1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AB6802 *********************************************************************** AB6802 CBN - This is a Cooperative Base Network Control Station. AB6802 DESIGNATION - WALNUT RESET AB6802 PID - AB6802 AB6802 STATE/COUNTY- NC/BERTIE AB6802 USGS QUAD - WESTOVER (1978) AB6802 AB6802 *CURRENT SURVEY CONTROL AB6802 ___________________________________________________________________ AB6802* NAD 83(1986)- 35 58 59.46151(N) 076 42 04.23091(W) ADJUSTED AB6802* NAVD 88 - 6.06 (meters) 19.9 (feet) LEVELING AB6802 ___________________________________________________________________ AB6802 LAPLACE CORR- -3.05 (seconds) DEFLEC99 AB6802 GEOID HEIGHT- -36.60 (meters) GEOID99 AB6802 AB6802 HORZ ORDER - FIRST AB6802 VERT ORDER - THIRD ? AB6802 AB6802.The North Carolina/South Carolina HARNS have been completed but, AB6802.due to contractual restrictions, coordinates for these stations AB6802.will NOT be published in the near future. In the interim, the AB6802.published coordinates in North and South Carolina will not be AB6802.consistent with the Continuously Operating Reference Stations AB6802.(CORS). The HARN coordinates for these stations are available AB6802.upon request. Contact Gary Thompson(919-733-3836), or Lewis AB6802.Lapine(803-896-7700). AB6802. AB6802.In addition, the published North and South Carolina positions AB6802.(NAD 83 (1986)) are NOT consistent with those determined in AB6802.adjacent state readjustments. The discontinuity between stations AB6802.located in North or South Carolina and those in adjacent states AB6802.which have been adjusted to the HARN may be as much as 5 AB6802.decimeters. This will result in a significant loss of accuracy AB6802.over lines crossing such state borders. AB6802 AB6802 AB6802.The horizontal coordinates were established by GPS observations AB6802.and adjusted by the National Geodetic Survey in July 1986. AB6802 AB6802.The orthometric height was determined by differential leveling. AB6802.The vertical network tie was performed by a horz. field party for horz. AB6802.obs reductions. Reset procedures were used to establish the elevation. AB6802 AB6802.The Laplace correction was computed from DEFLEC99 derived deflections. AB6802 AB6802.The geoid height was determined by GEOID99. AB6802 AB6802; North East Units Scale Converg. AB6802;SPC NC - 250,135.085 816,887.659 MT 0.99995396 +1 19 36.5 AB6802;UTM 18 - 3,983,421.217 346,637.536 MT 0.99988982 -0 59 59.0 AB6802 AB6802: Primary Azimuth Mark Grid Az AB6802:SPC NC - WALNUT AZ MK 313 42 35.2 AB6802:UTM 18 - WALNUT AZ MK 316 02 10.7 AB6802 AB6802|---------------------------------------------------------------------| AB6802| PID Reference Object Distance Geod. Az | AB6802| dddmmss.s | AB6802| FX3843 EDENTON USMC AIR BASE BCN APPROX.13.1 KM 0724155.0 | AB6802| EY3980 WALNUT 2 7.116 METERS 13502 | AB6802| EY5601 WALNUT RM 1 31.164 METERS 22728 | AB6802| EY5600 WALNUT AZ MK 3150211.7 | AB6802| EY5602 WALNUT RM 2 27.222 METERS 34055 | AB6802|---------------------------------------------------------------------| AB6802 AB6802 SUPERSEDED SURVEY CONTROL AB6802 AB6802.No superseded survey control is available for this station. AB6802 AB6802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4663883421(NAD 83) AB6802_MARKER: DH = HORIZONTAL CONTROL DISK AB6802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB6802_STAMPING: WALNUT 1954 1993 AB6802_MARK LOGO: NGS AB6802_MAGNETIC: N = NO MAGNETIC MATERIAL AB6802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB6802+STABILITY: SURFACE MOTION AB6802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB6802+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2000 AB6802 AB6802 HISTORY - Date Condition Report By AB6802 HISTORY - 1993 MONUMENTED NCGS AB6802 HISTORY - 19931115 GOOD NCGS AB6802 HISTORY - 19970917 GOOD NCGS AB6802 HISTORY - 20001129 GOOD NCDOT AB6802 AB6802 STATION DESCRIPTION AB6802 AB6802'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL) AB6802'STATION IS LOCATED ABOUT 9 MI (14.5 KM) NORTH-NORTHEAST OF PLYMOUTH AB6802'AND 8 MI (12.9 KM) SOUTHWEST OF EDENTON. PROCEED ALONG NC 45 FOR 1.9 AB6802'MI (3.1 KM) SOUTH FROM US 17-AT MIDWAY TO SR 1502-AVOCA FARM ROAD, AB6802'THENCE EAST ALONG SR 1502 FOR 3.9 MI (6.3 KM) TO SR 1511-SUTTON ROAD, AB6802'THENCE SOUTH ALONG SR 1511 FOR 1.1 MI (1.8 KM) TO A SHARP CURVE RIGHT, AB6802'AND STATION IN THE SHOULDER. THE UNDERGROUND MARK IS STAMPED WALNUT AB6802'1954, AND IS RECESSED 34 INCHES BELOW THE GROUND. A NEW SURFACE MARK AB6802'WAS ESTABLISHED BY NCGS IN 1993 BY OPTICAL PLUMMET. MARK IS ABOUT 1 AB6802'FOOT (0.3 M) HIGHER THAN SR 1511, AND IS RECESSED 4 INCHES BELOW THE AB6802'GROUND. LOCATED 34.4 FT (10.5 M) EAST-SOUTHEAST OF THE CENTERLINE OF AB6802'SR 1511, 27 FT (8.2 M) SOUTHWEST OF THE CENTERLINE OF A FIELD ROAD AB6802'(SOUTHEAST), 26.6 FT (8.1 M) WEST OF THE SOUTHWESTERN METAL GATE POST, AB6802'42.8 FT (13.0 M) WEST-SOUTHWEST OF THE NORTHEASTERN METAL GATE POST, AB6802'65.6 FT (20.0 M) SOUTH-SOUTHWEST OF THE REMAINS OF--WALNUT 2 RM 4--, AB6802'23.4 FT (7.1 M) NORTHWEST OF STATION--WALNUT 2-- (RECESSED 12 INCHES AB6802'IN CULTIVATED FIELD), AND 76.0 FT (23.2 M) SOUTH-SOUTHWEST OF POWER AB6802'POLE NO H238 48 WITH TWO GUY WIRES AND A REFERENCE TAG. AB6802 AB6802 STATION RECOVERY (1997) AB6802 AB6802'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL) AB6802'RECOVERED AS DESCRIBED. AB6802 AB6802 STATION RECOVERY (2000) AB6802 AB6802'RECOVERY NOTE BY NC DOT DIV OF HWYS 2000 (RMS) AB6802'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 FX2821 *********************************************************************** FX2821 CBN - This is a Cooperative Base Network Control Station. FX2821 DESIGNATION - WINDSOR 2 FX2821 PID - FX2821 FX2821 STATE/COUNTY- NC/BERTIE FX2821 USGS QUAD - WINDSOR NORTH (1981) FX2821 FX2821 *CURRENT SURVEY CONTROL FX2821 ___________________________________________________________________ FX2821* NAD 83(1986)- 36 00 42.13149(N) 076 58 33.92021(W) ADJUSTED FX2821* NAVD 88 - 17.689 (meters) 58.03 (feet) ADJUSTED FX2821 ___________________________________________________________________ FX2821 LAPLACE CORR- -4.25 (seconds) DEFLEC99 FX2821 GEOID HEIGHT- -35.81 (meters) GEOID99 FX2821 DYNAMIC HT - 17.675 (meters) 57.99 (feet) COMP FX2821 MODELED GRAV- 979,826.6 (mgal) NAVD 88 FX2821 FX2821 HORZ ORDER - FIRST FX2821 VERT ORDER - SECOND CLASS II FX2821 FX2821.The North Carolina/South Carolina HARNS have been completed but, FX2821.due to contractual restrictions, coordinates for these stations FX2821.will NOT be published in the near future. In the interim, the FX2821.published coordinates in North and South Carolina will not be FX2821.consistent with the Continuously Operating Reference Stations FX2821.(CORS). The HARN coordinates for these stations are available FX2821.upon request. Contact Gary Thompson(919-733-3836), or Lewis FX2821.Lapine(803-896-7700). FX2821. FX2821.In addition, the published North and South Carolina positions FX2821.(NAD 83 (1986)) are NOT consistent with those determined in FX2821.adjacent state readjustments. The discontinuity between stations FX2821.located in North or South Carolina and those in adjacent states FX2821.which have been adjusted to the HARN may be as much as 5 FX2821.decimeters. This will result in a significant loss of accuracy FX2821.over lines crossing such state borders. FX2821 FX2821 FX2821.The horizontal coordinates were established by classical geodetic methods FX2821.and adjusted by the National Geodetic Survey in July 1986. FX2821 FX2821.The orthometric height was determined by differential leveling FX2821.and adjusted by the National Geodetic Survey in June 1991. FX2821 FX2821.The Laplace correction was computed from DEFLEC99 derived deflections. FX2821 FX2821.The geoid height was determined by GEOID99. FX2821 FX2821.The dynamic height is computed by dividing the NAVD 88 FX2821.geopotential number by the normal gravity value computed on the FX2821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2821.degrees latitude (g = 980.6199 gals.). FX2821 FX2821.The modeled gravity was interpolated from observed gravity values. FX2821 FX2821; North East Units Scale Converg. FX2821;SPC NC - 252,759.050 792,037.680 MT 0.99996043 +1 10 05.3 FX2821;UTM 18 - 3,987,052.527 321,915.126 MT 0.99999079 -1 09 43.7 FX2821 FX2821: Primary Azimuth Mark Grid Az FX2821:SPC NC - WINDSOR 2 AZ MK 114 31 42.9 FX2821:UTM 18 - WINDSOR 2 AZ MK 116 51 31.9 FX2821 FX2821|---------------------------------------------------------------------| FX2821| PID Reference Object Distance Geod. Az | FX2821| dddmmss.s | FX2821| FX2822 WINDSOR 2 RM 1 45.196 METERS 01040 | FX2821| FX3891 WINDSOR LEA LUMBER CO TANK APPROX. 3.5 KM 0294433.2 | FX2821| FX3894 GREENS CROSS LOOKOUT TOWER APPROX. 7.8 KM 0852907.4 | FX2821| FX2820 WINDSOR 2 AZ MK APPROX. 0.6 KM 1154148.2 | FX2821| FX5200 WINDSOR 2 RM 2 29.706 METERS 12235 | FX2821|---------------------------------------------------------------------| FX2821 FX2821 SUPERSEDED SURVEY CONTROL FX2821 FX2821 NAD 27 - 36 00 41.55920(N) 076 58 35.08580(W) AD( ) 1 FX2821 NGVD 29 - 18.02 (m) 59.1 (f) LEVELING 3 FX2821 FX2821.Superseded values are not recommended for survey control. FX2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2821.See file dsdata.txt to determine how the superseded data were derived. FX2821 FX2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2191587053(NAD 83) FX2821_MARKER: DH = HORIZONTAL CONTROL DISK FX2821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2821_STAMPING: WINDSOR 2 1959 FX2821_MARK LOGO: CGS FX2821_PROJECTION: PROJECTING 3 CENTIMETERS FX2821_MAGNETIC: O = OTHER; SEE DESCRIPTION FX2821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FX2821+STABILITY: POSITION/ELEVATION WELL FX2821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX2821+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2000 FX2821 FX2821 HISTORY - Date Condition Report By FX2821 HISTORY - 1959 MONUMENTED CGS FX2821 HISTORY - 1965 GOOD CGS FX2821 HISTORY - 1980 GOOD NGS FX2821 HISTORY - 1980 GOOD NCGS FX2821 HISTORY - 1980 GOOD NCGS FX2821 HISTORY - 19931109 GOOD NCGS FX2821 HISTORY - 19950821 GOOD USPSQD FX2821 HISTORY - 20000204 GOOD NCDOT FX2821 FX2821 STATION DESCRIPTION FX2821 FX2821'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER) FX2821'THE STATION IS LOCATED ABOUT 2.0 MILES NORTHWEST OF WINDSOR, 0.15 FX2821'MILE SOUTH OF STATE HIGHWAY 308, 0.1 MILE WEST OF THE WHITEHEAD FX2821'MILLING CO., ON PROPERTY OWNED BY THE WHITEHEAD BROTHERS. FX2821' FX2821'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 13 BYPASS FX2821'AND STATE HIGHWAY 308 ABOUT 1.0 MILE NORTHWEST OF WINDSOR, GO FX2821'NORTHWEST ON STATE HIGHWAY 308 FOR 0.6 MILE TO THE AZIMUTH MARK ON FX2821'THE LEFT. CONTINUE ON HIGHWAY 308 FOR 0.4 MILE TO A CROSSROAD, FX2821'JUST AFTER PASSING THE WINDSOR LIVESTOCK MARKET ON THE LEFT. TURN FX2821'LEFT AND FOLLOW THE SAND ROAD, SOUTHERLY, FOR 0.15 MILE TO A FIELD FX2821'ENTRANCE ON THE RIGHT AND THE STATION ON THE LEFT IN CULTIVATED FIELD. FX2821' FX2821'STATION MARK IS A STANDARD DISK STAMPED WINDSOR 2 1959, SET IN A FX2821'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS 98.5 FEET FX2821'NORTHWEST OF A POWER POLE, 56-1/2 FEET SOUTHEAST OF A 3-FOOT FX2821'SYCAMORE TREE AND 37 FEET SOUTHEAST OF THE CENTER OF THE SAND FX2821'ROAD. A STANDARD METAL WITNESS POST WAS SET 2.6 FEET WEST OF THE FX2821'MARK. NO UNDERGROUND MARK WAS ESTABLISHED. FX2821' FX2821'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WINDSOR 2 NO 1 FX2821'1959, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. FX2821'IT IS 55 FEET SOUTHEAST OF A LONE 2-FOOT CEDAR TREE, 35 FEET FX2821'SOUTHEAST OF THE FENCE LINE ON THE NORTHWEST SIDE OF THE SAND ROAD FX2821'AND 20 FEET SOUTHEAST OF THE CENTER OF THE SAND ROAD. FX2821' FX2821'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED WINDSOR 2 NO 2 FX2821'1959, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. FX2821'IT IS 1 FOOT NORTHWEST OF THE POWER POLE IN THE CULTIVATED FIELD. FX2821' FX2821'AZIMUTH MARK IS A STANDARD DISK STAMPED WINDSOR 2 1959, SET IN A FX2821'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS 35 FEET FX2821'SOUTHWEST OF THE CENTER OF STATE HIGHWAY 308, 8-1/2 FEET NORTH OF FX2821'A 4-FOOT OAK TREE AND 2-1/2 FEET NORTH OF THE EAST END OF A BOARD FX2821'FENCE. A STANDARD WITNESS POST WAS SET 1.4 FEET SOUTH OF THE MARK. FX2821 FX2821 STATION RECOVERY (1965) FX2821 FX2821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LGB) FX2821'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD FX2821'CONDITION. THE 1959 DESCRIPTION IS ADEQUATE. FX2821 FX2821 STATION RECOVERY (1980) FX2821 FX2821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN) FX2821'THE STATION MARK, REFERENCE MARK ONE AND THE AZIMUTH MARK WERE FX2821'RECOVERED IN GOOD CONDITION. REFERENCE MARK TWO WAS FOUND OUT OF THE FX2821'GROUND ABOUT 100 FEET FROM ITS ORIGINAL LOCATION AND THE DISK WAS FX2821'CLAIMED. REFERENCE MARK THREE WAS ESTABLISHED. THE AZIMUTH MARK WAS FX2821'NOT VISIBLE AT THIS TIME DUE TO A CORN CROP ON LINE. THE DISTANCE FX2821'TO REFERENCE MARK ONE CHECKED WITH THE 1965 DATA. FX2821' FX2821'A NEW DESCRIPTION FOLLOWS. FX2821' FX2821'STATION IS ABOUT 2 MILES NORTHWEST OF WINDSOR, 0.15 MILE SOUTH OF FX2821'THE CAROLINA-VIRGINIA STOCKYARDS AND WHITEHEAD MILLING CO IN A FX2821'CULTIVATED FIELD OWNED BY THE WHITEHEAD MILLING CO, BOX 548, FX2821'WINDSOR, N.C. 27983, TELEPHONE NUMBER 919/794-3116. FX2821' FX2821'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 308 AND FX2821'U.S. HIGHWAY 13 BYPASS ABOUT 1 MILE NORTHWEST OF WINDSOR, GO NORTHWEST FX2821'ON STATE HIGHWAY 308 FOR 0.6 MILE TO A LARGE TWO-STORY HOUSE AND THE FX2821'AZIMUTH ON THE LEFT, CONTINUE NORTHWEST FOR 0.45 MILE TO THE JUNCTION FX2821'WITH SECONDARY ROADS 1101 AND 1227. TURN LEFT AND GO SOUTH ON SR 1101 FX2821'FOR 0.15 MILE TO A FIELD ROAD RIGHT AND THE STATION ON THE LEFT. FX2821' FX2821'THE STATION MARK IS A STANDARD DISK STAMPED---WINDSOR 2 1959---SET FX2821'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS RECESSED FX2821'1-INCH BELOW GROUND SURFACE. IT IS 56.6 FEET SOUTHEAST OF A FX2821'36-INCH SYCAMORE TREE, 36 FEET SOUTHEAST OF THE APPROXIMATE CENTER FX2821'OF SR 1101, 20 FEET EAST OF AN OLD FENCE CORNER POST, 12.7 FEET FX2821'NORTHEAST OF A TELEPHONE PEDESTAL FOR UNDERGROUND CABLE AND 1 FOOT FX2821'NORTHWEST OF A METAL WITNESS POST. NO UNDERGROUND MARK SET. FX2821' FX2821'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---WINDSOR 2 NO 1 1959--- FX2821'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS RECESSED FX2821'3 INCHES BELOW GROUND SURFACE. IT IS 145.4 FEET NORTHEAST FX2821'OF THE 36-INCH SYAMORE TREE, 54.5 FEET SOUTH-SOUTHEAST OF A 30-INCH FX2821'CEDAR STUMP, 20 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF SR 1101, FX2821'A SAND ROAD, AND ABOUT THE SAME ELEVATION AS THE STATION MARK. FX2821' FX2821'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---WINDSOR 2 1959 NO 3 FX2821'1980---SET IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT IS FX2821'12-INCHES IN DIAMETER AND FLUSH WITH THE GROUND. IT IS 22 FEET FX2821'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF THE FIELD ROAD, 21 FEET FX2821'NORTHWEST OF THE CENTER OF SR 1101, 2 FEET SOUTH-SOUTHWEST OF THE FX2821'36-INCH SYCAMORE TREE AND ABOUT 2 FEET HIGHER THAN THE STATION MARK. FX2821' FX2821'AZIMUTH MARK IS A STANDARD DISK STAMPED---WINDSOR 2 1959---SET FX2821'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE FX2821'GROUND. IT IS 35.8 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROUTE FX2821'308, 8.3 FEET NORTH-NORTHEAST OF THE LEADING EDGE OF A 48-INCH OAK FX2821'TREE, 2.5 FEET NORTH OF THE END POST OF A BOARD FENCE, 1.3 FEET FX2821'NORTH-NORTHEAST OF A METAL WITNESS POST AND 1.2 FEET NORTH-NORTHWEST FX2821'OF A CREOSOTE POST WITH AN ALUMINUM REFERENCE TAG. FX2821 FX2821 STATION RECOVERY (1980) FX2821 FX2821'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) FX2821'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY H.D. FX2821'MCKINNEY WHO PERFORMED A FOLLOW UP TO THIS VISIT AND PLACED WINDSOR 2 FX2821'AND REFERENCE MARK 3 AT THAT TIME AS REFERENCE MARK 2 WAS DESTROYED. FX2821 FX2821 STATION RECOVERY (1980) FX2821 FX2821'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 FX2821'1.8 MI NW FROM WINDSOR. FX2821'1.0 MILE NORTHWEST ALONG NC 308 FROM INTERSECTION WITH US 13 IN FX2821'NORTHWEST WINDSOR, THENCE 0.15 MILE SOUTHWEST ALONG SR 1101, IN FIELD FX2821'ACROSS ROAD FROM A 36 INCH SYCAMORE TREE, 37.0 FEET SOUTHEAST OF FX2821'CENTER OF ROAD AND 12.7 FEET NORTHEAST OF TELEPHONE PEDESTAL. FX2821'THE MARK IS 1 FT BELOW ROAD. FX2821 FX2821 STATION RECOVERY (1993) FX2821 FX2821'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL) FX2821'STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHWEST OF WINDSOR, AND FX2821'0.15 MI (0.24 KM) SOUTH OF NC HIGHWAY 308. PROCEED ALONG NC 308 FOR FX2821'1.05 MI (1.69 KM) NORTHWEST FROM US 13- BYPASS 1.0 MI (1.6 KM) FX2821'NORTHWEST OF WINDSOR TO THE INTERSECTION OF SR 1101 AND SR 1227, FX2821'THENCE ALONG SR 1101 FOR 0.15 MI (0.24 KM) SOUTH TO A FIELD ROAD FX2821'RIGHT, AND THE STATION ON THE LEFT, IN THE EDGE OF A CULTIVATED FIELD. FX2821'MARK PROJECTS 1 INCH ABOVE THE GROUND. LOCATED 40.3 FT (12.3 M) FX2821'EAST-SOUTHEAST OF THE CENTERLINE OF SR 1101, 1.5 FT (0.5 M) FX2821'NORTH-NORTHEAST OF A WITNESS POST, 17.0 FT (5.2 M) EAST-NORTHEAST OF A FX2821'TELEPHONE PEDESTAL FOR UNDERGROUND CABLE. FX2821 FX2821 STATION RECOVERY (1995) FX2821 FX2821'RECOVERY NOTE BY US POWER SQUADRON 1995 FX2821'RECOVERED IN GOOD CONDITION. FX2821 FX2821 STATION RECOVERY (2000) FX2821 FX2821'RECOVERY NOTE BY NC DOT DIV OF HWYS 2000 (RMS) FX2821'RECOVERED IN GOOD CONDITION.