1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KZ2397 *********************************************************************** KZ2397 DESIGNATION - A 264 RESET KZ2397 PID - KZ2397 KZ2397 STATE/COUNTY- OH/ASHLAND KZ2397 USGS QUAD - LOUDONVILLE (1978) KZ2397 KZ2397 *CURRENT SURVEY CONTROL KZ2397 ___________________________________________________________________ KZ2397* NAD 83(1986)- 40 42 47. (N) 082 14 28. (W) SCALED KZ2397* NAVD 88 - 361.89 (meters) 1187.3 (feet) RESET KZ2397 ___________________________________________________________________ KZ2397 GEOID HEIGHT- -33.29 (meters) GEOID03 KZ2397 KZ2397 VERT ORDER - THIRD KZ2397 KZ2397.The horizontal coordinates were scaled from a topographic map and have KZ2397.an estimated accuracy of +/- 6 seconds. KZ2397 KZ2397.The orthometric height was computed from unverified reset data. KZ2397.No vertical observational check was made to the station. KZ2397 KZ2397.The geoid height was determined by GEOID03. KZ2397 KZ2397; North East Units Estimated Accuracy KZ2397;SPC OH N - 116,230. 621,880. MT (+/- 180 meters Scaled) KZ2397 KZ2397 SUPERSEDED SURVEY CONTROL KZ2397 KZ2397 NGVD 29 (10/13/05) 362.07 (m) 1187.9 (f) RESET 3 KZ2397 KZ2397.Superseded values are not recommended for survey control. KZ2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KZ2397.See file dsdata.txt to determine how the superseded data were derived. KZ2397 KZ2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF951076(NAD 83) KZ2397_MARKER: DB = BENCH MARK DISK KZ2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KZ2397_SP_SET: CONCRETE POST KZ2397_STAMPING: A 264 RESET 1986 KZ2397_MARK LOGO: NGS KZ2397_PROJECTION: FLUSH KZ2397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KZ2397+STABILITY: SURFACE MOTION KZ2397 KZ2397 HISTORY - Date Condition Report By KZ2397 HISTORY - 1986 MONUMENTED OHDT KZ2397 HISTORY - 1987 GOOD OHDT KZ2397 KZ2397 STATION DESCRIPTION KZ2397 KZ2397'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1986 KZ2397'0.9 KM (0.55 MI) NORTH FROM MCKAY. KZ2397'0.55 MILE NORTH ALONG STATE HIGHWAY 60 FROM THE INTERSECTION OF STATE KZ2397'HIGHWAY 95 IN MCKAY, 23.5 FEET WEST OF THE CENTERLINE OF HIGHWAY, KZ2397'48.5 FEET SOUTH OF 6 FOOT BOX CULVERT, ONE (1) FOOT EAST OF METAL KZ2397'WITNESS POST, AND 2 FEET EAST OF ELECTRIC FENCE. KZ2397 KZ2397 STATION RECOVERY (1987) KZ2397 KZ2397'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS) KZ2397'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KZ0403 *********************************************************************** KZ0403 DESIGNATION - E 253 RESET KZ0403 PID - KZ0403 KZ0403 STATE/COUNTY- OH/ASHLAND KZ0403 USGS QUAD - LOUDONVILLE (1978) KZ0403 KZ0403 *CURRENT SURVEY CONTROL KZ0403 ___________________________________________________________________ KZ0403* NAD 83(1986)- 40 38 08. (N) 082 14 22. (W) SCALED KZ0403* NAVD 88 - 288.05 (meters) 945.0 (feet) RESET KZ0403 ___________________________________________________________________ KZ0403 GEOID HEIGHT- -33.31 (meters) GEOID03 KZ0403 KZ0403 VERT ORDER - THIRD KZ0403 KZ0403.The horizontal coordinates were scaled from a topographic map and have KZ0403.an estimated accuracy of +/- 6 seconds. KZ0403 KZ0403.The orthometric height was computed from unverified reset data. KZ0403.No vertical observational check was made to the station. KZ0403 KZ0403.The geoid height was determined by GEOID03. KZ0403 KZ0403; North East Units Estimated Accuracy KZ0403;SPC OH N - 107,620. 622,040. MT (+/- 180 meters Scaled) KZ0403 KZ0403 SUPERSEDED SURVEY CONTROL KZ0403 KZ0403 NGVD 29 (10/13/05) 288.23 (m) 945.6 (f) RESET 3 KZ0403 KZ0403.Superseded values are not recommended for survey control. KZ0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KZ0403.See file dsdata.txt to determine how the superseded data were derived. KZ0403 KZ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE951990(NAD 83) KZ0403_MARKER: DB = BENCH MARK DISK KZ0403_SETTING: 30 = SET IN A LIGHT STRUCTURE KZ0403_SP_SET: STEP KZ0403_STAMPING: E 253 RESET 1975 KZ0403_MARK LOGO: NGS KZ0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KZ0403 KZ0403 HISTORY - Date Condition Report By KZ0403 HISTORY - 1975 MONUMENTED NGS KZ0403 HISTORY - 1991 GOOD USPSQD KZ0403 KZ0403 STATION DESCRIPTION KZ0403 KZ0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 KZ0403'AT LOUDONVILLE. KZ0403'AT LOUDONVILLE, JUST WEST OF THE MOHICAN RIVER, A STANDARD DISK KZ0403'SET IN A DRILL HOLE IN THE TOP, NORTHEAST CORNER OF THE BOTTOM KZ0403'STEP AT THE NORTH ENTRANCE TO THE LOUDONVILLE WATER PLANT, 8 KZ0403'FEET EAST OF THE CENTER OF THE STEPS AND HAND RAIL, 79 FEET KZ0403'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 39, 109 FEET EAST OF KZ0403'THE CENTERLINE OF WALLY ROAD AND 1 1/2 FEET WEST OF THE EAST KZ0403'EDGE OF THE STEP. KZ0403 KZ0403 STATION RECOVERY (1991) KZ0403 KZ0403'RECOVERY NOTE BY US POWER SQUADRON 1991 (RN) KZ0403'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KZ2396 *********************************************************************** KZ2396 DESIGNATION - FAIR RM 4 KZ2396 PID - KZ2396 KZ2396 STATE/COUNTY- OH/ASHLAND KZ2396 USGS QUAD - ASHLAND SOUTH (1982) KZ2396 KZ2396 *CURRENT SURVEY CONTROL KZ2396 ___________________________________________________________________ KZ2396* NAD 83(1986)- 40 50 51. (N) 082 20 56. (W) SCALED KZ2396* NAVD 88 - 388.60 (meters) 1274.9 (feet) RESET KZ2396 ___________________________________________________________________ KZ2396 GEOID HEIGHT- -33.56 (meters) GEOID03 KZ2396 KZ2396 VERT ORDER - THIRD KZ2396 KZ2396.The horizontal coordinates were scaled from a topographic map and have KZ2396.an estimated accuracy of +/- 6 seconds. KZ2396 KZ2396.The orthometric height was computed from unverified reset data. KZ2396.No vertical observational check was made to the station. KZ2396 KZ2396.The geoid height was determined by GEOID03. KZ2396 KZ2396; North East Units Estimated Accuracy KZ2396;SPC OH N - 131,140. 612,740. MT (+/- 180 meters Scaled) KZ2396 KZ2396 SUPERSEDED SURVEY CONTROL KZ2396 KZ2396 NGVD 29 (10/13/05) 388.77 (m) 1275.5 (f) RESET 3 KZ2396 KZ2396.Superseded values are not recommended for survey control. KZ2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KZ2396.See file dsdata.txt to determine how the superseded data were derived. KZ2396 KZ2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF862227(NAD 83) KZ2396_MARKER: DR = REFERENCE MARK DISK KZ2396_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. KZ2396_SP_SET: CATCH BASIN KZ2396_STAMPING: FAIR 1953 NO 4 1984 KZ2396_MARK LOGO: NGS KZ2396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KZ2396 KZ2396 HISTORY - Date Condition Report By KZ2396 HISTORY - 1984 MONUMENTED NGS KZ2396 KZ2396 STATION DESCRIPTION KZ2396 KZ2396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 KZ2396'IN ASHLAND. KZ2396'AT THE SOUTHWEST CORNER OF THE ASHLAND COUNTY FAIRGROUNDS IN THE KZ2396'NORTHEAST ANGLE OF THE INTERSECTION OF CLAREMONT AVENUE AND BANEY KZ2396'ROAD, 30 M (98.4 FT) EAST OF THE CENTERLINE OF BANEY ROAD, 1.5 M KZ2396'(4.9 FT) SOUTHWEST OF THE NEAREST EDGE OF THE CONCRETE FOUNDATION OF KZ2396'THE WATER TOWER, IN THE WEST CORNER OF A 1.4 M (4.6 FT) SQUARE KZ2396'CONCRETE CATCH BASIN FOR THE WATER TOWER OVERFLOW. KZ2396'THE MARK IS 3.14 METERS E FROM A FIRE HYDRANT KZ2396'THE MARK IS 0.1 M ABOVE WATER TOWER BASE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 MC1036 *********************************************************************** MC1036 DESIGNATION - H 175 RESET MC1036 PID - MC1036 MC1036 STATE/COUNTY- OH/ASHLAND MC1036 USGS QUAD - NOVA (1973) MC1036 MC1036 *CURRENT SURVEY CONTROL MC1036 ___________________________________________________________________ MC1036* NAD 83(1986)- 41 03 18. (N) 082 22 29. (W) SCALED MC1036* NAVD 88 - 317.40 (meters) 1041.3 (feet) RESET MC1036 ___________________________________________________________________ MC1036 GEOID HEIGHT- -34.02 (meters) GEOID03 MC1036 MC1036 VERT ORDER - THIRD MC1036 MC1036.The horizontal coordinates were scaled from a topographic map and have MC1036.an estimated accuracy of +/- 6 seconds. MC1036 MC1036.The orthometric height was computed from unverified reset data. MC1036.No vertical observational check was made to the station. MC1036 MC1036.The geoid height was determined by GEOID03. MC1036 MC1036; North East Units Estimated Accuracy MC1036;SPC OH N - 154,180. 610,530. MT (+/- 180 meters Scaled) MC1036 MC1036 SUPERSEDED SURVEY CONTROL MC1036 MC1036 NGVD 29 (10/13/05) 317.58 (m) 1041.9 (f) RESET 3 MC1036 MC1036.Superseded values are not recommended for survey control. MC1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MC1036.See file dsdata.txt to determine how the superseded data were derived. MC1036 MC1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF844457(NAD 83) MC1036_MARKER: DB = BENCH MARK DISK MC1036_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE MC1036_SP_SET: BRIDGE MC1036_STAMPING: H 175 RESET 1975 MC1036_MARK LOGO: NGS MC1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MC1036+STABILITY: SURFACE MOTION MC1036 MC1036 HISTORY - Date Condition Report By MC1036 HISTORY - 1975 MONUMENTED NGS MC1036 MC1036 STATION DESCRIPTION MC1036 MC1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 MC1036'7.6 MI EAST FROM GREENWICH. MC1036'7.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE STATION MC1036'IN GREENWICH, IN TOP AND SOUTHEAST END OF A CONCRETE BRIDGE OVER MC1036'BUCK CREEK, 2.0 FEET WEST OF THE EAST END OF THE BRIDGE, 7.0 FEET MC1036'SOUTH OF THE SOUTH RAIL OF RAILROAD, AND 277.0 FEET EAST OF THE MC1036'CENTERLINE OF CHENANGO ROAD. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KZ2399 *********************************************************************** KZ2399 DESIGNATION - H 264 RESET KZ2399 PID - KZ2399 KZ2399 STATE/COUNTY- OH/ASHLAND KZ2399 USGS QUAD - LOUDONVILLE (1978) KZ2399 KZ2399 *CURRENT SURVEY CONTROL KZ2399 ___________________________________________________________________ KZ2399* NAD 83(1986)- 40 44 10. (N) 082 10 31. (W) SCALED KZ2399* NAVD 88 - 378.29 (+/-2cm) 1241.1 (feet) VERTCON KZ2399 ___________________________________________________________________ KZ2399 GEOID HEIGHT- -33.22 (meters) GEOID03 KZ2399 KZ2399 VERT ORDER - THIRD (See Below) KZ2399 KZ2399.The horizontal coordinates were scaled from a topographic map and have KZ2399.an estimated accuracy of +/- 6 seconds. KZ2399 KZ2399.The NAVD 88 height was computed by applying the VERTCON shift value to KZ2399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KZ2399.The vertical order pertains to the NGVD 29 superseded value. KZ2399 KZ2399.The geoid height was determined by GEOID03. KZ2399 KZ2399; North East Units Estimated Accuracy KZ2399;SPC OH N - 118,810. 627,430. MT (+/- 180 meters Scaled) KZ2399 KZ2399 SUPERSEDED SURVEY CONTROL KZ2399 KZ2399 NGVD 29 (10/13/05) 378.47 (m) 1241.7 (f) RESET 3 KZ2399 KZ2399.Superseded values are not recommended for survey control. KZ2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KZ2399.See file dsdata.txt to determine how the superseded data were derived. KZ2399 KZ2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF007101(NAD 83) KZ2399_MARKER: DB = BENCH MARK DISK KZ2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KZ2399_SP_SET: CONCRETE POST KZ2399_STAMPING: H 264 RESET 1986 KZ2399_MARK LOGO: NGS KZ2399_PROJECTION: FLUSH KZ2399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KZ2399+STABILITY: SURFACE MOTION KZ2399 KZ2399 HISTORY - Date Condition Report By KZ2399 HISTORY - 1986 MONUMENTED OHDT KZ2399 KZ2399 STATION DESCRIPTION KZ2399 KZ2399'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1986 KZ2399'1.6 KM (1.00 MI) NE FROM MOHICANVILLE. KZ2399'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 95 FROM THE INTERSECTION OF KZ2399'STATE HIGHWAY 179 IN MOHICANVILLE, 0.55 MILE NORTHEAST OF THE KZ2399'JUNCTION OF STATE HIGHWAY 89, AT THE JUNCTION OF TOWNSHIP ROAD 257 KZ2399'LEADING SOUTH, 21 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 24 KZ2399'FEET WEST OF THE EXTENDED CENTERLINE OF TOWNSHIP ROAD 257, 22 FEET KZ2399'NORTH OF THE CENTERLINE OF THE JUNCTION, AND 1 FOOT SOUTHWEST OF A KZ2399'WITNESS POST ABOUT LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KZ1726 *********************************************************************** KZ1726 DESIGNATION - J 250 RESET KZ1726 PID - KZ1726 KZ1726 STATE/COUNTY- OH/ASHLAND KZ1726 USGS QUAD - PERRYSVILLE (1981) KZ1726 KZ1726 *CURRENT SURVEY CONTROL KZ1726 ___________________________________________________________________ KZ1726* NAD 83(1986)- 40 42 06. (N) 082 20 08. (W) SCALED KZ1726* NAVD 88 - 306.16 (meters) 1004.5 (feet) RESET KZ1726 ___________________________________________________________________ KZ1726 GEOID HEIGHT- -33.44 (meters) GEOID03 KZ1726 KZ1726 VERT ORDER - THIRD KZ1726 KZ1726.The horizontal coordinates were scaled from a topographic map and have KZ1726.an estimated accuracy of +/- 6 seconds. KZ1726 KZ1726.The orthometric height was computed from unverified reset data. KZ1726.No vertical observational check was made to the station. KZ1726 KZ1726.The geoid height was determined by GEOID03. KZ1726 KZ1726; North East Units Estimated Accuracy KZ1726;SPC OH N - 114,950. 613,900. MT (+/- 180 meters Scaled) KZ1726 KZ1726 SUPERSEDED SURVEY CONTROL KZ1726 KZ1726 NGVD 29 (10/13/05) 306.33 (m) 1005.0 (f) RESET 3 KZ1726 KZ1726.Superseded values are not recommended for survey control. KZ1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KZ1726.See file dsdata.txt to determine how the superseded data were derived. KZ1726 KZ1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF871064(NAD 83) KZ1726_MARKER: DB = BENCH MARK DISK KZ1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KZ1726_SP_SET: SET IN TOP OF CONCRETE MONUMENT KZ1726_STAMPING: J 250 RESET 1981 KZ1726_MARK LOGO: NGS KZ1726_PROJECTION: PROJECTING 5 CENTIMETERS KZ1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KZ1726+STABILITY: SURFACE MOTION KZ1726 KZ1726 HISTORY - Date Condition Report By KZ1726 HISTORY - 1981 MONUMENTED NGS KZ1726 KZ1726 STATION DESCRIPTION KZ1726 KZ1726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 KZ1726'3.9 MI NW FROM PERRYSVILLE. KZ1726'3.9 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE SCHOOL IN KZ1726'PERRYSVILLE, 0.15 MILE NORTHWEST OF THE JUNCTION OF COUNTY ROAD 18 KZ1726'LEADING SOUTHWEST, 25.0 FEET SOUTHWEST OF THE CENTERLINE OF THE KZ1726'HIGHWAY, 1.0 FOOT NORTH OF A FENCE, 2.0 FEET SOUTHEAST OF A TELEPHONE KZ1726'GUY WIRE, AND 73.0 FEET WEST OF THE CENTER OF A CULVERT AND ON THE KZ1726'OPPOSITE SIDE OF THE HIGHWAY FROM A POND. KZ1726'THE MARK IS 1.0 FT NW FROM A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KZ0396 *********************************************************************** KZ0396 DESIGNATION - J 253 RESET KZ0396 PID - KZ0396 KZ0396 STATE/COUNTY- OH/ASHLAND KZ0396 USGS QUAD - JELLOWAY (1982) KZ0396 KZ0396 *CURRENT SURVEY CONTROL KZ0396 ___________________________________________________________________ KZ0396* NAD 83(1986)- 40 35 06. (N) 082 15 39. (W) SCALED KZ0396* NAVD 88 - 344.63 (meters) 1130.7 (feet) RESET KZ0396 ___________________________________________________________________ KZ0396 GEOID HEIGHT- -33.35 (meters) GEOID03 KZ0396 KZ0396 VERT ORDER - THIRD KZ0396 KZ0396.The horizontal coordinates were scaled from a topographic map and have KZ0396.an estimated accuracy of +/- 6 seconds. KZ0396 KZ0396.The orthometric height was computed from unverified reset data. KZ0396.No vertical observational check was made to the station. KZ0396 KZ0396.The geoid height was determined by GEOID03. KZ0396 KZ0396; North East Units Estimated Accuracy KZ0396;SPC OH N - 102,010. 620,250. MT (+/- 180 meters Scaled) KZ0396 KZ0396 SUPERSEDED SURVEY CONTROL KZ0396 KZ0396 NGVD 29 (10/13/05) 344.82 (m) 1131.3 (f) RESET 3 KZ0396 KZ0396.Superseded values are not recommended for survey control. KZ0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KZ0396.See file dsdata.txt to determine how the superseded data were derived. KZ0396 KZ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE932934(NAD 83) KZ0396_MARKER: Z = SEE DESCRIPTION KZ0396_SETTING: 66 = SET IN ROCK OUTCROP KZ0396_SP_SET: ROCK CUT KZ0396_STAMPING: J 253 RESET 1975 KZ0396_MARK LOGO: NGS KZ0396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KZ0396+STABILITY: POSITION/ELEVATION WELL KZ0396 KZ0396 HISTORY - Date Condition Report By KZ0396 HISTORY - 1975 MONUMENTED NGS KZ0396 HISTORY - 19860627 GOOD OHDT KZ0396 HISTORY - 1991 GOOD USPSQD KZ0396 KZ0396 STATION DESCRIPTION KZ0396 KZ0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 KZ0396'4.5 MI SW FROM LOUDONVILLE. KZ0396'4.5 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE HIGH SCHOOL KZ0396'AT LOUDONVILLE, 0.8 MILE SOUTH SOUTHEAST AND UPHILL FROM THE KZ0396'BRIDGE OVER PINE RUN, 46 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, KZ0396'1 FOOT NORTH OF A METAL WITNESS POST, 100 FEET NORTHWEST OF THE KZ0396'NORTH END OF A GUARD RAIL, ON THE OPPOSITE SIDE OF THE ROAD FROM KZ0396'A SANDSTONE ROCK CUT (SOUTH END). THE MONUMENT PROJECTS 3 INCHES. KZ0396 KZ0396 STATION RECOVERY (1986) KZ0396 KZ0396'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1986 (DJD) KZ0396'RECOVERED IN GOOD CONDITION. KZ0396 KZ0396 STATION RECOVERY (1991) KZ0396 KZ0396'RECOVERY NOTE BY US POWER SQUADRON 1991 (ES) KZ0396'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KZ0260 *********************************************************************** KZ0260 DESIGNATION - L 243 RESET KZ0260 PID - KZ0260 KZ0260 STATE/COUNTY- OH/ASHLAND KZ0260 USGS QUAD - JEROMESVILLE (1978) KZ0260 KZ0260 *CURRENT SURVEY CONTROL KZ0260 ___________________________________________________________________ KZ0260* NAD 83(1986)- 40 51 26. (N) 082 14 46. (W) SCALED KZ0260* NAVD 88 - 296.57 (meters) 973.0 (feet) RESET KZ0260 ___________________________________________________________________ KZ0260 GEOID HEIGHT- -33.41 (meters) GEOID03 KZ0260 KZ0260 VERT ORDER - THIRD KZ0260 KZ0260.The horizontal coordinates were scaled from a topographic map and have KZ0260.an estimated accuracy of +/- 6 seconds. KZ0260 KZ0260.The orthometric height was computed from unverified reset data. KZ0260.No vertical observational check was made to the station. KZ0260 KZ0260.The geoid height was determined by GEOID03. KZ0260 KZ0260; North East Units Estimated Accuracy KZ0260;SPC OH N - 132,240. 621,410. MT (+/- 180 meters Scaled) KZ0260 KZ0260 SUPERSEDED SURVEY CONTROL KZ0260 KZ0260 NGVD 29 (10/13/05) 296.75 (m) 973.6 (f) RESET 3 KZ0260 KZ0260.Superseded values are not recommended for survey control. KZ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KZ0260.See file dsdata.txt to determine how the superseded data were derived. KZ0260 KZ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF949236(NAD 83) KZ0260_MARKER: DB = BENCH MARK DISK KZ0260_SETTING: 36 = SET IN A MASSIVE STRUCTURE KZ0260_SP_SET: BRIDGE KZ0260_STAMPING: L 243 RESET 1975 KZ0260_MARK LOGO: NGS KZ0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KZ0260 KZ0260 HISTORY - Date Condition Report By KZ0260 HISTORY - 1975 MONUMENTED NGS KZ0260 KZ0260 STATION DESCRIPTION KZ0260 KZ0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 KZ0260'3.8 MI E FROM ASHLAND. KZ0260'ABOUT 3.85 MILES EAST ALONG U.S. HIGHWAY 250 FROM THE POST KZ0260'OFFICE AT ASHLAND, ON THE EAST BANK OF KATATAWA CREEK, 3 FEET KZ0260'NORTHEAST OF A POWER POLE, 49 FEET SOUTH OF THE CENTERLINE OF KZ0260'THE HIGHWAY, 33 FEET SOUTH OF THE SOUTHEAST CORNER OF CONCRETE KZ0260'BRIDGE, 1 FOOT EAST OF A METAL WITNESS POST. THE MONUMENT KZ0260'IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KZ0257 *********************************************************************** KZ0257 DESIGNATION - N 240 RESET KZ0257 PID - KZ0257 KZ0257 STATE/COUNTY- OH/ASHLAND KZ0257 USGS QUAD - JEROMESVILLE (1978) KZ0257 KZ0257 *CURRENT SURVEY CONTROL KZ0257 ___________________________________________________________________ KZ0257* NAD 83(1986)- 40 51 24. (N) 082 12 46. (W) SCALED KZ0257* NAVD 88 - 320.79 (meters) 1052.5 (feet) RESET KZ0257 ___________________________________________________________________ KZ0257 GEOID HEIGHT- -33.35 (meters) GEOID03 KZ0257 KZ0257 VERT ORDER - THIRD KZ0257 KZ0257.The horizontal coordinates were scaled from a topographic map and have KZ0257.an estimated accuracy of +/- 6 seconds. KZ0257 KZ0257.The orthometric height was computed from unverified reset data. KZ0257.No vertical observational check was made to the station. KZ0257 KZ0257.The geoid height was determined by GEOID03. KZ0257 KZ0257; North East Units Estimated Accuracy KZ0257;SPC OH N - 132,180. 624,220. MT (+/- 180 meters Scaled) KZ0257 KZ0257 SUPERSEDED SURVEY CONTROL KZ0257 KZ0257 NGVD 29 (10/13/05) 320.98 (m) 1053.1 (f) RESET 3 KZ0257 KZ0257.Superseded values are not recommended for survey control. KZ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KZ0257.See file dsdata.txt to determine how the superseded data were derived. KZ0257 KZ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF977235(NAD 83) KZ0257_MARKER: DB = BENCH MARK DISK KZ0257_SETTING: 30 = SET IN A LIGHT STRUCTURE KZ0257_SP_SET: CULVERT KZ0257_STAMPING: N 240 RESET 1975 KZ0257_MARK LOGO: NGS KZ0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KZ0257 KZ0257 HISTORY - Date Condition Report By KZ0257 HISTORY - 1975 MONUMENTED NGS KZ0257 KZ0257 STATION DESCRIPTION KZ0257 KZ0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 KZ0257'3.1 MI W FROM ROWSBURG. KZ0257'ABOUT 3.1 MILES WEST ALONG U.S. HIGHWAY 250 FROM ITS JUNCTION KZ0257'WITH PERRY TWP RD. 46 AT ROWSBURG, 39 FEET NORTH OF THE CENTERLINE KZ0257'OF HIGHWAY 250, 142 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY KZ0257'89, 1 FOOT SOUTHEAST OF A METAL WITNESS POST AND SET IN A DRILL KZ0257'HOLE IN THE TO AND EAST END OF THE CONCRETE WINGWALL OF A 10 KZ0257'FOOT METAL CULVERT UNDER HIGHWAY 250. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 MC1626 *********************************************************************** MC1626 DESIGNATION - R 242 RESET MC1626 PID - MC1626 MC1626 STATE/COUNTY- OH/ASHLAND MC1626 USGS QUAD - NOVA (1973) MC1626 MC1626 *CURRENT SURVEY CONTROL MC1626 ___________________________________________________________________ MC1626* NAD 83(1986)- 41 00 53. (N) 082 19 33. (W) SCALED MC1626* NAVD 88 - 342.49 (meters) 1123.7 (feet) RESET MC1626 ___________________________________________________________________ MC1626 GEOID HEIGHT- -33.82 (meters) GEOID03 MC1626 MC1626 VERT ORDER - THIRD MC1626 MC1626.The horizontal coordinates were scaled from a topographic map and have MC1626.an estimated accuracy of +/- 6 seconds. MC1626 MC1626.The orthometric height was computed from unverified reset data. MC1626.No vertical observational check was made to the station. MC1626 MC1626.The geoid height was determined by GEOID03. MC1626 MC1626; North East Units Estimated Accuracy MC1626;SPC OH N - 149,710. 614,650. MT (+/- 180 meters Scaled) MC1626 MC1626 SUPERSEDED SURVEY CONTROL MC1626 MC1626 NGVD 29 (10/13/05) 342.66 (m) 1124.2 (f) RESET 3 MC1626 MC1626.Superseded values are not recommended for survey control. MC1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MC1626.See file dsdata.txt to determine how the superseded data were derived. MC1626 MC1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF885412(NAD 83) MC1626_MARKER: DV = VERTICAL CONTROL DISK MC1626_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE MC1626_SP_SET: HEADWALL MC1626_STAMPING: R 242 RESET 1991 MC1626_MARK LOGO: NGS MC1626_MAGNETIC: N = NO MAGNETIC MATERIAL MC1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MC1626+STABILITY: SURFACE MOTION MC1626 MC1626 HISTORY - Date Condition Report By MC1626 HISTORY - 1991 MONUMENTED LOCENG MC1626 MC1626 STATION DESCRIPTION MC1626 MC1626'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 MC1626'ABOUT 1.1 MILES (1.8 KM) WEST ALONG US HIGHWAY 224 FROM THE MC1626'INTERSECTION OF STATE HIGHWAY 511 AT NOVA, THENCE ABOUT 1.0 MILES MC1626'(1.6 KM) SOUTH ALONG TROY TWP. ROAD 1031, 0.07 MILES (0.11 KM) SOUTH MC1626'OF TROY TWP. ROAD 346, IN THE SOUTHWEST CORNER OF CULVERT, ABOUT 65 MC1626'FEET (19.8 M) NORTH OF THE INTERSECTION OF TROY TWP. ROAD 350, 14 MC1626'FEET (4.3 M) WEST OF THE CENTER OF PAVEMENT AND 1.6 FEET (0.5 M) FROM MC1626'NORTH EDGE OF HEADWALL. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KZ0238 *********************************************************************** KZ0238 DESIGNATION - R 244 RESET KZ0238 PID - KZ0238 KZ0238 STATE/COUNTY- OH/ASHLAND KZ0238 USGS QUAD - ASHLAND SOUTH (1982) KZ0238 KZ0238 *CURRENT SURVEY CONTROL KZ0238 ___________________________________________________________________ KZ0238* NAD 83(1986)- 40 51 03. (N) 082 20 33. (W) SCALED KZ0238* NAVD 88 - 382.86 (+/-2cm) 1256.1 (feet) VERTCON KZ0238 ___________________________________________________________________ KZ0238 GEOID HEIGHT- -33.55 (meters) GEOID03 KZ0238 KZ0238 VERT ORDER - THIRD (See Below) KZ0238 KZ0238.The horizontal coordinates were scaled from a topographic map and have KZ0238.an estimated accuracy of +/- 6 seconds. KZ0238 KZ0238.The NAVD 88 height was computed by applying the VERTCON shift value to KZ0238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KZ0238.The vertical order pertains to the NGVD 29 superseded value. KZ0238 KZ0238.The geoid height was determined by GEOID03. KZ0238 KZ0238; North East Units Estimated Accuracy KZ0238;SPC OH N - 131,510. 613,280. MT (+/- 180 meters Scaled) KZ0238 KZ0238 SUPERSEDED SURVEY CONTROL KZ0238 KZ0238 NGVD 29 (10/13/05) 383.03 (m) 1256.7 (f) RESET 3 KZ0238 KZ0238.Superseded values are not recommended for survey control. KZ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KZ0238.See file dsdata.txt to determine how the superseded data were derived. KZ0238 KZ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF868230(NAD 83) KZ0238_MARKER: DB = BENCH MARK DISK KZ0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KZ0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT KZ0238_STAMPING: R 244 RESET 1973 KZ0238_MARK LOGO: NGS KZ0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KZ0238+STABILITY: SURFACE MOTION KZ0238 KZ0238 HISTORY - Date Condition Report By KZ0238 HISTORY - 1973 MONUMENTED NGS KZ0238 KZ0238 STATION DESCRIPTION KZ0238 KZ0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 KZ0238'AT ASHLAND. KZ0238'AT THE SOUTHWEST EDGE OF ASHLAND, AT THE SOUTHEAST EDGE OF THE KZ0238'FAIRGROUNDS, 183 FEET NORTH OF THE CENTERLINE OF CLAREMOUNT KZ0238'AVE. 276 FEET WEST OF THE CENTERLINE OF GARFIELD AVE. 1 FOOT KZ0238'SOUTHWEST OF A FENCE CORNER, 1 FOOT EAST OF A METAL WITNESS KZ0238'POST AND SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING KZ0238'ABOUT 4 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KZ0043 *********************************************************************** KZ0043 DESIGNATION - T 243 RESET KZ0043 PID - KZ0043 KZ0043 STATE/COUNTY- OH/ASHLAND KZ0043 USGS QUAD - ASHLAND SOUTH (1982) KZ0043 KZ0043 *CURRENT SURVEY CONTROL KZ0043 ___________________________________________________________________ KZ0043* NAD 83(1986)- 40 46 22. (N) 082 18 23. (W) SCALED KZ0043* NAVD 88 - 397.48 (+/-2cm) 1304.1 (feet) VERTCON KZ0043 ___________________________________________________________________ KZ0043 GEOID HEIGHT- -33.41 (meters) GEOID03 KZ0043 KZ0043 VERT ORDER - THIRD (See Below) KZ0043 KZ0043.The horizontal coordinates were scaled from a topographic map and have KZ0043.an estimated accuracy of +/- 6 seconds. KZ0043 KZ0043.The NAVD 88 height was computed by applying the VERTCON shift value to KZ0043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KZ0043.The vertical order pertains to the NGVD 29 superseded value. KZ0043 KZ0043.The geoid height was determined by GEOID03. KZ0043 KZ0043; North East Units Estimated Accuracy KZ0043;SPC OH N - 122,850. 616,350. MT (+/- 180 meters Scaled) KZ0043 KZ0043 SUPERSEDED SURVEY CONTROL KZ0043 KZ0043 NGVD 29 (10/13/05) 397.65 (m) 1304.6 (f) RESET 3 KZ0043 KZ0043.Superseded values are not recommended for survey control. KZ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KZ0043.See file dsdata.txt to determine how the superseded data were derived. KZ0043 KZ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF897143(NAD 83) KZ0043_MARKER: DB = BENCH MARK DISK KZ0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KZ0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT KZ0043_STAMPING: T 243 RESET 1973 KZ0043_MARK LOGO: NGS KZ0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KZ0043+STABILITY: SURFACE MOTION KZ0043 KZ0043 HISTORY - Date Condition Report By KZ0043 HISTORY - 1973 MONUMENTED NGS KZ0043 HISTORY - 1990 GOOD USPSQD KZ0043 KZ0043 STATION DESCRIPTION KZ0043 KZ0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 KZ0043'3 MI E FROM MIFFLIN. KZ0043'2.95 MILES EAST ALONG COUNTY RD. 30 A FROM THE LUTHERAN CHURCH KZ0043'AT MIFFLIN, 36 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 511, KZ0043'271 FEET NORTH OF THE CENTERLINE OF CO. RD. 30 A, 1 FOOT WEST KZ0043'OF A METAL WITNESS POST, 2 FEET SOUTHWEST OF A TELEPHONE POLE, KZ0043'1 FOOT WEST OF A FENCE AND SET IN THE TOP OF A ROUND CONCRETE KZ0043'POST PROJECTING 4 INCHES. KZ0043 KZ0043 STATION RECOVERY (1990) KZ0043 KZ0043'RECOVERY NOTE BY US POWER SQUADRON 1990 (BN) KZ0043'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KZ2394 *********************************************************************** KZ2394 DESIGNATION - U 241 RESET KZ2394 PID - KZ2394 KZ2394 STATE/COUNTY- OH/ASHLAND KZ2394 USGS QUAD - ASHLAND NORTH (1972) KZ2394 KZ2394 *CURRENT SURVEY CONTROL KZ2394 ___________________________________________________________________ KZ2394* NAD 83(1986)- 40 55 26. (N) 082 17 26. (W) SCALED KZ2394* NAVD 88 - 305.97 (meters) 1003.8 (feet) RESET KZ2394 ___________________________________________________________________ KZ2394 GEOID HEIGHT- -33.58 (meters) GEOID03 KZ2394 KZ2394 VERT ORDER - THIRD KZ2394 KZ2394.The horizontal coordinates were scaled from a topographic map and have KZ2394.an estimated accuracy of +/- 6 seconds. KZ2394 KZ2394.The orthometric height was computed from unverified reset data. KZ2394.No vertical observational check was made to the station. KZ2394 KZ2394.The geoid height was determined by GEOID03. KZ2394 KZ2394; North East Units Estimated Accuracy KZ2394;SPC OH N - 139,630. 617,640. MT (+/- 180 meters Scaled) KZ2394 KZ2394 SUPERSEDED SURVEY CONTROL KZ2394 KZ2394 NGVD 29 (10/13/05) 306.15 (m) 1004.4 (f) RESET 3 KZ2394 KZ2394.Superseded values are not recommended for survey control. KZ2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KZ2394.See file dsdata.txt to determine how the superseded data were derived. KZ2394 KZ2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF913311(NAD 83) KZ2394_MARKER: DB = BENCH MARK DISK KZ2394_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE KZ2394_SP_SET: ABUTMENT KZ2394_STAMPING: U 241 RESET 1984 KZ2394_MARK LOGO: NGS KZ2394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KZ2394 KZ2394 HISTORY - Date Condition Report By KZ2394 HISTORY - 1984 MONUMENTED OHDT KZ2394 KZ2394 STATION DESCRIPTION KZ2394 KZ2394'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1984 KZ2394'0.8 KM (0.50 MI) NW FROM NANKIN. KZ2394'0.5 MILES NORTHWEST ALONG STATE ROUTE 302 FROM THE INTERSECTION OF KZ2394'S.R. 58 IN NANKIN, 40 YARDS SOUTHEAST OF THE INTERSECTION OF ORANGE KZ2394'T.R. 851 LEADING NORTH AND T.R. 964 LEADING SOUTHWEST, 19 FEET KZ2394'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY IN TOP OF THE NORTHEAST KZ2394'END OF THE SOUTHEAST ABUTMENT OF A 98 FOOT BRIDGE OVER ORANGE CREEK, KZ2394'ONE (1) FOOT SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT AND ABOVE KZ2394'LEVEL WITH THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KZ0272 *********************************************************************** KZ0272 DESIGNATION - X 242 RESET KZ0272 PID - KZ0272 KZ0272 STATE/COUNTY- OH/ASHLAND KZ0272 USGS QUAD - JEROMESVILLE (1978) KZ0272 KZ0272 *CURRENT SURVEY CONTROL KZ0272 ___________________________________________________________________ KZ0272* NAD 83(1986)- 40 50 57. (N) 082 12 45. (W) SCALED KZ0272* NAVD 88 - 318.28 (+/-2cm) 1044.2 (feet) VERTCON KZ0272 ___________________________________________________________________ KZ0272 GEOID HEIGHT- -33.34 (meters) GEOID03 KZ0272 KZ0272 VERT ORDER - THIRD (See Below) KZ0272 KZ0272.The horizontal coordinates were scaled from a topographic map and have KZ0272.an estimated accuracy of +/- 6 seconds. KZ0272 KZ0272.The NAVD 88 height was computed by applying the VERTCON shift value to KZ0272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KZ0272.The vertical order pertains to the NGVD 29 superseded value. KZ0272 KZ0272.The geoid height was determined by GEOID03. KZ0272 KZ0272; North East Units Estimated Accuracy KZ0272;SPC OH N - 131,350. 624,240. MT (+/- 180 meters Scaled) KZ0272 KZ0272 SUPERSEDED SURVEY CONTROL KZ0272 KZ0272 NGVD 29 (10/13/05) 318.46 (m) 1044.8 (f) RESET 3 KZ0272 KZ0272.Superseded values are not recommended for survey control. KZ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KZ0272.See file dsdata.txt to determine how the superseded data were derived. KZ0272 KZ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF977227(NAD 83) KZ0272_MARKER: DB = BENCH MARK DISK KZ0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KZ0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT KZ0272_STAMPING: X 242 RESET 1973 KZ0272_MARK LOGO: NGS KZ0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KZ0272+STABILITY: SURFACE MOTION KZ0272 KZ0272 HISTORY - Date Condition Report By KZ0272 HISTORY - 1973 MONUMENTED NGS KZ0272 HISTORY - 1991 GOOD USPSQD KZ0272 KZ0272 STATION DESCRIPTION KZ0272 KZ0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 KZ0272'3 MI S FROM JEROMESVILLE. KZ0272'ABOUT 3.05 MILES NORTH ALONG STATE HIGHWAY 89 FROM THE SCHOOL KZ0272'AT JEROMESVILLE, 0.55 MILE SOUTH OF THE INTERSECTION OF U.S. KZ0272'HIGHWAY 250, 36.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, KZ0272'6 FEET EAST OF A TELEPHONE POLE, 2 FEET NORTH OF A METAL KZ0272'WITNESS POST, 4 FEET NORTHEAST OF A GATE POST, 9 FEET NORTHWEST KZ0272'OF A T-FENCE CORNER AND SET IN THE TOP OF A ROUND CONCRETE KZ0272'POST FLUSH WITH THE GROUND. KZ0272 KZ0272 STATION RECOVERY (1991) KZ0272 KZ0272'RECOVERY NOTE BY US POWER SQUADRON 1991 (EAS) KZ0272'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KZ0108 *********************************************************************** KZ0108 DESIGNATION - X 255 RESET KZ0108 PID - KZ0108 KZ0108 STATE/COUNTY- OH/ASHLAND KZ0108 USGS QUAD - ASHLAND NORTH (1972) KZ0108 KZ0108 *CURRENT SURVEY CONTROL KZ0108 ___________________________________________________________________ KZ0108* NAD 83(1986)- 40 59 34. (N) 082 20 25. (W) SCALED KZ0108* NAVD 88 - 356.96 (meters) 1171.1 (feet) RESET KZ0108 ___________________________________________________________________ KZ0108 GEOID HEIGHT- -33.80 (meters) GEOID03 KZ0108 KZ0108 VERT ORDER - THIRD KZ0108 KZ0108.The horizontal coordinates were scaled from a topographic map and have KZ0108.an estimated accuracy of +/- 6 seconds. KZ0108 KZ0108.The orthometric height was computed from unverified reset data. KZ0108.No vertical observational check was made to the station. KZ0108 KZ0108.The geoid height was determined by GEOID03. KZ0108 KZ0108; North East Units Estimated Accuracy KZ0108;SPC OH N - 147,270. 613,440. MT (+/- 180 meters Scaled) KZ0108 KZ0108 SUPERSEDED SURVEY CONTROL KZ0108 KZ0108 NGVD 29 (10/13/05) 357.13 (m) 1171.7 (f) RESET 3 KZ0108 KZ0108.Superseded values are not recommended for survey control. KZ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KZ0108.See file dsdata.txt to determine how the superseded data were derived. KZ0108 KZ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF872388(NAD 83) KZ0108_MARKER: DB = BENCH MARK DISK KZ0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KZ0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT KZ0108_STAMPING: X 255 RESET 1975 KZ0108_MARK LOGO: NGS KZ0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KZ0108+STABILITY: SURFACE MOTION KZ0108 KZ0108 HISTORY - Date Condition Report By KZ0108 HISTORY - 1975 MONUMENTED NGS KZ0108 HISTORY - 1987 GOOD OHDT KZ0108 KZ0108 STATION DESCRIPTION KZ0108 KZ0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 KZ0108'4 MI NE FROM SAVANNAH. KZ0108'2.25 MILES NORTHWEST ALONG STATE HIGHWAY 60 FROM THE SCHOOL KZ0108'AT SAVANNAH, THENCE ABOUT 1.7 MILES EAST ALONG COUNTY ROAD 500, KZ0108'1 FOOT SOUTH OF A METAL WITNESS POST, 1 FOOT EAST OF A FENCE, KZ0108'64 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 500, 21 FEET KZ0108'WEST OF THE CENTERLINE OF TWP RD. 1101, A STANDARD DISK AT THE KZ0108'TOP OF A STANDARD PRE CAST ALUMINUM POST PROJECTING 2 INCHES. KZ0108 KZ0108 STATION RECOVERY (1987) KZ0108 KZ0108'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS) KZ0108'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KZ2398 *********************************************************************** KZ2398 DESIGNATION - Y 244 RESET KZ2398 PID - KZ2398 KZ2398 STATE/COUNTY- OH/ASHLAND KZ2398 USGS QUAD - PAVONIA (1984) KZ2398 KZ2398 *CURRENT SURVEY CONTROL KZ2398 ___________________________________________________________________ KZ2398* NAD 83(1986)- 40 46 52. (N) 082 22 40. (W) SCALED KZ2398* NAVD 88 - 311.52 (meters) 1022.0 (feet) RESET KZ2398 ___________________________________________________________________ KZ2398 GEOID HEIGHT- -33.55 (meters) GEOID03 KZ2398 KZ2398 VERT ORDER - THIRD KZ2398 KZ2398.The horizontal coordinates were scaled from a topographic map and have KZ2398.an estimated accuracy of +/- 6 seconds. KZ2398 KZ2398.The orthometric height was computed from unverified reset data. KZ2398.No vertical observational check was made to the station. KZ2398 KZ2398.The geoid height was determined by GEOID03. KZ2398 KZ2398; North East Units Estimated Accuracy KZ2398;SPC OH N - 123,760. 610,320. MT (+/- 180 meters Scaled) KZ2398 KZ2398 SUPERSEDED SURVEY CONTROL KZ2398 KZ2398 NGVD 29 (10/13/05) 311.68 (m) 1022.6 (f) RESET 3 KZ2398 KZ2398.Superseded values are not recommended for survey control. KZ2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KZ2398.See file dsdata.txt to determine how the superseded data were derived. KZ2398 KZ2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF837153(NAD 83) KZ2398_MARKER: DB = BENCH MARK DISK KZ2398_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE KZ2398_SP_SET: ABUTMENT KZ2398_STAMPING: Y 244 RESET 1986 KZ2398_MARK LOGO: NGS KZ2398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KZ2398 KZ2398 HISTORY - Date Condition Report By KZ2398 HISTORY - 1986 MONUMENTED OHDT KZ2398 HISTORY - 1986 SEE DESCRIPTION OHDT KZ2398 HISTORY - 1987 GOOD OHDT KZ2398 KZ2398 STATION DESCRIPTION KZ2398 KZ2398'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1986 KZ2398'1.7 KM (1.05 MI) NW FROM MIFFLIN. KZ2398'1.05 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE LUTHERAN CHURCH AT KZ2398'MIFFLIN, ABOUT 110 YARDS NORTHWEST OF THE JUNCTION OF STATE HIGHWAY KZ2398'603 LEADING NORTH, NEAR THE ASHLAND-RICHLAND COUNTY LINE, IN THE TOP KZ2398'OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF A 250-FOOT CONCRETE KZ2398'BRIDGE OVER CHARLES MILL RESERVOIR, 18.5 FEET NORTHEAST OF CENTERLINE KZ2398'OF HIGHWAY, 1.5 FEET SOUTHWEST OF NORTHEAST END OF TOP STEP OF KZ2398'ABUTMENT AND 1 FOOT ABOVE LEVEL OF HIGHWAY. KZ2398 KZ2398 STATION RECOVERY (1987) KZ2398 KZ2398'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY) KZ2398'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KZ0275 *********************************************************************** KZ0275 DESIGNATION - Z 242 RESET KZ0275 PID - KZ0275 KZ0275 STATE/COUNTY- OH/ASHLAND KZ0275 USGS QUAD - POLK (1981) KZ0275 KZ0275 *CURRENT SURVEY CONTROL KZ0275 ___________________________________________________________________ KZ0275* NAD 83(1986)- 40 52 49. (N) 082 12 41. (W) SCALED KZ0275* NAVD 88 - 330.30 (+/-2cm) 1083.7 (feet) VERTCON KZ0275 ___________________________________________________________________ KZ0275 GEOID HEIGHT- -33.37 (meters) GEOID03 KZ0275 KZ0275 VERT ORDER - THIRD (See Below) KZ0275 KZ0275.The horizontal coordinates were scaled from a topographic map and have KZ0275.an estimated accuracy of +/- 6 seconds. KZ0275 KZ0275.The NAVD 88 height was computed by applying the VERTCON shift value to KZ0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KZ0275.The vertical order pertains to the NGVD 29 superseded value. KZ0275 KZ0275.The geoid height was determined by GEOID03. KZ0275 KZ0275; North East Units Estimated Accuracy KZ0275;SPC OH N - 134,810. 624,330. MT (+/- 180 meters Scaled) KZ0275 KZ0275 SUPERSEDED SURVEY CONTROL KZ0275 KZ0275 NGVD 29 (10/13/05) 330.49 (m) 1084.3 (f) RESET 3 KZ0275 KZ0275.Superseded values are not recommended for survey control. KZ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KZ0275.See file dsdata.txt to determine how the superseded data were derived. KZ0275 KZ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF979261(NAD 83) KZ0275_MARKER: DB = BENCH MARK DISK KZ0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KZ0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT KZ0275_STAMPING: Z 242 RESET 1973 KZ0275_MARK LOGO: NGS KZ0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KZ0275+STABILITY: SURFACE MOTION KZ0275 KZ0275 HISTORY - Date Condition Report By KZ0275 HISTORY - 1973 MONUMENTED NGS KZ0275 HISTORY - 1991 MARK NOT FOUND USPSQD KZ0275 KZ0275 STATION DESCRIPTION KZ0275 KZ0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 KZ0275'5 MI N FROM JEROMESVILLE. KZ0275'5.15 MILES NORTH ALONG STATE HIGHWAY 89 FROM THE SCHOOL AT KZ0275'JEROMESVILLE, 0.3 MILE NORTH OF THE NORTH END OF OVERPASS OF KZ0275'HIGHWAY 89 OF INTERSTATE HIGHWAY, 32 FEET WEST OF THE CENTERLINE KZ0275'OF THE HIGHWAY, 1 FOOT NORTH OF A METAL WITNESS POST, 105 KZ0275'FEET NORTH OF A POWER POLE, 2 FEET EAST OF AN OLD FENCE AND KZ0275'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING ABOUT 3 INCHES. KZ0275 KZ0275 STATION RECOVERY (1991) KZ0275 KZ0275'RECOVERY NOTE BY US POWER SQUADRON 1991 (EAS) KZ0275'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 KZ1724 *********************************************************************** KZ1724 DESIGNATION - Z 244 RESET KZ1724 PID - KZ1724 KZ1724 STATE/COUNTY- OH/ASHLAND KZ1724 USGS QUAD - PAVONIA (1984) KZ1724 KZ1724 *CURRENT SURVEY CONTROL KZ1724 ___________________________________________________________________ KZ1724* NAD 83(1986)- 40 47 19. (N) 082 22 44. (W) SCALED KZ1724* NAVD 88 - 310.47 (meters) 1018.6 (feet) RESET KZ1724 ___________________________________________________________________ KZ1724 GEOID HEIGHT- -33.56 (meters) GEOID03 KZ1724 KZ1724 VERT ORDER - THIRD KZ1724 KZ1724.The horizontal coordinates were scaled from a topographic map and have KZ1724.an estimated accuracy of +/- 6 seconds. KZ1724 KZ1724.The orthometric height was computed from unverified reset data. KZ1724.No vertical observational check was made to the station. KZ1724 KZ1724.The geoid height was determined by GEOID03. KZ1724 KZ1724; North East Units Estimated Accuracy KZ1724;SPC OH N - 124,590. 610,220. MT (+/- 180 meters Scaled) KZ1724 KZ1724 SUPERSEDED SURVEY CONTROL KZ1724 KZ1724 NGVD 29 (10/13/05) 310.63 (m) 1019.1 (f) RESET 3 KZ1724 KZ1724.Superseded values are not recommended for survey control. KZ1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KZ1724.See file dsdata.txt to determine how the superseded data were derived. KZ1724 KZ1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF836162(NAD 83) KZ1724_MARKER: DB = BENCH MARK DISK KZ1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KZ1724_SP_SET: SET IN TOP OF CONCRETE MONUMENT KZ1724_STAMPING: Z 244 RESET 1982 KZ1724_MARK LOGO: NGS KZ1724_PROJECTION: FLUSH KZ1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KZ1724+STABILITY: SURFACE MOTION KZ1724 KZ1724 HISTORY - Date Condition Report By KZ1724 HISTORY - 1982 MONUMENTED NGS KZ1724 HISTORY - 1987 GOOD OHDT KZ1724 KZ1724 STATION DESCRIPTION KZ1724 KZ1724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 KZ1724'2.4 KM (1.5 MI) NW FROM MIFFLIN. KZ1724'2.4 KM (1.5 MI) NORTHWEST ALONG STATE HIGHWAY 603 FROM THE LUTHERAN KZ1724'CHURCH IN MIFFLIN, 13.4 METERS (44.0 FEET) EAST OF THE CENTERLINE KZ1724'OF STATE HIGHWAY 603, 1.2 METERS (4.0 FEET) NORTH OF A POWERLINE KZ1724'TRANSFORMER POLE, 20.7 METERS (68.0 FEET) NORTHWEST OF NORTHWEST KZ1724'CORNER OF MOLLYS CHEESE HOUSE, AND 4.6 METERS (15.0 FEET) SOUTH KZ1724'OF A SMALL CREEK. KZ1724'THE MARK IS 3 FT N FROM A WITNESS POST. KZ1724 KZ1724 STATION RECOVERY (1987) KZ1724 KZ1724'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS) KZ1724'RECOVERED IN GOOD CONDITION.