AA5389 ***********************************************************************
AA5389  PACS        -  This is a Primary Airport Control Station.
AA5389  DESIGNATION -  RDG ARP 2 1963
AA5389  PID         -  AA5389
AA5389  STATE/COUNTY-  PA/BERKS
AA5389  USGS QUAD   -  TEMPLE (1983)
AA5389
AA5389                         *CURRENT SURVEY CONTROL
AA5389  ___________________________________________________________________
AA5389* NAD 83(1992)-  40 22 42.28100(N)    075 57 51.35652(W)     ADJUSTED
AA5389* NAVD 88     -        95.86   (meters)     314.5    (feet)  LEVELING
AA5389  ___________________________________________________________________
AA5389  X           -   1,180,048.888 (meters)                     COMP
AA5389  Y           -  -4,720,373.833 (meters)                     COMP
AA5389  Z           -   4,110,123.381 (meters)                     COMP
AA5389  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
AA5389  ELLIP HEIGHT-          60.92  (meters)                     GPS OBS
AA5389  GEOID HEIGHT-         -34.87  (meters)                     GEOID99
AA5389
AA5389  HORZ ORDER  -  B
AA5389  VERT ORDER  -  THIRD ?
AA5389  ELLP ORDER  -  FOURTH    CLASS II
AA5389
AA5389.This mark is at Reading Regional Carl A Spaatz Fld Airport (RDG)
AA5389
AA5389.The horizontal coordinates were established by GPS observations
AA5389.and adjusted by the National Geodetic Survey in May 1995.
AA5389
AA5389.The orthometric height was determined by differential leveling.
AA5389.The vertical network tie was performed by a horz. field party for horz.
AA5389.obs reductions. Reset procedures were used to establish the elevation.
AA5389
AA5389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AA5389
AA5389.The Laplace correction was computed from DEFLEC99 derived deflections.
AA5389
AA5389.The ellipsoidal height was determined by GPS observations
AA5389.and is referenced to NAD 83.
AA5389
AA5389.The geoid height was determined by GEOID99.
AA5389
AA5389;                    North         East     Units   Scale      Converg.
AA5389;SPC PA S     -   117,573.162   751,629.297   MT  0.99996029 +1 09 30.9
AA5389;UTM  18      - 4,470,204.798   418,146.090   MT  0.99968247 -0 37 29.0
AA5389
AA5389:                Primary Azimuth Mark                     Grid Az
AA5389:SPC PA S     -  RDG AP 1963 STA B                        006 07 31.5
AA5389:UTM  18      -  RDG AP 1963 STA B                        007 54 31.4
AA5389
AA5389|---------------------------------------------------------------------|
AA5389| PID    Reference Object                     Distance      Geod. Az  |
AA5389|                                                           dddmmss.s |
AA5389| AA5391 RDG AP 1963 STA B                   APPROX. 0.7 KM 0071702.4 |
AA5389| AA5390 RDG AP 1963 STA A                   APPROX. 0.9 KM 1593553.6 |
AA5389|---------------------------------------------------------------------|
AA5389
AA5389                          SUPERSEDED SURVEY CONTROL
AA5389
AA5389  NGVD 29     -        96.09   (m)          315.3    (f) LEVELING    3
AA5389
AA5389.Superseded values are not recommended for survey control.
AA5389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AA5389.See file dsdata.txt to determine how the superseded data were derived.
AA5389
AA5389_MARKER: DT = TOPOGRAPHIC STATION DISK
AA5389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
AA5389_STAMPING: ARP 2 1963
AA5389_PROJECTION: FLUSH
AA5389_MAGNETIC: N = NO MAGNETIC MATERIAL
AA5389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
AA5389+STABILITY: SURFACE MOTION
AA5389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AA5389+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1998
AA5389
AA5389  HISTORY     - Date     Condition        Recov. By
AA5389  HISTORY     - 1963     MONUMENTED       CGS
AA5389  HISTORY     - 19930615 GOOD             NGS
AA5389  HISTORY     - 19980910 GOOD             NGS
AA5389
AA5389                          STATION DESCRIPTION
AA5389
AA5389''DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FHG)
AA5389''THE STATION IS LOCATED IN THE APPROXIMATE GEOMETRIC CENTER OF READING
AA5389''REGIONAL/CARL A. SPAATZ FIELD ON THE NORTH SIDE OF READING,
AA5389''PENNSYLVANIA.
AA5389''
AA5389''TO REACH THE STATION FROM THE GATE ON THE SOUTHEAST END OF THE AIRPORT
AA5389''TERMINAL BUILDING, PROCEED NORTHEAST FOR 0.1 MI (0.2 KM) TO TAXIWAY B
AA5389''(PARALLEL TO RUNWAY 13-31), TURN LEFT ON TAXIWAY B AND GO 0.3 MI (0.5
AA5389''KM) TO INTERSECTION WITH TAXIWAY D, TURN RIGHT ON TAXIWAY D AND GO 0.1
AA5389''MI (0.2 KM) TO RUNWAY 13-31, TURN RIGHT AND GO 0.1 MI (0.2 KM) TO A
AA5389''MACADAM DRIVE LEFT, TURN LEFT AND GO 0.05 MI (0.08 KM) TO STATION ON
AA5389''LEFT.
AA5389''
AA5389''THE STATION IS 370 FT (112.8 M) SOUTHEAST OF THE CENTER LINE OF
AA5389''TAXIWAY D (FORMER RUNWAY 5-23), 320 FT (97.5 M) NORTHEAST OF THE
AA5389''CENTERLINE OF RUNWAY 13-31, 125.4 FT (38.2 M) SOUTHWEST OF THE
AA5389''ANEMOMETER, 97.8 FT (29.8 M) SOUTHWEST OF THE INSIDE CORNER OF ASPHALT
AA5389''FORMED BY TURN AROUND PAD, AND 36.5 FT (11.1 M) NORTHWEST OF THE
AA5389''NORTHWEST EDGE OF ACCESS ROAD.
AA5389''
AA5389''THE STATION IS A CGS TOPOGRAPHIC DISK SET FLUSH WITH THE GROUND.
AA5389''
AA5389''FOR ACCESS TO STATION AND THE AIRPORT, CONTACT MR. JOHN C. RINEHART,
AA5389''EXECUTIVE DIRECTOR, READING REGIONAL AIRPORT, R.D.9, BOX 9416, READING
AA5389''PENNSYLVANIA 19605, PHONE (215) 327-4666.
AA5389''
AA5389''DESCRIBED BY RALPH A. HARREL, CHIEF OF NOS PARTY.
AA5389
AA5389                          STATION RECOVERY (1993)
AA5389
AA5389''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
AA5389''STATION IS LOCATED IN THE TRIANGULAR GRASS AREA FORMED BY THE
AA5389''INTERSECTION OF THE THREE RUNWAYS NORTH OF THE NORTH EDGE OF THE ROAD
AA5389''TO THE ANEMOMETER SITE AND NEAR THE ANEMOMETER.  IT IS 370 FT (112.8
AA5389''M) EAST OF FORMER RUNWAY 5/23, 320 FT (97.5 M) NORTH OF RUNWAY 13/31,
AA5389''125.4 FT (38.2 M) SOUTHWEST OF THE ANEMOMETER, 97.8 FT (29.8 M)
AA5389''SOUTHWEST OF THE SOUTH JUNCTION OF THE ACCESS ROAD AND THE TURNAROUND
AA5389''PAD AND 36.5 FT (11.1 M) NORTHWEST OF THE WEST EDGE OF THE ACCESS
AA5389''ROAD.  A STANDARD USCGS TOPO DISK STAMPED---ARP 2 1963---, SET IN THE
AA5389''TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
AA5389
AA5389                          STATION RECOVERY (1998)
AA5389
AA5389''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (APF)
AA5389''RECOVERED AS DESCRIBED.