National Geodetic Survey,   Retrieval Date = MAY  4, 2010
 QE2649 ***********************************************************************
 QE2649  DESIGNATION -  5283=LOOKOUT
 QE2649  PID         -  QE2649
 QE2649  STATE/COUNTY-  OR/LANE
 QE2649  USGS QUAD   -  MC KENZIE BRIDGE (1989)
 QE2649
 QE2649                         *CURRENT SURVEY CONTROL
 QE2649  ___________________________________________________________________
 QE2649* NAD 83(1991)-  44 12 53.44803(N)    122 07 48.53980(W)     ADJUSTED  
 QE2649* NAVD 88     -      1609.4    (meters)    5280.     (feet)  VERTCON   
 QE2649  ___________________________________________________________________
 QE2649  LAPLACE CORR-           7.28  (seconds)                    DEFLEC09
 QE2649  GEOID HEIGHT-         -22.08  (meters)                     GEOID09
 QE2649  HORZ ORDER  -  THIRD
 QE2649
 QE2649.The horizontal coordinates were established by classical geodetic methods
 QE2649.and adjusted by the National Geodetic Survey in October 1991.
 QE2649
 QE2649.The NAVD 88 height was computed by applying the VERTCON shift value to
 QE2649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QE2649
 QE2649.The Laplace correction was computed from DEFLEC09 derived deflections.
 QE2649
 QE2649.The geoid height was determined by GEOID09.
 QE2649
 QE2649;                    North         East     Units Scale Factor Converg.
 QE2649;SPC OR S     -   284,344.883 1,369,724.799   MT  1.00006172   -1 06 54.9
 QE2649;SPC OR S     -   932,890.04  4,493,847.77   iFT  1.00006172   -1 06 54.9
 QE2649;SPC OR N     -    62,230.831 2,369,729.292   MT  1.00003193   -1 09 21.9
 QE2649;SPC OR N     -   204,169.39  7,774,702.40   iFT  1.00003193   -1 09 21.9
 QE2649;UTM  10      - 4,896,103.684   569,487.382   MT  0.99965938   +0 36 23.8
 QE2649
 QE2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QE2649!SPC OR S     -   0.99975117  x   1.00006172  =   0.99981288
 QE2649!SPC OR N     -   0.99975117  x   1.00003193  =   0.99978310
 QE2649!UTM  10      -   0.99975117  x   0.99965938  =   0.99941064
 QE2649
 QE2649|---------------------------------------------------------------------|
 QE2649| PID    Reference Object                     Distance      Geod. Az  |
 QE2649|                                                           dddmmss.s |
 QE2649| CS4211 LOOKOUT RM 1                          7.117 METERS 17520     |
 QE2649| CS4210 LOOKOUT RM 2                          6.937 METERS 33931     |
 QE2649|---------------------------------------------------------------------|
 QE2649
 QE2649                          SUPERSEDED SURVEY CONTROL
 QE2649
 QE2649  NAD 83(1986)-  44 12 53.46285(N)    122 07 48.54931(W) AD(       ) 3
 QE2649  NGVD 29 (04/26/90) 1608.2    (m)         5276.     (f) VERT ANG       
 QE2649
 QE2649.Superseded values are not recommended for survey control.
 QE2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QE2649.See file dsdata.txt to determine how the superseded data were derived.
 QE2649
 QE2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEP6948796103(NAD 83)
 QE2649_MARKER: DS = TRIANGULATION STATION DISK
 QE2649_SETTING: 80 = SET IN A BOULDER
 QE2649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QE2649+STABILITY: SURFACE MOTION
 QE2649
 QE2649  HISTORY     - Date     Condition        Report By
 QE2649  HISTORY     - 1916     MONUMENTED       USGS
 QE2649  HISTORY     - 1924     GOOD             USGS
 QE2649  HISTORY     - 1955     GOOD             USGS
 QE2649
 QE2649                          STATION DESCRIPTION
 QE2649
 QE2649'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 QE2649'SEE 1955 RECOVERY FOR DESCRIPTION.
 QE2649'
 QE2649'STATION MARK--STANDARD BRONZE TABLET, STAMPING UNKNOWN, CEMENTED
 QE2649'IN ROCK PROJECTING 4 INCHES ABOVE GROUND.
 QE2649'
 QE2649'RM 1--CHISELED CROSS IN LARGE BOULDER E.
 QE2649'
 QE2649'RM 2--1-INCH DRILL HOLE NNE.
 QE2649'
 QE2649'RM 3--1-INCH DRILL HOLE NW.
 QE2649
 QE2649                          STATION RECOVERY (1924)
 QE2649
 QE2649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1924
 QE2649'RECOVERED AS DESCRIBED BY USGS.
 QE2649
 QE2649                          STATION RECOVERY (1955)
 QE2649
 QE2649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 QE2649'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 QE2649'RECOVERED BY NGS IN 1953.  THEIR DESCRIPTION FOLLOWS.
 QE2649'
 QE2649'LOCATED ABOUT 40 MI SSE. OF MILL CITY, 30 MI WSW. OF SISTERS,
 QE2649'ABOUT 3 MI NNE. OF MCKENZIE BRIDGE.  ON ROCKY POINT AT SOUTH END
 QE2649'OF LOOKOUT MTN.
 QE2649'
 QE2649'TO REACH FROM MCKENZIE BRIDGE POST OFFICE GO ABOUT 40 YARDS W. ON
 QE2649'HWY.  TURN RIGHT FOLLOWING GRAVEL RD. 0.3 MI N. TO END OF TRUCK
 QE2649'TRAVEL AND TRAIL RIGHT AT SIGN FRISSELL POINT LO 8 (STATION IS
 QE2649'ABOUT 8.5 MI FROM THIS POINT).  PASS TO LEFT OF GREEN-ROOFED HOUSE
 QE2649'FOLLOWING TRAIL ABOUT 7 MI NE. TO TRAIL JCT. AT TOP OF FIRST
 QE2649'DIVIDE AND SIGN FRISSELL LO.  TURN LEFT FOLLOWING TRAIL ABOUT
 QE2649'0.75 MI WNW. TO TOP OF SECOND DIVIDE AND END OF HORSE TRAVEL.
 QE2649'PACK N. ALONG RIDGE ABOUT 0.75 MI TO ROCKY POINT ON SOUTH END OF
 QE2649'MOUNTAIN AND STATION.
 QE2649'
 QE2649'STATION MARK--STANDARD TABLET STAMPED---5283 1916---, CEMENTED IN
 QE2649'BOULDER.  (ELEVATION STAMPED IN 1933)
 QE2649'
 QE2649'RM 1--NGS RM DISK STAMPED---LOOKOUT NO 1 1953---, IN DRILL HOLE IN
 QE2649'BEDROCK.
 QE2649'
 QE2649'RM 2--NGS RM DISK STAMPED---LOOKOUT NO 2 1953---, IN DRILL HOLE IN
 QE2649'BEDROCK.