LW5293 ***********************************************************************
LW5293  DESIGNATION -  EP 002
LW5293  PID         -  LW5293
LW5293  STATE/COUNTY-  RI/PROVIDENCE
LW5293  USGS QUAD   -  PROVIDENCE (1975)
LW5293
LW5293                         *CURRENT SURVEY CONTROL
LW5293  ___________________________________________________________________
LW5293* NAD 83(1996)-  41 49 06.18520(N)    071 22 48.77590(W)     ADJUSTED
LW5293* NAVD 88     -        19.870  (meters)      65.19   (feet)  ADJUSTED
LW5293  ___________________________________________________________________
LW5293  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
LW5293  GEOID HEIGHT-         -29.46  (meters)                     GEOID99
LW5293  DYNAMIC HT  -          19.864 (meters)      65.17  (feet)  COMP
LW5293  MODELED GRAV-     980,320.8   (mgal)                       NAVD 88
LW5293
LW5293  HORZ ORDER  -  SECOND
LW5293  VERT ORDER  -  SECOND    CLASS II
LW5293
LW5293.The horizontal coordinates were established by classical geodetic methods
LW5293.and adjusted by the National Geodetic Survey in August 1998.
LW5293
LW5293.The orthometric height was determined by differential leveling
LW5293.and adjusted by the National Geodetic Survey in June 1991.
LW5293
LW5293.The Laplace correction was computed from DEFLEC99 derived deflections.
LW5293
LW5293.The geoid height was determined by GEOID99.
LW5293
LW5293.The dynamic height is computed by dividing the NAVD 88
LW5293.geopotential number by the normal gravity value computed on the
LW5293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
LW5293.degrees latitude (g = 980.6199 gals.).
LW5293
LW5293.The modeled gravity was interpolated from observed gravity values.
LW5293
LW5293;                    North         East     Units   Scale      Converg.
LW5293;SPC MA M     - 2,758,867.31    688,818.40   sFT  0.99998668 +0 04 49.7
LW5293;SPC RI       -    81,643.176   109,952.343   MT  0.99999497 +0 04 47.5
LW5293;SPC MA M     -   840,904.439   209,952.268   MT  0.99998668 +0 04 49.7
LW5293;UTM  19      - 4,632,350.798   302,310.280   MT  1.00008093 -1 35 15.3
LW5293
LW5293                          SUPERSEDED SURVEY CONTROL
LW5293
LW5293  NAD 83(1996)-  41 49 06.18500(N)    071 22 48.77581(W) AD(       ) 2
LW5293  NAD 83(1992)-  41 49 06.18373(N)    071 22 48.77502(W) AD(       ) 2
LW5293  NAD 83(1992)-  41 49 06.18352(N)    071 22 48.77502(W) AD(       ) 2
LW5293  NAD 83(1986)-  41 49 06.18306(N)    071 22 48.77480(W) AD(       ) 2
LW5293  NGVD 29     -        20.12   (m)           66.0    (f) LEVELING    3
LW5293
LW5293.Superseded values are not recommended for survey control.
LW5293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LW5293.See file dsdata.txt to determine how the superseded data were derived.
LW5293
LW5293_MARKER: DD = SURVEY DISK
LW5293_SETTING: 31 = SIDEWALK
LW5293_STAMPING: EP 002 1987
LW5293_MAGNETIC: N = NO MAGNETIC MATERIAL
LW5293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
LW5293
LW5293  HISTORY     - Date     Condition        Recov. By
LW5293  HISTORY     - 1987     MONUMENTED       RIGS
LW5293  HISTORY     - 1987     GOOD             RIGS
LW5293
LW5293                          STATION DESCRIPTION
LW5293
LW5293''DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
LW5293''THE STATION IS LOCATED ABOUT 0.5 KM (0.3 MI)
LW5293''SOUTHWEST OF THE EAST PROVIDENCE CITY HALL.
LW5293''OWNERSHIP--STATE RIGHT OF WAY.
LW5293''
LW5293''TO REACH THE STATION FROM THE STATE HIGHWAY 114 (PAWTUCKET AVENUE)
LW5293''BRIDGE OVER INTERSTATE HIGHWAY 195, GO WEST FOR
LW5293''2.0 KM (1.2 MI) ON HIGHWAY 195 TO THE STATION ON THE RIGHT SET IN
LW5293''THE SIDEWALK NEAR THE NORTHEAST CORNER OF THE POTTER STREET
LW5293''OVERPASS.
LW5293''
LW5293''THE STATION IS A STANDARD RIGS DISK
LW5293''STAMPED---EP OO2 1987---,
LW5293''SET INTO A DRILL HOLE FLUSH WITH THE CONCRETE SIDEWALK,
LW5293''20.7 METERS (68.0 FT) NORTH FROM THE CENTERLINE OF THE THREE TRAVEL
LW5293''LANES OF HIGHWAY 195 WEST,
LW5293''12.3 METERS (40.5 FT) WEST-NORTHWEST FROM A NET+T CO POLE 5,
LW5293''5.8 METERS (19.0 FT) WEST FROM THE CENTERLINE OF POTTER STREET,
LW5293''0.45 METERS (1.5 FT) EAST FROM THE CONCRETE RAILING FOR THE
LW5293''OVERPASS.
LW5293''
LW5293''DESCRIBED BY THE RHODE ISLAND GEODETIC SURVEY.
LW5293
LW5293                          STATION RECOVERY (1987)
LW5293
LW5293''RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
LW5293''0.5 KM (0.3 MI) SW FROM EAST PROVIDENCE.
LW5293''THE STATION IS LOCATED ABOUT 0.5 KM (0.3 MI) SOUTHWEST OF THE EAST
LW5293''PROVIDENCE CITY HALL.  OWNERSHIP--STATE RIGHT OF WAY.  TO REACH THE
LW5293''STATION FROM THE STATE HIGHWAY 114 (PAWTUCKET AVENUE) BRIDGE OVER
LW5293''INTERSTATE HIGHWAY 195, GO WEST FOR 2.0 KM (1.2 MI) ON HIGHWAY 195 TO
LW5293''THE STATION ON THE RIGHT SET IN THE SIDEWALK NEAR THE NORTHEAST
LW5293''CORNER OF THE POTTER STREET OVERPASS.  THE STATION IS A STANDARD RIGS
LW5293''DISK SET INTO A DRILL HOLE FLUSH WITH THE CONCRETE SIDEWALK, 20.7
LW5293''METERS (68.0 FT) NORTH FROM THE CENTERLINE OF THE THREE TRAVEL LANES
LW5293''OF HIGHWAY 195 WEST, 12.3 METERS (40.5 FT) WEST-NORTHWEST FROM A
LW5293''NET+T CO POLE 5, 5.8 METERS (19.0 FT) WEST FROM THE CENTERLINE OF
LW5293''POTTER STREET, 0.45 METERS (1.5 FT) EAST FROM THE CONCRETE RAILING
LW5293''FOR THE OVERPASS.