RW0137 ***********************************************************************
RW0137  DESIGNATION -  R 129
RW0137  PID         -  RW0137
RW0137  STATE/COUNTY-  MT/CASCADE
RW0137  USGS QUAD   -  KINGS HILL (1995)
RW0137
RW0137                         *CURRENT SURVEY CONTROL
RW0137  ___________________________________________________________________
RW0137* NAD 83(1986)-  46 49 33.     (N)    110 41 37.     (W)     SCALED
RW0137* NAVD 88     -      2149.086  (meters)    7050.79   (feet)  ADJUSTED
RW0137  ___________________________________________________________________
RW0137  GEOID HEIGHT-         -10.81  (meters)                     GEOID99
RW0137  DYNAMIC HT  -        2148.332 (meters)    7048.32  (feet)  COMP
RW0137  MODELED GRAV-     980,185.1   (mgal)                       NAVD 88
RW0137
RW0137  VERT ORDER  -  SECOND    CLASS 0
RW0137
RW0137.The horizontal coordinates were scaled from a topographic map and have
RW0137.an estimated accuracy of +/- 6 seconds.
RW0137
RW0137.The orthometric height was determined by differential leveling
RW0137.and adjusted by the National Geodetic Survey in June 1991.
RW0137
RW0137.The geoid height was determined by GEOID99.
RW0137
RW0137.The dynamic height is computed by dividing the NAVD 88
RW0137.geopotential number by the normal gravity value computed on the
RW0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
RW0137.degrees latitude (g = 980.6199 gals.).
RW0137
RW0137.The modeled gravity was interpolated from observed gravity values.
RW0137
RW0137;                    North         East    Units  Estimated Accuracy
RW0137;SPC MT       -   286,920.      508,980.      MT  (+/- 180 meters Scaled)
RW0137
RW0137                          SUPERSEDED SURVEY CONTROL
RW0137
RW0137  NGVD 29     -      2147.848  (m)         7046.73   (f) ADJ UNCH    2 0
RW0137
RW0137.Superseded values are not recommended for survey control.
RW0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
RW0137.See file dsdata.txt to determine how the superseded data were derived.
RW0137
RW0137_MARKER: DB = BENCH MARK DISK
RW0137_SETTING: 66 = SET IN ROCK OUTCROP
RW0137_STAMPING: R 129 1934
RW0137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
RW0137+STABILITY: POSITION/ELEVATION WELL
RW0137
RW0137  HISTORY     - Date     Condition        Recov. By
RW0137  HISTORY     - 1934     MONUMENTED       CGS
RW0137  HISTORY     - 1961     GOOD             NGS
RW0137  HISTORY     - 1961     GOOD             NGS
RW0137
RW0137                          STATION DESCRIPTION
RW0137
RW0137''DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
RW0137''9.8 MI S FROM NEIHART.
RW0137''9.8 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM NEIHART, CASCADE COUNTY,
RW0137''NEAR THE PEAK OF A HAIRPIN TURN, AT A CUT THROUGH AN OUTCROP OF ROCK
RW0137''IN THE TOP OF THE OUTCROP, 23 FEET EAST OF THE CENTERLINE OF THE
RW0137''HIGHWAY, AND ABOUT 3-1/2 FEET HIGHER THAN THE CROWN OF THE HIGHWAY.
RW0137''NOTE-- NEIHART POST OFFICE, 9.9 MILES SOUTH ALONG U.S. HIGHWAY 89 TO
RW0137''OLD AND NEW HIGHWAY CROSSINGS.  328 FEET EAST NORTHEAST OF CROSSING
RW0137''AND 10 FEET LOWER.  23 FEET SOUTH OF CENTERLINE OF OLD HIGHWAY.  IN
RW0137''ROCK LEDGE OUTCROP.  A STANDARD DISK, STAMPED R 129 1934.
RW0137
RW0137                          STATION RECOVERY (1961)
RW0137
RW0137''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
RW0137''RECOVERED IN GOOD CONDITION.