National Geodetic Survey,   Retrieval Date = JANUARY 11, 2003
 EV4076 ***********************************************************************
 EV4076  DESIGNATION -  RODMAN
 EV4076  PID         -  EV4076
 EV4076  STATE/COUNTY-  CA/SAN BERNARDINO
 EV4076  USGS QUAD   -  CAMP ROCK MINE (1982)
 EV4076
 EV4076                         *CURRENT SURVEY CONTROL
 EV4076  ___________________________________________________________________
 EV4076* NAD 83(1992)-  34 38 33.86640(N)    116 37 42.94817(W)     ADJUSTED  
 EV4076* NAVD 88     -      1832.9    (meters)    6013.     (feet)  VERTCON   
 EV4076  ___________________________________________________________________
 EV4076  EPOCH DATE  -        1991.35
 EV4076  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 EV4076  GEOID HEIGHT-         -30.90  (meters)                     GEOID99
 EV4076
 EV4076  HORZ ORDER  -  SECOND
 EV4076
 EV4076.The horizontal coordinates were established by classical geodetic methods
 EV4076.and adjusted by the National Geodetic Survey in June 1996.
 EV4076.The horizontal coordinates are valid at the epoch date displayed above.
 EV4076.The epoch date for horizontal control is a decimal equivalence
 EV4076.of Year/Month/Day.
 EV4076
 EV4076.The NAVD 88 height was computed by applying the VERTCON shift value to
 EV4076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EV4076
 EV4076.The Laplace correction was computed from DEFLEC99 derived deflections.
 EV4076
 EV4076.The geoid height was determined by GEOID99.
 EV4076
 EV4076;                    North         East     Units   Scale      Converg.
 EV4076;SPC CA 5     -   627,615.721 2,125,721.122   MT  0.99992391 +0 46 54.2
 EV4076;SPC CA 5     - 2,059,102.58  6,974,136.71   sFT  0.99992391 +0 46 54.2
 EV4076;UTM  11      - 3,833,488.242   534,037.892   MT  0.99961428 +0 12 40.1
 EV4076
 EV4076:                Primary Azimuth Mark                     Grid Az
 EV4076:SPC CA 5     -  LAVA                                     316 41 43.6
 EV4076:UTM  11      -  LAVA                                     317 15 57.7
 EV4076
 EV4076|---------------------------------------------------------------------|
 EV4076| PID    Reference Object                     Distance      Geod. Az  |
 EV4076|                                                           dddmmss.s |
 EV4076| EV4075 RODMAN MTS S CAL GAS CO ANT         126.842 METERS 03204     |
 EV4076| EV4074 RODMAN MTNS PACTT N MICROWAVE       225.341 METERS 03942     |
 EV4076| CC6382 RODMAN RM 1                           9.068 METERS 06758     |
 EV4076| EV4069 BESS PTT MW RELAY TOWER             APPROX. 8.9 KM 0853413.5 |
 EV4076| CC6383 RODMAN RM 2                          14.394 METERS 13122     |
 EV4076| EV4107 LAVA                                APPROX.20.0 KM 3172837.8 |
 EV4076| EV4077 BM NR RODMAN                          1.824 METERS 33255     |
 EV4076|---------------------------------------------------------------------|
 EV4076
 EV4076                          SUPERSEDED SURVEY CONTROL
 EV4076
 EV4076  NAD 83(1986)-  34 38 33.86961(N)    116 37 42.95184(W) AD(1984.00) 2
 EV4076  NAD 27      -  34 38 33.88423(N)    116 37 39.84750(W) AD(       ) 2
 EV4076  NGVD 29     -      1832.0    (m)         6010.     (f) VERT ANG       
 EV4076
 EV4076.Superseded values are not recommended for survey control.
 EV4076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EV4076.See file dsdata.txt to determine how the superseded data were derived.
 EV4076
 EV4076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU3403833488(NAD 83)
 EV4076_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EV4076_SETTING: 80 = SET IN A BOULDER
 EV4076
 EV4076  HISTORY     - Date     Condition        Report By
 EV4076  HISTORY     - 1965     MONUMENTED       CGS
 EV4076
 EV4076                          STATION DESCRIPTION
 EV4076
 EV4076'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JJL)
 EV4076'THE STATION IS LOCATED ABOUT 29 MILES AIRLINE SOUTH-SOUTHEAST OF
 EV4076'DAGGETT, 12-1/2 MILES SOUTH OF NEWBERRY AND ON THE HIGHEST POINT
 EV4076'OF THE RODMAN MOUNTAINS.
 EV4076'
 EV4076'TO REACH THE STATION FROM THE POST OFFICE IN DAGGETT, GO EAST ON
 EV4076'U.S. HIGHWAY 66 FOR 0.7 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 EV4076'GO SOUTHERLY ON CAMP ROCK ROAD FOR 3.35 MILES TO A FORK.  TAKE THE
 EV4076'LEFT FORK AND GO SOUTHEAST FOR 0.3 MILE TO A FORK.  TAKE THE LEFT
 EV4076'FORK AND CONTINUE SOUTHEAST FOR 6.3 MILES TO A FORK.  KEEP THE
 EV4076'LEFT FORK AS PER SIGN CAMP ROCK ROAD AND CONTINUE SOUTHEAST FOR
 EV4076'8.15 MILES TO A CROSSROAD.  CONTINUE SOUTHEAST FOR 0.95 MILE
 EV4076'TO A DIAGONAL CROSSROAD.  CONTINUE SOUTHEAST FOR 0.1 MILE
 EV4076'TO ANOTHER DIAGONAL CROSSROAD.  TURN LEFT AND GO SOUTHEAST FOR
 EV4076'3.0 MILES TO A FORK.  TAKE THE RIGHT FORK AND FOLLOW THE MAIN
 EV4076'ROAD UPHILL FOR 1.35 MILES TO A LOCKED GATE.  (KEY MAY BE OBTAINED
 EV4076'FROM THE PACIFIC GAS AND ELECTRIC CO. IN BARSTOW CALIFORNIA.)
 EV4076'PASS THROUGH THE GATE AND CONTINUE UPHILL FOR 0.95 MILE TO THE
 EV4076'END OF THE ROAD AT THE MOST WESTERN ONE OF TWO BUILDINGS.  FROM
 EV4076'HERE PACK SOUTHWEST FOR 5 MINUTES TO THE TOP OF THE FIRST
 EV4076'PEAK AND THE STATION.
 EV4076'
 EV4076'THE STATION MARK IS A STANDARD DISK STAMPED RODMAN 1964, CEMENTED
 EV4076'IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE SURROUNDING
 EV4076'SURFACE.  THE MARK IS ON THE HIGHEST POINT OF THE HILL.
 EV4076'
 EV4076'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RODMAN NO 1 1964,
 EV4076'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.  IT IS
 EV4076'6 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 EV4076'
 EV4076'REFERENCE MARK 2 IS A STANDARD DISK STAMPED RODMAN NO 2 1964,
 EV4076'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 FEET.  IT IS
 EV4076'12 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 EV4076'
 EV4076'THE U.S. GEOLOGICAL SURVEY BENCH MARK DISK HAS NO STAMPING.  IT IS
 EV4076'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 FEET.  IT IS
 EV4076'3 FEET HIGHER IN ELEVATION THAN THE STATION MARK.
 EV4076'
 EV4076'TRIANGULATION STATION NELLIE BLY 1929 MAY BE USED AS AN AZIMUTH.