National Geodetic Survey,   Retrieval Date = MAY  3, 2005
 LS0661 ***********************************************************************
 LS0661  DESIGNATION -  BLUE
 LS0661  PID         -  LS0661
 LS0661  STATE/COUNTY-  NV/PERSHING
 LS0661  USGS QUAD   -  JUNIPER PASS (1981)
 LS0661
 LS0661                         *CURRENT SURVEY CONTROL
 LS0661  ___________________________________________________________________
 LS0661* NAD 83(1994)-  40 22 13.15715(N)    119 02 07.90339(W)     ADJUSTED  
 LS0661* NAVD 88     -      2018.4    (meters)    6622.     (feet)  VERTCON   
 LS0661  ___________________________________________________________________
 LS0661  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 LS0661  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 LS0661
 LS0661  HORZ ORDER  -  THIRD
 LS0661
 LS0661.The horizontal coordinates were established by classical geodetic methods
 LS0661.and adjusted by the National Geodetic Survey in June 1998.
 LS0661
 LS0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 LS0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LS0661
 LS0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 LS0661
 LS0661.The geoid height was determined by GEOID03.
 LS0661
 LS0661;                    North         East     Units Scale Factor Converg.
 LS0661;SPC NV W     - 4,623,826.301   761,598.473   MT  0.99991815   -0 17 34.4
 LS0661;UTM  11      - 4,470,849.427   327,184.204   MT  0.99996764   -1 19 07.6
 LS0661
 LS0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LS0661!SPC NV W     -   0.99968705  x   0.99991815  =   0.99960522
 LS0661!UTM  11      -   0.99968705  x   0.99996764  =   0.99965470
 LS0661
 LS0661|---------------------------------------------------------------------|
 LS0661| PID    Reference Object                     Distance      Geod. Az  |
 LS0661|                                                           dddmmss.s |
 LS0661| CS7074 BLUE RM 1                             9.363 METERS 03001     |
 LS0661| CS7075 BLUE RM 2                            26.697 METERS 12208     |
 LS0661|---------------------------------------------------------------------|
 LS0661
 LS0661                          SUPERSEDED SURVEY CONTROL
 LS0661
 LS0661  NAD 83(1992)-  40 22 13.16353(N)    119 02 07.90405(W) AD(       ) 3
 LS0661  NAD 83(1986)-  40 22 13.15956(N)    119 02 07.90448(W) AD(       ) 3
 LS0661  NGVD 29 (10/14/92) 2017.4    (m)         6619.     (f) VERT ANG       
 LS0661
 LS0661.Superseded values are not recommended for survey control.
 LS0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LS0661.See file dsdata.txt to determine how the superseded data were derived.
 LS0661
 LS0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLE2718470849(NAD 83)
 LS0661_MARKER: DS = TRIANGULATION STATION DISK
 LS0661_SETTING: 80 = SET IN A BOULDER
 LS0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LS0661+STABILITY: SURFACE MOTION
 LS0661
 LS0661  HISTORY     - Date     Condition        Report By
 LS0661  HISTORY     - 1963     MONUMENTED       USGS
 LS0661  HISTORY     - 1975     GOOD             USGS
 LS0661
 LS0661                          STATION DESCRIPTION
 LS0661
 LS0661'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LS0661'LOCATED ABOUT 20 MI S. OF GERLACH, 16 MI E. OF STATE HWY. 34.
 LS0661'
 LS0661'STATION REACHED BY HELICOPTER.  SEE 1975 RECOVERY FOR TO REACH BY
 LS0661'TRUCK.
 LS0661'
 LS0661'STATION MARK--STANDARD TABLET STAMPED---BLUE 1963---, IN ROCK IN
 LS0661'PLACE.
 LS0661'
 LS0661'RM 1--STANDARD RM TABLET STAMPED---RM NO 1 1963---, IN ROCK IN
 LS0661'PLACE.
 LS0661'
 LS0661'RM 2--STANDARD RM TABLET STAMPED---RM NO 2 1963---, IN ROCK IN
 LS0661'PLACE.
 LS0661
 LS0661                          STATION RECOVERY (1975)
 LS0661
 LS0661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LS0661'RECOVERED AS DESCRIBED BY USGS IN 1963.  ALL MARKS IN GOOD
 LS0661'CONDITION.
 LS0661'
 LS0661'TO REACH FROM GERLACH POST OFFICE, DRIVE 15.9 MI S. ON HWY. 34 TO
 LS0661'RD. FORK AND SIGN LIMBO RANGE.  TURN LEFT (E.) FOLLOWING MAIN
 LS0661'RD. THROUGH TWO GATES 6.8 MI TO LIMBO RANCH.  PASS THROUGH RANCH
 LS0661'N. 1.1 MI TO Y-RD.  TAKE RIGHT FORK 7.8 MI E. TO X-RD.  TURN
 LS0661'RIGHT (S.) 6.0 MI TO DIM T-RD. E.  TURN LEFT (E.) ACROSS DRY LAKE
 LS0661'(AT THIS POINT BLUEWING MTNS. CAN BE SEEN AT A DISTANCE).  GO 3.4
 LS0661'MI ACROSS DRY LAKE, THEN 0.9 MI CROSS-COUNTRY TO SOUTH END OF
 LS0661'MTN. AND END OF TRUCK TRAVEL.  PACK ABOUT 2 HOURS TO TOP.