1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EB0159 *********************************************************************** EB0159 CBN - This is a Cooperative Base Network Control Station. EB0159 DESIGNATION - BLA 11 EB0159 PID - EB0159 EB0159 STATE/COUNTY- NC/BLADEN EB0159 USGS QUAD - SINGLETARY LAKE (1986) EB0159 EB0159 *CURRENT SURVEY CONTROL EB0159 ___________________________________________________________________ EB0159* NAD 83(1986)- 34 32 15.15158(N) 078 28 28.89576(W) ADJUSTED EB0159* NAVD 88 - 26.509 (meters) 86.97 (feet) ADJUSTED EB0159 ___________________________________________________________________ EB0159 LAPLACE CORR- -3.69 (seconds) DEFLEC99 EB0159 GEOID HEIGHT- -35.13 (meters) GEOID99 EB0159 DYNAMIC HT - 26.483 (meters) 86.89 (feet) COMP EB0159 MODELED GRAV- 979,671.4 (mgal) NAVD 88 EB0159 EB0159 HORZ ORDER - FIRST EB0159 VERT ORDER - SECOND CLASS II EB0159 EB0159.The North Carolina/South Carolina HARNS have been completed but, EB0159.due to contractual restrictions, coordinates for these stations EB0159.will NOT be published in the near future. In the interim, the EB0159.published coordinates in North and South Carolina will not be EB0159.consistent with the Continuously Operating Reference Stations EB0159.(CORS). The HARN coordinates for these stations are available EB0159.upon request. Contact Gary Thompson(919-733-3836), or Lewis EB0159.Lapine(803-896-7700). EB0159. EB0159.In addition, the published North and South Carolina positions EB0159.(NAD 83 (1986)) are NOT consistent with those determined in EB0159.adjacent state readjustments. The discontinuity between stations EB0159.located in North or South Carolina and those in adjacent states EB0159.which have been adjusted to the HARN may be as much as 5 EB0159.decimeters. This will result in a significant loss of accuracy EB0159.over lines crossing such state borders. EB0159 EB0159 EB0159.The horizontal coordinates were established by GPS observations EB0159.and adjusted by the National Geodetic Survey in November 1996. EB0159 EB0159.The orthometric height was determined by differential leveling EB0159.and adjusted by the National Geodetic Survey in June 1991. EB0159 EB0159.The Laplace correction was computed from DEFLEC99 derived deflections. EB0159 EB0159.The geoid height was determined by GEOID99. EB0159 EB0159.The dynamic height is computed by dividing the NAVD 88 EB0159.geopotential number by the normal gravity value computed on the EB0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB0159.degrees latitude (g = 980.6199 gals.). EB0159 EB0159.The modeled gravity was interpolated from observed gravity values. EB0159 EB0159; North East Units Scale Converg. EB0159;SPC NC - 87,491.417 657,821.093 MT 0.99994970 +0 18 11.5 EB0159;UTM 17 - 3,824,656.862 731,754.396 MT 1.00026207 +1 25 56.5 EB0159 EB0159 SUPERSEDED SURVEY CONTROL EB0159 EB0159 NGVD 29 - 26.802 (m) 87.93 (f) ADJ UNCH 2 2 EB0159 EB0159.Superseded values are not recommended for survey control. EB0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB0159.See file dsdata.txt to determine how the superseded data were derived. EB0159 EB0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU3175424657(NAD 83) EB0159_MARKER: DB = BENCH MARK DISK EB0159_SETTING: 34 = CONCRETE SIGN BASE EB0159_STAMPING: BLA 11 1974 EB0159_MARK LOGO: NCGS EB0159_MAGNETIC: N = NO MAGNETIC MATERIAL EB0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB0159+STABILITY: SURFACE MOTION EB0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB0159+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1995 EB0159 EB0159 HISTORY - Date Condition Report By EB0159 HISTORY - 1974 MONUMENTED NCGS EB0159 HISTORY - 19950202 GOOD NCGS EB0159 EB0159 STATION DESCRIPTION EB0159 EB0159'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 EB0159'8.2 MI N FROM COUNCIL. EB0159'BLA-11 IS LOCATED APPROXIMATELY 9.7 MILES SE OF ELIZABETHTOWN. TO EB0159'REACH STATION FROM CARVERS CROSSROAD (INTERSECTION OF NC 87 AND EB0159'SR 1730) MIDWAY BETWEEN ELIZABETHTOWN, PROCEED NW ALONG NC 87 FOR EB0159'6.60 MILES TO THE INTERSECTION WITH SR 1715, AND STATION ON THE EB0159'NE SIDE OF INTERSECTION IN THE TOP OF A CONCRETE BASE FOR A SIGN EB0159'(NOT ERECTED) IN FRONT OF A WHITE BLOCK BUILDING, 64.4 FT NE OF EB0159'C/L OF NC 87, 23.2 FT WSW OF SOUTH CORNER OF BLOCK BUILDING, AND EB0159'88.6 FT SE OF PP 8690 WITH ALUMINUM REF. TAG. DISK IS SET FLUSH EB0159'IN DRILL HOLE IN CONCRETE SIGN BASE. EB0159 EB0159 STATION RECOVERY (1995) EB0159 EB0159'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) EB0159'RECOVERED BY NCGS IN 1995 IN GOOD CONDITION. STATION IS LOCATED ABOUT EB0159'9.7 MI (15.6 KM) SOUTHEAST OF ELIZABETHTOWN. ALONG NC 87 FOR 10.0 MI EB0159'(16.1 KM) SOUTHEAST FROM US 701 INTERSECTION AT SR 1715 (BLADEN EB0159'SPRINGS ROAD), ON THE NORTHEAST SIDE OF INTERSECTION IN THE TOP OF A EB0159'CONCRETE BASE FOR A SIGN (NOT ERECTED) IN FRONT OF A WHITE BLOCK EB0159'BUILDING. MARK IS LOCATED 64.4 FT (19.6 M) NORTHEAST OF THE CENTERLINE EB0159'OF NC 87, 23.2 FT (7.1 M) WEST-SOUTHWEST OF SOUTH CORNER OF BLOCK EB0159'BUILDING, AND 88.6 FT (27.0 M) SOUTHEAST OF POWER POLE 8690 WITH A EB0159'REFERENCE TAG. DISK IS SET FLUSH IN A DRILL HOLE IN CONCRETE SIGN EB0159'BASE. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EB0092 *********************************************************************** EB0092 CBN - This is a Cooperative Base Network Control Station. EB0092 DESIGNATION - FOLK EB0092 PID - EB0092 EB0092 STATE/COUNTY- NC/BLADEN EB0092 USGS QUAD - WHITE LAKE (1986) EB0092 EB0092 *CURRENT SURVEY CONTROL EB0092 ___________________________________________________________________ EB0092* NAD 83(1986)- 34 44 54.77969(N) 078 25 16.37833(W) ADJUSTED EB0092* NAVD 88 - 25.912 (meters) 85.01 (feet) ADJUSTED EB0092 ___________________________________________________________________ EB0092 LAPLACE CORR- -3.66 (seconds) DEFLEC99 EB0092 GEOID HEIGHT- -35.03 (meters) GEOID99 EB0092 DYNAMIC HT - 25.888 (meters) 84.93 (feet) COMP EB0092 MODELED GRAV- 979,687.2 (mgal) NAVD 88 EB0092 EB0092 HORZ ORDER - FIRST EB0092 VERT ORDER - SECOND CLASS II EB0092 EB0092.The North Carolina/South Carolina HARNS have been completed but, EB0092.due to contractual restrictions, coordinates for these stations EB0092.will NOT be published in the near future. In the interim, the EB0092.published coordinates in North and South Carolina will not be EB0092.consistent with the Continuously Operating Reference Stations EB0092.(CORS). The HARN coordinates for these stations are available EB0092.upon request. Contact Gary Thompson(919-733-3836), or Lewis EB0092.Lapine(803-896-7700). EB0092. EB0092.In addition, the published North and South Carolina positions EB0092.(NAD 83 (1986)) are NOT consistent with those determined in EB0092.adjacent state readjustments. The discontinuity between stations EB0092.located in North or South Carolina and those in adjacent states EB0092.which have been adjusted to the HARN may be as much as 5 EB0092.decimeters. This will result in a significant loss of accuracy EB0092.over lines crossing such state borders. EB0092 EB0092 EB0092.The horizontal coordinates were established by GPS observations EB0092.and adjusted by the National Geodetic Survey in July 1986. EB0092 EB0092.The orthometric height was determined by differential leveling EB0092.and adjusted by the National Geodetic Survey in June 1991. EB0092 EB0092.The Laplace correction was computed from DEFLEC99 derived deflections. EB0092 EB0092.The geoid height was determined by GEOID99. EB0092 EB0092.The dynamic height is computed by dividing the NAVD 88 EB0092.geopotential number by the normal gravity value computed on the EB0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB0092.degrees latitude (g = 980.6199 gals.). EB0092 EB0092.The modeled gravity was interpolated from observed gravity values. EB0092 EB0092; North East Units Scale Converg. EB0092;SPC NC - 110,924.611 662,593.433 MT 0.99991090 +0 20 02.6 EB0092;UTM 17 - 3,848,187.946 736,064.026 MT 1.00028689 +1 28 13.9 EB0092 EB0092: Primary Azimuth Mark Grid Az EB0092:SPC NC - CROMARTIE NCGS 029 10 28.2 EB0092:UTM 17 - CROMARTIE NCGS 028 02 16.9 EB0092 EB0092|---------------------------------------------------------------------| EB0092| PID Reference Object Distance Geod. Az | EB0092| dddmmss.s | EB0092| EB0091 CROMARTIE NCGS APPROX. 1.0 KM 0293030.8 | EB0092|---------------------------------------------------------------------| EB0092 EB0092 SUPERSEDED SURVEY CONTROL EB0092 EB0092 NAD 27 - 34 44 54.16786(N) 078 25 17.36975(W) AD( ) 2 EB0092 NGVD 29 - 26.172 (m) 85.87 (f) ADJ UNCH 2 2 EB0092 EB0092.Superseded values are not recommended for survey control. EB0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB0092.See file dsdata.txt to determine how the superseded data were derived. EB0092 EB0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU3606448188(NAD 83) EB0092_MARKER: DH = HORIZONTAL CONTROL DISK EB0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB0092_STAMPING: FOLK 1973 EB0092_MARK LOGO: NCGS EB0092_MAGNETIC: N = NO MAGNETIC MATERIAL EB0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB0092+STABILITY: SURFACE MOTION EB0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB0092+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1995 EB0092 EB0092 HISTORY - Date Condition Report By EB0092 HISTORY - 1973 MONUMENTED NCGS EB0092 HISTORY - 1974 GOOD NCGS EB0092 HISTORY - 1979 GOOD NCGS EB0092 HISTORY - 1980 GOOD LOCSUR EB0092 HISTORY - 19950202 GOOD NCGS EB0092 EB0092 STATION DESCRIPTION EB0092 EB0092'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EB0092'FOLK IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EB0092'VICINITY OF GARLAND, NORTH CAROLINA. EB0092' EB0092'FOLK IS LOCATED APPROXIMATELY 2.85 MILES SSW OF GARLAND, AND 7.65 EB0092'MILES NE OF WHITE LAKE. STATION IS LOCATED AT THE INTERSECTION OF EB0092'US 701 AND NC 210 SW OF GARLAND, APPROXIMATELY 200 FEET NE OF EB0092'INTERSECTION AND ON NORTH SIDE OF CURBING OF ENTRANCE TO STORE EB0092'FROM US 701. EB0092' EB0092'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FOLK EB0092'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EB0092'INCH BELOW THE SURFACE OF THE GROUND. EB0092' EB0092'MARK IS EB0092' EB0092'39.6 FEET SE OF C/L OF US 701. EB0092'177.3 FEET NE OF C/L OF WEST END OF ISLAND IN NC 210 WITH STOP SIGN. EB0092'99.0 FEET WSW OF TELEPHONE POLE NO. 7 W/ALUMINUM REF. TAG. EB0092'83.4 FEET N OF THE NW (FRONT) CORNER OF FOLK STORE. EB0092'35.1 FEET NNW OF CENTER OF CONCRETE BASE OF SHELL SIGN. EB0092'21.5 FEET N OF 4X4 POST SET IN CONCRETE W/ALUMINUM REF. TAG. EB0092'3.4 FEET ENE OF NORTH EDGE OF CURBING OF DRIVEWAY ENTRANCE. EB0092 EB0092 STATION RECOVERY (1974) EB0092 EB0092'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EB0092'2.8 MI FROM GARLAND. EB0092'FOLK IS LOCATED APPROXIMATELY 7.65 MILES NE OF WHITE LAKE. EB0092'STATION IS LOCATED AT THE INTERSECTION OF US 701 AND NC 210 SW EB0092'OF GARLAND, APPROXIMATELY 200 FT NE OF INTERSECTION AND ON NORTH EB0092'SIDE OF CURBING OF ENTRANCE TO STORE FROM US 701, 39.6 EB0092'FT SE OF C/L OF US 701, 177.3 FT NE OF C/L OF WEST END OF EB0092'ISLAND IN NC 210 WITH STOP SIGN, 99.0 FT WSW OF TELEPHONE POLE EB0092'7 W/ALUMINUM REF. TAG, 83.4 FT N OF THE NW (FRONT) CORNER OF FOLK EB0092'STORE, 35.1 FT NNW OF CENTER OF CONCRETE BASE OF SHELL SIGN, 21.5 EB0092'FT N OF 4 X 4 SIGN POST SET IN CONCRETE W/ALUMINUM REF. TAG, AND EB0092'3.4 FT ENE OF NORTH EDGE OF CURBING OF DRIVEWAY ENTRANCE. DISK EB0092'IS SET IN THE TOP OF A CONCRETE CYLINDER, 1 INCH BELOW THE GROUND. EB0092 EB0092 STATION RECOVERY (1979) EB0092 EB0092'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EB0092'RECOVERED IN GOOD CONDITION. EB0092 EB0092 STATION RECOVERY (1980) EB0092 EB0092'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 EB0092'FOLK 1973 RECOVERED GOOD. EB0092' EB0092'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.85 MI SSW OF GARLAND. EB0092 EB0092 STATION RECOVERY (1995) EB0092 EB0092'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) EB0092'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EB2464 *********************************************************************** EB2464 CBN - This is a Cooperative Base Network Control Station. EB2464 DESIGNATION - JUNCTION EB2464 PID - EB2464 EB2464 STATE/COUNTY- NC/BLADEN EB2464 USGS QUAD - DUBLIN (1987) EB2464 EB2464 *CURRENT SURVEY CONTROL EB2464 ___________________________________________________________________ EB2464* NAD 83(1986)- 34 38 43.52510(N) 078 42 18.74866(W) ADJUSTED EB2464* NAVD 88 - 45.739 (meters) 150.06 (feet) ADJUSTED EB2464 ___________________________________________________________________ EB2464 LAPLACE CORR- -2.87 (seconds) DEFLEC99 EB2464 GEOID HEIGHT- -34.60 (meters) GEOID99 EB2464 DYNAMIC HT - 45.695 (meters) 149.92 (feet) COMP EB2464 MODELED GRAV- 979,668.0 (mgal) NAVD 88 EB2464 EB2464 HORZ ORDER - FIRST EB2464 VERT ORDER - SECOND CLASS II EB2464 EB2464.The North Carolina/South Carolina HARNS have been completed but, EB2464.due to contractual restrictions, coordinates for these stations EB2464.will NOT be published in the near future. In the interim, the EB2464.published coordinates in North and South Carolina will not be EB2464.consistent with the Continuously Operating Reference Stations EB2464.(CORS). The HARN coordinates for these stations are available EB2464.upon request. Contact Gary Thompson(919-733-3836), or Lewis EB2464.Lapine(803-896-7700). EB2464. EB2464.In addition, the published North and South Carolina positions EB2464.(NAD 83 (1986)) are NOT consistent with those determined in EB2464.adjacent state readjustments. The discontinuity between stations EB2464.located in North or South Carolina and those in adjacent states EB2464.which have been adjusted to the HARN may be as much as 5 EB2464.decimeters. This will result in a significant loss of accuracy EB2464.over lines crossing such state borders. EB2464 EB2464 EB2464.The horizontal coordinates were established by classical geodetic methods EB2464.and adjusted by the National Geodetic Survey in July 1986. EB2464 EB2464.The orthometric height was determined by differential leveling EB2464.and adjusted by the National Geodetic Survey in March 2001. EB2464.No vertical observational check was made to the station. EB2464 EB2464.The Laplace correction was computed from DEFLEC99 derived deflections. EB2464 EB2464.The geoid height was determined by GEOID99. EB2464 EB2464.The dynamic height is computed by dividing the NAVD 88 EB2464.geopotential number by the normal gravity value computed on the EB2464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EB2464.degrees latitude (g = 980.6199 gals.). EB2464 EB2464.The modeled gravity was interpolated from observed gravity values. EB2464 EB2464; North East Units Scale Converg. EB2464;SPC NC - 99,370.861 636,625.835 MT 0.99992819 +0 10 12.5 EB2464;UTM 17 - 3,836,118.248 710,322.909 MT 1.00014526 +1 18 18.2 EB2464 EB2464: Primary Azimuth Mark Grid Az EB2464:SPC NC - JUNCTION 1969 AZ MK 1973 090 24 46.7 EB2464:UTM 17 - JUNCTION 1969 AZ MK 1973 089 16 41.0 EB2464 EB2464|---------------------------------------------------------------------| EB2464| PID Reference Object Distance Geod. Az | EB2464| dddmmss.s | EB2464| EB2468 JUNCTION 1969 AZ MK 1973 APPROX. 1.1 KM 0903459.2 | EB2464| EB2452 ELIZABETHTOWN GREENS MUN TANK APPROX. 7.9 KM 1001254.2 | EB2464| EB2453 ELIZABETHTOWN OLD MUN TANK APPROX. 8.9 KM 1022220.0 | EB2464| EB3382 JUNCTION RM 1 28.167 METERS 10239 | EB2464| EB2451 ELIZABETHTOWN COLUMBIAN CO TK APPROX. 7.9 KM 1024156.0 | EB2464| EB3383 JUNCTION RM 2 26.502 METERS 30011 | EB2464| EB2462 DUBLIN MUNICIPAL TANK APPROX. 2.3 KM 3084013.7 | EB2464|---------------------------------------------------------------------| EB2464 EB2464 SUPERSEDED SURVEY CONTROL EB2464 EB2464 NAD 27 - 34 38 42.91007(N) 078 42 19.68640(W) AD( ) 1 EB2464 NGVD 29 - 46.1 (m) 151. (f) VERT ANG EB2464 EB2464.Superseded values are not recommended for survey control. EB2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EB2464.See file dsdata.txt to determine how the superseded data were derived. EB2464 EB2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU1032336118(NAD 83) EB2464_MARKER: DE = TRAVERSE STATION DISK EB2464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EB2464_STAMPING: JUNCTION 1969 EB2464_MARK LOGO: NCGS EB2464_PROJECTION: FLUSH EB2464_MAGNETIC: O = OTHER; SEE DESCRIPTION EB2464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EB2464+STABILITY: SURFACE MOTION EB2464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EB2464+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1997 EB2464 EB2464 HISTORY - Date Condition Report By EB2464 HISTORY - 1969 MONUMENTED CGS EB2464 HISTORY - 1972 GOOD NCGS EB2464 HISTORY - 1980 GOOD LOCSUR EB2464 HISTORY - 19950208 GOOD NCGS EB2464 HISTORY - 19961107 GOOD NCGS EB2464 HISTORY - 19970715 GOOD NCGS EB2464 EB2464 STATION DESCRIPTION EB2464 EB2464'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CLH) EB2464'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTHEAST OF BLADENBORO, 6 EB2464'MILES WEST OF ELIZABETHTOWN, 1 MILE SOUTHEAST OF DUBLIN AND ON EB2464'HIGHWAY RIGHT OF WAY PROPERTY. EB2464' EB2464'TO REACH THE STATION FROM THE BLADEN COUNTY COURTHOUSE IN EB2464'ELIZABETHTOWN, GO WEST AND NORTHWEST ON STATE HIGHWAY 87 FOR EB2464'4.2 MILES TO THE JUNCTION OF STATE HIGHWAY 41. CONTINUE EB2464'NORTHWESTERLY ON HIGHWAYS 41 AND 87 FOR 1.25 MILES TO THE EB2464'AZIMUTH MARK ON THE LEFT. CONTINUE WESTERLY ON HIGHWAYS 41 AND EB2464'87 FOR 0.7 MILE TO WHERE HIGHWAY 87 TURNS RIGHT AND HIGHWAY 41 EB2464'CONTINUES WEST AND THE STATION IS ON THE LEFT AS DESCRIBED. EB2464' EB2464'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS EB2464'FLUSH WITH THE GROUND SURFACE. EB2464' EB2464'STATION MARK, STAMPED JUNCTION 1969 IS 84.5 FEET SOUTH OF EB2464'THE CENTER OF THE WEST BOUND LANE OF HIGHWAY 41, 44 FEET WEST EB2464'OF A SIGN MERGING TRAFFIC, 39 FEET SOUTHWEST OF THE CENTER OF EB2464'THE SOUTHEAST BOUND LANE OF HIGHWAY 87 AND 36 FEET NORTH OF EB2464'THE CENTER OF THE EAST BOUND LANE OF HIGHWAY 41. EB2464' EB2464'RM 1, STAMPED JUNCTION NO 1 1969 IS 50.5 FEET SOUTHEAST OF A SIGN EB2464'MERGING TRAFFIC, 17.5 FEET SOUTHWEST OF THE CENTER OF THE SOUTHEAST EB2464'BOUND LANE OF HIGHWAY 87 AND 15.5 FEET NORTH OF THE CENTER OF THE EB2464'EAST BOUND LANE OF HIGHWAY 41. EB2464' EB2464'RM 2, STAMPED JUNCTION NO 2 1969 IS 80 FEET NORTH OF THE EB2464'CENTER OF THE EAST BOUND LANE OF HIGHWAY 41, 60 FEET WEST OF EB2464'THE CENTER OF THE SOUTHEAST BOUND LANE OF HIGHWAY 87 AND 20 FEET EB2464'SOUTH OF THE CENTER OF THE WEST BOUND LANE OF HIGHWAY 41. EB2464' EB2464'AZ MK, STAMPED JUNCTION 1969 IS 43 FEET SOUTH OF THE CENTER EB2464'OF STATE HIGHWAYS 87 AND 41, 1 FOOT NORTHEAST OF A METAL EB2464'WITNESS POST AND 1 FOOT WEST OF POWER POLE NUMBER 134. EB2464' EB2464'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. EB2464 EB2464 STATION RECOVERY (1972) EB2464 EB2464'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (FS) EB2464'JUNCTION GOOD AS DESCRIBED. EB2464' EB2464'RM 1 GOOD AS DESCRIBED. EB2464' EB2464'RM 2 GOOD AS DESCRIBED. EB2464' EB2464'AZ. MARK GOOD AS DESCRIBED. EB2464 EB2464 STATION RECOVERY (1980) EB2464 EB2464'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 EB2464'JUNCTION 1969 RECOVERED GOOD. EB2464' EB2464'JUNCTION AZ. 1969 RECOVERED GOOD. EB2464' EB2464'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MI SE OF DUBLIN. EB2464 EB2464 STATION RECOVERY (1995) EB2464 EB2464'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) EB2464'RECOVERED BY NCGS IN 1995. THE STATION, REFERENCE MARK 1, REFERENCE EB2464'MARK 2, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION. STATION EB2464'IS ABOUT 8.5 MI (13.7 KM) NORTHEAST OF BLADENBORO, 6 MI (9.7 KM) WEST EB2464'OF ELIZABETHTOWN, 1.0 MI (1.6 KM) SOUTHEAST OF DUBLIN AND ON HIGHWAY EB2464'RIGHT-OF-WAY PROPERTY. PROCEED ALONG NC 87 FOR 4.2 MI (6.8 KM) WEST EB2464'FROM THE BLADEN COUNTY COURTHOUSE IN ELIZABETHTOWN TO NC 41, THENCE EB2464'CONTINUE ALONG NC 87 AND NC 41 FOR 1.25 MI (2.01 KM) NORTHWEST TO THE EB2464'AZIMUTH MARK ON THE LEFT. CONTINUE ALONG NC 87 AND NC 41 FOR 0.7 MI EB2464'(1.1 KM) WEST TO WHERE NC 87 TURNS RIGHT AND NC 41 CONTINUES WEST AND EB2464'THE STATION ON THE LEFT. MARK IS FLUSH WITH THE GROUND. LOCATED 81.0 EB2464'FT (24.7 M) SOUTH-SOUTHEAST OF THE CENTERLINE INTERSECTION OF NC 41 EB2464'WEST AND NC 87 EAST, 38 FT (11.6 M) SOUTHWEST OF THE CENTER OF THE EB2464'SOUTHEAST BOUND LANE OF NC 87, 37.5 FT (11.4 M) NORTH OF THE CENTER OF EB2464'THE EAST BOUND LANE OF NC 41, AND 57.0 FT (17.4 M) SOUTHEAST OF A EB2464'SIGNAL LIGHT POLE WITH A REFERENCE TAG. REFERENCE MARK 1, EB2464'STAMPED---JUNCTION NO 1 1969---IS 18.7 FT (5.7 M) SOUTHWEST OF THE EB2464'CENTER OF THE SOUTHEAST BOUND LANE OF NC 87, 15.5 FT (4.7 M) NORTH OF EB2464'THE CENTER OF THE EAST BOUND LANE OF NC 41, AND 92.41 FT (28.17 M) EB2464'EAST OF THE STATION MARK. REFERENCE MARK 2, STAMPED---JUNCTION NO 2 EB2464'1969---IS 82.1 FT (25.0 M) NORTH OF THE CENTER OF THE EAST BOUND LANE EB2464'OF NC 41, 43.0 FT (13.1 M) WEST OF THE CENTER OF THE SOUTHEAST BOUND EB2464'LANE OF NC 87, 21.0 FT (6.4 M) SOUTH OF THE CENTER OF THE WEST BOUND EB2464'LANE OF NC 41, 97.4 FT (29.7 M) WEST-SOUTHWEST OF A SIGNAL LIGHT POLE EB2464'WITH A REFERENCE TAG, AND 86.95 FT (26.50 M) NORTHWEST OF THE STATION EB2464'MARK. AZIMUTH MARK, STAMPED---JUNCTION 1969---IS 43 FT (13.1 M) SOUTH EB2464'OF THE CENTERLINE OF NC 87 AND NC 41, 1 FT (0.3 M) NORTHEAST OF A EB2464'METAL WITNESS POST AND 2.5 FT (0.8 M) WEST OF POWER POLE NUMBER 143 EB2464'CU76AP. EB2464 EB2464 STATION RECOVERY (1996) EB2464 EB2464'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) EB2464'RECOVERED AS DESCRIBED. EB2464 EB2464 STATION RECOVERY (1997) EB2464 EB2464'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG) EB2464'RECOVERED AS DESCRIBED.