1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 GX3178 *********************************************************************** GX3178 DESIGNATION - C 145 RESET 1980 GX3178 PID - GX3178 GX3178 STATE/COUNTY- WV/LOGAN GX3178 USGS QUAD - LOGAN (1989) GX3178 GX3178 *CURRENT SURVEY CONTROL GX3178 ___________________________________________________________________ GX3178* NAD 83(1986)- 37 48 35. (N) 081 58 55. (W) SCALED GX3178* NAVD 88 - 222.29 (meters) 729.3 (feet) RESET GX3178 ___________________________________________________________________ GX3178 GEOID HEIGHT- -31.82 (meters) GEOID99 GX3178 GX3178 VERT ORDER - THIRD GX3178 GX3178.The horizontal coordinates were scaled from a topographic map and have GX3178.an estimated accuracy of +/- 6 seconds. GX3178 GX3178.The orthometric height was computed from unverified reset data. GX3178.No vertical observational check was made to the station. GX3178 GX3178.The geoid height was determined by GEOID99. GX3178 GX3178; North East Units Estimated Accuracy GX3178;SPC WV S - 90,330. 513,540. MT (+/- 180 meters Scaled) GX3178 GX3178 SUPERSEDED SURVEY CONTROL GX3178 GX3178 NGVD 29 (09/25/03) 222.52 (m) 730.1 (f) RESET 3 GX3178 GX3178.Superseded values are not recommended for survey control. GX3178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GX3178.See file dsdata.txt to determine how the superseded data were derived. GX3178 GX3178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB135851(NAD 83) GX3178_MARKER: DB = BENCH MARK DISK GX3178_SETTING: 32 = WINGWALL GX3178_STAMPING: C 145 RESET 1980 GX3178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GX3178+STABILITY: SURFACE MOTION GX3178 GX3178 HISTORY - Date Condition Report By GX3178 HISTORY - 1980 MONUMENTED WVHD GX3178 GX3178 STATION DESCRIPTION GX3178 GX3178'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1980 GX3178'0.9 MI SE FROM MONAVILLE. GX3178'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE AND GX3178'Y.M.C.A. IN MONAVILLE, IN TOP OF WINGWALL OF BRIDGE OVER ISLAND GX3178'CREEK, 16 FEET LEFT OF CENTERLINE STATION 16+52. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 GX3483 *********************************************************************** GX3483 DESIGNATION - J 189 RESET GX3483 PID - GX3483 GX3483 STATE/COUNTY- WV/LOGAN GX3483 USGS QUAD - AMHERSTDALE (1989) GX3483 GX3483 *CURRENT SURVEY CONTROL GX3483 ___________________________________________________________________ GX3483* NAD 83(1986)- 37 46 29. (N) 081 49 14. (W) SCALED GX3483* NAVD 88 - 262.34 (meters) 860.7 (feet) RESET GX3483 ___________________________________________________________________ GX3483 GEOID HEIGHT- -31.61 (meters) GEOID99 GX3483 GX3483 VERT ORDER - THIRD GX3483 GX3483.The horizontal coordinates were scaled from a topographic map and have GX3483.an estimated accuracy of +/- 6 seconds. GX3483 GX3483.The orthometric height was computed from unverified reset data. GX3483.No vertical observational check was made to the station. GX3483 GX3483.The geoid height was determined by GEOID99. GX3483 GX3483; North East Units Estimated Accuracy GX3483;SPC WV S - 86,310. 527,710. MT (+/- 180 meters Scaled) GX3483 GX3483 SUPERSEDED SURVEY CONTROL GX3483 GX3483 NGVD 29 (09/25/03) 262.55 (m) 861.4 (f) RESET 3 GX3483 GX3483.Superseded values are not recommended for survey control. GX3483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GX3483.See file dsdata.txt to determine how the superseded data were derived. GX3483 GX3483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB277811(NAD 83) GX3483_MARKER: DV = VERTICAL CONTROL DISK GX3483_SETTING: 38 = BRIDGE ABUTMENT GX3483_STAMPING: J 189 RESET 1985 GX3483_MARK LOGO: NGS GX3483_MAGNETIC: N = NO MAGNETIC MATERIAL GX3483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GX3483 GX3483 HISTORY - Date Condition Report By GX3483 HISTORY - 1985 MONUMENTED LOCENG GX3483 GX3483 STATION DESCRIPTION GX3483 GX3483'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 GX3483'1.7 KM (1.05 MI) SOUTHWEST ALONG STATE HIGHWAY 18 FROM THE BANK IN GX3483'AMHERSTDALE, IN THE SOUTHEAST CORNER OF A RAILROAD BRIDGE OVER GX3483'BUFFALO CREEK, 5.7 M (18.7 FT) EAST FROM THE CENTER OF THE MAIN GX3483'RAILROAD SURVEY STATION NUMBER 225+53.30 AND 1.4 M (4.6 FT) NORTHWEST GX3483'FROM TELEPHONE POLE NUMBERED 134. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 GY3136 *********************************************************************** GY3136 DESIGNATION - S 143 RESET 1969 GY3136 PID - GY3136 GY3136 STATE/COUNTY- WV/LOGAN GY3136 USGS QUAD - HOLDEN (1989) GY3136 GY3136 *CURRENT SURVEY CONTROL GY3136 ___________________________________________________________________ GY3136* NAD 83(1986)- 37 47 39. (N) 082 06 04. (W) SCALED GY3136* NAVD 88 - 384.46 (meters) 1261.3 (feet) RESET GY3136 ___________________________________________________________________ GY3136 GEOID HEIGHT- -31.85 (meters) GEOID99 GY3136 GY3136 VERT ORDER - THIRD GY3136 GY3136.The horizontal coordinates were scaled from a topographic map and have GY3136.an estimated accuracy of +/- 6 seconds. GY3136 GY3136.The orthometric height was computed from unverified reset data. GY3136.No vertical observational check was made to the station. GY3136 GY3136.The geoid height was determined by GEOID99. GY3136 GY3136; North East Units Estimated Accuracy GY3136;SPC WV S - 88,720. 503,020. MT (+/- 180 meters Scaled) GY3136 GY3136 SUPERSEDED SURVEY CONTROL GY3136 GY3136 NGVD 29 (09/25/03) 384.68 (m) 1262.1 (f) RESET 3 GY3136 GY3136.Superseded values are not recommended for survey control. GY3136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GY3136.See file dsdata.txt to determine how the superseded data were derived. GY3136 GY3136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB030835(NAD 83) GY3136_MARKER: DB = BENCH MARK DISK GY3136_SETTING: 31 = MEDIAN GY3136_STAMPING: S 143 RESET 1969 GY3136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GY3136 GY3136 HISTORY - Date Condition Report By GY3136 HISTORY - 1969 MONUMENTED WVHD GY3136 GY3136 STATION DESCRIPTION GY3136 GY3136'DESCRIBED BY WEST VIRGINIA HIGHWAY DEPARTMENT 1969 GY3136'3.7 MI SW FROM HOLDEN. GY3136'3.7 MILES SOUTHWEST ALONG STATE HIGHWAY 65 FROM THE CENTRAL SCHOOL GY3136'IN HOLDEN, ON A SLOPE AT CONCRETE MEDIAN DIRECTLY BETWEEN TWO METAL GY3136'GUARDRAILS, 17 FEET NORTH OF APPROXIMATE CENTERLINE OF EASTBOUND GY3136'LANES 119, 17 FEET SOUTH OF APPROXIMATE CENTERLINE WESTBOUND LANES GY3136'119, 99 FEET EAST OF MINGO-LOGAN COUNTY LINE, AND 25 FEET NORTH-NORTH GY3136'OF NORTHEAST CORNER CONCRETE DRAIN IN DEEP ROCK CUT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 GY3389 *********************************************************************** GY3389 DESIGNATION - W 143 RESET GY3389 PID - GY3389 GY3389 STATE/COUNTY- WV/LOGAN GY3389 USGS QUAD - HOLDEN (1989) GY3389 GY3389 *CURRENT SURVEY CONTROL GY3389 ___________________________________________________________________ GY3389* NAD 83(1986)- 37 45 07. (N) 082 05 32. (W) SCALED GY3389* NAVD 88 - 355.20 (meters) 1165.4 (feet) RESET GY3389 ___________________________________________________________________ GY3389 GEOID HEIGHT- -31.75 (meters) GEOID99 GY3389 GY3389 VERT ORDER - THIRD GY3389 GY3389.The horizontal coordinates were scaled from a topographic map and have GY3389.an estimated accuracy of +/- 6 seconds. GY3389 GY3389.The orthometric height was computed from unverified reset data. GY3389.No vertical observational check was made to the station. GY3389 GY3389.The geoid height was determined by GEOID99. GY3389 GY3389; North East Units Estimated Accuracy GY3389;SPC WV S - 84,020. 503,750. MT (+/- 180 meters Scaled) GY3389 GY3389 SUPERSEDED SURVEY CONTROL GY3389 GY3389 NGVD 29 (09/25/03) 355.41 (m) 1166.0 (f) RESET 3 GY3389 GY3389.Superseded values are not recommended for survey control. GY3389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GY3389.See file dsdata.txt to determine how the superseded data were derived. GY3389 GY3389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB037788(NAD 83) GY3389_MARKER: DV = VERTICAL CONTROL DISK GY3389_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND GY3389_STAMPING: W 143 RESET 1979 GY3389_MARK LOGO: NGS GY3389_MAGNETIC: N = NO MAGNETIC MATERIAL GY3389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GY3389 GY3389 HISTORY - Date Condition Report By GY3389 HISTORY - 1979 MONUMENTED LOCENG GY3389 GY3389 STATION DESCRIPTION GY3389 GY3389'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 GY3389'3.0 MILES (4.8 KM) WEST ALONG US HIGHWAY 119 FROM THE BRIDGE IN GY3389'HOLDEN, THENCE SOUTH ON A PAVED ROAD FOR 4.8 MILES (7.7 KM) TO A GY3389'RAILROAD, THENCE EAST ALONG THE RAILROAD ON A DIRT ROAD FOR 0.2 MILE GY3389'(0.3 KM) TO A SIDE ROAD RIGHT, CONTINUE EAST ON THE DIRT ROAD FOR 0.3 GY3389'MILE (0.5 KM) TO THE MARK ON THE LEFT, ON THE SOUTH SLOPE OF A HILL, GY3389'173 FEET (52.7 M) NORTH OF THE ROAD, 31 FEET (9.4 M) NORTH OF PINE GY3389'CREEK, AND ABOUT 100 FEET (30.5 M) NORTH OF THE CENTER OF A DRAW, GY3389'PIPE PROJECTS 3.0 FOOT ABOVE THE GROUND.