1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AI2247 *********************************************************************** AI2247 HT_MOD - This is a Height Modernization Survey Station. AI2247 PACS - This is a Primary Airport Control Station. AI2247 DESIGNATION - CLT E AI2247 PID - AI2247 AI2247 STATE/COUNTY- NC/MECKLENBURG AI2247 USGS QUAD - CHARLOTTE WEST (1993) AI2247 AI2247 *CURRENT SURVEY CONTROL AI2247 ___________________________________________________________________ AI2247* NAD 83(2001)- 35 12 52.65445(N) 080 56 36.12617(W) ADJUSTED AI2247* NAVD 88 - 216.01 (meters) 708.7 (feet) GPS OBS AI2247 ___________________________________________________________________ AI2247 X - 821,193.036 (meters) COMP AI2247 Y - -5,151,846.660 (meters) COMP AI2247 Z - 3,657,453.198 (meters) COMP AI2247 LAPLACE CORR- 3.65 (seconds) DEFLEC99 AI2247 ELLIP HEIGHT- 185.45 (meters) (07/14/03) GPS OBS AI2247 GEOID HEIGHT- -30.55 (meters) GEOID03 AI2247 AI2247 HORZ ORDER - B AI2247 ELLP ORDER - FIRST CLASS I AI2247 AI2247.This mark is at Charlotte-Douglas Intl Airport (CLT) AI2247 AI2247.The North Carolina/South Carolina HARNS have been completed but, AI2247.due to contractual restrictions, coordinates for these stations AI2247.will NOT be published in the near future. In the interim, the AI2247.published coordinates in North and South Carolina will not be AI2247.consistent with the Continuously Operating Reference Stations AI2247.(CORS). The HARN coordinates for these stations are available AI2247.upon request. Contact Gary Thompson(919-733-3836), or Lewis AI2247.Lapine(803-896-7700). AI2247. AI2247.In addition, the published North and South Carolina positions AI2247.(NAD 83 (1986)) are NOT consistent with those determined in AI2247.adjacent state readjustments. The discontinuity between stations AI2247.located in North or South Carolina and those in adjacent states AI2247.which have been adjusted to the HARN may be as much as 5 AI2247.decimeters. This will result in a significant loss of accuracy AI2247.over lines crossing such state borders. AI2247 AI2247 AI2247.The horizontal coordinates were established by GPS observations AI2247.and adjusted by the National Geodetic Survey in July 2003. AI2247 AI2247.The orthometric height was determined by GPS observations and a AI2247.high-resolution geoid model. AI2247 AI2247.GPS derived orthometric heights for airport stations designated as AI2247.PACS or SACS are published to 2 decimal places. This maintains AI2247.centimeter relative accuracy between the PACS and SACS. It does AI2247.not indicate centimeter accuracy relative to other marks which are AI2247.part of the NAVD 88 network. AI2247 AI2247.Photographs are available for this station. AI2247 AI2247.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI2247 AI2247.The Laplace correction was computed from DEFLEC99 derived deflections. AI2247 AI2247.The ellipsoidal height was determined by GPS observations AI2247.and is referenced to NAD 83. AI2247 AI2247.The geoid height was determined by GEOID03. AI2247 AI2247; North East Units Scale Factor Converg. AI2247;SPC NC - 164,202.555 432,692.961 MT 0.99987280 -1 07 18.0 AI2247;UTM 17 - 3,896,846.189 505,154.199 MT 0.99960033 +0 01 57.6 AI2247 AI2247! - Elev Factor x Scale Factor = Combined Factor AI2247!SPC NC - 0.99997089 x 0.99987280 = 0.99984370 AI2247!UTM 17 - 0.99997089 x 0.99960033 = 0.99957123 AI2247 AI2247 SUPERSEDED SURVEY CONTROL AI2247 AI2247 NAD 83(1986)- 35 12 52.67210(N) 080 56 36.13083(W) AD( ) 1 AI2247 NAD 83(1995)- 35 12 52.65444(N) 080 56 36.12659(W) AD( ) B AI2247 ELLIP H (11/05/99) 185.46 (m) GP( ) 1 1 AI2247 AI2247.Superseded values are not recommended for survey control. AI2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI2247.See file dsdata.txt to determine how the superseded data were derived. AI2247 AI2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0515496846(NAD 83) AI2247_MARKER: DH = HORIZONTAL CONTROL DISK AI2247_SETTING: 39 = ABUTMENT OF LARGE UNDERPASS AI2247_STAMPING: CLT E 1999 AI2247_MARK LOGO: NGS AI2247_MAGNETIC: N = NO MAGNETIC MATERIAL AI2247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI2247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI2247+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2003 AI2247 AI2247 HISTORY - Date Condition Report By AI2247 HISTORY - 1999 MONUMENTED NGS AI2247 HISTORY - 20000217 GOOD NGS AI2247 HISTORY - 20021120 GOOD GCT AI2247 HISTORY - 20031216 GOOD NGS+SS AI2247 AI2247 STATION DESCRIPTION AI2247 AI2247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL) AI2247'THE STATION IS LOCATED ON THE WEST SIDE OF CHARLOTTE AT THE AI2247'CHARLOTTE-DOUGLAS INTERNATIONAL AIRPORT, NEAR MIIDIFIELD, IN THE NORTH AI2247'QUADRANT OF THE JUNCTION OF RUNWAY 5-23 AND THE MIDFIELD UNDERPASS FOR AI2247'SERVICE VEHICLES, AND BETWEEN THE RUNWAY AND ITS NORTHWEST PARALLEL AI2247'TAXI . OWNERSHIP--CITY OF CHARLOTTE, AVIATION DEPARTMENT, P.O. BOX AI2247'19066, CHARLOTTE, NC 28219. AIRPORT DIRECTOR IS JERRY ORR. CHIEF AI2247'CONSTRUCTION INSPECTOR IS MIKE DOBY. PHONE 704-359-4012. CONTACT HIM AI2247'ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION AND TO AI2247'ARRANGE FOR AN ESCORT. TO REACH FROM THE OVERPASS AT THE JUNCTION OF AI2247'INTERSTATE HIGHWAY 85 AND BILLY GRAHAM PARKWAY (EXIT 33) ON THE WEST AI2247'SIDE OF CHARLOTTE, GO SOUTH ON BILLY GRAHAM PARKWAY FOR 3.54 KM (2.20 AI2247'MI) PASSING THE ENTRANCE ROAD TO THE MAIN TERMINAL TO THE JUNCTION OF AI2247'WEST BOULEVARD AND A SIGN FOR THE AIRPORT CARGO AREA. TURN RIGHT, AI2247'WEST, ON WEST BOULEVARD FOR 1.6 KM (1.00 MI) TO THE JUNCTION OF AI2247'YORKMONT ROAD. TURN RIGHT, NORTHERLY, ON YORKMONT ROAD FOR 1.71 KM AI2247'(1.05 MI) TO THE JUNCTION OF THE LOOP AROUND THE PARKING AREA FOR THE AI2247'CARGO TERMINAL (OLD TERMINAL) . BEAR RIGHT, EAST, THEN NORTH, ON THE AI2247'ROAD FOR 0.24 KM (0.15 MI) TO A GATE IN THE CHAIN LINK PERIMETER FENCE AI2247'JUST AFTER AN ENTRANCE ROAD ON THE LEFT INTO THE PARKING AREA. AN AI2247'ESCORT WILL MEET YOU HERE. THE STATION IS SET FLUSH IN THE TOP OF THE AI2247'NORTHEAST HEADWALL OF THE UNDERPASS RECESSED 45 CM ENCASED IN A 12.7 AI2247'CM PVC PIPE WITH A LOGO CAP RECESSED 5 CM. IT IS 57.9 M (190.0 FT) AI2247'EAST-SOUTHEAST OF THE CONCRETE EDGE OF TAXI B, 50.6 M (166.0 FT) AI2247'NORTH-NORTHWEST OF THE EDGE OF RUNWAY 5-23, 37.5 M (123.0 FT) AI2247'NORTHEAST OF THE CENTER OF RUNWAY AND TAXI SIGN B/5-23, 35.8 M (117.5 AI2247'FT) NORTH OF THE CENTER OF A TAXI SIGN NEAR RUNWAY 5-23, 21.4 M (70.2 AI2247'FT) NORTHEAST OF THE CENTER OF A 21.4 M (70.2 FT) NORTHEAST OF A 1 M AI2247'(3.3 FT) ROUND STEEL ELECTRICAL MANHOLE COVER, 21.1 M (69.2 FT) AI2247'SOUTHEAST OF THE CONCRETE EDGE OF TAXI M, 20.7 M (67.9 FT) AI2247'EAST-SOUTHEAST OF THE CENTER OF A SIGN FOR TAXIS M/B, 2.8 M (9.2 FT) AI2247'SOUTHEAST OF THE SOUTHEAST CORNER OF THE TOP OF A 17.5 M (57.4 FT) AI2247'LONG X 13.8 M (45.3 FT) WIDE OPENING IN THE UNDERPASS, AND 0.85 M AI2247'(2.79 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST. THIS STATION IS THE AI2247'PRIMARY AIRPORT CONTROL STATION (PACS) . DESCRIBED BY D.G. AUG AI2247 AI2247 STATION RECOVERY (2000) AI2247 AI2247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL) AI2247'RECOVERED AS DESCRIBED. AI2247 AI2247 STATION RECOVERY (2002) AI2247 AI2247'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2002 (HWW) AI2247'RECOVERED AS DESCRIBED, DESCRIPTION EDITED AS FOLLOWS, AI2247' AI2247'THE STATION IS LOCATED ON THE WEST SIDE OF CHARLOTTE AT THE AI2247'CHARLOTTE-DOUGLAS INTERNATIONAL AIRPORT, NEAR MIIDIFIELD, AI2247'IN THE NORTH QUADRANT OF THE JUNCTION OF RUNWAY 5-23 AND AI2247'THE MIDFIELD UNDERPASS FOR SERVICE VEHICLES, AND BETWEEN THE AI2247'RUNWAY AND ITS NORTHWEST PARALLEL TAXI . OWNERSHIP--CITY OF AI2247'CHARLOTTE, AI2247'AVIATION DEPARTMENT, P.O. BOX 19066, CHARLOTTE, NC 28219. AI2247'AIRPORT DIRECTOR IS JERRY ORR. CHIEF CONSTRUCTION INSPECTOR IS AI2247'MIKE DOBY. PHONE 704-359-4012. CONTACT HIM ONE DAY IN ADVANCE FOR AI2247'PERMISSION TO OCCUPY THIS STATION AND TO ARRANGE FOR AN ESCORT. AI2247' AI2247'TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE AI2247'HIGHWAY AI2247'85 AND BILLY GRAHAM PARKWAY (EXIT 33) ON THE WESTSIDE OF CHARLOTTE, AI2247'GO SOUTH ON BILLY GRAHAM PARKWAY FOR 3.54 KM (2.20MI) PASSING THE AI2247'ENTRANCE ROAD TO THE MAIN TERMINAL TO THE JUNCTION OF WEST BOULEVARD AI2247'AND A SIGN FOR THE AIRPORT CARGO AREA. TURN RIGHT,WEST, ON WEST AI2247'BOULEVARD FOR 1.6 KM (1.00 MI) TO THE JUNCTION OF YORKMONT ROAD. AI2247'TURN RIGHT, NORTHERLY, ON YORKMONT ROAD FOR 1.71 KM(1.05 MI) TO THE AI2247'JUNCTION OF THE LOOP AROUND THE PARKING AREA FOR THE CARGO TERMINAL AI2247' (OLD TERMINAL) . BEAR RIGHT, EAST, THEN NORTH, ON THE ROAD FOR 0.24 AI2247'KM AI2247'(0.15 MI) TO A GATE IN THE CHAIN LINK PERIMETER FENCE JUST AFTER AN AI2247'ENTRANCE AI2247'ROAD ON THE LEFT INTO THE PARKING AREA. AN ESCORT WILL MEET YOU HERE. AI2247'THE STATION IS SET FLUSH IN THE TOP OF THE NORTHEAST HEADWALL OF THE AI2247'UNDERPASS RECESSED 45 CM ENCASED IN A 12.7CM PVC PIPE WITH A LOGO CAP AI2247'RECESSED 5 CM. IT IS 57.9 M (190.0 FT)EAST-SOUTHEAST OF THE CONCRETE AI2247'EDGE OF AI2247'TAXI B, 50.6 M (166.0 FT) NORTH-NORTHWEST OF THE EDGE OF RUNWAY 5-23, AI2247'37.5 M (123.0 FT) NORTHEAST OF THE CENTER OF RUNWAY AND TAXI AI2247'SIGN B/5-23, 35.8 M (117.5FT) NORTH OF THE CENTER OF A TAXI SIGN NEAR AI2247'RUNWAY 5-23, 21.4 M (70.2FT) NORTHEAST OF THE CENTER OF A 21.4 M (70.2 AI2247'FT) AI2247'NORTHEAST OF A 1 M(3.3 FT) ROUND STEEL ELECTRICAL MANHOLE COVER, 21.1 AI2247'M AI2247'(69.2 FT)SOUTHEAST OF THE CONCRETE EDGE OF TAXI M, 20.7 M (67.9 FT) AI2247'EAST-SOUTHEAST OF THE CENTER OF A SIGN FOR TAXIS M/B, 2.8 M (9.2 AI2247'FT)SOUTHEAST AI2247'OF THE SOUTHEAST CORNER OF THE TOP OF A 17.5 M (57.4 FT)LONG X 13.8 M AI2247'(45.3 FT) AI2247'WIDE OPENING IN THE UNDERPASS, AND 0.85 M(2.79 FT) SOUTHEAST OF A AI2247'FIBERGLASS AI2247'WITNESS POST. THIS STATION IS THE PRIMARY AIRPORT CONTROL STATION AI2247'(PACS) . AI2247' AI2247' AI2247'DESCRIPTION EDITED BY GCT, 2002 AI2247' AI2247' AI2247' AI2247' AI2247' AI2247 AI2247 STATION RECOVERY (2003) AI2247 AI2247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (SML) AI2247'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AC7830 *********************************************************************** AC7830 DESIGNATION - LAKEVIEW AC7830 PID - AC7830 AC7830 STATE/COUNTY- NC/MECKLENBURG AC7830 USGS QUAD - DERITA (1993) AC7830 AC7830 *CURRENT SURVEY CONTROL AC7830 ___________________________________________________________________ AC7830* NAD 83(1986)- 35 20 21.96029(N) 080 50 06.47853(W) ADJUSTED AC7830* NAVD 88 - 248.382 (meters) 814.90 (feet) ADJUSTED AC7830 ___________________________________________________________________ AC7830 LAPLACE CORR- 2.67 (seconds) DEFLEC99 AC7830 GEOID HEIGHT- -30.61 (meters) GEOID03 AC7830 DYNAMIC HT - 248.156 (meters) 814.16 (feet) COMP AC7830 MODELED GRAV- 979,717.1 (mgal) NAVD 88 AC7830 AC7830 HORZ ORDER - FIRST AC7830 VERT ORDER - SECOND CLASS II AC7830 AC7830.The North Carolina/South Carolina HARNS have been completed but, AC7830.due to contractual restrictions, coordinates for these stations AC7830.will NOT be published in the near future. In the interim, the AC7830.published coordinates in North and South Carolina will not be AC7830.consistent with the Continuously Operating Reference Stations AC7830.(CORS). The HARN coordinates for these stations are available AC7830.upon request. Contact Gary Thompson(919-733-3836), or Lewis AC7830.Lapine(803-896-7700). AC7830. AC7830.In addition, the published North and South Carolina positions AC7830.(NAD 83 (1986)) are NOT consistent with those determined in AC7830.adjacent state readjustments. The discontinuity between stations AC7830.located in North or South Carolina and those in adjacent states AC7830.which have been adjusted to the HARN may be as much as 5 AC7830.decimeters. This will result in a significant loss of accuracy AC7830.over lines crossing such state borders. AC7830 AC7830 AC7830.The horizontal coordinates were established by GPS observations AC7830.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in February 2005. AC7830 AC7830.The orthometric height was determined by differential leveling AC7830.and adjusted by the National Geodetic Survey in July 1997. AC7830 AC7830.Photographs are available for this station. AC7830 AC7830.The Laplace correction was computed from DEFLEC99 derived deflections. AC7830 AC7830.The geoid height was determined by GEOID03. AC7830 AC7830.The dynamic height is computed by dividing the NAVD 88 AC7830.geopotential number by the normal gravity value computed on the AC7830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC7830.degrees latitude (g = 980.6199 gals.). AC7830 AC7830.The modeled gravity was interpolated from observed gravity values. AC7830 AC7830; North East Units Scale Factor Converg. AC7830;SPC NC - 177,857.729 442,800.599 MT 0.99987376 -1 03 33.1 AC7830;UTM 17 - 3,910,698.464 514,982.010 MT 0.99960277 +0 05 43.3 AC7830 AC7830! - Elev Factor x Scale Factor = Combined Factor AC7830!SPC NC - 0.99996582 x 0.99987376 = 0.99983958 AC7830!UTM 17 - 0.99996582 x 0.99960277 = 0.99956860 AC7830 AC7830 SUPERSEDED SURVEY CONTROL AC7830 AC7830 NAD 83(1986)- 35 20 21.96120(N) 080 50 06.47881(W) AD( ) 2 AC7830 NAVD 88 (01/29/04) 248.38 (m) 814.9 (f) LEVELING 3 AC7830 NGVD 29 (09/29/97) 248.61 (m) 815.6 (f) LEVELING 3 AC7830 AC7830.Superseded values are not recommended for survey control. AC7830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC7830.See file dsdata.txt to determine how the superseded data were derived. AC7830 AC7830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1498210698(NAD 83) AC7830_MARKER: DH = HORIZONTAL CONTROL DISK AC7830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC7830_STAMPING: LAKEVIEW 1987 AC7830_MARK LOGO: NCGS AC7830_PROJECTION: FLUSH AC7830_MAGNETIC: N = NO MAGNETIC MATERIAL AC7830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC7830+STABILITY: SURFACE MOTION AC7830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7830+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2003 AC7830 AC7830 HISTORY - Date Condition Report By AC7830 HISTORY - 1987 MONUMENTED NCGS AC7830 HISTORY - 20030220 GOOD NGS AC7830 HISTORY - 20030423 GOOD USPSQD AC7830 HISTORY - 20030501 GOOD GCT AC7830 HISTORY - 20030912 GOOD NGS+SS AC7830 AC7830 STATION DESCRIPTION AC7830 AC7830'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS) AC7830'STATION IS LOCATED ABOUT 2.90 KM (1.80 MI) NORTHWEST OF DERITA AND AC7830'7.88 KM (4.90 MI) SOUTH OF HUNTERSVILLE. ALONG SR 2665 (W.T. HARRIS AC7830'BLVD) FOR 0.97 KM (0.60 MI) WEST FROM NC 115 NORTH OF CHARLOTTE, IN AC7830'THE SOUTHWEST QUADRANT, AT LAKEVIEW ROAD. MARK IS 2 FEET HIGHER THAN AC7830'SR 2665 AND RECESSED 1 INCH BELOW GROUND. 19.2 M (63.0 FT) AC7830'WEST-SOUTHWEST OF CENTERLINE OF SR 2665, 292.0 M (958.0 FT) AC7830'NORTH-NORTHWEST OF CENTERLINE OF LAKEVIEW ROAD, 29.0 M (95.1 FT) AC7830'NORTH-NORTHEAST OF LARGE METAL BILLBOARD POST, AND 1.8 M (5.9 FT) AC7830'EAST-NORTHEAST OF RIGHT-OF-WAY FENCE POST, 8.1 M (26.6 FT) SOUTHEAST AC7830'OF RIGHT-OF-WAY FENCE POST--BOTH WITH REFERENCE TAGS. AC7830 AC7830 STATION RECOVERY (2003) AC7830 AC7830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JGE) AC7830'RECOVERED IN GOOD CONDITION. AC7830 AC7830 STATION RECOVERY (2003) AC7830 AC7830'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH) AC7830'LARGE METAL BILLBOARD POST IS GONE. MARKER IS NOW 5 INCHES BELOW AC7830'GROUND (NOT 1 INCH). AC7830 AC7830 STATION RECOVERY (2003) AC7830 AC7830'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2003 (WBM) AC7830'RECOVERED IN GOOD CONDITION. AC7830 AC7830 STATION RECOVERY (2003) AC7830 AC7830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (SML) AC7830'THE STATION IS LOCATED ABOUT 2.90 KM (1.80 MI) NORTHWEST OF DERITA AND AC7830'7.88 KM (4.90 MI) SOUTH OF HUNTERSVILLE. TO REACH FROM THE AC7830'INTERSECTION OF STATE HIGHWAY NC 115 AND SR 2665 (W.T. HARRIS BLVD) IN AC7830'NORTH CHARLOTTE GO WEST ON SR 2665 FOR 0.97 KM (0.60 MI) TO THE AC7830'STATION ON THE RIGHT ACROSS A DITCH AND NEAR THE TOP OF THE BERM. AC7830'(NOTE-- THE STATION IS ABOUT 0.08 KM (0.05 MI) EAST OF THE AC7830'INTERSECTION OF LAKEVIEW ROAD.) THE MARK IS A ALUMINUM SURVEY DISK AC7830'STAMPED --LAKEVIEW 1987--. THE MARK IS SET IN A ROUND CONCRETE AC7830'MONUMENT 2 FEET HIGHER THAN SR 2665 AND RECESSED 13 CM (5 INCHES) AC7830'BELOW GROUND. IT IS 19.2 M (63.0 FT) WEST-SOUTHWEST OF CENTERLINE OF AC7830'SR 2665, 89.0 M (292 FT) NORTH-NORTHWEST OF CENTERLINE OF LAKEVIEW AC7830'ROAD, 26.52 M (87.0 FT) NORTH-NORTHWEST OF A FENCE CORNER, 9.8 M AC7830'(32.2 FT) SOUTH OF A UTILITY POLE, 2.16 M (7.1 FT) EAST-NORTHEAST OF A AC7830'FENCE. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 FA4571 *********************************************************************** FA4571 DESIGNATION - M 056 FA4571 PID - FA4571 FA4571 STATE/COUNTY- NC/MECKLENBURG FA4571 USGS QUAD - CHARLOTTE EAST (1988) FA4571 FA4571 *CURRENT SURVEY CONTROL FA4571 ___________________________________________________________________ FA4571* NAD 83(1986)- 35 13 05.48533(N) 080 48 14.51173(W) ADJUSTED FA4571* NAVD 88 - 217.7 (meters) 714. (feet) VERTCON FA4571 ___________________________________________________________________ FA4571 LAPLACE CORR- 1.59 (seconds) DEFLEC99 FA4571 GEOID HEIGHT- -30.33 (meters) GEOID03 FA4571 FA4571 HORZ ORDER - FIRST FA4571 FA4571.The North Carolina/South Carolina HARNS have been completed but, FA4571.due to contractual restrictions, coordinates for these stations FA4571.will NOT be published in the near future. In the interim, the FA4571.published coordinates in North and South Carolina will not be FA4571.consistent with the Continuously Operating Reference Stations FA4571.(CORS). The HARN coordinates for these stations are available FA4571.upon request. Contact Gary Thompson(919-733-3836), or Lewis FA4571.Lapine(803-896-7700). FA4571. FA4571.In addition, the published North and South Carolina positions FA4571.(NAD 83 (1986)) are NOT consistent with those determined in FA4571.adjacent state readjustments. The discontinuity between stations FA4571.located in North or South Carolina and those in adjacent states FA4571.which have been adjusted to the HARN may be as much as 5 FA4571.decimeters. This will result in a significant loss of accuracy FA4571.over lines crossing such state borders. FA4571 FA4571 FA4571.The horizontal coordinates were established by GPS observations FA4571.and adjusted by the National Geodetic Survey in November 1991. FA4571 FA4571.The NAVD 88 height was computed by applying the VERTCON shift value to FA4571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FA4571 FA4571.The Laplace correction was computed from DEFLEC99 derived deflections. FA4571 FA4571.The geoid height was determined by GEOID03. FA4571 FA4571; North East Units Scale Factor Converg. FA4571;SPC NC - 164,358.450 445,382.820 MT 0.99987276 -1 02 28.4 FA4571;UTM 17 - 3,897,257.572 517,834.905 MT 0.99960392 +0 06 46.9 FA4571 FA4571! - Elev Factor x Scale Factor = Combined Factor FA4571!SPC NC - 0.99997060 x 0.99987276 = 0.99984336 FA4571!UTM 17 - 0.99997060 x 0.99960392 = 0.99957453 FA4571 FA4571 SUPERSEDED SURVEY CONTROL FA4571 FA4571 NGVD 29 (11/20/91) 217.9 (m) 715. (f) GPS OBS FA4571 FA4571.Superseded values are not recommended for survey control. FA4571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA4571.See file dsdata.txt to determine how the superseded data were derived. FA4571 FA4571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1783597258(NAD 83) FA4571_MARKER: A = ALUMINUM MARKER FA4571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA4571_STAMPING: M056 FA4571_MARK LOGO: NC0870 FA4571_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT FA4571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA4571+STABILITY: SURFACE MOTION FA4571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FA4571+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2005 FA4571 FA4571 HISTORY - Date Condition Report By FA4571 HISTORY - 1988 MONUMENTED HOBBS FA4571 HISTORY - 19890113 GOOD FA4571 HISTORY - 19970926 GOOD USPSQD FA4571 HISTORY - 19980411 GOOD USPSQD FA4571 HISTORY - 19990120 GOOD USPSQD FA4571 HISTORY - 20050127 GOOD USPSQD FA4571 FA4571 STATION DESCRIPTION FA4571 FA4571'DESCRIBED BY HOBBS AND ASSOCIATES 1988 FA4571'STATION IS LOCATED IN MECKLENBURG COUNTY, 3.9 KM (2.42 MI) EAST OF FA4571'DOWNTOWN CHARLOTTE. FA4571'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AVE AND ROUTE 4 FA4571'(EASTWAY DRIVE), PROCEED WEST ON CENTRAL AVE FOR 2.25 KM (1.40 MI) TO FA4571'THE ENTRANCE TO VETERANS PARK. GO SOUTH INTO PARK FOR 0.08 KM FA4571'(0.05 MI) TO STATION LOCATED ON WEST SIDE OF THE PARKING LOT IN FRONT FA4571'OF THE TENNIS COURTS. FA4571'STATION IS 0.74 M (2.43 FT) S75E OF THE BACK OF THE CURB ON TENNIS FA4571'COURT PARKING LOT, 21.97 M (72.08 FT) S10W OF A UTILITY POLE WITH A FA4571'TAG, 30.81 M (101.08 FT) N15E OF A UTILITY POLE WITH A TAG, AND 4.54 FA4571'M (14.89 FT) S56W OF A LIGHT POLE AT THE ENTRANCE TO THE TENNIS FA4571'COURTS. FA4571'THE AZIMUTH MARK FOR THIS GPS STATION IS CENTERLINE OF A TOWER TO THE FA4571'NORTHEAST. THE AZIMUTH MARK IS COMPASS BEARING N57E FROM THE GPS FA4571'STATION. FA4571 FA4571 STATION RECOVERY (1989) FA4571 FA4571'RECOVERED 1989 FA4571'RECOVERED IN GOOD CONDITION. FA4571 FA4571 STATION RECOVERY (1997) FA4571 FA4571'RECOVERY NOTE BY US POWER SQUADRON 1997 FA4571'RECOVERED IN GOOD CONDITION. FA4571 FA4571 STATION RECOVERY (1998) FA4571 FA4571'RECOVERY NOTE BY US POWER SQUADRON 1998 FA4571'RECOVERED IN GOOD CONDITION. FA4571 FA4571 STATION RECOVERY (1999) FA4571 FA4571'RECOVERY NOTE BY US POWER SQUADRON 1999 FA4571'RECOVERED IN GOOD CONDITION. FA4571 FA4571 STATION RECOVERY (2005) FA4571 FA4571'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR) FA4571'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 FA0316 *********************************************************************** FA0316 DESIGNATION - PRODUCE FA0316 PID - FA0316 FA0316 STATE/COUNTY- NC/MECKLENBURG FA0316 USGS QUAD - FORT MILL (1993) FA0316 FA0316 *CURRENT SURVEY CONTROL FA0316 ___________________________________________________________________ FA0316* NAD 83(1986)- 35 06 53.57328(N) 080 57 44.34054(W) ADJUSTED FA0316* NAVD 88 - 190.364 (meters) 624.55 (feet) ADJUSTED FA0316 ___________________________________________________________________ FA0316 LAPLACE CORR- 3.25 (seconds) DEFLEC99 FA0316 GEOID HEIGHT- -30.44 (meters) GEOID03 FA0316 DYNAMIC HT - 190.189 (meters) 623.98 (feet) COMP FA0316 MODELED GRAV- 979,708.2 (mgal) NAVD 88 FA0316 FA0316 HORZ ORDER - FIRST FA0316 VERT ORDER - SECOND CLASS 0 FA0316 FA0316.The North Carolina/South Carolina HARNS have been completed but, FA0316.due to contractual restrictions, coordinates for these stations FA0316.will NOT be published in the near future. In the interim, the FA0316.published coordinates in North and South Carolina will not be FA0316.consistent with the Continuously Operating Reference Stations FA0316.(CORS). The HARN coordinates for these stations are available FA0316.upon request. Contact Gary Thompson(919-733-3836), or Lewis FA0316.Lapine(803-896-7700). FA0316. FA0316.In addition, the published North and South Carolina positions FA0316.(NAD 83 (1986)) are NOT consistent with those determined in FA0316.adjacent state readjustments. The discontinuity between stations FA0316.located in North or South Carolina and those in adjacent states FA0316.which have been adjusted to the HARN may be as much as 5 FA0316.decimeters. This will result in a significant loss of accuracy FA0316.over lines crossing such state borders. FA0316 FA0316 FA0316.The horizontal coordinates were established by GPS observations FA0316.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in February 2005. FA0316 FA0316.The orthometric height was determined by differential leveling FA0316.and adjusted by the National Geodetic Survey in June 1991. FA0316 FA0316.The Laplace correction was computed from DEFLEC99 derived deflections. FA0316 FA0316.The geoid height was determined by GEOID03. FA0316 FA0316.The dynamic height is computed by dividing the NAVD 88 FA0316.geopotential number by the normal gravity value computed on the FA0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FA0316.degrees latitude (g = 980.6199 gals.). FA0316 FA0316.The modeled gravity was interpolated from observed gravity values. FA0316 FA0316; North East Units Scale Factor Converg. FA0316;SPC NC - 153,174.002 430,749.570 MT 0.99987543 -1 07 57.3 FA0316;UTM 17 - 3,885,783.753 503,433.840 MT 0.99960015 +0 01 18.0 FA0316 FA0316! - Elev Factor x Scale Factor = Combined Factor FA0316!SPC NC - 0.99997490 x 0.99987543 = 0.99985033 FA0316!UTM 17 - 0.99997490 x 0.99960015 = 0.99957506 FA0316 FA0316: Primary Azimuth Mark Grid Az FA0316:SPC NC - BUTLER 177 53 40.1 FA0316:UTM 17 - BUTLER 176 44 24.8 FA0316 FA0316|---------------------------------------------------------------------| FA0316| PID Reference Object Distance Geod. Az | FA0316| dddmmss.s | FA0316| FA0315 MOSS 87.176 METERS 05149 | FA0316| FA0317 BUTLER 441.829 METERS 1764542.8 | FA0316|---------------------------------------------------------------------| FA0316 FA0316 SUPERSEDED SURVEY CONTROL FA0316 FA0316 NAD 83(1986)- 35 06 53.57700(N) 080 57 44.34880(W) AD( ) 2 FA0316 NAD 27 - 35 06 53.04652(N) 080 57 45.07687(W) AD( ) 2 FA0316 NAVD 88 (01/29/04) 190.36 (m) 624.5 (f) LEVELING 3 FA0316 NGVD 29 (??/??/92) 190.597 (m) 625.32 (f) ADJ UNCH 2 0 FA0316 FA0316.Superseded values are not recommended for survey control. FA0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FA0316.See file dsdata.txt to determine how the superseded data were derived. FA0316 FA0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0343485784(NAD 83) FA0316_MARKER: DE = TRAVERSE STATION DISK FA0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FA0316_STAMPING: PRODUCE 1970 FA0316_MARK LOGO: NCGS FA0316_PROJECTION: RECESSED 3 CENTIMETERS FA0316_MAGNETIC: N = NO MAGNETIC MATERIAL FA0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FA0316+STABILITY: SURFACE MOTION FA0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FA0316+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2003 FA0316 FA0316 HISTORY - Date Condition Report By FA0316 HISTORY - 1970 MONUMENTED NCGS FA0316 HISTORY - 1972 GOOD NCGS FA0316 HISTORY - 1980 GOOD LOCSUR FA0316 HISTORY - 1984 GOOD LOCENG FA0316 HISTORY - 1987 GOOD USPSQD FA0316 HISTORY - 1987 GOOD USPSQD FA0316 HISTORY - 1987 GOOD USPSQD FA0316 HISTORY - 1987 GOOD USPSQD FA0316 HISTORY - 1987 GOOD USPSQD FA0316 HISTORY - 1988 GOOD USPSQD FA0316 HISTORY - 1988 GOOD USPSQD FA0316 HISTORY - 1989 GOOD USPSQD FA0316 HISTORY - 1990 GOOD USPSQD FA0316 HISTORY - 19980523 GOOD USPSQD FA0316 HISTORY - 19990213 GOOD USPSQD FA0316 HISTORY - 20021120 GOOD GCT FA0316 HISTORY - 20031209 GOOD NGS+SS FA0316 FA0316 STATION DESCRIPTION FA0316 FA0316'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) FA0316'PRODUCE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FA0316'THE VICINITY OF PINEVILLE, NORTH CAROLINA. FA0316' FA0316'PRODUCE IS LOCATED APPROXIMATELY 4.5 MILES WEST OF PINEVILLE AND 10.4 FA0316'MILES SOUTHWEST OF CHARLOTTE. TO REACH STATION PROCEED FROM THE FA0316'INTERSECTION OF NC 49 AND NC 160, GO NORTH ON NC 49 FOR 1.8 MILES FA0316'TO INTERSECTION OF NC 49 AND SR 1122 (MOSS RD.) AND STATION ON FA0316'RIGHT, IN SOUTHEAST QUADRANT OF INTERSECTION. FA0316' FA0316'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED PRODUCE FA0316'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FA0316'FLUSH WITH THE SURFACE OF THE GROUND. FA0316' FA0316'MARK IS FA0316'77.9 FEET SE OF C/L OF NC 49. FA0316'31.1 FEET SW OF E EDGE OF CONCRETE ISLAND IN SR 1122. FA0316'46.7 FEET NW OF CENTER OF GRAVEL LANE. FA0316'12.2 FEET NW OF CONCRETE R/W MARKER. FA0316'48.5 FEET E OF CONCRETE R/W MARKER. FA0316'43.3 FEET SE OF 8 FOOT HIGH 2 INCH DIAMETER IRON ROAD SIGN. FA0316 FA0316 STATION RECOVERY (1972) FA0316 FA0316'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 FA0316'4.5 MI WNW FROM PINEVILLE. FA0316'STATION IS LOCATED APPROXIMATELY 10.3 MI. SW OF DOWNTOWN CHARLOTTE, FA0316'ABOUT 1.8 MI. NE ALONG NC 49 FROM INTERSECTION WITH NC 160, IN THE FA0316'SW QUADRANT OF INTERSECTION OF NC 49 AND SR 1122 (MOSS RD.), 77.9 FA0316'FT SE OF C/L OF NC 49, 31.1 FT SW OF E EDGE OF CONCRETE ISLAND IN FA0316'SR 1122, 46.7 FT NW OF C/L OF GRAVEL LANE, 12.2 FT NW OF CONCRETE FA0316'R/W MARKER, AND 43.3 FT SE OF IRON ROAD SIGN POST. DISK IS SET IN FA0316'CONCRETE CYLINDER, FLUSH WITH THE GROUND. FA0316 FA0316 STATION RECOVERY (1980) FA0316 FA0316'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 FA0316'MARK STAMPED--PRODUCE, FOUND IN GOOD CONDITION. FA0316' FA0316'DISTANCE AND DIRECTION FROM NEAREST TOWN--45 MI. WEST OF PINEVILLE. FA0316 FA0316 STATION RECOVERY (1984) FA0316 FA0316'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (RLM) FA0316'PRODUCE 1970 RECOVERED GOOD. FA0316' FA0316'RECOVERED AS DESCRIBED EXCEPT BOTH R/W MARKERS GONE - NEW ROAD FA0316'SIGN IS 30 FEET SE (NOT 43.3 FEET) - NO WIT POST. FA0316 FA0316 STATION RECOVERY (1987) FA0316 FA0316'RECOVERY NOTE BY US POWER SQUADRON 1987 (TW) FA0316'RECOVERED IN GOOD CONDITION. FA0316 FA0316 STATION RECOVERY (1987) FA0316 FA0316'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) FA0316'RECOVERED IN GOOD CONDITION. FA0316 FA0316 STATION RECOVERY (1987) FA0316 FA0316'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELS) FA0316'RECOVERED IN GOOD CONDITION. FA0316 FA0316 STATION RECOVERY (1987) FA0316 FA0316'RECOVERY NOTE BY US POWER SQUADRON 1987 (RM) FA0316'RECOVERED IN GOOD CONDITION. FA0316 FA0316 STATION RECOVERY (1987) FA0316 FA0316'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW) FA0316'RECOVERED IN GOOD CONDITION. FA0316 FA0316 STATION RECOVERY (1988) FA0316 FA0316'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH) FA0316'RECOVERED IN GOOD CONDITION. FA0316 FA0316 STATION RECOVERY (1988) FA0316 FA0316'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCB) FA0316'RECOVERED IN GOOD CONDITION. FA0316 FA0316 STATION RECOVERY (1989) FA0316 FA0316'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH) FA0316'RECOVERED IN GOOD CONDITION. FA0316 FA0316 STATION RECOVERY (1990) FA0316 FA0316'RECOVERY NOTE BY US POWER SQUADRON 1990 (JFM) FA0316'RECOVERED IN GOOD CONDITION. FA0316 FA0316 STATION RECOVERY (1998) FA0316 FA0316'RECOVERY NOTE BY US POWER SQUADRON 1998 FA0316'RECOVERED IN GOOD CONDITION. FA0316 FA0316 STATION RECOVERY (1999) FA0316 FA0316'RECOVERY NOTE BY US POWER SQUADRON 1999 FA0316'RECOVERED IN GOOD CONDITION. FA0316 FA0316 STATION RECOVERY (2002) FA0316 FA0316'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2002 (HWW) FA0316'RECOVERED AS DESCRIBED, NEW DESCRIPTION AS FOLLOWS, FA0316' FA0316'PRODUCE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FA0316'THE VICINITY OF PINEVILLE, NORTH CAROLINA. PRODUCE IS LOCATED FA0316'APPROXIMATELY 7.3 KM (4.5 MI) WEST OF PINEVILLE AND 16.7 KM (10.4 MI) FA0316'SOUTHWEST FA0316'OF CHARLOTTE. FA0316' FA0316'TO REACH STATION FROM THE INTERSECTION OF SR-49 AND SR-160, FA0316'GO NORTH ON SR-49 FOR 2.9 KM (1.8 MI) TO INTERSECTION OF SR-49 AND FA0316'SR-1122 FA0316'(MOSS RD.) AND MARK ON RIGHT, IN SOUTHEAST QUADRANT OF INTERSECTION. FA0316' FA0316'THE STATION IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED PRODUCE FA0316'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FA0316'RECESSED FA0316'1-INCH BELOW THE SURFACE OF THE GROUND. LOCATED 23.74 KM (77.9 FT) FA0316'SOUTHEAST OF FA0316'C/L OF SR-49. 9.47 M (31.1 FT) SOUTHWEST OF EAST EDGE OF CONCRETE FA0316'ISLAND IN FA0316'SR-1122. 3.96 M (13 FT) NORTH OF A POWER POLE, 22.71 M (74.5 FT) FA0316'NORTHEAST OF A FA0316'POWER POLE, AND 33.83 M (111 FT) SOUTHWEST OF A POWER POLE. FA0316' FA0316' FA0316' FA0316' FA0316' FA0316' FA0316' FA0316' FA0316' FA0316 FA0316 STATION RECOVERY (2003) FA0316 FA0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (SML) FA0316'RECOVERED AS DESCRIBED.