1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 HZ0542 *********************************************************************** HZ0542 DESIGNATION - I64 L 46 A RESET HZ0542 PID - HZ0542 HZ0542 STATE/COUNTY- KY/FRANKLIN HZ0542 USGS QUAD - FRANKFORT EAST (1993) HZ0542 HZ0542 *CURRENT SURVEY CONTROL HZ0542 ___________________________________________________________________ HZ0542* NAD 83(1986)- 38 10 27. (N) 084 49 37. (W) SCALED HZ0542* NAVD 88 - 256.51 (+/-2cm) 841.6 (feet) VERTCON HZ0542 ___________________________________________________________________ HZ0542 GEOID HEIGHT- -33.62 (meters) GEOID99 HZ0542 HZ0542 VERT ORDER - THIRD (See Below) HZ0542 HZ0542.The horizontal coordinates were scaled from a topographic map and have HZ0542.an estimated accuracy of +/- 6 seconds. HZ0542 HZ0542.The NAVD 88 height was computed by applying the VERTCON shift value to HZ0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HZ0542.The vertical order pertains to the superseded datum. HZ0542 HZ0542.The geoid height was determined by GEOID99. HZ0542 HZ0542; North East Units Estimated Accuracy HZ0542;SPC KY1Z - 1,204,700. 1,580,870. MT (+/- 180 meters Scaled) HZ0542 HZ0542 SUPERSEDED SURVEY CONTROL HZ0542 HZ0542 NGVD 29 - 256.68 (m) 842.1 (f) RESET 3 HZ0542 HZ0542.Superseded values are not recommended for survey control. HZ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HZ0542.See file dsdata.txt to determine how the superseded data were derived. HZ0542 HZ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH903273(NAD 83) HZ0542_MARKER: DD = SURVEY DISK HZ0542_SETTING: 30 = CROSS DRAIN HZ0542_STAMPING: I-64 L-46A RESET 1972 HZ0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HZ0542 HZ0542 HISTORY - Date Condition Report By HZ0542 HISTORY - 1972 MONUMENTED NGS HZ0542 HZ0542 STATION DESCRIPTION HZ0542 HZ0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HZ0542'2.8 MI SE FROM FRANKFORT. HZ0542'THE MARK IS ABOUT 0.85 MILE WEST ALONG INTERSTATE ROUTE 64 HZ0542'FROM THE INTERSTATE ROUTE 64 AND U.S. HIGHWAY 60 INTERCHANGE HZ0542'IN THE SMALL COMMUNITY OF JETT, 141 FEET WEST OF THE WEST END HZ0542'OF A METAL GUARD RAIL ALONG THE NORTH SIDE OF THE EAST BOUND HZ0542'LANES OF INTERSTATE ROUTE 64, 105 FEET SW OF POWERLINE POLE NO. 4, HZ0542'73 FEET EAST OF THE MOST WESTERLY OF 5 SMALL MAPLE TREES IN THE HZ0542'MEDIAN, AND 37 FEET NORTH OF THE APPROXIMATE CENTER OF THE EAST HZ0542'BOUND LANES OF INTERSTAET ROUTE 64. IT IS A STANDARD DISK CEMENTED HZ0542'IN A DRILL HOLE IN THE WEST END OF A CONCRETE HEADWALL FOR A HZ0542'CROSS DRAIN UNDER THE EAST BOUND LANES OF THE INTERSTATE, AND HZ0542'THE DISK IS STAMPED I-64 L-46A RESET 1972. AN ELEVATION WAS HZ0542'TRANSFERRED TO THIS MARK FROM TBM NO. 1 (SPIKE IN BASE OF PP NO. 4) HZ0542'SET BY KENTUCKY DEPARTMENT OF HIGHWAYS ENGINEERS. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 HZ2572 *********************************************************************** HZ2572 DESIGNATION - I64 L 46 RESET HZ2572 PID - HZ2572 HZ2572 STATE/COUNTY- KY/FRANKLIN HZ2572 USGS QUAD - FRANKFORT EAST (1993) HZ2572 HZ2572 *CURRENT SURVEY CONTROL HZ2572 ___________________________________________________________________ HZ2572* NAD 83(1986)- 38 12 20. (N) 084 50 11. (W) SCALED HZ2572* NAVD 88 - 236.77 (meters) 776.8 (feet) RESET HZ2572 ___________________________________________________________________ HZ2572 GEOID HEIGHT- -33.64 (meters) GEOID99 HZ2572 HZ2572 VERT ORDER - THIRD HZ2572 HZ2572.The horizontal coordinates were scaled from a topographic map and have HZ2572.an estimated accuracy of +/- 6 seconds. HZ2572 HZ2572.The orthometric height was computed from unverified reset data. HZ2572.No vertical observational check was made to the station. HZ2572 HZ2572.The geoid height was determined by GEOID99. HZ2572 HZ2572; North East Units Estimated Accuracy HZ2572;SPC KY1Z - 1,208,180. 1,580,010. MT (+/- 180 meters Scaled) HZ2572 HZ2572 SUPERSEDED SURVEY CONTROL HZ2572 HZ2572 NGVD 29 - 236.94 (m) 777.4 (f) RESET 3 HZ2572 HZ2572.Superseded values are not recommended for survey control. HZ2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HZ2572.See file dsdata.txt to determine how the superseded data were derived. HZ2572 HZ2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH894308(NAD 83) HZ2572_MARKER: DB = BENCH MARK DISK HZ2572_SETTING: 35 = LAMP POST BASE HZ2572_STAMPING: I 64 L 46 RESET 1985 HZ2572_MARK LOGO: NGS HZ2572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HZ2572+STABILITY: SURFACE MOTION HZ2572 HZ2572 HISTORY - Date Condition Report By HZ2572 HISTORY - 1985 MONUMENTED NGS HZ2572 HZ2572 STATION DESCRIPTION HZ2572 HZ2572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 HZ2572'IN FRANKFORT. HZ2572'FROM THE JUNCTION OF US ROUTES 60, 421 AND 460 (EAST MAIN STREET) ON HZ2572'THE EAST SIDE OF FRANKFORT GO 0.3 KM (0.20 MI) EAST ON US ROUTE 460 HZ2572'TO THE JUNCTION WITH ELKHORN DRIVE ON THE RIGHT AND THE MARK ABOUT 45 HZ2572'M (147.6 FT) NORTHWEST OF THE JUNCTION, ON THE GROUNDS OF THE HZ2572'FRANKLIN COUNTY BOARD OF EDUCATION AND SET IN THE SOUTHWEST CORNER OF HZ2572'A 6 INCH SQUARE LAMP POST BASE DIRECTLY SOUTH OF THE MAIN ENTRANCE OF HZ2572'THE OFFICE BUILDING, 23 M (75.5 FT) SOUTHEAST OF MAIN ENTRANCE WALK HZ2572'TO BUILDING. HZ2572'THE MARK IS 1.5 METERS NW FROM NW CURB OF DRIVEWAY HZ2572'THE MARK IS 0.3 M ABOVE THE DRIVEWAY. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 HZ1851 *********************************************************************** HZ1851 DESIGNATION - W 146 RESET 1980 HZ1851 PID - HZ1851 HZ1851 STATE/COUNTY- KY/FRANKLIN HZ1851 USGS QUAD - FRANKFORT WEST (1993) HZ1851 HZ1851 *CURRENT SURVEY CONTROL HZ1851 ___________________________________________________________________ HZ1851* NAD 83(1986)- 38 11 54. (N) 084 52 30. (W) SCALED HZ1851* NAVD 88 - 154.28 (meters) 506.2 (feet) RESET HZ1851 ___________________________________________________________________ HZ1851 GEOID HEIGHT- -33.65 (meters) GEOID99 HZ1851 HZ1851 VERT ORDER - THIRD HZ1851 HZ1851.The horizontal coordinates were scaled from a topographic map and have HZ1851.an estimated accuracy of +/- 6 seconds. HZ1851 HZ1851.The orthometric height was computed from unverified reset data. HZ1851.No vertical observational check was made to the station. HZ1851 HZ1851.The geoid height was determined by GEOID99. HZ1851 HZ1851; North East Units Estimated Accuracy HZ1851;SPC KY1Z - 1,207,340. 1,576,640. MT (+/- 180 meters Scaled) HZ1851 HZ1851 SUPERSEDED SURVEY CONTROL HZ1851 HZ1851 NGVD 29 - 154.46 (m) 506.8 (f) RESET 3 HZ1851 HZ1851.Superseded values are not recommended for survey control. HZ1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HZ1851.See file dsdata.txt to determine how the superseded data were derived. HZ1851 HZ1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH860299(NAD 83) HZ1851_MARKER: DB = BENCH MARK DISK HZ1851_SETTING: 31 = SIGNAL BASE HZ1851_STAMPING: W 146 RESET 1980 HZ1851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HZ1851 HZ1851 HISTORY - Date Condition Report By HZ1851 HISTORY - 1980 MONUMENTED NGS HZ1851 HZ1851 STATION DESCRIPTION HZ1851 HZ1851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 HZ1851'IN FRANKFORT. HZ1851'IN FRANKFORT, IN THE TOP AND NORTHEAST CORNER OF THE CONCRETE BASE HZ1851'OF A RAILROAD CROSSING SIGNAL, SOUTHEAST OF THE INTERSECTION ANN HZ1851'AND BROADWAY STREETS, 11 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD, HZ1851'24 FEET EAST OF THE CENTERLINE OF ANN STREET. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 HY2545 *********************************************************************** HY2545 DESIGNATION - Y 33 RESET HY2545 PID - HY2545 HY2545 STATE/COUNTY- KY/FRANKLIN HY2545 USGS QUAD - MAYSVILLE WEST (1993) HY2545 HY2545 *CURRENT SURVEY CONTROL HY2545 ___________________________________________________________________ HY2545* NAD 83(1986)- 38 38 48. (N) 083 45 47. (W) SCALED HY2545* NAVD 88 - 163.41 (meters) 536.1 (feet) RESET HY2545 ___________________________________________________________________ HY2545 GEOID HEIGHT- -33.28 (meters) GEOID99 HY2545 HY2545 VERT ORDER - THIRD HY2545 HY2545.The horizontal coordinates were scaled from a topographic map and have HY2545.an estimated accuracy of +/- 6 seconds. HY2545 HY2545.The orthometric height was computed from unverified reset data. HY2545.No vertical observational check was made to the station. HY2545 HY2545.The geoid height was determined by GEOID99. HY2545 HY2545; North East Units Estimated Accuracy HY2545;SPC KY1Z - 1,258,590. 1,672,960. MT (+/- 180 meters Scaled) HY2545 HY2545 SUPERSEDED SURVEY CONTROL HY2545 HY2545 NGVD 29 - 163.65 (m) 536.9 (f) RESET 3 HY2545 HY2545.Superseded values are not recommended for survey control. HY2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HY2545.See file dsdata.txt to determine how the superseded data were derived. HY2545 HY2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC595811(NAD 83) HY2545_MARKER: DB = BENCH MARK DISK HY2545_SETTING: 31 = STEP HY2545_STAMPING: Y 33 RESET 1985 HY2545_MARK LOGO: NGS HY2545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HY2545 HY2545 HISTORY - Date Condition Report By HY2545 HISTORY - 1985 MONUMENTED NGS HY2545 HY2545 STATION DESCRIPTION HY2545 HY2545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 HY2545'IN MAYSVILLE. HY2545'AT THE EPISCOPAL CHURCH IN THE NORTHWEST ANGLE OF THE INTERSECTION OF HY2545'EAST THIRD AND LIMESTONE STREETS, SET IN THE EAST END OF THE DOORSILL HY2545'(TOP STEP) OF THE MAIN ENTRANCE. HY2545'THE MARK IS 1.5 M ABOVE EAST THIRD STREET.