LY1199 ***********************************************************************
LY1199  DESIGNATION -  URBAN
LY1199  PID         -  LY1199
LY1199  STATE/COUNTY-  PA/WAYNE
LY1199  USGS QUAD   -  STERLING (1994)
LY1199
LY1199                         *CURRENT SURVEY CONTROL
LY1199  ___________________________________________________________________
LY1199* NAD 83(1996)-  41 21 34.80482(N)    075 22 45.70945(W)     ADJUSTED
LY1199* NAVD 88     -       423.801  (meters)    1390.42   (feet)  ADJUSTED
LY1199  ___________________________________________________________________
LY1199  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
LY1199  GEOID HEIGHT-         -31.55  (meters)                     GEOID99
LY1199  DYNAMIC HT  -         423.610 (meters)    1389.79  (feet)  COMP
LY1199  MODELED GRAV-     980,158.4   (mgal)                       NAVD 88
LY1199
LY1199  HORZ ORDER  -  SECOND
LY1199  VERT ORDER  -  SECOND    CLASS 0
LY1199
LY1199.The horizontal coordinates were established by classical geodetic methods
LY1199.and adjusted by the National Geodetic Survey in September 1999.
LY1199
LY1199.The orthometric height was determined by differential leveling
LY1199.and adjusted by the National Geodetic Survey in June 1991.
LY1199
LY1199.The Laplace correction was computed from DEFLEC99 derived deflections.
LY1199
LY1199.The geoid height was determined by GEOID99.
LY1199
LY1199.The dynamic height is computed by dividing the NAVD 88
LY1199.geopotential number by the normal gravity value computed on the
LY1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
LY1199.degrees latitude (g = 980.6199 gals.).
LY1199
LY1199.The modeled gravity was interpolated from observed gravity values.
LY1199
LY1199;                    North         East     Units   Scale      Converg.
LY1199;SPC PA N     -   135,201.725   798,332.522   MT  0.99995735 +1 34 05.8
LY1199;UTM  18      - 4,578,754.287   468,268.965   MT  0.99961239 -0 15 02.4
LY1199
LY1199:                Primary Azimuth Mark                     Grid Az
LY1199:SPC PA N     -  STERLING                                 206 33 45.8
LY1199:UTM  18      -  STERLING                                 208 22 54.0
LY1199
LY1199|---------------------------------------------------------------------|
LY1199| PID    Reference Object                     Distance      Geod. Az  |
LY1199|                                                           dddmmss.s |
LY1199| LY1198 URBAN RM 1                            9.193 METERS 16449     |
LY1199|        URBAN AZ MK                                        1702139.4 |
LY1199| LY1204 STERLING                            APPROX. 2.3 KM 2080751.6 |
LY1199| LY1200 URBAN RM 2                           15.776 METERS 26022     |
LY1199|---------------------------------------------------------------------|
LY1199
LY1199                          SUPERSEDED SURVEY CONTROL
LY1199
LY1199  NAD 83(1996)-  41 21 34.80543(N)    075 22 45.70990(W) AD(       ) 2
LY1199  NAD 83(1986)-  41 21 34.80561(N)    075 22 45.70947(W) AD(       ) 2
LY1199  NAD 27      -  41 21 34.49470(N)    075 22 47.04070(W) AD(       ) 2
LY1199  NGVD 29     -       424.008  (m)         1391.10   (f) ADJ UNCH    2 0
LY1199
LY1199.Superseded values are not recommended for survey control.
LY1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LY1199.See file dsdata.txt to determine how the superseded data were derived.
LY1199
LY1199_MARKER: DS = TRIANGULATION STATION DISK
LY1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
LY1199_STAMPING: URBAN STATION 1959
LY1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
LY1199+STABILITY: SURFACE MOTION
LY1199
LY1199  HISTORY     - Date     Condition        Recov. By
LY1199  HISTORY     - 1959     MONUMENTED       CGS
LY1199  HISTORY     - 1959     GOOD             CGS
LY1199  HISTORY     - 1964     SEE DESCRIPTION  PADH
LY1199  HISTORY     - 1974     SEE DESCRIPTION  NGS
LY1199
LY1199                          STATION DESCRIPTION
LY1199
LY1199''DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
LY1199''STATION IS LOCATED ON ROAD RIGHT-OF-WAY, ON THE NORTHEAST SIDE OF
LY1199''STATE HIGHWAY 90, ABOUT 0.45 MILE SOUTHEAST OF THE JUNCTION
LY1199''OF STATE HIGHWAYS 90 AND 196, 3-1/2 MILES SOUTH-SOUTHEAST OF HAMLIN
LY1199''AND ABOUT 2 MILES NORTH-NORTHEAST OF STERLING.
LY1199''
LY1199''STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 90, 590 AND
LY1199''196, AT TRAFFIC LIGHT, IN HAMLIN. GO SOUTH-SOUTHEAST
LY1199''ON HIGHWAYS 90 AND 196, TOWARD NEWFOUNDLAND, FOR 3.0 MILES AND
LY1199''JUNCTION OF THE TWO HIGHWAYS, BEAR LEFT AND FOLLOW HIGHWAY 90,
LY1199''SOUTH-SOUTHEAST FOR 0.45 MILE TO A LARGE BARN ON THE RIGHT AND THE
LY1199''STATION ON THE LEFT. THIS IS JUST AFTER PASSING A WHITE
LY1199''FRAME HOUSE ON THE RIGHT.
LY1199''
LY1199''AZIMUTH MARK IS REACHED FROM THE STATION. GO SOUTHEAST, ON HIGHWAY 90
LY1199''FOR 0.1 MILE. TURN RIGHT AND FOLLOW A GRAVELED ROAD,
LY1199''WEST AND WEST-SOUTHWEST FOR 0.42 MILE TO A BOULDER IN A FENCE LINE
LY1199''AND THE AZIMUTH MARK ON THE LEFT.
LY1199''
LY1199''STATION MARK IS A STANDARD DISK, STAMPED URBAN 1959, CEMENTED IN A
LY1199''DRILL HOLE, IN THE TOP OF A 4 X 2 FOOT BOULDER WHICH PROJECTS
LY1199''ABOUT 2 INCHES. IT IS ABOUT 22 FEET NORTHEAST OF THE CENTER LINE OF
LY1199''STATE HIGHWAY 90, 1 FOOT SOUTHWEST OF A FENCE LINE, 29
LY1199''FEET NORTH OF THE CENTER OF A ROCK CULVERT, 51 FEET EAST OF THE
LY1199''NORTHEAST CORNER OF A LARGE BARN, 98 FEET EAST-SOUTHEAST OF
LY1199''THE SOUTHEAST CORNER OF A WHITE FRAME HOUSE AND 5.1 FEET
LY1199''NORTH-NORTHWEST OF A STANDARD METAL WITNESS POST.
LY1199''
LY1199''REFERENCE MARK 1 IS A STANDARD DISK, STAMPED URBAN NO 1 1959,
LY1199''CEMENTED IN A DRILL HOLE, IN THE TOP OF A ROCK CULVERT
LY1199''WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS ABOUT 13 FEET NORTHEAST
LY1199''OF THE HIGHWAY, 9-1/2 FEET SOUTHWEST OF THE FENCE LINE, 61 FEET
LY1199''EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE BARN AND ABOUT 116 FEET
LY1199''SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE.
LY1199''
LY1199''REFERENCE MARK 2 IS A STANDARD DISK, STAMPED URBAN NO 2 1959, SET IN
LY1199''THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
LY1199''GROUND SURFACE. IT IS ABOUT 26 FEET SOUTHWEST OF THE HIGHWAY, 1-1/2
LY1199''FEET NORTHWEST OF THE NORTHEAST CORNER OF THE BARN AND
LY1199''ABOUT 56 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE.
LY1199''
LY1199''AZIMUTH MARK IS A STANDARD DISK, STAMPED URBAN 1959, CEMENTED IN A
LY1199''DRILL HOLE, IN THE TOP OF A 2-1/2 X 2-1/2 FOOT BOULDER WHICH
LY1199''PROJECTS ABOUT 6 INCHES. IT IS ABOUT 11 FEET EAST OF THE CENTER OF A
LY1199''GRAVELED ROAD, 2 FEET WEST OF A WIRE FENCE, 31 FEET
LY1199''SOUTH-SOUTHWEST OF A 6-INCH APPLE TREE, 42 FEET WEST OF THE CENTER OF
LY1199''A VERY LARGE BOULDER, 132 FEET SOUTH OF A DRIVEWAY ENTRANCE TO
LY1199''A LARGE BARN AND 3.7 FEET NORTH-NORTHEAST OF A STANDARD METAL WITNESS
LY1199''POST.
LY1199''
LY1199''HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
LY1199
LY1199                          STATION RECOVERY (1959)
LY1199
LY1199''RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
LY1199''1.5 MI NE FROM STERLING.
LY1199''1.50 MILE NORTH-NORTH EAST ALONG BLACKTOP ROAD FROM STERLING,
LY1199''ALSO, 1.40 MILE EAST-NORTH EAST ALONG COUNTY ROAD 63005 FROM
LY1199''STERLING THENCE 1.10 MILE NORTH WEST ON BLACKTOP ROAD, 52 FEET
LY1199''EAST OF RM 2, 71 FEET EAST-SOUTH EAST OF RED MAPLE TREE, 98
LY1199''FEET EAST-SOUTH EAST FROM CORNER OF A HOUSE, 67 FEET SOUTH EAST
LY1199''OF A POLE, 30 FEET NORTH WEST OF RM 1, 22 FEET NORTH EAST OF
LY1199''THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH WEST OF FENCE LINE,
LY1199''ABOUT 3 FEET ABOVE THE ROAD, AND LEVEL WITH THE GROUND.
LY1199
LY1199                          STATION RECOVERY (1964)
LY1199
LY1199''RECOVERY NOTE BY PA DEPT OF HIGHWAYS 1964
LY1199''AZIMUTH MARK HAS APPARENTLY BEEN MOVED. ANGLE AT URBAN BETWEEN
LY1199''STERLING AND AZIMUTH MARK IS 5-3/4 MINUTES OFF EXISTING
LY1199''LOCATION DOES NOT COINCIDE WITH LOCATION DESCRIBED IN DESCRIPTION OF
LY1199''TRIANGULATION STATION.
LY1199
LY1199                          STATION RECOVERY (1974)
LY1199
LY1199''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
LY1199''THE STATION MARK, REFERENCE MARKS ONE AND TWO WERE RECOVERED AND
LY1199''FOUND IN GOOD CONDITION AS DESCRIBED IN THE 1959 DESCRIPTION.
LY1199''THE BOULDER WHICH THE AZIMUTH MARK WAS SET IN HAS BEEN MOVED TO THE
LY1199''OPPOSITE SIDE OF THE ROAD AND THE DISK WAS REMOVED BY SOME
LY1199''ORGANIZATION IN THE PAST. TRIANGULATION STATION STERLING IS VISIBLE
LY1199''FROM THE GROUND WITH A SMALL AMOUNT OF CLEARING OF TREES. NO
LY1199''NEW AZIMUTH MARK WAS ESTABLISHED.
LY1199''
LY1199''TRIANGULATION STATION STERLING 1959 MAY BE USED AS AN AZIMUTH, SEE
LY1199''DESCRIPTION THEREOF.
LY1199''
LY1199''AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES NNE OF
LY1199''STERLING