1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9238 *********************************************************************** DE9238 DESIGNATION - 216W 200 DE9238 PID - DE9238 DE9238 STATE/COUNTY- NC/GUILFORD DE9238 USGS QUAD - GUILFORD (1994) DE9238 DE9238 *CURRENT SURVEY CONTROL DE9238 ___________________________________________________________________ DE9238* NAD 83(1986)- 36 03 04.06061(N) 079 54 46.75425(W) ADJUSTED DE9238* NAVD 88 - 276.33 (meters) 906.6 (feet) GPS OBS DE9238 ___________________________________________________________________ DE9238 LAPLACE CORR- 6.98 (seconds) DEFLEC99 DE9238 GEOID HEIGHT- -31.19 (meters) GEOID99 DE9238 DE9238 HORZ ORDER - FIRST DE9238 DE9238.The North Carolina/South Carolina HARNS have been completed but, DE9238.due to contractual restrictions, coordinates for these stations DE9238.will NOT be published in the near future. In the interim, the DE9238.published coordinates in North and South Carolina will not be DE9238.consistent with the Continuously Operating Reference Stations DE9238.(CORS). The HARN coordinates for these stations are available DE9238.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE9238.Lapine(803-896-7700). DE9238. DE9238.In addition, the published North and South Carolina positions DE9238.(NAD 83 (1986)) are NOT consistent with those determined in DE9238.adjacent state readjustments. The discontinuity between stations DE9238.located in North or South Carolina and those in adjacent states DE9238.which have been adjusted to the HARN may be as much as 5 DE9238.decimeters. This will result in a significant loss of accuracy DE9238.over lines crossing such state borders. DE9238 DE9238 DE9238.The horizontal coordinates were established by GPS observations DE9238.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in January 2003. DE9238 DE9238.The orthometric height was determined by GPS observations and a DE9238.high-resolution geoid model using precise GPS observation and DE9238.processing techniques. DE9238 DE9238.The Laplace correction was computed from DEFLEC99 derived deflections. DE9238 DE9238.The geoid height was determined by GEOID99. DE9238 DE9238; North East Units Scale Converg. DE9238;SPC NC - 255,651.920 527,339.731 MT 0.99996980 -0 31 37.0 DE9238;UTM 17 - 3,990,165.932 597,908.416 MT 0.99971812 +0 38 23.2 DE9238 DE9238 SUPERSEDED SURVEY CONTROL DE9238 DE9238.No superseded survey control is available for this station. DE9238 DE9238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9790890166(NAD 83) DE9238_MARKER: DD = SURVEY DISK DE9238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9238_STAMPING: 216W.200 7/97 DE9238_MARK LOGO: NC1940 DE9238_MAGNETIC: N = NO MAGNETIC MATERIAL DE9238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9238+STABILITY: SURFACE MOTION DE9238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9238+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2003 DE9238 DE9238 HISTORY - Date Condition Report By DE9238 HISTORY - 1997 MONUMENTED NC1940 DE9238 HISTORY - 20031101 GOOD USPSQD DE9238 DE9238 STATION DESCRIPTION DE9238 DE9238'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED) DE9238'STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTHEAST OF THE PIEDMONT DE9238'TRIAD INTERNATIONAL AIRPORT, AT THE INTERSECTION OF WENDOVER AVENUE DE9238'AND VERDUN DRIVE. DE9238'ALONG WENDOVER AVENUE FOR 1.3 MI (2.1 KM) WEST FROM THE I-40 UNDERPASS DE9238'(EXIT 214), TO THE T-INTERSECTION WITH VERDUN DRIVE, AND THE STATION DE9238'IN THE SOUTHEAST QUADRANT OF INTERSECTION. DE9238'MARK IS ABOUT LEVEL WITH THE CENTERLINE OF VERDUN DRIVE AND FLUSH WITH DE9238'THE GROUND. LOCATED 44.4 FT (13.5 M) EAST-NORTHEAST OF THE CENTERLINE DE9238'OF VERDUN DRIVE, 31.4 FT (9.6 M) SOUTH OF THE CENTERLINE OF EASTBOUND DE9238'LANES OF WENDOVER AVENUE, 9.1 FT (2.8 M) SOUTH OF GUARD RAIL, 15.0 FT DE9238'(4.6 M) EAST-NORTHEAST OF A FIRE HYDRANT, AND 30.3 FT (9.2 M) DE9238'NORTH-NORTHEAST OF A POWER POLE. DE9238 DE9238 STATION RECOVERY (2003) DE9238 DE9238'RECOVERY NOTE BY US POWER SQUADRON 2003 (GPS) DE9238'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9240 *********************************************************************** DE9240 DESIGNATION - 75E 201 DE9240 PID - DE9240 DE9240 STATE/COUNTY- NC/GUILFORD DE9240 USGS QUAD - GREENSBORO (1994) DE9240 DE9240 *CURRENT SURVEY CONTROL DE9240 ___________________________________________________________________ DE9240* NAD 83(1986)- 36 03 07.39263(N) 079 51 04.14543(W) ADJUSTED DE9240* NAVD 88 - 252.65 (meters) 828.9 (feet) GPS OBS DE9240 ___________________________________________________________________ DE9240 LAPLACE CORR- 6.03 (seconds) DEFLEC99 DE9240 GEOID HEIGHT- -30.95 (meters) GEOID99 DE9240 DE9240 HORZ ORDER - FIRST DE9240 DE9240.The North Carolina/South Carolina HARNS have been completed but, DE9240.due to contractual restrictions, coordinates for these stations DE9240.will NOT be published in the near future. In the interim, the DE9240.published coordinates in North and South Carolina will not be DE9240.consistent with the Continuously Operating Reference Stations DE9240.(CORS). The HARN coordinates for these stations are available DE9240.upon request. Contact Gary Thompson(919-733-3836), or Lewis DE9240.Lapine(803-896-7700). DE9240. DE9240.In addition, the published North and South Carolina positions DE9240.(NAD 83 (1986)) are NOT consistent with those determined in DE9240.adjacent state readjustments. The discontinuity between stations DE9240.located in North or South Carolina and those in adjacent states DE9240.which have been adjusted to the HARN may be as much as 5 DE9240.decimeters. This will result in a significant loss of accuracy DE9240.over lines crossing such state borders. DE9240 DE9240 DE9240.The horizontal coordinates were established by GPS observations DE9240.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in January 2003. DE9240 DE9240.The orthometric height was determined by GPS observations and a DE9240.high-resolution geoid model using precise GPS observation and DE9240.processing techniques. DE9240 DE9240.The Laplace correction was computed from DEFLEC99 derived deflections. DE9240 DE9240.The geoid height was determined by GEOID99. DE9240 DE9240; North East Units Scale Converg. DE9240;SPC NC - 255,705.107 532,911.964 MT 0.99997003 -0 29 28.5 DE9240;UTM 17 - 3,990,332.563 603,477.045 MT 0.99973193 +0 40 34.2 DE9240 DE9240: Primary Azimuth Mark Grid Az DE9240:SPC NC - 75E 203 288 49 25.5 DE9240:UTM 17 - 75E 203 287 39 22.8 DE9240 DE9240|---------------------------------------------------------------------| DE9240| PID Reference Object Distance Geod. Az | DE9240| dddmmss.s | DE9240| DE9480 75E 203 APPROX. 0.7 KM 2881957.0 | DE9240| DE9239 75E 200 299.225 METERS 29233 | DE9240|---------------------------------------------------------------------| DE9240 DE9240 SUPERSEDED SURVEY CONTROL DE9240 DE9240.No superseded survey control is available for this station. DE9240 DE9240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0347790333(NAD 83) DE9240_MARKER: DD = SURVEY DISK DE9240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9240_STAMPING: 75E.201 7/97 DE9240_MARK LOGO: NC1940 DE9240_MAGNETIC: N = NO MAGNETIC MATERIAL DE9240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9240+STABILITY: SURFACE MOTION DE9240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9240+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2003 DE9240 DE9240 HISTORY - Date Condition Report By DE9240 HISTORY - 1997 MONUMENTED NC1940 DE9240 HISTORY - 20031101 GOOD USPSQD DE9240 DE9240 STATION DESCRIPTION DE9240 DE9240'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED) DE9240'STATION IS LOCATED IN GREENSBORO, ABOUT 7.2 MI (11.6 KM) DE9240'EAST-SOUTHEAST OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, 4.4 MI DE9240'(7.1 KM) WEST-SOUTHWEST OF THE DOWNTOWN GOVERNMENT COMPLEX, ON THE DE9240'GROUNDS OF THOMAS HUNTER ELEMENTARY SCHOOL. DE9240'PROCEED ALONG MERRITT DRIVE FOR 0.2 MI (0.3 KM) SOUTH FROM OVERPASS OF DE9240'PATTERSON STREET (NC 6), THENCE LEFT/EAST ALONG SCHOOL DRIVEWAY FOR DE9240'0.1 MI (0.2 KM) TO STATION ON RIGHT NEAR NORTH CORNER OF ORIGINAL DE9240'(MAIN) SCHOOL BUILDING. DE9240'MARK IS LEVEL WITH THE CENTERLINE OF DRIVEWAY AND FLUSH WITH THE DE9240'GROUND. LOCATED 17.2 FT (5.2 M) SOUTHEAST OF THE CENTERLINE OF DE9240'DRIVEWAY, 53.1 FT (16.2 M) NORTH OF THE NORTHEAST CORNER OF THE MAIN DE9240'SCHOOL BUILDING, 21.0 FT (6.4 M) NORTHWEST OF MANHOLE IN CENTER OF A DE9240'4-FT BY 8-FT CONCRETE SLAB, AND 125.0 FT (38.1 M) SOUTH-SOUTHWEST OF A DE9240'POWER POLE. DE9240 DE9240 STATION RECOVERY (2003) DE9240 DE9240'RECOVERY NOTE BY US POWER SQUADRON 2003 (GPS) DE9240'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 FY3549 *********************************************************************** FY3549 DESIGNATION - ALICE FY3549 PID - FY3549 FY3549 STATE/COUNTY- NC/GUILFORD FY3549 USGS QUAD - GREENSBORO (1994) FY3549 FY3549 *CURRENT SURVEY CONTROL FY3549 ___________________________________________________________________ FY3549* NAD 83(1986)- 36 02 56.23150(N) 079 51 38.06595(W) ADJUSTED FY3549* NAVD 88 - 247.5 (meters) 812. (feet) VERTCON FY3549 ___________________________________________________________________ FY3549 LAPLACE CORR- 6.14 (seconds) DEFLEC99 FY3549 GEOID HEIGHT- -30.97 (meters) GEOID99 FY3549 FY3549 HORZ ORDER - SECOND FY3549 FY3549.The North Carolina/South Carolina HARNS have been completed but, FY3549.due to contractual restrictions, coordinates for these stations FY3549.will NOT be published in the near future. In the interim, the FY3549.published coordinates in North and South Carolina will not be FY3549.consistent with the Continuously Operating Reference Stations FY3549.(CORS). The HARN coordinates for these stations are available FY3549.upon request. Contact Gary Thompson(919-733-3836), or Lewis FY3549.Lapine(803-896-7700). FY3549. FY3549.In addition, the published North and South Carolina positions FY3549.(NAD 83 (1986)) are NOT consistent with those determined in FY3549.adjacent state readjustments. The discontinuity between stations FY3549.located in North or South Carolina and those in adjacent states FY3549.which have been adjusted to the HARN may be as much as 5 FY3549.decimeters. This will result in a significant loss of accuracy FY3549.over lines crossing such state borders. FY3549 FY3549 FY3549.The horizontal coordinates were established by classical geodetic methods FY3549.and adjusted by the National Geodetic Survey in July 1986. FY3549 FY3549.The NAVD 88 height was computed by applying the VERTCON shift value to FY3549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY3549 FY3549.The Laplace correction was computed from DEFLEC99 derived deflections. FY3549 FY3549.The geoid height was determined by GEOID99. FY3549 FY3549; North East Units Scale Converg. FY3549;SPC NC - 255,368.439 532,060.042 MT 0.99996927 -0 29 48.1 FY3549;UTM 17 - 3,989,978.693 602,632.361 MT 0.99972979 +0 40 14.1 FY3549 FY3549: Primary Azimuth Mark Grid Az FY3549:SPC NC - DELAPP NCGS 1964 266 04 00.7 FY3549:UTM 17 - DELAPP NCGS 1964 264 53 58.5 FY3549 FY3549|---------------------------------------------------------------------| FY3549| PID Reference Object Distance Geod. Az | FY3549| dddmmss.s | FY3549| FY3605 MERRITT 374.821 METERS 10035 | FY3549| FY3559 DELAPP NCGS 1964 APPROX. 0.7 KM 2653412.6 | FY3549|---------------------------------------------------------------------| FY3549 FY3549 SUPERSEDED SURVEY CONTROL FY3549 FY3549 NAD 27 - 36 02 55.74633(N) 079 51 38.94862(W) AD( ) 2 FY3549 NGVD 29 (07/19/86) 247.7 (m) 813. (f) VERT ANG FY3549 FY3549.Superseded values are not recommended for survey control. FY3549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY3549.See file dsdata.txt to determine how the superseded data were derived. FY3549 FY3549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0263289979(NAD 83) FY3549_MARKER: DE = TRAVERSE STATION DISK FY3549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY3549_STAMPING: ALICE 1963 FY3549_MARK LOGO: NCGS FY3549_PROJECTION: FLUSH FY3549_MAGNETIC: N = NO MAGNETIC MATERIAL FY3549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY3549+STABILITY: SURFACE MOTION FY3549 FY3549 HISTORY - Date Condition Report By FY3549 HISTORY - 1963 MONUMENTED NCGS FY3549 HISTORY - 1984 MARK NOT FOUND USPSQD FY3549 HISTORY - 19940804 SEE DESCRIPTION NCGS FY3549 HISTORY - 20031101 MARK NOT FOUND USPSQD FY3549 FY3549 STATION DESCRIPTION FY3549 FY3549'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF) FY3549'ALICE IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN THE FY3549'VICINITY OF GREENSBORO, NORTH CAROLINA. FY3549' FY3549'ALICE IS 4.2 MILES SW OF GREENSBORO, LOCATED 0.2 MILES NW FY3549'ALONG I 40 FROM BRIDGE ON MERRITT DRIVE. 0.3 MILES SE OF FY3549'BRIDGE ON W. BOUND LANE OF I 40 OVER NC 6 (PATTERSON ST.). ON FY3549'NE SIDE OF I 40 AND AT CURVE IN ROAD. FY3549' FY3549'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY3549'ALICE 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY3549'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. FY3549' FY3549'MARK IS FY3549' FY3549'27.5 FT NE OF C/L OF W BOUND LANE OF I 40 FY3549' FY3549'57.0 FT SE OF 3 LEAD NAILS IN 30 INCH OAK FY3549' FY3549'27.7 FT NE OF HIGHWAY STATION IN CONCRETE ROADWAY, STA. 310+00 FY3549' FY3549'75.5 FT W OF ROAD REFLECTOR 49/1080 FY3549' FY3549'125.1 FT E OF ROAD REFLECTOR 49/1077 FY3549' FY3549'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. FY3549 FY3549 STATION RECOVERY (1984) FY3549 FY3549'RECOVERY NOTE BY US POWER SQUADRON 1984 (DRB) FY3549'DID NOT RECOVERY. FY3549' FY3549'LOOK FOR BUT DID NOT RECOVER. FY3549 FY3549 STATION RECOVERY (1994) FY3549 FY3549'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS) FY3549'NOT FOUND--ALL OF THE REFERENCE WERE GONE AND LINE OF SIGHT BLOCKED. FY3549 FY3549 STATION RECOVERY (2003) FY3549 FY3549'RECOVERY NOTE BY US POWER SQUADRON 2003 (GPS) FY3549'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AI2393 *********************************************************************** AI2393 DESIGNATION - ANDERSON AI2393 PID - AI2393 AI2393 STATE/COUNTY- NC/GUILFORD AI2393 USGS QUAD - GUILFORD (1994) AI2393 AI2393 *CURRENT SURVEY CONTROL AI2393 ___________________________________________________________________ AI2393* NAD 83(1986)- 36 05 09.59487(N) 079 55 41.22029(W) ADJUSTED AI2393* NAVD 88 - 268.832 (meters) 881.99 (feet) ADJUSTED AI2393 ___________________________________________________________________ AI2393 LAPLACE CORR- 7.20 (seconds) DEFLEC99 AI2393 GEOID HEIGHT- -31.43 (meters) GEOID99 AI2393 DYNAMIC HT - 268.598 (meters) 881.23 (feet) COMP AI2393 MODELED GRAV- 979,753.8 (mgal) NAVD 88 AI2393 AI2393 HORZ ORDER - FIRST AI2393 VERT ORDER - SECOND CLASS II AI2393 AI2393.The North Carolina/South Carolina HARNS have been completed but, AI2393.due to contractual restrictions, coordinates for these stations AI2393.will NOT be published in the near future. In the interim, the AI2393.published coordinates in North and South Carolina will not be AI2393.consistent with the Continuously Operating Reference Stations AI2393.(CORS). The HARN coordinates for these stations are available AI2393.upon request. Contact Gary Thompson(919-733-3836), or Lewis AI2393.Lapine(803-896-7700). AI2393. AI2393.In addition, the published North and South Carolina positions AI2393.(NAD 83 (1986)) are NOT consistent with those determined in AI2393.adjacent state readjustments. The discontinuity between stations AI2393.located in North or South Carolina and those in adjacent states AI2393.which have been adjusted to the HARN may be as much as 5 AI2393.decimeters. This will result in a significant loss of accuracy AI2393.over lines crossing such state borders. AI2393 AI2393 AI2393.The horizontal coordinates were established by GPS observations AI2393.and adjusted by the National Geodetic Survey in November 1999. AI2393 AI2393.The orthometric height was determined by differential leveling AI2393.and adjusted by the National Geodetic Survey in May 2001. AI2393.No vertical observational check was made to the station. AI2393 AI2393.The Laplace correction was computed from DEFLEC99 derived deflections. AI2393 AI2393.The geoid height was determined by GEOID99. AI2393 AI2393.The dynamic height is computed by dividing the NAVD 88 AI2393.geopotential number by the normal gravity value computed on the AI2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AI2393.degrees latitude (g = 980.6199 gals.). AI2393 AI2393.The modeled gravity was interpolated from observed gravity values. AI2393 AI2393; North East Units Scale Converg. AI2393;SPC NC - 259,533.546 526,012.758 MT 0.99997849 -0 32 08.5 AI2393;UTM 17 - 3,994,018.737 596,503.032 MT 0.99971475 +0 37 53.0 AI2393 AI2393|---------------------------------------------------------------------| AI2393| PID Reference Object Distance Geod. Az | AI2393| dddmmss.s | AI2393| DE9376 283W 201 COG 235 322.928 METERS 04544 | AI2393|---------------------------------------------------------------------| AI2393 AI2393 SUPERSEDED SURVEY CONTROL AI2393 AI2393 NAVD 88 (11/03/99) 268.83 (m) 882.0 (f) LEVELING 3 AI2393 AI2393.Superseded values are not recommended for survey control. AI2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI2393.See file dsdata.txt to determine how the superseded data were derived. AI2393 AI2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9650394019(NAD 83) AI2393_MARKER: DH = HORIZONTAL CONTROL DISK AI2393_SETTING: 31 = IN CURBING AI2393_STAMPING: ANDERSON 1994 AI2393_MARK LOGO: NCGS AI2393_MAGNETIC: N = NO MAGNETIC MATERIAL AI2393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AI2393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI2393+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2003 AI2393 AI2393 HISTORY - Date Condition Report By AI2393 HISTORY - 1994 MONUMENTED NCGS AI2393 HISTORY - 19970625 GOOD NC1940 AI2393 HISTORY - 20031101 GOOD USPSQD AI2393 AI2393 STATION DESCRIPTION AI2393 AI2393'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (JGG) AI2393'STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST OF GREENSBORO. PROCEED AI2393'ALONG WEST MARKET STREET (US 421 SOUTH) FOR 2.25 MI (3.62 KM) EAST AI2393'FROM NC 68 TO FRIENDLY ROAD, THENCE ALONG FRIENDLY ROAD NORTH FOR 0.3 AI2393'MI (0.5 KM) TO ENTRANCE TO WEST FRIENDLY BUSINESS PARK, THENCE ALONG AI2393'ENTRANCE ROAD EAST FOR 0.05 MI (0.08 KM) TO STATION AT 7349 WEST AI2393'FRIENDLY BUSINESS PARK, IN THE CURBING IN FRONT OF ANDERSON AND AI2393'ASSOCIATES, INC. MARK IS 1/2 FOOT HIGHER THAN THE PARKING LOT. AI2393'LOCATED 101.0 FT (30.8 M) NORTHWEST OF THE SOUTHWEST CORNER OF AI2393'BUILDING 7349, 27.8 FT (8.5 M) WEST-NORTHWEST OF A DRAIN GRATE IN THE AI2393'PARKING LOT, AND 13.4 FT (4.1 M) SOUTHEAST OF A LIGHT POLE. AI2393 AI2393 STATION RECOVERY (1997) AI2393 AI2393'RECOVERY NOTE BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED) AI2393'RECOVERED AS DESCRIBED, HOWEVER THE MARKER IS NOT IN FRONT OF ANDERSON AI2393'AND ASSOCIATES, BUT ON WEST SIDE OF PARKING LOT ACROSS FROM ANDERSON AI2393'AND ASSOCIATES. AI2393 AI2393 STATION RECOVERY (2003) AI2393 AI2393'RECOVERY NOTE BY US POWER SQUADRON 2003 AI2393'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 FY3551 *********************************************************************** FY3551 DESIGNATION - AUBURN FY3551 PID - FY3551 FY3551 STATE/COUNTY- NC/GUILFORD FY3551 USGS QUAD - GREENSBORO (1994) FY3551 FY3551 *CURRENT SURVEY CONTROL FY3551 ___________________________________________________________________ FY3551* NAD 83(1986)- 36 02 49.87449(N) 079 51 32.00338(W) ADJUSTED FY3551* NAVD 88 - 253.5 (meters) 832. (feet) VERTCON FY3551 ___________________________________________________________________ FY3551 LAPLACE CORR- 6.09 (seconds) DEFLEC99 FY3551 GEOID HEIGHT- -30.96 (meters) GEOID99 FY3551 FY3551 HORZ ORDER - SECOND FY3551 FY3551.The North Carolina/South Carolina HARNS have been completed but, FY3551.due to contractual restrictions, coordinates for these stations FY3551.will NOT be published in the near future. In the interim, the FY3551.published coordinates in North and South Carolina will not be FY3551.consistent with the Continuously Operating Reference Stations FY3551.(CORS). The HARN coordinates for these stations are available FY3551.upon request. Contact Gary Thompson(919-733-3836), or Lewis FY3551.Lapine(803-896-7700). FY3551. FY3551.In addition, the published North and South Carolina positions FY3551.(NAD 83 (1986)) are NOT consistent with those determined in FY3551.adjacent state readjustments. The discontinuity between stations FY3551.located in North or South Carolina and those in adjacent states FY3551.which have been adjusted to the HARN may be as much as 5 FY3551.decimeters. This will result in a significant loss of accuracy FY3551.over lines crossing such state borders. FY3551 FY3551 FY3551.The horizontal coordinates were established by classical geodetic methods FY3551.and adjusted by the National Geodetic Survey in July 1986. FY3551 FY3551.The NAVD 88 height was computed by applying the VERTCON shift value to FY3551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY3551 FY3551.The Laplace correction was computed from DEFLEC99 derived deflections. FY3551 FY3551.The geoid height was determined by GEOID99. FY3551 FY3551; North East Units Scale Converg. FY3551;SPC NC - 255,171.202 532,210.083 MT 0.99996884 -0 29 44.6 FY3551;UTM 17 - 3,989,784.599 602,786.352 MT 0.99973018 +0 40 17.6 FY3551 FY3551: Primary Azimuth Mark Grid Az FY3551:SPC NC - RANDON NCGS 1964 226 47 54.9 FY3551:UTM 17 - RANDON NCGS 1964 225 37 52.7 FY3551 FY3551|---------------------------------------------------------------------| FY3551| PID Reference Object Distance Geod. Az | FY3551| dddmmss.s | FY3551| FY3605 MERRITT 251.238 METERS 05936 | FY3551| FY3614 RANDON NCGS 1964 431.481 METERS 2261810.3 | FY3551|---------------------------------------------------------------------| FY3551 FY3551 SUPERSEDED SURVEY CONTROL FY3551 FY3551 NAD 27 - 36 02 49.38911(N) 079 51 32.88622(W) AD( ) 2 FY3551 NGVD 29 (07/19/86) 253.7 (m) 832. (f) VERT ANG FY3551 FY3551.Superseded values are not recommended for survey control. FY3551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY3551.See file dsdata.txt to determine how the superseded data were derived. FY3551 FY3551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0278689785(NAD 83) FY3551_MARKER: DE = TRAVERSE STATION DISK FY3551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY3551_STAMPING: AUBURN 1963 FY3551_MARK LOGO: NCGS FY3551_PROJECTION: FLUSH FY3551_MAGNETIC: N = NO MAGNETIC MATERIAL FY3551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY3551+STABILITY: SURFACE MOTION FY3551 FY3551 HISTORY - Date Condition Report By FY3551 HISTORY - 1963 MONUMENTED NCGS FY3551 HISTORY - 1984 MARK NOT FOUND USPSQD FY3551 HISTORY - 19940408 SEE DESCRIPTION NCGS FY3551 HISTORY - 20031101 MARK NOT FOUND USPSQD FY3551 FY3551 STATION DESCRIPTION FY3551 FY3551'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF) FY3551'AUBURN IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN FY3551'GREENSBORO, NORTH CAROLINA. STATION IS 4.2 MILES SW OF FY3551'GREENSBORO, LOCATED 0.1 MILE SW ALONG MERRITT DR. FROM I 40, FY3551'0.8 MILE NNE OF OLD HIGH POINT RD. (U.S. 29 AND 70A), IN THE FY3551'SW QUADRANT OF MERRITT DRIVE AND AUBURN RD., IN THE NE CORNER FY3551'OF YARD AT HOUSE NO. 1842 ON MERRITT DR. FY3551' FY3551'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY3551'AUBURN 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP FY3551'OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. FY3551' FY3551'MARK IS FY3551' FY3551'17.2 FT NW OF C/L OF MERRITT DR. FY3551' FY3551'25.4 FT S OF C/L OF AUBURN RD. FY3551' FY3551'3.0 FT E OF 3 LEAD NAILS IN TP 350 FY3551' FY3551'56.0 FT SE OF 3 LEAD NAILS IN TP 351 FY3551' FY3551'44.2 FT E OF SE CORNER OF HOUSE 1842 FY3551' FY3551'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. FY3551 FY3551 STATION RECOVERY (1984) FY3551 FY3551'RECOVERY NOTE BY US POWER SQUADRON 1984 (DRB) FY3551'NO RECOVERY. FY3551' FY3551'DID NOT RECOVERY DUE TO THE CHANGE IN WIDENING OF STREET. FY3551'YARD HAS BEEN REWORKED. NAMECHANGE--AUBURN TO HALCYON STREET. FY3551 FY3551 STATION RECOVERY (1994) FY3551 FY3551'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS) FY3551'ALL REFERENCE PUT MARK UNDER PAVEMENT. FY3551 FY3551 STATION RECOVERY (2003) FY3551 FY3551'RECOVERY NOTE BY US POWER SQUADRON 2003 (GPS) FY3551'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AH6024 *********************************************************************** AH6024 DESIGNATION - CAFFEY AH6024 PID - AH6024 AH6024 STATE/COUNTY- NC/GUILFORD AH6024 USGS QUAD - GUILFORD (1994) AH6024 AH6024 *CURRENT SURVEY CONTROL AH6024 ___________________________________________________________________ AH6024* NAD 83(1986)- 36 06 05.59473(N) 079 58 49.19914(W) ADJUSTED AH6024* NAVD 88 - 285.2 (meters) 936. (feet) GPS OBS AH6024 ___________________________________________________________________ AH6024 LAPLACE CORR- 6.71 (seconds) DEFLEC99 AH6024 GEOID HEIGHT- -31.73 (meters) GEOID99 AH6024 AH6024 HORZ ORDER - FIRST AH6024 AH6024.The North Carolina/South Carolina HARNS have been completed but, AH6024.due to contractual restrictions, coordinates for these stations AH6024.will NOT be published in the near future. In the interim, the AH6024.published coordinates in North and South Carolina will not be AH6024.consistent with the Continuously Operating Reference Stations AH6024.(CORS). The HARN coordinates for these stations are available AH6024.upon request. Contact Gary Thompson(919-733-3836), or Lewis AH6024.Lapine(803-896-7700). AH6024. AH6024.In addition, the published North and South Carolina positions AH6024.(NAD 83 (1986)) are NOT consistent with those determined in AH6024.adjacent state readjustments. The discontinuity between stations AH6024.located in North or South Carolina and those in adjacent states AH6024.which have been adjusted to the HARN may be as much as 5 AH6024.decimeters. This will result in a significant loss of accuracy AH6024.over lines crossing such state borders. AH6024 AH6024 AH6024.The horizontal coordinates were established by GPS observations AH6024.and adjusted by the National Geodetic Survey in November 1999. AH6024 AH6024.The orthometric height was determined by GPS observations and a AH6024.high-resolution geoid model. AH6024 AH6024.The Laplace correction was computed from DEFLEC99 derived deflections. AH6024 AH6024.The geoid height was determined by GEOID99. AH6024 AH6024; North East Units Scale Converg. AH6024;SPC NC - 261,304.684 521,327.220 MT 0.99998248 -0 33 56.9 AH6024;UTM 17 - 3,995,693.636 591,783.678 MT 0.99970380 +0 36 03.1 AH6024 AH6024: Primary Azimuth Mark Grid Az AH6024:SPC NC - MEARS 305 45 15.7 AH6024:UTM 17 - MEARS 304 35 15.7 AH6024 AH6024|---------------------------------------------------------------------| AH6024| PID Reference Object Distance Geod. Az | AH6024| dddmmss.s | AH6024| AH6032 MEARS 479.957 METERS 3051118.8 | AH6024|---------------------------------------------------------------------| AH6024 AH6024 SUPERSEDED SURVEY CONTROL AH6024 AH6024.No superseded survey control is available for this station. AH6024 AH6024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9178495694(NAD 83) AH6024_MARKER: DH = HORIZONTAL CONTROL DISK AH6024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH6024_STAMPING: CAFFEY 1991 AH6024_MARK LOGO: NCGS AH6024_PROJECTION: FLUSH AH6024_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AH6024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH6024+STABILITY: SURFACE MOTION AH6024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH6024+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1991 AH6024 AH6024 HISTORY - Date Condition Report By AH6024 HISTORY - 1991 MONUMENTED NCGS AH6024 HISTORY - 19910327 GOOD NCGS AH6024 HISTORY - 20031101 MARK NOT FOUND USPSQD AH6024 AH6024 STATION DESCRIPTION AH6024 AH6024'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB) AH6024'STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) WEST OF GREENSBORO, AND 2.1 AH6024'MI (3.4 KM) EAST-SOUTHEAST OF COLFAX. ALONG US 421 FOR 0.9 MI (1.4 KM) AH6024'WEST FROM THE NC 68 OVERPASS, OR 0.3 MI (0.5 KM) SOUTHEAST OF SR 2133 AH6024'(PLEASANT RIDGE RD), IN SOUTHWEST QUADRANT OF THE INTERSECTION WITH AH6024'THE TRUCK ENTRANCE TO--J.H. CAFFEY--DISTRIBUTING COMPANY. MARK IS AH6024'LEVEL WITH HIGHWAY AND FLUSH WITH THE GROUND. LOCATED 37.7 FT (11.5 M) AH6024'SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 37.6 FT (11.5 M) NORTHWEST OF AH6024'THE CENTERLINE OF PAVED DRIVE, 11.0 FT (3.4 M) EAST-NORTHEAST OF THE AH6024'NORTHEAST POST OF--TRUCK ENTRANCE--SIGN, 73.5 FT (22.4 M) NORTH OF A AH6024'METAL LAMP POLE, 108.7 FT (33.1 M) SOUTHEAST OF A VERTICAL WATER PIPE AH6024'IN CONCRETE BASE, AND 28.0 FT (8.5 M) SOUTHEAST OF A POWER POLE WITH AH6024'REFERENCE TAG. AH6024 AH6024 STATION RECOVERY (1991) AH6024 AH6024'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 AH6024'STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) WEST OF GREENSBORO, AND 2.1 AH6024'MI (3.4 KM) EAST-SOUTHEAST OF COLFAX. ALONG US 421 FOR 0.9 MI (1.4 KM) AH6024'WEST FROM THE NC 68 OVERPASS, OR 0.3 MI (0.5 KM) SOUTHEAST OF SR 2133 AH6024'(PLEASANT RIDGE RD), IN SOUTHWEST QUADRANT OF THE INTERSECTION WITH AH6024'THE TRUCK ENTRANCE TO--J.H. CAFFEY--DISTRIBUTING COMPANY. MARK IS AH6024'LEVEL WITH HIGHWAY AND FLUSH WITH THE GROUND. LOCATED 37.7 FT (11.5 M) AH6024'SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 37.6 FT (11.5 M) NORTHWEST OF AH6024'THE CENTERLINE OF PAVED DRIVE, 11.0 FT (3.4 M) EAST-NORTHEAST OF THE AH6024'NORTHEAST POST OF--TRUCK ENTRANCE--SIGN, 73.5 FT (22.4 M) NORTH OF A AH6024'METAL LAMP POLE, 108.7 FT (33.1 M) SOUTHEAST OF A VERTICAL WATER PIPE AH6024'IN CONCRETE BASE, AND 28.0 FT (8.5 M) SOUTHEAST OF A POWER POLE WITH AH6024'REFERENCE TAG. AH6024 AH6024 STATION RECOVERY (2003) AH6024 AH6024'RECOVERY NOTE BY US POWER SQUADRON 2003 AH6024'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AH6025 *********************************************************************** AH6025 DESIGNATION - COLFAX AH6025 PID - AH6025 AH6025 STATE/COUNTY- NC/GUILFORD AH6025 USGS QUAD - KERNERSVILLE (1994) AH6025 AH6025 *CURRENT SURVEY CONTROL AH6025 ___________________________________________________________________ AH6025* NAD 83(1986)- 36 06 47.81402(N) 080 00 59.49437(W) ADJUSTED AH6025* NAVD 88 - 296.2 (meters) 972. (feet) GPS OBS AH6025 ___________________________________________________________________ AH6025 LAPLACE CORR- 6.29 (seconds) DEFLEC99 AH6025 GEOID HEIGHT- -31.93 (meters) GEOID99 AH6025 AH6025 HORZ ORDER - FIRST AH6025 AH6025.The North Carolina/South Carolina HARNS have been completed but, AH6025.due to contractual restrictions, coordinates for these stations AH6025.will NOT be published in the near future. In the interim, the AH6025.published coordinates in North and South Carolina will not be AH6025.consistent with the Continuously Operating Reference Stations AH6025.(CORS). The HARN coordinates for these stations are available AH6025.upon request. Contact Gary Thompson(919-733-3836), or Lewis AH6025.Lapine(803-896-7700). AH6025. AH6025.In addition, the published North and South Carolina positions AH6025.(NAD 83 (1986)) are NOT consistent with those determined in AH6025.adjacent state readjustments. The discontinuity between stations AH6025.located in North or South Carolina and those in adjacent states AH6025.which have been adjusted to the HARN may be as much as 5 AH6025.decimeters. This will result in a significant loss of accuracy AH6025.over lines crossing such state borders. AH6025 AH6025 AH6025.The horizontal coordinates were established by GPS observations AH6025.and adjusted by the National Geodetic Survey in November 1999. AH6025 AH6025.The orthometric height was determined by GPS observations and a AH6025.high-resolution geoid model. AH6025 AH6025.The Laplace correction was computed from DEFLEC99 derived deflections. AH6025 AH6025.The geoid height was determined by GEOID99. AH6025 AH6025; North East Units Scale Converg. AH6025;SPC NC - 262,638.677 518,081.650 MT 0.99998554 -0 35 12.2 AH6025;UTM 17 - 3,996,960.918 588,512.552 MT 0.99969653 +0 34 46.9 AH6025 AH6025|---------------------------------------------------------------------| AH6025| PID Reference Object Distance Geod. Az | AH6025| dddmmss.s | AH6025| AH5984 ROY 397.527 METERS 27948 | AH6025|---------------------------------------------------------------------| AH6025 AH6025 SUPERSEDED SURVEY CONTROL AH6025 AH6025.No superseded survey control is available for this station. AH6025 AH6025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8851396961(NAD 83) AH6025_MARKER: DH = HORIZONTAL CONTROL DISK AH6025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH6025_STAMPING: COLFAX 1991 AH6025_MARK LOGO: NCGS AH6025_PROJECTION: FLUSH AH6025_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AH6025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH6025+STABILITY: SURFACE MOTION AH6025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH6025+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2003 AH6025 AH6025 HISTORY - Date Condition Report By AH6025 HISTORY - 1991 MONUMENTED NCGS AH6025 HISTORY - 19910408 GOOD NCGS AH6025 HISTORY - 20031101 GOOD USPSQD AH6025 AH6025 STATION DESCRIPTION AH6025 AH6025'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB) AH6025'STATION IS LOCATED ABOUT 12.9 MI (20.8 KM) WEST-NORTHWEST OF AH6025'GREENSBORO, AND 3.2 MI (5.1 KM) EAST OF KERNERSVILLE, IN COLFAX. ALONG AH6025'US 421 FOR 0.1 MI (0.2 KM) WEST FROM SR 2007 (BUNKER HILL RD) TO AH6025'COLFAX FIRE DEPARTMENT (NUMBER 16), IN SOUTHEAST CORNER OF YARD. MARK AH6025'IS LEVEL WITH HIGHWAY AND FLUSH WITH GROUND. LOCATED 53.0 FT (16.2 M) AH6025'NORTH-NORTHEAST OF THE CENTERLINE OF HIGHWAY, 19.0 FT (5.8 M) EAST OF AH6025'THE CENTERLINE OF PAVED DRIVE, 97.4 FT (29.7 M) SOUTH OF THE SOUTHEAST AH6025'CORNER OF BRICK FIRE STATION BUILDING, 51.3 FT (15.6 M) SOUTHEAST OF AH6025'THE FLAG POLE, AND 58.5 FT (17.8 M) SOUTH-SOUTHWEST OF A SERVICE POLE AH6025'WITH REFERENCE TAG. AH6025 AH6025 STATION RECOVERY (1991) AH6025 AH6025'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 AH6025'STATION IS LOCATED ABOUT 12.9 MI (20.8 KM) WEST-NORTHWEST OF AH6025'GREENSBORO, AND 3.2 MI (5.1 KM) EAST OF KERNERSVILLE, IN COLFAX. ALONG AH6025'US 421 FOR 0.1 MI (0.2 KM) WEST FROM SR 2007 (BUNKER HILL RD) TO AH6025'COLFAX FIRE DEPARTMENT (NUMBER 16), IN SOUTHEAST CORNER OF YARD. MARK AH6025'IS LEVEL WITH HIGHWAY AND FLUSH WITH GROUND. LOCATED 53.0 FT (16.2 M) AH6025'NORTH-NORTHEAST OF THE CENTERLINE OF HIGHWAY, 19.0 FT (5.8 M) EAST OF AH6025'THE CENTERLINE OF PAVED DRIVE, 97.4 FT (29.7 M) SOUTH OF THE SOUTHEAST AH6025'CORNER OF BRICK FIRE STATION BUILDING, 51.3 FT (15.6 M) SOUTHEAST OF AH6025'THE FLAG POLE, AND 58.5 FT (17.8 M) SOUTH-SOUTHWEST OF A SERVICE POLE AH6025'WITH REFERENCE TAG. LCP PLASTICS WATER TANK IS VISIBLE FROM THE AH6025'STATION AND THE GRID AZIMUTH IS--262-10-30.09--. AH6025 AH6025 STATION RECOVERY (2003) AH6025 AH6025'RECOVERY NOTE BY US POWER SQUADRON 2003 AH6025'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 FY3559 *********************************************************************** FY3559 DESIGNATION - DELAPP NCGS 1964 FY3559 PID - FY3559 FY3559 STATE/COUNTY- NC/GUILFORD FY3559 USGS QUAD - GREENSBORO (1994) FY3559 FY3559 *CURRENT SURVEY CONTROL FY3559 ___________________________________________________________________ FY3559* NAD 83(1986)- 36 02 54.49621(N) 079 52 05.63490(W) ADJUSTED FY3559* NAVD 88 - 253.7 (meters) 832. (feet) VERTCON FY3559 ___________________________________________________________________ FY3559 LAPLACE CORR- 6.26 (seconds) DEFLEC99 FY3559 GEOID HEIGHT- -31.00 (meters) GEOID99 FY3559 FY3559 HORZ ORDER - SECOND FY3559 FY3559.The North Carolina/South Carolina HARNS have been completed but, FY3559.due to contractual restrictions, coordinates for these stations FY3559.will NOT be published in the near future. In the interim, the FY3559.published coordinates in North and South Carolina will not be FY3559.consistent with the Continuously Operating Reference Stations FY3559.(CORS). The HARN coordinates for these stations are available FY3559.upon request. Contact Gary Thompson(919-733-3836), or Lewis FY3559.Lapine(803-896-7700). FY3559. FY3559.In addition, the published North and South Carolina positions FY3559.(NAD 83 (1986)) are NOT consistent with those determined in FY3559.adjacent state readjustments. The discontinuity between stations FY3559.located in North or South Carolina and those in adjacent states FY3559.which have been adjusted to the HARN may be as much as 5 FY3559.decimeters. This will result in a significant loss of accuracy FY3559.over lines crossing such state borders. FY3559 FY3559 FY3559.The horizontal coordinates were established by classical geodetic methods FY3559.and adjusted by the National Geodetic Survey in July 1986. FY3559 FY3559.The NAVD 88 height was computed by applying the VERTCON shift value to FY3559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY3559 FY3559.The Laplace correction was computed from DEFLEC99 derived deflections. FY3559 FY3559.The geoid height was determined by GEOID99. FY3559 FY3559; North East Units Scale Converg. FY3559;SPC NC - 255,320.966 531,369.572 MT 0.99996916 -0 30 04.0 FY3559;UTM 17 - 3,989,917.179 601,943.166 MT 0.99972805 +0 39 57.8 FY3559 FY3559: Primary Azimuth Mark Grid Az FY3559:SPC NC - RED DOG NCGS 1964 288 09 46.3 FY3559:UTM 17 - RED DOG NCGS 1964 286 59 44.5 FY3559 FY3559|---------------------------------------------------------------------| FY3559| PID Reference Object Distance Geod. Az | FY3559| dddmmss.s | FY3559| FY3616 RED DOG NCGS 1964 479.868 METERS 2873942.3 | FY3559|---------------------------------------------------------------------| FY3559 FY3559 SUPERSEDED SURVEY CONTROL FY3559 FY3559 NAD 27 - 36 02 54.01053(N) 079 52 06.51622(W) AD( ) 2 FY3559 NGVD 29 (07/19/86) 253.9 (m) 833. (f) VERT ANG FY3559 FY3559.Superseded values are not recommended for survey control. FY3559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY3559.See file dsdata.txt to determine how the superseded data were derived. FY3559 FY3559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0194389917(NAD 83) FY3559_MARKER: DE = TRAVERSE STATION DISK FY3559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY3559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY3559+STABILITY: SURFACE MOTION FY3559 FY3559 HISTORY - Date Condition Report By FY3559 HISTORY - 1963 MONUMENTED NCGS FY3559 HISTORY - 1984 GOOD USPSQD FY3559 HISTORY - 20031101 MARK NOT FOUND USPSQD FY3559 FY3559 STATION DESCRIPTION FY3559 FY3559'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF) FY3559'DELAPP IS A N. C. GEODETIC SURVEY TRAVERSE STATION FY3559'ESTABLISHED IN THE VICINITY OF GREENSBORO, NORTH CAROLINA. FY3559' FY3559'DELAPP IS 4.6 MILES SW OF GREENSBORO, LOCATED 0.3 MILES SE FY3559'ALONG I 40 FROM BRIDGE OVER SOUTHERN RR TRACKS. 0.1 MILES FY3559'W OF BRIDGE ON W. BOUND LANE OVER NC 6 (PATTERSON ST.). ON FY3559'SIDE OF W BOUND LANE OF I 40. ON TOP OF DITCH BANK AT W FY3559'END OF ROAD CUT. FY3559' FY3559'STATION MARK IS STANDARD N. C. BRASS TRAVERSE DISK, FY3559'STAMPED DELAPP 1963, SET IN THE TOP OF A CONCRETE CYLINDER, FY3559'THE TOP OF WHICH IS 2 INCHES ABOVE THE SURFACE OF THE GROUND. FY3559' FY3559'MARK IS FY3559' FY3559'55.0 FT S OF C/L OF W BOUND LANE OF I 40 FY3559' FY3559'24.7 FT NE OF 3 LEAD NAILS IN 12 INCH OAK FY3559' FY3559'36.3 FT N OF 3 LEAD NAILS IN 12 INCH OAK FY3559' FY3559'32.2 FT NW OF 3 LEAD NAILS IN 10 INCH OAK FY3559' FY3559'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. FY3559 FY3559 STATION RECOVERY (1984) FY3559 FY3559'RECOVERY NOTE BY US POWER SQUADRON 1984 (WBW) FY3559'DELAP 1963 RECOVERED GOOD. FY3559' FY3559'RECOVERED AS DESCRIBED. FY3559 FY3559 STATION RECOVERY (2003) FY3559 FY3559'RECOVERY NOTE BY US POWER SQUADRON 2003 (GPS) FY3559'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AJ7001 *********************************************************************** AJ7001 SACS - This is a Secondary Airport Control Station. AJ7001 DESIGNATION - GSO C AJ7001 PID - AJ7001 AJ7001 STATE/COUNTY- NC/GUILFORD AJ7001 USGS QUAD - GUILFORD (1994) AJ7001 AJ7001 *CURRENT SURVEY CONTROL AJ7001 ___________________________________________________________________ AJ7001* NAD 83(2001)- 36 05 16.76908(N) 079 56 10.38958(W) ADJUSTED AJ7001* NAVD 88 - 272.20 (meters) 893.0 (feet) GPS OBS AJ7001 ___________________________________________________________________ AJ7001 X - 901,759.148 (meters) COMP AJ7001 Y - -5,081,048.883 (meters) COMP AJ7001 Z - 3,736,227.879 (meters) COMP AJ7001 LAPLACE CORR- 7.16 (seconds) DEFLEC99 AJ7001 ELLIP HEIGHT- 240.68 (meters) (11/24/03) GPS OBS AJ7001 GEOID HEIGHT- -31.47 (meters) GEOID99 AJ7001 AJ7001 HORZ ORDER - FIRST AJ7001 ELLP ORDER - FOURTH CLASS II AJ7001 AJ7001.This mark is at Piedmont Triad Intl Airport (GSO) AJ7001 AJ7001.The North Carolina/South Carolina HARNS have been completed but, AJ7001.due to contractual restrictions, coordinates for these stations AJ7001.will NOT be published in the near future. In the interim, the AJ7001.published coordinates in North and South Carolina will not be AJ7001.consistent with the Continuously Operating Reference Stations AJ7001.(CORS). The HARN coordinates for these stations are available AJ7001.upon request. Contact Gary Thompson(919-733-3836), or Lewis AJ7001.Lapine(803-896-7700). AJ7001. AJ7001.In addition, the published North and South Carolina positions AJ7001.(NAD 83 (1986)) are NOT consistent with those determined in AJ7001.adjacent state readjustments. The discontinuity between stations AJ7001.located in North or South Carolina and those in adjacent states AJ7001.which have been adjusted to the HARN may be as much as 5 AJ7001.decimeters. This will result in a significant loss of accuracy AJ7001.over lines crossing such state borders. AJ7001 AJ7001 AJ7001.The horizontal coordinates were established by GPS observations AJ7001.and adjusted by the National Geodetic Survey in November 2003. AJ7001.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AJ7001.DATUM ITEM on the data sheet items page. AJ7001 AJ7001.The orthometric height was determined by GPS observations and a AJ7001.high-resolution geoid model. AJ7001 AJ7001.GPS derived orthometric heights for airport stations designated as AJ7001.PACS or SACS are published to 2 decimal places. This maintains AJ7001.centimeter relative accuracy between the PACS and SACS. It does AJ7001.not indicate centimeter accuracy relative to other marks which are AJ7001.part of the NAVD 88 network. AJ7001 AJ7001.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ7001 AJ7001.The Laplace correction was computed from DEFLEC99 derived deflections. AJ7001 AJ7001.The ellipsoidal height was determined by GPS observations AJ7001.and is referenced to NAD 83. AJ7001 AJ7001.The geoid height was determined by GEOID99. AJ7001 AJ7001; North East Units Scale Converg. AJ7001;SPC NC - 259,761.510 525,285.127 MT 0.99997899 -0 32 25.3 AJ7001;UTM 17 - 3,994,231.778 595,771.102 MT 0.99971301 +0 37 35.9 AJ7001 AJ7001 SUPERSEDED SURVEY CONTROL AJ7001 AJ7001 NAD 83(1995)- 36 05 16.76912(N) 079 56 10.38977(W) AD( ) 1 AJ7001 ELLIP H (01/10/02) 240.69 (m) GP( ) 4 2 AJ7001 AJ7001.Superseded values are not recommended for survey control. AJ7001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AJ7001.See file dsdata.txt to determine how the superseded data were derived. AJ7001 AJ7001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9577194232(NAD 83) AJ7001_MARKER: DD = SURVEY DISK AJ7001_SETTING: 34 = DRAIN AJ7001_STAMPING: GSO C 1997 AJ7001_MARK LOGO: NGS AJ7001_MAGNETIC: N = NO MAGNETIC MATERIAL AJ7001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ7001+STABILITY: SURFACE MOTION AJ7001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ7001+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2001 AJ7001 AJ7001 HISTORY - Date Condition Report By AJ7001 HISTORY - 1997 MONUMENTED NGS AJ7001 HISTORY - 20010309 GOOD NGS AJ7001 AJ7001 STATION DESCRIPTION AJ7001 AJ7001'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (ED) AJ7001'THE STATION IS LOCATED ON 7 MILES WEST OF GREENSBORO AT THE AJ7001'PIEDMONT TRIAD INTERNATIONAL AIRPORT , ON THE SOUTHEAST SIDE OF AJ7001'AIRFIELD IN A GRASSY AREA FORMED BY AN ACCESS ROAD AND AJ7001'TAXIWAYS. OWNERSHIP-PIEDMONT TRIAD AIRPORT AUTHORITY - AJ7001'EDWARD A. JOHNSON (AIRPORT MANAGER) P.O. BOX 35445 GREENSBORO,NC AJ7001'27425 PHONE-336 665 5642 FAX 336 665 5643. NOTIFY 48 HOURS PRIOR FOR AJ7001'ACCESS TO AIRFIELD. AJ7001' AJ7001'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND STATE AJ7001'HWY 68 , PROCEED NORTH ON HWY 68 FOR 1.8 MI TO THE EXIT FOR AJ7001'AIRPORT. PROCEED NORTH AND EAST FOR 1.1 MI WHERE THE ROAD SPLITS , AJ7001'TAKE THE RIGHT SPLIT AND GO EAST FOR .2 MI TO A ROAD ON THE RIGHT. AJ7001'TURN RIGHT AND GO SOUTH ON ROAD FOR .2 MI TO THE FORK ROAD, AJ7001'PROCEED ON LEFT FORK FOR .05 MI TO A ROAD ON THE LEFT, TURN LEFT AJ7001'AND GO .05 MI TO THE GATE ON THE LEFT. PAST THRU THE GATE AND GO .1 AJ7001'MI EAST TO AN ACCESS ROAD. TURN RIGHT ON ROAD AND GO .45 MI AJ7001'SOUTHWEST TO THE INTERSECTION OF TWY D, TURN LEFT AND GO EAST ON AJ7001'TWY D FOR .075 MI TO RWY ,CROSS RWY AND PROCEED SOUTHEAST FOR .4 AJ7001'MI ON TWY C TO THE STATION ON THE LEFT IN GRASS BETWEEN TWY AND AJ7001'SERVICE ROAD. AJ7001' AJ7001'THE STATION IS A NOS SURVEY DISK SET IN A DRILL IN A 8 FT BY 8 FT AJ7001'CONCRETE DRAIN STAMPED - GSO C 1997. THE STATION IS 70 FT NORTH OF A AJ7001'TWY LT, 69 FT EAST OF A TWY LT AND 20.4 FT SOUTHWEST OF THE AJ7001'CENTERLINE OF GRAVEL SERVICE ROAD. AJ7001' AJ7001'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL AJ7001'STATION. AJ7001' AJ7001' AJ7001' AJ7001' AJ7001' 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AJ7002 *********************************************************************** AJ7002 SACS - This is a Secondary Airport Control Station. AJ7002 DESIGNATION - GSO E AJ7002 PID - AJ7002 AJ7002 STATE/COUNTY- NC/GUILFORD AJ7002 USGS QUAD - GUILFORD (1994) AJ7002 AJ7002 *CURRENT SURVEY CONTROL AJ7002 ___________________________________________________________________ AJ7002* NAD 83(2001)- 36 06 18.19696(N) 079 55 56.48580(W) ADJUSTED AJ7002* NAVD 88 - 272.51 (meters) 894.1 (feet) GPS OBS AJ7002 ___________________________________________________________________ AJ7002 X - 901,906.676 (meters) COMP AJ7002 Y - -5,079,889.937 (meters) COMP AJ7002 Z - 3,737,757.954 (meters) COMP AJ7002 LAPLACE CORR- 6.83 (seconds) DEFLEC99 AJ7002 ELLIP HEIGHT- 240.91 (meters) (11/24/03) GPS OBS AJ7002 GEOID HEIGHT- -31.55 (meters) GEOID99 AJ7002 AJ7002 HORZ ORDER - FIRST AJ7002 ELLP ORDER - FOURTH CLASS II AJ7002 AJ7002.This mark is at Piedmont Triad Intl Airport (GSO) AJ7002 AJ7002.The North Carolina/South Carolina HARNS have been completed but, AJ7002.due to contractual restrictions, coordinates for these stations AJ7002.will NOT be published in the near future. In the interim, the AJ7002.published coordinates in North and South Carolina will not be AJ7002.consistent with the Continuously Operating Reference Stations AJ7002.(CORS). The HARN coordinates for these stations are available AJ7002.upon request. Contact Gary Thompson(919-733-3836), or Lewis AJ7002.Lapine(803-896-7700). AJ7002. AJ7002.In addition, the published North and South Carolina positions AJ7002.(NAD 83 (1986)) are NOT consistent with those determined in AJ7002.adjacent state readjustments. The discontinuity between stations AJ7002.located in North or South Carolina and those in adjacent states AJ7002.which have been adjusted to the HARN may be as much as 5 AJ7002.decimeters. This will result in a significant loss of accuracy AJ7002.over lines crossing such state borders. AJ7002 AJ7002 AJ7002.The horizontal coordinates were established by GPS observations AJ7002.and adjusted by the National Geodetic Survey in November 2003. AJ7002.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AJ7002.DATUM ITEM on the data sheet items page. AJ7002 AJ7002.The orthometric height was determined by GPS observations and a AJ7002.high-resolution geoid model. AJ7002 AJ7002.GPS derived orthometric heights for airport stations designated as AJ7002.PACS or SACS are published to 2 decimal places. This maintains AJ7002.centimeter relative accuracy between the PACS and SACS. It does AJ7002.not indicate centimeter accuracy relative to other marks which are AJ7002.part of the NAVD 88 network. AJ7002 AJ7002.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ7002 AJ7002.The Laplace correction was computed from DEFLEC99 derived deflections. AJ7002 AJ7002.The ellipsoidal height was determined by GPS observations AJ7002.and is referenced to NAD 83. AJ7002 AJ7002.The geoid height was determined by GEOID99. AJ7002 AJ7002; North East Units Scale Converg. AJ7002;SPC NC - 261,651.475 525,650.725 MT 0.99998339 -0 32 17.3 AJ7002;UTM 17 - 3,996,128.289 596,098.041 MT 0.99971379 +0 37 45.0 AJ7002 AJ7002 SUPERSEDED SURVEY CONTROL AJ7002 AJ7002 NAD 83(1995)- 36 06 18.19700(N) 079 55 56.48599(W) AD( ) 1 AJ7002 ELLIP H (01/10/02) 240.92 (m) GP( ) 4 2 AJ7002 AJ7002.Superseded values are not recommended for survey control. AJ7002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AJ7002.See file dsdata.txt to determine how the superseded data were derived. AJ7002 AJ7002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9609896128(NAD 83) AJ7002_MARKER: DH = HORIZONTAL CONTROL DISK AJ7002_SETTING: 34 = SIGN BASE AJ7002_STAMPING: GSO E 2001 AJ7002_MARK LOGO: NGS AJ7002_MAGNETIC: N = NO MAGNETIC MATERIAL AJ7002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ7002+STABILITY: SURFACE MOTION AJ7002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ7002+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2001 AJ7002 AJ7002 HISTORY - Date Condition Report By AJ7002 HISTORY - 20010308 MONUMENTED NGS AJ7002 AJ7002 STATION DESCRIPTION AJ7002 AJ7002'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (ED) AJ7002'THE STATION IS LOCATED ON 7 MILES WEST OF GREENSBORO AT THE AJ7002'PIEDMONT TRIAD INTERNATIONAL AIRPORT , ON THE WEST SIDE OF AJ7002'AIRFIELD IN A GRASSY AREA FORMED BY AN ACCESS ROAD AND AJ7002'TAXIWAYS. OWNERSHIP-PIEDMONT TRIAD AIRPORT AUTHORITY - AJ7002'EDWARD A. JOHNSON (AIRPORT MANAGER) P.O. BOX 35445 GREENSBORO,NC AJ7002'27425 PHONE-336 665 5642 FAX 336 665 5643. NOTIFY 48 HOURS PRIOR FOR AJ7002'ACCESS TO AIRFIELD. AJ7002' AJ7002'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND STATE AJ7002'HWY 68 , PROCEED NORTH ON HWY 68 FOR 1.8 MI TO THE EXIT FOR AJ7002'AIRPORT. PROCEED NORTH AND EAST FOR 1.1 MI WHERE THE ROAD SPLITS , AJ7002'TAKE THE RIGHT SPLIT AND GO EAST FOR .2 MI TO A ROAD ON THE RIGHT. AJ7002'TURN RIGHT AND GO SOUTH ON ROAD FOR .2 MI TO THE FORK ROAD, AJ7002'PROCEED ON LEFT FORK FOR .05 MI TO A ROAD ON THE LEFT, TURN LEFT AJ7002'AND GO .05 MI TO THE GATE ON THE LEFT. PAST THRU THE GATE AND GO .1 AJ7002'MI EAST TO AN ACCESS ROAD. TURN LEFT ON ROAD AND GO .01 MI NORTH AJ7002'TO THE JUNCTION OF TWY AND ACCESS ROAD, PROCEED NORTH FOR .15 MI AJ7002'TO GATE , PASS THRU GATE AND PROCEED NORTH FOR .01 MI TO RAMP AJ7002',CONTINUE NORTH ACROSS RAMP FOR .35 MI TO THE STATION ON THE AJ7002'RIGHT. AJ7002' AJ7002'THE STATION IS A NGS HORIZONTAL CONTROL DISK STAMPED - GSO E 2001 AJ7002'SET IN CONCRETE BASE OF A LIGHTED TWY SIGN. THE STATION IS 127.3 FT AJ7002'WEST OF TWY K, 55 FT NORTH OF THE EDGE OF RAMP AND 5.5 FT SOUTH OF AJ7002'THE SOUTH EDGE OF LIGHTED TWY SIGN. AJ7002' AJ7002'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL AJ7002'STATION. AJ7002' AJ7002' 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AI2311 *********************************************************************** AI2311 DESIGNATION - INMAN AI2311 PID - AI2311 AI2311 STATE/COUNTY- NC/GUILFORD AI2311 USGS QUAD - GUILFORD (1994) AI2311 AI2311 *CURRENT SURVEY CONTROL AI2311 ___________________________________________________________________ AI2311* NAD 83(1986)- 36 06 59.60802(N) 079 55 05.64598(W) ADJUSTED AI2311* NAVD 88 - 273.9 (meters) 899. (feet) GPS OBS AI2311 ___________________________________________________________________ AI2311 LAPLACE CORR- 6.80 (seconds) DEFLEC99 AI2311 GEOID HEIGHT- -31.55 (meters) GEOID99 AI2311 AI2311 HORZ ORDER - FIRST AI2311 AI2311.The North Carolina/South Carolina HARNS have been completed but, AI2311.due to contractual restrictions, coordinates for these stations AI2311.will NOT be published in the near future. In the interim, the AI2311.published coordinates in North and South Carolina will not be AI2311.consistent with the Continuously Operating Reference Stations AI2311.(CORS). The HARN coordinates for these stations are available AI2311.upon request. Contact Gary Thompson(919-733-3836), or Lewis AI2311.Lapine(803-896-7700). AI2311. AI2311.In addition, the published North and South Carolina positions AI2311.(NAD 83 (1986)) are NOT consistent with those determined in AI2311.adjacent state readjustments. The discontinuity between stations AI2311.located in North or South Carolina and those in adjacent states AI2311.which have been adjusted to the HARN may be as much as 5 AI2311.decimeters. This will result in a significant loss of accuracy AI2311.over lines crossing such state borders. AI2311 AI2311 AI2311.The horizontal coordinates were established by GPS observations AI2311.and adjusted by the National Geodetic Survey in November 1999. AI2311 AI2311.The orthometric height was determined by GPS observations and a AI2311.high-resolution geoid model. AI2311 AI2311.The Laplace correction was computed from DEFLEC99 derived deflections. AI2311 AI2311.The geoid height was determined by GEOID99. AI2311 AI2311; North East Units Scale Converg. AI2311;SPC NC - 262,915.942 526,934.071 MT 0.99998640 -0 31 47.9 AI2311;UTM 17 - 3,997,418.293 597,355.018 MT 0.99971678 +0 38 15.6 AI2311 AI2311: Primary Azimuth Mark Grid Az AI2311:SPC NC - RUNWAY 114 00 29.7 AI2311:UTM 17 - RUNWAY 112 50 26.2 AI2311 AI2311|---------------------------------------------------------------------| AI2311| PID Reference Object Distance Geod. Az | AI2311| dddmmss.s | AI2311| AI2310 RUNWAY 448.540 METERS 1132841.8 | AI2311|---------------------------------------------------------------------| AI2311 AI2311 SUPERSEDED SURVEY CONTROL AI2311 AI2311.No superseded survey control is available for this station. AI2311 AI2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9735597418(NAD 83) AI2311_MARKER: DH = HORIZONTAL CONTROL DISK AI2311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI2311_STAMPING: INMAN 1991 AI2311_MARK LOGO: NCGS AI2311_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AI2311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI2311+STABILITY: SURFACE MOTION AI2311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI2311+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2003 AI2311 AI2311 HISTORY - Date Condition Report By AI2311 HISTORY - 1991 MONUMENTED NCGS AI2311 HISTORY - 20031101 GOOD USPSQD AI2311 AI2311 STATION DESCRIPTION AI2311 AI2311'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB) AI2311'STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF AI2311'GREENSBORO, AND 2.4 MI (3.9 KM) NORTHEAST OF PIEDMONT TRIAD AI2311'INTERNATIONAL AIRPORT. PROCEED ALONG SR 2085 (AIRPORT PARKWAY) FOR AI2311'2.55 MI (4.10 KM) EAST FROM NC 68, THENCE SOUTHEAST FOR 0.65 MI (1.05 AI2311'KM) ALONG SR 2137 (OLD OAK RIDGE RD) TO SR 2141 (INMAN RD), IN WEST AI2311'QUADRANT OF THE CROSSROADS AND THE YARD OF GUILFORD COLLEGE FIRE AI2311'DEPARTMENT STATION NUMBER 19. MARK IS LEVEL WITH ROAD AND RECESSED 1 AI2311'INCH BELOW GROUND. LOCATED 61.5 FT (18.7 M) SOUTHWEST OF THE AI2311'CENTERLINE OF SR 2137, 33.5 FT (10.2 M) NORTHWEST OF THE CENTERLINE OF AI2311'SR 2140, 92.5 FT (28.2 M) EAST OF THE EAST CORNER OF BRICK BUILDING, AI2311'23.7 FT (7.2 M) NORTH OF A TELEPHONE PEDESTAL, 77.0 FT (23.5 M) AI2311'NORTHEAST OF THE CORNER OF CONCRETE SIDEWALK, AND 31.6 FT (9.6 M) AI2311'SOUTH-SOUTHWEST OF A POWER POLE WITH REFERENCE TAG. AI2311 AI2311 STATION RECOVERY (2003) AI2311 AI2311'RECOVERY NOTE BY US POWER SQUADRON 2003 AI2311'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 FZ0123 *********************************************************************** FZ0123 DESIGNATION - J 43 FZ0123 PID - FZ0123 FZ0123 STATE/COUNTY- NC/GUILFORD FZ0123 USGS QUAD - KERNERSVILLE (1994) FZ0123 FZ0123 *CURRENT SURVEY CONTROL FZ0123 ___________________________________________________________________ FZ0123* NAD 83(1986)- 36 06 31. (N) 080 00 30. (W) SCALED FZ0123* NAVD 88 - 296.116 (meters) 971.51 (feet) ADJUSTED FZ0123 ___________________________________________________________________ FZ0123 GEOID HEIGHT- -31.87 (meters) GEOID99 FZ0123 DYNAMIC HT - 295.852 (meters) 970.64 (feet) COMP FZ0123 MODELED GRAV- 979,735.6 (mgal) NAVD 88 FZ0123 FZ0123 VERT ORDER - FIRST CLASS II FZ0123 FZ0123.The horizontal coordinates were scaled from a topographic map and have FZ0123.an estimated accuracy of +/- 6 seconds. FZ0123 FZ0123.The orthometric height was determined by differential leveling FZ0123.and adjusted by the National Geodetic Survey in June 1991. FZ0123 FZ0123.The geoid height was determined by GEOID99. FZ0123 FZ0123.The dynamic height is computed by dividing the NAVD 88 FZ0123.geopotential number by the normal gravity value computed on the FZ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FZ0123.degrees latitude (g = 980.6199 gals.). FZ0123 FZ0123.The modeled gravity was interpolated from observed gravity values. FZ0123 FZ0123; North East Units Estimated Accuracy FZ0123;SPC NC - 262,110. 518,810. MT (+/- 180 meters Scaled) FZ0123 FZ0123 SUPERSEDED SURVEY CONTROL FZ0123 FZ0123 NGVD 29 (??/??/92) 296.326 (m) 972.20 (f) ADJ UNCH 1 2 FZ0123 FZ0123.Superseded values are not recommended for survey control. FZ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ0123.See file dsdata.txt to determine how the superseded data were derived. FZ0123 FZ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV892964(NAD 83) FZ0123_MARKER: DB = BENCH MARK DISK FZ0123_SETTING: 31 = STEP FZ0123_STAMPING: J 43 1932 972.275 FZ0123_MARK LOGO: CGS FZ0123_MAGNETIC: N = NO MAGNETIC MATERIAL FZ0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FZ0123 FZ0123 HISTORY - Date Condition Report By FZ0123 HISTORY - 1932 MONUMENTED CGS FZ0123 HISTORY - 1961 GOOD NGS FZ0123 HISTORY - 19820323 GOOD NGS FZ0123 HISTORY - 19950820 MARK NOT FOUND USPSQD FZ0123 HISTORY - 20031101 MARK NOT FOUND USPSQD FZ0123 FZ0123 STATION DESCRIPTION FZ0123 FZ0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 FZ0123'AT COLFAX. FZ0123'AT COLFAX, GUILFORD COUNTY, 1/4 MILE EAST OF THE SOUTHERN RAILWAY FZ0123'STATION, AT THE SOUTH SIDE OF THE PUBLIC SCHOOL, AT THE FRONT FZ0123'STEPS, AND IN THE TOP OF THE WEST END OF THE THIRD STEP ABOVE FZ0123'THE GROUND. A STANDARD DISK, STAMPED 972.275 J 43 1932. FZ0123 FZ0123 STATION RECOVERY (1982) FZ0123 FZ0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 FZ0123'RECOVERED IN GOOD CONDITION. FZ0123 FZ0123 STATION RECOVERY (1995) FZ0123 FZ0123'RECOVERY NOTE BY US POWER SQUADRON 1995 FZ0123'MARK NOT FOUND. FZ0123 FZ0123 STATION RECOVERY (2003) FZ0123 FZ0123'RECOVERY NOTE BY US POWER SQUADRON 2003 FZ0123'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 FZ1329 *********************************************************************** FZ1329 DESIGNATION - J 43 RESET FZ1329 PID - FZ1329 FZ1329 STATE/COUNTY- NC/GUILFORD FZ1329 USGS QUAD - KERNERSVILLE (1994) FZ1329 FZ1329 *CURRENT SURVEY CONTROL FZ1329 ___________________________________________________________________ FZ1329* NAD 83(1986)- 36 06 31. (N) 080 00 30. (W) SCALED FZ1329* NAVD 88 - 295.39 (meters) 969.1 (feet) RESET FZ1329 ___________________________________________________________________ FZ1329 GEOID HEIGHT- -31.87 (meters) GEOID99 FZ1329 FZ1329 VERT ORDER - THIRD FZ1329 FZ1329.The horizontal coordinates were scaled from a topographic map and have FZ1329.an estimated accuracy of +/- 6 seconds. FZ1329 FZ1329.The orthometric height was computed from unverified reset data. FZ1329.No vertical observational check was made to the station. FZ1329 FZ1329.The geoid height was determined by GEOID99. FZ1329 FZ1329; North East Units Estimated Accuracy FZ1329;SPC NC - 262,110. 518,810. MT (+/- 180 meters Scaled) FZ1329 FZ1329 SUPERSEDED SURVEY CONTROL FZ1329 FZ1329 NGVD 29 (02/01/00) 295.60 (m) 969.8 (f) RESET 3 FZ1329 FZ1329.Superseded values are not recommended for survey control. FZ1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ1329.See file dsdata.txt to determine how the superseded data were derived. FZ1329 FZ1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV892964(NAD 83) FZ1329_MARKER: DV = VERTICAL CONTROL DISK FZ1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ1329_STAMPING: J 43 RESET 1982 FZ1329_MARK LOGO: NGS FZ1329_MAGNETIC: N = NO MAGNETIC MATERIAL FZ1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ1329+STABILITY: SURFACE MOTION FZ1329 FZ1329 HISTORY - Date Condition Report By FZ1329 HISTORY - 1982 MONUMENTED NGS FZ1329 HISTORY - 19820323 GOOD NGS FZ1329 HISTORY - 19950820 GOOD USPSQD FZ1329 HISTORY - 20031101 MARK NOT FOUND USPSQD FZ1329 FZ1329 STATION DESCRIPTION FZ1329 FZ1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 FZ1329'0.3 MILES (0.5 KM) SOUTHWEST ALONG US 421 FROM THE POST OFFICE IN FZ1329'COLFAX TO THE MARK ON THE LEFT ON THE PUBLIC SCHOOL GROUNDS, 9.2 FZ1329'METERS (30.2 FT) SOUTHWEST OF THE SOUTH CORNER OF THE GYMNASIUM, 6.05 FZ1329'METERS (19.85 FT) NORTH OF A UTILITY POLE WITH A FLOOD LIGHT AND AN FZ1329'ALUMINUM REFERENCE TAG, 2.12 METERS (6.96 FT) NORTHEAST OF THE EDGE FZ1329'OF SIDEWALK, 10.1 METERS (33.1 FT) NORTHWEST OF THE CENTER OF THE FZ1329'WEST ENTRANCE ROAD, SR 2005, TO SCHOOL, 23.05 METERS (75.62 FT) FZ1329'NORTHEAST OF POWER LINE POLE 101 WHICH HAS A REFERENCE TAG, AND 36.0 FZ1329'METERS (118.1 FT) NORTHEAST OF THE CENTERLINE OF US 421. FZ1329 FZ1329 STATION RECOVERY (1995) FZ1329 FZ1329'RECOVERY NOTE BY US POWER SQUADRON 1995 FZ1329'RECOVERED IN GOOD CONDITION. FZ1329 FZ1329 STATION RECOVERY (2003) FZ1329 FZ1329'RECOVERY NOTE BY US POWER SQUADRON 2003 FZ1329'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 FY3600 *********************************************************************** FY3600 DESIGNATION - KOURY NCGS 1964 FY3600 PID - FY3600 FY3600 STATE/COUNTY- NC/GUILFORD FY3600 USGS QUAD - GREENSBORO (1994) FY3600 FY3600 *CURRENT SURVEY CONTROL FY3600 ___________________________________________________________________ FY3600* NAD 83(1986)- 36 02 23.69253(N) 079 50 58.33564(W) ADJUSTED FY3600* NAVD 88 - 260.7 (meters) 855. (feet) VERTCON FY3600 ___________________________________________________________________ FY3600 LAPLACE CORR- 5.81 (seconds) DEFLEC99 FY3600 GEOID HEIGHT- -30.90 (meters) GEOID99 FY3600 FY3600 HORZ ORDER - SECOND FY3600 FY3600.The North Carolina/South Carolina HARNS have been completed but, FY3600.due to contractual restrictions, coordinates for these stations FY3600.will NOT be published in the near future. In the interim, the FY3600.published coordinates in North and South Carolina will not be FY3600.consistent with the Continuously Operating Reference Stations FY3600.(CORS). The HARN coordinates for these stations are available FY3600.upon request. Contact Gary Thompson(919-733-3836), or Lewis FY3600.Lapine(803-896-7700). FY3600. FY3600.In addition, the published North and South Carolina positions FY3600.(NAD 83 (1986)) are NOT consistent with those determined in FY3600.adjacent state readjustments. The discontinuity between stations FY3600.located in North or South Carolina and those in adjacent states FY3600.which have been adjusted to the HARN may be as much as 5 FY3600.decimeters. This will result in a significant loss of accuracy FY3600.over lines crossing such state borders. FY3600 FY3600 FY3600.The horizontal coordinates were established by classical geodetic methods FY3600.and adjusted by the National Geodetic Survey in July 1986. FY3600 FY3600.The NAVD 88 height was computed by applying the VERTCON shift value to FY3600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY3600 FY3600.The Laplace correction was computed from DEFLEC99 derived deflections. FY3600 FY3600.The geoid height was determined by GEOID99. FY3600 FY3600; North East Units Scale Converg. FY3600;SPC NC - 254,357.021 533,045.841 MT 0.99996709 -0 29 25.2 FY3600;UTM 17 - 3,988,987.802 603,638.321 MT 0.99973235 +0 40 37.0 FY3600 FY3600 SUPERSEDED SURVEY CONTROL FY3600 FY3600 NAD 27 - 36 02 23.20920(N) 079 50 59.21986(W) AD( ) 2 FY3600 NGVD 29 (07/19/86) 260.9 (m) 856. (f) VERT ANG FY3600 FY3600.Superseded values are not recommended for survey control. FY3600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY3600.See file dsdata.txt to determine how the superseded data were derived. FY3600 FY3600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0363888988(NAD 83) FY3600_MARKER: DE = TRAVERSE STATION DISK FY3600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY3600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY3600+STABILITY: SURFACE MOTION FY3600 FY3600 HISTORY - Date Condition Report By FY3600 HISTORY - 1963 MONUMENTED NCGS FY3600 HISTORY - 1970 MARK NOT FOUND LOCENG FY3600 HISTORY - 1979 MARK NOT FOUND NC1940 FY3600 HISTORY - 1985 MARK NOT FOUND USPSQD FY3600 HISTORY - 20031101 MARK NOT FOUND USPSQD FY3600 FY3600 STATION DESCRIPTION FY3600 FY3600'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF) FY3600'KOURY IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN GREENSBORO, FY3600'NORTH CAROLINA. STATION IS 3.7 MILES SW OF GREENSBORO, LOCATED 0.55 FY3600'MILES SW ALONG OLD HIGH POINT RD. (U.S. 29 AND 70A) FROM I 40, 0.65 FY3600'MILES NE OF MERRITT DRIVE, ON N SIDE OF OLD HIGH POINT RD., AND AT FY3600'THE INTERSECTION OF OSBORNE RD. FROM THE SOUTH. FY3600' FY3600'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED KOURY FY3600'1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FY3600'FLUSH WITH THE SURFACE OF THE GROUND. FY3600' FY3600'MARK IS FY3600' FY3600'31.2 FT N OF C/L OF OLD HIGH POINT RD. FY3600' FY3600'3.6 FT S OF 3 LEAD NAILS IN 30 INCH OAK FY3600' FY3600'73.1 E OF 3 LEAD NAILS IN 36 INCH OAK FY3600' FY3600'83.4 FT SE OF SE CORNER OF HOUSE 3700 FY3600' FY3600'47.6 FT SE OF 3 LEAD NAILS IN 36 INCH OAK FY3600' FY3600'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. FY3600 FY3600 STATION RECOVERY (1970) FY3600 FY3600'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 FY3600'DESTROYED FY3600 FY3600 STATION RECOVERY (1979) FY3600 FY3600'RECOVERY NOTE BY CITY OF GREENSBORO NORTH CAROLINA 1979 (MC) FY3600'THE STATION WAS REPORTED DESTROYED DUE TO CONSTRUCTION. FY3600 FY3600 STATION RECOVERY (1985) FY3600 FY3600'RECOVERY NOTE BY US POWER SQUADRON 1985 (JL) FY3600'MARK NOT FOUND. FY3600 FY3600 STATION RECOVERY (2003) FY3600 FY3600'RECOVERY NOTE BY US POWER SQUADRON 2003 (GPS) FY3600'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 FY3602 *********************************************************************** FY3602 DESIGNATION - LARUE NCGS 1964 FY3602 PID - FY3602 FY3602 STATE/COUNTY- NC/GUILFORD FY3602 USGS QUAD - GREENSBORO (1994) FY3602 FY3602 *CURRENT SURVEY CONTROL FY3602 ___________________________________________________________________ FY3602* NAD 83(1986)- 36 02 28.82762(N) 079 50 38.39188(W) ADJUSTED FY3602* NAVD 88 - 255.2 (meters) 837. (feet) VERTCON FY3602 ___________________________________________________________________ FY3602 LAPLACE CORR- 5.77 (seconds) DEFLEC99 FY3602 GEOID HEIGHT- -30.88 (meters) GEOID99 FY3602 FY3602 HORZ ORDER - SECOND FY3602 FY3602.The North Carolina/South Carolina HARNS have been completed but, FY3602.due to contractual restrictions, coordinates for these stations FY3602.will NOT be published in the near future. In the interim, the FY3602.published coordinates in North and South Carolina will not be FY3602.consistent with the Continuously Operating Reference Stations FY3602.(CORS). The HARN coordinates for these stations are available FY3602.upon request. Contact Gary Thompson(919-733-3836), or Lewis FY3602.Lapine(803-896-7700). FY3602. FY3602.In addition, the published North and South Carolina positions FY3602.(NAD 83 (1986)) are NOT consistent with those determined in FY3602.adjacent state readjustments. The discontinuity between stations FY3602.located in North or South Carolina and those in adjacent states FY3602.which have been adjusted to the HARN may be as much as 5 FY3602.decimeters. This will result in a significant loss of accuracy FY3602.over lines crossing such state borders. FY3602 FY3602 FY3602.The horizontal coordinates were established by classical geodetic methods FY3602.and adjusted by the National Geodetic Survey in July 1986. FY3602 FY3602.The NAVD 88 height was computed by applying the VERTCON shift value to FY3602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY3602 FY3602.The Laplace correction was computed from DEFLEC99 derived deflections. FY3602 FY3602.The geoid height was determined by GEOID99. FY3602 FY3602; North East Units Scale Converg. FY3602;SPC NC - 254,511.026 533,546.401 MT 0.99996743 -0 29 13.7 FY3602;UTM 17 - 3,989,151.934 604,135.523 MT 0.99973362 +0 40 48.8 FY3602 FY3602: Primary Azimuth Mark Grid Az FY3602:SPC NC - TOOTSIE 039 31 43.6 FY3602:UTM 17 - TOOTSIE 038 21 41.1 FY3602 FY3602|---------------------------------------------------------------------| FY3602| PID Reference Object Distance Geod. Az | FY3602| dddmmss.s | FY3602| FY3626 TOOTSIE 421.250 METERS 0390229.9 | FY3602|---------------------------------------------------------------------| FY3602 FY3602 SUPERSEDED SURVEY CONTROL FY3602 FY3602 NAD 27 - 36 02 28.34389(N) 079 50 39.27675(W) AD( ) 2 FY3602 NGVD 29 (07/19/86) 255.4 (m) 838. (f) VERT ANG FY3602 FY3602.Superseded values are not recommended for survey control. FY3602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY3602.See file dsdata.txt to determine how the superseded data were derived. FY3602 FY3602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0413689152(NAD 83) FY3602_MARKER: DE = TRAVERSE STATION DISK FY3602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY3602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY3602+STABILITY: SURFACE MOTION FY3602 FY3602 HISTORY - Date Condition Report By FY3602 HISTORY - 1963 MONUMENTED NCGS FY3602 HISTORY - 1985 MARK NOT FOUND USPSQD FY3602 HISTORY - 20031101 MARK NOT FOUND USPSQD FY3602 FY3602 STATION DESCRIPTION FY3602 FY3602'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF) FY3602'LARUE IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN GREENSBORO, FY3602'NORTH CAROLINA. STATION IS 3.5 MILES SW OF GREENSBORO, LOCATED 0.2 FY3602'MILES SW ALONG OLD HIGH POINT RD. (U.S. 29 AND 70A), 0.3 MILES NE FY3602'OF OSBORNE RD., APPROXIMATELY 200 FT W OF PINECROFT RD. (SR 1397) FY3602'ON S SIDE OF OLD HIGH POINT RD. (U.S. 29 AND 70A). FY3602' FY3602'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED LARUE FY3602'1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 FY3602'INCHES BELOW THE SURFACE OF THE GROUND. FY3602' FY3602'MARK IS FY3602' FY3602'27.0 FT S OF C/L OF OLD HIGH POINT RD. FY3602' FY3602'8.8 FT E OF 3 LEAD NAILS IN PP B65 FY3602' FY3602'39.9 FT NE OF 3 LEAD NAILS IN SIGN POST FY3602' FY3602'118.8 FT W OF 3 LEAD NAILS IN PP B66 FY3602' FY3602'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. FY3602 FY3602 STATION RECOVERY (1985) FY3602 FY3602'RECOVERY NOTE BY US POWER SQUADRON 1985 (JL) FY3602'MARK NOT FOUND. FY3602 FY3602 STATION RECOVERY (2003) FY3602 FY3602'RECOVERY NOTE BY US POWER SQUADRON 2003 (GPS) FY3602'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 FY3605 *********************************************************************** FY3605 DESIGNATION - MERRITT FY3605 PID - FY3605 FY3605 STATE/COUNTY- NC/GUILFORD FY3605 USGS QUAD - GREENSBORO (1994) FY3605 FY3605 *CURRENT SURVEY CONTROL FY3605 ___________________________________________________________________ FY3605* NAD 83(1986)- 36 02 53.99877(N) 079 51 23.34569(W) ADJUSTED FY3605* NAVD 88 - 245.66 (meters) 806.0 (feet) GPS OBS FY3605 ___________________________________________________________________ FY3605 LAPLACE CORR- 6.06 (seconds) DEFLEC99 FY3605 GEOID HEIGHT- -30.96 (meters) GEOID99 FY3605 FY3605 HORZ ORDER - FIRST FY3605 FY3605.The North Carolina/South Carolina HARNS have been completed but, FY3605.due to contractual restrictions, coordinates for these stations FY3605.will NOT be published in the near future. In the interim, the FY3605.published coordinates in North and South Carolina will not be FY3605.consistent with the Continuously Operating Reference Stations FY3605.(CORS). The HARN coordinates for these stations are available FY3605.upon request. Contact Gary Thompson(919-733-3836), or Lewis FY3605.Lapine(803-896-7700). FY3605. FY3605.In addition, the published North and South Carolina positions FY3605.(NAD 83 (1986)) are NOT consistent with those determined in FY3605.adjacent state readjustments. The discontinuity between stations FY3605.located in North or South Carolina and those in adjacent states FY3605.which have been adjusted to the HARN may be as much as 5 FY3605.decimeters. This will result in a significant loss of accuracy FY3605.over lines crossing such state borders. FY3605 FY3605 FY3605.The horizontal coordinates were established by GPS observations FY3605.and adjusted by the National Geodetic Survey in December 1998. FY3605 FY3605.The orthometric height was determined by GPS observations and a FY3605.high-resolution geoid model using precise GPS observation and FY3605.processing techniques. FY3605 FY3605.The Laplace correction was computed from DEFLEC99 derived deflections. FY3605 FY3605.The geoid height was determined by GEOID99. FY3605 FY3605; North East Units Scale Converg. FY3605;SPC NC - 255,296.440 532,427.871 MT 0.99996912 -0 29 39.6 FY3605;UTM 17 - 3,989,914.217 603,001.492 MT 0.99973072 +0 40 22.7 FY3605 FY3605: Primary Azimuth Mark Grid Az FY3605:SPC NC - TOOTSIE 108 22 18.0 FY3605:UTM 17 - TOOTSIE 107 12 15.7 FY3605 FY3605|---------------------------------------------------------------------| FY3605| PID Reference Object Distance Geod. Az | FY3605| dddmmss.s | FY3605| DE9239 75E 200 APPROX. 0.6 KM 0210935.7 | FY3605| FY3626 TOOTSIE APPROX. 1.5 KM 1075238.4 | FY3605| FY3551 AUBURN 251.238 METERS 23936 | FY3605| FY3549 ALICE 374.821 METERS 28035 | FY3605|---------------------------------------------------------------------| FY3605 FY3605 SUPERSEDED SURVEY CONTROL FY3605 FY3605 NAD 83(1986)- 36 02 53.99980(N) 079 51 23.34550(W) AD( ) 2 FY3605 NAD 27 - 36 02 53.51485(N) 079 51 24.22850(W) AD( ) 2 FY3605 NGVD 29 (07/19/86) 246.1 (m) 807. (f) VERT ANG FY3605 FY3605.Superseded values are not recommended for survey control. FY3605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY3605.See file dsdata.txt to determine how the superseded data were derived. FY3605 FY3605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0300189914(NAD 83) FY3605_MARKER: DE = TRAVERSE STATION DISK FY3605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY3605_STAMPING: MERRITT 1963 FY3605_MARK LOGO: NCGS FY3605_PROJECTION: FLUSH FY3605_MAGNETIC: O = OTHER; SEE DESCRIPTION FY3605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY3605+STABILITY: SURFACE MOTION FY3605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FY3605+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1997 FY3605 FY3605 HISTORY - Date Condition Report By FY3605 HISTORY - 1963 MONUMENTED NCGS FY3605 HISTORY - 1984 GOOD USPSQD FY3605 HISTORY - 19940531 GOOD NCGS FY3605 HISTORY - 19940618 GOOD NCGS FY3605 HISTORY - 19970625 GOOD NC1940 FY3605 HISTORY - 20031101 MARK NOT FOUND USPSQD FY3605 FY3605 STATION DESCRIPTION FY3605 FY3605'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF) FY3605'MERRITT IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN GREENSBORO, FY3605'NORTH CAROLINA. STATION IS 4 MILES SW OF GREENSBORO, LOCATED 0.6 FY3605'MILES W ALONG I 40 FROM BRIDGE OVER OLD HIGH POINT RD. (U.S. 29 AND FY3605'70A), 0.4 MILES E OF NC 6 (PATTERSON ST.), AT THE NW CORNER OF FY3605'BRIDGE OVER I 40 ON MERRITT DRIVE. FY3605' FY3605'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY3605'MERRITT 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP FY3605'OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. FY3605' FY3605'MARK IS FY3605' FY3605'18.2 FT NW OF C/L OF MERRITT DR. FY3605' FY3605'21.2 FT SE OF 3 LEAD NAILS IN TP 355 FY3605' FY3605'1.9 FT NE OF N END OF W RAIL OF BRIDGE FY3605' FY3605'8.9 FT SW OF W END OF CURB RETAINING WALL FY3605' FY3605'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. FY3605 FY3605 STATION RECOVERY (1984) FY3605 FY3605'RECOVERY NOTE BY US POWER SQUADRON 1984 (WBW) FY3605'MERRITT 1963 RECOVERED GOOD. FY3605' FY3605'RECOVERED AS DESCRIBED. FY3605 FY3605 STATION RECOVERY (1994) FY3605 FY3605'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS) FY3605'RECOVERED AS DESCRIBED. FY3605 FY3605 STATION RECOVERY (1994) FY3605 FY3605'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 FY3605'RECOVERED AS DESCRIBED. FY3605 FY3605 STATION RECOVERY (1997) FY3605 FY3605'RECOVERY NOTE BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED) FY3605'STATION WAS RECOVERED AS DESCRIBED, AND UPDATED AS FOLLOWS. FY3605'MARK IS LOCATED AT THE NORTHWEST CORNER OF THE MERRITT DRIVE BRIDGE FY3605'OVER I-40, RECESSED 8-INCHES BELOW GROUND, 19.3 FT (5.9 M) WEST OF THE FY3605'CENTERLINE OF MERRITT DRIVE, 2.0 FT (0.6 M) NORTH OF THE CORNER OF THE FY3605'BRIDGE, AND 65.4 FT (19.9 M) SOUTHEAST OF A LIGHT POLE (AT THE EDGE OF FY3605'HUNTER HILLS BAPTIST CHURCH PARKING LOT). FY3605 FY3605 STATION RECOVERY (2003) FY3605 FY3605'RECOVERY NOTE BY US POWER SQUADRON 2003 (GPS) FY3605'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 FY3609 *********************************************************************** FY3609 DESIGNATION - OSBORNE NCGS 1964 FY3609 PID - FY3609 FY3609 STATE/COUNTY- NC/GUILFORD FY3609 USGS QUAD - GREENSBORO (1994) FY3609 FY3609 *CURRENT SURVEY CONTROL FY3609 ___________________________________________________________________ FY3609* NAD 83(1986)- 36 01 55.08177(N) 079 50 58.54872(W) ADJUSTED FY3609* NAVD 88 - 249.4 (meters) 818. (feet) VERTCON FY3609 ___________________________________________________________________ FY3609 LAPLACE CORR- 5.70 (seconds) DEFLEC99 FY3609 GEOID HEIGHT- -30.87 (meters) GEOID99 FY3609 FY3609 HORZ ORDER - SECOND FY3609 FY3609.The North Carolina/South Carolina HARNS have been completed but, FY3609.due to contractual restrictions, coordinates for these stations FY3609.will NOT be published in the near future. In the interim, the FY3609.published coordinates in North and South Carolina will not be FY3609.consistent with the Continuously Operating Reference Stations FY3609.(CORS). The HARN coordinates for these stations are available FY3609.upon request. Contact Gary Thompson(919-733-3836), or Lewis FY3609.Lapine(803-896-7700). FY3609. FY3609.In addition, the published North and South Carolina positions FY3609.(NAD 83 (1986)) are NOT consistent with those determined in FY3609.adjacent state readjustments. The discontinuity between stations FY3609.located in North or South Carolina and those in adjacent states FY3609.which have been adjusted to the HARN may be as much as 5 FY3609.decimeters. This will result in a significant loss of accuracy FY3609.over lines crossing such state borders. FY3609 FY3609 FY3609.The horizontal coordinates were established by classical geodetic methods FY3609.and adjusted by the National Geodetic Survey in July 1986. FY3609 FY3609.The NAVD 88 height was computed by applying the VERTCON shift value to FY3609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY3609 FY3609.The Laplace correction was computed from DEFLEC99 derived deflections. FY3609 FY3609.The geoid height was determined by GEOID99. FY3609 FY3609; North East Units Scale Converg. FY3609;SPC NC - 253,475.284 533,032.961 MT 0.99996519 -0 29 25.3 FY3609;UTM 17 - 3,988,106.192 603,643.403 MT 0.99973236 +0 40 36.4 FY3609 FY3609: Primary Azimuth Mark Grid Az FY3609:SPC NC - OAKWOOD NCGS 1964 358 31 26.0 FY3609:UTM 17 - OAKWOOD NCGS 1964 357 21 24.3 FY3609 FY3609|---------------------------------------------------------------------| FY3609| PID Reference Object Distance Geod. Az | FY3609| dddmmss.s | FY3609| FY3598 KEY NCGS 1964 399.540 METERS 15555 | FY3609| FY3608 OAKWOOD NCGS 1964 APPROX. 0.6 KM 3580200.7 | FY3609|---------------------------------------------------------------------| FY3609 FY3609 SUPERSEDED SURVEY CONTROL FY3609 FY3609 NAD 27 - 36 01 54.59781(N) 079 50 59.43431(W) AD( ) 2 FY3609 NGVD 29 (07/19/86) 249.6 (m) 819. (f) VERT ANG FY3609 FY3609.Superseded values are not recommended for survey control. FY3609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY3609.See file dsdata.txt to determine how the superseded data were derived. FY3609 FY3609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0364388106(NAD 83) FY3609_MARKER: DE = TRAVERSE STATION DISK FY3609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY3609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY3609+STABILITY: SURFACE MOTION FY3609 FY3609 HISTORY - Date Condition Report By FY3609 HISTORY - 1963 MONUMENTED NCGS FY3609 HISTORY - 20031101 MARK NOT FOUND USPSQD FY3609 FY3609 STATION DESCRIPTION FY3609 FY3609'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF) FY3609'OSBORNE IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN GREENSBORO, FY3609'NORTH CAROLINA. STATION IS 4.1 MILES SW OF GREENSBORO, LOCATED 0.5 FY3609'MILES S ALONG OSBORNE RD. FROM OLD HIGH POINT RD., 0.9 MILES N OF FY3609'FREEMAN MILL RD., 0.2 MILES S OF BEN L. SMITH SCHOOL, AND ON W FY3609'SIDE OF OSBORNE RD. IN YARD OF HOUSE NO. 2610. FY3609' FY3609'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY3609'OSBORNE 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY3609'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. FY3609' FY3609'MARK IS FY3609' FY3609'37.3 FT W OF C/L OF OSBORNE RD. FY3609' FY3609'8.5 FT W OF 3 LEAD NAILS IN PP 4193E FY3609' FY3609'9.5 FT W OF HIGHWAY R/W MARKERS FY3609' FY3609'80.6 FT NE OF NE CORNER OF HOUSE 2610 FY3609' FY3609'24.0 FT N OF C/L OF DRIVEWAY FY3609' FY3609'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. FY3609 FY3609 STATION RECOVERY (2003) FY3609 FY3609'RECOVERY NOTE BY US POWER SQUADRON 2003 (GPS) FY3609'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 FY3616 *********************************************************************** FY3616 DESIGNATION - RED DOG NCGS 1964 FY3616 PID - FY3616 FY3616 STATE/COUNTY- NC/GUILFORD FY3616 USGS QUAD - GREENSBORO (1994) FY3616 FY3616 *CURRENT SURVEY CONTROL FY3616 ___________________________________________________________________ FY3616* NAD 83(1986)- 36 02 59.21938(N) 079 52 23.90313(W) ADJUSTED FY3616* NAVD 88 - 260.00 (meters) 853.0 (feet) GPS OBS FY3616 ___________________________________________________________________ FY3616 LAPLACE CORR- 6.36 (seconds) DEFLEC99 FY3616 GEOID HEIGHT- -31.03 (meters) GEOID99 FY3616 FY3616 HORZ ORDER - FIRST FY3616 FY3616.The North Carolina/South Carolina HARNS have been completed but, FY3616.due to contractual restrictions, coordinates for these stations FY3616.will NOT be published in the near future. In the interim, the FY3616.published coordinates in North and South Carolina will not be FY3616.consistent with the Continuously Operating Reference Stations FY3616.(CORS). The HARN coordinates for these stations are available FY3616.upon request. Contact Gary Thompson(919-733-3836), or Lewis FY3616.Lapine(803-896-7700). FY3616. FY3616.In addition, the published North and South Carolina positions FY3616.(NAD 83 (1986)) are NOT consistent with those determined in FY3616.adjacent state readjustments. The discontinuity between stations FY3616.located in North or South Carolina and those in adjacent states FY3616.which have been adjusted to the HARN may be as much as 5 FY3616.decimeters. This will result in a significant loss of accuracy FY3616.over lines crossing such state borders. FY3616 FY3616 FY3616.The horizontal coordinates were established by GPS observations FY3616.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in January 2003. FY3616 FY3616.The orthometric height was determined by GPS observations and a FY3616.high-resolution geoid model using precise GPS observation and FY3616.processing techniques. FY3616 FY3616.The Laplace correction was computed from DEFLEC99 derived deflections. FY3616 FY3616.The geoid height was determined by GEOID99. FY3616 FY3616; North East Units Scale Converg. FY3616;SPC NC - 255,470.545 530,913.628 MT 0.99996948 -0 30 14.6 FY3616;UTM 17 - 3,990,057.406 601,484.381 MT 0.99972690 +0 39 47.2 FY3616 FY3616: Primary Azimuth Mark Grid Az FY3616:SPC NC - TEAGUE NCGS 1964 294 38 10.8 FY3616:UTM 17 - TEAGUE NCGS 1964 293 28 09.0 FY3616 FY3616|---------------------------------------------------------------------| FY3616| PID Reference Object Distance Geod. Az | FY3616| dddmmss.s | FY3616| FY3559 DELAPP NCGS 1964 479.868 METERS 1073931.5 | FY3616| FY3687 TEAGUE NCGS 1964 APPROX. 2.3 KM 2940756.2 | FY3616|---------------------------------------------------------------------| FY3616 FY3616 SUPERSEDED SURVEY CONTROL FY3616 FY3616 NAD 83(1986)- 36 02 59.21858(N) 079 52 23.90464(W) AD( ) 2 FY3616 NAD 27 - 36 02 58.73275(N) 079 52 24.78555(W) AD( ) 2 FY3616 NGVD 29 (07/19/86) 260.3 (m) 854. (f) VERT ANG FY3616 FY3616.Superseded values are not recommended for survey control. FY3616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY3616.See file dsdata.txt to determine how the superseded data were derived. FY3616 FY3616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0148490057(NAD 83) FY3616_MARKER: DE = TRAVERSE STATION DISK FY3616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY3616_STAMPING: RED DOG 1963 FY3616_MARK LOGO: NCGS FY3616_MAGNETIC: O = OTHER; SEE DESCRIPTION FY3616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY3616+STABILITY: SURFACE MOTION FY3616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FY3616+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1997 FY3616 FY3616 HISTORY - Date Condition Report By FY3616 HISTORY - 1963 MONUMENTED NCGS FY3616 HISTORY - 19970708 GOOD NC1940 FY3616 HISTORY - 20031101 MARK NOT FOUND USPSQD FY3616 FY3616 STATION DESCRIPTION FY3616 FY3616'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF) FY3616'RED DOG IS A N. C. GEODETIC SURVEY TRAVERSE STATION FY3616'ESTABLISHED IN THE VICINITY OF GREENSBORO, NORTH CAROLINA. FY3616' FY3616'RED DOG IS 4.8 MILES SW OF GREENSBORO, LOCATED 1.0 MILE FY3616'SE ALONG I 40 FROM BRIDGE ON RED DOG RD. (SR 1541). 0.4 MILES FY3616'NW OF BRIDGE ON I 40 OVER NC 6 (PATTERSON ST.). ON THE E FY3616'END OF BRIDGES OVER SOUTHERN RR. IN THE MEDIAN ON I 40 AND FY3616'ON CREST OF HILL. FY3616' FY3616'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, FY3616'STAMPED RED DOG 1963, SET IN THE TOP OF A CONCRETE CYLINDER, FY3616'THE TOP OF WHICH IS 2 INCHES ABOVE THE SURFACE OF THE GROUND. FY3616' FY3616'MARK IS FY3616' FY3616'27.3 FT NE OF C/L OF E BOUND LANE OF I 40 FY3616' FY3616'28.1 FT SW OF C/L OF W BOUND LANE OF I 40 FY3616' FY3616'11.8 FT NE OF TOP NE CORNER OF N BRIDGE RAILING OF S BRIDGE FY3616'OVER SOUTHERN RR FY3616' FY3616'10.5 FT SE OF TOP OF SE CORNER OF S BRIDGE RAILING OF N FY3616'BRIDGE OVER SOUTHERN RR FY3616' FY3616'6.7 FT NW OF THE CENTER OF CURB RETAINING WALL BETWEEN BRIDGES FY3616' FY3616'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. FY3616 FY3616 STATION RECOVERY (1997) FY3616 FY3616'RECOVERY NOTE BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED) FY3616'RECOVERED AS DESCRIBED. FY3616 FY3616 STATION RECOVERY (2003) FY3616 FY3616'RECOVERY NOTE BY US POWER SQUADRON 2003 (GPS) FY3616'MARK UNDER PAVEMENT OR GONE 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AH5984 *********************************************************************** AH5984 DESIGNATION - ROY AH5984 PID - AH5984 AH5984 STATE/COUNTY- NC/GUILFORD AH5984 USGS QUAD - KERNERSVILLE (1994) AH5984 AH5984 *CURRENT SURVEY CONTROL AH5984 ___________________________________________________________________ AH5984* NAD 83(1986)- 36 06 50.00829(N) 080 01 15.15769(W) ADJUSTED AH5984* NAVD 88 - 296.1 (meters) 971. (feet) GPS OBS AH5984 ___________________________________________________________________ AH5984 LAPLACE CORR- 6.24 (seconds) DEFLEC99 AH5984 GEOID HEIGHT- -31.95 (meters) GEOID99 AH5984 AH5984 HORZ ORDER - FIRST AH5984 AH5984.The North Carolina/South Carolina HARNS have been completed but, AH5984.due to contractual restrictions, coordinates for these stations AH5984.will NOT be published in the near future. In the interim, the AH5984.published coordinates in North and South Carolina will not be AH5984.consistent with the Continuously Operating Reference Stations AH5984.(CORS). The HARN coordinates for these stations are available AH5984.upon request. Contact Gary Thompson(919-733-3836), or Lewis AH5984.Lapine(803-896-7700). AH5984. AH5984.In addition, the published North and South Carolina positions AH5984.(NAD 83 (1986)) are NOT consistent with those determined in AH5984.adjacent state readjustments. The discontinuity between stations AH5984.located in North or South Carolina and those in adjacent states AH5984.which have been adjusted to the HARN may be as much as 5 AH5984.decimeters. This will result in a significant loss of accuracy AH5984.over lines crossing such state borders. AH5984 AH5984 AH5984.The horizontal coordinates were established by GPS observations AH5984.and adjusted by the National Geodetic Survey in December 1998. AH5984 AH5984.The orthometric height was determined by GPS observations and a AH5984.high-resolution geoid model. AH5984 AH5984.The Laplace correction was computed from DEFLEC99 derived deflections. AH5984 AH5984.The geoid height was determined by GEOID99. AH5984 AH5984; North East Units Scale Converg. AH5984;SPC NC - 262,710.326 517,690.639 MT 0.99998570 -0 35 21.2 AH5984;UTM 17 - 3,997,024.574 588,120.277 MT 0.99969568 +0 34 37.6 AH5984 AH5984|---------------------------------------------------------------------| AH5984| PID Reference Object Distance Geod. Az | AH5984| dddmmss.s | AH5984| AH6025 COLFAX 397.527 METERS 09948 | AH5984|---------------------------------------------------------------------| AH5984 AH5984 SUPERSEDED SURVEY CONTROL AH5984 AH5984.No superseded survey control is available for this station. AH5984 AH5984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8812097025(NAD 83) AH5984_MARKER: DH = HORIZONTAL CONTROL DISK AH5984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH5984_STAMPING: ROY 1991 AH5984_MARK LOGO: NCGS AH5984_PROJECTION: FLUSH AH5984_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AH5984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH5984+STABILITY: SURFACE MOTION AH5984_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AH5984+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2003 AH5984 AH5984 HISTORY - Date Condition Report By AH5984 HISTORY - 1991 MONUMENTED NCGS AH5984 HISTORY - 19910408 GOOD NCGS AH5984 HISTORY - 20031101 GOOD USPSQD AH5984 AH5984 STATION DESCRIPTION AH5984 AH5984'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB) AH5984'STATION IS LOCATED ABOUT 13.1 MI (21.1 KM) WEST-NORTHWEST OF AH5984'GREENSBORO, AND 3.0 MI (4.8 KM) EAST OF KERNERSVILLE. ALONG US 421 FOR AH5984'0.35 MI (0.56 KM) WEST FROM SR 2007 (BUNKER HILL RD), TO COLFAX AH5984'BAPTIST CHURCH, ON TOP OF BANK OF WEST CHURCH DRIVE, IN SOUTHEAST AH5984'CORNER OF--MCCULLUMS--YARD. MARK IS ABOUT 2 FEET (0.6 M) HIGHER THAN AH5984'HIGHWAY AND RECESSED 1 INCH BELOW GROUND. LOCATED 62.0 FT (18.9 M) AH5984'NORTH OF THE CENTERLINE OF HIGHWAY, 21.0 FT (6.4 M) WEST OF THE AH5984'CENTERLINE OF GRAVEL DRIVE, 127.0 FT (38.7 M) SOUTH-SOUTHWEST OF THE AH5984'SOUTHWEST CORNER OF BRICK CHURCH, 120.7 FT (36.8 M) WEST OF THE WEST AH5984'CORNER OF BRICK CHURCH SIGN, 78.3 FT (23.9 M) EAST OF A 12-INCH CEDAR, AH5984'AND 36.2 FT (11.0 M) NORTHEAST OF A TELEPHONE POLE WITH REFERENCE TAG. AH5984 AH5984 STATION RECOVERY (1991) AH5984 AH5984'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 AH5984'STATION IS LOCATED ABOUT 13.1 MI (21.1 KM) WEST-NORTHWEST OF AH5984'GREENSBORO, AND 3.0 MI (4.8 KM) EAST OF KERNERSVILLE. ALONG US 421 FOR AH5984'0.35 MI (0.56 KM) WEST FROM SR 2007 (BUNKER HILL RD), TO COLFAX AH5984'BAPTIST CHURCH, ON TOP OF BANK OF WEST CHURCH DRIVE, IN SOUTHEAST AH5984'CORNER OF--MCCULLUMS--YARD. MARK IS ABOUT 2-FEET HIGHER THAN HIGHWAY AH5984'AND RECESSED 1 INCH BELOW GROUND. LOCATED 62.0 FT (18.9 M) NORTH OF AH5984'THE CENTERLINE OF HIGHWAY, 21.0 FT (6.4 M) WEST OF THE CENTERLINE OF AH5984'GRAVEL DRIVE, 127.0 FT (38.7 M) SOUTH-SOUTHWEST OF THE SOUTHWEST AH5984'CORNER OF BRICK CHURCH, 120.7 FT (36.8 M) WEST OF THE WEST CORNER OF AH5984'BRICK CHURCH SIGN, 78.3 FT (23.9 M) EAST OF A 12-INCH CEDAR, AND 36.2 AH5984'FT (11.0 M) NORTHEAST OF A TELEPHONE POLE WITH REFERENCE TAG. AH5984 AH5984 STATION RECOVERY (2003) AH5984 AH5984'RECOVERY NOTE BY US POWER SQUADRON 2003 AH5984'MARKER IS LOCATED BEHIND WOODEN FENCE. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 FY1057 *********************************************************************** FY1057 DESIGNATION - RV 160 FY1057 PID - FY1057 FY1057 STATE/COUNTY- NC/GUILFORD FY1057 USGS QUAD - GUILFORD (1994) FY1057 FY1057 *CURRENT SURVEY CONTROL FY1057 ___________________________________________________________________ FY1057* NAD 83(1986)- 36 04 42. (N) 079 55 33. (W) SCALED FY1057* NAVD 88 - 280.500 (meters) 920.27 (feet) ADJUSTED FY1057 ___________________________________________________________________ FY1057 GEOID HEIGHT- -31.38 (meters) GEOID99 FY1057 DYNAMIC HT - 280.256 (meters) 919.47 (feet) COMP FY1057 MODELED GRAV- 979,756.0 (mgal) NAVD 88 FY1057 FY1057 VERT ORDER - FIRST CLASS II FY1057 FY1057.The horizontal coordinates were scaled from a topographic map and have FY1057.an estimated accuracy of +/- 6 seconds. FY1057 FY1057.The orthometric height was determined by differential leveling FY1057.and adjusted by the National Geodetic Survey in June 1991. FY1057 FY1057.The geoid height was determined by GEOID99. FY1057 FY1057.The dynamic height is computed by dividing the NAVD 88 FY1057.geopotential number by the normal gravity value computed on the FY1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY1057.degrees latitude (g = 980.6199 gals.). FY1057 FY1057.The modeled gravity was interpolated from observed gravity values. FY1057 FY1057; North East Units Estimated Accuracy FY1057;SPC NC - 258,680. 526,210. MT (+/- 180 meters Scaled) FY1057 FY1057 SUPERSEDED SURVEY CONTROL FY1057 FY1057 NGVD 29 (??/??/92) 280.718 (m) 920.99 (f) ADJ UNCH 1 2 FY1057 FY1057.Superseded values are not recommended for survey control. FY1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY1057.See file dsdata.txt to determine how the superseded data were derived. FY1057 FY1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV967931(NAD 83) FY1057_MARKER: R = RIVET FY1057_SETTING: 30 = DRAIN FY1057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FY1057 FY1057 HISTORY - Date Condition Report By FY1057 HISTORY - UNK MONUMENTED SOURR FY1057 HISTORY - 1935 GOOD NGS FY1057 HISTORY - 19940831 MARK NOT FOUND NCGS FY1057 HISTORY - 20031101 MARK NOT FOUND USPSQD FY1057 FY1057 STATION DESCRIPTION FY1057 FY1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 FY1057'2.2 MI E FROM FRIENDSHIP. FY1057'2-1/4 MILES EAST ALONG THE SOUTHERN RAILWAY FROM FRIENDSHIP, FY1057'GUILFORD COUNTY, 50 FEET WEST OF MILEPOST 5, AT THE SOUTH FY1057'DRAIN OF A ROAD CROSSING, IN THE TOP OF THE WEST HEADWALL, 8 FY1057'FEET SOUTH OF THE SOUTH RAIL, AND LEVEL WITH THE RAIL. A FY1057'STANDARD MONEL-METAL RIVET. FY1057 FY1057 STATION RECOVERY (1994) FY1057 FY1057'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS) FY1057'STATION WAS NOT FOUND. THE HEADWALL IN WHICH THE RIVET WAS SET HAS FY1057'BEEN REPLACED BY A CONCRETE PIPE. FY1057 FY1057 STATION RECOVERY (2003) FY1057 FY1057'RECOVERY NOTE BY US POWER SQUADRON 2003 FY1057'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 FY3626 *********************************************************************** FY3626 DESIGNATION - TOOTSIE FY3626 PID - FY3626 FY3626 STATE/COUNTY- NC/GUILFORD FY3626 USGS QUAD - GREENSBORO (1994) FY3626 FY3626 *CURRENT SURVEY CONTROL FY3626 ___________________________________________________________________ FY3626* NAD 83(1986)- 36 02 39.44257(N) 079 50 27.79166(W) ADJUSTED FY3626* NAVD 88 - 247.37 (+/-2cm) 811.6 (feet) VERTCON FY3626 ___________________________________________________________________ FY3626 LAPLACE CORR- 5.81 (seconds) DEFLEC99 FY3626 GEOID HEIGHT- -30.88 (meters) GEOID99 FY3626 FY3626 HORZ ORDER - SECOND FY3626 VERT ORDER - THIRD ? (See Below) FY3626 FY3626.The North Carolina/South Carolina HARNS have been completed but, FY3626.due to contractual restrictions, coordinates for these stations FY3626.will NOT be published in the near future. In the interim, the FY3626.published coordinates in North and South Carolina will not be FY3626.consistent with the Continuously Operating Reference Stations FY3626.(CORS). The HARN coordinates for these stations are available FY3626.upon request. Contact Gary Thompson(919-733-3836), or Lewis FY3626.Lapine(803-896-7700). FY3626. FY3626.In addition, the published North and South Carolina positions FY3626.(NAD 83 (1986)) are NOT consistent with those determined in FY3626.adjacent state readjustments. The discontinuity between stations FY3626.located in North or South Carolina and those in adjacent states FY3626.which have been adjusted to the HARN may be as much as 5 FY3626.decimeters. This will result in a significant loss of accuracy FY3626.over lines crossing such state borders. FY3626 FY3626 FY3626.The horizontal coordinates were established by classical geodetic methods FY3626.and adjusted by the National Geodetic Survey in July 1986. FY3626 FY3626.The NAVD 88 height was computed by applying the VERTCON shift value to FY3626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY3626.The vertical order pertains to the NGVD 29 superseded value. FY3626 FY3626.The Laplace correction was computed from DEFLEC99 derived deflections. FY3626 FY3626.The geoid height was determined by GEOID99. FY3626 FY3626; North East Units Scale Converg. FY3626;SPC NC - 254,835.928 533,814.504 MT 0.99996814 -0 29 07.6 FY3626;UTM 17 - 3,989,482.153 604,396.889 MT 0.99973429 +0 40 55.2 FY3626 FY3626: Primary Azimuth Mark Grid Az FY3626:SPC NC - MERRITT 288 22 18.7 FY3626:UTM 17 - MERRITT 287 12 15.9 FY3626 FY3626|---------------------------------------------------------------------| FY3626| PID Reference Object Distance Geod. Az | FY3626| dddmmss.s | FY3626| FY3602 LARUE NCGS 1964 421.250 METERS 2190236.2 | FY3626| FY3605 MERRITT APPROX. 1.5 KM 2875311.1 | FY3626|---------------------------------------------------------------------| FY3626 FY3626 SUPERSEDED SURVEY CONTROL FY3626 FY3626 NAD 27 - 36 02 38.95890(N) 079 50 28.67685(W) AD( ) 2 FY3626 NGVD 29 (07/19/86) 247.60 (m) 812.3 (f) LEVELING 3 FY3626 FY3626.Superseded values are not recommended for survey control. FY3626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY3626.See file dsdata.txt to determine how the superseded data were derived. FY3626 FY3626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0439789482(NAD 83) FY3626_MARKER: DE = TRAVERSE STATION DISK FY3626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY3626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY3626+STABILITY: SURFACE MOTION FY3626 FY3626 HISTORY - Date Condition Report By FY3626 HISTORY - 1963 MONUMENTED NCGS FY3626 HISTORY - 19941025 MARK NOT FOUND NCGS FY3626 HISTORY - 20031101 MARK NOT FOUND USPSQD FY3626 FY3626 STATION DESCRIPTION FY3626 FY3626'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF) FY3626'TOOTSIE IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN GREENSBORO, FY3626'NORTH CAROLINA. STATION IS 3.3 MILES SW OF GREENSBORO, LOCATED 0.9 FY3626'MILES SE ALONG I 40 FROM BRIDGE ON MERRITT DRIVE OVER I 40, 1.35 FY3626'MILES NW OF BRIDGE OVER FREEMAN MILL RD., AT THE W END OF BRIDGES FY3626'ON I 40 OVER OLD HIGH POINT RD. (U.S. 29 AND 70A), AND IN THE FY3626'MEDIAN OF I 40. FY3626' FY3626'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FY3626'TOOTSIE 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY3626'WHICH IS 3 INCHES ABOVE THE SURFACE OF THE GROUND. FY3626' FY3626'MARK IS FY3626' FY3626'19.3 FT NE OF C/L OF E BOUND LANE OF I 40 FY3626' FY3626'5.7 FT NW OF TOP OF NW CORNER OF N RAILING OF S BRIDGE ON E BOUND FY3626'LANE OF I 40 FY3626' FY3626'22.0 FT SW OF TOP OF SW CORNER OF S RAILING OF N BRIDGE ON W FY3626'BOUND LANE OF I 40 FY3626' FY3626'3.1 FT E OF NE CORNER OF CURB RETAINING WALL. FY3626' FY3626'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. FY3626 FY3626 STATION RECOVERY (1994) FY3626 FY3626'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS) FY3626'STATION WAS NOT FOUND. ROAD HAS BEEN WIDENED AND NEW BRIDGE BUILT, FY3626'ALSO MEDIAN HAS BEEN PAVED. IF THE MARK EXISTS IT IS UNDER THE FY3626'PAVEMENT. FY3626 FY3626 STATION RECOVERY (2003) FY3626 FY3626'RECOVERY NOTE BY US POWER SQUADRON 2003 (GPS) FY3626'MARK NOT FOUND.