FV1082 ***********************************************************************
FV1082  DESIGNATION -  941 2110 TIDAL 14 RESET
FV1082  PID         -  FV1082
FV1082  STATE/COUNTY-  CA/SAN LUIS OBISPO
FV1082  USGS QUAD   -  PISMO BEACH (1994)
FV1082
FV1082                         *CURRENT SURVEY CONTROL
FV1082  ___________________________________________________________________
FV1082* NAD 83(1992)-  35 10 43.94250(N)    120 44 03.23625(W)     ADJUSTED
FV1082* NAVD 88     -         5.724  (meters)      18.78   (feet)  ADJUSTED
FV1082  ___________________________________________________________________
FV1082  EPOCH DATE  -        1991.35
FV1082  X           -  -2,667,201.675 (meters)                     COMP
FV1082  Y           -  -4,485,972.023 (meters)                     COMP
FV1082  Z           -   3,654,087.893 (meters)                     COMP
FV1082  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
FV1082  ELLIP HEIGHT-         -29.39  (meters)                     GPS OBS
FV1082  GEOID HEIGHT-         -35.09  (meters)                     GEOID99
FV1082  DYNAMIC HT  -           5.719 (meters)      18.76  (feet)  COMP
FV1082  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
FV1082
FV1082  HORZ ORDER  -  B
FV1082  VERT ORDER  -  FIRST     CLASS I
FV1082  ELLP ORDER  -  FOURTH    CLASS II
FV1082
FV1082.The horizontal coordinates were established by GPS observations
FV1082.and adjusted by the National Geodetic Survey in May 1992.
FV1082.The horizontal coordinates are valid at the epoch date displayed above.
FV1082.The epoch date for horizontal control is a decimal equivalence
FV1082.of Year/Month/Day.
FV1082
FV1082.The orthometric height was determined by differential leveling
FV1082.and adjusted by the National Geodetic Survey in June 1991.
FV1082
FV1082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
FV1082
FV1082.The Laplace correction was computed from DEFLEC99 derived deflections.
FV1082
FV1082.The ellipsoidal height was determined by GPS observations
FV1082.and is referenced to NAD 83.
FV1082
FV1082.The geoid height was determined by GEOID99.
FV1082
FV1082.The dynamic height is computed by dividing the NAVD 88
FV1082.geopotential number by the normal gravity value computed on the
FV1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
FV1082.degrees latitude (G = 980.6199 gals.).
FV1082
FV1082.The modeled gravity was interpolated from observed gravity values.
FV1082
FV1082;                    North         East     Units   Scale      Converg.
FV1082;SPC CA 5     - 2,262,524.56  5,744,688.36   sFT  0.99994993 -1 33 30.8
FV1082;SPC CA 5     -   689,618.866 1,750,984.514   MT  0.99994993 -1 33 30.8
FV1082;UTM  10      - 3,895,230.744   706,322.342   MT  1.00012465 +1 18 21.0
FV1082
FV1082                          SUPERSEDED SURVEY CONTROL
FV1082
FV1082  NAD 83(1986)-  35 10 43.94314(N)    120 44 03.22628(W) AD(1984.00) 1
FV1082  NGVD 29     -         4.838  (m)           15.87   (f) ADJUSTED    1 1
FV1082
FV1082.Superseded values are not recommended for survey control.
FV1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
FV1082.See file dsdata.txt to determine how the superseded data were derived.
FV1082
FV1082_MARKER: DD = SURVEY DISK
FV1082_SETTING: 31 = DRILL HOLE IN CURB
FV1082_STAMPING: 14 1957 RESET 1966
FV1082_MAGNETIC: N = NO MAGNETIC MATERIAL
FV1082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
FV1082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
FV1082+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1993
FV1082
FV1082  HISTORY     - Date     Condition        Recov. By
FV1082  HISTORY     - 1957     MONUMENTED       CGS
FV1082  HISTORY     - 1977     GOOD             NGS
FV1082  HISTORY     - 19890210 GOOD             NGS
FV1082  HISTORY     - 19910430 GOOD             NGS
FV1082  HISTORY     - 19930321 GOOD             NOS
FV1082  HISTORY     - 19930505 GOOD             CADT
FV1082  HISTORY     - 19930505 GOOD             CADT
FV1082
FV1082                          STATION DESCRIPTION
FV1082
FV1082''DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
FV1082''IN AVILA.
FV1082''AT AVILA, SET IN THE TOP OF THE SOUTH CURB OF FRONT STREET, 43.4 FEET
FV1082''EAST-NORTHEAST OF THE NORTHEAST CORNER OF A COMBINATION FIRST AID
FV1082''DISPENSARY AND RESTROOM BUILDING, 30 FEET SOUTH OF THE CENTER LINE
FV1082''OF FRONT STREET, 7 FEET NORTH OF THE NORTH EDGE OF THE SEAWALL.
FV1082
FV1082                          STATION RECOVERY (1989)
FV1082
FV1082''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
FV1082''RECOVERED IN GOOD CONDITION.
FV1082
FV1082                          STATION RECOVERY (1991)
FV1082
FV1082''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
FV1082''THE STATION IS LOCATED AT AVILA BEACH.
FV1082''TO REACH THE STATION FROM THE POST OFFICE AND AVILA BEACH CIVIC
FV1082''ASSOCIATION BUILDING AT 191 SAN MIGUEL STREET IN AVILA BEACH, GO
FV1082''SOUTH ON SAN MIGUEL STREET FOR 0.21 KM (0.13 MI) TO THE JUNCTION OF
FV1082''FRONT STREET.  TURN RIGHT AND GO WEST ON FRONT STREET FOR 0.05 KM
FV1082''(0.03 MI) TO THE STATION ON THE LEFT IN THE SOUTH CURB OF FRONT
FV1082''STREET AT THE PORT SAN LUIS HARBOR DISTRICT LIFEGUARD HEADQUARTERS
FV1082''BUILDING.
FV1082''THE STATION IS A CGS TIDAL STATION DISK SET IN A CURB.  LOCATED 43.4
FV1082''FT (13.2 M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
FV1082''HEADQUARTERS BUILDING, 30 FT (9.1 M) SOUTH OF THE CENTERLINE OF FRONT
FV1082''STREET AND 7 FT (2.1 M) NORTH OF THE NORTH EDGE OF THE SEAWALL.
FV1082
FV1082                          STATION RECOVERY (1993)
FV1082
FV1082''RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JFG)
FV1082''RECOVERED AS DESCRIBED.
FV1082
FV1082                          STATION RECOVERY (1993)
FV1082
FV1082''RECOVERY NOTE BY CALTRANS 1993
FV1082''RECOVERED IN GOOD CONDITION.
FV1082
FV1082                          STATION RECOVERY (1993)
FV1082
FV1082''RECOVERY NOTE BY CALTRANS 1993
FV1082''THE RECOVERY WAS ADEQUATE EXCEPT FOR THE FOLLOWING REVISION.
FV1082''$
FV1082''THE STATION MARK IS A BENCH MARK DISK.