1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 HX2780 *********************************************************************** HX2780 DESIGNATION - A 187 RESET 1976 HX2780 PID - HX2780 HX2780 STATE/COUNTY- WV/BOONE HX2780 USGS QUAD - RACINE (1976) HX2780 HX2780 *CURRENT SURVEY CONTROL HX2780 ___________________________________________________________________ HX2780* NAD 83(1986)- 38 08 29. (N) 081 41 13. (W) SCALED HX2780* NAVD 88 - 207.22 (+/-2cm) 679.9 (feet) VERTCON HX2780 ___________________________________________________________________ HX2780 GEOID HEIGHT- -32.53 (meters) GEOID99 HX2780 HX2780 VERT ORDER - THIRD (See Below) HX2780 HX2780.The horizontal coordinates were scaled from a topographic map and have HX2780.an estimated accuracy of +/- 6 seconds. HX2780 HX2780.The NAVD 88 height was computed by applying the VERTCON shift value to HX2780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HX2780.The vertical order pertains to the superseded datum. HX2780 HX2780.The geoid height was determined by GEOID99. HX2780 HX2780; North East Units Estimated Accuracy HX2780;SPC WV S - 126,900. 539,790. MT (+/- 180 meters Scaled) HX2780 HX2780 SUPERSEDED SURVEY CONTROL HX2780 HX2780 NGVD 29 (09/25/03) 207.43 (m) 680.5 (f) RESET 3 HX2780 HX2780.Superseded values are not recommended for survey control. HX2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HX2780.See file dsdata.txt to determine how the superseded data were derived. HX2780 HX2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC398217(NAD 83) HX2780_MARKER: DB = BENCH MARK DISK HX2780_SETTING: 66 = SET IN ROCK OUTCROP HX2780_STAMPING: A 187 RESET 1976 HX2780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HX2780+STABILITY: POSITION/ELEVATION WELL HX2780 HX2780 HISTORY - Date Condition Report By HX2780 HISTORY - 1976 MONUMENTED CORR HX2780 HX2780 STATION DESCRIPTION HX2780 HX2780'DESCRIBED BY CHESAPEAKE AND OHIO RAILROAD 1976 HX2780'0.5 MI NW FROM PEYTONA. HX2780'0.5 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE HX2780'CROSSING OF U.S. HIGHWAY 119 IN PEYTONA, SET IN ROCK, 50 FEET NORTH HX2780'OF RAILROAD CROSSSNG, AND 20 FEET WEST OF ROAD. HX2780'THE MARK IS 6 FT ABOVE ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 HX2213 *********************************************************************** HX2213 DESIGNATION - C 157 RESET 1971 HX2213 PID - HX2213 HX2213 STATE/COUNTY- WV/BOONE HX2213 USGS QUAD - MADISON (1976) HX2213 HX2213 *CURRENT SURVEY CONTROL HX2213 ___________________________________________________________________ HX2213* NAD 83(1986)- 38 01 06. (N) 081 52 24. (W) SCALED HX2213* NAVD 88 - 256.64 (+/-2cm) 842.0 (feet) VERTCON HX2213 ___________________________________________________________________ HX2213 GEOID HEIGHT- -32.36 (meters) GEOID99 HX2213 HX2213 VERT ORDER - THIRD (See Below) HX2213 HX2213.The horizontal coordinates were scaled from a topographic map and have HX2213.an estimated accuracy of +/- 6 seconds. HX2213 HX2213.The NAVD 88 height was computed by applying the VERTCON shift value to HX2213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HX2213.The vertical order pertains to the superseded datum. HX2213 HX2213.The geoid height was determined by GEOID99. HX2213 HX2213; North East Units Estimated Accuracy HX2213;SPC WV S - 113,380. 523,320. MT (+/- 180 meters Scaled) HX2213 HX2213 SUPERSEDED SURVEY CONTROL HX2213 HX2213 NGVD 29 (09/25/03) 256.85 (m) 842.7 (f) RESET 3 HX2213 HX2213.Superseded values are not recommended for survey control. HX2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HX2213.See file dsdata.txt to determine how the superseded data were derived. HX2213 HX2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC233082(NAD 83) HX2213_MARKER: DB = BENCH MARK DISK HX2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HX2213_STAMPING: C 157 RESET 1971 HX2213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HX2213+STABILITY: SURFACE MOTION HX2213 HX2213 HISTORY - Date Condition Report By HX2213 HISTORY - 1971 MONUMENTED WVHD HX2213 HX2213 STATION DESCRIPTION HX2213 HX2213'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1971 HX2213'6.1 MI SW FROM MADISON. HX2213'ABOUT 2.9 MILES SOUTH ALONG U.S. HIGHWAY 119 FROM ITS JUNCTION HX2213'WITH STATE HIGHWAY 79 AT MADISON, THENCE 3.2 MILES SOUTHWEST HX2213'ALONG A GRAVEL ROAD, 0.1 MILE EAST OF THE JUNCTION OF LOW GAP HX2213'ROAD AND TURTLE CREEK ROAD, 278 FEET NORTH OF POWER LINE POLE HX2213'74/1, 15 FEET EAST OF A 12 INCH POPULAR TREE, 77 FEET WEST OF HX2213'TELEPHONE POLE 62/71, 22 FEET NORTH OF THE CENTER LINE OF THE HX2213'ROAD, 1.5 FEET SOUTH OF A CONCRETE WITNESS POST, ABOUT 4.6 FEET BELOW HX2213'THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE HX2213'GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 DF3719 *********************************************************************** DF3719 DESIGNATION - N 39 RESET DF3719 PID - DF3719 DF3719 STATE/COUNTY- WV/BOONE DF3719 USGS QUAD - RACINE (1976) DF3719 DF3719 *CURRENT SURVEY CONTROL DF3719 ___________________________________________________________________ DF3719* NAD 83(1986)- 38 08 12. (N) 081 40 45. (W) SCALED DF3719* NAVD 88 - 207.89 (meters) 682.1 (feet) RESET DF3719 ___________________________________________________________________ DF3719 GEOID HEIGHT- -32.50 (meters) GEOID99 DF3719 DF3719 VERT ORDER - THIRD DF3719 DF3719.The horizontal coordinates were scaled from a topographic map and have DF3719.an estimated accuracy of +/- 6 seconds. DF3719 DF3719.The orthometric height was computed from unverified reset data. DF3719.No vertical observational check was made to the station. DF3719 DF3719.The geoid height was determined by GEOID99. DF3719 DF3719; North East Units Estimated Accuracy DF3719;SPC WV S - 126,380. 540,460. MT (+/- 180 meters Scaled) DF3719 DF3719 SUPERSEDED SURVEY CONTROL DF3719 DF3719.No superseded survey control is available for this station. DF3719 DF3719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC404211(NAD 83) DF3719_MARKER: DV = VERTICAL CONTROL DISK DF3719_SETTING: 37 = BRIDGE PARAPET WALL DF3719_STAMPING: N 39 RESET 2001 DF3719_MARK LOGO: NGS DF3719_MAGNETIC: N = NO MAGNETIC MATERIAL DF3719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF3719 DF3719 HISTORY - Date Condition Report By DF3719 HISTORY - 2001 MONUMENTED WVDT DF3719 DF3719 STATION DESCRIPTION DF3719 DF3719'DESCRIBED BY WV DEPT TRANS 2001 (CC) DF3719'0.15 MILE (0.24 KM) SOUTHEAST ALONG THE RAILROAD TRACK FROM THE OLD C DF3719'AND O STATION ON THE WEST END OF THE NORTH PARAPET WALL OF A NEW WEST DF3719'VIRGINIA ROUTE 3 BRIDGE OVER COAL RIVER, 265 FEET (80.8 M) EAST OF A DF3719'RAILROAD CROSSING AND 15 FEET (4.6 M) NORTH OF THE CENTERLINE OF DF3719'ROADWAY AND 3 FEET (0.9 M) HIGHER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 HX3168 *********************************************************************** HX3168 DESIGNATION - T 36 RESET HX3168 PID - HX3168 HX3168 STATE/COUNTY- WV/BOONE HX3168 USGS QUAD - JULIAN (1976) HX3168 HX3168 *CURRENT SURVEY CONTROL HX3168 ___________________________________________________________________ HX3168* NAD 83(1986)- 38 09 17. (N) 081 51 09. (W) SCALED HX3168* NAVD 88 - 201.73 (meters) 661.8 (feet) RESET HX3168 ___________________________________________________________________ HX3168 GEOID HEIGHT- -32.76 (meters) GEOID99 HX3168 HX3168 VERT ORDER - THIRD HX3168 HX3168.The horizontal coordinates were scaled from a topographic map and have HX3168.an estimated accuracy of +/- 6 seconds. HX3168 HX3168.The orthometric height was computed from unverified reset data. HX3168.No vertical observational check was made to the station. HX3168 HX3168.The geoid height was determined by GEOID99. HX3168 HX3168; North East Units Estimated Accuracy HX3168;SPC WV S - 128,500. 525,290. MT (+/- 180 meters Scaled) HX3168 HX3168 SUPERSEDED SURVEY CONTROL HX3168 HX3168 NGVD 29 (09/25/03) 201.94 (m) 662.5 (f) RESET 3 HX3168 HX3168.Superseded values are not recommended for survey control. HX3168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HX3168.See file dsdata.txt to determine how the superseded data were derived. HX3168 HX3168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC253233(NAD 83) HX3168_MARKER: DV = VERTICAL CONTROL DISK HX3168_SETTING: 38 = BRIDGE ABUTMENT HX3168_STAMPING: T 36 RESET 1987 HX3168_MARK LOGO: NGS HX3168_MAGNETIC: N = NO MAGNETIC MATERIAL HX3168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HX3168 HX3168 HISTORY - Date Condition Report By HX3168 HISTORY - 1987 MONUMENTED WVHD HX3168 HX3168 STATION DESCRIPTION HX3168 HX3168'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1987 HX3168'IN JULIAN, ON THE CHESAPEAKE AND OHIO RAILWAY, AT THE CROSSING OF HX3168'STATE HIGHWAY 3, 12 FEET (3.7 M) EAST OF THE CENTERLINE OF A CONCRETE HX3168'BRIDGE OVER LITTLE COAL RIVER, IN THE SOUTHWESTERN PART OF BRIDGE, 31 HX3168'FEET (9.4 M) NORTH OF THE NORTH RAIL AND ABOUT 5.5 FEET (1.7 M) BELOW HX3168'THE LEVEL OF THE TRACK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 HX2096 *********************************************************************** HX2096 DESIGNATION - W 175 RESET 1966 HX2096 PID - HX2096 HX2096 STATE/COUNTY- WV/BOONE HX2096 USGS QUAD - MADISON (1976) HX2096 HX2096 *CURRENT SURVEY CONTROL HX2096 ___________________________________________________________________ HX2096* NAD 83(1986)- 38 05 51. (N) 081 50 54. (W) SCALED HX2096* NAVD 88 - 210.16 (+/-2cm) 689.5 (feet) VERTCON HX2096 ___________________________________________________________________ HX2096 GEOID HEIGHT- -32.59 (meters) GEOID99 HX2096 HX2096 VERT ORDER - THIRD (See Below) HX2096 HX2096.The horizontal coordinates were scaled from a topographic map and have HX2096.an estimated accuracy of +/- 6 seconds. HX2096 HX2096.The NAVD 88 height was computed by applying the VERTCON shift value to HX2096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HX2096.The vertical order pertains to the superseded datum. HX2096 HX2096.The geoid height was determined by GEOID99. HX2096 HX2096; North East Units Estimated Accuracy HX2096;SPC WV S - 122,150. 525,590. MT (+/- 180 meters Scaled) HX2096 HX2096 SUPERSEDED SURVEY CONTROL HX2096 HX2096 NGVD 29 (09/25/03) 210.37 (m) 690.2 (f) RESET 3 HX2096 HX2096.Superseded values are not recommended for survey control. HX2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HX2096.See file dsdata.txt to determine how the superseded data were derived. HX2096 HX2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC256169(NAD 83) HX2096_MARKER: DB = BENCH MARK DISK HX2096_SETTING: 66 = SET IN ROCK OUTCROP HX2096_STAMPING: W 175 RESET 1966 HX2096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HX2096+STABILITY: POSITION/ELEVATION WELL HX2096 HX2096 HISTORY - Date Condition Report By HX2096 HISTORY - 1958 MONUMENTED CGS HX2096 HX2096 STATION DESCRIPTION HX2096 HX2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 HX2096'2 MI N FROM DANVILLE. HX2096'ABOUT 2.0 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY HX2096'FROM THE STATION AT DANVILLE, 443 YARDS SOUTH OF MILE POST 33, HX2096'280 YARDS SOUTH OF A ROAD CROSSING, SET VERTICALLY IN THE HX2096'NORTHWEST FACE OF LAYERED ROCK, 4 FEET ABOVE THE BOTTOM OF A HX2096'DITCH, AND 2 1/2 FEET ABOVE THE TOP OF RAIL, 16.5 FEET NORTHEAST HX2096'OF THE NORTHEAST RAIL, OF THE NORTH TRACK, 45 YARDS SOUTH OF HX2096'THE SOUTH END OF A CURVE IN TRACK WITH TANGENTS EXTENDING SOUTH HX2096'AND NORTHEAST, AND LEFT OF C AND O WAL. STA. 1750+52. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 HX2171 *********************************************************************** HX2171 DESIGNATION - W 39 RESET 1974 HX2171 PID - HX2171 HX2171 STATE/COUNTY- WV/BOONE HX2171 USGS QUAD - SYLVESTER (1976) HX2171 HX2171 *CURRENT SURVEY CONTROL HX2171 ___________________________________________________________________ HX2171* NAD 83(1986)- 38 06 20. (N) 081 37 28. (W) SCALED HX2171* NAVD 88 - 211.06 (+/-2cm) 692.5 (feet) VERTCON HX2171 ___________________________________________________________________ HX2171 GEOID HEIGHT- -32.32 (meters) GEOID99 HX2171 HX2171 VERT ORDER - THIRD (See Below) HX2171 HX2171.The horizontal coordinates were scaled from a topographic map and have HX2171.an estimated accuracy of +/- 6 seconds. HX2171 HX2171.The NAVD 88 height was computed by applying the VERTCON shift value to HX2171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HX2171.The vertical order pertains to the superseded datum. HX2171 HX2171.The geoid height was determined by GEOID99. HX2171 HX2171; North East Units Estimated Accuracy HX2171;SPC WV S - 122,890. 545,240. MT (+/- 180 meters Scaled) HX2171 HX2171 SUPERSEDED SURVEY CONTROL HX2171 HX2171 NGVD 29 (09/25/03) 211.27 (m) 693.1 (f) RESET 3 HX2171 HX2171.Superseded values are not recommended for survey control. HX2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HX2171.See file dsdata.txt to determine how the superseded data were derived. HX2171 HX2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMC452177(NAD 83) HX2171_MARKER: DB = BENCH MARK DISK HX2171_SETTING: 36 = BRIDGE SEAT HX2171_STAMPING: W 39 RESET 1974 HX2171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HX2171 HX2171 HISTORY - Date Condition Report By HX2171 HISTORY - 1974 MONUMENTED WVHD HX2171 HX2171 STATION DESCRIPTION HX2171 HX2171'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1974 HX2171'AT SETH. HX2171'AT SETH, ABOUT 374 YARDS SOUTH ALONG THE CHESAPEAKE AND OHIO HX2171'RAILWAY FROM THE STATION, IN THE TOP OF EAST END OF BRIDGE SEAT HX2171'OF NORTH CONCRETE ABUTMENT OF RAILWAY BRIDGE NUMBER 211 OVER HX2171'LAUREL CREEK, 10 FEET EAST OF EAST RAIL, 630 FEET SOUTHEAST HX2171'AND ACROSS TRACK FROM MILE POST 21, AND ABOUT 7 FEET BELOW LEVEL HX2171'OF TRACK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 GX3169 *********************************************************************** GX3169 DESIGNATION - Y 189 RESET 1978 GX3169 PID - GX3169 GX3169 STATE/COUNTY- WV/BOONE GX3169 USGS QUAD - WHARTON (1988) GX3169 GX3169 *CURRENT SURVEY CONTROL GX3169 ___________________________________________________________________ GX3169* NAD 83(1986)- 37 54 18. (N) 081 40 45. (W) SCALED GX3169* NAVD 88 - 292.36 (meters) 959.2 (feet) RESET GX3169 ___________________________________________________________________ GX3169 GEOID HEIGHT- -31.75 (meters) GEOID99 GX3169 GX3169 VERT ORDER - THIRD GX3169 GX3169.The horizontal coordinates were scaled from a topographic map and have GX3169.an estimated accuracy of +/- 6 seconds. GX3169 GX3169.The orthometric height was computed from unverified reset data. GX3169.No vertical observational check was made to the station. GX3169 GX3169.The geoid height was determined by GEOID99. GX3169 GX3169; North East Units Estimated Accuracy GX3169;SPC WV S - 100,660. 540,280. MT (+/- 180 meters Scaled) GX3169 GX3169 SUPERSEDED SURVEY CONTROL GX3169 GX3169 NGVD 29 (09/25/03) 292.56 (m) 959.8 (f) RESET 3 GX3169 GX3169.Superseded values are not recommended for survey control. GX3169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GX3169.See file dsdata.txt to determine how the superseded data were derived. GX3169 GX3169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB402954(NAD 83) GX3169_MARKER: DB = BENCH MARK DISK GX3169_SETTING: 32 = PARAPET WALL GX3169_STAMPING: Y 189 RESET 1978 GX3169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GX3169+STABILITY: SURFACE MOTION GX3169 GX3169 HISTORY - Date Condition Report By GX3169 HISTORY - 1978 MONUMENTED WVHD GX3169 GX3169 STATION DESCRIPTION GX3169 GX3169'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1978 GX3169'7.65 MI SE FROM VAN. GX3169'7.65 MILES SOUTHEAST ALONG STATE HIGHWAY 85 FROM THE POST OFFICE IN GX3169'VAN, IN PARAPET WALL OF BRIDGE NO 3166, 12.0 FEET NORTHWEST OF THE GX3169'SOUTHEAST END OF BRIDGE OVER POND FORK IN THE TOWN OF WHARTON.