KV1059 ***********************************************************************
KV1059  DESIGNATION -  D 19
KV1059  PID         -  KV1059
KV1059  STATE/COUNTY-  NJ/HUNTERDON
KV1059  USGS QUAD   -  HOPEWELL (1977)
KV1059
KV1059                         *CURRENT SURVEY CONTROL
KV1059  ___________________________________________________________________
KV1059* NAD 83(1996)-  40 26 08.75243(N)    074 52 16.77458(W)     ADJUSTED
KV1059* NAVD 88     -        76.840  (meters)     252.10   (feet)  ADJUSTED
KV1059  ___________________________________________________________________
KV1059  X           -   1,268,790.743 (meters)                     COMP
KV1059  Y           -  -4,693,008.202 (meters)                     COMP
KV1059  Z           -   4,114,961.295 (meters)                     COMP
KV1059  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
KV1059  ELLIP HEIGHT-          43.06  (meters)                     GPS OBS
KV1059  GEOID HEIGHT-         -33.81  (meters)                     GEOID99
KV1059  DYNAMIC HT  -          76.803 (meters)     251.98  (feet)  COMP
KV1059  MODELED GRAV-     980,146.6   (mgal)                       NAVD 88
KV1059
KV1059  HORZ ORDER  -  FIRST
KV1059  VERT ORDER  -  SECOND    CLASS 0
KV1059  ELLP ORDER  -  FOURTH    CLASS I
KV1059
KV1059.The horizontal coordinates were established by GPS observations
KV1059.and adjusted by the National Geodetic Survey in May 1999.
KV1059
KV1059.The orthometric height was determined by differential leveling
KV1059.and adjusted by the National Geodetic Survey in June 1991.
KV1059
KV1059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
KV1059
KV1059.The Laplace correction was computed from DEFLEC99 derived deflections.
KV1059
KV1059.The ellipsoidal height was determined by GPS observations
KV1059.and is referenced to NAD 83.
KV1059
KV1059.The geoid height was determined by GEOID99.
KV1059
KV1059.The dynamic height is computed by dividing the NAVD 88
KV1059.geopotential number by the normal gravity value computed on the
KV1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
KV1059.degrees latitude (g = 980.6199 gals.).
KV1059
KV1059.The modeled gravity was interpolated from observed gravity values.
KV1059
KV1059;                    North         East     Units   Scale      Converg.
KV1059;SPC NJ       -   177,962.566   118,496.615   MT  0.99991221 -0 14 27.0
KV1059;UTM  18      - 4,476,132.597   510,913.415   MT  0.99960147 +0 05 00.4
KV1059
KV1059                          SUPERSEDED SURVEY CONTROL
KV1059
KV1059  NAD 83(1986)-  40 26 08.75139(N)    074 52 16.77784(W) AD(       ) 1
KV1059  ELLIP HT    -          43.19  (m)                      GP(       ) 4 1
KV1059  NAD 83(1986)-  40 26 08.75240(N)    074 52 16.77769(W) AD(       ) 3
KV1059  NAD 27      -  40 26 08.37379(N)    074 52 18.18487(W) AD(       ) 3
KV1059  NGVD 29     -        77.077  (m)          252.88   (f) ADJUSTED    2 0
KV1059
KV1059.Superseded values are not recommended for survey control.
KV1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
KV1059.See file dsdata.txt to determine how the superseded data were derived.
KV1059
KV1059_MARKER: DB = BENCH MARK DISK
KV1059_SETTING: 38 = BRIDGE ABUTMENT
KV1059_STAMPING: D 19 1935
KV1059_MAGNETIC: N = NO MAGNETIC MATERIAL
KV1059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
KV1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
KV1059+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1993
KV1059
KV1059  HISTORY     - Date     Condition        Recov. By
KV1059  HISTORY     - 1935     MONUMENTED       CGS
KV1059  HISTORY     - 19870831 GOOD
KV1059  HISTORY     - 19900322 GOOD             NJGS
KV1059  HISTORY     - 19930505 GOOD             NJGS
KV1059
KV1059                          STATION DESCRIPTION
KV1059
KV1059''DESCRIBED BY COAST AND GEODETIC SURVEY 1935
KV1059''5.5 MI S FROM FLEMINGTON.
KV1059''5.5 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
KV1059''COUNTY COURTHOUSE AT FLEMINGTON, HUNTERDON COUNTY, 50 FEET EAST
KV1059''OF THE STATION AT RINGOES, AT UNDERPASS 6.95, AND IN THE TOP OF
KV1059''THE SOUTHWEST CORNER OF A CONCRETE HEADWALL.
KV1059
KV1059                          STATION RECOVERY (1987)
KV1059
KV1059''RECOVERED 1987
KV1059''RECOVERED IN GOOD CONDITION.
KV1059
KV1059                          STATION RECOVERY (1990)
KV1059
KV1059''RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
KV1059''THE STATION IS LOCATED IN EAST AMWELL TOWNSHIP, ON THE SOUTHWEST SIDE
KV1059''OF JOHN RINGOES ROAD, NORTHWEST OF THE TOWN OF RINGOES.  TO REACH THE
KV1059''STATION FROM THE JUNCTION OF U.S. HIGHWAY 202 AND STATE ROUTES 31
KV1059''179, JOHN RINGOES ROAD, GO 1.60 KM (0.99 MI) NORTH NORTHWEST ON JOHN
KV1059''RINGOES ROAD TO THE BLACK RIVER AND WESTERN RAILROAD BRIDGE OVER JOHN
KV1059''RINGOES ROAD AND THE STATION, ON THE SOUTHWEST END OF THE WEST BRIDGE
KV1059''ABUTMENT, ON THE LEFT.  THE STATION IS 20.9 M (68.57 FT) EAST OF THE
KV1059''SOUTHEAST CORNER OF THE BLACK RIVER AND WESTERN TRAIN MUSEUM,
KV1059''FORMERLY THE PENNSYLVANIA RAILROAD STATION AT RINGOES, AND 1.1 M
KV1059''(3.61 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACKS.  THE STATION
KV1059''IS FLUSH IN THE ABUTMENT AND LEVEL WITH THE RAIL BED.  TO OCCUPY
KV1059''STATION FOR AN EXTENDED PERIOD OF TIME CONTACT BLACK RIVER AND
KV1059''WESTERN RAILROAD GENERAL MANAGER, MR. KEAN L. BURENGA AT 201 782
KV1059''9600, P.O.BOX 200 RINGOES, N.J. 08551.  ACCORDING TO MR. BURENGA,
KV1059''FREIGHT TRAINS RUN BETWEEN THE HOURS OF 0800 AND 1000 AM MONDAY,
KV1059''WEDNESDAY AND FRIDAY.
KV1059
KV1059                          STATION RECOVERY (1993)
KV1059
KV1059''RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
KV1059''RECOVERED IN GOOD CONDITION.