AC6324 *********************************************************************** AC6324 DESIGNATION - ARL5 B AC6324 PID - AC6324 AC6324 STATE/COUNTY- TX/TARRANT AC6324 USGS QUAD - EULESS (1981) AC6324 AC6324 *CURRENT SURVEY CONTROL AC6324 ___________________________________________________________________ AC6324* NAD 83(1993)- 32 45 32.68222(N) 097 03 28.80582(W) ADJUSTED AC6324* NAVD 88 - 164.914 (meters) 541.06 (feet) ADJUSTED AC6324 ___________________________________________________________________ AC6324 X - -659,722.536 (meters) COMP AC6324 Y - -5,328,409.987 (meters) COMP AC6324 Z - 3,431,594.393 (meters) COMP AC6324 LAPLACE CORR- 3.18 (seconds) DEFLEC99 AC6324 ELLIP HEIGHT- 137.72 (meters) (10/23/00) GPS OBS AC6324 GEOID HEIGHT- -27.21 (meters) GEOID03 AC6324 DYNAMIC HT - 164.723 (meters) 540.43 (feet) COMP AC6324 MODELED GRAV- 979,477.9 (mgal) NAVD 88 AC6324 AC6324 HORZ ORDER - B AC6324 VERT ORDER - FIRST CLASS II AC6324 ELLP ORDER - FOURTH CLASS II AC6324 AC6324.This is a reference station for the ARLINGTON RRP AC6324.National Continuously Operating Reference Station (ARL5). AC6324 AC6324.The horizontal coordinates were established by GPS observations AC6324.and adjusted by the National Geodetic Survey in November 1997.. AC6324 AC6324.The orthometric height was determined by differential leveling AC6324.and adjusted by the National Geodetic Survey in July 2002.. AC6324 AC6324.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC6324 AC6324.The Laplace correction was computed from DEFLEC99 derived deflections. AC6324 AC6324.The ellipsoidal height was determined by GPS observations AC6324.and is referenced to NAD 83. AC6324 AC6324.The geoid height was determined by GEOID03. AC6324 AC6324.The dynamic height is computed by dividing the NAVD 88 AC6324.geopotential number by the normal gravity value computed on the AC6324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC6324.degrees latitude (g = 980.6199 gals.). AC6324 AC6324.The modeled gravity was interpolated from observed gravity values. AC6324 AC6324; North East Units Scale Factor Converg. AC6324;SPC TXNC - 2,122,064.657 735,104.735 MT 0.99988558 +0 47 11.2 AC6324;SPC TXNC - 6,962,140.46 2,411,756.12 sFT 0.99988558 +0 47 11.2 AC6324;UTM 14 - 3,626,247.498 681,919.383 MT 1.00000809 +1 03 04.0 AC6324 AC6324! - Elev Factor x Scale Factor = Combined Factor AC6324!SPC TXNC - 0.99997838 x 0.99988558 = 0.99986396 AC6324!UTM 14 - 0.99997838 x 1.00000809 = 0.99998647 AC6324 AC6324 SUPERSEDED SURVEY CONTROL AC6324 AC6324 ELLIP H (11/13/97) 137.73 (m) GP( ) 2 1 AC6324 NAVD 88 (11/13/97) 164.91 (m) 541.0 (f) LEVELING 3 AC6324 AC6324.Superseded values are not recommended for survey control. AC6324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC6324.See file dsdata.txt to determine how the superseded data were derived. AC6324 AC6324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8191926247(NAD 83) AC6324_MARKER: I = METAL ROD AC6324_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AC6324_STAMPING: ARL5 B 1996 AC6324_MARK LOGO: NGS AC6324_PROJECTION: FLUSH AC6324_MAGNETIC: I = MARKER IS A STEEL ROD AC6324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC6324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC6324+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003 AC6324_ROD/PIPE-DEPTH: 6.8 meters AC6324_SLEEVE-DEPTH : 0.9 meters AC6324 AC6324 HISTORY - Date Condition Report By AC6324 HISTORY - 1996 MONUMENTED NGS AC6324 HISTORY - 19970222 GOOD NGS AC6324 HISTORY - 20020507 GOOD JCLS AC6324 HISTORY - 20020508 GOOD JCLS AC6324 HISTORY - 20031030 GOOD JCLS AC6324 AC6324 STATION DESCRIPTION AC6324 AC6324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS) AC6324'IN ARLINGTON, AT THE INTERSECTION OF STATE HIGHWAY 360 AND INTERSTATE AC6324'HIGHWAY 30, 208.0 M (682.4 FT) EAST OF THE EAST CORNER OF DEPARTMENT AC6324'OF TRANSPORTATION OFFICE, 48.3 M (158.5 FT) NORTHEAST OF THE CENTER OF AC6324'THE EASTBOUND OFF RAMP, 45.7 M (149.9 FT) SOUTH OF THE CENTERLINE OF AC6324'THE EASTBOUND LANES OF INTERSTATE HIGHWAY 30, 27.9 M (91.5 FT) WEST OF AC6324'THE CENTER OF THE WESTBOUND OFF RAMP, 14.7 M (48.2 FT) SOUTH OF THE AC6324'BACK WALL OF A STORM DRAIN, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE AC6324'INTERSTATE HIGHWAY, AND 0.8 M (2.6 FT) NORTH OF A WITNESS POST. AC6324'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE AC6324'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. AC6324 AC6324 STATION RECOVERY (1997) AC6324 AC6324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD) AC6324'STATION WAS RECOVERED USING THE 1996 STATION DESCRIPTION. ALL AC6324'DIRECTIONS AND DISTANCES CHECKED. AC6324 AC6324 STATION RECOVERY (2002) AC6324 AC6324'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 AC6324'RECOVERED IN GOOD CONDITION. AC6324 AC6324 STATION RECOVERY (2002) AC6324 AC6324'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY) AC6324'RECOVERED IN GOOD CONDITION. AC6324 AC6324 STATION RECOVERY (2003) AC6324 AC6324'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 AC6324'RECOVERED IN GOOD CONDITION. AC6326 *********************************************************************** AC6326 DESIGNATION - ARL5 A AC6326 PID - AC6326 AC6326 STATE/COUNTY- TX/TARRANT AC6326 USGS QUAD - EULESS (1981) AC6326 AC6326 *CURRENT SURVEY CONTROL AC6326 ___________________________________________________________________ AC6326* NAD 83(1993)- 32 45 30.04048(N) 097 03 43.02741(W) ADJUSTED AC6326* NAVD 88 - 162.615 (meters) 533.51 (feet) ADJUSTED AC6326 ___________________________________________________________________ AC6326 X - -660,095.094 (meters) COMP AC6326 Y - -5,328,406.262 (meters) COMP AC6326 Z - 3,431,524.704 (meters) COMP AC6326 LAPLACE CORR- 3.18 (seconds) DEFLEC99 AC6326 ELLIP HEIGHT- 135.41 (meters) (10/23/00) GPS OBS AC6326 GEOID HEIGHT- -27.22 (meters) GEOID03 AC6326 DYNAMIC HT - 162.427 (meters) 532.90 (feet) COMP AC6326 MODELED GRAV- 979,477.7 (mgal) NAVD 88 AC6326 AC6326 HORZ ORDER - B AC6326 VERT ORDER - FIRST CLASS II AC6326 ELLP ORDER - FOURTH CLASS II AC6326 AC6326.This is a reference station for the ARLINGTON RRP AC6326.National Continuously Operating Reference Station (ARL5). AC6326 AC6326.The horizontal coordinates were established by GPS observations AC6326.and adjusted by the National Geodetic Survey in November 1997.. AC6326 AC6326.The orthometric height was determined by differential leveling AC6326.and adjusted by the National Geodetic Survey in July 2002.. AC6326 AC6326.Photographs are available for this station. AC6326 AC6326.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC6326 AC6326.The Laplace correction was computed from DEFLEC99 derived deflections. AC6326 AC6326.The ellipsoidal height was determined by GPS observations AC6326.and is referenced to NAD 83. AC6326 AC6326.The geoid height was determined by GEOID03. AC6326 AC6326.The dynamic height is computed by dividing the NAVD 88 AC6326.geopotential number by the normal gravity value computed on the AC6326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC6326.degrees latitude (g = 980.6199 gals.). AC6326 AC6326.The modeled gravity was interpolated from observed gravity values. AC6326 AC6326; North East Units Scale Factor Converg. AC6326;SPC TXNC - 2,121,978.220 734,735.745 MT 0.99988564 +0 47 03.5 AC6326;SPC TXNC - 6,961,856.88 2,410,545.52 sFT 0.99988564 +0 47 03.5 AC6326;UTM 14 - 3,626,159.347 681,550.751 MT 1.00000644 +1 02 56.3 AC6326 AC6326! - Elev Factor x Scale Factor = Combined Factor AC6326!SPC TXNC - 0.99997874 x 0.99988564 = 0.99986438 AC6326!UTM 14 - 0.99997874 x 1.00000644 = 0.99998518 AC6326 AC6326 SUPERSEDED SURVEY CONTROL AC6326 AC6326 ELLIP H (11/13/97) 135.42 (m) GP( ) 2 1 AC6326 NAVD 88 (11/13/97) 162.62 (m) 533.5 (f) LEVELING 3 AC6326 AC6326.Superseded values are not recommended for survey control. AC6326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC6326.See file dsdata.txt to determine how the superseded data were derived. AC6326 AC6326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8155126159(NAD 83) AC6326_MARKER: I = METAL ROD AC6326_SETTING: 58 = GALVANIZED STEEL ROD IN SLEEVE (10 FT.+) AC6326_STAMPING: ARL5 A 1996 AC6326_MARK LOGO: NGS AC6326_PROJECTION: FLUSH AC6326_MAGNETIC: I = MARKER IS A STEEL ROD AC6326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC6326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC6326+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005 AC6326_ROD/PIPE-DEPTH: 3.3 meters AC6326_SLEEVE-DEPTH : 0.9 meters AC6326 AC6326 HISTORY - Date Condition Report By AC6326 HISTORY - 1996 MONUMENTED NGS AC6326 HISTORY - 19970222 GOOD NGS AC6326 HISTORY - 20030430 GOOD NGS AC6326 HISTORY - 20050713 GOOD COMPDA AC6326 AC6326 STATION DESCRIPTION AC6326 AC6326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS) AC6326'IN ARLINGTON, AT THE DEPARTMENT OF TRANSPORTATION OFFICE AT SH 360 AT AC6326'SH 30, 101.6 M (333.3 FT) SOUTHWEST OF THE WEST CORNER OF THE WEST AC6326'WING OF THE BUILDING, 26.7 M (87.6 FT) NORTH OF THE NORTH CURB OF THE AC6326'WESTBOUND LANES OF SIX FLAG DRIVE, 23.2 M (76.1 FT) NORTH OF A 12-INCH AC6326'PIPE SIGN POST, 22.0 M (72.2 FT) SOUTH OF THE CENTER OF THE AC6326'INTERSECTION OF 2 DRIVEWAYS, 17.1 M (56.1 FT) EAST OF THE CENTER OF A AC6326'DRIVEWAY, 16.3 M (53.5 FT) SOUTH OF A SIGN (NO TRUCKS-TRAILERS) , AND AC6326'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY. NOTE--ACCESS TO THE AC6326'DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE SLEEVE DEPTH DOES NOT AC6326'MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE MONUMENT IS ON AC6326'PROPERTY OWNED BY THE TEXAS DEPARTMENT OF TRANSPORTATION, 910-AN AC6326'WATSON ROAD, ARLINGTON, TEXAS 76011-5262, TELEPHONE NUMBER (817) AC6326'817-6031. AC6326 AC6326 STATION RECOVERY (1997) AC6326 AC6326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD) AC6326'STATION RECOVERED USING 1996 DESCRIPTION. ALL DIRECTIONS AND AC6326'DISTANCES CHECKED. AC6326 AC6326 STATION RECOVERY (2003) AC6326 AC6326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RTN) AC6326'RECOVERED AS DESCRIBED. AC6326' AC6326 AC6326 STATION RECOVERY (2005) AC6326 AC6326'RECOVERY NOTE BY COMPASSDATA INC 2005 (JC) AC6326'RECOVERED IN GOOD CONDITION. AF9536 *********************************************************************** AF9536 HT_MOD - This is a Height Modernization Survey Station. AF9536 CORS - This is a GPS Continuously Operating Reference Station. AF9536 DESIGNATION - ARLINGTON RRP CORS ARP AF9536 CORS_ID - ARL5 AF9536 PID - AF9536 AF9536 STATE/COUNTY- TX/TARRANT AF9536 USGS QUAD - EULESS (1981) AF9536 AF9536 *CURRENT SURVEY CONTROL AF9536 ___________________________________________________________________ AF9536* NAD 83(CORS)- 32 45 32.49961(N) 097 03 36.99127(W) ADJUSTED AF9536* NAVD 88 - 171.25 (meters) 561.8 (feet) GPS OBS AF9536 ___________________________________________________________________ AF9536 EPOCH DATE - 2002.00 AF9536 X - -659,935.015 (meters) COMP AF9536 Y - -5,328,392.090 (meters) COMP AF9536 Z - 3,431,593.076 (meters) COMP AF9536 ELLIP HEIGHT- 144.03 (meters) (03/??/02) GPS OBS AF9536 GEOID HEIGHT- -27.21 (meters) GEOID03 AF9536 AF9536 HORZ ORDER - SPECIAL (CORS) AF9536 ELLP ORDER - SPECIAL (CORS) AF9536 AF9536.ITRF positions are available for this station. AF9536.The coordinates were established by GPS observations AF9536.and adjusted by the National Geodetic Survey in March 2002.. AF9536.The coordinates are valid at the epoch date displayed above. AF9536.The epoch date for horizontal control is a decimal equivalence AF9536.of Year/Month/Day. AF9536 AF9536.The orthometric height was determined by GPS observations and a AF9536.high-resolution geoid model using precise GPS observation and AF9536.processing techniques. AF9536 AF9536.The PID for the CORS L1 Phase Center is AB6378. AF9536 AF9536.The XYZ, and position/ellipsoidal ht. are equivalent. AF9536 AF9536.The ellipsoidal height was determined by GPS observations AF9536.and is referenced to NAD 83. AF9536 AF9536.The geoid height was determined by GEOID03. AF9536 AF9536; North East Units Scale Factor Converg. AF9536;SPC TXNC - 2,122,056.111 734,891.793 MT 0.99988558 +0 47 06.8 AF9536;SPC TXNC - 6,962,112.42 2,411,057.49 sFT 0.99988558 +0 47 06.8 AF9536 AF9536! - Elev Factor x Scale Factor = Combined Factor AF9536!SPC TXNC - 0.99997739 x 0.99988558 = 0.99986297 AF9536 AF9536 SUPERSEDED SURVEY CONTROL AF9536 AF9536 NAD 83(CORS)- 32 45 32.49926(N) 097 03 36.99079(W) AD(1997.00) c AF9536 ELLIP H (04/??/00) 144.04 (m) GP(1997.00) c c AF9536 NAD 83(CORS)- 32 45 32.49918(N) 097 03 36.99100(W) AD(1996.00) c AF9536 NAD 83(CORS)- 32 45 32.49918(N) 097 03 36.99100(W) AD(1997.00) c AF9536 ELLIP H (04/??/96) 144.06 (m) GP(1997.00) c c AF9536 ELLIP H (04/??/96) 144.06 (m) GP(1996.00) c c AF9536 AF9536.Superseded values are not recommended for survey control. AF9536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF9536.See file dsdata.txt to determine how the superseded data were derived. AF9536 AF9536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8170626238(NAD 83) AF9536_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA AF9536 AF9536 STATION DESCRIPTION AF9536 AF9536'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 AF9536'STATION IS A GPS CORS. LATEST INFORMATION INCLUDING POSITIONS AND AF9536'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE AF9536'BY ANONYMOUS FTP OR THE WORLDWIDE WEB. AF9536' FTP CORS.NGS.NOAA.GOV: CORS/COORD AND CORS/STATION_LOG AF9536' HTTP://WWW.NGS.NOAA.GOV UNDER PRODUCTS AND SERVICES.