National Geodetic Survey,   Retrieval Date = JANUARY  4, 2008
 GS0950 ***********************************************************************
 GS0950  DESIGNATION -  SHARP
 GS0950  PID         -  GS0950
 GS0950  STATE/COUNTY-  NV/NYE
 GS0950  USGS QUAD   -  BULLFROG MTN (1986)
 GS0950
 GS0950                         *CURRENT SURVEY CONTROL
 GS0950  ___________________________________________________________________
 GS0950* NAD 83(1994)-  36 53 08.37222(N)    116 54 22.48531(W)     ADJUSTED  
 GS0950* NAVD 88     -      1461.0    (meters)    4793.     (feet)  VERTCON   
 GS0950  ___________________________________________________________________
 GS0950  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 GS0950  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 GS0950  HORZ ORDER  -  SECOND
 GS0950
 GS0950.The horizontal coordinates were established by classical geodetic methods
 GS0950.and adjusted by the National Geodetic Survey in June 1998.
 GS0950
 GS0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 GS0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GS0950
 GS0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 GS0950
 GS0950.The geoid height was determined by GEOID03.
 GS0950
 GS0950;                    North         East     Units Scale Factor Converg.
 GS0950;SPC NV C     - 6,236,966.570   478,644.879   MT  0.99990562   -0 08 37.7
 GS0950;SPC NV C     -20,462,447.82  1,570,354.07   sFT  0.99990562   -0 08 37.7
 GS0950;SPC CA 4     -   674,284.011 2,186,623.314   MT  0.99995101   +1 14 56.8
 GS0950;SPC CA 4     - 2,212,213.46  7,173,946.66   sFT  0.99995101   +1 14 56.8
 GS0950;UTM  11      - 4,082,192.371   508,354.345   MT  0.99960086   +0 03 22.6
 GS0950
 GS0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GS0950!SPC NV C     -   0.99977507  x   0.99990562  =   0.99968071
 GS0950!SPC CA 4     -   0.99977507  x   0.99995101  =   0.99972609
 GS0950!UTM  11      -   0.99977507  x   0.99960086  =   0.99937602
 GS0950
 GS0950:                Primary Azimuth Mark                     Grid Az
 GS0950:SPC NV C     -  B 96 3854                                074 01 34.3
 GS0950:SPC CA 4     -  B 96 3854                                072 37 59.8
 GS0950:UTM  11      -  B 96 3854                                073 49 34.0
 GS0950
 GS0950|---------------------------------------------------------------------|
 GS0950| PID    Reference Object                     Distance      Geod. Az  |
 GS0950|                                                           dddmmss.s |
 GS0950| CC5796 B 96 3854                                          0735256.6 |
 GS0950| CC6456 SHARP RM 1                            4.674 METERS 08658     |
 GS0950| GS0910 BARE MTN RNG REDDISH PK CAIRN       APPROX.25.7 KM 1144746.3 |
 GS0950| CC6457 SHARP RM 2                            3.145 METERS 23338     |
 GS0950|---------------------------------------------------------------------|
 GS0950
 GS0950                          SUPERSEDED SURVEY CONTROL
 GS0950
 GS0950  NAD 83(1992)-  36 53 08.35905(N)    116 54 22.48697(W) AD(       ) 2
 GS0950  NAD 83(1986)-  36 53 08.35666(N)    116 54 22.48975(W) AD(       ) 2
 GS0950  NAD 27      -  36 53 08.55300(N)    116 54 19.27200(W) AD(       ) 2
 GS0950  NGVD 29 (07/19/86) 1460.0    (m)         4790.     (f) VERT ANG       
 GS0950
 GS0950.Superseded values are not recommended for survey control.
 GS0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GS0950.See file dsdata.txt to determine how the superseded data were derived.
 GS0950
 GS0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA0835482192(NAD 83)
 GS0950
 GS0950  HISTORY     - Date     Condition        Report By
 GS0950  HISTORY     - 1895     MONUMENTED       CGS
 GS0950  HISTORY     - 1949     SEE DESCRIPTION  CGS
 GS0950
 GS0950                          STATION DESCRIPTION
 GS0950
 GS0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 GS0950'THE ORIGINAL DRILL HOLE MARKING THE STATION WAS RECOVERED
 GS0950'AND A STANDARD TRIANGULATION DISK WAS ESTABLISHED IN ITS
 GS0950'PRECISE LOCATION.  TWO REFERENCE MARKS WERE ALSO ESTABLISHED
 GS0950'AS DESCRIBED BELOW.
 GS0950'
 GS0950'THE STATION IS LOCATED ON A POINTED, ROCK TOPPED, LONE HILL
 GS0950'NEAR THE NORTH END OF THE AMARGOSA DESERT.  IT IS ABOUT 8
 GS0950'MILES WEST OF BEATTY AND 4 MILES NORTHWEST OF STATE HIGHWAY
 GS0950'NO. 58.  THE PEAK APPEARS TO BE CONICAL SHAPED AS VIEWED FROM
 GS0950'THE SOUTH.  THE DISK IS STAMPED SHARP 1895 1949.
 GS0950'
 GS0950'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A BOULDER
 GS0950'ABOUT 2-1/2 FEET ABOVE THE STATION ELEVATION.  IT IS STAMPED
 GS0950'SHARP NO 1 1895.
 GS0950'
 GS0950'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A BOULDER ABOUT
 GS0950'1-1/2 FEET ABOVE THE STATION ELEVATION.  IT IS STAMPED SHARP NO
 GS0950'2 1895
 GS0950'
 GS0950'THE AZIMUTH MARK IS THE U.S. GEOLOGICAL SURVEY BENCH MARK
 GS0950'STAMPED 3854 B 96.  IT IS A BRASS CAP RIVITED TO A SECTION
 GS0950'OF 3-1/2 INCH CAST IRON PIPE PROJECTING 1-1/2 FEET ABOVE THE
 GS0950'ROAD SURFACE.
 GS0950'
 GS0950'THE TRAVEL TO BOTH THE STATION AND THE USGS BENCH MARK, AS
 GS0950'DESCRIBED IN THE ORIGINAL DESCRIPTION, WAS CHECKED AND FOUND
 GS0950'CORRECT.