1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AA5543 *********************************************************************** AA5543 CBN - This is a Cooperative Base Network Control Station. AA5543 DESIGNATION - 27 EG 1 AA5543 PID - AA5543 AA5543 STATE/COUNTY- NC/BUNCOMBE AA5543 USGS QUAD - DUNSMORE MOUNTAIN (1967) AA5543 AA5543 *CURRENT SURVEY CONTROL AA5543 ___________________________________________________________________ AA5543* NAD 83(1986)- 35 29 55.04930(N) 082 43 58.11473(W) ADJUSTED AA5543* NAVD 88 - 702.48 (meters) 2304.7 (feet) LEVELING AA5543 ___________________________________________________________________ AA5543 LAPLACE CORR- -5.83 (seconds) DEFLEC99 AA5543 GEOID HEIGHT- -29.45 (meters) GEOID99 AA5543 AA5543 HORZ ORDER - FIRST AA5543 VERT ORDER - THIRD ? AA5543 AA5543.The North Carolina/South Carolina HARNS have been completed but, AA5543.due to contractual restrictions, coordinates for these stations AA5543.will NOT be published in the near future. In the interim, the AA5543.published coordinates in North and South Carolina will not be AA5543.consistent with the Continuously Operating Reference Stations AA5543.(CORS). The HARN coordinates for these stations are available AA5543.upon request. Contact Gary Thompson(919-733-3836), or Lewis AA5543.Lapine(803-896-7700). AA5543. AA5543.In addition, the published North and South Carolina positions AA5543.(NAD 83 (1986)) are NOT consistent with those determined in AA5543.adjacent state readjustments. The discontinuity between stations AA5543.located in North or South Carolina and those in adjacent states AA5543.which have been adjusted to the HARN may be as much as 5 AA5543.decimeters. This will result in a significant loss of accuracy AA5543.over lines crossing such state borders. AA5543 AA5543 AA5543.The horizontal coordinates were established by GPS observations AA5543.and adjusted by the National Geodetic Survey in September 1994. AA5543 AA5543.The orthometric height was determined by differential leveling. AA5543.The vertical network tie was performed by a horz. field party for horz. AA5543.obs reductions. Reset procedures were used to establish the elevation. AA5543 AA5543.The Laplace correction was computed from DEFLEC99 derived deflections. AA5543 AA5543.The geoid height was determined by GEOID99. AA5543 AA5543; North East Units Scale Converg. AA5543;SPC NC - 200,341.902 271,039.716 MT 0.99988184 -2 09 16.1 AA5543;UTM 17 - 3,929,721.228 342,835.574 MT 0.99990440 -1 00 23.1 AA5543 AA5543 SUPERSEDED SURVEY CONTROL AA5543 AA5543 NGVD 29 - 702.52 (m) 2304.9 (f) LEVELING 3 AA5543 AA5543.Superseded values are not recommended for survey control. AA5543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA5543.See file dsdata.txt to determine how the superseded data were derived. AA5543 AA5543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4283629721(NAD 83) AA5543_MARKER: DH = HORIZONTAL CONTROL DISK AA5543_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND AA5543_STAMPING: 27 EG 1 1971 AA5543_MARK LOGO: NCSHC AA5543_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AA5543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AA5543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA5543+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1995 AA5543 AA5543 HISTORY - Date Condition Report By AA5543 HISTORY - 1971 MONUMENTED NCSHC AA5543 HISTORY - 19910325 GOOD NCGS AA5543 HISTORY - 19950202 GOOD NCGS AA5543 HISTORY - 19950816 GOOD NCGS AA5543 AA5543 STATION DESCRIPTION AA5543 AA5543'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC) AA5543'RECOVERED AS DESCRIBED. AA5543 AA5543 STATION RECOVERY (1995) AA5543 AA5543'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC) AA5543'RECOVERED AS DESCRIBED. AA5543 AA5543 STATION RECOVERY (1995) AA5543 AA5543'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC) AA5543'RECOVERED AS DESCRIBED. AA5543'STATION IS LOCATED 12.3 MI (19.8 KM) WEST-SOUTHWEST OF ASHEVILLE AND AA5543'3.5 MI (5.6 KM) SOUTHWEST OF CHANDLER IN THE SOUTH HOMINY COMMUNITY. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 FB0873 *********************************************************************** FB0873 CBN - This is a Cooperative Base Network Control Station. FB0873 DESIGNATION - K 138 FB0873 PID - FB0873 FB0873 STATE/COUNTY- NC/BUNCOMBE FB0873 USGS QUAD - MARS HILL (1990) FB0873 FB0873 *CURRENT SURVEY CONTROL FB0873 ___________________________________________________________________ FB0873* NAD 83(1986)- 35 47 29.59087(N) 082 32 19.66020(W) ADJUSTED FB0873* NAVD 88 - 602.69 (meters) 1977.3 (feet) GPS OBS FB0873 ___________________________________________________________________ FB0873 LAPLACE CORR- 1.54 (seconds) DEFLEC99 FB0873 GEOID HEIGHT- -30.20 (meters) GEOID99 FB0873 FB0873 HORZ ORDER - FIRST FB0873 VERT ORDER - ? (See Below) FB0873 FB0873.The North Carolina/South Carolina HARNS have been completed but, FB0873.due to contractual restrictions, coordinates for these stations FB0873.will NOT be published in the near future. In the interim, the FB0873.published coordinates in North and South Carolina will not be FB0873.consistent with the Continuously Operating Reference Stations FB0873.(CORS). The HARN coordinates for these stations are available FB0873.upon request. Contact Gary Thompson(919-733-3836), or Lewis FB0873.Lapine(803-896-7700). FB0873. FB0873.In addition, the published North and South Carolina positions FB0873.(NAD 83 (1986)) are NOT consistent with those determined in FB0873.adjacent state readjustments. The discontinuity between stations FB0873.located in North or South Carolina and those in adjacent states FB0873.which have been adjusted to the HARN may be as much as 5 FB0873.decimeters. This will result in a significant loss of accuracy FB0873.over lines crossing such state borders. FB0873 FB0873 FB0873.The horizontal coordinates were established by GPS observations FB0873.and adjusted by the National Geodetic Survey in September 1994. FB0873 FB0873.The orthometric height was determined by GPS observations and a FB0873.high-resolution geoid model using precise GPS observation and FB0873.processing techniques. FB0873.The vertical order pertains to the superseded datum. FB0873 FB0873.The Laplace correction was computed from DEFLEC99 derived deflections. FB0873 FB0873.The geoid height was determined by GEOID99. FB0873 FB0873; North East Units Scale Converg. FB0873;SPC NC - 232,174.510 289,787.245 MT 0.99991687 -2 02 33.0 FB0873;UTM 17 - 3,961,921.279 360,942.729 MT 0.99983828 -0 54 00.3 FB0873 FB0873 SUPERSEDED SURVEY CONTROL FB0873 FB0873 NGVD 29 - 602.787 (m) 1977.64 (f) ADJ UNCH ? FB0873 FB0873.Superseded values are not recommended for survey control. FB0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB0873.See file dsdata.txt to determine how the superseded data were derived. FB0873 FB0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6094361921(NAD 83) FB0873_MARKER: DB = BENCH MARK DISK FB0873_SETTING: 38 = BRIDGE ABUTMENT FB0873_STAMPING: K 138 1935 FB0873_MARK LOGO: CGS FB0873_MAGNETIC: N = NO MAGNETIC MATERIAL FB0873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FB0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FB0873+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1998 FB0873 FB0873 HISTORY - Date Condition Report By FB0873 HISTORY - 1935 MONUMENTED CGS FB0873 HISTORY - 1955 GOOD NGS FB0873 HISTORY - 19911106 GOOD NCGS FB0873 HISTORY - 19950124 GOOD NCGS FB0873 HISTORY - 19980406 GOOD NCGS FB0873 FB0873 STATION DESCRIPTION FB0873 FB0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 FB0873'3 MI SE FROM MARS HILL. FB0873'IN BUNCOMBE COUNTY, 3.0 MILES SOUTHEAST ALONG STATE HIGHWAY FB0873'36A AND U.S. HIGHWAY 19 AND 23 FROM MARS HILL, MADISON COUNTY, FB0873'1.0 MILE SOUTHWEST OF THE NORTH JUNCTION OF THE HIGHWAYS, AT FB0873'FORKS OF IVY, ON THE NORTH BANK OF IVY CREEK, 175 FEET WEST OF A FB0873'BAPTIST CHURCH, 150 FEET SOUTHWEST OF THE C.A. MC CLAIN STORE, FB0873'40 FEET WEST OF THE JUNCTION OF THE HOBSON ROAD, 5 FEET NORTHWEST FB0873'OF THE HIGHWAY, 3 FEET SOUTHWEST OF THE MADISON-BUNCOMBE COUNTY FB0873'LINE, AT A CONCRETE HIGHWAY BRIDGE, AND IN THE NORTHWEST END FB0873'OF THE NORTHEAST ABUTMENT. A STANDARD DISK, STAMPED K 138 1935. FB0873 FB0873 STATION RECOVERY (1991) FB0873 FB0873'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 FB0873'RECOVERED IN GOOD CONDITION. FB0873 FB0873 STATION RECOVERY (1995) FB0873 FB0873'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC) FB0873'RECOVERED AS DESCRIBED. FB0873 FB0873 STATION RECOVERY (1998) FB0873 FB0873'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC) FB0873'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 FB0035 *********************************************************************** FB0035 CBN - This is a Cooperative Base Network Control Station. FB0035 DESIGNATION - K 180 FB0035 PID - FB0035 FB0035 STATE/COUNTY- NC/BUNCOMBE FB0035 USGS QUAD - BLACK MOUNTAIN (1994) FB0035 FB0035 *CURRENT SURVEY CONTROL FB0035 ___________________________________________________________________ FB0035* NAD 83(1986)- 35 36 28.22409(N) 082 20 52.35448(W) ADJUSTED FB0035* NAVD 88 - 696.876 (meters) 2286.33 (feet) ADJUSTED FB0035 ___________________________________________________________________ FB0035 LAPLACE CORR- -4.91 (seconds) DEFLEC99 FB0035 GEOID HEIGHT- -30.27 (meters) GEOID99 FB0035 DYNAMIC HT - 696.156 (meters) 2283.97 (feet) COMP FB0035 MODELED GRAV- 979,576.6 (mgal) NAVD 88 FB0035 FB0035 HORZ ORDER - FIRST FB0035 VERT ORDER - FIRST CLASS I FB0035 FB0035.The North Carolina/South Carolina HARNS have been completed but, FB0035.due to contractual restrictions, coordinates for these stations FB0035.will NOT be published in the near future. In the interim, the FB0035.published coordinates in North and South Carolina will not be FB0035.consistent with the Continuously Operating Reference Stations FB0035.(CORS). The HARN coordinates for these stations are available FB0035.upon request. Contact Gary Thompson(919-733-3836), or Lewis FB0035.Lapine(803-896-7700). FB0035. FB0035.In addition, the published North and South Carolina positions FB0035.(NAD 83 (1986)) are NOT consistent with those determined in FB0035.adjacent state readjustments. The discontinuity between stations FB0035.located in North or South Carolina and those in adjacent states FB0035.which have been adjusted to the HARN may be as much as 5 FB0035.decimeters. This will result in a significant loss of accuracy FB0035.over lines crossing such state borders. FB0035 FB0035 FB0035.The horizontal coordinates were established by GPS observations FB0035.and adjusted by the National Geodetic Survey in September 1994. FB0035 FB0035.The orthometric height was determined by differential leveling FB0035.and adjusted by the National Geodetic Survey in June 1991. FB0035.WARNING-GPS observations at this control monument resulted in a GPS FB0035.derived orthometric height which differed from the leveled height by FB0035.more than one decimeter (0.1 meter). FB0035 FB0035.The Laplace correction was computed from DEFLEC99 derived deflections. FB0035 FB0035.The geoid height was determined by GEOID99. FB0035 FB0035.The dynamic height is computed by dividing the NAVD 88 FB0035.geopotential number by the normal gravity value computed on the FB0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FB0035.degrees latitude (g = 980.6199 gals.). FB0035 FB0035.The modeled gravity was interpolated from observed gravity values. FB0035 FB0035; North East Units Scale Converg. FB0035;SPC NC - 211,205.990 306,347.269 MT 0.99989184 -1 55 56.3 FB0035;UTM 17 - 3,941,289.778 377,916.870 MT 0.99978366 -0 47 05.6 FB0035 FB0035 SUPERSEDED SURVEY CONTROL FB0035 FB0035 NAD 83(1986)- 35 36 28.22212(N) 082 20 52.35436(W) AD( ) 2 FB0035 NAD 27 - 35 36 27.81280(N) 082 20 52.91265(W) AD( ) 2 FB0035 NGVD 29 - 696.966 (m) 2286.63 (f) ADJ UNCH 1 1 FB0035 FB0035.Superseded values are not recommended for survey control. FB0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FB0035.See file dsdata.txt to determine how the superseded data were derived. FB0035 FB0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7791741290(NAD 83) FB0035_MARKER: DB = BENCH MARK DISK FB0035_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+) FB0035_STAMPING: K 180 1967 FB0035_MARK LOGO: CGS FB0035_MAGNETIC: I = MARKER IS A STEEL ROD FB0035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FB0035+STABILITY: POSITION/ELEVATION WELL FB0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FB0035+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1998 FB0035 FB0035 HISTORY - Date Condition Report By FB0035 HISTORY - 1967 MONUMENTED CGS FB0035 HISTORY - 1967 GOOD CGS FB0035 HISTORY - 1974 GOOD LOCSUR FB0035 HISTORY - 19911105 GOOD NCGS FB0035 HISTORY - 19950130 GOOD NCGS FB0035 HISTORY - 19980209 GOOD NCGS FB0035 FB0035 STATION DESCRIPTION FB0035 FB0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC) FB0035'MARK IS LOCATED 300 FEET SW OF STATION IN SW QUADRANT OF GRADE FB0035'CROSSING OF SOUTHERN RAILROAD AND PAVED DRIVEWAY TO RADIO STATION FB0035'WFGW. 27.0 FEET SOUTH OF SOUTH RAIL OF RAILROAD TRACK, 76.0 FEET FB0035'WEST OF C/L OF PAVED DRIVEWAY, 87.0 FEET NORTH OF NORTH FACE OF FB0035'RADIO STATION BUILDING, 2.5 FEET WEST OF FIRST PP WEST OF FB0035'DRIVEWAY, AND 0.8 FEET SOUTH OF METAL WITNESS POST. STATION IS A FB0035'USC AND GS BENCH MARK DISK SET ON TOP OF A 5/8 INCH ROD FB0035'ENCASED IN A 5 INCH IRON PIPE WHICH PROJECTS 3 INCHES ABOVE FB0035'THE GROUND. FB0035 FB0035 STATION RECOVERY (1967) FB0035 FB0035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 FB0035'1.7 MI W FROM BLACK MOUNTAIN. FB0035'ABOUT 1.7 MILES WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FB0035'FROM THE STATION AT BLACK MOUNTAIN, OR ABOUT 2.85 MILES EAST FB0035'ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FROM THE STATION AT FB0035'SWANNANOA, 5 RAILS EAST OF MILEPOST 127, 1 1/2 RAILS WEST OF THE FB0035'CROSSING OF THE RAILROAD AND A ROAD, 27 FEET SOUTH OF THE SOUTH FB0035'RAIL OF THE TRACK, 87 FEET NORTH OF THE NORTH SIDE OF THE BUILDING FB0035'WHICH IS OCCUPIED BY RADIO STATION WFGW, 76 FEET WEST OF THE FB0035'CENTERLINE OF THE ENTRANCE ROAD TO THE RADIO STATION, 2 1/2 FEET FB0035'WEST OF THE FIRST POLE WEST OF THE ENTRANCE TO THE BUILDING, 0.8 FB0035'FOOT SOUTH OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW FB0035'THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED FB0035'ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND IS ENCASED IN A FB0035'5-INCH IRON PIPE WHICH PROJECTS 3 INCHES. FB0035 FB0035 STATION RECOVERY (1974) FB0035 FB0035'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 FB0035'RECOVERED IN GOOD CONDITION. FB0035 FB0035 STATION RECOVERY (1991) FB0035 FB0035'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 FB0035'RECOVERED IN GOOD CONDITION. FB0035 FB0035 STATION RECOVERY (1995) FB0035 FB0035'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC) FB0035'RECOVERED AS DESCRIBED. FB0035 FB0035 STATION RECOVERY (1998) FB0035 FB0035'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC) FB0035'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AA5656 *********************************************************************** AA5656 CBN - This is a Cooperative Base Network Control Station. AA5656 DESIGNATION - PLEMMONS AA5656 PID - AA5656 AA5656 STATE/COUNTY- NC/BUNCOMBE AA5656 USGS QUAD - ENKA (1990) AA5656 AA5656 *CURRENT SURVEY CONTROL AA5656 ___________________________________________________________________ AA5656* NAD 83(1986)- 35 37 29.92697(N) 082 42 09.86710(W) ADJUSTED AA5656* NAVD 88 - 673.1 (meters) 2208. (feet) GPS OBS AA5656 ___________________________________________________________________ AA5656 LAPLACE CORR- -4.02 (seconds) DEFLEC99 AA5656 GEOID HEIGHT- -29.75 (meters) GEOID99 AA5656 AA5656 HORZ ORDER - FIRST AA5656 AA5656.The North Carolina/South Carolina HARNS have been completed but, AA5656.due to contractual restrictions, coordinates for these stations AA5656.will NOT be published in the near future. In the interim, the AA5656.published coordinates in North and South Carolina will not be AA5656.consistent with the Continuously Operating Reference Stations AA5656.(CORS). The HARN coordinates for these stations are available AA5656.upon request. Contact Gary Thompson(919-733-3836), or Lewis AA5656.Lapine(803-896-7700). AA5656. AA5656.In addition, the published North and South Carolina positions AA5656.(NAD 83 (1986)) are NOT consistent with those determined in AA5656.adjacent state readjustments. The discontinuity between stations AA5656.located in North or South Carolina and those in adjacent states AA5656.which have been adjusted to the HARN may be as much as 5 AA5656.decimeters. This will result in a significant loss of accuracy AA5656.over lines crossing such state borders. AA5656 AA5656 AA5656.The horizontal coordinates were established by GPS observations AA5656.and adjusted by the National Geodetic Survey in September 1994. AA5656 AA5656.The orthometric height was determined by GPS observations and a AA5656.high-resolution geoid model. AA5656 AA5656.The Laplace correction was computed from DEFLEC99 derived deflections. AA5656 AA5656.The geoid height was determined by GEOID99. AA5656 AA5656; North East Units Scale Converg. AA5656;SPC NC - 214,247.627 274,288.381 MT 0.99989374 -2 08 13.6 AA5656;UTM 17 - 3,943,689.332 345,805.367 MT 0.99989299 -0 59 31.2 AA5656 AA5656: Primary Azimuth Mark Grid Az AA5656:SPC NC - OLDFOUND 354 37 35.1 AA5656:UTM 17 - OLDFOUND 353 28 52.7 AA5656 AA5656|---------------------------------------------------------------------| AA5656| PID Reference Object Distance Geod. Az | AA5656| dddmmss.s | AA5656| AA5646 OLDFOUND APPROX. 0.5 KM 3522921.5 | AA5656|---------------------------------------------------------------------| AA5656 AA5656 SUPERSEDED SURVEY CONTROL AA5656 AA5656 NGVD 29 - 673.0 (m) 2208. (f) GPS OBS AA5656 AA5656.Superseded values are not recommended for survey control. AA5656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA5656.See file dsdata.txt to determine how the superseded data were derived. AA5656 AA5656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4580543689(NAD 83) AA5656_MARKER: DH = HORIZONTAL CONTROL DISK AA5656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA5656_STAMPING: PLEMMONS 1991 AA5656_MARK LOGO: NCGS AA5656_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AA5656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA5656+STABILITY: SURFACE MOTION AA5656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA5656+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1995 AA5656 AA5656 HISTORY - Date Condition Report By AA5656 HISTORY - 1991 MONUMENTED NCGS AA5656 HISTORY - 19950202 GOOD NCGS AA5656 AA5656 STATION DESCRIPTION AA5656 AA5656'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC) AA5656'STATION IS LOCATED ABOUT 2.1 MI (3.4 KM) SOUTH OF LEICESTER AND 9.0 MI AA5656'(14.5 KM) WEST-NORTHWEST OF ASHEVILLE. ALONG SR 1004 (NEWFOUND ROAD) AA5656'FOR 3.0 MI (4.8 KM) WEST FROM NC 63 (AT GEORGETOWN) TO SR 1378 (OLD AA5656'NEWFOUND ROAD), 182 FEET NORTHEAST AT TOP OF CUT. MARK IS ABOUT 5 FEET AA5656'HIGHER THAN ROAD AND FLUSH WITH GROUND. LOCATED 29.8 FT (9.1 M) AA5656'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 78.0 FT (23.8 M) AA5656'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF BRICK HOUSE (ACROSS ROAD), AA5656'181.8 FT (55.4 M) NORTHEAST OF TELEPHONE PEDESTAL AT INTERSECTION AA5656'(ACROSS ROAD), 0.7 FT (0.2 M) NORTHWEST OF A WITNESS POST AND 111.8 FT AA5656'(34.1 M) EAST-NORTHEAST OF A UTILITY POLE (ACROSS ROAD)WITH A AA5656'REFERENCE TAG. AA5656 AA5656 STATION RECOVERY (1995) AA5656 AA5656'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC) AA5656'RECOVERED AS DESCRIBED.