1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 GZ0894 *********************************************************************** GZ0894 DESIGNATION - 176 JEM GZ0894 PID - GZ0894 GZ0894 STATE/COUNTY- KY/CASEY GZ0894 USGS QUAD - EUBANK (1976) GZ0894 GZ0894 *CURRENT SURVEY CONTROL GZ0894 ___________________________________________________________________ GZ0894* NAD 83(1986)- 37 21 42. (N) 084 43 38. (W) SCALED GZ0894* NAVD 88 - 402.661 (meters) 1321.06 (feet) ADJUSTED GZ0894 ___________________________________________________________________ GZ0894 GEOID HEIGHT- -31.56 (meters) GEOID03 GZ0894 DYNAMIC HT - 402.337 (meters) 1320.00 (feet) COMP GZ0894 MODELED GRAV- 979,811.9 (mgal) NAVD 88 GZ0894 GZ0894 VERT ORDER - SECOND CLASS 0 GZ0894 GZ0894.The horizontal coordinates were scaled from a topographic map and have GZ0894.an estimated accuracy of +/- 6 seconds. GZ0894 GZ0894.The orthometric height was determined by differential leveling GZ0894.and adjusted by the National Geodetic Survey in June 1991. GZ0894 GZ0894.The geoid height was determined by GEOID03. GZ0894 GZ0894.The dynamic height is computed by dividing the NAVD 88 GZ0894.geopotential number by the normal gravity value computed on the GZ0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GZ0894.degrees latitude (g = 980.6199 gals.). GZ0894 GZ0894.The modeled gravity was interpolated from observed gravity values. GZ0894 GZ0894; North East Units Estimated Accuracy GZ0894;SPC KY1Z - 1,114,620. 1,590,600. MT (+/- 180 meters Scaled) GZ0894 GZ0894 SUPERSEDED SURVEY CONTROL GZ0894 GZ0894 NGVD 29 (??/??/92) 402.788 (m) 1321.48 (f) ADJ UNCH 2 0 GZ0894 GZ0894.Superseded values are not recommended for survey control. GZ0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GZ0894.See file dsdata.txt to determine how the superseded data were derived. GZ0894 GZ0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG012374(NAD 83) GZ0894_MARKER: DD = SURVEY DISK GZ0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GZ0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT GZ0894_STAMPING: 176 JEM 1322 1951 1321.480 GZ0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GZ0894+STABILITY: SURFACE MOTION GZ0894 GZ0894 HISTORY - Date Condition Report By GZ0894 HISTORY - 1951 MONUMENTED USGS GZ0894 HISTORY - 1951 GOOD NGS GZ0894 HISTORY - 1958 GOOD NGS GZ0894 HISTORY - 20050510 MARK NOT FOUND KYDT GZ0894 GZ0894 STATION DESCRIPTION GZ0894 GZ0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951 GZ0894'AT DUNCAN. GZ0894'AT DUNCAN, ABOUT 0.1 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM GZ0894'LOCUST GROVE BAPTIST CHURCH, 176 FEET SOUTH-SOUTHWEST OF THE GZ0894'CENTER OF THE JUNCTION OF A ROAD NORTHWEST, 137 FEET SOUTH OF GZ0894'THE SOUTH CORNER OF A WHITE FRAME HOUSE, 24 FEET WEST OF THE GZ0894'CENTER LINE OF THE ROAD, 14 FEET NORTH OF THE SOUTH EDGE OF A GZ0894'CLEARING AND NORTH EDGE OF A WOODED AREA, 1 1/2 FEET EAST OF A GZ0894'WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD AND SET IN GZ0894'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES. GZ0894 GZ0894 STATION RECOVERY (1958) GZ0894 GZ0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 GZ0894'RECOVERED IN GOOD CONDITION. GZ0894 GZ0894 STATION RECOVERY (2005) GZ0894 GZ0894'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH) GZ0894'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 GZ0897 *********************************************************************** GZ0897 DESIGNATION - 177 JEM GZ0897 PID - GZ0897 GZ0897 STATE/COUNTY- KY/CASEY GZ0897 USGS QUAD - EUBANK (1976) GZ0897 GZ0897 *CURRENT SURVEY CONTROL GZ0897 ___________________________________________________________________ GZ0897* NAD 83(1986)- 37 19 52. (N) 084 43 47. (W) SCALED GZ0897* NAVD 88 - 382.504 (meters) 1254.93 (feet) ADJUSTED GZ0897 ___________________________________________________________________ GZ0897 GEOID HEIGHT- -31.47 (meters) GEOID03 GZ0897 DYNAMIC HT - 382.194 (meters) 1253.91 (feet) COMP GZ0897 MODELED GRAV- 979,808.7 (mgal) NAVD 88 GZ0897 GZ0897 VERT ORDER - SECOND CLASS 0 GZ0897 GZ0897.The horizontal coordinates were scaled from a topographic map and have GZ0897.an estimated accuracy of +/- 6 seconds. GZ0897 GZ0897.The orthometric height was determined by differential leveling GZ0897.and adjusted by the National Geodetic Survey in June 1991. GZ0897 GZ0897.The geoid height was determined by GEOID03. GZ0897 GZ0897.The dynamic height is computed by dividing the NAVD 88 GZ0897.geopotential number by the normal gravity value computed on the GZ0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GZ0897.degrees latitude (g = 980.6199 gals.). GZ0897 GZ0897.The modeled gravity was interpolated from observed gravity values. GZ0897 GZ0897; North East Units Estimated Accuracy GZ0897;SPC KY1Z - 1,111,230. 1,590,420. MT (+/- 180 meters Scaled) GZ0897 GZ0897 SUPERSEDED SURVEY CONTROL GZ0897 GZ0897 NGVD 29 (??/??/92) 382.632 (m) 1255.35 (f) ADJ UNCH 2 0 GZ0897 GZ0897.Superseded values are not recommended for survey control. GZ0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GZ0897.See file dsdata.txt to determine how the superseded data were derived. GZ0897 GZ0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG011340(NAD 83) GZ0897_MARKER: DD = SURVEY DISK GZ0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GZ0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT GZ0897_STAMPING: 177 JEM 1255 1951 1255.352 GZ0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GZ0897+STABILITY: SURFACE MOTION GZ0897 GZ0897 HISTORY - Date Condition Report By GZ0897 HISTORY - 1951 MONUMENTED USGS GZ0897 HISTORY - 1951 GOOD NGS GZ0897 HISTORY - 1958 POOR NGS GZ0897 HISTORY - 20050510 MARK NOT FOUND KYDT GZ0897 GZ0897 STATION DESCRIPTION GZ0897 GZ0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951 GZ0897'2.4 MI S FROM DUNCAN. GZ0897'ABOUT 0.3 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM LOCUST GROVE GZ0897'BAPTIST CHURCH AT DUNCAN, THENCE ABOUT 2.05 MILES SOUTHEAST AND GZ0897'SOUTH ALONG A GRAVEL ROAD, ABOUT 0.7 MILE NORTH OF THE ROAD GZ0897'JUNCTION AT WALLTOWN, AT THE JUNCTION OF A ROAD WEST, 164 FEET GZ0897'NORTHWEST OF THE NORTHWEST CORNER OF A WHITE FRAME HOUSE, 73 GZ0897'FEET NORTH OF A FENCE CORNER, 17 1/2 FEET EAST OF THE CENTER GZ0897'LINE OF THE ROAD, ABOUT IN LINE WITH THE EXTENDED CENTER LINE GZ0897'OF ROAD WEST, 1 1/2 FEET WEST OF A FENCE LINE, 1 1/2 FEET GZ0897'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE GZ0897'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 GZ0897'INCHES. GZ0897 GZ0897 STATION RECOVERY (1958) GZ0897 GZ0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 GZ0897'MARK RECOVERED IN POOR CONDITION. GZ0897 GZ0897 STATION RECOVERY (2005) GZ0897 GZ0897'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH) GZ0897'THIS LOCATION HAS BEEN GRADED AND A 1 STORY BRICK HOME BUILT AT THIS GZ0897'SITE, LOCATION NOW LEVEL WITH ROAD, CONSIDER DESTROYED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 GZ0901 *********************************************************************** GZ0901 DESIGNATION - 178 JEM GZ0901 PID - GZ0901 GZ0901 STATE/COUNTY- KY/CASEY GZ0901 USGS QUAD - EUBANK (1976) GZ0901 GZ0901 *CURRENT SURVEY CONTROL GZ0901 ___________________________________________________________________ GZ0901* NAD 83(1986)- 37 17 40. (N) 084 44 43. (W) SCALED GZ0901* NAVD 88 - 360.603 (meters) 1183.08 (feet) ADJUSTED GZ0901 ___________________________________________________________________ GZ0901 GEOID HEIGHT- -31.40 (meters) GEOID03 GZ0901 DYNAMIC HT - 360.308 (meters) 1182.11 (feet) COMP GZ0901 MODELED GRAV- 979,803.2 (mgal) NAVD 88 GZ0901 GZ0901 VERT ORDER - SECOND CLASS 0 GZ0901 GZ0901.The horizontal coordinates were scaled from a topographic map and have GZ0901.an estimated accuracy of +/- 6 seconds. GZ0901 GZ0901.The orthometric height was determined by differential leveling GZ0901.and adjusted by the National Geodetic Survey in June 1991. GZ0901 GZ0901.The geoid height was determined by GEOID03. GZ0901 GZ0901.The dynamic height is computed by dividing the NAVD 88 GZ0901.geopotential number by the normal gravity value computed on the GZ0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GZ0901.degrees latitude (g = 980.6199 gals.). GZ0901 GZ0901.The modeled gravity was interpolated from observed gravity values. GZ0901 GZ0901; North East Units Estimated Accuracy GZ0901;SPC KY1Z - 1,107,150. 1,589,080. MT (+/- 180 meters Scaled) GZ0901 GZ0901 SUPERSEDED SURVEY CONTROL GZ0901 GZ0901 NGVD 29 (??/??/92) 360.730 (m) 1183.49 (f) ADJ UNCH 2 0 GZ0901 GZ0901.Superseded values are not recommended for survey control. GZ0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GZ0901.See file dsdata.txt to determine how the superseded data were derived. GZ0901 GZ0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG998299(NAD 83) GZ0901_MARKER: DD = SURVEY DISK GZ0901_SETTING: 30 = SET IN A LIGHT STRUCTURE GZ0901_SP_SET: CULVERT GZ0901_STAMPING: 178 JEM 1183 1951 1183.493 GZ0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GZ0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GZ0901+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005 GZ0901 GZ0901 HISTORY - Date Condition Report By GZ0901 HISTORY - 1951 MONUMENTED USGS GZ0901 HISTORY - 1951 GOOD NGS GZ0901 HISTORY - 1958 GOOD NGS GZ0901 HISTORY - 20050510 GOOD KYDT GZ0901 GZ0901 STATION DESCRIPTION GZ0901 GZ0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951 GZ0901'1.7 MI NE FROM HUMPHREY. GZ0901'ABOUT 1.7 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE CROSSROADS GZ0901'AND MT. OLIVE CHRISTIAN CHURCH AT HUMPHREY, ABOUT 0.3 MILE GZ0901'NORTHEAST OF RAGGED RIDGE SCHOOL, IN THE TOP OF THE NORTH END GZ0901'OF THE WEST CONCRETE HEAD WALL OF A 4-FOOT BOX CULVERT UNDER GZ0901'ROAD, 13 FEET WEST OF THE CENTER LINE OF THE ROAD AND ABOUT LEVEL GZ0901'WITH THE ROAD. GZ0901 GZ0901 STATION RECOVERY (1958) GZ0901 GZ0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 GZ0901'RECOVERED IN GOOD CONDITION. GZ0901 GZ0901 STATION RECOVERY (2005) GZ0901 GZ0901'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH) GZ0901'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 GZ1019 *********************************************************************** GZ1019 DESIGNATION - A 219 GZ1019 PID - GZ1019 GZ1019 STATE/COUNTY- KY/CASEY GZ1019 USGS QUAD - MINTONVILLE (1976) GZ1019 GZ1019 *CURRENT SURVEY CONTROL GZ1019 ___________________________________________________________________ GZ1019* NAD 83(1986)- 37 12 45. (N) 084 45 37. (W) SCALED GZ1019* NAVD 88 - 278.936 (meters) 915.14 (feet) ADJUSTED GZ1019 ___________________________________________________________________ GZ1019 GEOID HEIGHT- -31.20 (meters) GEOID03 GZ1019 DYNAMIC HT - 278.706 (meters) 914.39 (feet) COMP GZ1019 MODELED GRAV- 979,799.5 (mgal) NAVD 88 GZ1019 GZ1019 VERT ORDER - SECOND CLASS 0 GZ1019 GZ1019.The horizontal coordinates were scaled from a topographic map and have GZ1019.an estimated accuracy of +/- 6 seconds. GZ1019 GZ1019.The orthometric height was determined by differential leveling GZ1019.and adjusted by the National Geodetic Survey in June 1991. GZ1019 GZ1019.The geoid height was determined by GEOID03. GZ1019 GZ1019.The dynamic height is computed by dividing the NAVD 88 GZ1019.geopotential number by the normal gravity value computed on the GZ1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GZ1019.degrees latitude (g = 980.6199 gals.). GZ1019 GZ1019.The modeled gravity was interpolated from observed gravity values. GZ1019 GZ1019; North East Units Estimated Accuracy GZ1019;SPC KY1Z - 1,098,040. 1,587,850. MT (+/- 180 meters Scaled) GZ1019 GZ1019 SUPERSEDED SURVEY CONTROL GZ1019 GZ1019 NGVD 29 (??/??/92) 279.064 (m) 915.56 (f) ADJ UNCH 2 0 GZ1019 GZ1019.Superseded values are not recommended for survey control. GZ1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GZ1019.See file dsdata.txt to determine how the superseded data were derived. GZ1019 GZ1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG987207(NAD 83) GZ1019_MARKER: DB = BENCH MARK DISK GZ1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GZ1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT GZ1019_STAMPING: A 219 1951 915.562 GZ1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GZ1019+STABILITY: SURFACE MOTION GZ1019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GZ1019+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005 GZ1019 GZ1019 HISTORY - Date Condition Report By GZ1019 HISTORY - 1951 MONUMENTED CGS GZ1019 HISTORY - 1958 GOOD NGS GZ1019 HISTORY - 1981 GOOD KYDT GZ1019 HISTORY - 20050503 GOOD KYDT GZ1019 GZ1019 STATION DESCRIPTION GZ1019 GZ1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 GZ1019'2 MI SW FROM BETHELRIDGE. GZ1019'ABOUT 2.0 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE POST OFFICE GZ1019'AND SCHOOL AT BETHELRIDGE, AT THE RESIDENCE OF CLAYTON FOSTER, GZ1019'91 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, GZ1019'35 FEET WEST OF THE CENTER LINE OF THE ROAD, 37 FEET SOUTHWEST GZ1019'OF A 7-INCH HICKORY TREE IN FENCE LINE, 24 FEET WEST OF A FENCE GZ1019'CORNER, 2 FEET SOUTH OF A FENCE LINE, 2 FEET EAST OF A WHITE GZ1019'WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE ROAD AND SET IN THE GZ1019'TOP OF A CONCRETE POST PROJECTING 4 INCHES. GZ1019 GZ1019 STATION RECOVERY (1958) GZ1019 GZ1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 GZ1019'RECOVERED IN GOOD CONDITION. GZ1019 GZ1019 STATION RECOVERY (1981) GZ1019 GZ1019'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981 GZ1019'RECOVERED IN GOOD CONDITION. GZ1019 GZ1019 STATION RECOVERY (2005) GZ1019 GZ1019'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH) GZ1019'MARK IS 27 FEET WEST OF A FENCE CORNER, 9 FEET SOUTH OF A FENCE. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 GZ1017 *********************************************************************** GZ1017 DESIGNATION - B 219 GZ1017 PID - GZ1017 GZ1017 STATE/COUNTY- KY/CASEY GZ1017 USGS QUAD - MINTONVILLE (1976) GZ1017 GZ1017 *CURRENT SURVEY CONTROL GZ1017 ___________________________________________________________________ GZ1017* NAD 83(1986)- 37 13 48. (N) 084 46 09. (W) SCALED GZ1017* NAVD 88 - 299.562 (meters) 982.81 (feet) ADJUSTED GZ1017 ___________________________________________________________________ GZ1017 GEOID HEIGHT- -31.29 (meters) GEOID03 GZ1017 DYNAMIC HT - 299.314 (meters) 982.00 (feet) COMP GZ1017 MODELED GRAV- 979,797.0 (mgal) NAVD 88 GZ1017 GZ1017 VERT ORDER - SECOND CLASS 0 GZ1017 GZ1017.The horizontal coordinates were scaled from a topographic map and have GZ1017.an estimated accuracy of +/- 6 seconds. GZ1017 GZ1017.The orthometric height was determined by differential leveling GZ1017.and adjusted by the National Geodetic Survey in June 1991. GZ1017 GZ1017.The geoid height was determined by GEOID03. GZ1017 GZ1017.The dynamic height is computed by dividing the NAVD 88 GZ1017.geopotential number by the normal gravity value computed on the GZ1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GZ1017.degrees latitude (g = 980.6199 gals.). GZ1017 GZ1017.The modeled gravity was interpolated from observed gravity values. GZ1017 GZ1017; North East Units Estimated Accuracy GZ1017;SPC KY1Z - 1,099,970. 1,587,040. MT (+/- 180 meters Scaled) GZ1017 GZ1017 SUPERSEDED SURVEY CONTROL GZ1017 GZ1017 NGVD 29 (??/??/92) 299.690 (m) 983.23 (f) ADJ UNCH 2 0 GZ1017 GZ1017.Superseded values are not recommended for survey control. GZ1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GZ1017.See file dsdata.txt to determine how the superseded data were derived. GZ1017 GZ1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG979227(NAD 83) GZ1017_MARKER: DB = BENCH MARK DISK GZ1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GZ1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT GZ1017_STAMPING: B 219 1951 983.233 GZ1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GZ1017+STABILITY: SURFACE MOTION GZ1017 GZ1017 HISTORY - Date Condition Report By GZ1017 HISTORY - 1951 MONUMENTED CGS GZ1017 HISTORY - 1958 GOOD NGS GZ1017 HISTORY - 1981 GOOD KYDT GZ1017 HISTORY - 20050503 MARK NOT FOUND KYDT GZ1017 GZ1017 STATION DESCRIPTION GZ1017 GZ1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 GZ1017'0.7 MI SW FROM BETHELRIDGE. GZ1017'ABOUT 0.7 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE POST OFFICE GZ1017'AND SCHOOL AT BETHELRIDGE, NEAR THE FOOT OF A LONG STEEP HILL GZ1017'DECENDING SOUTHWEST, NEAR THE NORTH CORNER OF A CULTIVATED GZ1017'FIELD, ABOUT 30 YARDS SOUTHWEST OF A FORD ACROSS LICK CREEK, 15 GZ1017'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 16 1/2 FEET GZ1017'SOUTH OF A TRIANGULAR BLAZED 12-INCH WALNUT TREE, 1 1/2 FEET GZ1017'SOUTHEAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN GZ1017'WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A GZ1017'CONCRETE POST PROJECTING 3 INCHES. GZ1017 GZ1017 STATION RECOVERY (1958) GZ1017 GZ1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 GZ1017'RECOVERED IN GOOD CONDITION. GZ1017 GZ1017 STATION RECOVERY (1981) GZ1017 GZ1017'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981 GZ1017'RECOVERED IN GOOD CONDITION. GZ1017 GZ1017 STATION RECOVERY (2005) GZ1017 GZ1017'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH) GZ1017'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 GZ1020 *********************************************************************** GZ1020 DESIGNATION - C 219 GZ1020 PID - GZ1020 GZ1020 STATE/COUNTY- KY/CASEY GZ1020 USGS QUAD - MINTONVILLE (1976) GZ1020 GZ1020 *CURRENT SURVEY CONTROL GZ1020 ___________________________________________________________________ GZ1020* NAD 83(1986)- 37 12 40. (N) 084 46 13. (W) SCALED GZ1020* NAVD 88 - 358.594 (meters) 1176.49 (feet) ADJUSTED GZ1020 ___________________________________________________________________ GZ1020 GEOID HEIGHT- -31.24 (meters) GEOID03 GZ1020 DYNAMIC HT - 358.298 (meters) 1175.52 (feet) COMP GZ1020 MODELED GRAV- 979,795.7 (mgal) NAVD 88 GZ1020 GZ1020 VERT ORDER - SECOND CLASS 0 GZ1020 GZ1020.The horizontal coordinates were scaled from a topographic map and have GZ1020.an estimated accuracy of +/- 6 seconds. GZ1020 GZ1020.The orthometric height was determined by differential leveling GZ1020.and adjusted by the National Geodetic Survey in June 1991. GZ1020 GZ1020.The geoid height was determined by GEOID03. GZ1020 GZ1020.The dynamic height is computed by dividing the NAVD 88 GZ1020.geopotential number by the normal gravity value computed on the GZ1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GZ1020.degrees latitude (g = 980.6199 gals.). GZ1020 GZ1020.The modeled gravity was interpolated from observed gravity values. GZ1020 GZ1020; North East Units Estimated Accuracy GZ1020;SPC KY1Z - 1,097,880. 1,586,960. MT (+/- 180 meters Scaled) GZ1020 GZ1020 SUPERSEDED SURVEY CONTROL GZ1020 GZ1020 NGVD 29 (??/??/92) 358.722 (m) 1176.91 (f) ADJ UNCH 2 0 GZ1020 GZ1020.Superseded values are not recommended for survey control. GZ1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GZ1020.See file dsdata.txt to determine how the superseded data were derived. GZ1020 GZ1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG978206(NAD 83) GZ1020_MARKER: DB = BENCH MARK DISK GZ1020_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER GZ1020_SP_SET: UNSPECIFIED ROCK GZ1020_STAMPING: C 219 1951 1176.907 GZ1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GZ1020 GZ1020 HISTORY - Date Condition Report By GZ1020 HISTORY - 1951 MONUMENTED CGS GZ1020 HISTORY - 1958 GOOD NGS GZ1020 HISTORY - 1981 MARK NOT FOUND KYDT GZ1020 HISTORY - 20050503 MARK NOT FOUND KYDT GZ1020 GZ1020 STATION DESCRIPTION GZ1020 GZ1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 GZ1020'3.2 MI E FROM ARGYLE. GZ1020'THE MARK IS REACHED FROM BETHEL RIDGE SCHOOL AND POST OFFICE BY GZ1020'GOING SOUTHWEST 3.0 MILES ALONG A DIRT ROAD, THENCE 1.5 MILES GZ1020'NORTHWEST AND WEST ALONG A NARROW GRAVEL ROAD, ABOUT 0.05 MILE GZ1020'EAST OF THE TOP OF A GRADE, THIS ROCK IS SHAPED LIKE A MITTEN, GZ1020'AND THE MARK IS IN THE THUMB PORTION AND IS LIKELY TO BE GZ1020'COVERED WITH DIRT. GZ1020 GZ1020 STATION RECOVERY (1981) GZ1020 GZ1020'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981 GZ1020'MARK NOT FOUND. GZ1020 GZ1020 STATION RECOVERY (2005) GZ1020 GZ1020'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH) GZ1020'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 GZ1021 *********************************************************************** GZ1021 DESIGNATION - D 219 GZ1021 PID - GZ1021 GZ1021 STATE/COUNTY- KY/CASEY GZ1021 USGS QUAD - MINTONVILLE (1976) GZ1021 GZ1021 *CURRENT SURVEY CONTROL GZ1021 ___________________________________________________________________ GZ1021* NAD 83(1986)- 37 13 11. (N) 084 46 47. (W) SCALED GZ1021* NAVD 88 - 360.356 (meters) 1182.27 (feet) ADJUSTED GZ1021 ___________________________________________________________________ GZ1021 GEOID HEIGHT- -31.29 (meters) GEOID03 GZ1021 DYNAMIC HT - 360.058 (meters) 1181.29 (feet) COMP GZ1021 MODELED GRAV- 979,792.6 (mgal) NAVD 88 GZ1021 GZ1021 VERT ORDER - SECOND CLASS 0 GZ1021 GZ1021.The horizontal coordinates were scaled from a topographic map and have GZ1021.an estimated accuracy of +/- 6 seconds. GZ1021 GZ1021.The orthometric height was determined by differential leveling GZ1021.and adjusted by the National Geodetic Survey in June 1991. GZ1021 GZ1021.The geoid height was determined by GEOID03. GZ1021 GZ1021.The dynamic height is computed by dividing the NAVD 88 GZ1021.geopotential number by the normal gravity value computed on the GZ1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GZ1021.degrees latitude (g = 980.6199 gals.). GZ1021 GZ1021.The modeled gravity was interpolated from observed gravity values. GZ1021 GZ1021; North East Units Estimated Accuracy GZ1021;SPC KY1Z - 1,098,820. 1,586,110. MT (+/- 180 meters Scaled) GZ1021 GZ1021 SUPERSEDED SURVEY CONTROL GZ1021 GZ1021 NGVD 29 (??/??/92) 360.482 (m) 1182.68 (f) ADJ UNCH 2 0 GZ1021 GZ1021.Superseded values are not recommended for survey control. GZ1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GZ1021.See file dsdata.txt to determine how the superseded data were derived. GZ1021 GZ1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG969215(NAD 83) GZ1021_MARKER: DB = BENCH MARK DISK GZ1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GZ1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT GZ1021_STAMPING: D 219 1951 1182.681 GZ1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GZ1021+STABILITY: SURFACE MOTION GZ1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GZ1021+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005 GZ1021 GZ1021 HISTORY - Date Condition Report By GZ1021 HISTORY - 1951 MONUMENTED CGS GZ1021 HISTORY - 1958 POOR NGS GZ1021 HISTORY - 1981 GOOD KYDT GZ1021 HISTORY - 20050503 GOOD KYDT GZ1021 GZ1021 STATION DESCRIPTION GZ1021 GZ1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 GZ1021'2.2 MI E FROM ARGYLE. GZ1021'ABOUT 2.15 MILES EAST ALONG A GRAVEL ROAD FROM THE CROSSROADS GZ1021'AND POST OFFICE AT ARGYLE, ABOUT 0.55 MILE WEST OF THE JUNCTION GZ1021'OF A ROAD SOUTHEAST TO WARE, ABOUT 0.4 MILE EAST OF THE JUNCTION GZ1021'OF A ROAD SOUTH, AT THE FARM HOUSE OF C.E. TAYLOR, 66 FEET SOUTH GZ1021'OF THE SOUTHEAST CORNER OF HOUSE, 52 FEET EAST OF A POWER POLE GZ1021'WITH TRANSFORMER, 25 FEET NORTH OF THE CENTER LINE OF ROAD, GZ1021'15 FEET WEST OF THE CENTER LINE OF A FARM DRIVE WAY, 2 FEET GZ1021'SOUTH OF A FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN GZ1021'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A GZ1021'CONCRETE POST PROJECTING 4 INCHES. GZ1021 GZ1021 STATION RECOVERY (1958) GZ1021 GZ1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 GZ1021'MARK RECOVERED IN POOR CONDITION. GZ1021 GZ1021 STATION RECOVERY (1981) GZ1021 GZ1021'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981 GZ1021'RECOVERED IN GOOD CONDITION. GZ1021 GZ1021 STATION RECOVERY (2005) GZ1021 GZ1021'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH) GZ1021'MARK IS 60 FEET WEST OF A POWER POLE WITH TRANSFORMER, 12 FEET GZ1021'EAST-SOUTHEAST OF A WATER METER. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 GZ1022 *********************************************************************** GZ1022 DESIGNATION - E 219 GZ1022 PID - GZ1022 GZ1022 STATE/COUNTY- KY/CASEY GZ1022 USGS QUAD - MINTONVILLE (1976) GZ1022 GZ1022 *CURRENT SURVEY CONTROL GZ1022 ___________________________________________________________________ GZ1022* NAD 83(1986)- 37 13 04. (N) 084 47 44. (W) SCALED GZ1022* NAVD 88 - 369.091 (meters) 1210.93 (feet) ADJUSTED GZ1022 ___________________________________________________________________ GZ1022 GEOID HEIGHT- -31.34 (meters) GEOID03 GZ1022 DYNAMIC HT - 368.784 (meters) 1209.92 (feet) COMP GZ1022 MODELED GRAV- 979,787.6 (mgal) NAVD 88 GZ1022 GZ1022 VERT ORDER - SECOND CLASS 0 GZ1022 GZ1022.The horizontal coordinates were scaled from a topographic map and have GZ1022.an estimated accuracy of +/- 6 seconds. GZ1022 GZ1022.The orthometric height was determined by differential leveling GZ1022.and adjusted by the National Geodetic Survey in June 1991. GZ1022 GZ1022.The geoid height was determined by GEOID03. GZ1022 GZ1022.The dynamic height is computed by dividing the NAVD 88 GZ1022.geopotential number by the normal gravity value computed on the GZ1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GZ1022.degrees latitude (g = 980.6199 gals.). GZ1022 GZ1022.The modeled gravity was interpolated from observed gravity values. GZ1022 GZ1022; North East Units Estimated Accuracy GZ1022;SPC KY1Z - 1,098,590. 1,584,710. MT (+/- 180 meters Scaled) GZ1022 GZ1022 SUPERSEDED SURVEY CONTROL GZ1022 GZ1022 NGVD 29 (??/??/92) 369.214 (m) 1211.33 (f) ADJ UNCH 2 0 GZ1022 GZ1022.Superseded values are not recommended for survey control. GZ1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GZ1022.See file dsdata.txt to determine how the superseded data were derived. GZ1022 GZ1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG955213(NAD 83) GZ1022_MARKER: DB = BENCH MARK DISK GZ1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GZ1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT GZ1022_STAMPING: E 219 1951 1211.330 GZ1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GZ1022+STABILITY: SURFACE MOTION GZ1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GZ1022+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005 GZ1022 GZ1022 HISTORY - Date Condition Report By GZ1022 HISTORY - 1951 MONUMENTED CGS GZ1022 HISTORY - 1958 GOOD NGS GZ1022 HISTORY - 1981 GOOD KYDT GZ1022 HISTORY - 20050503 GOOD KYDT GZ1022 GZ1022 STATION DESCRIPTION GZ1022 GZ1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 GZ1022'1.2 MI E FROM ARGYLE. GZ1022'ABOUT 1.15 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE GZ1022'AND CROSSROADS AT ARGYLE, AT LOUIS DICKS FARM HOUSE AND JUNCTION GZ1022'OF ROAD SOUTH, 132 FEET WEST OF THE CENTER LINE OF ROAD SOUTH, GZ1022'42 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, 40 GZ1022'FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE, 28 FEET GZ1022'SOUTH OF THE CENTER LINE OF ROAD, 9 1/2 FEET EAST OF CENTER LINE GZ1022'OF A DRIVE, 2 FEET WEST OF A FENCE LINE, 2 1/2 FEET ABOVE THE GZ1022'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. GZ1022 GZ1022 STATION RECOVERY (1958) GZ1022 GZ1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 GZ1022'RECOVERED IN GOOD CONDITION. GZ1022 GZ1022 STATION RECOVERY (1981) GZ1022 GZ1022'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981 GZ1022'RECOVERED IN GOOD CONDITION. GZ1022 GZ1022 STATION RECOVERY (2005) GZ1022 GZ1022'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH) GZ1022'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 GZ1029 *********************************************************************** GZ1029 DESIGNATION - F 219 GZ1029 PID - GZ1029 GZ1029 STATE/COUNTY- KY/CASEY GZ1029 USGS QUAD - MINTONVILLE (1976) GZ1029 GZ1029 *CURRENT SURVEY CONTROL GZ1029 ___________________________________________________________________ GZ1029* NAD 83(1986)- 37 12 50. (N) 084 48 59. (W) SCALED GZ1029* NAVD 88 - 366.097 (meters) 1201.10 (feet) ADJUSTED GZ1029 ___________________________________________________________________ GZ1029 GEOID HEIGHT- -31.39 (meters) GEOID03 GZ1029 DYNAMIC HT - 365.790 (meters) 1200.10 (feet) COMP GZ1029 MODELED GRAV- 979,782.2 (mgal) NAVD 88 GZ1029 GZ1029 VERT ORDER - SECOND CLASS 0 GZ1029 GZ1029.The horizontal coordinates were scaled from a topographic map and have GZ1029.an estimated accuracy of +/- 6 seconds. GZ1029 GZ1029.The orthometric height was determined by differential leveling GZ1029.and adjusted by the National Geodetic Survey in June 1991. GZ1029 GZ1029.The geoid height was determined by GEOID03. GZ1029 GZ1029.The dynamic height is computed by dividing the NAVD 88 GZ1029.geopotential number by the normal gravity value computed on the GZ1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GZ1029.degrees latitude (g = 980.6199 gals.). GZ1029 GZ1029.The modeled gravity was interpolated from observed gravity values. GZ1029 GZ1029; North East Units Estimated Accuracy GZ1029;SPC KY1Z - 1,098,140. 1,582,870. MT (+/- 180 meters Scaled) GZ1029 GZ1029 SUPERSEDED SURVEY CONTROL GZ1029 GZ1029 NGVD 29 (??/??/92) 366.216 (m) 1201.49 (f) ADJ UNCH 2 0 GZ1029 GZ1029.Superseded values are not recommended for survey control. GZ1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GZ1029.See file dsdata.txt to determine how the superseded data were derived. GZ1029 GZ1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG937208(NAD 83) GZ1029_MARKER: DB = BENCH MARK DISK GZ1029_SETTING: 30 = SET IN A LIGHT STRUCTURE GZ1029_SP_SET: CULVERT GZ1029_STAMPING: F 219 1951 1201.494 GZ1029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GZ1029 GZ1029 HISTORY - Date Condition Report By GZ1029 HISTORY - 1951 MONUMENTED CGS GZ1029 HISTORY - 1958 GOOD NGS GZ1029 HISTORY - 1981 GOOD KYDT GZ1029 HISTORY - 20050503 MARK NOT FOUND KYDT GZ1029 GZ1029 STATION DESCRIPTION GZ1029 GZ1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 GZ1029'1 MI S FROM GILPIN. GZ1029'ABOUT 0.95 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE GZ1029'AND CROSSROADS AT ARGYLE, ABOUT 0.1 MILE SOUTH OF A DIM GZ1029'CROSSROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST HEAD GZ1029'WALL OF A 6-FOOT CONCRETE BOX CULVERT, 16 FEET WEST OF THE GZ1029'CENTER LINE OF THE ROAD AND ABOUT 3 FEET BELOW THE ROAD. GZ1029 GZ1029 STATION RECOVERY (1958) GZ1029 GZ1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 GZ1029'RECOVERED IN GOOD CONDITION. GZ1029 GZ1029 STATION RECOVERY (1981) GZ1029 GZ1029'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981 GZ1029'RECOVERED IN GOOD CONDITION. GZ1029 GZ1029 STATION RECOVERY (2005) GZ1029 GZ1029'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH) GZ1029'THIS CULVERT HAS BEEN EXTENDED 4 TO 5 FEET ON BOTH ENDS APPROXIMATELY GZ1029'4 TO 5 YEARS AGO, MARK IF STILL IN ORIGINAL HEADWALL WOULD BE COVERED GZ1029'4 TO 5 FEET. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 GZ0899 *********************************************************************** GZ0899 DESIGNATION - G 218 GZ0899 PID - GZ0899 GZ0899 STATE/COUNTY- KY/CASEY GZ0899 USGS QUAD - EUBANK (1976) GZ0899 GZ0899 *CURRENT SURVEY CONTROL GZ0899 ___________________________________________________________________ GZ0899* NAD 83(1986)- 37 19 13. (N) 084 44 01. (W) SCALED GZ0899* NAVD 88 - 383.476 (meters) 1258.12 (feet) ADJUSTED GZ0899 ___________________________________________________________________ GZ0899 GEOID HEIGHT- -31.45 (meters) GEOID03 GZ0899 DYNAMIC HT - 383.164 (meters) 1257.10 (feet) COMP GZ0899 MODELED GRAV- 979,804.8 (mgal) NAVD 88 GZ0899 GZ0899 VERT ORDER - SECOND CLASS 0 GZ0899 GZ0899.The horizontal coordinates were scaled from a topographic map and have GZ0899.an estimated accuracy of +/- 6 seconds. GZ0899 GZ0899.The orthometric height was determined by differential leveling GZ0899.and adjusted by the National Geodetic Survey in June 1991. GZ0899 GZ0899.The geoid height was determined by GEOID03. GZ0899 GZ0899.The dynamic height is computed by dividing the NAVD 88 GZ0899.geopotential number by the normal gravity value computed on the GZ0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GZ0899.degrees latitude (g = 980.6199 gals.). GZ0899 GZ0899.The modeled gravity was interpolated from observed gravity values. GZ0899 GZ0899; North East Units Estimated Accuracy GZ0899;SPC KY1Z - 1,110,030. 1,590,080. MT (+/- 180 meters Scaled) GZ0899 GZ0899 SUPERSEDED SURVEY CONTROL GZ0899 GZ0899 NGVD 29 (??/??/92) 383.603 (m) 1258.54 (f) ADJ UNCH 2 0 GZ0899 GZ0899.Superseded values are not recommended for survey control. GZ0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GZ0899.See file dsdata.txt to determine how the superseded data were derived. GZ0899 GZ0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG008328(NAD 83) GZ0899_MARKER: DB = BENCH MARK DISK GZ0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GZ0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT GZ0899_STAMPING: G 218 1951 1258.537 GZ0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GZ0899+STABILITY: SURFACE MOTION GZ0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GZ0899+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005 GZ0899 GZ0899 HISTORY - Date Condition Report By GZ0899 HISTORY - 1951 MONUMENTED CGS GZ0899 HISTORY - 1958 GOOD NGS GZ0899 HISTORY - 20050510 GOOD KYDT GZ0899 GZ0899 STATION DESCRIPTION GZ0899 GZ0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 GZ0899'3.2 MI S FROM DUNCAN. GZ0899'ABOUT 0.3 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE LOCUST GZ0899'GROVE BAPTIST CHURCH AT DUNCAN, THENCE ABOUT 2.85 MILES GZ0899'SOUTHEAST AND SOUTH ALONG A GRAVEL ROAD, ABOUT 0.1 MILE SOUTHWEST GZ0899'OF THE ROAD JUNCTION AT WALLTOWN, ABOUT 3.6 MILES NORTHEAST OF GZ0899'THE CROSSROADS AND MT. OLIVE CHRISTIAN CHURCH AT HUMPHREY, 241 GZ0899'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF J.F. WALLS GZ0899'RESIDENCE, 29 FEET WEST OF THE CENTER LINE OF THE ROAD, 6 1/2 GZ0899'FEET SOUTHEAST OF THE CENTER LINE OF A DRIVE TO WALLS RESIDENCE, GZ0899'10 FEET WEST-NORTHWEST OF A POWER POLE, 2 FEET NORTH OF A FENCE GZ0899'LINE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 3 GZ0899'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST GZ0899'PROJECTING 3 INCHES. GZ0899 GZ0899 STATION RECOVERY (1958) GZ0899 GZ0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 GZ0899'RECOVERED IN GOOD CONDITION. GZ0899 GZ0899 STATION RECOVERY (2005) GZ0899 GZ0899'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH) GZ0899'MARK IS AT A FARM DRIVE, 8.5 FEET WEST OF SOUTH KY RECC POWER POLE GZ0899'137440, 1.5 FEET NORTHEAST OF GUY ANCHOR FOR POLE, 1.5 FEET EAST OF GZ0899'SOUTH GATE POST, 2 FEET ABOVE ROAD, PROJECTING 1 INCH. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 GZ1025 *********************************************************************** GZ1025 DESIGNATION - H 219 GZ1025 PID - GZ1025 GZ1025 STATE/COUNTY- KY/CASEY GZ1025 USGS QUAD - MINTONVILLE (1976) GZ1025 GZ1025 *CURRENT SURVEY CONTROL GZ1025 ___________________________________________________________________ GZ1025* NAD 83(1986)- 37 14 24. (N) 084 49 58. (W) SCALED GZ1025* NAVD 88 - 290.040 (meters) 951.57 (feet) ADJUSTED GZ1025 ___________________________________________________________________ GZ1025 GEOID HEIGHT- -31.50 (meters) GEOID03 GZ1025 DYNAMIC HT - 289.800 (meters) 950.79 (feet) COMP GZ1025 MODELED GRAV- 979,795.5 (mgal) NAVD 88 GZ1025 GZ1025 VERT ORDER - SECOND CLASS 0 GZ1025 GZ1025.The horizontal coordinates were scaled from a topographic map and have GZ1025.an estimated accuracy of +/- 6 seconds. GZ1025 GZ1025.The orthometric height was determined by differential leveling GZ1025.and adjusted by the National Geodetic Survey in June 1991. GZ1025 GZ1025.The geoid height was determined by GEOID03. GZ1025 GZ1025.The dynamic height is computed by dividing the NAVD 88 GZ1025.geopotential number by the normal gravity value computed on the GZ1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GZ1025.degrees latitude (g = 980.6199 gals.). GZ1025 GZ1025.The modeled gravity was interpolated from observed gravity values. GZ1025 GZ1025; North East Units Estimated Accuracy GZ1025;SPC KY1Z - 1,101,030. 1,581,380. MT (+/- 180 meters Scaled) GZ1025 GZ1025 SUPERSEDED SURVEY CONTROL GZ1025 GZ1025 NGVD 29 (??/??/92) 290.164 (m) 951.98 (f) ADJ UNCH 2 0 GZ1025 GZ1025.Superseded values are not recommended for survey control. GZ1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GZ1025.See file dsdata.txt to determine how the superseded data were derived. GZ1025 GZ1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG922236(NAD 83) GZ1025_MARKER: DB = BENCH MARK DISK GZ1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GZ1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT GZ1025_STAMPING: H 219 1951 951.980 GZ1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GZ1025+STABILITY: SURFACE MOTION GZ1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GZ1025+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005 GZ1025 GZ1025 HISTORY - Date Condition Report By GZ1025 HISTORY - 1951 MONUMENTED CGS GZ1025 HISTORY - 1958 GOOD NGS GZ1025 HISTORY - 20050503 GOOD KYDT GZ1025 GZ1025 STATION DESCRIPTION GZ1025 GZ1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 GZ1025'2 MI NW FROM ARGYLE. GZ1025'ABOUT 1.95 MILES NORTHWEST ALONG A DIRT ROAD FROM THE POST GZ1025'OFFICE AND CROSSROADS AT ARGYLE, ABOUT 0.8 MILE EAST OF GZ1025'JONATHAN FORK SCHOOL BUILDING, ABOUT 0.2 MILE WEST OF A DIM GZ1025'ROAD NORTHEAST, AT A ROAD NORTH, 57 FEET SOUTHEAST OF THE GZ1025'CENTER OF THE JUNCTION, 58 FEET NORTHEAST OF THE NORTHEAST GZ1025'CORNER OF A HOUSE OWNED BY AVERY BUIS, 68 FEET EAST OF A WELL, GZ1025'26 FEET SOUTH OF THE CENTER LINE OF ROAD, 4 1/2 FEET SOUTH OF A GZ1025'FENCE CORNER, 1 1/2 FEET WEST OF A FENCE LINE, 2 FEET NORTH OF A GZ1025'WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE ROAD AND SET IN THE GZ1025'TOP OF A CONCRETE POST PROJECTING 4 INCHES. NOTE-- THE MARK GZ1025'IS IN THE NORTHWEST CORNER OF A BARN LOT, 6 FEET SOUTH OF THE GZ1025'EAST-WEST FENCE, AND 7 FEET EAST OF THE NORTH-SOUTH FENCE. GZ1025 GZ1025 STATION RECOVERY (1958) GZ1025 GZ1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 GZ1025'RECOVERED IN GOOD CONDITION. GZ1025 GZ1025 STATION RECOVERY (2005) GZ1025 GZ1025'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH) GZ1025'MARK IS 12 FEET NORTH OF A FENCE CORNER, A BLUE AND WHITE MOBILE HOME GZ1025'SITS ON THIS LOT NOW. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 GZ1026 *********************************************************************** GZ1026 DESIGNATION - J 219 GZ1026 PID - GZ1026 GZ1026 STATE/COUNTY- KY/CASEY GZ1026 USGS QUAD - MINTONVILLE (1976) GZ1026 GZ1026 *CURRENT SURVEY CONTROL GZ1026 ___________________________________________________________________ GZ1026* NAD 83(1986)- 37 14 25. (N) 084 50 58. (W) SCALED GZ1026* NAVD 88 - 271.495 (meters) 890.73 (feet) ADJUSTED GZ1026 ___________________________________________________________________ GZ1026 GEOID HEIGHT- -31.54 (meters) GEOID03 GZ1026 DYNAMIC HT - 271.271 (meters) 889.99 (feet) COMP GZ1026 MODELED GRAV- 979,801.4 (mgal) NAVD 88 GZ1026 GZ1026 VERT ORDER - SECOND CLASS 0 GZ1026 GZ1026.The horizontal coordinates were scaled from a topographic map and have GZ1026.an estimated accuracy of +/- 6 seconds. GZ1026 GZ1026.The orthometric height was determined by differential leveling GZ1026.and adjusted by the National Geodetic Survey in June 1991. GZ1026 GZ1026.The geoid height was determined by GEOID03. GZ1026 GZ1026.The dynamic height is computed by dividing the NAVD 88 GZ1026.geopotential number by the normal gravity value computed on the GZ1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GZ1026.degrees latitude (g = 980.6199 gals.). GZ1026 GZ1026.The modeled gravity was interpolated from observed gravity values. GZ1026 GZ1026; North East Units Estimated Accuracy GZ1026;SPC KY1Z - 1,101,040. 1,579,900. MT (+/- 180 meters Scaled) GZ1026 GZ1026 SUPERSEDED SURVEY CONTROL GZ1026 GZ1026 NGVD 29 (??/??/92) 271.622 (m) 891.15 (f) ADJ UNCH 2 0 GZ1026 GZ1026.Superseded values are not recommended for survey control. GZ1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GZ1026.See file dsdata.txt to determine how the superseded data were derived. GZ1026 GZ1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG907236(NAD 83) GZ1026_MARKER: DB = BENCH MARK DISK GZ1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GZ1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT GZ1026_STAMPING: J 219 1951 891.147 GZ1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GZ1026+STABILITY: SURFACE MOTION GZ1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GZ1026+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005 GZ1026 GZ1026 HISTORY - Date Condition Report By GZ1026 HISTORY - 1951 MONUMENTED CGS GZ1026 HISTORY - 1958 GOOD NGS GZ1026 HISTORY - 20050503 GOOD KYDT GZ1026 GZ1026 STATION DESCRIPTION GZ1026 GZ1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 GZ1026'3 MI W FROM ARGYLE. GZ1026'ABOUT 2.95 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE GZ1026'AND CROSSROADS AT ARGYLE, ABOUT 0.2 MILE WEST OF JONATHAN FORK GZ1026'SCHOOL BUILDING, AT THE JUNCTION OF A ROAD SOUTH, 49 FEET GZ1026'SOUTH OF THE CENTER LINE OF THE ROAD, 27 FEET EAST OF THE GZ1026'CENTER LINE OF ROAD SOUTH, 7 FEET SOUTH OF A POWER POLE, 1 1/2 GZ1026'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW GZ1026'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 GZ1026'INCHES. NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AT GILPIN GZ1026'BY GOING ABOUT 0.75 MILE SOUTHWEST ALONG A GRAVEL ROAD, THENCE GZ1026'ABOUT 2.65 MILES EAST ALONG A DIRT ROAD LEADING TO ARGYLE. GZ1026 GZ1026 STATION RECOVERY (1958) GZ1026 GZ1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 GZ1026'RECOVERED IN GOOD CONDITION. GZ1026 GZ1026 STATION RECOVERY (2005) GZ1026 GZ1026'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH) GZ1026'MARK IS BURIED 2 INCHES. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 GZ1027 *********************************************************************** GZ1027 DESIGNATION - K 219 GZ1027 PID - GZ1027 GZ1027 STATE/COUNTY- KY/CASEY GZ1027 USGS QUAD - MINTONVILLE (1976) GZ1027 GZ1027 *CURRENT SURVEY CONTROL GZ1027 ___________________________________________________________________ GZ1027* NAD 83(1986)- 37 14 29. (N) 084 51 51. (W) SCALED GZ1027* NAVD 88 - 267.831 (meters) 878.71 (feet) ADJUSTED GZ1027 ___________________________________________________________________ GZ1027 GEOID HEIGHT- -31.57 (meters) GEOID03 GZ1027 DYNAMIC HT - 267.612 (meters) 877.99 (feet) COMP GZ1027 MODELED GRAV- 979,807.2 (mgal) NAVD 88 GZ1027 GZ1027 VERT ORDER - SECOND CLASS 0 GZ1027 GZ1027.The horizontal coordinates were scaled from a topographic map and have GZ1027.an estimated accuracy of +/- 6 seconds. GZ1027 GZ1027.The orthometric height was determined by differential leveling GZ1027.and adjusted by the National Geodetic Survey in June 1991. GZ1027 GZ1027.The geoid height was determined by GEOID03. GZ1027 GZ1027.The dynamic height is computed by dividing the NAVD 88 GZ1027.geopotential number by the normal gravity value computed on the GZ1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GZ1027.degrees latitude (g = 980.6199 gals.). GZ1027 GZ1027.The modeled gravity was interpolated from observed gravity values. GZ1027 GZ1027; North East Units Estimated Accuracy GZ1027;SPC KY1Z - 1,101,150. 1,578,600. MT (+/- 180 meters Scaled) GZ1027 GZ1027 SUPERSEDED SURVEY CONTROL GZ1027 GZ1027 NGVD 29 (??/??/92) 267.961 (m) 879.14 (f) ADJ UNCH 2 0 GZ1027 GZ1027.Superseded values are not recommended for survey control. GZ1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GZ1027.See file dsdata.txt to determine how the superseded data were derived. GZ1027 GZ1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG894237(NAD 83) GZ1027_MARKER: DB = BENCH MARK DISK GZ1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GZ1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT GZ1027_STAMPING: K 219 1951 879.135 GZ1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GZ1027+STABILITY: SURFACE MOTION GZ1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GZ1027+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005 GZ1027 GZ1027 HISTORY - Date Condition Report By GZ1027 HISTORY - 1951 MONUMENTED CGS GZ1027 HISTORY - 1958 GOOD NGS GZ1027 HISTORY - 20050503 GOOD KYDT GZ1027 GZ1027 STATION DESCRIPTION GZ1027 GZ1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 GZ1027'2.5 MI SE FROM GILPIN. GZ1027'ABOUT 0.75 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST GZ1027'OFFICE AT GILPIN, THENCE ABOUT 1.75 MILES EAST ALONG A DIRT GZ1027'ROAD LEADING TO ARGYLE, ABOUT 1.1 MILES WEST OF JONATHAN FORK GZ1027'SCHOOL BUILDING, AT THE FARM HOUSE OF FON ABEL, 84 FEET GZ1027'SOUTH AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF HOUSE, GZ1027'47 FEET SOUTHEAST AND ACROSS ROAD FROM A POWER POLE WITH A GZ1027'TRANSFORMER, 43 FEET NORTH OF THE NORTH FACE OF A BARN, 20 FEET GZ1027'SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A FENCE GZ1027'LINE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 GZ1027'FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST GZ1027'PROJECTING 3 INCHES. GZ1027 GZ1027 STATION RECOVERY (1958) GZ1027 GZ1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 GZ1027'RECOVERED IN GOOD CONDITION. GZ1027 GZ1027 STATION RECOVERY (2005) GZ1027 GZ1027'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH) GZ1027'MARK IS DIRECTLY SOUTH AND ACROSS ROAD FROM 24 INCH FORKED MAPLE. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 GZ1028 *********************************************************************** GZ1028 DESIGNATION - L 219 GZ1028 PID - GZ1028 GZ1028 STATE/COUNTY- KY/CASEY GZ1028 USGS QUAD - PHIL (1953) GZ1028 GZ1028 *CURRENT SURVEY CONTROL GZ1028 ___________________________________________________________________ GZ1028* NAD 83(1986)- 37 14 35. (N) 084 52 55. (W) SCALED GZ1028* NAVD 88 - 255.912 (meters) 839.60 (feet) ADJUSTED GZ1028 ___________________________________________________________________ GZ1028 GEOID HEIGHT- -31.61 (meters) GEOID03 GZ1028 DYNAMIC HT - 255.705 (meters) 838.93 (feet) COMP GZ1028 MODELED GRAV- 979,813.2 (mgal) NAVD 88 GZ1028 GZ1028 VERT ORDER - SECOND CLASS 0 GZ1028 GZ1028.The horizontal coordinates were scaled from a topographic map and have GZ1028.an estimated accuracy of +/- 6 seconds. GZ1028 GZ1028.The orthometric height was determined by differential leveling GZ1028.and adjusted by the National Geodetic Survey in June 1991. GZ1028 GZ1028.The geoid height was determined by GEOID03. GZ1028 GZ1028.The dynamic height is computed by dividing the NAVD 88 GZ1028.geopotential number by the normal gravity value computed on the GZ1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GZ1028.degrees latitude (g = 980.6199 gals.). GZ1028 GZ1028.The modeled gravity was interpolated from observed gravity values. GZ1028 GZ1028; North East Units Estimated Accuracy GZ1028;SPC KY1Z - 1,101,320. 1,577,020. MT (+/- 180 meters Scaled) GZ1028 GZ1028 SUPERSEDED SURVEY CONTROL GZ1028 GZ1028 NGVD 29 (??/??/92) 256.044 (m) 840.04 (f) ADJ UNCH 2 0 GZ1028 GZ1028.Superseded values are not recommended for survey control. GZ1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GZ1028.See file dsdata.txt to determine how the superseded data were derived. GZ1028 GZ1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG878239(NAD 83) GZ1028_MARKER: DB = BENCH MARK DISK GZ1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GZ1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT GZ1028_STAMPING: L 219 1951 840.038 GZ1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GZ1028+STABILITY: SURFACE MOTION GZ1028 GZ1028 HISTORY - Date Condition Report By GZ1028 HISTORY - 1951 MONUMENTED CGS GZ1028 HISTORY - 1958 GOOD NGS GZ1028 HISTORY - 20050503 MARK NOT FOUND KYDT GZ1028 GZ1028 STATION DESCRIPTION GZ1028 GZ1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 GZ1028'1.4 MI S FROM GILPIN. GZ1028'ABOUT 0.75 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST GZ1028'OFFICE AT GILPIN, THENCE ABOUT 0.7 MILE EAST ALONG A DIRT ROAD, GZ1028'ABOUT 0.4 MILE EAST OF A CHURCH, AT A ROAD SOUTH, 46 FEET GZ1028'SOUTH-SOUTHWEST OF THE CENTER OF THE JUNCTION, 40 FEET SOUTH GZ1028'OF THE CENTER LINE OF THE ROAD, 15 FEET WEST OF THE CENTER LINE GZ1028'OF ROAD SOUTH, 9 FEET NORTHWEST OF A CLUSTER OF FIVE 4-INCH GUM GZ1028'TREES, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT GZ1028'1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST GZ1028'PROJECTING 4 INCHES. GZ1028 GZ1028 STATION RECOVERY (1958) GZ1028 GZ1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 GZ1028'RECOVERED IN GOOD CONDITION. GZ1028 GZ1028 STATION RECOVERY (2005) GZ1028 GZ1028'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH) GZ1028'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 GZ1030 *********************************************************************** GZ1030 DESIGNATION - M 219 GZ1030 PID - GZ1030 GZ1030 STATE/COUNTY- KY/CASEY GZ1030 USGS QUAD - MINTONVILLE (1976) GZ1030 GZ1030 *CURRENT SURVEY CONTROL GZ1030 ___________________________________________________________________ GZ1030* NAD 83(1986)- 37 12 17. (N) 084 49 00. (W) SCALED GZ1030* NAVD 88 - 400.069 (meters) 1312.56 (feet) ADJUSTED GZ1030 ___________________________________________________________________ GZ1030 GEOID HEIGHT- -31.36 (meters) GEOID03 GZ1030 DYNAMIC HT - 399.734 (meters) 1311.46 (feet) COMP GZ1030 MODELED GRAV- 979,781.8 (mgal) NAVD 88 GZ1030 GZ1030 VERT ORDER - SECOND CLASS 0 GZ1030 GZ1030.The horizontal coordinates were scaled from a topographic map and have GZ1030.an estimated accuracy of +/- 6 seconds. GZ1030 GZ1030.The orthometric height was determined by differential leveling GZ1030.and adjusted by the National Geodetic Survey in June 1991. GZ1030 GZ1030.The geoid height was determined by GEOID03. GZ1030 GZ1030.The dynamic height is computed by dividing the NAVD 88 GZ1030.geopotential number by the normal gravity value computed on the GZ1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GZ1030.degrees latitude (g = 980.6199 gals.). GZ1030 GZ1030.The modeled gravity was interpolated from observed gravity values. GZ1030 GZ1030; North East Units Estimated Accuracy GZ1030;SPC KY1Z - 1,097,130. 1,582,850. MT (+/- 180 meters Scaled) GZ1030 GZ1030 SUPERSEDED SURVEY CONTROL GZ1030 GZ1030 NGVD 29 (??/??/92) 400.187 (m) 1312.95 (f) ADJ UNCH 2 0 GZ1030 GZ1030.Superseded values are not recommended for survey control. GZ1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GZ1030.See file dsdata.txt to determine how the superseded data were derived. GZ1030 GZ1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG937198(NAD 83) GZ1030_MARKER: DB = BENCH MARK DISK GZ1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GZ1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT GZ1030_STAMPING: M 219 1951 1312.947 GZ1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GZ1030+STABILITY: SURFACE MOTION GZ1030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GZ1030+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005 GZ1030 GZ1030 HISTORY - Date Condition Report By GZ1030 HISTORY - 1951 MONUMENTED CGS GZ1030 HISTORY - 1958 GOOD NGS GZ1030 HISTORY - 1981 GOOD KYDT GZ1030 HISTORY - 20050503 GOOD KYDT GZ1030 GZ1030 STATION DESCRIPTION GZ1030 GZ1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 GZ1030'1.6 MI S FROM GILPIN. GZ1030'ABOUT 1.6 MILES SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE GZ1030'AND CROSSROADS AT ARGYLE, AT THE RESIDENCE OF JOHN ROY, 48 1/2 GZ1030'FEET WEST OF THE NORTHWEST CORNER OF HOUSE, 34 FEET EAST OF THE GZ1030'CENTER LINE OF THE ROAD, 28 1/2 FEET SOUTH AND ACROSS A DRIVE GZ1030'FROM THE SOUTHWEST CORNER OF A CONCRETE BLOCK STORM CELLAR, GZ1030'28 FEET SOUTH-SOUTHEAST OF A POWER POLE, 12 FEET SOUTH OF THE CENTER GZ1030'LINE OF DRIVE, 1 1/2 FEET WEST OF YARD FENCE LINE, 2 FEET GZ1030'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE ROAD GZ1030'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. GZ1030 GZ1030 STATION RECOVERY (1958) GZ1030 GZ1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 GZ1030'RECOVERED IN GOOD CONDITION. GZ1030 GZ1030 STATION RECOVERY (1981) GZ1030 GZ1030'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981 GZ1030'RECOVERED IN GOOD CONDITION. GZ1030 GZ1030 STATION RECOVERY (2005) GZ1030 GZ1030'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH) GZ1030'MARK IS 83 FEET WEST OF NORTHWEST CORNER OF A HOUSE. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 GZ1015 *********************************************************************** GZ1015 DESIGNATION - T 217 GZ1015 PID - GZ1015 GZ1015 STATE/COUNTY- KY/CASEY GZ1015 USGS QUAD - SCIENCE HILL (1961) GZ1015 GZ1015 *CURRENT SURVEY CONTROL GZ1015 ___________________________________________________________________ GZ1015* NAD 83(1986)- 37 14 09. (N) 084 44 19. (W) SCALED GZ1015* NAVD 88 - 351.433 (meters) 1152.99 (feet) ADJUSTED GZ1015 ___________________________________________________________________ GZ1015 GEOID HEIGHT- -31.19 (meters) GEOID03 GZ1015 DYNAMIC HT - 351.149 (meters) 1152.06 (feet) COMP GZ1015 MODELED GRAV- 979,811.9 (mgal) NAVD 88 GZ1015 GZ1015 VERT ORDER - SECOND CLASS 0 GZ1015 GZ1015.The horizontal coordinates were scaled from a topographic map and have GZ1015.an estimated accuracy of +/- 6 seconds. GZ1015 GZ1015.The orthometric height was determined by differential leveling GZ1015.and adjusted by the National Geodetic Survey in June 1991. GZ1015 GZ1015.The geoid height was determined by GEOID03. GZ1015 GZ1015.The dynamic height is computed by dividing the NAVD 88 GZ1015.geopotential number by the normal gravity value computed on the GZ1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GZ1015.degrees latitude (g = 980.6199 gals.). GZ1015 GZ1015.The modeled gravity was interpolated from observed gravity values. GZ1015 GZ1015; North East Units Estimated Accuracy GZ1015;SPC KY1Z - 1,100,650. 1,589,740. MT (+/- 180 meters Scaled) GZ1015 GZ1015 SUPERSEDED SURVEY CONTROL GZ1015 GZ1015 NGVD 29 (??/??/92) 351.568 (m) 1153.44 (f) ADJ UNCH 2 0 GZ1015 GZ1015.Superseded values are not recommended for survey control. GZ1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GZ1015.See file dsdata.txt to determine how the superseded data were derived. GZ1015 GZ1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG006234(NAD 83) GZ1015_MARKER: DB = BENCH MARK DISK GZ1015_SETTING: 66 = SET IN ROCK OUTCROP GZ1015_SP_SET: ROCK OUTCROP GZ1015_STAMPING: T 217 1951 GZ1015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD GZ1015+STABILITY: POSITION/ELEVATION WELL GZ1015_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GZ1015+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005 GZ1015 GZ1015 HISTORY - Date Condition Report By GZ1015 HISTORY - 1951 MONUMENTED CGS GZ1015 HISTORY - 1958 GOOD NGS GZ1015 HISTORY - 20050509 GOOD KYDT GZ1015 GZ1015 STATION DESCRIPTION GZ1015 GZ1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 GZ1015'1.2 MI SE FROM BETHELRIDGE. GZ1015'ABOUT 1.25 MILES SOUTHEAST ALONG A HIGHWAY (STATE HIGHWAY 70 OR GZ1015'635) FROM THE POST OFFICE AND SCHOOL AT BETHELRIDGE, SET IN THE GZ1015'TOP OF AN OUTCROP OF ROCK, ABOUT 0.85 MILE WEST OF THE GZ1015'CASEY-PULASKI COUNTY LINE, 74 FEET NORTHEAST OF THE CENTER OF GZ1015'THE JUNCTION OF HIGHWAY AND DRIVE NORTH TO A BARN, 72 FEET GZ1015'EAST OF THE CENTER LINE OF DRIVE NORTH TO BARN, 26 FEET NORTH GZ1015'OF THE CENTER LINE OF HIGHWAY AT JUNCTION OF DRIVE SOUTHEAST TO GZ1015'A WHITE FRAME HOUSE, 17 FEET NORTHWEST OF THE CENTER LINE OF A DIM GZ1015'ROAD NORTHEAST, 27 FEET SOUTHWEST OF A TRIPLE TRUNK OAK TREE, GZ1015'AND ABOUT LEVEL WITH HIGHWAY. NOTE-- THE MARK IS 1.3 MILES GZ1015'NORTHWEST ALONG STATE HIGHWAY 70 FROM THE JUNCTION OF STATE GZ1015'HIGHWAY 635 SOUTHEAST. GZ1015 GZ1015 STATION RECOVERY (1958) GZ1015 GZ1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 GZ1015'RECOVERED IN GOOD CONDITION. GZ1015 GZ1015 STATION RECOVERY (2005) GZ1015 GZ1015'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH) GZ1015'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 GZ0898 *********************************************************************** GZ0898 DESIGNATION - TT 5 DWP GZ0898 PID - GZ0898 GZ0898 STATE/COUNTY- KY/CASEY GZ0898 USGS QUAD - EUBANK (1976) GZ0898 GZ0898 *CURRENT SURVEY CONTROL GZ0898 ___________________________________________________________________ GZ0898* NAD 83(1986)- 37 19 40. (N) 084 43 54. (W) SCALED GZ0898* NAVD 88 - 393.250 (meters) 1290.19 (feet) ADJUSTED GZ0898 ___________________________________________________________________ GZ0898 GEOID HEIGHT- -31.47 (meters) GEOID03 GZ0898 DYNAMIC HT - 392.931 (meters) 1289.14 (feet) COMP GZ0898 MODELED GRAV- 979,807.5 (mgal) NAVD 88 GZ0898 GZ0898 VERT ORDER - SECOND CLASS 0 GZ0898 GZ0898.The horizontal coordinates were scaled from a topographic map and have GZ0898.an estimated accuracy of +/- 6 seconds. GZ0898 GZ0898.The orthometric height was determined by differential leveling GZ0898.and adjusted by the National Geodetic Survey in June 1991. GZ0898 GZ0898.The geoid height was determined by GEOID03. GZ0898 GZ0898.The dynamic height is computed by dividing the NAVD 88 GZ0898.geopotential number by the normal gravity value computed on the GZ0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GZ0898.degrees latitude (g = 980.6199 gals.). GZ0898 GZ0898.The modeled gravity was interpolated from observed gravity values. GZ0898 GZ0898; North East Units Estimated Accuracy GZ0898;SPC KY1Z - 1,110,860. 1,590,250. MT (+/- 180 meters Scaled) GZ0898 GZ0898 SUPERSEDED SURVEY CONTROL GZ0898 GZ0898 NGVD 29 (??/??/92) 393.378 (m) 1290.61 (f) ADJ UNCH 2 0 GZ0898 GZ0898.Superseded values are not recommended for survey control. GZ0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GZ0898.See file dsdata.txt to determine how the superseded data were derived. GZ0898 GZ0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG009336(NAD 83) GZ0898_MARKER: DD = SURVEY DISK GZ0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GZ0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT GZ0898_STAMPING: TT 5 DWP 1951 1290.608 GZ0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GZ0898+STABILITY: SURFACE MOTION GZ0898 GZ0898 HISTORY - Date Condition Report By GZ0898 HISTORY - 1951 MONUMENTED USGS GZ0898 HISTORY - 1951 GOOD NGS GZ0898 HISTORY - 1958 GOOD NGS GZ0898 HISTORY - 20050510 MARK NOT FOUND KYDT GZ0898 GZ0898 STATION DESCRIPTION GZ0898 GZ0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951 GZ0898'2.6 MI S FROM DUNCAN. GZ0898'ABOUT 0.3 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE LOCUST GZ0898'GROVE BAPTIST CHURCH AT DUNCAN, THENCE ABOUT 2.3 MILES SOUTHEAST GZ0898'AND SOUTH ALONG A GRAVEL ROAD, ABOUT 0.25 MILE SOUTH OF THE GZ0898'JUNCTION OF A ROAD WEST, ABOUT 0.45 MILE NORTH OF THE ROAD GZ0898'JUNCTION AT WALLTOWN, ABOUT 0.15 MILE NORTH OF A CHURCH, 310 GZ0898'FEET SOUTH AND ACROSS ROAD FROM THE SOUTHEAST CORNER OF A WHITE GZ0898'FRAME HOUSE, 101 1/2 FEET EAST AND ACROSS ROAD FROM A POWER GZ0898'POLE, 96 FEET NORTHEAST OF A FENCE CORNER, 42 FEET WEST-SOUTHWEST GZ0898'OF A LONE TRIPLE TRUNK APPLE TREE, 22 FEET SOUTHEAST OF THE GZ0898'CENTER LINE OF THE ROAD, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN GZ0898'WITNESS POST, 1 1/2 FEET NORTHWEST OF A FENCE LINE, ABOUT 6 GZ0898'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST GZ0898'PROJECTING 4 INCHES. GZ0898 GZ0898 STATION RECOVERY (1958) GZ0898 GZ0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 GZ0898'RECOVERED IN GOOD CONDITION. GZ0898 GZ0898 STATION RECOVERY (2005) GZ0898 GZ0898'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH) GZ0898'THIS LOT HAS BEEN GRADED AND A DRIVE CUT IN TO MOBILE HOME AT GZ0898'LOCATION, CONSIDER DESTROYED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 GZ1018 *********************************************************************** GZ1018 DESIGNATION - TT 7 DWP GZ1018 PID - GZ1018 GZ1018 STATE/COUNTY- KY/CASEY GZ1018 USGS QUAD - MINTONVILLE (1976) GZ1018 GZ1018 *CURRENT SURVEY CONTROL GZ1018 ___________________________________________________________________ GZ1018* NAD 83(1986)- 37 13 12. (N) 084 45 52. (W) SCALED GZ1018* NAVD 88 - 288.305 (meters) 945.88 (feet) ADJUSTED GZ1018 ___________________________________________________________________ GZ1018 GEOID HEIGHT- -31.24 (meters) GEOID03 GZ1018 DYNAMIC HT - 288.068 (meters) 945.10 (feet) COMP GZ1018 MODELED GRAV- 979,798.2 (mgal) NAVD 88 GZ1018 GZ1018 VERT ORDER - SECOND CLASS 0 GZ1018 GZ1018.The horizontal coordinates were scaled from a topographic map and have GZ1018.an estimated accuracy of +/- 6 seconds. GZ1018 GZ1018.The orthometric height was determined by differential leveling GZ1018.and adjusted by the National Geodetic Survey in June 1991. GZ1018 GZ1018.The geoid height was determined by GEOID03. GZ1018 GZ1018.The dynamic height is computed by dividing the NAVD 88 GZ1018.geopotential number by the normal gravity value computed on the GZ1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GZ1018.degrees latitude (g = 980.6199 gals.). GZ1018 GZ1018.The modeled gravity was interpolated from observed gravity values. GZ1018 GZ1018; North East Units Estimated Accuracy GZ1018;SPC KY1Z - 1,098,870. 1,587,470. MT (+/- 180 meters Scaled) GZ1018 GZ1018 SUPERSEDED SURVEY CONTROL GZ1018 GZ1018 NGVD 29 (??/??/92) 288.434 (m) 946.30 (f) ADJ UNCH 2 0 GZ1018 GZ1018.Superseded values are not recommended for survey control. GZ1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GZ1018.See file dsdata.txt to determine how the superseded data were derived. GZ1018 GZ1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG983216(NAD 83) GZ1018_MARKER: DD = SURVEY DISK GZ1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GZ1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT GZ1018_STAMPING: TT 7 DWP 1951 946.304 GZ1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GZ1018+STABILITY: SURFACE MOTION GZ1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GZ1018+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005 GZ1018 GZ1018 HISTORY - Date Condition Report By GZ1018 HISTORY - 1951 MONUMENTED USGS GZ1018 HISTORY - 1951 GOOD NGS GZ1018 HISTORY - 1958 GOOD NGS GZ1018 HISTORY - 1981 GOOD KYDT GZ1018 HISTORY - 20050503 GOOD KYDT GZ1018 GZ1018 STATION DESCRIPTION GZ1018 GZ1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951 GZ1018'1.4 MI SW FROM BETHELRIDGE. GZ1018'ABOUT 1.45 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE POST OFFICE GZ1018'AND SCHOOL AT BETHELRIDGE, AT A SMALL FRAME HOUSE COVERED WITH GZ1018'IMITATION TAN BRICK SIDING, 74 FEET SOUTH-SOUTHEAST FROM THE GZ1018'SOUTH CORNER OF HOUSE, 46 FEET EAST AND ACROSS ROAD FROM A GZ1018'16-INCH HICKORY TREE, 36 FEET SOUTHEAST OF THE CENTER OF A FORD GZ1018'ACROSS A SMALL STREAM, 16 FEET NORTHEAST OF THE CENTER LINE OF GZ1018'THE ROAD, 4 FEET SOUTHEAST OF A POWER POLE, 2 FEET SOUTHEAST OF GZ1018'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE ROAD AND GZ1018'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES. GZ1018 GZ1018 STATION RECOVERY (1958) GZ1018 GZ1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 GZ1018'RECOVERED IN GOOD CONDITION. GZ1018 GZ1018 STATION RECOVERY (1981) GZ1018 GZ1018'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981 GZ1018'RECOVERED IN GOOD CONDITION. GZ1018 GZ1018 STATION RECOVERY (2005) GZ1018 GZ1018'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH) GZ1018'MARK IS 26 YARDS NORTH AND ACROSS ROAD FROM A TELEPHONE POLE, 25 FEET GZ1018'WEST OF SOUTHWEST CORNER OF WOOD SHED, FLUSH WITH GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 GZ1016 *********************************************************************** GZ1016 DESIGNATION - U 217 GZ1016 PID - GZ1016 GZ1016 STATE/COUNTY- KY/CASEY GZ1016 USGS QUAD - MINTONVILLE (1976) GZ1016 GZ1016 *CURRENT SURVEY CONTROL GZ1016 ___________________________________________________________________ GZ1016* NAD 83(1986)- 37 13 58. (N) 084 45 17. (W) SCALED GZ1016* NAVD 88 - 344.031 (meters) 1128.71 (feet) ADJUSTED GZ1016 ___________________________________________________________________ GZ1016 GEOID HEIGHT- -31.24 (meters) GEOID03 GZ1016 DYNAMIC HT - 343.749 (meters) 1127.78 (feet) COMP GZ1016 MODELED GRAV- 979,803.2 (mgal) NAVD 88 GZ1016 GZ1016 VERT ORDER - SECOND CLASS 0 GZ1016 GZ1016.The horizontal coordinates were scaled from a topographic map and have GZ1016.an estimated accuracy of +/- 6 seconds. GZ1016 GZ1016.The orthometric height was determined by differential leveling GZ1016.and adjusted by the National Geodetic Survey in June 1991. GZ1016 GZ1016.The geoid height was determined by GEOID03. GZ1016 GZ1016.The dynamic height is computed by dividing the NAVD 88 GZ1016.geopotential number by the normal gravity value computed on the GZ1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GZ1016.degrees latitude (g = 980.6199 gals.). GZ1016 GZ1016.The modeled gravity was interpolated from observed gravity values. GZ1016 GZ1016; North East Units Estimated Accuracy GZ1016;SPC KY1Z - 1,100,300. 1,588,320. MT (+/- 180 meters Scaled) GZ1016 GZ1016 SUPERSEDED SURVEY CONTROL GZ1016 GZ1016 NGVD 29 (??/??/92) 344.162 (m) 1129.14 (f) ADJ UNCH 2 0 GZ1016 GZ1016.Superseded values are not recommended for survey control. GZ1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GZ1016.See file dsdata.txt to determine how the superseded data were derived. GZ1016 GZ1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG991230(NAD 83) GZ1016_MARKER: DB = BENCH MARK DISK GZ1016_SETTING: 30 = SET IN A LIGHT STRUCTURE GZ1016_SP_SET: CULVERT GZ1016_STAMPING: U 217 1951 1129.138 GZ1016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GZ1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GZ1016+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005 GZ1016 GZ1016 HISTORY - Date Condition Report By GZ1016 HISTORY - 1951 MONUMENTED CGS GZ1016 HISTORY - 1958 GOOD NGS GZ1016 HISTORY - 1981 GOOD KYDT GZ1016 HISTORY - 20050503 GOOD KYDT GZ1016 GZ1016 STATION DESCRIPTION GZ1016 GZ1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 GZ1016'0.3 MI E FROM BETHELRIDGE. GZ1016'ABOUT 0.3 MILE EAST ALONG A HIGHWAY (HIGHWAY 70 OR 635) FROM GZ1016'THE POST OFFICE AND SCHOOL AT BETHELRIDGE, ABOUT 0.1 MILE GZ1016'WEST OF BETHELRIDGE METHODIST CHURCH, SET IN THE TOP OF THE GZ1016'EAST END OF THE SOUTH HEAD WALL OF A 6-FOOT CONCRETE BOX GZ1016'CULVERT, 16 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND GZ1016'ABOUT LEVEL WITH HIGHWAY. GZ1016 GZ1016 STATION RECOVERY (1958) GZ1016 GZ1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 GZ1016'RECOVERED IN GOOD CONDITION. GZ1016 GZ1016 STATION RECOVERY (1981) GZ1016 GZ1016'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1981 GZ1016'RECOVERED IN GOOD CONDITION. GZ1016 GZ1016 STATION RECOVERY (2005) GZ1016 GZ1016'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH) GZ1016'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 GZ0896 *********************************************************************** GZ0896 DESIGNATION - W 218 GZ0896 PID - GZ0896 GZ0896 STATE/COUNTY- KY/CASEY GZ0896 USGS QUAD - EUBANK (1976) GZ0896 GZ0896 *CURRENT SURVEY CONTROL GZ0896 ___________________________________________________________________ GZ0896* NAD 83(1986)- 37 20 43. (N) 084 43 19. (W) SCALED GZ0896* NAVD 88 - 388.676 (meters) 1275.18 (feet) ADJUSTED GZ0896 ___________________________________________________________________ GZ0896 GEOID HEIGHT- -31.49 (meters) GEOID03 GZ0896 DYNAMIC HT - 388.363 (meters) 1274.15 (feet) COMP GZ0896 MODELED GRAV- 979,812.4 (mgal) NAVD 88 GZ0896 GZ0896 VERT ORDER - SECOND CLASS 0 GZ0896 GZ0896.The horizontal coordinates were scaled from a topographic map and have GZ0896.an estimated accuracy of +/- 6 seconds. GZ0896 GZ0896.The orthometric height was determined by differential leveling GZ0896.and adjusted by the National Geodetic Survey in June 1991. GZ0896 GZ0896.The geoid height was determined by GEOID03. GZ0896 GZ0896.The dynamic height is computed by dividing the NAVD 88 GZ0896.geopotential number by the normal gravity value computed on the GZ0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GZ0896.degrees latitude (g = 980.6199 gals.). GZ0896 GZ0896.The modeled gravity was interpolated from observed gravity values. GZ0896 GZ0896; North East Units Estimated Accuracy GZ0896;SPC KY1Z - 1,112,810. 1,591,090. MT (+/- 180 meters Scaled) GZ0896 GZ0896 SUPERSEDED SURVEY CONTROL GZ0896 GZ0896 NGVD 29 (??/??/92) 388.805 (m) 1275.60 (f) ADJ UNCH 2 0 GZ0896 GZ0896.Superseded values are not recommended for survey control. GZ0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GZ0896.See file dsdata.txt to determine how the superseded data were derived. GZ0896 GZ0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG017356(NAD 83) GZ0896_MARKER: DB = BENCH MARK DISK GZ0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GZ0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT GZ0896_STAMPING: W 218 1951 1275.604 GZ0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GZ0896+STABILITY: SURFACE MOTION GZ0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GZ0896+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005 GZ0896 GZ0896 HISTORY - Date Condition Report By GZ0896 HISTORY - 1951 MONUMENTED CGS GZ0896 HISTORY - 1958 POOR NGS GZ0896 HISTORY - 20050510 GOOD KYDT GZ0896 GZ0896 STATION DESCRIPTION GZ0896 GZ0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 GZ0896'1.3 MI S FROM DUNCAN. GZ0896'ABOUT 0.3 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM LOCUST GROVE GZ0896'BAPTIST CHURCH AT DUNCAN, THENCE ABOUT 1.0 MILE SOUTHEAST AND GZ0896'SOUTH ALONG A GRAVEL ROAD, AT A HOUSE OWNED BY JESS HAMILTON, GZ0896'211 FEET NORTH OF THE CENTER OF THE JUNCTION OF A ROAD SOUTHEAST, GZ0896'62 FEET EAST OF THE CENTER OF A WELL, 31 FEET WEST OF THE CENTER GZ0896'LINE OF THE ROAD, 62 FEET EAST OF THE CENTER OF A WELL, 31 FEET GZ0896'WEST OF THE CENTER LINE OF THE ROAD, 26 FEET NORTHEAST OF THE GZ0896'NORTHEAST CORNER OF HOUSE, 9 FEET WEST OF A FENCE CORNER, 1 1/2 GZ0896'FEET SOUTH OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN GZ0896'WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD AND SET IN THE TOP OF GZ0896'A CONCRETE POST PROJECTING 3 INCHES. GZ0896 GZ0896 STATION RECOVERY (1958) GZ0896 GZ0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 GZ0896'MARK RECOVERED IN POOR CONDITION. GZ0896 GZ0896 STATION RECOVERY (2005) GZ0896 GZ0896'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH) GZ0896'MARK IS AT A GRAY VINYL SIDED 1 STORY HOUSE, 61.3 FEET NORTHEAST OF GZ0896'NORTHEAST CORNER OF HOUSE, 14 FEET NORTHEAST OF THE NORTH ONE OF TWO GZ0896'50 INCH MAPLE TREES, PROJECTING 1 INCH. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 GZ1032 *********************************************************************** GZ1032 DESIGNATION - X 216 GZ1032 PID - GZ1032 GZ1032 STATE/COUNTY- KY/CASEY GZ1032 USGS QUAD - MINTONVILLE (1976) GZ1032 GZ1032 *CURRENT SURVEY CONTROL GZ1032 ___________________________________________________________________ GZ1032* NAD 83(1986)- 37 10 42. (N) 084 48 50. (W) SCALED GZ1032* NAVD 88 - 362.451 (meters) 1189.14 (feet) ADJUSTED GZ1032 ___________________________________________________________________ GZ1032 GEOID HEIGHT- -31.27 (meters) GEOID03 GZ1032 DYNAMIC HT - 362.150 (meters) 1188.15 (feet) COMP GZ1032 MODELED GRAV- 979,789.1 (mgal) NAVD 88 GZ1032 GZ1032 VERT ORDER - SECOND CLASS 0 GZ1032 GZ1032.The horizontal coordinates were scaled from a topographic map and have GZ1032.an estimated accuracy of +/- 6 seconds. GZ1032 GZ1032.The orthometric height was determined by differential leveling GZ1032.and adjusted by the National Geodetic Survey in June 1991. GZ1032 GZ1032.The geoid height was determined by GEOID03. GZ1032 GZ1032.The dynamic height is computed by dividing the NAVD 88 GZ1032.geopotential number by the normal gravity value computed on the GZ1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GZ1032.degrees latitude (g = 980.6199 gals.). GZ1032 GZ1032.The modeled gravity was interpolated from observed gravity values. GZ1032 GZ1032; North East Units Estimated Accuracy GZ1032;SPC KY1Z - 1,094,200. 1,583,130. MT (+/- 180 meters Scaled) GZ1032 GZ1032 SUPERSEDED SURVEY CONTROL GZ1032 GZ1032 NGVD 29 (??/??/92) 362.570 (m) 1189.53 (f) ADJ UNCH 2 0 GZ1032 GZ1032.Superseded values are not recommended for survey control. GZ1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GZ1032.See file dsdata.txt to determine how the superseded data were derived. GZ1032 GZ1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFG940168(NAD 83) GZ1032_MARKER: DB = BENCH MARK DISK GZ1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GZ1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT GZ1032_STAMPING: X 216 1951 1189.532 GZ1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GZ1032+STABILITY: SURFACE MOTION GZ1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GZ1032+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005 GZ1032 GZ1032 HISTORY - Date Condition Report By GZ1032 HISTORY - 1951 MONUMENTED CGS GZ1032 HISTORY - 1958 GOOD NGS GZ1032 HISTORY - 20050503 GOOD KYDT GZ1032 GZ1032 STATION DESCRIPTION GZ1032 GZ1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 GZ1032'0.2 MI NW FROM MINTONVILLE. GZ1032'ABOUT 0.15 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE POST GZ1032'OFFICE AT MINTONVILLE, 182 FEET NORTH OF THE NORTHEAST CORNER GZ1032'OF THE ARTHUR SAYERS RESIDENCE, 113 FEET SOUTHEAST OF THE GZ1032'JUNCTION OF A DIM ROAD SOUTHWEST, 52 FEET SOUTH OF THE CENTER GZ1032'LINE OF THE ROAD, 32 FEET EAST OF THE CENTER LINE OF A DRIVE GZ1032'SOUTH, 7 1/21 FEET NORTH OF A 12-INCH FORKED APPLE TREE, 2 FEET GZ1032'WEST OF A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS GZ1032'POST, ABOUT 3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A GZ1032'CONCRETE POST PROJECTING 4 INCHES. GZ1032 GZ1032 STATION RECOVERY (1958) GZ1032 GZ1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 GZ1032'RECOVERED IN GOOD CONDITION. GZ1032 GZ1032 STATION RECOVERY (2005) GZ1032 GZ1032'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH) GZ1032'MARK IS AT BASE OF A FLOWERING BUSH. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 GZ0934 *********************************************************************** GZ0934 DESIGNATION - Y 217 GZ0934 PID - GZ0934 GZ0934 STATE/COUNTY- KY/CASEY GZ0934 USGS QUAD - EUBANK (1976) GZ0934 GZ0934 *CURRENT SURVEY CONTROL GZ0934 ___________________________________________________________________ GZ0934* NAD 83(1986)- 37 20 57. (N) 084 44 12. (W) SCALED GZ0934* NAVD 88 - 384.157 (meters) 1260.36 (feet) ADJUSTED GZ0934 ___________________________________________________________________ GZ0934 GEOID HEIGHT- -31.55 (meters) GEOID03 GZ0934 DYNAMIC HT - 383.846 (meters) 1259.33 (feet) COMP GZ0934 MODELED GRAV- 979,811.1 (mgal) NAVD 88 GZ0934 GZ0934 VERT ORDER - SECOND CLASS 0 GZ0934 GZ0934.The horizontal coordinates were scaled from a topographic map and have GZ0934.an estimated accuracy of +/- 6 seconds. GZ0934 GZ0934.The orthometric height was determined by differential leveling GZ0934.and adjusted by the National Geodetic Survey in June 1991. GZ0934 GZ0934.The geoid height was determined by GEOID03. GZ0934 GZ0934.The dynamic height is computed by dividing the NAVD 88 GZ0934.geopotential number by the normal gravity value computed on the GZ0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GZ0934.degrees latitude (g = 980.6199 gals.). GZ0934 GZ0934.The modeled gravity was interpolated from observed gravity values. GZ0934 GZ0934; North East Units Estimated Accuracy GZ0934;SPC KY1Z - 1,113,230. 1,589,780. MT (+/- 180 meters Scaled) GZ0934 GZ0934 SUPERSEDED SURVEY CONTROL GZ0934 GZ0934 NGVD 29 (??/??/92) 384.285 (m) 1260.78 (f) ADJ UNCH 2 0 GZ0934 GZ0934.Superseded values are not recommended for survey control. GZ0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GZ0934.See file dsdata.txt to determine how the superseded data were derived. GZ0934 GZ0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGG004360(NAD 83) GZ0934_MARKER: DB = BENCH MARK DISK GZ0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GZ0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT GZ0934_STAMPING: Y 217 1951 1260.775 GZ0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GZ0934+STABILITY: SURFACE MOTION GZ0934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GZ0934+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005 GZ0934 GZ0934 HISTORY - Date Condition Report By GZ0934 HISTORY - 1951 MONUMENTED CGS GZ0934 HISTORY - 1958 GOOD NGS GZ0934 HISTORY - 20050510 GOOD KYDT GZ0934 GZ0934 STATION DESCRIPTION GZ0934 GZ0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 GZ0934'1.2 MI SW FROM DUNCAN. GZ0934'ABOUT 1.15 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM LOCUST GROVE GZ0934'BAPTIST CHURCH AT DUNCAN, ABOUT 0.35 MILE SOUTHWEST OF A SMALL GZ0934'CEMETERY, ABOUT 0.45 MILE NORTHEAST OF THE JUNCTION OF A DIRT ROAD GZ0934'NORTHWEST, AT JUNIOR MC QUEENS FARM HOUSE, 35 FEET SOUTH OF THE GZ0934'CENTER OF THE JUNCTION OF A ROAD WEST, 32 FEET SOUTHEAST OF THE GZ0934'CENTER LINE OF THE ROAD, 52 FEET NORTH-NORTHWEST OF THE NORTH GZ0934'CORNER OF HOUSE, 10 FEET SOUTHWEST OF A POWER POLE ON BRANCH LINE GZ0934'TO HOUSE, 2 FEET SOUTHWEST OF A FENCE CORNER, 1 1/2 FEET SOUTHWEST GZ0934'OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE ROAD GZ0934'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. GZ0934 GZ0934 STATION RECOVERY (1958) GZ0934 GZ0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 GZ0934'RECOVERED IN GOOD CONDITION. GZ0934 GZ0934 STATION RECOVERY (2005) GZ0934 GZ0934'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2005 (RDH) GZ0934'MARK IS 6 FEET SOUTH OF 24 INCH MAPLE TREE, 4 FEET SOUTHWEST OF A GZ0934'FENCE CORNER, 1.5 FEET ABOVE ROAD, 0.5 FEET NORTHEAST OF A BOARD GZ0934'FENCE.