RD1038 ***********************************************************************
RD1038  DESIGNATION -  X 274
RD1038  PID         -  RD1038
RD1038  STATE/COUNTY-  OR/TILLAMOOK
RD1038  USGS QUAD   -  BEAVER (1985)
RD1038
RD1038                         *CURRENT SURVEY CONTROL
RD1038  ___________________________________________________________________
RD1038* NAD 83(1986)-  45 18 57.     (N)    123 50 14.     (W)     SCALED
RD1038* NAVD 88     -        64.624  (meters)     212.02   (feet)  ADJUSTED
RD1038  ___________________________________________________________________
RD1038  GEOID HEIGHT-         -22.23  (meters)                     GEOID99
RD1038  DYNAMIC HT  -          64.627 (meters)     212.03  (feet)  COMP
RD1038  MODELED GRAV-     980,659.8   (mgal)                       NAVD 88
RD1038
RD1038  VERT ORDER  -  FIRST     CLASS II
RD1038
RD1038.The horizontal coordinates were scaled from a topographic map and have
RD1038.an estimated accuracy of +/- 6 seconds.
RD1038
RD1038.The orthometric height was determined by differential leveling
RD1038.and adjusted by the National Geodetic Survey in June 1991.
RD1038
RD1038.The geoid height was determined by GEOID99.
RD1038
RD1038.The dynamic height is computed by dividing the NAVD 88
RD1038.geopotential number by the normal gravity value computed on the
RD1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
RD1038.degrees latitude (G = 980.6199 gals.).
RD1038
RD1038.The modeled gravity was interpolated from observed gravity values.
RD1038
RD1038;                    North         East    Units  Estimated Accuracy
RD1038;SPC OR N     -   188,660.    2,238,420.      MT  (+/- 180 meters Scaled)
RD1038
RD1038                          SUPERSEDED SURVEY CONTROL
RD1038
RD1038  NGVD 29     -        63.576  (m)          208.58   (f) ADJ UNCH    1 2
RD1038
RD1038.Superseded values are not recommended for survey control.
RD1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
RD1038.See file dsdata.txt to determine how the superseded data were derived.
RD1038
RD1038_MARKER: DD = SURVEY DISK
RD1038_SETTING: 35 = PEDESTAL
RD1038_STAMPING: X 274 1940
RD1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
RD1038+STABILITY: SURFACE MOTION
RD1038
RD1038  HISTORY     - Date     Condition        Recov. By
RD1038  HISTORY     - 1940     MONUMENTED       ORHD
RD1038  HISTORY     - 1964     GOOD             NGS
RD1038  HISTORY     - 1987     GOOD             NGS
RD1038  HISTORY     - 1990     GOOD             USPSQD
RD1038
RD1038                          STATION DESCRIPTION
RD1038
RD1038''DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
RD1038''3.1 MI N FROM BEAVER.
RD1038''3.1 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE BEAVER POST OFFICE, 84
RD1038''FEET EAST OF THE CENTER OF U.S. HIGHWAY 101 AND 32 FEET NORTHEAST OF A
RD1038''LIGHT POLE IN THE TOP OF THE CONCRETE BANISTER POST AT THE ENTRANCE TO
RD1038''THE CLOVERDALE MASONIC LODGE NO. 126.
RD1038
RD1038                          STATION RECOVERY (1987)
RD1038
RD1038''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
RD1038''RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  19.0 KM
RD1038''(11.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM ITS JUNCTION WITH
RD1038''STATE HIGHWAY 6 IN TILLAMOOK, IN TOP OF THE CENTER OF THE SOUTH
RD1038''CONCRETE PEDESTAL AT THE SOUTHWEST ENTRANCE TO THE GOLDEN WEST
RD1038''CHAPTER OF THE CLOVERDALE MASONIC LODGE BUILDING (OLD SCHOOL HOUSE),
RD1038''26.8 M (87.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 2.3 M (7.5
RD1038''FT) WEST OF THE SOUTHWEST CORNER OF THE BUILDING, AND 1.5 M (4.9 FT)
RD1038''SOUTH OF THE CENTER OF THE ENTRANCE.
RD1038''THE MARK IS 0.9 M ABOVE THE HIGHWAY.
RD1038
RD1038                          STATION RECOVERY (1990)
RD1038
RD1038''RECOVERY NOTE BY US POWER SQUADRON 1990 (KRN)
RD1038''RECOVERED IN GOOD CONDITION.