FV0344 ***********************************************************************
FV0344  DESIGNATION -  T 25 RESET
FV0344  PID         -  FV0344
FV0344  STATE/COUNTY-  CA/SAN LUIS OBISPO
FV0344  USGS QUAD   -  SAN LUIS OBISPO (1994)
FV0344
FV0344                         *CURRENT SURVEY CONTROL
FV0344  ___________________________________________________________________
FV0344* NAD 83(1986)-  35 16 45.     (N)    120 39 43.     (W)     SCALED
FV0344* NAVD 88     -        62.200  (meters)     204.07   (feet)  ADJUSTED
FV0344  ___________________________________________________________________
FV0344  GEOID HEIGHT-         -34.56  (meters)                     GEOID99
FV0344  DYNAMIC HT  -          62.144 (meters)     203.88  (feet)  COMP
FV0344  MODELED GRAV-     979,736.0   (mgal)                       NAVD 88
FV0344
FV0344  VERT ORDER  -  FIRST     CLASS I
FV0344
FV0344.The horizontal coordinates were scaled from a topographic map and have
FV0344.an estimated accuracy of +/- 6 seconds.
FV0344
FV0344.The orthometric height was determined by differential leveling
FV0344.and adjusted by the National Geodetic Survey in June 1991.
FV0344
FV0344.The geoid height was determined by GEOID99.
FV0344
FV0344.The dynamic height is computed by dividing the NAVD 88
FV0344.geopotential number by the normal gravity value computed on the
FV0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
FV0344.degrees latitude (G = 980.6199 gals.).
FV0344
FV0344.The modeled gravity was interpolated from observed gravity values.
FV0344
FV0344;                    North         East    Units  Estimated Accuracy
FV0344;SPC CA 5     -   700,570.    1,757,860.      MT  (+/- 180 meters Scaled)
FV0344
FV0344                          SUPERSEDED SURVEY CONTROL
FV0344
FV0344  NGVD 29     -        61.330  (m)          201.21   (f) ADJ UNCH    1 1
FV0344
FV0344.Superseded values are not recommended for survey control.
FV0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
FV0344.See file dsdata.txt to determine how the superseded data were derived.
FV0344
FV0344_MARKER: DB = BENCH MARK DISK
FV0344_SETTING: 31 = SIDEWALK
FV0344_STAMPING: T 25 1920 RESET 1957
FV0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
FV0344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
FV0344+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1989
FV0344
FV0344  HISTORY     - Date     Condition        Recov. By
FV0344  HISTORY     - 1957     MONUMENTED       CA3370
FV0344  HISTORY     - 1957     GOOD             NGS
FV0344  HISTORY     - 1970     GOOD             NGS
FV0344  HISTORY     - 1977     GOOD             NGS
FV0344  HISTORY     - 1977     GOOD             NGS
FV0344  HISTORY     - 19890209 GOOD             NGS
FV0344
FV0344                          STATION DESCRIPTION
FV0344
FV0344''DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
FV0344''AT SAN LUIS OBISPO.
FV0344''AT SAN LUIS OBISPO, AT THE NORTHERLY CORNER OF MARSH AND CHORRO
FV0344''STREETS, IN AN ALCOVER IN THE CORNER OF RILEYS DEPARTMENT STORE,
FV0344''AND SET HORIZONTALLY FLUSH WITH THE SIDEWALK.
FV0344
FV0344                          STATION RECOVERY (1970)
FV0344
FV0344''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
FV0344''RECOVERED IN GOOD CONDITION.
FV0344
FV0344                          STATION RECOVERY (1977)
FV0344
FV0344''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
FV0344''RECOVERED IN GOOD CONDITION.
FV0344
FV0344                          STATION RECOVERY (1977)
FV0344
FV0344''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
FV0344''AT SAN LUIS OBISPO, AT THE NORTH CORNER OF JUNCTION OF MARSH ROAD
FV0344''AND CHORRO STREETS, IN THE SIDEWALK AT THE SOUTH CORNER OF RILEYS
FV0344''DEPARTMENT STORE, 15.6 FT. NORTHEAST OF THE NORTHEAST CURB OF CHORRO
FV0344''STREET, 4 FT. NORTHWEST OF THE SOUTH CORNER OF THE BUILDING.
FV0344
FV0344                          STATION RECOVERY (1989)
FV0344
FV0344''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
FV0344''RECOVERED IN GOOD CONDITION.