National Geodetic Survey, Retrieval Date = MAY 3, 2005 LS0669 *********************************************************************** LS0669 DESIGNATION - JUNIPER LS0669 PID - LS0669 LS0669 STATE/COUNTY- NV/PERSHING LS0669 USGS QUAD - BOB SPRING (1981) LS0669 LS0669 *CURRENT SURVEY CONTROL LS0669 ___________________________________________________________________ LS0669* NAD 83(1994)- 40 14 04.08701(N) 119 04 26.92122(W) ADJUSTED LS0669* NAVD 88 - 2278.5 (meters) 7475. (feet) VERTCON LS0669 ___________________________________________________________________ LS0669 LAPLACE CORR- -0.98 (seconds) DEFLEC99 LS0669 GEOID HEIGHT- -22.98 (meters) GEOID03 LS0669 LS0669 HORZ ORDER - THIRD LS0669 LS0669.The horizontal coordinates were established by classical geodetic methods LS0669.and adjusted by the National Geodetic Survey in June 1998. LS0669 LS0669.The NAVD 88 height was computed by applying the VERTCON shift value to LS0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LS0669 LS0669.The Laplace correction was computed from DEFLEC99 derived deflections. LS0669 LS0669.The geoid height was determined by GEOID03. LS0669 LS0669; North East Units Scale Factor Converg. LS0669;SPC NV W - 4,608,760.040 758,235.512 MT 0.99992146 -0 19 01.3 LS0669;UTM 11 - 4,455,844.867 323,552.204 MT 0.99998327 -1 20 24.3 LS0669 LS0669! - Elev Factor x Scale Factor = Combined Factor LS0669!SPC NV W - 0.99964630 x 0.99992146 = 0.99956779 LS0669!UTM 11 - 0.99964630 x 0.99998327 = 0.99962957 LS0669 LS0669|---------------------------------------------------------------------| LS0669| PID Reference Object Distance Geod. Az | LS0669| dddmmss.s | LS0669| CS7114 JUNIPER RM 1 15.639 METERS 13542 | LS0669| CS7115 JUNIPER RM 2 22.247 METERS 20532 | LS0669|---------------------------------------------------------------------| LS0669 LS0669 SUPERSEDED SURVEY CONTROL LS0669 LS0669 NAD 83(1992)- 40 14 04.09568(N) 119 04 26.91847(W) AD( ) 3 LS0669 NAD 83(1986)- 40 14 04.09441(N) 119 04 26.91846(W) AD( ) 3 LS0669 NGVD 29 (10/14/92) 2277.4 (m) 7472. (f) VERT ANG LS0669 LS0669.Superseded values are not recommended for survey control. LS0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LS0669.See file dsdata.txt to determine how the superseded data were derived. LS0669 LS0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE2355255845(NAD 83) LS0669_MARKER: DS = TRIANGULATION STATION DISK LS0669_SETTING: 80 = SET IN A BOULDER LS0669_SP_SET: PARTIALLY EXPOSED BOULDER LS0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LS0669+STABILITY: SURFACE MOTION LS0669 LS0669 HISTORY - Date Condition Report By LS0669 HISTORY - 1963 MONUMENTED USGS LS0669 HISTORY - 1975 GOOD USGS LS0669 LS0669 STATION DESCRIPTION LS0669 LS0669'DESCRIBED BY US GEOLOGICAL SURVEY 1963 LS0669'LOCATED ABOUT 32 MI SE. OF GERLACH AND ABOUT NE. OF NIXON. ON LS0669'HIGHEST PEAK OF MOUNTAINS KNOWN AS SHAWAVE RANGE. LS0669' LS0669'SEE 1975 RECOVERY FOR TO REACH. LS0669' LS0669'STATION MARK--STANDARD TABLET STAMPED---JUNIPER 1963---, IN BURIED LS0669'BOULDER PROJECTING ABOUT 0.1 FT. LS0669' LS0669'RM 1--STANDARD RM TABLET STAMPED---NO 1 1963---, CEMENTED IN DRILL LS0669'HOLE IN BOULDER. LS0669' LS0669'RM 2--STANDARD RM TABLET STAMPED---NO 2 1963---, IN BEDROCK. LS0669 LS0669 STATION RECOVERY (1975) LS0669 LS0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 LS0669'RECOVERED AS DESCRIBED BY USGS IN 1963. ALL MARKS IN GOOD LS0669'CONDITION. LS0669' LS0669'TO REACH FROM GERLACH POST OFFICE, DRIVE 15.5 MI S. ON STATE HWY. LS0669'34 TO RD. FORK. DRIVE E. ON DIRT RD. BEARING RIGHT AT ALL RD. LS0669'FORKS 6.3 MI TO RD. JCT. IN SADDLE. TAKE SOUTH FORK 3.6 MI TO RD. LS0669'FORKS. TAKE LEFT FORK 15 MI SE. TO RD. FORK. TAKE RIGHT FORK 0.3 LS0669'MI TO POINT WHERE RD. TURNS W. TURN LEFT FOLLOWING TRACK RD. 0.1 LS0669'MI TO DIM X-RDS., CONTINUE STRAIGHT ON TRACK RD. S. AND E. UPHILL LS0669'1.85 MI TO END OF RD. IN SMALL SADDLE. PACK NE. TO HIGHEST POINT LS0669'OF TOP AND STATION. ABOUT A 30-MINUTE PACK. (4-WHEEL DRIVE LS0669'SHOULD BE USED FROM POINT WHERE RD. TURNS W.)