1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JX1099 *********************************************************************** JX1099 DESIGNATION - D 235 RESET JX1099 PID - JX1099 JX1099 STATE/COUNTY- OH/WASHINGTON JX1099 USGS QUAD - PARKERSBURG (1994) JX1099 JX1099 *CURRENT SURVEY CONTROL JX1099 ___________________________________________________________________ JX1099* NAD 83(1986)- 39 17 51. (N) 081 34 02. (W) SCALED JX1099* NAVD 88 - 182.47 (+/-2cm) 598.7 (feet) VERTCON JX1099 ___________________________________________________________________ JX1099 GEOID HEIGHT- -34.32 (meters) GEOID03 JX1099 JX1099 VERT ORDER - THIRD (See Below) JX1099 JX1099.The horizontal coordinates were scaled from a topographic map and have JX1099.an estimated accuracy of +/- 6 seconds. JX1099 JX1099.The NAVD 88 height was computed by applying the VERTCON shift value to JX1099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JX1099.The vertical order pertains to the NGVD 29 superseded value. JX1099 JX1099.The geoid height was determined by GEOID03. JX1099 JX1099; North East Units Estimated Accuracy JX1099;SPC OH S - 144,460. 680,460. MT (+/- 180 meters Scaled) JX1099 JX1099 SUPERSEDED SURVEY CONTROL JX1099 JX1099 NGVD 29 (10/13/05) 182.66 (m) 599.3 (f) RESET 3 JX1099 JX1099.Superseded values are not recommended for survey control. JX1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JX1099.See file dsdata.txt to determine how the superseded data were derived. JX1099 JX1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD510499(NAD 83) JX1099_MARKER: DB = BENCH MARK DISK JX1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JX1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT JX1099_STAMPING: D 235 RESET 1965 JX1099_MARK LOGO: CGS JX1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JX1099+STABILITY: SURFACE MOTION JX1099 JX1099 HISTORY - Date Condition Report By JX1099 HISTORY - 1965 MONUMENTED CGS JX1099 JX1099 STATION DESCRIPTION JX1099 JX1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 JX1099'1.6 MI N FROM BELPRE. JX1099'ABOUT 0.95 MILE NORTH ALONG STATE ROUTE 7 FROM THE JUNCTION OF JX1099'U.S. HIGHWAY 50 AND STATE ROUTE 7 NEAR THE WEST END OF THE JX1099'MEMORIAL TOLL BRIDGE IN NORTH BELPRE. MARK IS 51 FEET EAST OF JX1099'THE APPROXIMATE CENTER OF STATE ROUTE 7, 3 FEET NORTH OF A JX1099'POWERLINE POLE AND 0.8 FOOT WEST OF A METAL WITNESS POST AND JX1099'SIGN. A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, JX1099'CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED JX1099'D 235 RESET 1965. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JX1094 *********************************************************************** JX1094 DESIGNATION - E 235 RESET JX1094 PID - JX1094 JX1094 STATE/COUNTY- OH/WASHINGTON JX1094 USGS QUAD - PARKERSBURG (1994) JX1094 JX1094 *CURRENT SURVEY CONTROL JX1094 ___________________________________________________________________ JX1094* NAD 83(1986)- 39 18 37. (N) 081 33 58. (W) SCALED JX1094* NAVD 88 - 186.56 (+/-2cm) 612.1 (feet) VERTCON JX1094 ___________________________________________________________________ JX1094 GEOID HEIGHT- -34.32 (meters) GEOID03 JX1094 JX1094 VERT ORDER - THIRD (See Below) JX1094 JX1094.The horizontal coordinates were scaled from a topographic map and have JX1094.an estimated accuracy of +/- 6 seconds. JX1094 JX1094.The NAVD 88 height was computed by applying the VERTCON shift value to JX1094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JX1094.The vertical order pertains to the NGVD 29 superseded value. JX1094 JX1094.The geoid height was determined by GEOID03. JX1094 JX1094; North East Units Estimated Accuracy JX1094;SPC OH S - 145,870. 680,540. MT (+/- 180 meters Scaled) JX1094 JX1094 SUPERSEDED SURVEY CONTROL JX1094 JX1094 NGVD 29 (10/13/05) 186.75 (m) 612.7 (f) RESET 3 JX1094 JX1094.Superseded values are not recommended for survey control. JX1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JX1094.See file dsdata.txt to determine how the superseded data were derived. JX1094 JX1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD511513(NAD 83) JX1094_MARKER: DB = BENCH MARK DISK JX1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JX1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT JX1094_STAMPING: E 235 RESET 1965 JX1094_MARK LOGO: CGS JX1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JX1094+STABILITY: SURFACE MOTION JX1094 JX1094 HISTORY - Date Condition Report By JX1094 HISTORY - 1965 MONUMENTED CGS JX1094 JX1094 STATION DESCRIPTION JX1094 JX1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 JX1094'2.4 MI N FROM BELPRE. JX1094'ABOUT 2 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM JX1094'THE STATION IN BELPRE, 0.2 MILE SOUTH OF MILEPOST M 10 AND 0.1 JX1094'MILE SOUTH OF THE SOUTH END OF A RAILROAD BRIDE OVER CROOKED JX1094'CREEK. MARK IS 21.5 FEET WEST OF THE WEST RAIL OF THE RAILROAD, JX1094'18 FEET SOUTH OF TELEPHONE POLE NO. 376, 3 FEET EAST OF THE JX1094'RIGHT-OF-WAY FENCE, AND 1.4 FEET SOUTHEAST OF A METAL WITNESS JX1094'POST AND SIGN. A STANDARD DISK SET IN THE TOP OF A 10-INCH, JX1094'SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS JX1094'STAMPED E 235 RESET 1965. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JX1092 *********************************************************************** JX1092 DESIGNATION - F 235 RESET JX1092 PID - JX1092 JX1092 STATE/COUNTY- OH/WASHINGTON JX1092 USGS QUAD - PARKERSBURG (1994) JX1092 JX1092 *CURRENT SURVEY CONTROL JX1092 ___________________________________________________________________ JX1092* NAD 83(1986)- 39 18 41. (N) 081 33 56. (W) SCALED JX1092* NAVD 88 - 178.93 (+/-2cm) 587.0 (feet) VERTCON JX1092 ___________________________________________________________________ JX1092 GEOID HEIGHT- -34.32 (meters) GEOID03 JX1092 JX1092 VERT ORDER - THIRD (See Below) JX1092 JX1092.The horizontal coordinates were scaled from a topographic map and have JX1092.an estimated accuracy of +/- 6 seconds. JX1092 JX1092.The NAVD 88 height was computed by applying the VERTCON shift value to JX1092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JX1092.The vertical order pertains to the NGVD 29 superseded value. JX1092 JX1092.The geoid height was determined by GEOID03. JX1092 JX1092; North East Units Estimated Accuracy JX1092;SPC OH S - 146,000. 680,590. MT (+/- 180 meters Scaled) JX1092 JX1092 SUPERSEDED SURVEY CONTROL JX1092 JX1092 NGVD 29 (10/13/05) 179.11 (m) 587.6 (f) RESET 3 JX1092 JX1092.Superseded values are not recommended for survey control. JX1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JX1092.See file dsdata.txt to determine how the superseded data were derived. JX1092 JX1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD512514(NAD 83) JX1092_MARKER: DB = BENCH MARK DISK JX1092_SETTING: 30 = SET IN A LIGHT STRUCTURE JX1092_SP_SET: CULVERT JX1092_STAMPING: F 235 RESET 1965 JX1092_MARK LOGO: CGS JX1092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JX1092 JX1092 HISTORY - Date Condition Report By JX1092 HISTORY - 1965 MONUMENTED CGS JX1092 HISTORY - 1976 GOOD NGS JX1092 JX1092 STATION DESCRIPTION JX1092 JX1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 JX1092'2.4 MI N FROM BELPRE. JX1092'ABOUT 1.85 MILES NORTH ALONG STATE ROUTE 7 FROM THE JUNCTION OF JX1092'U.S. HIGHWAY 50 AND STATE ROUTE 7 NEAR THE WEST END OF THE JX1092'MEMORIAL TOLL BRIDGE IN NORTH BELPRE. MARK IS IN THE FIRST JX1092'LEVEL BELOW THE DECK OF THE SOUTHWEST HEADWALL OF A BOX CULVERT. JX1092'IT IS 245 FEET SOUTH OF THE NORTH END OF A GUARDRAIL ALONG WEST JX1092'SIDE OF HIGHWAY, 200 FEET SOUTH OF A POINT ON TANGENT WITH AN JX1092'OHIO RIVER CHANNEL LIGHT, 57 FEET WEST OF THE APPROXIMATE JX1092'CENTER OF STATE ROUTE 7, 3 FEET WEST OF A METAL WITNESS POST JX1092'AND SIGN, 0.7 FOOT EAST OF THE END OF THE STEP, AND ABOUT 10 FEET JX1092'BELOW THE HIGHWAY. A STANDARD DISK CEMENTED IN A DRILL HOLE JX1092'FLUSH WITH THE SURFACE OF THE STEP AND THE DISK IS STAMPED F JX1092'235 RESET 1965. JX1092 JX1092 STATION RECOVERY (1976) JX1092 JX1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 JX1092'RECOVERED. IT IS NOW ABOUT 130 YDS EAST OF TRACKS, 50 YDS EAST OF NEW JX1092'HIGHWAY 7 IN THE FIRST STEP DOWN OF SW WING WALL OF BOX CULVERT OVER JX1092'CROOKED CREEK. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JX1089 *********************************************************************** JX1089 DESIGNATION - FULLERTON RM 3 JX1089 PID - JX1089 JX1089 STATE/COUNTY- OH/WASHINGTON JX1089 USGS QUAD - PARKERSBURG (1994) JX1089 JX1089 *CURRENT SURVEY CONTROL JX1089 ___________________________________________________________________ JX1089* NAD 83(1986)- 39 19 25. (N) 081 33 44. (W) SCALED JX1089* NAVD 88 - 189.23 (+/-2cm) 620.8 (feet) VERTCON JX1089 ___________________________________________________________________ JX1089 GEOID HEIGHT- -34.32 (meters) GEOID03 JX1089 JX1089 VERT ORDER - THIRD (See Below) JX1089 JX1089.The horizontal coordinates were scaled from a topographic map and have JX1089.an estimated accuracy of +/- 6 seconds. JX1089 JX1089.The NAVD 88 height was computed by applying the VERTCON shift value to JX1089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JX1089.The vertical order pertains to the NGVD 29 superseded value. JX1089 JX1089.The geoid height was determined by GEOID03. JX1089 JX1089; North East Units Estimated Accuracy JX1089;SPC OH S - 147,360. 680,860. MT (+/- 180 meters Scaled) JX1089 JX1089 SUPERSEDED SURVEY CONTROL JX1089 JX1089 NGVD 29 (10/13/05) 189.41 (m) 621.4 (f) RESET 3 JX1089 JX1089.Superseded values are not recommended for survey control. JX1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JX1089.See file dsdata.txt to determine how the superseded data were derived. JX1089 JX1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD515528(NAD 83) JX1089_MARKER: DR = REFERENCE MARK DISK JX1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JX1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT JX1089_STAMPING: FULLERTON 1944 NO 3 1970 JX1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JX1089+STABILITY: SURFACE MOTION JX1089 JX1089 HISTORY - Date Condition Report By JX1089 HISTORY - 1970 MONUMENTED NGS JX1089 JX1089 STATION DESCRIPTION JX1089 JX1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 JX1089'3.4 MI N FROM BELPRE. JX1089'THE MARK IS ABOUT 3.4 MILES NORTH ALONG THE BALTIMORE AND JX1089'OHIO RAILROAD FROM THE STATION IN BELPRE, IN A NARROW STRIP JX1089'OF LAND BETWEEN THE RAILROAD AND U.S. HIGHWAY 50 AND STATE ROUTE JX1089'7, AND AT THE FULLERTON 1944 TRIANGULATION STATION SITE, 63.31 JX1089'FEET SOUTH-SOUTHEAST OF FULLERTON R M 4, 44 FEET WEST OF THE JX1089'APPROXIMATE CENTER OF THE SOUTH BOUND TRAFFIC LANES OF U.S. JX1089'HIGHWAY 50 AND STATE ROUTE 7, 39.00 FEET SOUTH OF FULLERTON, JX1089'37.7 FEET SOUTH OF A METAL WITNESS POST AND SIGN, 30.6 FEET JX1089'EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, AND 33 FEET JX1089'NORTHEAST OF A TELEPHONE POLE. IT IS A STANDARD DISK SET IN JX1089'THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE JX1089'DISK IS STAMPED FULLERTON 1944 NO 3 1970. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JX1090 *********************************************************************** JX1090 DESIGNATION - FULLERTON RM 4 JX1090 PID - JX1090 JX1090 STATE/COUNTY- OH/WASHINGTON JX1090 USGS QUAD - PARKERSBURG (1994) JX1090 JX1090 *CURRENT SURVEY CONTROL JX1090 ___________________________________________________________________ JX1090* NAD 83(1986)- 39 19 25. (N) 081 33 44. (W) SCALED JX1090* NAVD 88 - 189.58 (+/-2cm) 622.0 (feet) VERTCON JX1090 ___________________________________________________________________ JX1090 GEOID HEIGHT- -34.32 (meters) GEOID03 JX1090 JX1090 VERT ORDER - THIRD (See Below) JX1090 JX1090.The horizontal coordinates were scaled from a topographic map and have JX1090.an estimated accuracy of +/- 6 seconds. JX1090 JX1090.The NAVD 88 height was computed by applying the VERTCON shift value to JX1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JX1090.The vertical order pertains to the NGVD 29 superseded value. JX1090 JX1090.The geoid height was determined by GEOID03. JX1090 JX1090; North East Units Estimated Accuracy JX1090;SPC OH S - 147,360. 680,860. MT (+/- 180 meters Scaled) JX1090 JX1090 SUPERSEDED SURVEY CONTROL JX1090 JX1090 NGVD 29 (10/13/05) 189.76 (m) 622.6 (f) RESET 3 JX1090 JX1090.Superseded values are not recommended for survey control. JX1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JX1090.See file dsdata.txt to determine how the superseded data were derived. JX1090 JX1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD515528(NAD 83) JX1090_MARKER: DR = REFERENCE MARK DISK JX1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JX1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT JX1090_STAMPING: FULLERTON 1944 NO 4 1970 JX1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JX1090+STABILITY: SURFACE MOTION JX1090 JX1090 HISTORY - Date Condition Report By JX1090 HISTORY - 1970 MONUMENTED NGS JX1090 JX1090 STATION DESCRIPTION JX1090 JX1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 JX1090'3.4 MI N FROM BELPRE. JX1090'THIS MARK IS ABOUT 3.4 MILES NORTH ALONG THE BALTIMORE AND JX1090'OHIO RAILROAD FROM THE STATION IN BELPRE, IN A NARROW STRIP JX1090'OF LAND BETWEEN THE RAILROAD AND U.S. HIGHWAY 50 AND STATE JX1090'ROUTE 7, AND AT THE FULLERTON 1944 TRIANGULATION STATION SITE, JX1090'63.31 FEET NORTH-NORTHWEST OF FULLERTON R M 3, 63 FEET WEST OF JX1090'THE APPROXIMATE CENTER OF THE SOUTH BOUND TRAFFIC LANES OF U.S. JX1090'HIGHWAY 50 AND STATE ROUTE 7, 35.5 FEET SOUTH OF A TELEPHONE JX1090'POLE, 34.5 FEET SOUTHEAST AND ACROSS THE RAILROAD TRACKS FROM JX1090'UTILITY POLE NO. 349, 27.9 FEET NORTHWEST OF A METAL WITNESS JX1090'POST AND SIGN, 27.03 FEET NORTH-NORTHWEST OF FULLERTON, AND 11.9 JX1090'FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS. IT IS A JX1090'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE JX1090'MONUMENT AND THE DISK IS STAMPED FULLERTON 1944 NO 4 1970. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JX1084 *********************************************************************** JX1084 DESIGNATION - H 235 RESET JX1084 PID - JX1084 JX1084 STATE/COUNTY- OH/WASHINGTON JX1084 USGS QUAD - PARKERSBURG (1994) JX1084 JX1084 *CURRENT SURVEY CONTROL JX1084 ___________________________________________________________________ JX1084* NAD 83(1986)- 39 19 53. (N) 081 33 40. (W) SCALED JX1084* NAVD 88 - 184.45 (+/-2cm) 605.1 (feet) VERTCON JX1084 ___________________________________________________________________ JX1084 GEOID HEIGHT- -34.32 (meters) GEOID03 JX1084 JX1084 VERT ORDER - THIRD (See Below) JX1084 JX1084.The horizontal coordinates were scaled from a topographic map and have JX1084.an estimated accuracy of +/- 6 seconds. JX1084 JX1084.The NAVD 88 height was computed by applying the VERTCON shift value to JX1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JX1084.The vertical order pertains to the NGVD 29 superseded value. JX1084 JX1084.The geoid height was determined by GEOID03. JX1084 JX1084; North East Units Estimated Accuracy JX1084;SPC OH S - 148,220. 680,950. MT (+/- 180 meters Scaled) JX1084 JX1084 SUPERSEDED SURVEY CONTROL JX1084 JX1084 NGVD 29 (10/13/05) 184.63 (m) 605.7 (f) RESET 3 JX1084 JX1084.Superseded values are not recommended for survey control. JX1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JX1084.See file dsdata.txt to determine how the superseded data were derived. JX1084 JX1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD516537(NAD 83) JX1084_MARKER: DB = BENCH MARK DISK JX1084_SETTING: 36 = SET IN A MASSIVE STRUCTURE JX1084_SP_SET: RETAINING WALL JX1084_STAMPING: H 235 RESET 1965 JX1084_MARK LOGO: CGS JX1084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JX1084 JX1084 HISTORY - Date Condition Report By JX1084 HISTORY - 1965 MONUMENTED CGS JX1084 JX1084 STATION DESCRIPTION JX1084 JX1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 JX1084'3.8 MI N FROM BELPRE. JX1084'ABOUT 3.25 MILES NORTH ALONG STATE ROUTE 7 FROM THE JUNCTION OF JX1084'U.S. HIGHWAY 50 AND STATE ROUTE 7 NEAR THE WEST END OF THE JX1084'MEMORIAL TOLL BRIDGE IN NORTH BELPRE. MARK IS CEMENTED IN A JX1084'DRILL HOLE IN THE TOP OF THE CEMENT CAP OF A STEEL PILING AND JX1084'CONCRETE RETAINING WALL ALONG THE EAST EDGE OF STATE ROUTE 7. IT JX1084'IS 210 FEET NORTH OF TELEPHONE POLE ME 15 117, 40 FEET SOUTH OF JX1084'TELEPHONE POLE ME 15 118, 22 FEET EAST OF THE APPROXIMATE CENTER JX1084'OF STATE ROUTE 7, 1.4 FEET WEST OF THE EAST EDGE OF THE CONCRETE JX1084'CAP, AT THE 61ST. PILING SOUTH OF THE SOUTH END OF THE WALL, JX1084'AND AT THE 55TH. PILING NORTH OF THE NORTH END OF THE JX1084'WALL. CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE JX1084'CONCRETE CAP AND THE DISK IS STAMPED H 235 RESET 1965. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JX1664 *********************************************************************** JX1664 DESIGNATION - R 235 RESET JX1664 PID - JX1664 JX1664 STATE/COUNTY- OH/WASHINGTON JX1664 USGS QUAD - MARIETTA (1994) JX1664 JX1664 *CURRENT SURVEY CONTROL JX1664 ___________________________________________________________________ JX1664* NAD 83(1986)- 39 23 52. (N) 081 28 35. (W) SCALED JX1664* NAVD 88 - 189.40 (meters) 621.4 (feet) RESET JX1664 ___________________________________________________________________ JX1664 GEOID HEIGHT- -34.25 (meters) GEOID03 JX1664 JX1664 VERT ORDER - THIRD JX1664 JX1664.The horizontal coordinates were scaled from a topographic map and have JX1664.an estimated accuracy of +/- 6 seconds. JX1664 JX1664.The orthometric height was computed from unverified reset data. JX1664.No vertical observational check was made to the station. JX1664 JX1664.The geoid height was determined by GEOID03. JX1664 JX1664; North East Units Estimated Accuracy JX1664;SPC OH S - 155,670. 688,170. MT (+/- 180 meters Scaled) JX1664 JX1664 SUPERSEDED SURVEY CONTROL JX1664 JX1664 NGVD 29 (10/13/05) 189.57 (m) 621.9 (f) RESET 3 JX1664 JX1664.Superseded values are not recommended for survey control. JX1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JX1664.See file dsdata.txt to determine how the superseded data were derived. JX1664 JX1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD589610(NAD 83) JX1664_MARKER: DB = BENCH MARK DISK JX1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JX1664_SP_SET: SET IN TOP OF CONCRETE MONUMENT JX1664_STAMPING: R 235 RESET 1980 JX1664_MARK LOGO: NGS JX1664_PROJECTION: FLUSH JX1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JX1664+STABILITY: SURFACE MOTION JX1664 JX1664 HISTORY - Date Condition Report By JX1664 HISTORY - 1980 MONUMENTED NGS JX1664 JX1664 STATION DESCRIPTION JX1664 JX1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 JX1664'1.8 MI SW FROM MARIETTA. JX1664'1.8 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE JX1664'STATION IN MARIETTA, AT THE ASHLAND OIL PIPELINE COMPANY BULK PLANT, JX1664'46.0 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVEL ROAD TO PLANT, JX1664'13.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 6.0 FEET NORTHWEST OF JX1664'TELEPHONE POLE NUMBER 67, AND 172.0 FEET NORTHEAST OF THE CENTER JX1664'OF A METAL CATWALK AND STEPS LEADING DOWN TO RIVER AND LOADING PIER. JX1664'THE MARK IS 1.0 FT SW FROM A WITNESS POST.