600(W) AD( ) 1 MV0286 NGVD 29 (07/19/86) 2592.5 (m) 8506. (f) VERT ANG MV0286 MV0286.Superseded values are not recommended for survey control. MV0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MV0286.See file dsdata.txt to determine how the superseded data were derived. MV0286 MV0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG9867748204(NAD 83) MV0286_MARKER: DS = TRIANGULATION STATION DISK MV0286_SETTING: 80 = SET IN A BOULDER MV0286_SP_SET: IN A DRILL HOLE IN ROCK LEDGE MV0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY MV0286 MV0286 HISTORY - Date Condition Report By MV0286 HISTORY - 1956 MONUMENTED CGS MV0286 HISTORY - 1960 GOOD USGS MV0286 HISTORY - 1960 GOOD USGS MV0286 HISTORY - 1975 GOOD USGS MV0286 MV0286 STATION DESCRIPTION MV0286 MV0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB) MV0286'THE STATION IS LOCATED ON THE TOP AND HIGHEST POINT ON THE SOUTH MV0286'END OF A PROMINENT TABLELAND KNOWN AS TROUT CREEK RANGE. MV0286'IT IS ABOUT 28 MILES (AIR LINE) WEST OF MC DERMITT, 18 MILES MV0286'EAST OF DENIO, OREGON, AND 2 MILES SOUTH OF THE OREGON-NEVADA MV0286'STATE LINE. MV0286' MV0286'TO REACH THE STATION FROM THE POST OFFICE IN DENIO, OREGON, GO MV0286'NORTH ON A GRAVEL ROAD FOR 7.7 MILES TO A FORK, JUST SOUTH OF A MV0286'SCHOOL HOUSE. TAKE THE RIGHT FORK AND GO IN AN EASTERLY MV0286'DIRECTION FOR 3.1 MILES TO A Y FORK. TAKE THE LEFT FORK AND GO MV0286'NORTHERLY FOR 1.2 MILES (AS PER SIGN WHITE HORSE RANCH 24 MILES) MV0286'TO A CROSSROAD. TURN RIGHT (NORTHEAST) AND GO 0.6 MILE TO A MV0286'CROSSROAD. KEEP STRAIGHT AHEAD AND GO 0.4 MILE TO A CROSSROAD. MV0286'KEEP STRAIGHT AHEAD AND GO 1.9 MILES TO A FORK. TAKE THE LEFT MV0286'FORK AND GO 0.2 MILES TO A T-INTERSECTION. TURN RIGHT MV0286'EASTERLY AND FOLLOW THE MAIN TRAVELED ROAD FOR 7.4 MILES TO A MV0286'FORK. TAKE THE RIGHT FORK AND GO 0.05 MILE TO A FORK. TAKE MV0286'THE LEFT FORK AND GO 0.6 MILE TO A GATE. PASS THROUGH THE MV0286'GATE AND TURN LEFT ONTO A DIM TRACK ROAD AND GO 0.55 MILE TO A MV0286'GATE. PASS THROUGH THE GATE AND CONTINUE STRAIGHT AHEAD ON MV0286'THE MAIN TRAVELED ROAD FOR 1.6 MILES TO A FORK. TAKE THE LEFT MV0286'FORK AND GO 0.3 MILE TO A FORK. TAKE THE LEFT FORK AND MV0286'GO 6.0 MILES TO A SPRING AND CORRAL. CONTINUE STRAIGHT MV0286'AHEAD (EAST THENCE SOUTH) AND FOLLOW THE MAIN TRAVELED MV0286'ROAD FOR 7.2 MILES TO A GATE. CONTINUE SOUTHERLY AND GO MV0286'1.9 MILES. LEAVE THE ROAD AND GO SOUTH AND EAST DOWN MV0286'OVER THE BANK FOR 0.3 MILE TO A GATE IN A EAST-WEST MV0286'FENCE LINE. PASS THROUGH THE GATE AND GO SOUTHERLY, MV0286'KEEPING TO THE LEFT OF THE MAIN DRAW, FOR 0.8 MILES. MV0286'TURN LEFT AND GO EAST FOR 0.2 MILE TO A LARGE ROCK MV0286'OUTCROP AND THE AZIMUTH MARK. TURN RIGHT AND GO SOUTHERLY MV0286'FOR 0.5 MILE TO THE STATION ON THE HIGHEST POINT. A MV0286'4-WHEEL DRIVE IS REQUIRED FOR THE LAST 100 YARDS. MV0286' MV0286'THE STATION MARK, A STANDARD DISK STAMPED OREVADA VIEW 1956, IS MV0286'SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 3 INCHES MV0286'ABOVE THE GROUND. MV0286' MV0286'REFERENCE MARK 1, A STANDARD DISK STAMPED OREVADA VIEW NO 1 1956, MV0286'IS SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 14 INCHES MV0286'ABOVE THE GROUND. IT IS ABOUT THE SAME ELEVATION AS THE STATION. MV0286' MV0286'REFERENCE MARK 2, A STANDARD DISK STAMPED OREVADA VIEW NO 2 MV0286'1956, IS SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS MV0286'ABOUT 10 INCHES ABOVE THE GROUND. IT IS ABOUT THE SAME MV0286'ELEVATION AS THE STATION. MV0286' MV0286'THE AZIMUTH MARK, A STANDARD DISK STAMPED OREVADA VIEW 1956, MV0286'IS SET IN A DRILL HOLE IN A LARGE OUTCROP OF BEDROCK THAT MV0286'PROJECTS ABOUT 6 FEET TO THE WEST AND SOUTH, AND 3 FEET TO THE MV0286'NORTH. IT IS ABOUT 8 FEET WEST OF A WHITE WITNESS POST. MV0286' MV0286'THE MARKS AT THIS STATION WERE SET IN 1950 BUT THE STATION MV0286'WAS NOT ESTABLISHED AT THAT TIME. THE DATE ON THE MARKS WAS MV0286'CHANGED TO 1956. MV0286 MV0286 STATION RECOVERY (1960) MV0286 MV0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 MV0286'RECOVERED AS DESCRIBED. NOTE--STATION IS TAMPED BOTH 1950 AND 1956. MV0286 MV0286 STATION RECOVERY (1960) MV0286 MV0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 MV0286'RECOVERED AS DESCRIBED. RM OBSERVATIONS AGREE WITH NGS. MV0286'STATION MARK IS --STAMPED-- BOTH 1950 AND 1956. MV0286 MV0286 STATION RECOVERY (1975) MV0286 MV0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 MV0286'RECOVERED AS DESCRIBED. ALL MARKS IN GOOD CONDITION. MV0286' MV0286'INSTRUMENT STAND 4.4 FT ABOVE STATION MARK.