1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HZ0384 *********************************************************************** HZ0384 DESIGNATION - B 363 RESET 1968 HZ0384 PID - HZ0384 HZ0384 STATE/COUNTY- KY/FRANKLIN HZ0384 USGS QUAD - FRANKFORT WEST (1993) HZ0384 HZ0384 *CURRENT SURVEY CONTROL HZ0384 ___________________________________________________________________ HZ0384* NAD 83(1986)- 38 10 49. (N) 084 54 17. (W) SCALED HZ0384* NAVD 88 - 236.80 (meters) 776.9 (feet) RESET HZ0384 ___________________________________________________________________ HZ0384 GEOID HEIGHT- -33.60 (meters) GEOID03 HZ0384 HZ0384 VERT ORDER - THIRD HZ0384 HZ0384.This mark is at Capital City Airport (FFT) HZ0384 HZ0384.The horizontal coordinates were scaled from a topographic map and have HZ0384.an estimated accuracy of +/- 6 seconds. HZ0384 HZ0384.The orthometric height was computed from unverified reset data. HZ0384.No vertical observational check was made to the station. HZ0384 HZ0384.The geoid height was determined by GEOID03. HZ0384 HZ0384; North East Units Estimated Accuracy HZ0384;SPC KY1Z - 1,205,320. 1,574,050. MT (+/- 180 meters Scaled) HZ0384 HZ0384 SUPERSEDED SURVEY CONTROL HZ0384 HZ0384 NGVD 29 (??/??/??) 236.97 (m) 777.5 (f) RESET 3 HZ0384 HZ0384.Superseded values are not recommended for survey control. HZ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HZ0384.See file dsdata.txt to determine how the superseded data were derived. HZ0384 HZ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH835278(NAD 83) HZ0384_MARKER: DB = BENCH MARK DISK HZ0384_SETTING: 30 = SET IN A LIGHT STRUCTURE HZ0384_SP_SET: PAVEMENT HZ0384_STAMPING: B 363 RESET 1968 HZ0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HZ0384 HZ0384 HISTORY - Date Condition Report By HZ0384 HISTORY - 1968 MONUMENTED CGS HZ0384 HISTORY - 1969 GOOD NGS HZ0384 HISTORY - 1970 GOOD NGS HZ0384 HZ0384 STATION DESCRIPTION HZ0384 HZ0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 HZ0384'AT FRANKFORT. HZ0384'THIS MARK WAS ESTABLISHED THROUGH TWO (2) T.B.M.S WHICH WERE HZ0384'ESTABLISHED IN 1968 BY THE ENGINEER FOR HAWORTH AND ASSICIATES, INC. HZ0384'OF FRANKFORT, KY. THE MARK IS NEAR HANGAR NO. 4 AT THE FRANKFORT HZ0384'MUNICIPAL AIRPORT ABOUT 2 MILES SOUTHWEST OF DOWNTOWN FRANKFORT. HZ0384'IT IS A STANDARD DISK SET IN THE CONCRETE PAVEMENT, 103.8 FEET HZ0384'NORTH OF THE NORTHWEST CORNER OF THE KENTUCKY NATIONAL GUARD HZ0384'HANGAR, 76.3 FET NORTH OF THE APPROXIMATE CENTER OF THE METAL HZ0384'GRILL OF A LARGE STORM DRAIN, 60.5 FEET EAST OF THE SOUTHWEST HZ0384'CORNER OF HANGAR NO.4, 59.8 FEET WEST OF THE SOUTHEAST CORNER HZ0384'OF HANGAR NO. 4, 40.9 FEET WEST-SOUTHWEST OF THE APPROXIMATE HZ0384'CENTER OF THE METAL GRILL OF A STORM DRAIN, 1.0 FOOT SOUTH OF THE HZ0384'SOUTHWEST CORNER OF THE DOOR OPENING FOR HANGAR NO. 4, AND HZ0384'THE DISK IS STAMPED B 363 1968. HZ0384 HZ0384 STATION RECOVERY (1970) HZ0384 HZ0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 HZ0384'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HZ0523 *********************************************************************** HZ0523 DESIGNATION - I64 L 40 RESET HZ0523 PID - HZ0523 HZ0523 STATE/COUNTY- KY/FRANKLIN HZ0523 USGS QUAD - FRANKFORT WEST (1993) HZ0523 HZ0523 *CURRENT SURVEY CONTROL HZ0523 ___________________________________________________________________ HZ0523* NAD 83(1986)- 38 08 48. (N) 084 58 57. (W) SCALED HZ0523* NAVD 88 - 247.74 (meters) 812.8 (feet) RESET HZ0523 ___________________________________________________________________ HZ0523 GEOID HEIGHT- -33.59 (meters) GEOID03 HZ0523 HZ0523 VERT ORDER - THIRD HZ0523 HZ0523.The horizontal coordinates were scaled from a topographic map and have HZ0523.an estimated accuracy of +/- 6 seconds. HZ0523 HZ0523.The orthometric height was computed from unverified reset data. HZ0523.No vertical observational check was made to the station. HZ0523 HZ0523.The geoid height was determined by GEOID03. HZ0523 HZ0523; North East Units Estimated Accuracy HZ0523;SPC KY1Z - 1,201,530. 1,567,270. MT (+/- 180 meters Scaled) HZ0523 HZ0523 SUPERSEDED SURVEY CONTROL HZ0523 HZ0523 NGVD 29 (??/??/92) 813.324 (m) 2668.38 (f) ADJ UNCH ? HZ0523 HZ0523.Superseded values are not recommended for survey control. HZ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HZ0523.See file dsdata.txt to determine how the superseded data were derived. HZ0523 HZ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH767240(NAD 83) HZ0523_MARKER: DB = BENCH MARK DISK HZ0523_SETTING: 30 = SET IN A LIGHT STRUCTURE HZ0523_SP_SET: CULVERT HZ0523_STAMPING: I-64 L-40 RESET 1972 HZ0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HZ0523 HZ0523 HISTORY - Date Condition Report By HZ0523 HISTORY - 1972 MONUMENTED NGS HZ0523 HZ0523 STATION DESCRIPTION HZ0523 HZ0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HZ0523'2 MI SE FROM GRAEFENBURG. HZ0523'THE MARK IS ABOUT 0.3 OF A MILE EAST ALONG INTERSTATE ROUTE 64 HZ0523'FROM THE GRAEFENBURG-LAWRENCEBURG INTERCHANGE (STATE ROUTE 151), HZ0523'48 FEET SOUTHWEST OF A TWIN-TRUNKED 10-INCH HICKORY TREE, 47 HZ0523'FEET SOUTHEAST OF A 10-INCH CEDAR TREE, 46 FEET NORTH OF THE HZ0523'APPROXIMATE CENTER OF THE WEST BOUND LANES OF INTERSTATE ROUTE HZ0523'64, AND ABOUT 6 FEET BELOW THE WEST BOUND LANES OF INTERSTATE HZ0523'ROUTE 64, AND ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY. IT HZ0523'IS A STANDARD DISK CEMENTED IN THE TOP AND CENTER OF A CONCRETE HZ0523'HEADWALL OF AN 18-INCH CONCRETE CULVERT UNDER THE WEST BOUND HZ0523'LANES OF INTERSTATE ROUTE 64, AND AT THE JUNCTION OF CONCRETE HZ0523'DRAINS LEADING INTO THE CULVERT. THE DISK IS STAMPED I-64 HZ0523'L-40 RESET 1972. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 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 38. (W) SCALED HZ0542* NAVD 88 - 256.51 (meters) 841.6 (feet) RESET HZ0542 ___________________________________________________________________ HZ0542 GEOID HEIGHT- -33.60 (meters) GEOID03 HZ0542 HZ0542 VERT ORDER - THIRD HZ0542 HZ0542.The horizontal coordinates were scaled from a topographic map and have HZ0542.an estimated accuracy of +/- 6 seconds. HZ0542 HZ0542.The orthometric height was computed from unverified reset data. HZ0542.No vertical observational check was made to the station. HZ0542 HZ0542.The geoid height was determined by GEOID03. HZ0542 HZ0542; North East Units Estimated Accuracy HZ0542;SPC KY1Z - 1,204,700. 1,580,850. MT (+/- 180 meters Scaled) HZ0542 HZ0542 SUPERSEDED SURVEY CONTROL HZ0542 HZ0542 NGVD 29 (10/08/05) 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 = SET IN A LIGHT STRUCTURE HZ0542_SP_SET: 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 = NOVEMBER 1, 2005 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 12. (W) SCALED HZ2572* NAVD 88 - 236.77 (meters) 776.8 (feet) RESET HZ2572 ___________________________________________________________________ HZ2572 GEOID HEIGHT- -33.63 (meters) GEOID03 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 GEOID03. HZ2572 HZ2572; North East Units Estimated Accuracy HZ2572;SPC KY1Z - 1,208,180. 1,579,990. MT (+/- 180 meters Scaled) HZ2572 HZ2572 SUPERSEDED SURVEY CONTROL HZ2572 HZ2572 NGVD 29 (10/08/05) 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 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN HZ2572+WITH SETTING: PAVEMENT HZ2572_SP_SET: 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 = NOVEMBER 1, 2005 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 31. (W) SCALED HZ1851* NAVD 88 - 154.28 (meters) 506.2 (feet) RESET HZ1851 ___________________________________________________________________ HZ1851 GEOID HEIGHT- -33.62 (meters) GEOID03 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 GEOID03. HZ1851 HZ1851; North East Units Estimated Accuracy HZ1851;SPC KY1Z - 1,207,340. 1,576,610. MT (+/- 180 meters Scaled) HZ1851 HZ1851 SUPERSEDED SURVEY CONTROL HZ1851 HZ1851 NGVD 29 (10/08/05) 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 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. HZ1851_SP_SET: 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.