NY0671 ***********************************************************************
NY0671  DESIGNATION -  PUB
NY0671  PID         -  NY0671
NY0671  STATE/COUNTY-  OR/KLAMATH
NY0671  USGS QUAD   -  WOCUS (1985)
NY0671
NY0671                         *CURRENT SURVEY CONTROL
NY0671  ___________________________________________________________________
NY0671* NAD 83(1991)-  42 15 32.91393(N)    121 46 54.79589(W)     ADJUSTED
NY0671* NAVD 88     -      1360.240  (meters)    4462.72   (feet)  ADJUSTED
NY0671  ___________________________________________________________________
NY0671  X           -  -2,490,534.848 (meters)                     COMP
NY0671  Y           -  -4,019,658.214 (meters)                     COMP
NY0671  Z           -   4,267,850.860 (meters)                     COMP
NY0671  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
NY0671  ELLIP HEIGHT-        1337.74  (meters)                     GPS OBS
NY0671  GEOID HEIGHT-         -22.53  (meters)                     GEOID99
NY0671  DYNAMIC HT  -        1359.419 (meters)    4460.03  (feet)  COMP
NY0671  MODELED GRAV-     979,969.9   (mgal)                       NAVD 88
NY0671
NY0671  HORZ ORDER  -  FIRST
NY0671  VERT ORDER  -  FIRST     CLASS II
NY0671  ELLP ORDER  -  FOURTH    CLASS II
NY0671
NY0671.The horizontal coordinates were established by GPS observations
NY0671.and adjusted by the National Geodetic Survey in August 1997.
NY0671
NY0671.The orthometric height was determined by differential leveling
NY0671.and adjusted by the National Geodetic Survey in June 1991.
NY0671
NY0671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
NY0671
NY0671.The Laplace correction was computed from DEFLEC99 derived deflections.
NY0671
NY0671.The ellipsoidal height was determined by GPS observations
NY0671.and is referenced to NAD 83.
NY0671
NY0671.The geoid height was determined by GEOID99.
NY0671
NY0671.The dynamic height is computed by dividing the NAVD 88
NY0671.geopotential number by the normal gravity value computed on the
NY0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
NY0671.degrees latitude (G = 980.6199 gals.).
NY0671
NY0671.The modeled gravity was interpolated from observed gravity values.
NY0671
NY0671;                    North         East     Units   Scale      Converg.
NY0671;SPC OR S     -    66,625.126 1,394,228.692   MT  1.00001951 -0 52 37.2
NY0671;UTM  10      - 4,679,267.482   600,471.553   MT  0.99972420 +0 49 09.2
NY0671
NY0671:                Primary Azimuth Mark                     Grid Az
NY0671:SPC OR S     -  DRIP                                     175 42 46.8
NY0671:UTM  10      -  DRIP                                     174 01 00.4
NY0671
NY0671|---------------------------------------------------------------------|
NY0671| PID    Reference Object                     Distance      Geod. Az  |
NY0671|                                                           dddmmss.s |
NY0671| AE2201 DRIP                                APPROX. 0.5 KM 1745009.6 |
NY0671|---------------------------------------------------------------------|
NY0671
NY0671                          SUPERSEDED SURVEY CONTROL
NY0671
NY0671  NAD 83(1991)-  42 15 32.91422(N)    121 46 54.79634(W) AD(       ) 1
NY0671  NAD 83(1986)-  42 15 32.91566(N)    121 46 54.80270(W) AD(       ) 1
NY0671  NGVD 29     -      1358.8    (m)         4458.     (f) GPS OBS
NY0671
NY0671.Superseded values are not recommended for survey control.
NY0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
NY0671.See file dsdata.txt to determine how the superseded data were derived.
NY0671
NY0671_MARKER: DD = SURVEY DISK
NY0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
NY0671_STAMPING: PUB MAY 1972
NY0671_MAGNETIC: N = NO MAGNETIC MATERIAL
NY0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
NY0671+STABILITY: SURFACE MOTION
NY0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
NY0671+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1997
NY0671
NY0671  HISTORY     - Date     Condition        Recov. By
NY0671  HISTORY     - 1972     MONUMENTED       ORTI
NY0671  HISTORY     - 1985     GOOD             NGS
NY0671  HISTORY     - 19880708 GOOD             NGS
NY0671  HISTORY     - 19970128 GOOD             NGS
NY0671
NY0671                          STATION DESCRIPTION
NY0671
NY0671''DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
NY0671''NO REFERENCE MARKS AT THIS STATION
NY0671''GPS MACROMETER SET-UP, NO ANGLES TURNED.
NY0671''THE STATION IS LOCATED ON THE CAMPUS OF THE OREGON INSTITUTE OF TECHNO
NY0671''ABOUT 5.6 KM (3.45 MI.) NORTH-EAST OF THE COURTHOUSE IN KLAMATH FALLS,
NY0671''SET IN THE TOP OF THE CONCRETE FOUNDATION SUPPORTING A MANHOLE COVER A
NY0671''
NY0671''OWNERSHIP--OREGON INSTITUTE OF TECHNOLOGY, CAMPUS DRIVE, KLAMATH FALLS
NY0671''OREGON 97601.  PHONE-- ADMINISTRATION-- (503) 887-6321
NY0671''
NY0671''TO REACH THE STATION FROM THE COURTHOUSE IN KLAMATH FALLS GO SOUTH ON
NY0671''AND U.S. HIGHWAY 97 BUSINESS FOR 0.5 (0.3 MI.) TO THE JUNCTION OF U.S.
NY0671''TURN RIGHT AND GO NORTHERLY ON U.S. HIGHWAY 97 FOR 3.5 KM (2.2 MI.) TO
NY0671''TURN RIGHT AND GO EASTERNLY FOR 0.16 KM (0.1 MI) TO THE JUNCTION OF AL
NY0671''STREET.  TURN RIGHT AND GO SOUTH FOR 0.1 KM (0.05 MI.) TO A STOPLIGHT.
NY0671''TURN LEFT AND GO 1ST AND NORTH FOR 0.7 (0.45 MI.) TO A SHARP CURVE IN
NY0671''DRIVE.  CONTINUE EAST ALONG THE DRIVE FOR 0.5 KM (0.3 MI.) TO A T JUNC
NY0671''TURN LEFT AND GO ISTH ALONG PERIMETER ROAD FOR 0.56 KM (0.35 MI.) TO A
NY0671''IN PERIMETER ROAD AND THE MARK ON TH RIGHT.
NY0671''
NY0671''THE STATION IS A STANDARD DISK STAMPED--- PUB MAY 1972.
NY0671''
NY0671''LOCATED-OF THE CENTERLINE OF THE ROAD AT THE CENTER OF THE CURVE ,
NY0671''5.6 S OF THE EAST GATEPOST OF THE ENTRANCE TO STATE PROPERTY.
NY0671''
NY0671''MACROMETER GPS SURVEYS-OREGON INSTITUTE OF TECHNOLOGY, APRIL 1985.
NY0671''
NY0671''STATION IS SUITABLE FOR GPS OBSERVATION- NO OBSTRUCTION.
NY0671
NY0671                          STATION RECOVERY (1988)
NY0671
NY0671''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
NY0671''3.0 KM (1.85 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
NY0671''THE STATION IN KLAMATH FALLS, THENCE 1.2 KM (0.75 MI) NORTH ALONG
NY0671''CAMPUS DRIVE, THENCE 1.0 KM (0.60 MI) EAST AND NORTH ALONG A PAVED
NY0671''ROAD, IN TOP OF AND 0.4 M (1.3 FT) NORTHEAST OF THE SOUTHWEST CORNER
NY0671''OF THE MANHOLE COVER, 10.0 M (32.8 FT) NORTH OF THE EXTENDED
NY0671''CENTERLINE OF A PAVED ROAD LEADING SOUTH, 4.8 M (15.7 FT) SOUTH OF A
NY0671''BARRICADE AT THE END OF THE PAVEMENT, 3.0 M (9.8 FT) EAST OF THE
NY0671''CENTERLINE OF THE ROAD, AND LEVEL WITH THE ROAD.
NY0671
NY0671                          STATION RECOVERY (1997)
NY0671
NY0671''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDR)
NY0671''THE STATION IS LOCATED ON THE NORTH SIDE OF KLAMATH FALLS, ON THE
NY0671''CAMPUS OF THE OREGON INSTITUTE OF TECHNOLOGY, NEAR THE HEAT TRANSFER
NY0671''BUILDING.  OWNERSHIP--OREGON INSTITUTE OF TECHNOLOGY, 3201 CAMPUS
NY0671''DRIVE, KLAMATH FALLS, OR 97601-8801.  CONTACT DENNIS FINDORFF,
NY0671''SURVEYING CURRICULUM COORDINATOR, PHONE 542-885-1511.  TO REACH THE
NY0671''STATION FROM THE JUNCTION OF U.S.  HIGHWAY 97 AND STATE HIGHWAYS 66
NY0671''AND 104 ON THE SOUTHWEST SIDE OF KLAMATH FALLS, GO NORTHERLY ON
NY0671''HIGHWAY 97 FOR 3.38 KM (2.10 MI) TO THE OVERPASS AT THE JUNCTION OF
NY0671''HIGHWAY 97 BUSINESS.  CONTINUE AHEAD ON HIGHWAY 97 BYPASS FOR 3.65 KM
NY0671''(2.25 MI) TO AN OVERPASS AT THE JUNCTION OF HIGHWAY 97 BUSINESS.
NY0671''CONTINUE AHEAD ON HIGHWAY 97 FOR 0.99 KM (0.60 MI) TO A PAVED ROAD
NY0671''RIGHT.  TURN RIGHT, NORTHERLY, THEN EASTERLY ON WEST CAMPUS WAY FOR
NY0671''1.22 KM (0.75 MI) TO A PAVED ROAD ON THE LEFT (INDUSTRIAL PARK DRIVE)
NY0671''.  CONTINUE AHEAD FOR .22 KM (0.15 MI) TO CAMPUS DRIVE ON THE RIGHT.
NY0671''TURN RIGHT, EASTERLY ON CAMPUS DRIVE FOR .21 KM (0.15 MI) TO A CROSS
NY0671''STREET JUST PASS THE SECURITY BUILDING ON THE RIGHT.  CONTINUE
NY0671''EASTERLY ON CAMPUS DRIVE FOR 0.2 KM (0.10 MI) TO A T-JUNCTION AT
NY0671''BRYANT WILLIAMS DRIVE.  TURN LEFT, NORTHERLY ON BRYANT WILLIAMS DRIVE
NY0671''AN GO 0.6 KM (0.35 MI) TO A POINT WHERE THE ROAD TURNS WESTERLY AND
NY0671''BECOMES CAMPUS WAY, AND THE STATION SET IN THE FOUNDATION OF A
NY0671''MANHOLE.  THE STATION IS LOCATED 4.8 M (15.7 FT) SOUTH OF A BARRICADE
NY0671''AT THE END OF PAVEMENT, 3.0 M (9.8 FT) EAST OF THE CENTERLINE OF ROAD
NY0671''AND 0.4 M (1.3 FT) NORTHEAST OF THE MANHOLE COVER.