1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EZ5503 *********************************************************************** EZ5503 PACS - This is a Primary Airport Control Station. EZ5503 DESIGNATION - ASHEPORT EZ5503 PID - EZ5503 EZ5503 STATE/COUNTY- NC/RANDOLPH EZ5503 USGS QUAD - FARMER (1994) EZ5503 EZ5503 *CURRENT SURVEY CONTROL EZ5503 ___________________________________________________________________ EZ5503* NAD 83(2001)- 35 39 12.88058(N) 079 53 39.38010(W) ADJUSTED EZ5503* NAVD 88 - 199.978 (meters) 656.09 (feet) ADJUSTED EZ5503 ___________________________________________________________________ EZ5503 X - 910,424.687 (meters) COMP EZ5503 Y - -5,108,137.225 (meters) COMP EZ5503 Z - 3,697,125.879 (meters) COMP EZ5503 LAPLACE CORR- 0.30 (seconds) DEFLEC99 EZ5503 ELLIP HEIGHT- 169.73 (meters) (02/10/03) GPS OBS EZ5503 GEOID HEIGHT- -30.26 (meters) GEOID99 EZ5503 DYNAMIC HT - 199.807 (meters) 655.53 (feet) COMP EZ5503 MODELED GRAV- 979,773.5 (mgal) NAVD 88 EZ5503 EZ5503 HORZ ORDER - B EZ5503 VERT ORDER - SECOND CLASS II EZ5503 ELLP ORDER - FOURTH CLASS II EZ5503 EZ5503.This mark is at Asheboro Airport (W44) EZ5503 EZ5503.The North Carolina/South Carolina HARNS have been completed but, EZ5503.due to contractual restrictions, coordinates for these stations EZ5503.will NOT be published in the near future. In the interim, the EZ5503.published coordinates in North and South Carolina will not be EZ5503.consistent with the Continuously Operating Reference Stations EZ5503.(CORS). The HARN coordinates for these stations are available EZ5503.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ5503.Lapine(803-896-7700). EZ5503. EZ5503.In addition, the published North and South Carolina positions EZ5503.(NAD 83 (1986)) are NOT consistent with those determined in EZ5503.adjacent state readjustments. The discontinuity between stations EZ5503.located in North or South Carolina and those in adjacent states EZ5503.which have been adjusted to the HARN may be as much as 5 EZ5503.decimeters. This will result in a significant loss of accuracy EZ5503.over lines crossing such state borders. EZ5503 EZ5503 EZ5503.The horizontal coordinates were established by GPS observations EZ5503.and adjusted by the National Geodetic Survey in February 2003. EZ5503.This is a SPECIAL STATUS position. See SPECIAL STATUS under the EZ5503.DATUM ITEM on the data sheet items page. EZ5503 EZ5503.The orthometric height was determined by differential leveling EZ5503.and adjusted by the National Geodetic Survey in March 2001. EZ5503.No vertical observational check was made to the station. EZ5503 EZ5503.The X, Y, and Z were computed from the position and the ellipsoidal ht. EZ5503 EZ5503.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5503 EZ5503.The ellipsoidal height was determined by GPS observations EZ5503.and is referenced to NAD 83. EZ5503 EZ5503.The geoid height was determined by GEOID99. EZ5503 EZ5503.The dynamic height is computed by dividing the NAVD 88 EZ5503.geopotential number by the normal gravity value computed on the EZ5503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5503.degrees latitude (g = 980.6199 gals.). EZ5503 EZ5503.The modeled gravity was interpolated from observed gravity values. EZ5503 EZ5503; North East Units Scale Converg. EZ5503;SPC NC - 211,530.808 528,628.601 MT 0.99989711 -0 30 58.1 EZ5503;UTM 17 - 3,946,089.296 600,092.645 MT 0.99972345 +0 38 40.4 EZ5503 EZ5503: Primary Azimuth Mark Grid Az EZ5503:SPC NC - ASHEPORT AZ MK 017 17 24.1 EZ5503:UTM 17 - ASHEPORT AZ MK 016 07 45.6 EZ5503 EZ5503|---------------------------------------------------------------------| EZ5503| PID Reference Object Distance Geod. Az | EZ5503| dddmmss.s | EZ5503| EZ5506 ASHEPORT AZ MK APPROX. 0.7 KM 0164626.0 | EZ5503| AI2995 W 44 A 483.041 METERS 2203131.0 | EZ5503|---------------------------------------------------------------------| EZ5503 EZ5503 SUPERSEDED SURVEY CONTROL EZ5503 EZ5503 NAD 83(1995)- 35 39 12.88086(N) 079 53 39.37983(W) AD( ) B EZ5503 NAD 83(1986)- 35 39 12.88692(N) 079 53 39.39156(W) AD( ) 1 EZ5503 NAD 83(1986)- 35 39 12.88390(N) 079 53 39.37615(W) AD( ) 3 EZ5503 NAD 27 - 35 39 12.37873(N) 079 53 40.23931(W) AD( ) 3 EZ5503 NGVD 29 - 200.2 (m) 657. (f) GPS OBS EZ5503 EZ5503.Superseded values are not recommended for survey control. EZ5503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5503.See file dsdata.txt to determine how the superseded data were derived. EZ5503 EZ5503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0009346089(NAD 83) EZ5503_MARKER: DH = HORIZONTAL CONTROL DISK EZ5503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5503_STAMPING: ASHEPORT 1986 EZ5503_MARK LOGO: NGS EZ5503_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5503+STABILITY: SURFACE MOTION EZ5503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5503+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2000 EZ5503 EZ5503 HISTORY - Date Condition Report By EZ5503 HISTORY - 1986 MONUMENTED NGS EZ5503 HISTORY - 19890503 GOOD NCGS EZ5503 HISTORY - 19920215 GOOD NCGS EZ5503 HISTORY - 19961118 GOOD NCGS EZ5503 HISTORY - 20000111 GOOD NCGS EZ5503 EZ5503 STATION DESCRIPTION EZ5503 EZ5503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (MRM) EZ5503'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) EZ5503'SOUTHWEST OF ASHEBORO, AT THE ASHEBORO MUNICIPAL AIRPORT, ON THE EZ5503'EAST SIDE OF THE RUNWAY NEAR THE WINDSOCK AND APRON. EZ5503'OWNERSHIP--CITY OF ASHEBORO, MR. DAVID BULLARD - AIRPORT MANAGER, EZ5503'P.O. BOX 2472, ASHEBORO NC, PHONE 919-629-3100. EZ5503' EZ5503'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE EZ5503'HIGHWAY 49 WHICH IS AT THE SOUTHWEST SIDE OF ASHEBORO, GO EZ5503'SOUTHWEST FOR 5.1 KM (3.15 MI) ON HIGHWAY 49 TO A PAVED ROAD LEFT EZ5503'(SR 1163). EZ5503'TURN LEFT AND GO SOUTH-SOUTHWEST FOR 2.3 KM (1.4 MI) ON THE PAVED EZ5503'ROAD TO A PAVED ROAD (SR 1197). EZ5503'TURN RIGHT AND GO NORTHWEST FOR 0.6 KM (0.4 MI) ON THE PAVED ROAD EZ5503'TO THE AIRPORT ENTRANCE ON THE RIGHT. EZ5503'TURN RIGHT AND GO NORTH FOR 0.2 KM (0.1 MI) ON THE PAVED AND EZ5503'GRAVELED DRIVEWAY TO A GATE AND OPERATIONS BUILDING ON THE RIGHT. EZ5503'PASS THRU GATE AND GO NORTHWEST FOR 0.2 KM (0.1 MI) ACROSS APRON EZ5503'AND PLANE PARKING LOT TO THE WINDSOCK AND THE STATION. EZ5503' EZ5503'THE STATION IS A STANDARD NGS DISK EZ5503'STAMPED---ASHEPORT 1986---, EZ5503'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ5503'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ5503'19.96 METERS (65.5 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER EZ5503'OF THE TAXIWAY, EZ5503'16.46 METERS (54.0 FT) SOUTH-SOUTHWEST FROM THE WINDSOCK, EZ5503'13.72 METERS (45.0 FT) NORTH-NORTHEAST FROM THE APPROXIMATE CENTER EZ5503'OF THE RAMP, EZ5503'13.41 METERS (44.0 FT) WEST-NORTHWEST FROM THE EDGE OF APRON AND EZ5503'PLANE PARKING LOT AND EZ5503'4.72 METERS (15.5 FT) NORTH FROM A RAMP MARKER LIGHT. EZ5503'THE UNDERGROUND MARK IS A STANDARD NGS DISK EZ5503'STAMPED---ASHEPORT 1986---, EZ5503'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE. EZ5503' EZ5503'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK EZ5503'STAMPED---ASHEPORT 1986---, EZ5503'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ5503'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ5503'41.30 METERS (135.5 FT) NORTH-NORTHEAST FROM A VASI LIGHT, EZ5503'23.16 METERS (76.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE EZ5503'SOUTH ENTRANCE OF THE TURNAROUND, EZ5503'26.82 METERS (88.0 FT) SOUTHWEST FROM THE SOUTH END OF A 30-INCH EZ5503'DRAINAGE CULVERT, EZ5503'22.80 METERS (74.8 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER EZ5503'OF RUNWAY 21 AND EZ5503'8.53 METERS (28.0 FT) EAST-SOUTHEAST FROM A RUNWAY MARKER LIGHT. EZ5503'TO REACH THE AZIMUTH FROM THE STATION, EZ5503'GO NORTH FOR 0.6 KM (0.4 MI) ALONG THE EAST SIDE OF THE RUNWAY TO A EZ5503'TURNAROUND AND THE STATION. EZ5503'THE UNDERGROUND MARK IS A STANDARD NGS DISK EZ5503'STAMPED---ASHEPORT 1986---, EZ5503'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE. EZ5503' EZ5503'NO REFERENCE MARKS WERE SET AT THIS TIME. EZ5503' EZ5503'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY, EZ5503'MARCH 1986. EZ5503' EZ5503'THIS STATION SUITABLE FOR GPS SURVEYS. EZ5503' EZ5503'DESCRIBED BY K.R. WALLACE. EZ5503 EZ5503 STATION RECOVERY (1989) EZ5503 EZ5503'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (JGG) EZ5503'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. AIRPORT IS EZ5503'APPROXIMATELY 5.8 MI (9.3 KM) SOUTHWEST OF ASHEBORO. EZ5503 EZ5503 STATION RECOVERY (1992) EZ5503 EZ5503'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS) EZ5503'RECOVERED AS DESCRIBED. EZ5503 EZ5503 STATION RECOVERY (1996) EZ5503 EZ5503'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC) EZ5503'RECOVERED AS DESCRIBED. THIS STATION IS DESIGNATED AS THE PRIMARY EZ5503'AIRPORT CONTROL STATION. EZ5503 EZ5503 STATION RECOVERY (2000) EZ5503 EZ5503'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG) EZ5503'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 EZ5506 *********************************************************************** EZ5506 SACS - This is a Secondary Airport Control Station. EZ5506 DESIGNATION - ASHEPORT AZ MK EZ5506 PID - EZ5506 EZ5506 STATE/COUNTY- NC/RANDOLPH EZ5506 USGS QUAD - FARMER (1994) EZ5506 EZ5506 *CURRENT SURVEY CONTROL EZ5506 ___________________________________________________________________ EZ5506* NAD 83(2001)- 35 39 33.34274(N) 079 53 31.82284(W) ADJUSTED EZ5506* NAVD 88 - 202.7 (meters) 665. (feet) VERT ANG EZ5506 ___________________________________________________________________ EZ5506 X - 910,547.710 (meters) COMP EZ5506 Y - -5,107,744.117 (meters) COMP EZ5506 Z - 3,697,639.896 (meters) COMP EZ5506 LAPLACE CORR- 0.40 (seconds) DEFLEC99 EZ5506 ELLIP HEIGHT- 172.45 (meters) (02/10/03) GPS OBS EZ5506 GEOID HEIGHT- -30.26 (meters) GEOID99 EZ5506 EZ5506 HORZ ORDER - FIRST EZ5506 ELLP ORDER - FOURTH CLASS II EZ5506 EZ5506.This mark is at Asheboro Airport (W44) EZ5506 EZ5506.The North Carolina/South Carolina HARNS have been completed but, EZ5506.due to contractual restrictions, coordinates for these stations EZ5506.will NOT be published in the near future. In the interim, the EZ5506.published coordinates in North and South Carolina will not be EZ5506.consistent with the Continuously Operating Reference Stations EZ5506.(CORS). The HARN coordinates for these stations are available EZ5506.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ5506.Lapine(803-896-7700). EZ5506. EZ5506.In addition, the published North and South Carolina positions EZ5506.(NAD 83 (1986)) are NOT consistent with those determined in EZ5506.adjacent state readjustments. The discontinuity between stations EZ5506.located in North or South Carolina and those in adjacent states EZ5506.which have been adjusted to the HARN may be as much as 5 EZ5506.decimeters. This will result in a significant loss of accuracy EZ5506.over lines crossing such state borders. EZ5506 EZ5506 EZ5506.The horizontal coordinates were established by GPS observations EZ5506.and adjusted by the National Geodetic Survey in February 2003. EZ5506.This is a SPECIAL STATUS position. See SPECIAL STATUS under the EZ5506.DATUM ITEM on the data sheet items page. EZ5506 EZ5506.The orthometric height was determined by vertical angle observations. EZ5506 EZ5506.GPS derived orthometric heights for airport stations designated as EZ5506.PACS or SACS are published to 2 decimal places. This maintains EZ5506.centimeter relative accuracy between the PACS and SACS. It does EZ5506.not indicate centimeter accuracy relative to other marks which are EZ5506.part of the NAVD 88 network. EZ5506 EZ5506.The X, Y, and Z were computed from the position and the ellipsoidal ht. EZ5506 EZ5506.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5506 EZ5506.The ellipsoidal height was determined by GPS observations EZ5506.and is referenced to NAD 83. EZ5506 EZ5506.The geoid height was determined by GEOID99. EZ5506 EZ5506; North East Units Scale Converg. EZ5506;SPC NC - 212,159.655 528,824.340 MT 0.99989781 -0 30 53.8 EZ5506;UTM 17 - 3,946,721.870 600,275.574 MT 0.99972391 +0 38 45.2 EZ5506 EZ5506: Primary Azimuth Mark Grid Az EZ5506:SPC NC - ASHEPORT 197 17 24.2 EZ5506:UTM 17 - ASHEPORT 196 07 45.2 EZ5506 EZ5506|---------------------------------------------------------------------| EZ5506| PID Reference Object Distance Geod. Az | EZ5506| dddmmss.s | EZ5506| EZ5503 ASHEPORT APPROX. 0.7 KM 1964630.4 | EZ5506|---------------------------------------------------------------------| EZ5506 EZ5506 SUPERSEDED SURVEY CONTROL EZ5506 EZ5506 NAD 83(1995)- 35 39 33.34302(N) 079 53 31.82258(W) AD( ) 1 EZ5506 NAD 83(1986)- 35 39 33.34907(N) 079 53 31.83411(W) AD( ) 2 EZ5506 NAD 83(1986)- 35 39 33.34588(N) 079 53 31.81741(W) AD( ) 3 EZ5506 NAD 27 - 35 39 32.84090(N) 079 53 32.68047(W) AD( ) 3 EZ5506 NGVD 29 - 203.0 (m) 666. (f) GPS OBS EZ5506 EZ5506.Superseded values are not recommended for survey control. EZ5506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5506.See file dsdata.txt to determine how the superseded data were derived. EZ5506 EZ5506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0027646722(NAD 83) EZ5506_MARKER: DZ = AZIMUTH MARK DISK EZ5506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5506_STAMPING: ASHEPORT 1986 EZ5506_MARK LOGO: NGS EZ5506_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5506+STABILITY: SURFACE MOTION EZ5506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5506+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1996 EZ5506 EZ5506 HISTORY - Date Condition Report By EZ5506 HISTORY - 1986 MONUMENTED NGS EZ5506 HISTORY - 19890503 GOOD NCGS EZ5506 HISTORY - 19961118 GOOD NCGS EZ5506 EZ5506 STATION DESCRIPTION EZ5506 EZ5506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (MRM) EZ5506'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) EZ5506'SOUTHWEST OF ASHEBORO, AT THE ASHEBORO MUNICIPAL AIRPORT, ON THE EZ5506'EAST SIDE OF THE RUNWAY, NEAR THE NORTH END OF THE RUNWAY. EZ5506'OWNERSHIP--CITY OF ASHEBORO, MR. DAVID BULLARD - AIRPORT MANAGER, EZ5506'P.O. BOX 2472, ASHEBORO NC 37203, PHONE 919-629-3100. EZ5506' EZ5506'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE EZ5506'HIGHWAY 49 WHICH IS AT THE SOUTHWEST SIDE OF ASHEBORO, GO EZ5506'SOUTHWEST FOR 5.1 KM (3.15 MI) ON HIGHWAY 49 TO A PAVED ROAD LEFT EZ5506'(SR 1163). EZ5506'TURN LEFT AND GO SOUTH-SOUTHWEST FOR 2.3 KM (1.4 MI) ON THE PAVED EZ5506'ROAD TO A PAVED ROAD (SR 1197). EZ5506'TURN RIGHT AND GO NORTHWEST FOR 0.6 KM (0.4 MI) ON THE PAVED ROAD EZ5506'TO THE AIRPORT ENTRANCE ON THE RIGHT. EZ5506'TURN RIGHT AND GO NORTH FOR 0.2 KM (0.1 MI) ON THE PAVED AND EZ5506'GRAVELED DRIVEWAY TO A GATE AND OPERATIONS BUILDING ON THE RIGHT. EZ5506'PASS THRU GATE AND GO NORTHWEST FOR 0.2 KM (0.1 MI) ACROSS APRON EZ5506'AND PLANE PARKING LOT TO THE WINDSOCK AND STATION ASHEPORT. GO EZ5506'NORTH FOR 0.6 KM (0.4 MI) ALONG THE EAST SIDE OF THE RUNWAY TO A EZ5506'TURNAROUND AND THE STATION. EZ5506' EZ5506'THE STATION IS A STANDARD NGS DISK EZ5506'STAMPED---ASHEPORT 1986---, EZ5506'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ5506'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ5506'41.30 METERS (135.5 FT) NORTH-NORTHEAST FROM A VASI LIGHT, EZ5506'23.16 METERS (76.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE EZ5506'SOUTH ENTRANCE OF THE TURNAROUND, EZ5506'26.82 METERS (88.0 FT) SOUTHWEST FROM THE SOUTH END OF A 30-INCH EZ5506'DRAINAGE CULVERT, EZ5506'22.80 METERS (74.8 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER EZ5506'OF THE RUNWAY AND EZ5506'8.53 METERS (28.0 FT) EAST-SOUTHEAST FROM A RUNWAY MARKER LIGHT. EZ5506'THE UNDERGROUND MARK IS A STANDARD NGS DISK EZ5506'STAMPED---ASHEPORT 1986---, EZ5506'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE. EZ5506' EZ5506'NO REFERENCE MARKS WERE SET AT THIS TIME. EZ5506' EZ5506'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY, EZ5506'MARCH 1986. EZ5506' EZ5506'THIS STATION SUITABLE FOR GPS SURVEYS. EZ5506' EZ5506'DESCRIBED BY K.R. WALLACE. EZ5506 EZ5506 STATION RECOVERY (1989) EZ5506 EZ5506'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB) EZ5506'STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) SOUTHWEST OF ASHEBORO AT THE EZ5506'NORTH END OF THE RUNWAY OF THE ASHEPORT MUNICIPAL AIRPORT. PROCEED EZ5506'ALONG NC 49 FOR 3.5 MI (5.6 KM) SOUTHWEST FROM THE US 220 INTERCHANGE, EZ5506'THENCE SOUTH FOR 1.4 MI (2.3 KM) SOUTH ALONG SR 1163 (HILL FARM ROAD) EZ5506'TO THE AIRPORT ENTRANCE ROAD, THENCE NORTHWEST ALONG THE ENTRANCE ROAD EZ5506'TO THE OPERATIONS BUILDING, THENCE ALONG THE EAST SIDE OF THE RUNWAY EZ5506'FOR ABOUT 0.45 MI (0.72 KM) NORTH-NORTHEAST TO A TURN-A-ROUND AND THE EZ5506'STATION. MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE EZ5506'RUNWAY. LOCATED 74.8 FT (22.8 M) EAST-SOUTHEAST OF THE CENTER OF THE EZ5506'RUNWAY, 76.0 FT (23.2 M) SOUTH OF THE CENTER OF THE SOUTH ENTRANCE OF EZ5506'THE TURN-A-ROUND, 28.0 FT (8.5 M) EAST-SOUTHEAST OF A RUNWAY MARKER EZ5506'LIGHT, 88.0 FT (26.8 M) SOUTHWEST OF THE SOUTH END OF A 30-INCH EZ5506'DRAINAGE CULVERT, AND 135.5 FT (41.3 M) NORTH-NORTHEAST A VASI LIGHT. EZ5506 EZ5506 STATION RECOVERY (1996) EZ5506 EZ5506'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC) EZ5506'RECOVERED AS DESCRIBED. THIS STATION IS DESIGNATED AS A SECONDARY EZ5506'AIRPORT CONTROL STATION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AB6820 *********************************************************************** AB6820 CBN - This is a Cooperative Base Network Control Station. AB6820 DESIGNATION - CARLOT AB6820 PID - AB6820 AB6820 STATE/COUNTY- NC/RANDOLPH AB6820 USGS QUAD - ASHEBORO (1994) AB6820 AB6820 *CURRENT SURVEY CONTROL AB6820 ___________________________________________________________________ AB6820* NAD 83(1986)- 35 43 01.24948(N) 079 45 45.06889(W) ADJUSTED AB6820* NAVD 88 - 212.100 (meters) 695.86 (feet) ADJUSTED AB6820 ___________________________________________________________________ AB6820 LAPLACE CORR- -1.37 (seconds) DEFLEC99 AB6820 GEOID HEIGHT- -30.28 (meters) GEOID99 AB6820 DYNAMIC HT - 211.918 (meters) 695.27 (feet) COMP AB6820 MODELED GRAV- 979,772.6 (mgal) NAVD 88 AB6820 AB6820 HORZ ORDER - FIRST AB6820 VERT ORDER - SECOND CLASS II AB6820 AB6820.The North Carolina/South Carolina HARNS have been completed but, AB6820.due to contractual restrictions, coordinates for these stations AB6820.will NOT be published in the near future. In the interim, the AB6820.published coordinates in North and South Carolina will not be AB6820.consistent with the Continuously Operating Reference Stations AB6820.(CORS). The HARN coordinates for these stations are available AB6820.upon request. Contact Gary Thompson(919-733-3836), or Lewis AB6820.Lapine(803-896-7700). AB6820. AB6820.In addition, the published North and South Carolina positions AB6820.(NAD 83 (1986)) are NOT consistent with those determined in AB6820.adjacent state readjustments. The discontinuity between stations AB6820.located in North or South Carolina and those in adjacent states AB6820.which have been adjusted to the HARN may be as much as 5 AB6820.decimeters. This will result in a significant loss of accuracy AB6820.over lines crossing such state borders. AB6820 AB6820 AB6820.The horizontal coordinates were established by GPS observations AB6820.and adjusted by the National Geodetic Survey in November 1996. AB6820 AB6820.The orthometric height was determined by differential leveling AB6820.and adjusted by the National Geodetic Survey in May 2000. AB6820.No vertical observational check was made to the station. AB6820 AB6820.The Laplace correction was computed from DEFLEC99 derived deflections. AB6820 AB6820.The geoid height was determined by GEOID99. AB6820 AB6820.The dynamic height is computed by dividing the NAVD 88 AB6820.geopotential number by the normal gravity value computed on the AB6820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB6820.degrees latitude (g = 980.6199 gals.). AB6820 AB6820.The modeled gravity was interpolated from observed gravity values. AB6820 AB6820; North East Units Scale Converg. AB6820;SPC NC - 218,468.757 540,612.098 MT 0.99990547 -0 26 24.4 AB6820;UTM 17 - 3,953,267.594 611,931.102 MT 0.99975438 +0 43 21.0 AB6820 AB6820 SUPERSEDED SURVEY CONTROL AB6820 AB6820.No superseded survey control is available for this station. AB6820 AB6820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1193153268(NAD 83) AB6820_MARKER: DH = HORIZONTAL CONTROL DISK AB6820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB6820_STAMPING: CARLOT 1989 AB6820_MARK LOGO: NCGS AB6820_PROJECTION: FLUSH AB6820_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AB6820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB6820+STABILITY: SURFACE MOTION AB6820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB6820+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1996 AB6820 AB6820 HISTORY - Date Condition Report By AB6820 HISTORY - UNK MONUMENTED NCGS AB6820 HISTORY - 19890725 GOOD NCGS AB6820 HISTORY - 19950111 GOOD NCGS AB6820 HISTORY - 19961107 GOOD NCGS AB6820 AB6820 STATION DESCRIPTION AB6820 AB6820'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB) AB6820'STATION IS LOCATED ABOUT 4.77 KM (2.95 MI) EAST-NORTHEAST OF ASHEBORO. AB6820'ALONG US 64 FOR 3.1 KM (1.90 MI) NORTHEAST FROM NC 42 CROSSROADS, OR AB6820'0.32 KM (0.20 MI) SOUTHWEST OF SR 2679 (MADISON CIRCLE), ABOUT 500 AB6820'FEET (152.4 M) NORTHEAST OF A DODGE DEALERSHIP, AND ON PROLONGATION OF AB6820'THE CENTERLINE OF THE OLD US 64 ROAD BED. MARK IS FLUSH WITH THE AB6820'GROUND AND ABOUT LEVEL WITH THE HIGHWAY. LOCATED 15.85 M (52.00 FT) AB6820'SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES, 13.40 M (43.96 AB6820'FT) EAST OF THE EAST END OF A DRIVEWAY CULVERT, 27.93 M (91.63 FT) AB6820'WEST-SOUTHWEST OF THE NORTH END OF A GUARD RAIL BARRICADE, AND 32.43 M AB6820'(106.40 FT) WEST OF A TELEPHONE PEDESTAL BESIDE A POWER POLE WITH AB6820'REFERENCE TAG. AB6820 AB6820 STATION RECOVERY (1995) AB6820 AB6820'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) AB6820'STATION IS LOCATED ABOUT 4.77 KM (2.95 MI) EAST-NORTHEAST OF ASHEBORO. AB6820'ALONG US 64 FOR 3.1 KM (1.90 MI) NORTHEAST FROM NC 42 CROSSROADS, OR AB6820'0.32 KM (0.20 MI) SOUTHWEST OF SR 2679 (MADISON CIRCLE), ABOUT 500 FT AB6820'(152.4 M) NORTHEAST OF A DODGE DEALERSHIP, AND ON PROLONGATION OF THE AB6820'CENTERLINE OF THE OLD US 64 ROAD BED. MARK IS FLUSH WITH THE GROUND AB6820'AND ABOUT LEVEL WITH THE HIGHWAY. LOCATED 15.85 M (52.00 FT) SOUTHEAST AB6820'OF THE CENTERLINE OF THE EAST BOUND LANES, 13.40 M (43.96 FT) EAST OF AB6820'THE EAST END OF A DRIVEWAY CULVERT, 27.9 M (91.5 FT) WEST-SOUTHWEST OF AB6820'THE NORTH END OF A GUARD RAIL BARRICADE, AND 32.43 M (106.40 FT) WEST AB6820'OF A TELEPHONE PEDESTAL BESIDE A POWER POLE WITH REFERENCE TAG. AB6820 AB6820 STATION RECOVERY (1996) AB6820 AB6820'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) AB6820'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 FA1735 *********************************************************************** FA1735 CBN - This is a Cooperative Base Network Control Station. FA1735 DESIGNATION - KLOPMAN FA1735 PID - FA1735 FA1735 STATE/COUNTY- NC/RANDOLPH FA1735 USGS QUAD - HANDY (1994) FA1735 FA1735 *CURRENT SURVEY CONTROL FA1735 ___________________________________________________________________ FA1735* NAD 83(1986)- 35 35 57.27113(N) 080 02 01.52644(W) ADJUSTED FA1735* NAVD 88 - 169.519 (meters) 556.16 (feet) ADJUSTED FA1735 ___________________________________________________________________ FA1735 LAPLACE CORR- -0.31 (seconds) DEFLEC99 FA1735 GEOID HEIGHT- -30.28 (meters) GEOID99 FA1735 DYNAMIC HT - 169.374 (meters) 555.69 (feet) COMP FA1735 MODELED GRAV- 979,773.7 (mgal) NAVD 88 FA1735 FA1735 HORZ ORDER - FIRST FA1735 VERT ORDER - SECOND CLASS II FA1735 FA1735.The North Carolina/South Carolina HARNS have been completed but, FA1735.due to contractual restrictions, coordinates for these stations FA1735.will NOT be published in the near future. In the interim, the FA1735.published coordinates in North and South Carolina will not be FA1735.consistent with the Continuously Operating Reference Stations FA1735.(CORS). The HARN coordinates for these stations are available FA1735.upon request. Contact Gary Thompson(919-733-3836), or Lewis FA1735.Lapine(803-896-7700). FA1735. FA1735.In addition, the published North and South Carolina positions FA1735.(NAD 83 (1986)) are NOT consistent with those determined in FA1735.adjacent state readjustments. The discontinuity between stations FA1735.located in North or South Carolina and those in adjacent states FA1735.which have been adjusted to the HARN may be as much as 5 FA1735.decimeters. This will result in a significant loss of accuracy FA1735.over lines crossing such state borders. FA1735 FA1735 FA1735.The horizontal coordinates were established by GPS observations FA1735.and adjusted by the National Geodetic Survey in December 1997. FA1735 FA1735.The orthometric height was determined by differential leveling FA1735.and adjusted by the National Geodetic Survey in March 2001. FA1735 FA1735.The Laplace correction was computed from DEFLEC99 derived deflections. FA1735 FA1735.The geoid height was determined by GEOID99. FA1735 FA1735.The dynamic height is computed by dividing the NAVD 88 FA1735.geopotential number by the normal gravity value computed on the FA1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA1735.degrees latitude (g = 980.6199 gals.). FA1735 FA1735.The modeled gravity was interpolated from observed gravity values. FA1735 FA1735; North East Units Scale Converg. FA1735;SPC NC - 205,625.734 515,936.461 MT 0.99989092 -0 35 48.0 FA1735;UTM 17 - 3,939,929.648 587,524.972 MT 0.99969440 +0 33 45.0 FA1735 FA1735: Primary Azimuth Mark Grid Az FA1735:SPC NC - SNIDER NCGS 1974 239 21 35.4 FA1735:UTM 17 - SNIDER NCGS 1974 238 12 02.4 FA1735 FA1735|---------------------------------------------------------------------| FA1735| PID Reference Object Distance Geod. Az | FA1735| dddmmss.s | FA1735| FA1736 SNIDER NCGS 1974 APPROX. 1.3 KM 2384547.4 | FA1735|---------------------------------------------------------------------| FA1735 FA1735 SUPERSEDED SURVEY CONTROL FA1735 FA1735 NAD 83(1986)- 35 35 57.27167(N) 080 02 01.52468(W) AD( ) 1 FA1735 NAD 27 - 35 35 56.77297(N) 080 02 02.36534(W) AD( ) 2 FA1735 NGVD 29 - 169.8 (m) 557. (f) GPS OBS FA1735 FA1735.Superseded values are not recommended for survey control. FA1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA1735.See file dsdata.txt to determine how the superseded data were derived. FA1735 FA1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8752539930(NAD 83) FA1735_MARKER: DE = TRAVERSE STATION DISK FA1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA1735_STAMPING: KLOPMAN 1974 FA1735_MARK LOGO: NCGS FA1735_PROJECTION: FLUSH FA1735_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT FA1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA1735+STABILITY: SURFACE MOTION FA1735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FA1735+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2000 FA1735 FA1735 HISTORY - Date Condition Report By FA1735 HISTORY - 1974 MONUMENTED NCGS FA1735 HISTORY - 19920218 GOOD NCGS FA1735 HISTORY - 19950201 GOOD NCGS FA1735 HISTORY - 19960924 GOOD NCGS FA1735 HISTORY - 20000113 GOOD NCGS FA1735 FA1735 STATION DESCRIPTION FA1735 FA1735'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB) FA1735'KLOPMAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED FA1735'IN THE VICINITY OF ASHEBORO, NORTH CAROLINA. FA1735' FA1735'KLOPMAN IS LOCATED APPROXIMATELY 14.5 MILES WSW OF ASHEBORO, AND FA1735'5.2 MILES ESE OF DENTON IN DAVIDSON COUNTY. TO REACH STATION FROM FA1735'THE DAVIDSON - RANDOLPH COUNTY LINE CROSSING OF NC 49, PROCEED NE FA1735'ALONG NC 49 FOR 2.2 MILES TO SR 1178 (SE), AND STATION ON THE FA1735'RIGHT IN THE EAST QUADRANT OF THE INTERSECTION. FA1735' FA1735'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FA1735'KLOPMAN 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FA1735'WHICH IS FLUSH WITH THE GROUND. FA1735' FA1735'MARK IS 31.4 FT SE OF C/L OF NE BOUND LANE OF NC 49 FA1735' FA1735'76.2 FT NE OF C/L OF SR 1178 FA1735' FA1735'111.8 FT E OF C/L INTERSECTION OF SR 1178 AND NE BOUND LANE OF FA1735'NC 49 FA1735' FA1735'98.6 FT NNE OF END OF GUARD RAIL ON SW SIDE OF SR 1178 FA1735' FA1735'66.8 FT SW OF NC 49 SIGN POST WITH ALUMINUM REF. TAG FA1735' FA1735'157.0 FT SE OF 10 IN CEDAR WITH ALUMINUM REF. TAG FA1735 FA1735 STATION RECOVERY (1992) FA1735 FA1735'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS) FA1735'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. LOCATED 18.5 FT FA1735'(5.6 M) WEST OF THE NORTHEAST CORNER OF THE CONCRETE LID OF A DROP FA1735'INLET. FA1735 FA1735 STATION RECOVERY (1995) FA1735 FA1735'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) FA1735'RECOVERED AS DESCRIBED. FA1735 FA1735 STATION RECOVERY (1996) FA1735 FA1735'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) FA1735'RECOVERED AS DESCRIBED. FA1735 FA1735 STATION RECOVERY (2000) FA1735 FA1735'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG) FA1735'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 FA1728 *********************************************************************** FA1728 CBN - This is a Cooperative Base Network Control Station. FA1728 DESIGNATION - UWHARRIE FA1728 PID - FA1728 FA1728 STATE/COUNTY- NC/RANDOLPH FA1728 USGS QUAD - DENTON (1980) FA1728 FA1728 *CURRENT SURVEY CONTROL FA1728 ___________________________________________________________________ FA1728* NAD 83(1986)- 35 44 35.05470(N) 080 01 53.22966(W) ADJUSTED FA1728* NAVD 88 - 240.41 (meters) 788.7 (feet) LEVELING FA1728 ___________________________________________________________________ FA1728 LAPLACE CORR- 1.67 (seconds) DEFLEC99 FA1728 GEOID HEIGHT- -30.40 (meters) GEOID99 FA1728 FA1728 HORZ ORDER - FIRST FA1728 VERT ORDER - THIRD ? FA1728 FA1728.The North Carolina/South Carolina HARNS have been completed but, FA1728.due to contractual restrictions, coordinates for these stations FA1728.will NOT be published in the near future. In the interim, the FA1728.published coordinates in North and South Carolina will not be FA1728.consistent with the Continuously Operating Reference Stations FA1728.(CORS). The HARN coordinates for these stations are available FA1728.upon request. Contact Gary Thompson(919-733-3836), or Lewis FA1728.Lapine(803-896-7700). FA1728. FA1728.In addition, the published North and South Carolina positions FA1728.(NAD 83 (1986)) are NOT consistent with those determined in FA1728.adjacent state readjustments. The discontinuity between stations FA1728.located in North or South Carolina and those in adjacent states FA1728.which have been adjusted to the HARN may be as much as 5 FA1728.decimeters. This will result in a significant loss of accuracy FA1728.over lines crossing such state borders. FA1728 FA1728 FA1728.The horizontal coordinates were established by GPS observations FA1728.and adjusted by the National Geodetic Survey in July 1986. FA1728 FA1728.The orthometric height was determined by differential leveling. FA1728.The vertical network tie was performed by a horz. field party for horz. FA1728.obs reductions. Reset procedures were used to establish the elevation. FA1728 FA1728.The Laplace correction was computed from DEFLEC99 derived deflections. FA1728 FA1728.The geoid height was determined by GEOID99. FA1728 FA1728; North East Units Scale Converg. FA1728;SPC NC - 221,579.319 516,311.062 MT 0.99990926 -0 35 43.2 FA1728;UTM 17 - 3,955,884.274 587,576.474 MT 0.99969451 +0 33 56.9 FA1728 FA1728: Primary Azimuth Mark Grid Az FA1728:SPC NC - CROSS HILL 346 25 09.1 FA1728:UTM 17 - CROSS HILL 345 15 29.0 FA1728 FA1728|---------------------------------------------------------------------| FA1728| PID Reference Object Distance Geod. Az | FA1728| dddmmss.s | FA1728| FA4349 UWHARRIE AZ MK 0600827.8 | FA1728| FA4350 UWHARRIE RM 1 28.255 METERS 18446 | FA1728| FA4351 UWHARRIE RM 2 36.634 METERS 25717 | FA1728| FA1676 CROSS HILL APPROX.11.0 KM 3454925.9 | FA1728|---------------------------------------------------------------------| FA1728 FA1728 SUPERSEDED SURVEY CONTROL FA1728 FA1728 NAD 27 - 35 44 34.56200(N) 080 01 54.07700(W) AD( ) 2 FA1728 NGVD 29 - 240.7 (m) 790. (f) LEVELING 3 FA1728 FA1728.Superseded values are not recommended for survey control. FA1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA1728.See file dsdata.txt to determine how the superseded data were derived. FA1728 FA1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8757655884(NAD 83) FA1728_MARKER: DS = TRIANGULATION STATION DISK FA1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA1728_STAMPING: UWHARRIE 1948 FA1728_MARK LOGO: CGS FA1728_PROJECTION: FLUSH FA1728_MAGNETIC: O = OTHER; SEE DESCRIPTION FA1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA1728+STABILITY: SURFACE MOTION FA1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FA1728+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1995 FA1728 FA1728 HISTORY - Date Condition Report By FA1728 HISTORY - 1948 MONUMENTED CGS FA1728 HISTORY - 1971 GOOD NCGS FA1728 HISTORY - 1982 GOOD NCGS FA1728 HISTORY - 1986 GOOD NGS FA1728 HISTORY - 19950111 GOOD NCGS FA1728 HISTORY - 19950425 GOOD NCGS FA1728 FA1728 STATION DESCRIPTION FA1728 FA1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB) FA1728'THE STATION IS LOCATED 15-1/2 MILES EAST-SOUTHEAST OF LEXINGTON FA1728'AND 12 MILES WEST OF ASHEBORO, ON LAND OWNED BY I.P. ARNOLD, FA1728'AT THE SOUTHEAST EDGE OF A CULTIVATED FIELD. IT IS 177 FEET FA1728'EAST OF THE SOUTHEAST CORNER OF A HOUSE, 38 FEET NORTHWEST OF FA1728'THE CENTER OF U.S. HIGHWAY 64, 18 FEET EAST OF A TELEPHONE POLE FA1728'AND 18 FEET EAST OF A WHITE WITNESS POST. THE MARK PROJECTS FA1728'8 INCHES AND THE DISK IS STAMPED UWHARRIE 1948. FA1728' FA1728'REFERENCE MARK NO. 1 IS 92.70 FEET SOUTH OF THE STATION. IT FA1728'IS 54 FEET WEST OF THE NORTH CORNER OF A BARN, 34 FEET SOUTHEAST FA1728'OF THE CENTER OF U.S. HIGHWAY 64 AND 3 FEET NORTH OF A 8 INCH FA1728'LOCUST TREE. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FA1728'UWHARRIE NO 1 1948. FA1728' FA1728'REFERENCE MARK NO. 2 IS 120.19 FEET SOUTHWEST OF THE FA1728'STATION. IT IS 85 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY FA1728'64, 57 FEET EAST OF THE SOTHEAST CORNER OF A HOUSE AND 13 FA1728'FEET SOUTH OF A POWER LINE POLE. THE MARK PROJECTS 10 INCHES FA1728'AND THE DISK IS STAMPED UWHARRIE NO 2 1948. FA1728' FA1728'THE AZIMUTH MARK IS 0.55 MILE NORTHEAST OF THE STATION. IT FA1728'IS 33 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 64 AND 8 FA1728'FEET WEST OF A TELEPHONE POLE. THE MARK PROJECTS FA1728'8 INCHES AND THE DISK IS STAMPED UWHARRIE 1948. FA1728' FA1728'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS FA1728'70, 64 AND 29 IN THE NORTH SECTION OF LEXINGTON, GO SOUTHWEST FA1728'ON HIGHWAY 64 FOR 15.55 MILES TO THE STATION ON THE LEFT AS FA1728'DESCRIBED. FA1728' FA1728'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. FA1728 FA1728 STATION RECOVERY (1971) FA1728 FA1728'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA) FA1728'UWHARRIE 1948 GOOD FA1728' FA1728'RM 1 GOOD FA1728' FA1728'RM 2 GOOD FA1728' FA1728'AZ. MARK BELIEVED DESTROYED BY GRADING FOR NEW RESIDENCE. FA1728' FA1728'STATION IS LOCATED 15-1/2 MILES ESE OF LEXINGTON AND FA1728'12 MILES WEST OF ASHEBORO, IN THE SW CORNER OF A PRIVATE FA1728'YARD. TO REACH STATION FROM INTERSECTION OF U.S. 220 BYPASS FA1728'AND U.S. 64 OVERPASS IN ASHEBORO. GO NW ON U.S. 64 FOR 10.9 FA1728'MILES TO INTERSECTION OF U.S. 64 AND OLD U.S. 64, TURN LEFT FA1728'ON OLD U.S. 64 AND GO 1.45 MILES TO STATION ON RIGHT. IT IS FA1728'38 FT NNW OF C/L OF OLD U.S. 64, 54 FT NW OF INTERSECTION OF FA1728'OLD U.S. 64 AND SR 1403, AND 15.5 FT SE OF BASE OF PP 13 FA1728'W/TRANSFORMER. FA1728 FA1728 STATION RECOVERY (1982) FA1728 FA1728'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (HGG) FA1728'THE STATION WAS RECOVERED AT THIS DATE. FA1728'STATION MARK, RM 1 AND RM 2 WERE RECOVERED AS DESCRIBED IN 1971. FA1728'THE AZIMUTH MARK, PREVIOUSLY REPORTED DESTROYED, WAS NOT SEARCHED FA1728'FOR. ADDITIONAL REFERENCES FOLLOW. FA1728' FA1728'THE STATION NOW PROJECTS 2 INCHES ABOVE GROUND AND IS LOCATED 37.1 FA1728'FT NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11.8 FT WEST OF FA1728'A WATER METER COVER, 15.6 FT SOUTHEAST OF A POWER POLE (13) WITH A FA1728'TRANSFORMER AND A REFERENCE TAG, AND 100.0 FT SOUTH OF THE SOUTHEAST FA1728'CORNER OF A BRICK RESIDENCE. FA1728' FA1728'REFERENCE MARK NO. 1 NOW PROJECTS 2 INCHES ABOVE GROUND AND IS FA1728'LOCATED 33.6 FT SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, FA1728'54.1 FT NORTHWEST OF THE NORTHEAST CORNER OF A BARN--AND FA1728'2.9 FT NORTH-NORTHWEST OF A 12-INCH LOCUST, 31.1 FT FA1728'WEST-SOUTHWEST OF A TELEPHONE POLE (339)--BOTH WITH REFERENCE TAGS. FA1728' FA1728'REFERENCE MARK NO. 2 NOW PROJECTS 2 INCHES ABOVE GROUND AND IS FA1728'LOCATED 83.4 FT NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, FA1728'9.9 FT SOUTH OF A SERVICE POLE WITH A REFERENCE TAG, AND 56.4 FT FA1728'EAST OF THE SOUTHEAST CORNER OF A HOUSE. FA1728 FA1728 STATION RECOVERY (1986) FA1728 FA1728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MRM) FA1728'THE STATION WAS RECOVERED AT THIS DATE, FA1728'IN GOOD CONDITION. REFERENCE MARKS AND AZIMUTH MARK WERE NOT FA1728'SEARCHED FOR AT THIS DATE. FA1728' FA1728'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) FA1728'SOUTHEAST OF LEXINGTON, FA1728'19.3 KM (12.0 MI) WEST OF ASHEBORO AND IN FRONT LAWN OF A BRICK FA1728'HOUSE ON NORTH SIDE OF A SPREAD CEDAR BUSH. FA1728'OWNERSHIP--ROBERT GREEN, ROUTE 1, TRINITY NC 27370, PHONE FA1728'919-472-2512. FA1728' FA1728'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE FA1728'HIGHWAY 109 WHICH IS ABOUT 14.5 KM (9.0 MI) SOUTHEAST OF LEXINGTON, GO FA1728'SOUTH FOR 4.4 KM (2.7 MI) ON HIGHWAY 109 T0 A CROSSROAD. FA1728'TURN LEFT AND GO SOUTHEAST FOR 4.1 KM (2.55 MI) ON OLD U.S. HIGHWAY FA1728'64 TO THE COUNTY LINE. FA1728'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 2.0 KM (1.25 MI) ON OLD FA1728'HIGHWAY 64 TO A CROSSROAD, PAVED LEFT, DIRT ROAD RIGHT, SR 1401. FA1728'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.6 KM (0.35 MI) ON OLD FA1728'HIGHWAY 64 TO THE STATION ON THE LEFT AT A LOW RISE. FA1728' FA1728'THE STATION IS A STANDARD CGS DISK FA1728'STAMPED---UWHARRIE 1948---, FA1728'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT FA1728'30 CM ON SIDE PROJECTING 5 CM ABOVE GROUND. LOCATED FA1728'20.73 METERS (68.0 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF A FA1728'GRAVELED DRIVEWAY, FA1728'11.58 METERS (38.0 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER FA1728'OF OLD HIGHWAY 64 (NOW SR 1344), FA1728'4.88 METERS (16.0 FT) SOUTHEAST FROM THE UTILITY POLE NUMBER 13 AND FA1728'3.60 METERS (11.8 FT) WEST FROM A WATER METER COVER. NOTE, THE OLD FA1728'DESCRIPTION STATES THAT AN UNDERGROUND DISK WAS SET. FA1728' FA1728'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY, FA1728'MARCH 1986. FA1728' FA1728'THIS STATION SUITABLE FOR GPS SURVEYS. FA1728' FA1728'DESCRIBED BY L.D. ACRES. FA1728 FA1728 STATION RECOVERY (1995) FA1728 FA1728'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) FA1728'RECOVERED BY NCGS IN 1995. STATION MARK, REFERENCE MARK 1 AND FA1728'REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION. THE AZIMUTH MARK WAS FA1728'NOT FOUND. STATION IS ABOUT 15.5 MI (24.9 KM) EAST-SOUTHEAST OF FA1728'LEXINGTON AND 12.0 MI (19.3 KM) WEST OF ASHEBORO. PROCEED ALONG US 64 FA1728'FOR 10.9 MI (17.5 KM) NORTHWEST FROM US 220 BYPASS, IN ASHEBORO, FA1728'THENCE ALONG SR 1344 (OLD US 64) FOR 1.45 MI (2.33 KM) SOUTHWEST TO FA1728'STATION, IN THE SOUTHWEST CORNER OF A YARD WITH A BRICK HOUSE. MARK FA1728'PROJECTS 6-INCHES ABOVE GROUND. LOCATED 38.0 FT (11.6 M) FA1728'NORTH-NORTHWEST OF THE CENTERLINE OF SR 1344, 85.0 FT (25.9 M) WEST OF FA1728'THE CENTERLINE INTERSECTION OF SR 1344 AND SR 1403 (GRAY ROCK ROAD), FA1728'100.0 FT (30.5 M) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A BRICK FA1728'HOUSE (NUMBER 7226), 12.9 FT (3.9 M) WEST OF A WATER METER COVER AND FA1728'15.5 FT (4.7 M) SOUTHEAST OF POWER POLE NUMBER 13 WITH A TRANSFORMER FA1728'AND A REFERENCE TAG. REFERENCE MARK 1 IS STAMPED---UWHARRIE NO 1 FA1728'1948---, AND PROJECTS 2-INCHES. LOCATED 92.70 FT (28.26 M) SOUTH OF FA1728'THE STATION, 54.0 FT (16.5 M) WEST OF THE NORTH CORNER OF A BARN, 34.0 FA1728'FT (10.4 M) SOUTHEAST OF THE CENTERLINE OF SR 1344 AND 3.0 FT (0.9 M) FA1728'NORTH OF A 16-INCH LOCUST TREE. REFERENCE MARK 2 IS STAMPED---UWHARRIE FA1728'NO 2 1948---, AND PROJECTS 5-INCHES. LOCATED 120.19 FT (36.63 M) FA1728'SOUTHWEST OF THE STATION, 83.0 FT (25.3 M) NORTHWEST OF THE CENTERLINE FA1728'OF SR 1344, 57.0 FT (17.4 M) EAST OF THE SOUTHEAST CORNER OF A HOUSE FA1728'AND 10.0 FT (3.0 M) SOUTH OF A POWER POLE WITH A REFERENCE TAG. FA1728 FA1728 STATION RECOVERY (1995) FA1728 FA1728'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (DRS) FA1728'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AI2995 *********************************************************************** AI2995 SACS - This is a Secondary Airport Control Station. AI2995 DESIGNATION - W 44 A AI2995 PID - AI2995 AI2995 STATE/COUNTY- NC/RANDOLPH AI2995 USGS QUAD - FARMER (1994) AI2995 AI2995 *CURRENT SURVEY CONTROL AI2995 ___________________________________________________________________ AI2995* NAD 83(2001)- 35 39 00.97348(N) 079 53 51.86878(W) ADJUSTED AI2995* NAVD 88 - 202.708 (meters) 665.05 (feet) ADJUSTED AI2995 ___________________________________________________________________ AI2995 X - 910,153.311 (meters) COMP AI2995 Y - -5,108,405.101 (meters) COMP AI2995 Z - 3,696,829.259 (meters) COMP AI2995 LAPLACE CORR- 0.28 (seconds) DEFLEC99 AI2995 ELLIP HEIGHT- 172.45 (meters) (02/10/03) GPS OBS AI2995 GEOID HEIGHT- -30.27 (meters) GEOID99 AI2995 DYNAMIC HT - 202.535 (meters) 664.48 (feet) COMP AI2995 MODELED GRAV- 979,773.4 (mgal) NAVD 88 AI2995 AI2995 HORZ ORDER - FIRST AI2995 VERT ORDER - SECOND CLASS II AI2995 ELLP ORDER - FOURTH CLASS II AI2995 AI2995.This mark is at Asheboro Airport (W44) AI2995 AI2995.The North Carolina/South Carolina HARNS have been completed but, AI2995.due to contractual restrictions, coordinates for these stations AI2995.will NOT be published in the near future. In the interim, the AI2995.published coordinates in North and South Carolina will not be AI2995.consistent with the Continuously Operating Reference Stations AI2995.(CORS). The HARN coordinates for these stations are available AI2995.upon request. Contact Gary Thompson(919-733-3836), or Lewis AI2995.Lapine(803-896-7700). AI2995. AI2995.In addition, the published North and South Carolina positions AI2995.(NAD 83 (1986)) are NOT consistent with those determined in AI2995.adjacent state readjustments. The discontinuity between stations AI2995.located in North or South Carolina and those in adjacent states AI2995.which have been adjusted to the HARN may be as much as 5 AI2995.decimeters. This will result in a significant loss of accuracy AI2995.over lines crossing such state borders. AI2995 AI2995 AI2995.The horizontal coordinates were established by GPS observations AI2995.and adjusted by the National Geodetic Survey in February 2003. AI2995.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI2995.DATUM ITEM on the data sheet items page. AI2995 AI2995.The orthometric height was determined by differential leveling AI2995.and adjusted by the National Geodetic Survey in March 2001. AI2995.No vertical observational check was made to the station. AI2995 AI2995.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI2995 AI2995.The Laplace correction was computed from DEFLEC99 derived deflections. AI2995 AI2995.The ellipsoidal height was determined by GPS observations AI2995.and is referenced to NAD 83. AI2995 AI2995.The geoid height was determined by GEOID99. AI2995 AI2995.The dynamic height is computed by dividing the NAVD 88 AI2995.geopotential number by the normal gravity value computed on the AI2995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AI2995.degrees latitude (g = 980.6199 gals.). AI2995 AI2995.The modeled gravity was interpolated from observed gravity values. AI2995 AI2995; North East Units Scale Converg. AI2995;SPC NC - 211,166.717 528,311.181 MT 0.99989671 -0 31 05.3 AI2995;UTM 17 - 3,945,718.915 599,782.719 MT 0.99972269 +0 38 33.0 AI2995 AI2995: Primary Azimuth Mark Grid Az AI2995:SPC NC - ASHEPORT 041 02 29.0 AI2995:UTM 17 - ASHEPORT 039 52 50.7 AI2995 AI2995|---------------------------------------------------------------------| AI2995| PID Reference Object Distance Geod. Az | AI2995| dddmmss.s | AI2995| EZ5503 ASHEPORT 483.041 METERS 0403123.7 | AI2995|---------------------------------------------------------------------| AI2995 AI2995 SUPERSEDED SURVEY CONTROL AI2995 AI2995 NAD 83(1995)- 35 39 00.97376(N) 079 53 51.86851(W) AD( ) 1 AI2995 AI2995.Superseded values are not recommended for survey control. AI2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI2995.See file dsdata.txt to determine how the superseded data were derived. AI2995 AI2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9978345719(NAD 83) AI2995_MARKER: DH = HORIZONTAL CONTROL DISK AI2995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI2995_STAMPING: W 44 A 1997 AI2995_MARK LOGO: NGS AI2995_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AI2995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI2995+STABILITY: SURFACE MOTION AI2995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI2995+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2000 AI2995 AI2995 HISTORY - Date Condition Report By AI2995 HISTORY - 1997 MONUMENTED NCGS AI2995 HISTORY - 20000126 GOOD NCGS AI2995 AI2995 STATION DESCRIPTION AI2995 AI2995'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG) AI2995'STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTHWEST OF ASHEBORO AND AI2995'12.7 MI (20.4 KM) SOUTH-SOUTHWEST OF RANDLEMAN, AT THE ASHEBORO AI2995'MUNICIPAL AIRPORT NEAR THE SOUTHWESTERN VASI LIGHTS, RUNWAY 3. AI2995'MARK IS ABOUT 3-FEET HIGHER THAN THE RUNWAY AND RECESSED 1-INCH BELOW AI2995'THE GROUND. LOCATED 260.9 FT (79.5 M) NORTHWEST OF THE CENTERLINE OF AI2995'THE RUNWAY, 144.0 FT (43.9 M) EAST-SOUTHEAST OF THE CENTERLINE OF AI2995'GRAVEL ROAD, 187.5 FT (57.2 M) NORTHWEST OF SOUTHWEST CORNER OF AI2995'CONCRETE PAD FOR SOUTHERN OF TWO VASI LIGHTS, 160.0 FT (48.8 M) AI2995'EAST-NORTHEAST OF A 6-INCH PINE, AND 261.8 FT (79.8 M) SOUTH OF A AI2995'POWER POLE BOTH WITH REFERENCE TAGS. AI2995'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION. AI2995 AI2995 STATION RECOVERY (2000) AI2995 AI2995'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG) AI2995'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. PROCEED ALONG NC AI2995'49 FOR 3.2 MI (5.1 KM) SOUTHWEST FROM US 64, THENCE SOUTH FOR 1.4 MI AI2995'(2.3 KM) ALONG SR 1163 (TOT HILL FARM ROAD) , THENCE NORTHWEST FOR AI2995'0.45 MI (0.72 KM) ALONG SR 1197 (PILOTS VIEW ROAD) TO THE TERMINAL AT AI2995'THE ASHEBORO MUNICIPAL AIRPORT, THENCE NORTHWEST FOR 0.05 MI (0.08 KM) AI2995'ACROSS AN ASPHALT APRON, THENCE SOUTHWEST FOR 0.35 MI (0.56 KM) ALONG AI2995'THE TAXIWAY TO THE END OF THE RUNWAY, THENCE NORTHWEST FOR 0.05 MI AI2995'(0.08 KM) CROSSING THE END OF THE RUNWAY, THENCE NORTHEAST FOR 0.2 MI AI2995'(0.3 KM) TO THE STATION ON THE NORTHWEST SIDE OF THE RUNWAY. LOCATED AI2995'54.6 FT (16.6 M) SOUTHEAST OF A CHAIN LINK FENCE.