DX3477 ***********************************************************************
DX3477  DESIGNATION -  FAULT P RM 2
DX3477  PID         -  DX3477
DX3477  STATE/COUNTY-  CA/RIVERSIDE
DX3477  USGS QUAD   -  SUNNYMEAD (1980)
DX3477
DX3477                         *CURRENT SURVEY CONTROL
DX3477  ___________________________________________________________________
DX3477* NAD 83(1986)-  33 59 32.     (N)    117 09 13.     (W)     SCALED
DX3477* NAVD 88     -       505.050  (meters)    1656.98   (feet)  READJUSTED
DX3477  ___________________________________________________________________
DX3477  GEOID HEIGHT-         -32.48  (meters)                     GEOID99
DX3477  DYNAMIC HT  -         504.450 (meters)    1655.02  (feet)  COMP
DX3477  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
DX3477
DX3477  VERT ORDER  -  * READJUSTED, Code A , SEE BELOW
DX3477
DX3477.The horizontal coordinates were scaled from a topographic map and have
DX3477.an estimated accuracy of +/- 6 seconds.
DX3477
DX3477.The orthometric height was determined by differential leveling
DX3477.and adjusted by the National Geodetic Survey in February 1993.
DX3477.* This is a READJUSTED BENCH MARK height.  Code A indicates a
DX3477.distribution rate of 0.0 thru 1.0 mm/km.
DX3477.The height was derived from older observations constrained to new
DX3477.heights in a crustal motion area.  The height is approximate in
DX3477.relation to other heights in its vicinity.
DX3477
DX3477.The geoid height was determined by GEOID99.
DX3477
DX3477.The dynamic height is computed by dividing the NAVD 88
DX3477.geopotential number by the normal gravity value computed on the
DX3477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
DX3477.degrees latitude (G = 980.6199 gals.).
DX3477
DX3477.The modeled gravity was interpolated from observed gravity values.
DX3477
DX3477;                    North         East    Units  Estimated Accuracy
DX3477;SPC CA 6     -   702,830.    1,916,510.      MT  (+/- 180 meters Scaled)
DX3477
DX3477                          SUPERSEDED SURVEY CONTROL
DX3477
DX3477  NGVD 29     -       504.245  (m)         1654.34   (f) ADJ UNCH    1 1
DX3477
DX3477.Superseded values are not recommended for survey control.
DX3477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DX3477.See file dsdata.txt to determine how the superseded data were derived.
DX3477
DX3477_MARKER: DR = REFERENCE MARK DISK
DX3477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
DX3477_STAMPING: FAULT P
DX3477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
DX3477+STABILITY: SURFACE MOTION
DX3477
DX3477  HISTORY     - Date     Condition        Recov. By
DX3477  HISTORY     - 1950     MONUMENTED       CGS
DX3477  HISTORY     - 1978     GOOD             NGS
DX3477
DX3477                          STATION DESCRIPTION
DX3477
DX3477''DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
DX3477''11.1 MI WEST FROM BEAUMONT.
DX3477''11.1 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
DX3477''AT BEAUMONT, THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD, AT THE JUNCTION
DX3477''OF SAN TIMOTEO ROAD AND REDLANDS BOULEVARD, 58.0 FT. SOUTHEAST OF THE
DX3477''CENTER LINE OF THE DIRT ROAD, 24.6 FT. NORTHEAST OF THE CENTER LINE
DX3477''OF THE ROAD, 13.0 FT. NORTHWEST OF THE NORTH END OF THE NORTH CONCRETE
DX3477''WING WALL OF A HIGHWAY BRIDGE, 7.6 FT. NORTHEAST OF POWER POLE 402969,
DX3477''15.8 FT. SOUTHEAST OF BM T 403.