JU0363 ***********************************************************************
JU0363  DESIGNATION -  LINE
JU0363  PID         -  JU0363
JU0363  STATE/COUNTY-  NJ/CAPE MAY
JU0363  USGS QUAD   -  OCEAN CITY (1994)
JU0363
JU0363                         *CURRENT SURVEY CONTROL
JU0363  ___________________________________________________________________
JU0363* NAD 83(1996)-  39 17 50.58879(N)    074 35 22.34231(W)     ADJUSTED
JU0363* NAVD 88     -         1.881  (meters)       6.17   (feet)  ADJUSTED
JU0363  ___________________________________________________________________
JU0363  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
JU0363  GEOID HEIGHT-         -34.51  (meters)                     GEOID99
JU0363  DYNAMIC HT  -           1.880 (meters)       6.17  (feet)  COMP
JU0363  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
JU0363
JU0363  HORZ ORDER  -  THIRD
JU0363  VERT ORDER  -  FIRST     CLASS I
JU0363
JU0363.The horizontal coordinates were established by classical geodetic methods
JU0363.and adjusted by the National Geodetic Survey in September 1999.
JU0363
JU0363.The orthometric height was determined by differential leveling
JU0363.and adjusted by the National Geodetic Survey in June 1991.
JU0363
JU0363.The Laplace correction was computed from DEFLEC99 derived deflections.
JU0363
JU0363.The geoid height was determined by GEOID99.
JU0363
JU0363.The dynamic height is computed by dividing the NAVD 88
JU0363.geopotential number by the normal gravity value computed on the
JU0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
JU0363.degrees latitude (g = 980.6199 gals.).
JU0363
JU0363.The modeled gravity was interpolated from observed gravity values.
JU0363
JU0363;                    North         East     Units   Scale      Converg.
JU0363;SPC NJ       -    51,516.255   142,276.858   MT  0.99990073 -0 03 24.2
JU0363;UTM  18      - 4,349,858.941   535,393.290   MT  0.99961542 +0 15 35.9
JU0363
JU0363:                Primary Azimuth Mark                     Grid Az
JU0363:SPC NJ       -  ANCHORAGE                                067 39 49.0
JU0363:UTM  18      -  ANCHORAGE                                067 20 48.9
JU0363
JU0363|---------------------------------------------------------------------|
JU0363| PID    Reference Object                     Distance      Geod. Az  |
JU0363|                                                           dddmmss.s |
JU0363| JU2858 ANCHORAGE                           APPROX. 1.8 KM 0673624.8 |
JU0363|        LINE RM 1                            22.510 METERS 14848     |
JU0363|        LINE RM 2                            27.883 METERS 33048     |
JU0363|---------------------------------------------------------------------|
JU0363
JU0363                          SUPERSEDED SURVEY CONTROL
JU0363
JU0363  NAD 83(1986)-  39 17 50.57445(N)    074 35 22.33992(W) AD(       ) 3
JU0363  NAD 27      -  39 17 50.15700(N)    074 35 23.78200(W) AD(       ) 3
JU0363  NGVD 29     -         2.275  (m)            7.46   (f) ADJUSTED    1 1
JU0363
JU0363.Superseded values are not recommended for survey control.
JU0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
JU0363.See file dsdata.txt to determine how the superseded data were derived.
JU0363
JU0363_MARKER: DS = TRIANGULATION STATION DISK
JU0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
JU0363_STAMPING: LINE 1935
JU0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
JU0363+STABILITY: SURFACE MOTION
JU0363
JU0363  HISTORY     - Date     Condition        Recov. By
JU0363  HISTORY     - 1935     MONUMENTED       CGS
JU0363  HISTORY     - 1950     GOOD             CGS
JU0363  HISTORY     - 1964     GOOD             CGS
JU0363  HISTORY     - 1964     GOOD             CGS
JU0363  HISTORY     - 1971     GOOD             NGS
JU0363  HISTORY     - 1979     GOOD             NGS
JU0363
JU0363                          STATION DESCRIPTION
JU0363
JU0363''DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
JU0363''THIS INTERSECTION STATION IS LOCATED 18.65 FEET TO THE NE OF
JU0363''THE EDGE OF CONCRETE ROAD LEADING FROM SOMERS POINT TO OCEAN
JU0363''CITY, N.J. AND 0.85 MILE FROM THE SOMERS POINT END OF WORLD
JU0363''WAR MEMORIAL BRIDGE OVER SHIP CHANNEL.  IT IS 16.60 FEET FROM
JU0363''THE CENTER OF THE SW RAIL OF THE SHORE FAST LINE TRACKS.  IT IS
JU0363''ALSO 210.1 FEET FROM SE END JUNCTION OF INNER RAILS OF MAIN LINE
JU0363''AND SIDE TRACK.
JU0363''
JU0363''SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
JU0363''DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A AND
JU0363''11A.  REFERENCE MARKS ARE IN LINE WITH STATION, REFERENCE MARK
JU0363''NO. 1 TO SE AND REFERENCE MARK NO. 2 TO NW.
JU0363''
JU0363''REFERENCE MARK NO.1 IS 18.50 FEET FROM CENTER OF ACE SYSTEM
JU0363''POWER POLE NO. 8173.
JU0363''
JU0363''REFERENCE MARK NO. 2 IS 26.25 FEET FROM POWER POLE
JU0363''NO. 8174.  ALL DISKS STAMPED LINE 1935.  REFERENCE MARKS STAMPED
JU0363''1 AND 2 RESPECTIVELY.
JU0363''
JU0363''HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS
JU0363
JU0363                          STATION RECOVERY (1950)
JU0363
JU0363''RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
JU0363''STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
JU0363''CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED
JU0363''WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED
JU0363''DESCRIPTION IS ADEQUATE AND CORRECT WITH THE FOLLOWING
JU0363''EXCEPTIONS--
JU0363''
JU0363''THE SHORE FAST LINE TRACKS NO LONGER EXIST.  STATION MARK IS
JU0363''115.7 FEET SE OF A.C.E. POLE NO. 8174, 88.5 FEET NW OF
JU0363''A.C.E. POLE 8173, 37.6 FEET E OF THE NW CORNER OF HIGHWAY SLAB
JU0363''NO. 28, AND 23.2 FEET N OF THE SE CORNER OF CONCRETE HIGHWAY
JU0363''SLAB NO. 28.
JU0363''
JU0363''REFERENCE MARK 1 IS 18.5 FEET N OF A.C.E. POLE NO. 8173 AND
JU0363''20.5 FEET NE OF THE NE EDGE OF THE CONCRETE HIGHWAY.
JU0363''
JU0363''REFERENCE MARK 2 IS 26.2 FEET E OF A.C.E. POLE NO. 8174 AND
JU0363''19.6 FEET NE OF THE NE EDGE OF THE CONCRETE HIGHWAY.
JU0363
JU0363                          STATION RECOVERY (1964)
JU0363
JU0363''RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RG)
JU0363''THE STATION, RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION AS
JU0363''DESCRIBED.  THE EAST CORNER OF THE POST FOR LINE RM 1 HAS BEEN
JU0363''CHIPPED OFF, HOWEVER THE POST IS STILL SOLID AND IN GOOD
JU0363''CONDITION.  THE NORTH CORNER OF LINE RM 2 HAS BEEN CHIPPED OFF,
JU0363''HOWEVER THE POST IS STILL SOLID AND IN GOOD CONDITION.
JU0363
JU0363                          STATION RECOVERY (1964)
JU0363
JU0363''RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
JU0363''1.4 MI NW FROM OCEAN CITY.
JU0363''1.45 MILES NORTHWEST ALONG STATE HIGHWAY 52 (9TH STREET IN OCEAN
JU0363''CITY) FROM THE CITY HALL IN OCEAN CITY, 0.55 MILE SOUTHEAST OF
JU0363''THE SOUTHEAST END OF BRIDGE OVER SHIP CHANNEL, 0.2 MILE NORTHWEST
JU0363''OF THE NORTHWEST END OF BRIDGE OVER RAINBOW CHANNEL, 39 FEET
JU0363''NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 88 1/2 FEET NORTHWEST
JU0363''OF POWER POLE NO. 8173, 91.5 FEET SOUTHEAST OF LINE RM 2 DESCRIBED,
JU0363''73.8 FEET NORTHWEST OF LINE RM 1 DESCRIBED, ABOUT LEVEL WITH THE
JU0363''HIGHWAY AND SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH
JU0363''THE GROUND.
JU0363
JU0363                          STATION RECOVERY (1971)
JU0363
JU0363''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
JU0363''THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
JU0363''DESCRIBED IN GOOD CONDITION.
JU0363''
JU0363''AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
JU0363''1 MILE SE OF SOMERS POINT.
JU0363
JU0363                          STATION RECOVERY (1979)
JU0363
JU0363''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
JU0363''RECOVERED IN GOOD CONDITION.