1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0307 *********************************************************************** BE0307 DESIGNATION - 11 JWM USGS BE0307 PID - BE0307 BE0307 STATE/COUNTY- FL/JACKSON BE0307 USGS QUAD - MARIANNA (1994) BE0307 BE0307 *CURRENT SURVEY CONTROL BE0307 ___________________________________________________________________ BE0307* NAD 83(1986)- 30 47 33. (N) 085 08 06. (W) SCALED BE0307* NAVD 88 - 34.820 (meters) 114.24 (feet) ADJUSTED BE0307 ___________________________________________________________________ BE0307 GEOID HEIGHT- -28.19 (meters) GEOID99 BE0307 DYNAMIC HT - 34.775 (meters) 114.09 (feet) COMP BE0307 MODELED GRAV- 979,342.1 (mgal) NAVD 88 BE0307 BE0307 VERT ORDER - SECOND CLASS 0 BE0307 BE0307.The horizontal coordinates were scaled from a topographic map and have BE0307.an estimated accuracy of +/- 6 seconds. BE0307 BE0307.The orthometric height was determined by differential leveling BE0307.and adjusted by the National Geodetic Survey in June 1991. BE0307 BE0307.The geoid height was determined by GEOID99. BE0307 BE0307.The dynamic height is computed by dividing the NAVD 88 BE0307.geopotential number by the normal gravity value computed on the BE0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0307.degrees latitude (g = 980.6199 gals.). BE0307 BE0307.The modeled gravity was interpolated from observed gravity values. BE0307 BE0307; North East Units Estimated Accuracy BE0307;SPC FL N - 198,870. 539,220. MT (+/- 180 meters Scaled) BE0307 BE0307 SUPERSEDED SURVEY CONTROL BE0307 BE0307 NGVD 29 - 34.950 (m) 114.67 (f) ADJ UNCH 2 0 BE0307 BE0307.Superseded values are not recommended for survey control. BE0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0307.See file dsdata.txt to determine how the superseded data were derived. BE0307 BE0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV784080(NAD 83) BE0307_MARKER: DD = SURVEY DISK BE0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0307_STAMPING: 11 JWM 1951 115 BE0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0307+STABILITY: SURFACE MOTION BE0307 BE0307 HISTORY - Date Condition Report By BE0307 HISTORY - 1951 MONUMENTED USGS BE0307 HISTORY - 1960 GOOD NGS BE0307 HISTORY - 19910423 GOOD USPSQD BE0307 HISTORY - 19970715 MARK NOT FOUND USPSQD BE0307 HISTORY - 20010331 MARK NOT FOUND NGS BE0307 HISTORY - 20010331 MARK NOT FOUND NGS BE0307 HISTORY - 20010331 MARK NOT FOUND NGS BE0307 HISTORY - 20010331 MARK NOT FOUND NGS BE0307 HISTORY - 20010331 MARK NOT FOUND NGS BE0307 HISTORY - 20010331 MARK NOT FOUND NGS BE0307 BE0307 STATION DESCRIPTION BE0307 BE0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 BE0307'6.4 MI NE FROM MARIANNA. BE0307'1.6 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE AT BE0307'MARIANNA, THENCE 1.2 MILES NORTH ALONG STATE HIGHWAY 71, THENCE BE0307'3.6 MILES NORTHEAST ALONG STATE HIGHWAY 164, AT A JUNCTION WITH BE0307'A NORTH AND SOUTH GRADED DIRT ROAD, AT A JUNCTION WITH STATE BE0307'HIGHWAY 164A, 47 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY BE0307'164, 28 FEET SOUTHWEST OF THE EXTENDED CENTERLINE OF STATE HIGHWAY BE0307'164A, 27 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, 4.5 FEET BE0307'SOUTH SOUTHWEST OF A FENCE CORNER, 2.5 FEET NORTH OF A POWER BE0307'POLE, 1.2 FEET EAST OF A STEEL WITNESS POST, SET IN THE TOP BE0307'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND. BE0307 BE0307 STATION RECOVERY (1991) BE0307 BE0307'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE0307'RECOVERED IN GOOD CONDITION. BE0307 BE0307 STATION RECOVERY (1997) BE0307 BE0307'RECOVERY NOTE BY US POWER SQUADRON 1997 BE0307'MARK NOT FOUND. BE0307 BE0307 STATION RECOVERY (2001) BE0307 BE0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0307'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0307 BE0307 STATION RECOVERY (2001) BE0307 BE0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0307'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0307 BE0307 STATION RECOVERY (2001) BE0307 BE0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0307'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0307 BE0307 STATION RECOVERY (2001) BE0307 BE0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0307'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0307 BE0307 STATION RECOVERY (2001) BE0307 BE0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0307'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0307 BE0307 STATION RECOVERY (2001) BE0307 BE0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0307'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE1588 *********************************************************************** BE1588 DESIGNATION - 13 JWM USGS RESET 1979 BE1588 PID - BE1588 BE1588 STATE/COUNTY- FL/JACKSON BE1588 USGS QUAD - FAIRCHILD (1994) BE1588 BE1588 *CURRENT SURVEY CONTROL BE1588 ___________________________________________________________________ BE1588* NAD 83(1986)- 30 48 15. (N) 084 59 35. (W) SCALED BE1588* NAVD 88 - 26.00 (+/-2cm) 85.3 (feet) VERTCON BE1588 ___________________________________________________________________ BE1588 GEOID HEIGHT- -28.21 (meters) GEOID99 BE1588 BE1588 VERT ORDER - THIRD (See Below) BE1588 BE1588.The horizontal coordinates were scaled from a topographic map and have BE1588.an estimated accuracy of +/- 6 seconds. BE1588 BE1588.The NAVD 88 height was computed by applying the VERTCON shift value to BE1588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BE1588.The vertical order pertains to the superseded datum. BE1588 BE1588.The geoid height was determined by GEOID99. BE1588 BE1588; North East Units Estimated Accuracy BE1588;SPC FL N - 200,100. 552,820. MT (+/- 180 meters Scaled) BE1588 BE1588 SUPERSEDED SURVEY CONTROL BE1588 BE1588 NGVD 29 - 26.13 (m) 85.7 (f) RESET 3 BE1588 BE1588.Superseded values are not recommended for survey control. BE1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE1588.See file dsdata.txt to determine how the superseded data were derived. BE1588 BE1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV920096(NAD 83) BE1588_MARKER: DB = BENCH MARK DISK BE1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE1588_STAMPING: 13 JWM RESET 1979 BE1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE1588+STABILITY: SURFACE MOTION BE1588 BE1588 HISTORY - Date Condition Report By BE1588 HISTORY - 1979 MONUMENTED NGS BE1588 BE1588 STATION DESCRIPTION BE1588 BE1588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 BE1588'8.7 MI NORTH FROM GRAND RIDGE. BE1588'6.2 MILES NORTH AND NORTHWEST ALONG STATE HIGHWAY 69 FROM BE1588'ITS JUNCTION WITH U.S. HIGHWAY 90 IN GRAND RIDGE, THENCE 2.5 MILES BE1588'EAST ALONG MAIN DIRT ROAD TO CROSSROADS, 75.0 FEET SOUTHWEST OF BE1588'CENTER OF ROAD JUNCTION, 57.0 FEET SOUTH OF THE CENTER OF THE BE1588'EAST-WEST ROAD, 51.5 FEET WEST OF THE CENTER OF THE NORTH-SOUTH BE1588'ROAD, AND 1.0 FOOT SOUTHWEST OF A CONCRETE RIGHT-OF-WAY POST. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0407 *********************************************************************** BE0407 DESIGNATION - 20 USE RESET 1963 BE0407 PID - BE0407 BE0407 STATE/COUNTY- FL/JACKSON BE0407 USGS QUAD - FAIRCHILD (1994) BE0407 BE0407 *CURRENT SURVEY CONTROL BE0407 ___________________________________________________________________ BE0407* NAD 83(1986)- 30 50 54. (N) 084 57 24. (W) SCALED BE0407* NAVD 88 - 32.10 (meters) 105.3 (feet) RESET BE0407 ___________________________________________________________________ BE0407 GEOID HEIGHT- -28.13 (meters) GEOID99 BE0407 BE0407 VERT ORDER - THIRD BE0407 BE0407.The horizontal coordinates were scaled from a topographic map and have BE0407.an estimated accuracy of +/- 6 seconds. BE0407 BE0407.The orthometric height was computed from unverified reset data. BE0407 BE0407.The geoid height was determined by GEOID99. BE0407 BE0407; North East Units Estimated Accuracy BE0407;SPC FL N - 204,980. 556,320. MT (+/- 180 meters Scaled) BE0407 BE0407 SUPERSEDED SURVEY CONTROL BE0407 BE0407 NGVD 29 - 32.23 (m) 105.7 (f) RESET 3 BE0407 BE0407.Superseded values are not recommended for survey control. BE0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0407.See file dsdata.txt to determine how the superseded data were derived. BE0407 BE0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV953145(NAD 83) BE0407_MARKER: DB = BENCH MARK DISK BE0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0407_STAMPING: 20 1952 RESET BE0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0407+STABILITY: SURFACE MOTION BE0407 BE0407 HISTORY - Date Condition Report By BE0407 HISTORY - 1963 MONUMENTED DOD BE0407 HISTORY - 1963 GOOD NGS BE0407 HISTORY - 20010331 MARK NOT FOUND NGS BE0407 BE0407 STATION DESCRIPTION BE0407 BE0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 BE0407'10.2 MI N FROM SNEADS. BE0407'ABOUT 10.15 MILES NORTH ALONG A BLACK-TOP ROAD LEADING TO BE0407'LUCY, ALABAMA FROM ITS JUNCTION WITH U.S. HIGHWAY 90 AT SNEADS, BE0407'77 FEET WEST OF THE CENTER OF THE ROAD, 100 FEET SOUTHWEST OF BE0407'POWER POLE NO. 20 AND 1.5 FEET WEST OF A WITNESS POST, A STANDARD BE0407'CORPS OF ENGINEERS DISK SET IN THE TOP OF A CONCRETE MONUMENT BE0407'PROJECTING 4 INCHES. BE0407 BE0407 STATION RECOVERY (2001) BE0407 BE0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0407'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0144 *********************************************************************** BE0144 DESIGNATION - 44 WSM USGS BE0144 PID - BE0144 BE0144 STATE/COUNTY- FL/JACKSON BE0144 USGS QUAD - SILLS (1994) BE0144 BE0144 *CURRENT SURVEY CONTROL BE0144 ___________________________________________________________________ BE0144* NAD 83(1986)- 30 53 05. (N) 085 20 14. (W) SCALED BE0144* NAVD 88 - 38.071 (meters) 124.90 (feet) ADJUSTED BE0144 ___________________________________________________________________ BE0144 GEOID HEIGHT- -27.87 (meters) GEOID99 BE0144 DYNAMIC HT - 38.022 (meters) 124.74 (feet) COMP BE0144 MODELED GRAV- 979,365.2 (mgal) NAVD 88 BE0144 BE0144 VERT ORDER - SECOND CLASS 0 BE0144 BE0144.The horizontal coordinates were scaled from a topographic map and have BE0144.an estimated accuracy of +/- 6 seconds. BE0144 BE0144.The orthometric height was determined by differential leveling BE0144.and adjusted by the National Geodetic Survey in June 1991. BE0144 BE0144.The geoid height was determined by GEOID99. BE0144 BE0144.The dynamic height is computed by dividing the NAVD 88 BE0144.geopotential number by the normal gravity value computed on the BE0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0144.degrees latitude (g = 980.6199 gals.). BE0144 BE0144.The modeled gravity was interpolated from observed gravity values. BE0144 BE0144; North East Units Estimated Accuracy BE0144;SPC FL N - 209,220. 519,940. MT (+/- 180 meters Scaled) BE0144 BE0144 SUPERSEDED SURVEY CONTROL BE0144 BE0144 NGVD 29 - 38.186 (m) 125.28 (f) ADJ UNCH 2 0 BE0144 BE0144.Superseded values are not recommended for survey control. BE0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0144.See file dsdata.txt to determine how the superseded data were derived. BE0144 BE0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV589180(NAD 83) BE0144_MARKER: DD = SURVEY DISK BE0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0144_STAMPING: 44 WSM 1948 125 BE0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0144+STABILITY: SURFACE MOTION BE0144 BE0144 HISTORY - Date Condition Report By BE0144 HISTORY - 1948 MONUMENTED USGS BE0144 HISTORY - 1964 GOOD NGS BE0144 HISTORY - 19910508 MARK NOT FOUND USPSQD BE0144 HISTORY - 20010331 MARK NOT FOUND NGS BE0144 HISTORY - 20010331 MARK NOT FOUND NGS BE0144 HISTORY - 20010331 MARK NOT FOUND NGS BE0144 BE0144 STATION DESCRIPTION BE0144 BE0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 BE0144'6.8 MI SE FROM CAMPBELLTON. BE0144'ABOUT 4.9 MILES SOUTH ALONG U.S. HIGHWAY 231 FROM THE WATER BE0144'TANK IN CAMPBELLTON, THENCE EAST 1.8 MILE ALONG STATE ROAD 162, BE0144'THENCE SOUTH 0.15 MILE ALONG A DIRT ROAD, 193 FEET SOUTHEAST OF BE0144'AND ACROSS THE ROAD FROM THE EAST STONE CHIMNEY OF A YELLOW FRAME BE0144'HOUSE, 30 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 10 FEET BE0144'NORTHEAST OF A GATE AND 1.5 FOOT SOUTHWEST OF A WITNESS SIGN. BE0144'A STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A BE0144'CONCRETE POST PROJECTING 4 INCHES. BE0144 BE0144 STATION RECOVERY (1991) BE0144 BE0144'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE0144'MARK NOT FOUND. BE0144 BE0144 STATION RECOVERY (2001) BE0144 BE0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0144'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0144 BE0144 STATION RECOVERY (2001) BE0144 BE0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0144'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0144 BE0144 STATION RECOVERY (2001) BE0144 BE0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 BE0144'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0151 *********************************************************************** BE0151 DESIGNATION - 51 WSM USGS BE0151 PID - BE0151 BE0151 STATE/COUNTY- FL/JACKSON BE0151 USGS QUAD - SILLS (1994) BE0151 BE0151 *CURRENT SURVEY CONTROL BE0151 ___________________________________________________________________ BE0151* NAD 83(1986)- 30 52 45. (N) 085 17 45. (W) SCALED BE0151* NAVD 88 - 33.446 (meters) 109.73 (feet) ADJUSTED BE0151 ___________________________________________________________________ BE0151 GEOID HEIGHT- -27.91 (meters) GEOID99 BE0151 DYNAMIC HT - 33.403 (meters) 109.59 (feet) COMP BE0151 MODELED GRAV- 979,363.4 (mgal) NAVD 88 BE0151 BE0151 VERT ORDER - SECOND CLASS 0 BE0151 BE0151.The horizontal coordinates were scaled from a topographic map and have BE0151.an estimated accuracy of +/- 6 seconds. BE0151 BE0151.The orthometric height was determined by differential leveling BE0151.and adjusted by the National Geodetic Survey in June 1991. BE0151 BE0151.The geoid height was determined by GEOID99. BE0151 BE0151.The dynamic height is computed by dividing the NAVD 88 BE0151.geopotential number by the normal gravity value computed on the BE0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0151.degrees latitude (g = 980.6199 gals.). BE0151 BE0151.The modeled gravity was interpolated from observed gravity values. BE0151 BE0151; North East Units Estimated Accuracy BE0151;SPC FL N - 208,570. 523,900. MT (+/- 180 meters Scaled) BE0151 BE0151 SUPERSEDED SURVEY CONTROL BE0151 BE0151 NGVD 29 - 33.564 (m) 110.12 (f) ADJ UNCH 2 0 BE0151 BE0151.Superseded values are not recommended for survey control. BE0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0151.See file dsdata.txt to determine how the superseded data were derived. BE0151 BE0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV629174(NAD 83) BE0151_MARKER: DD = SURVEY DISK BE0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0151_STAMPING: 51 WSM 1948 110 BE0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0151+STABILITY: SURFACE MOTION BE0151 BE0151 HISTORY - Date Condition Report By BE0151 HISTORY - 1948 MONUMENTED USGS BE0151 HISTORY - 1964 GOOD NGS BE0151 HISTORY - 19910508 GOOD USPSQD BE0151 HISTORY - 20010331 GOOD NGS BE0151 HISTORY - 20010331 GOOD NGS BE0151 HISTORY - 20010331 GOOD NGS BE0151 BE0151 STATION DESCRIPTION BE0151 BE0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 BE0151'9.3 MI SE FROM CAMPBELLTON. BE0151'ABOUT 4.9 MILES SOUTH ALONG U.S. HIGHWAY 231 FROM THE WATER TANK BE0151'AT CAMPBELLTON, THENCE 4.4 MILES EAST ALONG STATE ROAD 162, BE0151'0.55 MILE EAST OF PLEASANT GROVE CHURCH, 75 FEET NORTH OF THE BE0151'CENTER OF THE ROAD, 14 FEET SOUTH OF A 14-INCH OAK TREE, 12 FEET BE0151'SOUTHEAST OF A 28-INCH OAK TREE AND 1 FOOT NORTH OF A WITNESS BE0151'SIGN. A U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A CONCRETE BE0151'POST PROJECTING 5 INCHES. BE0151 BE0151 STATION RECOVERY (1991) BE0151 BE0151'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE0151'RECOVERED IN GOOD CONDITION. BE0151 BE0151 STATION RECOVERY (2001) BE0151 BE0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0151'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0151 BE0151 STATION RECOVERY (2001) BE0151 BE0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0151'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0151 BE0151 STATION RECOVERY (2001) BE0151 BE0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 BE0151'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0129 *********************************************************************** BE0129 DESIGNATION - 56 WSM USGS BE0129 PID - BE0129 BE0129 STATE/COUNTY- FL/JACKSON BE0129 USGS QUAD - SILLS (1994) BE0129 BE0129 *CURRENT SURVEY CONTROL BE0129 ___________________________________________________________________ BE0129* NAD 83(1986)- 30 58 13. (N) 085 17 02. (W) SCALED BE0129* NAVD 88 - 44.976 (meters) 147.56 (feet) ADJUSTED BE0129 ___________________________________________________________________ BE0129 GEOID HEIGHT- -27.80 (meters) GEOID99 BE0129 DYNAMIC HT - 44.919 (meters) 147.37 (feet) COMP BE0129 MODELED GRAV- 979,371.9 (mgal) NAVD 88 BE0129 BE0129 VERT ORDER - SECOND CLASS 0 BE0129 BE0129.The horizontal coordinates were scaled from a topographic map and have BE0129.an estimated accuracy of +/- 6 seconds. BE0129 BE0129.The orthometric height was determined by differential leveling BE0129.and adjusted by the National Geodetic Survey in June 1991. BE0129 BE0129.The geoid height was determined by GEOID99. BE0129 BE0129.The dynamic height is computed by dividing the NAVD 88 BE0129.geopotential number by the normal gravity value computed on the BE0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0129.degrees latitude (g = 980.6199 gals.). BE0129 BE0129.The modeled gravity was interpolated from observed gravity values. BE0129 BE0129; North East Units Estimated Accuracy BE0129;SPC FL N - 218,670. 525,110. MT (+/- 180 meters Scaled) BE0129 BE0129 SUPERSEDED SURVEY CONTROL BE0129 BE0129 NGVD 29 - 45.092 (m) 147.94 (f) ADJ UNCH 2 0 BE0129 BE0129.Superseded values are not recommended for survey control. BE0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0129.See file dsdata.txt to determine how the superseded data were derived. BE0129 BE0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV638275(NAD 83) BE0129_MARKER: DD = SURVEY DISK BE0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0129_STAMPING: 56 WSM 1948 148 BE0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0129+STABILITY: SURFACE MOTION BE0129 BE0129 HISTORY - Date Condition Report By BE0129 HISTORY - 1948 MONUMENTED USGS BE0129 HISTORY - 1952 GOOD NGS BE0129 HISTORY - 20010331 MARK NOT FOUND NGS BE0129 HISTORY - 20010331 MARK NOT FOUND NGS BE0129 HISTORY - 20010331 MARK NOT FOUND NGS BE0129 BE0129 STATION DESCRIPTION BE0129 BE0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952 BE0129'9.3 MI NW FROM MALONE. BE0129'ABOUT 7.4 MILES WEST ALONG STATE HIGHWAY 2 FROM THE INTERSECTION BE0129'OF STATE HIGHWAY 71 AT MALONE, THENCE ABOUT 1.9 MILES NORTH BE0129'ALONG A GRADED ROAD, AT THE JUNCTION OF A ROAD EAST, 28 FEET BE0129'WEST OF CENTER LINE OF ROAD, 9 FEET NORTH OF EXTENDED CENTER BE0129'LINE OF ROAD EAST, 75 FEET NORTHWEST AND ACROSS ROAD FROM POWER BE0129'POLE NO. 80, 9 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF BE0129'A FENCE LINE, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A BE0129'CONCRETE POST PROJECTING 6 INCHES. BE0129 BE0129 STATION RECOVERY (2001) BE0129 BE0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0129'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0129 BE0129 STATION RECOVERY (2001) BE0129 BE0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0129'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0129 BE0129 STATION RECOVERY (2001) BE0129 BE0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0129'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0127 *********************************************************************** BE0127 DESIGNATION - 57 WSM USGS BE0127 PID - BE0127 BE0127 STATE/COUNTY- FL/JACKSON BE0127 USGS QUAD - SILLS (1994) BE0127 BE0127 *CURRENT SURVEY CONTROL BE0127 ___________________________________________________________________ BE0127* NAD 83(1986)- 30 59 33. (N) 085 17 42. (W) SCALED BE0127* NAVD 88 - 39.919 (meters) 130.97 (feet) ADJUSTED BE0127 ___________________________________________________________________ BE0127 GEOID HEIGHT- -27.75 (meters) GEOID99 BE0127 DYNAMIC HT - 39.869 (meters) 130.80 (feet) COMP BE0127 MODELED GRAV- 979,374.4 (mgal) NAVD 88 BE0127 BE0127 VERT ORDER - SECOND CLASS 0 BE0127 BE0127.The horizontal coordinates were scaled from a topographic map and have BE0127.an estimated accuracy of +/- 6 seconds. BE0127 BE0127.The orthometric height was determined by differential leveling BE0127.and adjusted by the National Geodetic Survey in June 1991. BE0127 BE0127.The geoid height was determined by GEOID99. BE0127 BE0127.The dynamic height is computed by dividing the NAVD 88 BE0127.geopotential number by the normal gravity value computed on the BE0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0127.degrees latitude (g = 980.6199 gals.). BE0127 BE0127.The modeled gravity was interpolated from observed gravity values. BE0127 BE0127; North East Units Estimated Accuracy BE0127;SPC FL N - 221,140. 524,070. MT (+/- 180 meters Scaled) BE0127 BE0127 SUPERSEDED SURVEY CONTROL BE0127 BE0127 NGVD 29 - 40.034 (m) 131.34 (f) ADJ UNCH 2 0 BE0127 BE0127.Superseded values are not recommended for survey control. BE0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0127.See file dsdata.txt to determine how the superseded data were derived. BE0127 BE0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV627300(NAD 83) BE0127_MARKER: DD = SURVEY DISK BE0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0127_STAMPING: 57 WSM 1948 131 BE0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0127+STABILITY: SURFACE MOTION BE0127 BE0127 HISTORY - Date Condition Report By BE0127 HISTORY - 1948 MONUMENTED USGS BE0127 HISTORY - 1952 GOOD NGS BE0127 HISTORY - 20010331 GOOD NGS BE0127 HISTORY - 20010331 GOOD NGS BE0127 HISTORY - 20010331 GOOD NGS BE0127 HISTORY - 20010331 GOOD NGS BE0127 BE0127 STATION DESCRIPTION BE0127 BE0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952 BE0127'11 MI NW FROM MALONE. BE0127'ABOUT 7.4 MILES WEST ALONG STATE HIGHWAY 2 FROM THE INTERSECTION BE0127'OF STATE HIGHWAY 71 AT MALONE, THENCE ABOUT 3.65 MILES NORTH BE0127'ALONG A GRADED ROAD, ABOUT 0.55 MILE SOUTH OF THE JUNCTION OF BE0127'A ROAD EAST AND THE ALABAMA-FLORIDA STATE LINE, AT THE JUNCTION BE0127'OF A ROAD EAST, 44 FEET SOUTHEAST OF CENTER LINE OF ROAD, 37 FEET BE0127'NORTH OF CENTER LINE OF ROAD EAST, 28 FEET EAST OF SOUTHEAST BE0127'END OF AN 18-INCH PIPE CULVERT UNDER ROAD, 15 FEET NORTH OF A BE0127'FENCE CORNER, 1 FOOT WEST OF A FENCE LINE, 4 FEET SOUTH OF A BE0127'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND BE0127'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. BE0127 BE0127 STATION RECOVERY (2001) BE0127 BE0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0127'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0127 BE0127 STATION RECOVERY (2001) BE0127 BE0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0127'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0127 BE0127 STATION RECOVERY (2001) BE0127 BE0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0127'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0127 BE0127 STATION RECOVERY (2001) BE0127 BE0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0127'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0172 *********************************************************************** BE0172 DESIGNATION - A 127 BE0172 PID - BE0172 BE0172 STATE/COUNTY- FL/JACKSON BE0172 USGS QUAD - MALONE (1982) BE0172 BE0172 *CURRENT SURVEY CONTROL BE0172 ___________________________________________________________________ BE0172* NAD 83(1986)- 30 52 35. (N) 085 12 44. (W) SCALED BE0172* NAVD 88 - 41.693 (meters) 136.79 (feet) ADJUSTED BE0172 ___________________________________________________________________ BE0172 GEOID HEIGHT- -28.00 (meters) GEOID99 BE0172 DYNAMIC HT - 41.639 (meters) 136.61 (feet) COMP BE0172 MODELED GRAV- 979,358.5 (mgal) NAVD 88 BE0172 BE0172 VERT ORDER - SECOND CLASS 0 BE0172 BE0172.The horizontal coordinates were scaled from a topographic map and have BE0172.an estimated accuracy of +/- 6 seconds. BE0172 BE0172.The orthometric height was determined by differential leveling BE0172.and adjusted by the National Geodetic Survey in June 1991. BE0172 BE0172.The geoid height was determined by GEOID99. BE0172 BE0172.The dynamic height is computed by dividing the NAVD 88 BE0172.geopotential number by the normal gravity value computed on the BE0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0172.degrees latitude (g = 980.6199 gals.). BE0172 BE0172.The modeled gravity was interpolated from observed gravity values. BE0172 BE0172; North East Units Estimated Accuracy BE0172;SPC FL N - 208,210. 531,890. MT (+/- 180 meters Scaled) BE0172 BE0172 SUPERSEDED SURVEY CONTROL BE0172 BE0172 NGVD 29 - 41.814 (m) 137.18 (f) ADJ UNCH 2 0 BE0172 BE0172.Superseded values are not recommended for survey control. BE0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0172.See file dsdata.txt to determine how the superseded data were derived. BE0172 BE0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV709172(NAD 83) BE0172_MARKER: DB = BENCH MARK DISK BE0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0172_STAMPING: A 127 1952 BE0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0172+STABILITY: SURFACE MOTION BE0172 BE0172 HISTORY - Date Condition Report By BE0172 HISTORY - 1952 MONUMENTED CGS BE0172 HISTORY - 1989 GOOD USPSQD BE0172 HISTORY - 20010331 MARK NOT FOUND NGS BE0172 HISTORY - 20010331 MARK NOT FOUND NGS BE0172 HISTORY - 20010331 MARK NOT FOUND NGS BE0172 BE0172 STATION DESCRIPTION BE0172 BE0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 BE0172'3.1 MI NW FROM GREENWOOD. BE0172'ABOUT 2.65 MILES WEST ALONG A GRADED ROAD FROM THE SCHOOL AT BE0172'GREENWOOD, THENCE ABOUT 0.45 MILE NORTH ALONG A GRADED ROAD, BE0172'34 FEET WEST OF CENTER LINE OF ROAD, 199 FEET SOUTHEAST OF BE0172'SOUTHEAST CORNER OF A CONCRETE BLOCK HOUSE, 80 FEET NORTH OF BE0172'CENTER OF A DRIVE WEST INTO A PASTURE, 19 FEET SOUTH OF CENTER BE0172'OF A CATTLE GUARD ACROSS A DRIVE WEST, 1 FOOT EAST OF A FENCE BE0172'LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT BE0172'2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE BE0172'POST PROJECTING 2 INCHES. BE0172 BE0172 STATION RECOVERY (1989) BE0172 BE0172'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0172'RECOVERED IN GOOD CONDITION. BE0172 BE0172 STATION RECOVERY (2001) BE0172 BE0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0172'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0172 BE0172 STATION RECOVERY (2001) BE0172 BE0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0172'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0172 BE0172 STATION RECOVERY (2001) BE0172 BE0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 BE0172'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0305 *********************************************************************** BE0305 DESIGNATION - A 128 BE0305 PID - BE0305 BE0305 STATE/COUNTY- FL/JACKSON BE0305 USGS QUAD - MARIANNA (1994) BE0305 BE0305 *CURRENT SURVEY CONTROL BE0305 ___________________________________________________________________ BE0305* NAD 83(1986)- 30 47 06. (N) 085 10 20. (W) SCALED BE0305* NAVD 88 - 47.311 (meters) 155.22 (feet) ADJUSTED BE0305 ___________________________________________________________________ BE0305 GEOID HEIGHT- -28.16 (meters) GEOID99 BE0305 DYNAMIC HT - 47.250 (meters) 155.02 (feet) COMP BE0305 MODELED GRAV- 979,343.5 (mgal) NAVD 88 BE0305 BE0305 VERT ORDER - SECOND CLASS 0 BE0305 BE0305.The horizontal coordinates were scaled from a topographic map and have BE0305.an estimated accuracy of +/- 6 seconds. BE0305 BE0305.The orthometric height was determined by differential leveling BE0305.and adjusted by the National Geodetic Survey in June 1991. BE0305 BE0305.The geoid height was determined by GEOID99. BE0305 BE0305.The dynamic height is computed by dividing the NAVD 88 BE0305.geopotential number by the normal gravity value computed on the BE0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0305.degrees latitude (g = 980.6199 gals.). BE0305 BE0305.The modeled gravity was interpolated from observed gravity values. BE0305 BE0305; North East Units Estimated Accuracy BE0305;SPC FL N - 198,060. 535,660. MT (+/- 180 meters Scaled) BE0305 BE0305 SUPERSEDED SURVEY CONTROL BE0305 BE0305 NGVD 29 - 47.440 (m) 155.64 (f) ADJ UNCH 2 0 BE0305 BE0305.Superseded values are not recommended for survey control. BE0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0305.See file dsdata.txt to determine how the superseded data were derived. BE0305 BE0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV748072(NAD 83) BE0305_MARKER: DB = BENCH MARK DISK BE0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0305_STAMPING: A 128 1952 BE0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0305+STABILITY: SURFACE MOTION BE0305 BE0305 HISTORY - Date Condition Report By BE0305 HISTORY - 1952 MONUMENTED CGS BE0305 HISTORY - 1960 GOOD NGS BE0305 HISTORY - 1989 GOOD USPSQD BE0305 HISTORY - 19970715 GOOD USPSQD BE0305 HISTORY - 20010331 GOOD NGS BE0305 HISTORY - 20010331 GOOD NGS BE0305 HISTORY - 20010331 GOOD NGS BE0305 HISTORY - 20010331 GOOD NGS BE0305 HISTORY - 20010331 GOOD NGS BE0305 HISTORY - 20010331 GOOD NGS BE0305 BE0305 STATION DESCRIPTION BE0305 BE0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 BE0305'4 MI NE FROM MARIANNA. BE0305'1.6 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE BE0305'AT MARIANNA, THENCE 1.2 MILES NORTH ALONG STATE HIGHWAY 71, BE0305'THENCE 1.2 MILES NORTHEAST ALONG STATE HIGHWAY 164, 150 YARDS BE0305'SOUTHEAST OF A WHITE SHINGLED FARM HOUSE, 100 YARDS SOUTHWEST BE0305'OF A CURVE IN THE HIGHWAY, 80 FEET SOUTHWEST OF A POWER POLE, BE0305'49 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.3 FEET BE0305'NORTHWEST OF A FENCE, 1.1 FEET SOUTHWEST OF A STEEL WITNESS BE0305'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH BE0305'THE GROUND. BE0305 BE0305 STATION RECOVERY (1989) BE0305 BE0305'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0305'RECOVERED IN GOOD CONDITION. BE0305 BE0305 STATION RECOVERY (1997) BE0305 BE0305'RECOVERY NOTE BY US POWER SQUADRON 1997 BE0305'RECOVERED IN GOOD CONDITION. BE0305 BE0305 STATION RECOVERY (2001) BE0305 BE0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0305'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0305 BE0305 STATION RECOVERY (2001) BE0305 BE0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0305'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0305 BE0305 STATION RECOVERY (2001) BE0305 BE0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0305'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0305 BE0305 STATION RECOVERY (2001) BE0305 BE0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0305'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0305 BE0305 STATION RECOVERY (2001) BE0305 BE0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0305'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0305 BE0305 STATION RECOVERY (2001) BE0305 BE0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0305'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE1903 *********************************************************************** BE1903 DESIGNATION - A 394 BE1903 PID - BE1903 BE1903 STATE/COUNTY- FL/JACKSON BE1903 USGS QUAD - COTTONDALE EAST (1994) BE1903 BE1903 *CURRENT SURVEY CONTROL BE1903 ___________________________________________________________________ BE1903* NAD 83(1986)- 30 50 49. (N) 085 20 53. (W) SCALED BE1903* NAVD 88 - 35.410 (meters) 116.17 (feet) ADJUSTED BE1903 ___________________________________________________________________ BE1903 GEOID HEIGHT- -27.89 (meters) GEOID99 BE1903 DYNAMIC HT - 35.365 (meters) 116.03 (feet) COMP BE1903 MODELED GRAV- 979,362.9 (mgal) NAVD 88 BE1903 BE1903 VERT ORDER - FIRST CLASS II BE1903 BE1903.The horizontal coordinates were scaled from a topographic map and have BE1903.an estimated accuracy of +/- 6 seconds. BE1903 BE1903.The orthometric height was determined by differential leveling BE1903.and adjusted by the National Geodetic Survey in June 1991. BE1903 BE1903.The geoid height was determined by GEOID99. BE1903 BE1903.The dynamic height is computed by dividing the NAVD 88 BE1903.geopotential number by the normal gravity value computed on the BE1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE1903.degrees latitude (g = 980.6199 gals.). BE1903 BE1903.The modeled gravity was interpolated from observed gravity values. BE1903 BE1903; North East Units Estimated Accuracy BE1903;SPC FL N - 205,040. 518,880. MT (+/- 180 meters Scaled) BE1903 BE1903 SUPERSEDED SURVEY CONTROL BE1903 BE1903.No superseded survey control is available for this station. BE1903 BE1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV579138(NAD 83) BE1903_MARKER: I = METAL ROD BE1903_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) BE1903_STAMPING: A 394 1981 BE1903_MARK LOGO: NGS BE1903_PROJECTION: FLUSH BE1903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE1903_ROD/PIPE-DEPTH: 4.9 meters BE1903 BE1903 HISTORY - Date Condition Report By BE1903 HISTORY - 1981 MONUMENTED NGS BE1903 HISTORY - 1989 GOOD USPSQD BE1903 HISTORY - 20010331 MARK NOT FOUND NGS BE1903 HISTORY - 20010331 MARK NOT FOUND NGS BE1903 HISTORY - 20010331 MARK NOT FOUND NGS BE1903 HISTORY - 20010331 MARK NOT FOUND NGS BE1903 HISTORY - 20010331 MARK NOT FOUND NGS BE1903 BE1903 STATION DESCRIPTION BE1903 BE1903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 BE1903'7.5 KM (4.65 MI) NORTH FROM COTTONDALE. BE1903'7.5 KILOMETERS (4.65 MILES) NORTH ALONG U.S. HIGHWAY 231 FROM THE BE1903'JUNCTION OF U.S. HIGHWAY 90 IN COTTONDALE, TO THE MARK ON THE BE1903'LEFT, 12.8 METERS (42.0 FEET) SOUTHWEST OF THE CENTER LINE OF THE BE1903'HIGHWAY, 2.31 METERS (7.0 FEET) NORTH-NORTHWEST OF A T-JUNCTION BE1903'OF A FENCE LINE AND 0.49 METER (1.6 FEET) NORTHEAST OF THE BE1903'FENCE LINE. BE1903'THE MARK IS 0.4 METERS NW FROM A WITNESS POST. BE1903'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. BE1903 BE1903 STATION RECOVERY (1989) BE1903 BE1903'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE1903'RECOVERED IN GOOD CONDITION. BE1903 BE1903 STATION RECOVERY (2001) BE1903 BE1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1903'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1903 BE1903 STATION RECOVERY (2001) BE1903 BE1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1903'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1903 BE1903 STATION RECOVERY (2001) BE1903 BE1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1903'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1903 BE1903 STATION RECOVERY (2001) BE1903 BE1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1903'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1903 BE1903 STATION RECOVERY (2001) BE1903 BE1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1903'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0117 *********************************************************************** BE0117 DESIGNATION - B 126 BE0117 PID - BE0117 BE0117 STATE/COUNTY- FL/JACKSON BE0117 USGS QUAD - CAMPBELLTON (1993) BE0117 BE0117 *CURRENT SURVEY CONTROL BE0117 ___________________________________________________________________ BE0117* NAD 83(1986)- 30 55 24. (N) 085 23 53. (W) SCALED BE0117* NAVD 88 - 48.936 (meters) 160.55 (feet) ADJUSTED BE0117 ___________________________________________________________________ BE0117 GEOID HEIGHT- -27.77 (meters) GEOID99 BE0117 DYNAMIC HT - 48.874 (meters) 160.35 (feet) COMP BE0117 MODELED GRAV- 979,368.2 (mgal) NAVD 88 BE0117 BE0117 VERT ORDER - SECOND CLASS 0 BE0117 BE0117.The horizontal coordinates were scaled from a topographic map and have BE0117.an estimated accuracy of +/- 6 seconds. BE0117 BE0117.The orthometric height was determined by differential leveling BE0117.and adjusted by the National Geodetic Survey in June 1991. BE0117 BE0117.The geoid height was determined by GEOID99. BE0117 BE0117.The dynamic height is computed by dividing the NAVD 88 BE0117.geopotential number by the normal gravity value computed on the BE0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0117.degrees latitude (g = 980.6199 gals.). BE0117 BE0117.The modeled gravity was interpolated from observed gravity values. BE0117 BE0117; North East Units Estimated Accuracy BE0117;SPC FL N - 213,540. 514,160. MT (+/- 180 meters Scaled) BE0117 BE0117 SUPERSEDED SURVEY CONTROL BE0117 BE0117 NGVD 29 - 49.049 (m) 160.92 (f) ADJ UNCH 2 0 BE0117 BE0117.Superseded values are not recommended for survey control. BE0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0117.See file dsdata.txt to determine how the superseded data were derived. BE0117 BE0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV530222(NAD 83) BE0117_MARKER: DB = BENCH MARK DISK BE0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0117_STAMPING: B 126 1952 BE0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0117+STABILITY: SURFACE MOTION BE0117 BE0117 HISTORY - Date Condition Report By BE0117 HISTORY - 1952 MONUMENTED CGS BE0117 HISTORY - 1978 GOOD USGS BE0117 HISTORY - 20010331 GOOD NGS BE0117 HISTORY - 20010331 GOOD NGS BE0117 HISTORY - 20010331 GOOD NGS BE0117 HISTORY - 20010331 GOOD NGS BE0117 HISTORY - 20010331 GOOD NGS BE0117 BE0117 STATION DESCRIPTION BE0117 BE0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 BE0117'1.9 MI S FROM CAMPBELLTON. BE0117'ABOUT 1.9 MILES SOUTH ALONG THE ATLANTA AND SAINT ANDREWS BAY BE0117'RAILWAY FROM THE STATION AT CAMPBELLTON, ABOUT 0.35 MILE NORTH BE0117'OF MILE POST D/22, 44 1/2 FEET WEST OF WEST RAIL, 164 FEET NORTH BE0117'OF CENTER OF A FARM ROAD CROSSING, 29 FEET NORTHWEST OF A BE0117'TELEPHONE POLE, 7 FEET SOUTH OF CENTER LINE OF A FARM DRIVEWAY, BE0117'1 1/2 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE LINE BE0117'WEST, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE BE0117'POST PROJECTING 4 INCHES. BE0117 BE0117 STATION RECOVERY (1978) BE0117 BE0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 BE0117'ABOUT 1.9 MILES SOUTH ALONG ATLANTA AND ST. ANDREWS BAY RAILWAY FROM BE0117'THE STATION AT CAMPBELLTON, ABOUT 0.35 MILE NORTH OF MILE POST D/22, BE0117'44 1/2 FEET WEST OF WEST RAIL, 133 FEET SOUTH OF CENTER OF A FARM BE0117'ROAD CROSSING, 1 1/2 FOOT WEST OF FENCE LINE, ABOUT LEVEL WITH TRACK BE0117'AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES. BE0117 BE0117 STATION RECOVERY (2001) BE0117 BE0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0117'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0117 BE0117 STATION RECOVERY (2001) BE0117 BE0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0117'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0117 BE0117 STATION RECOVERY (2001) BE0117 BE0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0117'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0117 BE0117 STATION RECOVERY (2001) BE0117 BE0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0117'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0117 BE0117 STATION RECOVERY (2001) BE0117 BE0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0117'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0306 *********************************************************************** BE0306 DESIGNATION - B 128 BE0306 PID - BE0306 BE0306 STATE/COUNTY- FL/JACKSON BE0306 USGS QUAD - MARIANNA (1994) BE0306 BE0306 *CURRENT SURVEY CONTROL BE0306 ___________________________________________________________________ BE0306* NAD 83(1986)- 30 47 33. (N) 085 08 40. (W) SCALED BE0306* NAVD 88 - 36.496 (meters) 119.74 (feet) ADJUSTED BE0306 ___________________________________________________________________ BE0306 GEOID HEIGHT- -28.18 (meters) GEOID99 BE0306 DYNAMIC HT - 36.449 (meters) 119.58 (feet) COMP BE0306 MODELED GRAV- 979,342.6 (mgal) NAVD 88 BE0306 BE0306 VERT ORDER - SECOND CLASS 0 BE0306 BE0306.The horizontal coordinates were scaled from a topographic map and have BE0306.an estimated accuracy of +/- 6 seconds. BE0306 BE0306.The orthometric height was determined by differential leveling BE0306.and adjusted by the National Geodetic Survey in June 1991. BE0306 BE0306.The geoid height was determined by GEOID99. BE0306 BE0306.The dynamic height is computed by dividing the NAVD 88 BE0306.geopotential number by the normal gravity value computed on the BE0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0306.degrees latitude (g = 980.6199 gals.). BE0306 BE0306.The modeled gravity was interpolated from observed gravity values. BE0306 BE0306; North East Units Estimated Accuracy BE0306;SPC FL N - 198,870. 538,320. MT (+/- 180 meters Scaled) BE0306 BE0306 SUPERSEDED SURVEY CONTROL BE0306 BE0306 NGVD 29 - 36.625 (m) 120.16 (f) ADJ UNCH 2 0 BE0306 BE0306.Superseded values are not recommended for survey control. BE0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0306.See file dsdata.txt to determine how the superseded data were derived. BE0306 BE0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV775080(NAD 83) BE0306_MARKER: DB = BENCH MARK DISK BE0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0306_STAMPING: B 128 1952 BE0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0306+STABILITY: SURFACE MOTION BE0306 BE0306 HISTORY - Date Condition Report By BE0306 HISTORY - 1952 MONUMENTED CGS BE0306 HISTORY - 1960 GOOD NGS BE0306 HISTORY - 1963 GOOD NGS BE0306 HISTORY - 1989 GOOD USPSQD BE0306 HISTORY - 19970715 MARK NOT FOUND USPSQD BE0306 HISTORY - 20010331 MARK NOT FOUND NGS BE0306 HISTORY - 20010331 MARK NOT FOUND NGS BE0306 HISTORY - 20010331 MARK NOT FOUND NGS BE0306 HISTORY - 20010331 MARK NOT FOUND NGS BE0306 HISTORY - 20010331 MARK NOT FOUND NGS BE0306 HISTORY - 20010331 MARK NOT FOUND NGS BE0306 BE0306 STATION DESCRIPTION BE0306 BE0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 BE0306'5.7 MI NE FROM MARIANNA. BE0306'1.6 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE AT BE0306'MARIANNA, THENCE 1.2 MILES NORTH ALONG STATE HIGHWAY 71, THENCE BE0306'2.9 MILES NORTHEAST ALONG STATE HIGHWAY 164, AT A JUNCTION WITH BE0306'A DIRT ROAD LEADING EAST, SOUTHWEST OF AND ACROSS THE HIGHWAY BE0306'FROM A STANDARD OIL COMPANY SERVICE STATION AND STORE, 40 YARDS BE0306'NORTHEAST OF A WHITE FRAME HOUSE, 47 FEET SOUTH OF THE CENTERLINE BE0306'OF THE HIGHWAY, 36 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, BE0306'52 FEET WEST OF A POWER POLE, 9 FEET WEST OF A FENCE CORNER, 3 BE0306'FEET NORTH OF A FENCE, 1.2 FEET WEST OF A STEEL WITNESS POST, BE0306'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE BE0306'THE GROUND. BE0306 BE0306 STATION RECOVERY (1963) BE0306 BE0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 BE0306'RECOVERED IN GOOD CONDITION. BE0306 BE0306 STATION RECOVERY (1989) BE0306 BE0306'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0306'RECOVERED IN GOOD CONDITION. BE0306 BE0306 STATION RECOVERY (1997) BE0306 BE0306'RECOVERY NOTE BY US POWER SQUADRON 1997 BE0306'MARK NOT FOUND. BE0306 BE0306 STATION RECOVERY (2001) BE0306 BE0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0306'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0306 BE0306 STATION RECOVERY (2001) BE0306 BE0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0306'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0306 BE0306 STATION RECOVERY (2001) BE0306 BE0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0306'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0306 BE0306 STATION RECOVERY (2001) BE0306 BE0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0306'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0306 BE0306 STATION RECOVERY (2001) BE0306 BE0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0306'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0306 BE0306 STATION RECOVERY (2001) BE0306 BE0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0306'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE1904 *********************************************************************** BE1904 DESIGNATION - B 394 BE1904 PID - BE1904 BE1904 STATE/COUNTY- FL/JACKSON BE1904 USGS QUAD - COTTONDALE EAST (1994) BE1904 BE1904 *CURRENT SURVEY CONTROL BE1904 ___________________________________________________________________ BE1904* NAD 83(1986)- 30 51 40. (N) 085 21 17. (W) SCALED BE1904* NAVD 88 - 35.367 (meters) 116.03 (feet) ADJUSTED BE1904 ___________________________________________________________________ BE1904 GEOID HEIGHT- -27.87 (meters) GEOID99 BE1904 DYNAMIC HT - 35.322 (meters) 115.89 (feet) COMP BE1904 MODELED GRAV- 979,363.9 (mgal) NAVD 88 BE1904 BE1904 VERT ORDER - FIRST CLASS II BE1904 BE1904.The horizontal coordinates were scaled from a topographic map and have BE1904.an estimated accuracy of +/- 6 seconds. BE1904 BE1904.The orthometric height was determined by differential leveling BE1904.and adjusted by the National Geodetic Survey in June 1991. BE1904 BE1904.The geoid height was determined by GEOID99. BE1904 BE1904.The dynamic height is computed by dividing the NAVD 88 BE1904.geopotential number by the normal gravity value computed on the BE1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE1904.degrees latitude (g = 980.6199 gals.). BE1904 BE1904.The modeled gravity was interpolated from observed gravity values. BE1904 BE1904; North East Units Estimated Accuracy BE1904;SPC FL N - 206,610. 518,250. MT (+/- 180 meters Scaled) BE1904 BE1904 SUPERSEDED SURVEY CONTROL BE1904 BE1904.No superseded survey control is available for this station. BE1904 BE1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV573153(NAD 83) BE1904_MARKER: I = METAL ROD BE1904_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) BE1904_STAMPING: B 394 1981 BE1904_MARK LOGO: NGS BE1904_PROJECTION: FLUSH BE1904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE1904_ROD/PIPE-DEPTH: 6.1 meters BE1904 BE1904 HISTORY - Date Condition Report By BE1904 HISTORY - 1981 MONUMENTED NGS BE1904 HISTORY - 1989 GOOD USPSQD BE1904 HISTORY - 20010331 MARK NOT FOUND NGS BE1904 HISTORY - 20010331 MARK NOT FOUND NGS BE1904 HISTORY - 20010331 MARK NOT FOUND NGS BE1904 HISTORY - 20010331 MARK NOT FOUND NGS BE1904 HISTORY - 20010331 MARK NOT FOUND NGS BE1904 BE1904 STATION DESCRIPTION BE1904 BE1904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 BE1904'9.1 KM (5.65 MI) NORTH FROM COTTONDALE. BE1904'9.1 KILOMETERS (5.65 MILES) NORTH ALONG U.S. HIGHWAY 231 FROM THE BE1904'JUNCTION OF U.S. HIGHWAY 90 IN COTTONDALE, TO THE MARK ON THE BE1904'RIGHT, 11.58 METERS (38.0 FEET) EAST-NORTHEAST OF THE CENTER BE1904'LINE OF THE HIGHWAY AND 0.98 METER (3.2 FEET) SOUTH-SOUTHWEST BE1904'OF UTILITY POLE 20. BE1904'THE MARK IS 0.55 METERS NNW FROM A WITNESS POST. BE1904'THE MARK IS 0.2 M ABOVE THE HIGHWAY. BE1904 BE1904 STATION RECOVERY (1989) BE1904 BE1904'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE1904'RECOVERED IN GOOD CONDITION. BE1904 BE1904 STATION RECOVERY (2001) BE1904 BE1904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1904'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1904 BE1904 STATION RECOVERY (2001) BE1904 BE1904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1904'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1904 BE1904 STATION RECOVERY (2001) BE1904 BE1904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1904'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1904 BE1904 STATION RECOVERY (2001) BE1904 BE1904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1904'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1904 BE1904 STATION RECOVERY (2001) BE1904 BE1904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1904'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0199 *********************************************************************** BE0199 DESIGNATION - BASCOM RESET BE0199 PID - BE0199 BE0199 STATE/COUNTY- FL/JACKSON BE0199 USGS QUAD - BASCOM (1994) BE0199 BE0199 *CURRENT SURVEY CONTROL BE0199 ___________________________________________________________________ BE0199* NAD 83(1990)- 30 55 25.26935(N) 085 07 05.94269(W) ADJUSTED BE0199* NAVD 88 - 43.33 (meters) 142.2 (feet) RESET BE0199 ___________________________________________________________________ BE0199 LAPLACE CORR- -0.85 (seconds) DEFLEC99 BE0199 GEOID HEIGHT- -27.99 (meters) GEOID99 BE0199 BE0199 HORZ ORDER - FIRST BE0199 VERT ORDER - THIRD BE0199 BE0199.The horizontal coordinates were established by classical geodetic methods BE0199.and adjusted by the National Geodetic Survey in September 1997. BE0199 BE0199.The orthometric height was computed from unverified reset data. BE0199 BE0199.The Laplace correction was computed from DEFLEC99 derived deflections. BE0199 BE0199.The geoid height was determined by GEOID99. BE0199 BE0199; North East Units Scale Converg. BE0199;SPC FL N - 213,404.715 540,899.276 MT 1.00003537 -0 18 38.6 BE0199;SPC AL E - 47,189.003 268,339.498 MT 1.00001759 +0 22 02.8 BE0199;UTM 16 - 3,422,662.022 679,795.085 MT 0.99999877 +0 58 02.1 BE0199 BE0199: Primary Azimuth Mark Grid Az BE0199:SPC FL N - BASCOM AZ MK 184 52 05.9 BE0199:SPC AL E - BASCOM AZ MK 184 11 24.5 BE0199:UTM 16 - BASCOM AZ MK 183 35 25.2 BE0199 BE0199|---------------------------------------------------------------------| BE0199| PID Reference Object Distance Geod. Az | BE0199| dddmmss.s | BE0199| BE0197 BASCOM RM 3 11.178 METERS 04123 | BE0199| BE0198 BASCOM RM 1 29.889 METERS 08524 | BE0199| BE0389 BASCOM RM 2 30.977 METERS 18327 | BE0199| BE0200 BASCOM AZ MK 1843327.3 | BE0199|---------------------------------------------------------------------| BE0199 BE0199 SUPERSEDED SURVEY CONTROL BE0199 BE0199 NAD 83(1990)- 30 55 25.27571(N) 085 07 05.94301(W) AD( ) 1 BE0199 NAD 83(1986)- 30 55 25.27752(N) 085 07 05.94582(W) AD( ) 1 BE0199 NAD 27 - 30 55 24.59900(N) 085 07 06.19600(W) AD( ) 1 BE0199 NGVD 29 - 43.46 (m) 142.6 (f) RESET 3 BE0199 BE0199.Superseded values are not recommended for survey control. BE0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0199.See file dsdata.txt to determine how the superseded data were derived. BE0199 BE0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV7979522662(NAD 83) BE0199_MARKER: DS = TRIANGULATION STATION DISK BE0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0199_STAMPING: BASCOM 1938 1960 BE0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0199+STABILITY: SURFACE MOTION BE0199 BE0199 HISTORY - Date Condition Report By BE0199 HISTORY - 1938 MONUMENTED CGS BE0199 HISTORY - 1944 GOOD CGS BE0199 HISTORY - 1953 POOR CGS BE0199 HISTORY - 1959 SEE DESCRIPTION CGS BE0199 HISTORY - 1960 SEE DESCRIPTION CGS BE0199 HISTORY - 1960 GOOD CGS BE0199 HISTORY - 1981 GOOD FLDNR BE0199 HISTORY - 20010331 GOOD NGS BE0199 BE0199 STATION DESCRIPTION BE0199 BE0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (RAE) BE0199'THIS STATION IS LOCATED ON THE M. E. CHURCH GROUNDS IN BASCOM, BE0199'FLA. IT LIES ON A SMALL MOUND 33 PACES EAST OF THE CENTERLINE OF BE0199'ROAD, 31 FT. SOUTH OF THE SOUTHEAST CORNER OF THE CHURCH, AND BE0199'37 FT. NORTHWEST OF A GROUP OF FIVE 16-INCH TREES. MARK PROJECTS BE0199'4 INCHES. BE0199' BE0199'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BE0199'BRONZE TABLETS SET IN CONCRETE. BE0199' BE0199'REFERENCE MARK NO. 1 IS EAST OF THE STATION, AND 1.0 FT. SOUTH BE0199'OF A WIRE FENCE AROUND A CEMETERY. MARK PROJECTS 2 INCHES. BE0199' BE0199'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, ALONG THE NORTH SIDE BE0199'OF A WIRE FENCE AROUND A LARGE CULTIVATED FIELD. IT LIES 18 BE0199'FT. SOUTH OF THE CENTERLINE OF A GRADED ROAD, AND PROJECTS 4 BE0199'INCHES. BE0199' BE0199'AZIMUTH MARK IS SOUTH OF THE STATION, 57 FT. WEST OF CENTERLINE BE0199'OF ROUTE 91, 4 FT. NORTHWEST OF A NEHI SIGN, AND PROJECTS 9 INCHES. BE0199' BE0199'TO REACH FROM GREENWOOD, GO NORTH AND EAST ON ROUTE 91 FOR BE0199'4.7 MILES TO A CHURCH ON EITHER SIDE OF THE ROAD, AND STATION ON BE0199'RIGHT. BE0199' BE0199'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET. BE0199 BE0199 STATION RECOVERY (1944) BE0199 BE0199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RTR) BE0199'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD BE0199'CONDITION. BE0199' BE0199'THE M.E. CHURCH HAS BEEN BURNED AND THE STATION WAS COVERED BY BE0199'DEBRIS. BUILDING MATERIAL FOR A NEW CHURCH IS LYING AROUND AND BE0199'THERE IS A POSSIBILITY OF THE MARK BEING DISTURBED. BE0199 BE0199 STATION RECOVERY (1953) BE0199 BE0199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CS) BE0199'STATION MARK WAS FOUND UPROOTED AND LYING ON THE TOP OF THE BE0199'GROUND. UNDERGROUND MARK IS PROBABLY STILL INTACT. THE BE0199'REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS FOLLOWS-- BE0199' BE0199'REFERENCE MARK 1 IS ALONG STATE HIGHWAY 165, IN THE S PART OF BE0199'THE TOWN OF BASCOM, 208 FT. E OF THE CENTERLINE OF THE HIGHWAY, BE0199'150.4 FT. NE AND ACROSS A ROAD E OF REFERENCE MARK 2, 88 FT. E-SE BE0199'OF THE SE CORNER OF A METHODIST CHURCH, 15 FT. S-SE OF THE SE BE0199'CORNER OF A HEADSTONE ON THE GRAVE OF THE BEVIS FAMILY, IN A BE0199'CONCRETE POST PROJECTING 3 IN., AND STAMPED BASCOM NO 1 1938. BE0199' BE0199'REFERENCE MARK 2 IS 109 FT. E OF THE CENTERLINE OF HIGHWAY 165, BE0199'132 FT. S AND ACROSS A ROAD E OF THE SE CORNER OF A METHODIST BE0199'CHURCH, 18 FT. S OF THE CENTERLINE OF THE ROAD E, IN A CONCRETE BE0199'POST PROJECTING 18 IN., AND STAMPED BASCOM NO 2 1938. BE0199' BE0199'AZIMUTH MARK IS 0.4 MI. S ALONG STATE HIGHWAY 165 FROM A BE0199'METHODIST CHURCH, ON TOP AND NEAR THE CENTER OF A THROUGH CUT, 58 BE0199'FT. W OF THE CENTERLINE OF THE HIGHWAY, 149 FT. W-NW AND ACROSS BE0199'THE HIGHWAY FROM THE SW CORNER OF A TWO-STORY FRAMEHOUSE, 92 BE0199'FT. N OF A POWER POLE WITH A TRANSFORMER, 1-1/2 FT. E OF A FENCE BE0199'LINE, 1 FT. E OF A WHITE WOODEN WITNESS POST, ABOUT 6 FT. ABOVE BE0199'THE LEVEL OF THE HIGHWAY, IN A CONCRETE POST PROJECTING 3 BE0199'IN., AND STAMPED BASCOM 1938. BE0199 BE0199 STATION RECOVERY (1959) BE0199 BE0199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWY) BE0199'IT WAS REPORTED THAT REFERENCE MARK 2 WAS DESTROYED BY CONSTRUCTION BE0199'IN 1959. THE DISK, STAMPED BASCOM NO 2 1938, WAS RETURNED TO BE0199'THE OFFICE BY MR. R.W. YOST, RESIDENT ENGINEER, FLORIDA STATE BE0199'ROAD DEPARTMENT. BE0199 BE0199 STATION RECOVERY (1960) BE0199 BE0199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW) BE0199'THIS STATION WAS RECOVERED IN MARCH 1960. THE SURFACE MARK HAD BE0199'BEEN DESTROYED. THE UNDERGROUND MARK WAS FOUND IN GOOD BE0199'CONDITION. A NEW SURFACE MARK WAS SET. R.M. 1 WAS FOUND IN BE0199'GOOD CONDITION. R.M. 2 HAD BEEN DESTROYED BY ROAD BE0199'CONSTRUCTION. R.M. 3 WAS SET. BE0199' BE0199'THE STATION IS LOCATED AT THE SOUTH EDGE OF BASCOM, 0.4 MILE BE0199'SOUTH OF THE POST OFFICE, AT THE JUNCTION OF STATE HIGHWAY 165 BE0199'AND AN OILED ROAD LEADING EAST, ON THE GROUNDS OF THE BASCOM BE0199'METHODIST CHURCH, 108 FEET EAST OF THE CENTERLINE OF STATE BE0199'HIGHWAY 165, 123 FEET NORTH-NORTHEAST OF THE CENTERLINE OF THE BE0199'OILED ROAD, 31 FEET SOUTH OF THE SOUTHEAST CORNER OF THE CHURCH, BE0199'41 FEET NORTH-NORTHWEST OF A GROUP OF 4 LARGE OAK TREES, 28 BE0199'FEET SOUTHWEST OF A FENCE CORNER, A TRIANGULATION STATION DISK BE0199'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 0.2 FOOT BE0199'BELOW THE TOP OF THE GROUND, STAMPED BASCOM 1938 1960. BE0199' BE0199'R.M. 1 IS 98.053 FEET OR 29.889 METERS EAST OF THE STATION, 91 BE0199'FEET EAST OF THE SOUTHEAST CORNER OF THE CHURCH, 72 FEET EAST OF BE0199'A FENCE CORNER, 82 FEET WEST OF A FENCE CORNER, 59 FEET NORTHWEST BE0199'OF A 48-INCH OAK TREE, 0.7 FOOT SOUTH OF A FENCE WHICH IS ALONG BE0199'THE SOUTH SIDE OF A CEMETERY, 1.5 FEET WEST OF A STEEL WITNESS BE0199'POST, A REFERENCE MARK DISK SET IN THE TOP OF A SQUARE CONCRETE BE0199'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, STAMPED BASCOM BE0199'NO 1 1938. BE0199' BE0199'R.M. 3 IS 36.668 FEET OR 11.178 METERS NORTHEAST OF THE STATION, BE0199'63 FEET NORTH OF THE GROUP OF 4 LARGE OAK TREES, 15 FEET EAST OF BE0199'THE SOUTHEAST CORNER OF THE CHURCH, 17 FEET NORTH OF A FENCE BE0199'CORNER, 1.1 FEET WEST OF A FENCE, A REFERENCE MARK DISK SET IN BE0199'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND, BE0199'STAMPED BASCOM NO 3 1938 1960. BE0199' BE0199'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, 0.8 MILE BE0199'SOUTH ALONG STATE HIGHWAY 165 FROM THE POST OFFICE AT BASCOM, BE0199'WEST OF AND ACROSS THE HIGHWAY FROM A WHITE SHINGLED FARMHOUSE, BE0199'58 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 0.3 MILE NORTH OF BE0199'A CURVE IN THE HIGHWAY, 94 FEET NORTH OF A POWER POLE, 1 FOOT BE0199'EAST OF A FENCE, 1.5 FEET WEST OF A STEEL WITNESS POST, AN BE0199'AZIMUTH MARK DISK SET IN THE TOP OF A SQUARE CONCRETE POST BE0199'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED BASCOM 1938, BE0199'8 FEET ABOVE THE LEVEL OF THE HIGHWAY. BE0199 BE0199 STATION RECOVERY (1960) BE0199 BE0199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 BE0199'AT BASCOM. BE0199'AT BASCOM, AT THE SOUTH EDGE OF TOWN, 0.4 MILE SOUTH OF THE BE0199'POST OFFICE ON THE GROUNDS OF THE BASCOM METHODIST CHURCH AT BE0199'THE JUNCTION OF STATE HIGHWAY 165 AND AN OILED ROAD LEADING BE0199'EAST, 108 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 123 FT. BE0199'NORTH NORTHEAST OF THE CENTER LINE OF THE OILED ROAD, 31 FT. SOUTH BE0199'OF THE SOUTHEAST CORNER OF THE CHURCH, 41 FT. NORTH NORTHWEST BE0199'OF A GROUP OF 4 LARGE OAK TREES, 28 FT. SOUTHWEST OF A FENCE BE0199'CORNER, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.2 FT. BELOW BE0199'THE TOP OF THE GROUND. BE0199 BE0199 STATION RECOVERY (1981) BE0199 BE0199'RECOVERY NOTE BY FL DEPT OF NAT RES 1981 (JWM) BE0199'BASCOM 1938 1960 RECOVERED IN GOOD CONIDITON. BE0199' BE0199'THE STATION, ALL THE RMS, AND THE AZIMUTH MARK WERE RECOVERED AS BE0199'DESCRIBED. BE0199' BE0199'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BASCOM. BE0199 BE0199 STATION RECOVERY (2001) BE0199 BE0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0199'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0139 *********************************************************************** BE0139 DESIGNATION - BRADLEY 2 BE0139 PID - BE0139 BE0139 STATE/COUNTY- FL/JACKSON BE0139 USGS QUAD - SILLS (1994) BE0139 BE0139 *CURRENT SURVEY CONTROL BE0139 ___________________________________________________________________ BE0139* NAD 83(1990)- 30 53 13.36647(N) 085 21 49.02449(W) ADJUSTED BE0139* NAVD 88 - 53.234 (meters) 174.65 (feet) ADJUSTED BE0139 ___________________________________________________________________ BE0139 LAPLACE CORR- -1.14 (seconds) DEFLEC99 BE0139 GEOID HEIGHT- -27.84 (meters) GEOID99 BE0139 DYNAMIC HT - 53.166 (meters) 174.43 (feet) COMP BE0139 MODELED GRAV- 979,365.7 (mgal) NAVD 88 BE0139 BE0139 HORZ ORDER - SECOND BE0139 VERT ORDER - FIRST CLASS II BE0139 BE0139.The horizontal coordinates were established by classical geodetic methods BE0139.and adjusted by the National Geodetic Survey in September 1997. BE0139.No horizontal observational check was made to the station. BE0139 BE0139.The orthometric height was determined by differential leveling BE0139.and adjusted by the National Geodetic Survey in June 1991. BE0139 BE0139.The Laplace correction was computed from DEFLEC99 derived deflections. BE0139 BE0139.The geoid height was determined by GEOID99. BE0139 BE0139.The dynamic height is computed by dividing the NAVD 88 BE0139.geopotential number by the normal gravity value computed on the BE0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0139.degrees latitude (g = 980.6199 gals.). BE0139 BE0139.The modeled gravity was interpolated from observed gravity values. BE0139 BE0139; North East Units Scale Converg. BE0139;SPC FL N - 209,494.917 517,422.298 MT 1.00002715 -0 26 02.4 BE0139;SPC AL E - 43,002.366 244,911.057 MT 0.99998487 +0 14 28.1 BE0139;UTM 16 - 3,418,230.735 656,412.918 MT 0.99990179 +0 50 24.7 BE0139 BE0139: Primary Azimuth Mark Grid Az BE0139:SPC FL N - BRADLEY AZ MK 245 40 33.3 BE0139:SPC AL E - BRADLEY AZ MK 245 00 02.8 BE0139:UTM 16 - BRADLEY AZ MK 244 24 06.2 BE0139 BE0139|---------------------------------------------------------------------| BE0139| PID Reference Object Distance Geod. Az | BE0139| dddmmss.s | BE0139| BE0140 BRADLEY 2 RM 3 16.307 METERS 14333 | BE0139| BE0141 BRADLEY RM 2 17.710 METERS 21405 | BE0139| BE0137 BRADLEY AZ MK 2451430.9 | BE0139| BE0142 BRADLEY RESET 12.556 METERS 35603 | BE0139|---------------------------------------------------------------------| BE0139 BE0139 SUPERSEDED SURVEY CONTROL BE0139 BE0139 NAD 83(1990)- 30 53 13.36860(N) 085 21 49.02509(W) AD( ) 2 BE0139 NAD 83(1986)- 30 53 13.37197(N) 085 21 49.02677(W) AD( ) 2 BE0139 NAD 27 - 30 53 12.69224(N) 085 21 49.26853(W) AD( ) 2 BE0139 NGVD 29 - 53.35 (m) 175.0 (f) RESET 3 BE0139 BE0139.Superseded values are not recommended for survey control. BE0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0139.See file dsdata.txt to determine how the superseded data were derived. BE0139 BE0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5641318231(NAD 83) BE0139_MARKER: DS = TRIANGULATION STATION DISK BE0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0139_STAMPING: BRADLEY 2 1961 BE0139_PROJECTION: PROJECTING 10 CENTIMETERS BE0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0139+STABILITY: SURFACE MOTION BE0139 BE0139 HISTORY - Date Condition Report By BE0139 HISTORY - 1961 MONUMENTED CGS BE0139 HISTORY - 1961 GOOD CGS BE0139 HISTORY - 1964 SEE DESCRIPTION CGS BE0139 HISTORY - 1973 GOOD FLDT BE0139 HISTORY - 1981 GOOD FLDNR BE0139 HISTORY - 1981 GOOD NGS BE0139 HISTORY - 1981 GOOD NGS BE0139 HISTORY - 19910508 GOOD USPSQD BE0139 HISTORY - 20010331 GOOD NGS BE0139 HISTORY - 20010331 GOOD NGS BE0139 HISTORY - 20010331 MARK NOT FOUND NGS BE0139 HISTORY - 20010331 GOOD NGS BE0139 BE0139 STATION DESCRIPTION BE0139 BE0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VRS) BE0139'THIS STATION IS LOCATED 4.9 MILES SOUTH OF CAMPBELLTON, 0.2 BE0139'MILE EAST OF U.S. HIGHWAY 231, 250 YARDS EAST OF A SMALL BE0139'WHITE FRAME HOUSE, AT THE TOP OF A HILL, 62.5 FT. SOUTH OF THE BE0139'CENTER LINE OF A GRADED DIRT ROAD, 83 YARDS WEST OF A T FENCE BE0139'CORNER, 38 FT. SOUTH OF A FENCE, 1.2 FT. WEST OF A STEEL BE0139'WITNESS POST, A TRIANGULATION STATION DISK SET IN THE TOP OF A BE0139'SQUARE CONCRETE POST WHICH PROJECTS 0.3 FT. ABOVE THE GROUND, BE0139'STAMPED BRADLEY 2 1961. BE0139' BE0139'BRADLEY R.M. 2 IS 58.102 FT. OR 17.710 METERS SOUTHWEST OF THE BE0139'STATION, 94 YARDS WEST OF A FENCE, 108 FT. SOUTH OF THE CENTER BE0139'LINE OF THE ROAD, 86 FT. SOUTH OF A FENCE, 1.2 FT. EAST OF A BE0139'STEEL WITNESS POST, A REFERENCE MARK DISK, SET IN THE TOP OF A BE0139'SQUARE CONCRETE POST WHICH PROJECTS 0.3 FT. ABOVE THE GROUND, BE0139'STAMPED BRADLEY NO 2 1938. BE0139' BE0139'BRADLEY 2 R.M. 3 IS 53.492 FT. OR 16.307 METERS SOUTH BE0139'SOUTHEAST OF THE STATION 73 YARDS WEST OF A FENCE, 107 FT. BE0139'SOUTH OF THE CENTER LINE OF THE ROAD, 83 FT. SOUTH OF A FENCE, BE0139'1.3 FT. WEST OF A STEEL WITNESS POST, A REFERENCE MARK DISK BE0139'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 0.2 BE0139'FT. ABOVE THE GROUND, STAMPED BRADLEY 2 NO 3 1961. BE0139' BE0139'THE AZIMUTH MARK IS 0.2 MILE WEST SOUTHWEST OF THE STATION, BE0139'185 YARDS SOUTH OF THE INTERSECTION OF U.S. HIGHWAY 231 AND BE0139'AN EAST AND WEST GRADED DIRT ROAD, 75 YARDS SOUTH OF A SMALL BE0139'AMOCO SERVICE STATION, 111 FT. SOUTH OF A FENCE CORNER, 36 FT. BE0139'EAST OF THE CENTER LINE OF U.S. HIGHWAY 231, 117 FT. NORTH OF BE0139'POWER POLE 3, 1.5 FT. EAST OF A FENCE, 1.1 FT. NORTH OF A BE0139'STEEL WITNESS POST, AN AZIMUTH MARK DISK SET IN THE TOP OF A BE0139'SQUARE CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE THE GROUND, BE0139'STAMPED BRADLEY 1938. BE0139' BE0139'TO REACH FROM THE WATER TANK AT CAMPBELLTON GO 4.9 MILES SOUTH BE0139'ALONG U.S. HIGHWAY 231 TO AN INTERSECTION WITH A GRADED DIRT BE0139'ROAD, TURN LEFT AND GO 0.2 MILE EAST TO THE STATION ON THE RIGHT. BE0139 BE0139 STATION RECOVERY (1961) BE0139 BE0139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 BE0139'5.1 MI S FROM CAMPBELLTON. BE0139'4.9 MILES SOUTH ALONG U.S. HIGHWAY 231 FROM THE WATER TANK BE0139'AT CAMPBELLTON, THENCE 0.2 MILE EAST ALONG A GRADED DIRT ROAD, BE0139'250 YARDS EAST OF A SMALL WHITE FRAME HOUSE, 83 YARDS WEST BE0139'OF A T FENCE CORNER, AT THE TOP OF A HILL, 62.5 FT. SOUTH OF BE0139'THE CENTER LINE OF THE ROAD, 38 FT. SOUTH OF A FENCE, 1.2 FT. BE0139'WEST OF A STEEL WITNESS POST, SET IN THE TOP OF A CONCRETE BE0139'POST WHICH PROJECTS 0.3 FT. ABOVE THE GROUND. NOTE-- THE GRADED BE0139'ROAD IS NOW STATE ROUTE 162 AND HAS BEEN PAVED. BE0139 BE0139 STATION RECOVERY (1964) BE0139 BE0139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VRS) BE0139'STATION WAS RECOVERED AS DESCRIBED IN 1961, EXCEPT THE GRADED BE0139'DIRT ROAD IS NOW STATE ROAD 162 AND BLACK-TOPPED. THE BE0139'DESCRIPTION IS COMPLETE AND ADEQUATE. BE0139 BE0139 STATION RECOVERY (1973) BE0139 BE0139'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1973 (CGA) BE0139'STA. BRADLEY 2 1961 8 IN X 8 IN CM WITH STANDARD TABLET, GOOD COND. BE0139' BE0139'BRADLEY RM 2 1938 1 FT X 1 FT CM WITH STANDARD TABLET, GOOD COND. BE0139' BE0139'BRADLEY 2 RM 3 1961 8 IN X 8 IN CM WITH STANDARD TABLET, GOOD COND. BE0139' BE0139'STA BRADLEY 2 1961 LIES 0.2 MI. E OF U.S. 231 AND 94 FT S OF SR 162 BE0139' BE0139'FND. BRADLEY RM 2 58.11 S OF STA. BE0139' BE0139'FND. BRADLEY 2 RM 3 53.42 FT SE OF STA. BE0139 BE0139 STATION RECOVERY (1981) BE0139 BE0139'RECOVERY NOTE BY FL DEPT OF NAT RES 1981 (JWM) BE0139'BRADLEY 2 1961 RECOVERED IN GOOD CONDITION. BE0139' BE0139'THE STATION, ALL THE RMS, AND THE AZIMUTH MARK WERE RECOVERED AS BE0139'DESCRIBED. BE0139' BE0139'DISTANCE AND DIRECTION FROM NEAREST TOWN--4.9 MILES SOUTH OF BE0139'CAMPBELLTON. BE0139 BE0139 STATION RECOVERY (1981) BE0139 BE0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 BE0139'8.0 KILOMETERS (5.0 MILES) SOUTH ALONG U.S. HIGHWAY 231 FROM THE BE0139'POST OFFICE IN CAMPBELLTON, THENCE 0.3 KILOMETER (0.2 MILE) BE0139'EAST ALONG COUNTY ROAD 162 TO A SMALL HILL BETWEEN TWO FIELDS BE0139'AND THE STATION MARK ON THE RIGHT, 19.20 METERS (63.0 FEET) SOUTH BE0139'OF THE CENTER LINE OF THE ROAD, 16.45 METERS (54.0 FEET) BE0139'NORTHWEST OF RM 3, 17.67 METERS (58.0 FEET) NORTHEAST OF RM 2 BE0139'AND 11.58 METERS (38.0 FEET) SOUTH OF A 3-FOOT HIGH WIRE BE0139'RIGHT-OF-WAY FENCE. BE0139'THE MARK IS 0.30 METERS W FROM A WITNESS POST. BE0139'THE MARK IS 3.04 M ABOVE THE ROAD. BE0139 BE0139 STATION RECOVERY (1981) BE0139 BE0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 BE0139'RECOVERED IN GOOD CONDITION. BE0139 BE0139 STATION RECOVERY (1991) BE0139 BE0139'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE0139'RECOVERED IN GOOD CONDITION. BE0139 BE0139 STATION RECOVERY (2001) BE0139 BE0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0139'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0139 BE0139 STATION RECOVERY (2001) BE0139 BE0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0139'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0139 BE0139 STATION RECOVERY (2001) BE0139 BE0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0139'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0139 BE0139 STATION RECOVERY (2001) BE0139 BE0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0139'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0140 *********************************************************************** BE0140 DESIGNATION - BRADLEY 2 RM 3 BE0140 PID - BE0140 BE0140 STATE/COUNTY- FL/JACKSON BE0140 USGS QUAD - SILLS (1994) BE0140 BE0140 *CURRENT SURVEY CONTROL BE0140 ___________________________________________________________________ BE0140* NAD 83(1986)- 30 53 14. (N) 085 21 49. (W) SCALED BE0140* NAVD 88 - 52.289 (meters) 171.55 (feet) ADJUSTED BE0140 ___________________________________________________________________ BE0140 GEOID HEIGHT- -27.84 (meters) GEOID99 BE0140 DYNAMIC HT - 52.222 (meters) 171.33 (feet) COMP BE0140 MODELED GRAV- 979,365.7 (mgal) NAVD 88 BE0140 BE0140 VERT ORDER - FIRST CLASS II BE0140 BE0140.The horizontal coordinates were scaled from a topographic map and have BE0140.an estimated accuracy of +/- 6 seconds. BE0140 BE0140.The orthometric height was determined by differential leveling BE0140.and adjusted by the National Geodetic Survey in June 1991. BE0140 BE0140.The geoid height was determined by GEOID99. BE0140 BE0140.The dynamic height is computed by dividing the NAVD 88 BE0140.geopotential number by the normal gravity value computed on the BE0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0140.degrees latitude (g = 980.6199 gals.). BE0140 BE0140.The modeled gravity was interpolated from observed gravity values. BE0140 BE0140; North East Units Estimated Accuracy BE0140;SPC FL N - 209,510. 517,420. MT (+/- 180 meters Scaled) BE0140 BE0140 SUPERSEDED SURVEY CONTROL BE0140 BE0140 NGVD 29 - 52.41 (m) 171.9 (f) RESET 3 BE0140 BE0140.Superseded values are not recommended for survey control. BE0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0140.See file dsdata.txt to determine how the superseded data were derived. BE0140 BE0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV564182(NAD 83) BE0140_MARKER: DR = REFERENCE MARK DISK BE0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0140_STAMPING: BRADLEY 2 NO 3 1961 BE0140_PROJECTION: PROJECTING 7 CENTIMETERS BE0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0140+STABILITY: SURFACE MOTION BE0140 BE0140 HISTORY - Date Condition Report By BE0140 HISTORY - 1961 MONUMENTED CGS BE0140 HISTORY - 1964 GOOD NGS BE0140 HISTORY - 1981 GOOD NGS BE0140 HISTORY - 1981 GOOD NGS BE0140 HISTORY - 19910508 GOOD USPSQD BE0140 HISTORY - 20010331 MARK NOT FOUND NGS BE0140 HISTORY - 20010331 MARK NOT FOUND NGS BE0140 HISTORY - 20010331 MARK NOT FOUND NGS BE0140 BE0140 STATION DESCRIPTION BE0140 BE0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 BE0140'5.1 MI S FROM CAMPBELLTON. BE0140'4.9 MILES SOUTH ALONG U.S. HIGHWAY 231 FROM THE WATER TANK AT BE0140'CAMPBELLTON, THENCE 0.2 MILE EAST ALONG A GRADED DIRT ROAD, AT BE0140'THE TOP OF A HILL, 255 YARDS EAST OF A SMALL WHITE FRAME HOUSE, BE0140'73 YARDS WEST OF A FENCE, 53.492 FT. SOUTH SOUTHEAST OF TRIANGULATION BE0140'STATION BRADLEY 2, 107 FT. SOUTH OF THE CENTER LINE OF THE ROAD, BE0140'83 FT. SOUTH OF A FENCE, 1.3 FT. WEST OF A STEEL WITNESS POST, BE0140'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FT. ABOVE BE0140'THE GROUND. NOTE-- THE DIRT ROAD IS NOW STATE ROAD 162 AND HAS BE0140'BEEN PAVED. BE0140 BE0140 STATION RECOVERY (1964) BE0140 BE0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 BE0140'RECOVERED IN GOOD CONDITION. BE0140 BE0140 STATION RECOVERY (1981) BE0140 BE0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 BE0140'8.0 KILOMETERS (5.0 MILES) SOUTH ALONG U.S. HIGHWAY 231 FROM THE BE0140'POST OFFICE IN CAMPBELLTON, THENCE 0.3 KILOMETER (0.2 MILE) EAST BE0140'ALONG COUNTY ROAD 162 TO A SMALL HILL BETWEEN TWO OPEN FARM BE0140'FIELDS AND THE MARK ON THE RIGHT, 32.61 METERS (107.0 FEET) SOUTH BE0140'OF THE CENTER LINE OF THE ROAD, 25.29 METERS (83.0 FEET) SOUTH BE0140'OF A 3-FOOT HIGH WIRE RIGHT-OF-WAY FENCE AND 16.45 METERS (54.0 BE0140'FEET) SOUTHEAST OF THE STATION MARK. BE0140'THE MARK IS 0.3 METERS W FROM A WITNESS POST. BE0140'THE MARK IS 3.04 M ABOVE THE ROAD. BE0140 BE0140 STATION RECOVERY (1981) BE0140 BE0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 BE0140'RECOVERED IN GOOD CONDITION. BE0140 BE0140 STATION RECOVERY (1991) BE0140 BE0140'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE0140'RECOVERED IN GOOD CONDITION. BE0140 BE0140 STATION RECOVERY (2001) BE0140 BE0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0140'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0140 BE0140 STATION RECOVERY (2001) BE0140 BE0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0140'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0140 BE0140 STATION RECOVERY (2001) BE0140 BE0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0140'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0137 *********************************************************************** BE0137 DESIGNATION - BRADLEY AZ MK BE0137 PID - BE0137 BE0137 STATE/COUNTY- FL/JACKSON BE0137 USGS QUAD - SILLS (1994) BE0137 BE0137 *CURRENT SURVEY CONTROL BE0137 ___________________________________________________________________ BE0137* NAD 83(1986)- 30 53 13. (N) 085 22 02. (W) SCALED BE0137* NAVD 88 - 53.374 (meters) 175.11 (feet) ADJUSTED BE0137 ___________________________________________________________________ BE0137 GEOID HEIGHT- -27.84 (meters) GEOID99 BE0137 DYNAMIC HT - 53.306 (meters) 174.89 (feet) COMP BE0137 MODELED GRAV- 979,365.7 (mgal) NAVD 88 BE0137 BE0137 VERT ORDER - FIRST CLASS II BE0137 BE0137.The horizontal coordinates were scaled from a topographic map and have BE0137.an estimated accuracy of +/- 6 seconds. BE0137 BE0137.The orthometric height was determined by differential leveling BE0137.and adjusted by the National Geodetic Survey in June 1991. BE0137 BE0137.The geoid height was determined by GEOID99. BE0137 BE0137.The dynamic height is computed by dividing the NAVD 88 BE0137.geopotential number by the normal gravity value computed on the BE0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0137.degrees latitude (g = 980.6199 gals.). BE0137 BE0137.The modeled gravity was interpolated from observed gravity values. BE0137 BE0137; North East Units Estimated Accuracy BE0137;SPC FL N - 209,490. 517,080. MT (+/- 180 meters Scaled) BE0137 BE0137 SUPERSEDED SURVEY CONTROL BE0137 BE0137 NGVD 29 - 53.489 (m) 175.49 (f) ADJ UNCH 1 2 BE0137 BE0137.Superseded values are not recommended for survey control. BE0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0137.See file dsdata.txt to determine how the superseded data were derived. BE0137 BE0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV560182(NAD 83) BE0137_MARKER: DZ = AZIMUTH MARK DISK BE0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0137_STAMPING: BRADLEY 1938 BE0137_PROJECTION: FLUSH BE0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0137+STABILITY: SURFACE MOTION BE0137 BE0137 HISTORY - Date Condition Report By BE0137 HISTORY - 1938 MONUMENTED CGS BE0137 HISTORY - 1961 GOOD NGS BE0137 HISTORY - 1964 GOOD NGS BE0137 HISTORY - 1981 GOOD NGS BE0137 HISTORY - 1981 GOOD NGS BE0137 HISTORY - 19910508 MARK NOT FOUND USPSQD BE0137 HISTORY - 20010331 GOOD NGS BE0137 HISTORY - 20010331 GOOD NGS BE0137 HISTORY - 20010331 GOOD NGS BE0137 BE0137 STATION DESCRIPTION BE0137 BE0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 BE0137'5 MI S FROM CAMPBELLTON. BE0137'5.0 MILES SOUTH ALONG U.S. HIGHWAY 231 FROM THE WATER TANK AT BE0137'CAMPBELLTON, 185 YARDS SOUTH OF AN INTERSECTION WITH AN EAST BE0137'AND WEST GRADED DIRT ROAD, 75 YARDS SOUTH OF A SMALL AMOCO SERVICE BE0137'STATION, 0.2 MILE WEST SOUTHWEST OF TRIANGULATION STATION BRADLEY BE0137'2, 111 FT. SOUTH OF A FENCE CORNER, 117 FT. NORTH OF POWER POLE BE0137'3, 36 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FT. EAST BE0137'OF A FENCE, 1.1 FT. NORTH OF A STEEL WITNESS POST SET IN THE TOP BE0137'OF A CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE THE GROUND. BE0137 BE0137 STATION RECOVERY (1964) BE0137 BE0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 BE0137'RECOVERED IN GOOD CONDITION. BE0137 BE0137 STATION RECOVERY (1981) BE0137 BE0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 BE0137'8.2 KILOMETERS (5.1 MILES) SOUTH ALONG U.S. HIGHWAY 231 FROM THE BE0137'POST OFFICE IN CAMPBELLTON TO THE MARK ON THE LEFT, 0.2 BE0137'KILOMETERS (0.1 MILE) SOUTH OF THE INTERSECTION OF COUNTY ROAD BE0137'162, SET ON THE WEST EDGE OF THE BANK OF A OPEN FARM FIELD, BE0137'BETWEEN TWO POWER POLES, 82.90 METERS (272.0 FEET) SOUTH- BE0137'SOUTHEAST OF COUNTY ROAD 162 SIGN, 73.45 METERS (241.0 FEET) BE0137'SOUTH OF POWER POLE NUMBER 3, 36.88 METERS (121.0 FEET) NORTH BE0137'OF POWER POLE NUMBER 3A AND 11.74 METERS (38.5 FEET) EAST OF THE BE0137'CENTER LINE OF THE HIGHWAY. BE0137'THE MARK IS 0.3 METERS N FROM A WITNESS POST. BE0137'THE MARK IS 0.91 M ABOVE THE HIGHWAY. BE0137 BE0137 STATION RECOVERY (1981) BE0137 BE0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 BE0137'RECOVERED IN GOOD CONDITION. BE0137 BE0137 STATION RECOVERY (1991) BE0137 BE0137'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE0137'MARK NOT FOUND. BE0137 BE0137 STATION RECOVERY (2001) BE0137 BE0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0137'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0137 BE0137 STATION RECOVERY (2001) BE0137 BE0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0137'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0137 BE0137 STATION RECOVERY (2001) BE0137 BE0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 BE0137'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0141 *********************************************************************** BE0141 DESIGNATION - BRADLEY RM 2 BE0141 PID - BE0141 BE0141 STATE/COUNTY- FL/JACKSON BE0141 USGS QUAD - SILLS (1994) BE0141 BE0141 *CURRENT SURVEY CONTROL BE0141 ___________________________________________________________________ BE0141* NAD 83(1986)- 30 53 12. (N) 085 21 49. (W) SCALED BE0141* NAVD 88 - 52.912 (meters) 173.60 (feet) ADJUSTED BE0141 ___________________________________________________________________ BE0141 GEOID HEIGHT- -27.84 (meters) GEOID99 BE0141 DYNAMIC HT - 52.844 (meters) 173.37 (feet) COMP BE0141 MODELED GRAV- 979,365.7 (mgal) NAVD 88 BE0141 BE0141 VERT ORDER - FIRST CLASS II BE0141 BE0141.The horizontal coordinates were scaled from a topographic map and have BE0141.an estimated accuracy of +/- 6 seconds. BE0141 BE0141.The orthometric height was determined by differential leveling BE0141.and adjusted by the National Geodetic Survey in June 1991. BE0141 BE0141.The geoid height was determined by GEOID99. BE0141 BE0141.The dynamic height is computed by dividing the NAVD 88 BE0141.geopotential number by the normal gravity value computed on the BE0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0141.degrees latitude (g = 980.6199 gals.). BE0141 BE0141.The modeled gravity was interpolated from observed gravity values. BE0141 BE0141; North East Units Estimated Accuracy BE0141;SPC FL N - 209,450. 517,420. MT (+/- 180 meters Scaled) BE0141 BE0141 SUPERSEDED SURVEY CONTROL BE0141 BE0141 NGVD 29 - 53.024 (m) 173.96 (f) ADJ UNCH 1 2 BE0141 BE0141.Superseded values are not recommended for survey control. BE0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0141.See file dsdata.txt to determine how the superseded data were derived. BE0141 BE0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV564181(NAD 83) BE0141_MARKER: DR = REFERENCE MARK DISK BE0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0141_STAMPING: BRADLEY NO 2 1938 BE0141_PROJECTION: PROJECTING 7 CENTIMETERS BE0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0141+STABILITY: SURFACE MOTION BE0141 BE0141 HISTORY - Date Condition Report By BE0141 HISTORY - 1938 MONUMENTED CGS BE0141 HISTORY - 1961 GOOD NGS BE0141 HISTORY - 1964 GOOD NGS BE0141 HISTORY - 1981 GOOD NGS BE0141 HISTORY - 1981 GOOD NGS BE0141 HISTORY - 19910508 GOOD USPSQD BE0141 HISTORY - 20010331 GOOD NGS BE0141 HISTORY - 20010331 GOOD NGS BE0141 HISTORY - 20010331 GOOD NGS BE0141 BE0141 STATION DESCRIPTION BE0141 BE0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 BE0141'5.1 MI S FROM CAMPBELLTON. BE0141'4.9 MILES SOUTH ALONG U.S. HIGHWAY 231 FROM THE WATER TANK AT BE0141'CAMPBELLTON, THENCE 0.2 MILE EAST ALONG A GRADED DIRT ROAD, BE0141'224 YARDS EAST OF A SMALL WHITE FRAME HOUSE, 94 YARDS WEST OF A BE0141'FENCE, AT THE TOP OF A HILL, 108 FT. SOUTH OF THE CENTER LINE BE0141'OF THE ROAD, 86 FT. SOUTH OF A FENCE, 1.2 FT. EAST OF A STEEL BE0141'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS BE0141'0.3 FT. ABOVE THE GROUND, 58.102 FT. SOUTHWEST OF TRIANGULATION BE0141'STATION BRADLEY 2. NOTE-- THE GRADED ROAD IS NOW STATE ROAD BE0141'162 AND HAS BEEN PAVED. BE0141 BE0141 STATION RECOVERY (1964) BE0141 BE0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 BE0141'RECOVERED IN GOOD CONDITION. BE0141 BE0141 STATION RECOVERY (1981) BE0141 BE0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 BE0141'8.0 KILOMETERS (5.0 MILES) SOUTH ALONG U.S. HIGHWAY 231 FROM THE BE0141'POST OFFICE IN CAMPBELLTON, THENCE 0.3 KILOMETER (0.2 MILE) BE0141'EAST ALONG COUNTY ROAD 162 TO A SMALL HILL BETWEEN TWO FIELDS BE0141'AND THE MARK ON THE RIGHT, 32.91 METERS (108.0 FEET) SOUTH OF THE BE0141'CENTER LINE OF THE ROAD, 26.21 METERS (86.0 FEET) SOUTH OF A 3-FOOT BE0141'HIGH WIRE RIGHT-OF-WAY FENCE AND 17.67 METERS (58.0 FEET) BE0141'SOUTHWEST OF THE STATION MARK. BE0141'THE MARK IS 0.30 METERS E FROM A WITNESS POST. BE0141'THE MARK IS 3.04 M ABOVE THE ROAD. BE0141 BE0141 STATION RECOVERY (1981) BE0141 BE0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 BE0141'RECOVERED IN GOOD CONDITION. BE0141 BE0141 STATION RECOVERY (1991) BE0141 BE0141'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE0141'RECOVERED IN GOOD CONDITION. BE0141 BE0141 STATION RECOVERY (2001) BE0141 BE0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0141'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0141 BE0141 STATION RECOVERY (2001) BE0141 BE0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0141'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0141 BE0141 STATION RECOVERY (2001) BE0141 BE0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0141'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0270 *********************************************************************** BE0270 DESIGNATION - BUCKHORN AZ MK RESET 1960 BE0270 PID - BE0270 BE0270 STATE/COUNTY- FL/JACKSON BE0270 USGS QUAD - MARIANNA (1994) BE0270 BE0270 *CURRENT SURVEY CONTROL BE0270 ___________________________________________________________________ BE0270* NAD 83(1986)- 30 52 13. (N) 085 11 45. (W) SCALED BE0270* NAVD 88 - 31.11 (meters) 102.1 (feet) RESET BE0270 ___________________________________________________________________ BE0270 GEOID HEIGHT- -28.02 (meters) GEOID99 BE0270 BE0270 VERT ORDER - THIRD BE0270 BE0270.The horizontal coordinates were scaled from a topographic map and have BE0270.an estimated accuracy of +/- 6 seconds. BE0270 BE0270.The orthometric height was computed from unverified reset data. BE0270 BE0270.The geoid height was determined by GEOID99. BE0270 BE0270; North East Units Estimated Accuracy BE0270;SPC FL N - 207,530. 533,450. MT (+/- 180 meters Scaled) BE0270 BE0270 SUPERSEDED SURVEY CONTROL BE0270 BE0270 NGVD 29 - 31.23 (m) 102.5 (f) RESET 3 BE0270 BE0270.Superseded values are not recommended for survey control. BE0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0270.See file dsdata.txt to determine how the superseded data were derived. BE0270 BE0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV724166(NAD 83) BE0270_MARKER: DB = BENCH MARK DISK BE0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0270_STAMPING: BUCKHORN AZIMUTH RESET 1960 BE0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0270+STABILITY: SURFACE MOTION BE0270 BE0270 HISTORY - Date Condition Report By BE0270 HISTORY - 1960 MONUMENTED CGS BE0270 HISTORY - 1989 MARK NOT FOUND USPSQD BE0270 HISTORY - 20010331 POOR NGS BE0270 HISTORY - 20010331 POOR NGS BE0270 BE0270 STATION DESCRIPTION BE0270 BE0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 BE0270'2 MI W FROM GREENWOOD. BE0270'2.0 MILES WEST ALONG A GRADED DIRT ROAD LEADING FROM THE POST BE0270'OFFICE AT GREENWOOD, 35 YARDS SOUTH SOUTHEAST OF THE SOUTHEAST BE0270'CORNER OF AN ABANDONED 2 STORY UNPAINTED HOUSE, 57 FT. NORTH OF BE0270'THE CENTER LINE OF THE ROAD, 14 FT. SOUTHWEST OF A FENCE, 0.6 FT. BE0270'SOUTHWEST OF A STEEL WITNESS POST, SET IN THE TOP OF A CONCRETE BE0270'POST WHICH PROJECTS 0.2 FT. ABOVE THE GROUND. BE0270 BE0270 STATION RECOVERY (1989) BE0270 BE0270'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0270'MARK NOT FOUND. BE0270 BE0270 STATION RECOVERY (2001) BE0270 BE0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0270'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0270 BE0270 STATION RECOVERY (2001) BE0270 BE0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0270'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0168 *********************************************************************** BE0168 DESIGNATION - C 127 BE0168 PID - BE0168 BE0168 STATE/COUNTY- FL/JACKSON BE0168 USGS QUAD - MALONE (1982) BE0168 BE0168 *CURRENT SURVEY CONTROL BE0168 ___________________________________________________________________ BE0168* NAD 83(1986)- 30 55 22. (N) 085 14 02. (W) SCALED BE0168* NAVD 88 - 37.916 (meters) 124.40 (feet) ADJUSTED BE0168 ___________________________________________________________________ BE0168 GEOID HEIGHT- -27.91 (meters) GEOID99 BE0168 DYNAMIC HT - 37.867 (meters) 124.24 (feet) COMP BE0168 MODELED GRAV- 979,365.2 (mgal) NAVD 88 BE0168 BE0168 VERT ORDER - SECOND CLASS 0 BE0168 BE0168.The horizontal coordinates were scaled from a topographic map and have BE0168.an estimated accuracy of +/- 6 seconds. BE0168 BE0168.The orthometric height was determined by differential leveling BE0168.and adjusted by the National Geodetic Survey in June 1991. BE0168 BE0168.The geoid height was determined by GEOID99. BE0168 BE0168.The dynamic height is computed by dividing the NAVD 88 BE0168.geopotential number by the normal gravity value computed on the BE0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0168.degrees latitude (g = 980.6199 gals.). BE0168 BE0168.The modeled gravity was interpolated from observed gravity values. BE0168 BE0168; North East Units Estimated Accuracy BE0168;SPC FL N - 213,370. 529,850. MT (+/- 180 meters Scaled) BE0168 BE0168 SUPERSEDED SURVEY CONTROL BE0168 BE0168 NGVD 29 - 38.036 (m) 124.79 (f) ADJ UNCH 2 0 BE0168 BE0168.Superseded values are not recommended for survey control. BE0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0168.See file dsdata.txt to determine how the superseded data were derived. BE0168 BE0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV687223(NAD 83) BE0168_MARKER: DB = BENCH MARK DISK BE0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0168_STAMPING: C 127 1952 BE0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0168+STABILITY: SURFACE MOTION BE0168 BE0168 HISTORY - Date Condition Report By BE0168 HISTORY - 1952 MONUMENTED CGS BE0168 HISTORY - 1989 GOOD USPSQD BE0168 HISTORY - 20010331 GOOD NGS BE0168 HISTORY - 20010331 GOOD NGS BE0168 HISTORY - 20010331 GOOD NGS BE0168 BE0168 STATION DESCRIPTION BE0168 BE0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 BE0168'6.8 MI NW FROM GREENWOOD. BE0168'ABOUT 2.65 MILES WEST ALONG A GRADED ROAD FROM THE SCHOOL AT BE0168'GREENWOOD, THENCE ABOUT 4.15 MILES NORTH AND NORTHWEST ALONG A BE0168'GRADED ROAD, AT THE JUNCTION OF A ROAD WEST, AT C.J. HAYNES GROCERY BE0168'STORE, 28 FEET NORTH OF CENTER LINE OF ROAD WEST, 240 FEET NORTHWEST BE0168'OF CENTER OF JUNCTION, 64 1/2 FEET WEST OF NORTHWEST CORNER OF BE0168'GROCERY STORE, 51 1/2 FEET SOUTHWEST OF SOUTHWEST CORNER OF BE0168'SOUTH WING OF A HOUSE, 4 FEET NORTH OF A FENCE CORNER, 1 1/2 FEET BE0168'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL BE0168'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES. BE0168 BE0168 STATION RECOVERY (1989) BE0168 BE0168'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0168'RECOVERED IN GOOD CONDITION. BE0168 BE0168 STATION RECOVERY (2001) BE0168 BE0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0168'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0168 BE0168 STATION RECOVERY (2001) BE0168 BE0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0168'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0168 BE0168 STATION RECOVERY (2001) BE0168 BE0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 BE0168'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0308 *********************************************************************** BE0308 DESIGNATION - C 128 BE0308 PID - BE0308 BE0308 STATE/COUNTY- FL/JACKSON BE0308 USGS QUAD - DELLWOOD (1994) BE0308 BE0308 *CURRENT SURVEY CONTROL BE0308 ___________________________________________________________________ BE0308* NAD 83(1986)- 30 47 34. (N) 085 07 11. (W) SCALED BE0308* NAVD 88 - 37.457 (meters) 122.89 (feet) ADJUSTED BE0308 ___________________________________________________________________ BE0308 GEOID HEIGHT- -28.20 (meters) GEOID99 BE0308 DYNAMIC HT - 37.408 (meters) 122.73 (feet) COMP BE0308 MODELED GRAV- 979,341.3 (mgal) NAVD 88 BE0308 BE0308 VERT ORDER - SECOND CLASS 0 BE0308 BE0308.The horizontal coordinates were scaled from a topographic map and have BE0308.an estimated accuracy of +/- 6 seconds. BE0308 BE0308.The orthometric height was determined by differential leveling BE0308.and adjusted by the National Geodetic Survey in June 1991. BE0308 BE0308.The geoid height was determined by GEOID99. BE0308 BE0308.The dynamic height is computed by dividing the NAVD 88 BE0308.geopotential number by the normal gravity value computed on the BE0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0308.degrees latitude (g = 980.6199 gals.). BE0308 BE0308.The modeled gravity was interpolated from observed gravity values. BE0308 BE0308; North East Units Estimated Accuracy BE0308;SPC FL N - 198,890. 540,690. MT (+/- 180 meters Scaled) BE0308 BE0308 SUPERSEDED SURVEY CONTROL BE0308 BE0308 NGVD 29 - 37.586 (m) 123.31 (f) ADJ UNCH 2 0 BE0308 BE0308.Superseded values are not recommended for survey control. BE0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0308.See file dsdata.txt to determine how the superseded data were derived. BE0308 BE0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV799081(NAD 83) BE0308_MARKER: DB = BENCH MARK DISK BE0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0308_STAMPING: C 128 1952 BE0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0308+STABILITY: SURFACE MOTION BE0308 BE0308 HISTORY - Date Condition Report By BE0308 HISTORY - 1952 MONUMENTED CGS BE0308 HISTORY - 1960 GOOD NGS BE0308 HISTORY - 1989 GOOD USPSQD BE0308 HISTORY - 19970715 GOOD USPSQD BE0308 HISTORY - 20010331 GOOD NGS BE0308 HISTORY - 20010331 GOOD NGS BE0308 HISTORY - 20010331 GOOD NGS BE0308 HISTORY - 20010331 GOOD NGS BE0308 HISTORY - 20010331 GOOD NGS BE0308 HISTORY - 20010331 GOOD NGS BE0308 BE0308 STATION DESCRIPTION BE0308 BE0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 BE0308'4.9 MI SW FROM DELLWOOD. BE0308'4.9 MILES SOUTHWEST ALONG STATE HIGHWAY 164 FROM THE SCHOOL BE0308'AT DELLWOOD 63 YARDS EAST NORTHEAST OF A CONCRETE BLOCK HOUSE, BE0308'57 YARDS WEST OF A FENCE CORNER, 46 FT. SOUTH OF THE CENTER LINE BE0308'OF THE HIGHWAY, 3 FT. ABOVE THE LEVEL OF THE HIGHWAY 1.2 FT. WEST BE0308'OF A STEEL WITNESS POST SET IN THE TOP OF A CONCRETE POST WHICH BE0308'PROJECTS 0.3 FT. ABOVE THE GROUND. BE0308 BE0308 STATION RECOVERY (1989) BE0308 BE0308'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0308'RECOVERED IN GOOD CONDITION. BE0308 BE0308 STATION RECOVERY (1997) BE0308 BE0308'RECOVERY NOTE BY US POWER SQUADRON 1997 BE0308'RECOVERED IN GOOD CONDITION. BE0308 BE0308 STATION RECOVERY (2001) BE0308 BE0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0308'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0308 BE0308 STATION RECOVERY (2001) BE0308 BE0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0308'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0308 BE0308 STATION RECOVERY (2001) BE0308 BE0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0308'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0308 BE0308 STATION RECOVERY (2001) BE0308 BE0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0308'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0308 BE0308 STATION RECOVERY (2001) BE0308 BE0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0308'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0308 BE0308 STATION RECOVERY (2001) BE0308 BE0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0308'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0392 *********************************************************************** BE0392 DESIGNATION - C 130 RESET 1963 BE0392 PID - BE0392 BE0392 STATE/COUNTY- FL/JACKSON BE0392 USGS QUAD - STEAM MILL (1994) BE0392 BE0392 *CURRENT SURVEY CONTROL BE0392 ___________________________________________________________________ BE0392* NAD 83(1986)- 30 55 10. (N) 084 59 16. (W) SCALED BE0392* NAVD 88 - 30.09 (meters) 98.7 (feet) RESET BE0392 ___________________________________________________________________ BE0392 GEOID HEIGHT- -28.03 (meters) GEOID99 BE0392 BE0392 VERT ORDER - THIRD BE0392 BE0392.The horizontal coordinates were scaled from a topographic map and have BE0392.an estimated accuracy of +/- 6 seconds. BE0392 BE0392.The orthometric height was computed from unverified reset data. BE0392 BE0392.The geoid height was determined by GEOID99. BE0392 BE0392; North East Units Estimated Accuracy BE0392;SPC FL N - 212,870. 553,380. MT (+/- 180 meters Scaled) BE0392 BE0392 SUPERSEDED SURVEY CONTROL BE0392 BE0392.No superseded survey control is available for this station. BE0392 BE0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV922224(NAD 83) BE0392_MARKER: DB = BENCH MARK DISK BE0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0392_STAMPING: C 130 RESET 1963 BE0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0392+STABILITY: SURFACE MOTION BE0392 BE0392 HISTORY - Date Condition Report By BE0392 HISTORY - 1963 MONUMENTED CGS BE0392 BE0392 STATION DESCRIPTION BE0392 BE0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 BE0392'15.2 MI N FROM SNEADS. BE0392'15.25 MILES NORTH ALONG STATE ROAD 271 FROM THE JUNCTION WITH BE0392'U.S. HIGHWAY 90 AT SNEADS, ABOUT 250 FEET NORTH OF THE GREAT BE0392'MACADONIA CHURCH, 52 FEET WEST OF THE CENTER OF THE ROAD AND BE0392'1 FOOT WEST OF A WITNESS SIGN. A STANDARD DISK SET IN THE BE0392'TOP OF AN 8-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE1905 *********************************************************************** BE1905 DESIGNATION - C 394 BE1905 PID - BE1905 BE1905 STATE/COUNTY- FL/JACKSON BE1905 USGS QUAD - COTTONDALE EAST (1994) BE1905 BE1905 *CURRENT SURVEY CONTROL BE1905 ___________________________________________________________________ BE1905* NAD 83(1986)- 30 52 25. (N) 085 21 43. (W) SCALED BE1905* NAVD 88 - 44.702 (meters) 146.66 (feet) ADJUSTED BE1905 ___________________________________________________________________ BE1905 GEOID HEIGHT- -27.86 (meters) GEOID99 BE1905 DYNAMIC HT - 44.645 (meters) 146.47 (feet) COMP BE1905 MODELED GRAV- 979,364.8 (mgal) NAVD 88 BE1905 BE1905 VERT ORDER - FIRST CLASS II BE1905 BE1905.The horizontal coordinates were scaled from a topographic map and have BE1905.an estimated accuracy of +/- 6 seconds. BE1905 BE1905.The orthometric height was determined by differential leveling BE1905.and adjusted by the National Geodetic Survey in June 1991. BE1905 BE1905.The geoid height was determined by GEOID99. BE1905 BE1905.The dynamic height is computed by dividing the NAVD 88 BE1905.geopotential number by the normal gravity value computed on the BE1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE1905.degrees latitude (g = 980.6199 gals.). BE1905 BE1905.The modeled gravity was interpolated from observed gravity values. BE1905 BE1905; North East Units Estimated Accuracy BE1905;SPC FL N - 208,000. 517,570. MT (+/- 180 meters Scaled) BE1905 BE1905 SUPERSEDED SURVEY CONTROL BE1905 BE1905.No superseded survey control is available for this station. BE1905 BE1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV565167(NAD 83) BE1905_MARKER: I = METAL ROD BE1905_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) BE1905_STAMPING: C 394 1981 BE1905_MARK LOGO: NGS BE1905_PROJECTION: FLUSH BE1905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE1905_ROD/PIPE-DEPTH: 6.1 meters BE1905 BE1905 HISTORY - Date Condition Report By BE1905 HISTORY - 1981 MONUMENTED NGS BE1905 HISTORY - 1989 GOOD USPSQD BE1905 HISTORY - 20010331 MARK NOT FOUND NGS BE1905 HISTORY - 20010331 MARK NOT FOUND NGS BE1905 HISTORY - 20010331 MARK NOT FOUND NGS BE1905 HISTORY - 20010331 MARK NOT FOUND NGS BE1905 HISTORY - 20010331 MARK NOT FOUND NGS BE1905 BE1905 STATION DESCRIPTION BE1905 BE1905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 BE1905'10.7 KM (6.65 MI) NORTH FROM COTTONDALE. BE1905'10.7 KILOMETERS (6.65 MILES) NORTH ALONG U.S. HIGHWAY 231 FROM THE BE1905'JUNCTION OF U.S. HIGHWAY 90 IN COTTONDALE, TO THE MARK ON THE LEFT, BE1905'ALSO, 9.6 KILOMETERS (6.0 MILES) SOUTH ALONG U.S. HIGHWAY 231 FROM BE1905'THE POST OFFICE IN CAMPBELLTON, 11.89 METERS (39.0 FEET) WEST- BE1905'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 8.23 METERS (27.0 BE1905'FEET) SOUTH-SOUTHEAST OF A FENCE CORNER, 0.67 METER (2.2 FEET) BE1905'NORTH-NORTHWEST OF A UTILITY POLE WITH AN UNDERGROUND CABLE BE1905'BOX AND 0.49 METER (1.6 FEET) EAST-NORTHEAST OF A FENCE LINE. BE1905'THE MARK IS 0.40 METERS SSE FROM A WITNESS POST. BE1905'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. BE1905 BE1905 STATION RECOVERY (1989) BE1905 BE1905'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE1905'RECOVERED IN GOOD CONDITION. BE1905 BE1905 STATION RECOVERY (2001) BE1905 BE1905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1905'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1905 BE1905 STATION RECOVERY (2001) BE1905 BE1905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1905'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1905 BE1905 STATION RECOVERY (2001) BE1905 BE1905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1905'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1905 BE1905 STATION RECOVERY (2001) BE1905 BE1905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1905'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1905 BE1905 STATION RECOVERY (2001) BE1905 BE1905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1905'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE1906 *********************************************************************** BE1906 DESIGNATION - C 395 BE1906 PID - BE1906 BE1906 STATE/COUNTY- FL/JACKSON BE1906 USGS QUAD - SILLS (1994) BE1906 BE1906 *CURRENT SURVEY CONTROL BE1906 ___________________________________________________________________ BE1906* NAD 83(1986)- 30 53 13. (N) 085 22 06. (W) SCALED BE1906* NAVD 88 - 49.102 (meters) 161.10 (feet) ADJUSTED BE1906 ___________________________________________________________________ BE1906 GEOID HEIGHT- -27.84 (meters) GEOID99 BE1906 DYNAMIC HT - 49.039 (meters) 160.89 (feet) COMP BE1906 MODELED GRAV- 979,365.7 (mgal) NAVD 88 BE1906 OBS GRAVITY - 979,364.4 (mgal) GRAV_OBS BE1906 BE1906 VERT ORDER - FIRST CLASS II BE1906 BE1906.The horizontal coordinates were scaled from a topographic map and have BE1906.an estimated accuracy of +/- 6 seconds. BE1906 BE1906.The orthometric height was determined by differential leveling BE1906.and adjusted by the National Geodetic Survey in June 1991. BE1906 BE1906.The geoid height was determined by GEOID99. BE1906 BE1906.The dynamic height is computed by dividing the NAVD 88 BE1906.geopotential number by the normal gravity value computed on the BE1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE1906.degrees latitude (g = 980.6199 gals.). BE1906 BE1906.The modeled gravity was interpolated from observed gravity values. BE1906.The observed gravity was obtained from relative gravimeter ties BE1906.to the IGSN71 gravity network. BE1906 BE1906; North East Units Estimated Accuracy BE1906;SPC FL N - 209,490. 516,970. MT (+/- 180 meters Scaled) BE1906 BE1906 SUPERSEDED SURVEY CONTROL BE1906 BE1906.No superseded survey control is available for this station. BE1906 BE1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV559182(NAD 83) BE1906_MARKER: I = METAL ROD BE1906_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) BE1906_STAMPING: C 395 1981 BE1906_MARK LOGO: NGS BE1906_PROJECTION: FLUSH BE1906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD BE1906+STABILITY: POSITION/ELEVATION WELL BE1906_ROD/PIPE-DEPTH: 11.6 meters BE1906_SLEEVE-DEPTH : 6.11 meters BE1906 BE1906 HISTORY - Date Condition Report By BE1906 HISTORY - 1981 MONUMENTED NGS BE1906 HISTORY - 20010331 GOOD NGS BE1906 HISTORY - 20010331 GOOD NGS BE1906 HISTORY - 20010331 GOOD NGS BE1906 HISTORY - 20010331 GOOD NGS BE1906 BE1906 STATION DESCRIPTION BE1906 BE1906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 BE1906'8.08 KM (5.05 MI) SOUTH FROM CAMPBELLTON. BE1906'8.08 KILOMETERS (5.05 MILES) SOUTH ALONG US HIGHWAY 231 FROM THE POST BE1906'OFFICE IN CAMPBELLTON, THENCE 0.08 KILOMETER (0.05 MILE) WEST ALONG BE1906'COUNTY ROAD 162, TO THE MARK ON THE LEFT, 20.34 METERS (66.7 FEET) BE1906'SOUTHEAST OF A JUNCTION U.S. 231 SIGN, 19.69 METERS (64.6 FEET) BE1906'SOUTHWEST OF A U.S. 231 SIGN WITH A DOUBLE POINTED ARROW, 19.22 METERS BE1906'(63.0 FEET) SOUTH OF THE CENTER LINE OF THE ROAD, 5.83 METERS (19.1 BE1906'FEET) WEST OF A TRIPLE TRUNK OAK TREE, 0.46 METER (1.5 FEET) EAST OF BE1906'A WITNESS POST. BE1906'THE MARK IS 0.46 METERS W FROM A WITNESS POST. BE1906'THE MARK IS ABOVE LEVEL WITH ROAD. BE1906 BE1906 STATION RECOVERY (2001) BE1906 BE1906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1906'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1906 BE1906 STATION RECOVERY (2001) BE1906 BE1906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1906'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1906 BE1906 STATION RECOVERY (2001) BE1906 BE1906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1906'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1906 BE1906 STATION RECOVERY (2001) BE1906 BE1906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1906'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0122 *********************************************************************** BE0122 DESIGNATION - D 126 BE0122 PID - BE0122 BE0122 STATE/COUNTY- FL/JACKSON BE0122 USGS QUAD - SILLS (1994) BE0122 BE0122 *CURRENT SURVEY CONTROL BE0122 ___________________________________________________________________ BE0122* NAD 83(1986)- 30 56 48. (N) 085 21 18. (W) SCALED BE0122* NAVD 88 - 42.232 (meters) 138.56 (feet) ADJUSTED BE0122 ___________________________________________________________________ BE0122 GEOID HEIGHT- -27.78 (meters) GEOID99 BE0122 DYNAMIC HT - 42.178 (meters) 138.38 (feet) COMP BE0122 MODELED GRAV- 979,370.3 (mgal) NAVD 88 BE0122 BE0122 VERT ORDER - SECOND CLASS 0 BE0122 BE0122.The horizontal coordinates were scaled from a topographic map and have BE0122.an estimated accuracy of +/- 6 seconds. BE0122 BE0122.The orthometric height was determined by differential leveling BE0122.and adjusted by the National Geodetic Survey in June 1991. BE0122 BE0122.The geoid height was determined by GEOID99. BE0122 BE0122.The dynamic height is computed by dividing the NAVD 88 BE0122.geopotential number by the normal gravity value computed on the BE0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0122.degrees latitude (g = 980.6199 gals.). BE0122 BE0122.The modeled gravity was interpolated from observed gravity values. BE0122 BE0122; North East Units Estimated Accuracy BE0122;SPC FL N - 216,100. 518,300. MT (+/- 180 meters Scaled) BE0122 BE0122 SUPERSEDED SURVEY CONTROL BE0122 BE0122 NGVD 29 - 42.344 (m) 138.92 (f) ADJ UNCH 2 0 BE0122 BE0122.Superseded values are not recommended for survey control. BE0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0122.See file dsdata.txt to determine how the superseded data were derived. BE0122 BE0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV571248(NAD 83) BE0122_MARKER: DB = BENCH MARK DISK BE0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0122_STAMPING: D 126 1952 BE0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0122+STABILITY: SURFACE MOTION BE0122 BE0122 HISTORY - Date Condition Report By BE0122 HISTORY - 1952 MONUMENTED CGS BE0122 HISTORY - 1964 GOOD NGS BE0122 HISTORY - 1983 GOOD NGS BE0122 HISTORY - 1989 GOOD USPSQD BE0122 HISTORY - 20010331 GOOD NGS BE0122 HISTORY - 20010331 GOOD NGS BE0122 HISTORY - 20010331 GOOD NGS BE0122 HISTORY - 20010331 GOOD NGS BE0122 HISTORY - 20010331 GOOD NGS BE0122 BE0122 STATION DESCRIPTION BE0122 BE0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 BE0122'2.4 MI E FROM CAMPBELLTON. BE0122'ABOUT 2.4 MILES EAST ALONG STATE HIGHWAY 2 FROM THE SCHOOL AT BE0122'CAMPBELLTON, ABOUT 0.1 MILE WEST OF A CROSSROAD, 49 FEET SOUTH BE0122'OF CENTER LINE OF HIGHWAY, 58 FEET EAST OF NORTHEAST CORNER OF BE0122'A FRAME HOUSE OWNED BY J.C. MC RAY, 45 FEET SOUTHEAST OF A 20-INCH BE0122'PECAN TREE, 2 FEET NORTH OF A FENCE LINE, 1 1/2 FEET EAST OF BE0122'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY BE0122'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH. NOTE-- THE BE0122'HOUSE HAD BURNED DOWN. THE WITNESS POST WAS REPLACED WITH A BE0122'WITNESS SIGN. BE0122 BE0122 STATION RECOVERY (1964) BE0122 BE0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 BE0122'RECOVERED IN GOOD CONDITION. BE0122 BE0122 STATION RECOVERY (1983) BE0122 BE0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 BE0122'CHANGES FOLLOW IN NEW RECOVERY NOTE: 2.9 MILES EAST ALONG STATE BE0122'HIGHWAY 2 FROM THE POST OFFICE IN CAMPBELLTON, 0.1 MILE WEST OF A BE0122'CROSSROAD, 49.0 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 2, 45.0 BE0122'FEET SOUTHEAST OF A 30-INCH PECAN TREE AND 2.0 FEET NORTH OF A BE0122'RIGHT-OF-WAY LINE. BE0122 BE0122 STATION RECOVERY (1989) BE0122 BE0122'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0122'RECOVERED IN GOOD CONDITION. BE0122 BE0122 STATION RECOVERY (2001) BE0122 BE0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0122'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0122 BE0122 STATION RECOVERY (2001) BE0122 BE0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0122'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0122 BE0122 STATION RECOVERY (2001) BE0122 BE0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0122'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0122 BE0122 STATION RECOVERY (2001) BE0122 BE0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0122'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0122 BE0122 STATION RECOVERY (2001) BE0122 BE0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0122'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0334 *********************************************************************** BE0334 DESIGNATION - D 128 BE0334 PID - BE0334 BE0334 STATE/COUNTY- FL/JACKSON BE0334 USGS QUAD - DELLWOOD (1994) BE0334 BE0334 *CURRENT SURVEY CONTROL BE0334 ___________________________________________________________________ BE0334* NAD 83(1986)- 30 47 50. (N) 085 06 10. (W) SCALED BE0334* NAVD 88 - 40.637 (meters) 133.32 (feet) ADJUSTED BE0334 ___________________________________________________________________ BE0334 GEOID HEIGHT- -28.21 (meters) GEOID99 BE0334 DYNAMIC HT - 40.584 (meters) 133.15 (feet) COMP BE0334 MODELED GRAV- 979,341.1 (mgal) NAVD 88 BE0334 BE0334 VERT ORDER - SECOND CLASS 0 BE0334 BE0334.The horizontal coordinates were scaled from a topographic map and have BE0334.an estimated accuracy of +/- 6 seconds. BE0334 BE0334.The orthometric height was determined by differential leveling BE0334.and adjusted by the National Geodetic Survey in June 1991. BE0334 BE0334.The geoid height was determined by GEOID99. BE0334 BE0334.The dynamic height is computed by dividing the NAVD 88 BE0334.geopotential number by the normal gravity value computed on the BE0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0334.degrees latitude (g = 980.6199 gals.). BE0334 BE0334.The modeled gravity was interpolated from observed gravity values. BE0334 BE0334; North East Units Estimated Accuracy BE0334;SPC FL N - 199,380. 542,310. MT (+/- 180 meters Scaled) BE0334 BE0334 SUPERSEDED SURVEY CONTROL BE0334 BE0334 NGVD 29 - 40.766 (m) 133.75 (f) ADJ UNCH 2 0 BE0334 BE0334.Superseded values are not recommended for survey control. BE0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0334.See file dsdata.txt to determine how the superseded data were derived. BE0334 BE0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV815086(NAD 83) BE0334_MARKER: DB = BENCH MARK DISK BE0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0334_STAMPING: D 128 1952 BE0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0334+STABILITY: SURFACE MOTION BE0334 BE0334 HISTORY - Date Condition Report By BE0334 HISTORY - 1952 MONUMENTED CGS BE0334 HISTORY - 1989 MARK NOT FOUND USPSQD BE0334 HISTORY - 19970715 MARK NOT FOUND USPSQD BE0334 HISTORY - 20010331 MARK NOT FOUND NGS BE0334 HISTORY - 20010331 MARK NOT FOUND NGS BE0334 HISTORY - 20010331 MARK NOT FOUND NGS BE0334 HISTORY - 20010331 MARK NOT FOUND NGS BE0334 HISTORY - 20010331 MARK NOT FOUND NGS BE0334 BE0334 STATION DESCRIPTION BE0334 BE0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 BE0334'3.8 MI SW FROM DELLWOOD. BE0334'ABOUT 3.8 MILES SOUTHWEST AND WEST ALONG A GRADED ROAD FROM THE BE0334'SCHOOL AT DELLWOOD, ABOUT 0.55 MILE WEST OF THE JUNCTION OF A BE0334'ROAD SOUTH, ABOUT 0.1 MILE EAST OF J.C. HASTY RESIDENCE, 35 FEET BE0334'SOUTH OF CENTER LINE OF ROAD, 147 FEET NORTH OF NORTHEAST CORNER BE0334'OF A TENANT HOUSE, 41 FEET NORTH-NORTHEAST OF AN ABANDONED DEEP BE0334'WELL, 25 FEET SOUTHWEST OF CENTER LINE OF A DRIVE TO A BARN, 56 BE0334'FEET WEST-SOUTHWEST OF A POWER POLE, 1 1/2 FEET NORTH OF A WHITE BE0334'WOODEN WITNESS POST, 2 FEET ABOVE LEVEL OF ROAD AND SET IN THE BE0334'TOP OF A CONCRETE POST PROJECTING 3 INCHES. BE0334 BE0334 STATION RECOVERY (1989) BE0334 BE0334'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0334'MARK NOT FOUND. BE0334 BE0334 STATION RECOVERY (1997) BE0334 BE0334'RECOVERY NOTE BY US POWER SQUADRON 1997 BE0334'MARK NOT FOUND. BE0334 BE0334 STATION RECOVERY (2001) BE0334 BE0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0334'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0334 BE0334 STATION RECOVERY (2001) BE0334 BE0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0334'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0334 BE0334 STATION RECOVERY (2001) BE0334 BE0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0334'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0334 BE0334 STATION RECOVERY (2001) BE0334 BE0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0334'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0334 BE0334 STATION RECOVERY (2001) BE0334 BE0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0334'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE1907 *********************************************************************** BE1907 DESIGNATION - D 394 BE1907 PID - BE1907 BE1907 STATE/COUNTY- FL/JACKSON BE1907 USGS QUAD - SILLS (1994) BE1907 BE1907 *CURRENT SURVEY CONTROL BE1907 ___________________________________________________________________ BE1907* NAD 83(1986)- 30 54 06. (N) 085 22 26. (W) SCALED BE1907* NAVD 88 - 42.568 (meters) 139.66 (feet) ADJUSTED BE1907 ___________________________________________________________________ BE1907 GEOID HEIGHT- -27.82 (meters) GEOID99 BE1907 DYNAMIC HT - 42.513 (meters) 139.48 (feet) COMP BE1907 MODELED GRAV- 979,366.7 (mgal) NAVD 88 BE1907 BE1907 VERT ORDER - FIRST CLASS II BE1907 BE1907.The horizontal coordinates were scaled from a topographic map and have BE1907.an estimated accuracy of +/- 6 seconds. BE1907 BE1907.The orthometric height was determined by differential leveling BE1907.and adjusted by the National Geodetic Survey in June 1991. BE1907 BE1907.The geoid height was determined by GEOID99. BE1907 BE1907.The dynamic height is computed by dividing the NAVD 88 BE1907.geopotential number by the normal gravity value computed on the BE1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE1907.degrees latitude (g = 980.6199 gals.). BE1907 BE1907.The modeled gravity was interpolated from observed gravity values. BE1907 BE1907; North East Units Estimated Accuracy BE1907;SPC FL N - 211,120. 516,450. MT (+/- 180 meters Scaled) BE1907 BE1907 SUPERSEDED SURVEY CONTROL BE1907 BE1907.No superseded survey control is available for this station. BE1907 BE1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV554198(NAD 83) BE1907_MARKER: I = METAL ROD BE1907_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) BE1907_STAMPING: D 394 1981 BE1907_MARK LOGO: NGS BE1907_PROJECTION: FLUSH BE1907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE1907_ROD/PIPE-DEPTH: 11.0 meters BE1907 BE1907 HISTORY - Date Condition Report By BE1907 HISTORY - 1981 MONUMENTED NGS BE1907 HISTORY - 1989 GOOD USPSQD BE1907 HISTORY - 20010331 MARK NOT FOUND NGS BE1907 HISTORY - 20010331 MARK NOT FOUND NGS BE1907 HISTORY - 20010331 MARK NOT FOUND NGS BE1907 HISTORY - 20010331 MARK NOT FOUND NGS BE1907 HISTORY - 20010331 MARK NOT FOUND NGS BE1907 BE1907 STATION DESCRIPTION BE1907 BE1907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 BE1907'6.1 KM (3.8 MI) SOUTH FROM CAMPBELLTON. BE1907'6.1 KILOMETERS (3.8 MILES) SOUTH ALONG U.S. HIGHWAY 231 FROM THE BE1907'POST OFFICE IN CAMPBELLTON, TO THE MARK ON THE RIGHT, IN THE BE1907'SOUTHEAST ANGLE OF A DIRT ROAD CROSSING, 11.89 METERS (39.0 FEET) BE1907'EAST-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 10.98 METERS BE1907'(36.0 FEET) SOUTH OF THE CENTER OF THE DIRT ROAD, 4.06 METERS BE1907'(13.3 FEET) SOUTH-SOUTHEAST OF A FENCE CORNER AND 1.23 METERS BE1907'(4.0 FEET) NORTH-NORTHWEST OF UTILITY POLE F55. BE1907'THE MARK IS 0.53 METERS SSE FROM A WITNESS POST. BE1907'THE MARK IS 1.20 M ABOVE THE HIGHWAY. BE1907 BE1907 STATION RECOVERY (1989) BE1907 BE1907'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE1907'RECOVERED IN GOOD CONDITION. BE1907 BE1907 STATION RECOVERY (2001) BE1907 BE1907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1907'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1907 BE1907 STATION RECOVERY (2001) BE1907 BE1907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1907'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1907 BE1907 STATION RECOVERY (2001) BE1907 BE1907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1907'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1907 BE1907 STATION RECOVERY (2001) BE1907 BE1907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1907'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1907 BE1907 STATION RECOVERY (2001) BE1907 BE1907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1907'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE1777 *********************************************************************** BE1777 DESIGNATION - D 396 BE1777 PID - BE1777 BE1777 STATE/COUNTY- FL/JACKSON BE1777 USGS QUAD - SILLS (1994) BE1777 BE1777 *CURRENT SURVEY CONTROL BE1777 ___________________________________________________________________ BE1777* NAD 83(1986)- 31 00 00. (N) 085 17 33. (W) SCALED BE1777* NAVD 88 - 40.376 (meters) 132.47 (feet) ADJUSTED BE1777 ___________________________________________________________________ BE1777 GEOID HEIGHT- -27.74 (meters) GEOID99 BE1777 DYNAMIC HT - 40.325 (meters) 132.30 (feet) COMP BE1777 MODELED GRAV- 979,375.2 (mgal) NAVD 88 BE1777 BE1777 VERT ORDER - SECOND CLASS 0 BE1777 BE1777.The horizontal coordinates were scaled from a topographic map and have BE1777.an estimated accuracy of +/- 6 seconds. BE1777 BE1777.The orthometric height was determined by differential leveling BE1777.and adjusted by the National Geodetic Survey in June 1991. BE1777 BE1777.The geoid height was determined by GEOID99. BE1777 BE1777.The dynamic height is computed by dividing the NAVD 88 BE1777.geopotential number by the normal gravity value computed on the BE1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE1777.degrees latitude (g = 980.6199 gals.). BE1777 BE1777.The modeled gravity was interpolated from observed gravity values. BE1777 BE1777; North East Units Estimated Accuracy BE1777;SPC FL N - 221,970. 524,310. MT (+/- 180 meters Scaled) BE1777 BE1777 SUPERSEDED SURVEY CONTROL BE1777 BE1777 NGVD 29 - 40.490 (m) 132.84 (f) ADJ UNCH 2 0 BE1777 BE1777.Superseded values are not recommended for survey control. BE1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE1777.See file dsdata.txt to determine how the superseded data were derived. BE1777 BE1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV630308(NAD 83) BE1777_MARKER: DB = BENCH MARK DISK BE1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE1777_STAMPING: D 396 1952 BE1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE1777+STABILITY: SURFACE MOTION BE1777 BE1777 HISTORY - Date Condition Report By BE1777 HISTORY - 1952 MONUMENTED CGS BE1777 HISTORY - 20010331 GOOD NGS BE1777 HISTORY - 20010331 GOOD NGS BE1777 HISTORY - 20020331 GOOD NGS BE1777 BE1777 STATION DESCRIPTION BE1777 BE1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 BE1777'4 MI S FROM COTTONWOOD. BE1777'ABOUT 1.15 MILES SOUTHEAST ALONG STATE HIGHWAY 53 FROM THE JUNCTION BE1777'OF SEALY SPRINGS ROAD AT COTTONWOOD, THENCE ABOUT 2.9 MILES SOUTHWEST BE1777'AND SOUTH ALONG A GRADED ROAD, AT THE JUNCTION OF A ROAD EAST AT BE1777'THE ALABAMA-FLORIDA STATE LINE, 33 FEET WEST OF CENTER LINE OF ROAD, BE1777'10 FEET SOUTH OF EXTENDED CENTER LINE OF ROAD EAST, 8 FEET BE1777'NORTHWEST OF A 30-INCH CEDAR TREE, 21 1/2 FEET NORTHEAST OF A BE1777'24-INCH LEANING OAK TREE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS BE1777'POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST BE1777'PROJECTING 1 INCH. NOTE-- MARK MAY BE REACHED FROM MALONE, JACKSON BE1777'COUNTY, FLORIDA BY GOING ABOUT 7.4 MILES WEST ALONG STATE HIGHWAY BE1777'2 FROM INTERSECTION OF STATE HIGHWAY 71, THENCE ABOUT 4.2 MILES BE1777'NORTH ALONG A GRADED ROAD TO THE ALABAMA-FLORIDA STATE LINE. BE1777 BE1777 STATION RECOVERY (2001) BE1777 BE1777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1777'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1777 BE1777 STATION RECOVERY (2001) BE1777 BE1777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 BE1777'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1777 BE1777 STATION RECOVERY (2002) BE1777 BE1777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB) BE1777'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0115 *********************************************************************** BE0115 DESIGNATION - E 126 BE0115 PID - BE0115 BE0115 STATE/COUNTY- FL/JACKSON BE0115 USGS QUAD - CAMPBELLTON (1993) BE0115 BE0115 *CURRENT SURVEY CONTROL BE0115 ___________________________________________________________________ BE0115* NAD 83(1986)- 30 56 47. (N) 085 23 12. (W) SCALED BE0115* NAVD 88 - 39.285 (meters) 128.89 (feet) ADJUSTED BE0115 ___________________________________________________________________ BE0115 GEOID HEIGHT- -27.75 (meters) GEOID99 BE0115 DYNAMIC HT - 39.235 (meters) 128.72 (feet) COMP BE0115 MODELED GRAV- 979,370.0 (mgal) NAVD 88 BE0115 BE0115 VERT ORDER - FIRST CLASS II BE0115 BE0115.The horizontal coordinates were scaled from a topographic map and have BE0115.an estimated accuracy of +/- 6 seconds. BE0115 BE0115.The orthometric height was determined by differential leveling BE0115.and adjusted by the National Geodetic Survey in June 1991. BE0115 BE0115.The geoid height was determined by GEOID99. BE0115 BE0115.The dynamic height is computed by dividing the NAVD 88 BE0115.geopotential number by the normal gravity value computed on the BE0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0115.degrees latitude (g = 980.6199 gals.). BE0115 BE0115.The modeled gravity was interpolated from observed gravity values. BE0115 BE0115; North East Units Estimated Accuracy BE0115;SPC FL N - 216,090. 515,270. MT (+/- 180 meters Scaled) BE0115 BE0115 SUPERSEDED SURVEY CONTROL BE0115 BE0115 NGVD 29 - 39.395 (m) 129.25 (f) ADJ UNCH 1 2 BE0115 BE0115.Superseded values are not recommended for survey control. BE0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0115.See file dsdata.txt to determine how the superseded data were derived. BE0115 BE0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV541247(NAD 83) BE0115_MARKER: DB = BENCH MARK DISK BE0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0115_STAMPING: E 126 1952 BE0115_PROJECTION: FLUSH BE0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0115+STABILITY: SURFACE MOTION BE0115 BE0115 HISTORY - Date Condition Report By BE0115 HISTORY - 1952 MONUMENTED CGS BE0115 HISTORY - 1960 GOOD NGS BE0115 HISTORY - 1964 GOOD NGS BE0115 HISTORY - 1981 GOOD NGS BE0115 HISTORY - 1983 GOOD NGS BE0115 HISTORY - 1989 GOOD USPSQD BE0115 HISTORY - 20010331 GOOD NGS BE0115 HISTORY - 20010331 GOOD NGS BE0115 HISTORY - 20010331 GOOD NGS BE0115 HISTORY - 20010331 GOOD NGS BE0115 BE0115 STATION DESCRIPTION BE0115 BE0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 BE0115'0.9 MI E FROM CAMPBELLTON. BE0115'0.9 MILE EAST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE AT BE0115'CAMPBELLTON 110 YARDS EAST OF AN INTERSECTION WITH A NORTH BE0115'AND SOUTH GRADED DIRT ROAD, 49 FT. SOUTH OF THE CENTER LINE BE0115'OF THE HIGHWAY, 1.6 FT. NORTH OF A FENCE, 1.5 FT. EAST OF A STEEL BE0115'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS BE0115'0.1 FT. ABOVE THE GROUND. BE0115 BE0115 STATION RECOVERY (1964) BE0115 BE0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 BE0115'RECOVERED IN GOOD CONDITION. BE0115 BE0115 STATION RECOVERY (1981) BE0115 BE0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 BE0115'1.6 KILOMETERS (1.0 MILES) EAST ALONG STATE HIGHWAY 2 FROM THE BE0115'POST OFFICE IN CAMPBELLTON TO THE MARK ON THE RIGHT, SET IN A FENCE BE0115'LINE WEST OF NORTHWEST CORNER POST OF A CHAIN LINK FENCE AROUND BE0115'THE YARD OF A SINGLE STORY BRICK HOUSE, BOX NUMBER 51-1, 14.93 BE0115'METERS (49.0 FEET) SOUTH OF THE CENTER LINE OF THE HIGHWAY, 10.05 BE0115'METERS (33.0 FEET) WEST OF THE NORTHWEST CORNER POST OF THE CHAIN BE0115'LINK FENCE, 7.16 METERS (23.5 FEET) WEST-NORTHWEST OF A POWER POLE BE0115'WITH LINES CROSSING THE HIGHWAY AND 0.39 METER (1.3 FEET) NORTH BE0115'OF THE FENCE LINE. BE0115'THE MARK IS 0.35 METERS E FROM A WITNESS POST. BE0115'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. BE0115 BE0115 STATION RECOVERY (1983) BE0115 BE0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 BE0115'RECOVERED IN GOOD CONDITION. BE0115 BE0115 STATION RECOVERY (1989) BE0115 BE0115'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0115'RECOVERED IN GOOD CONDITION. BE0115 BE0115 STATION RECOVERY (2001) BE0115 BE0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0115'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0115 BE0115 STATION RECOVERY (2001) BE0115 BE0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0115'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0115 BE0115 STATION RECOVERY (2001) BE0115 BE0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0115'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0115 BE0115 STATION RECOVERY (2001) BE0115 BE0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0115'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0135 *********************************************************************** BE0135 DESIGNATION - E 127 BE0135 PID - BE0135 BE0135 STATE/COUNTY- FL/JACKSON BE0135 USGS QUAD - SILLS (1994) BE0135 BE0135 *CURRENT SURVEY CONTROL BE0135 ___________________________________________________________________ BE0135* NAD 83(1986)- 30 56 01. (N) 085 15 51. (W) SCALED BE0135* NAVD 88 - 28.787 (meters) 94.45 (feet) ADJUSTED BE0135 ___________________________________________________________________ BE0135 GEOID HEIGHT- -27.87 (meters) GEOID99 BE0135 DYNAMIC HT - 28.750 (meters) 94.32 (feet) COMP BE0135 MODELED GRAV- 979,367.5 (mgal) NAVD 88 BE0135 BE0135 VERT ORDER - SECOND CLASS 0 BE0135 BE0135.The horizontal coordinates were scaled from a topographic map and have BE0135.an estimated accuracy of +/- 6 seconds. BE0135 BE0135.The orthometric height was determined by differential leveling BE0135.and adjusted by the National Geodetic Survey in June 1991. BE0135 BE0135.The geoid height was determined by GEOID99. BE0135 BE0135.The dynamic height is computed by dividing the NAVD 88 BE0135.geopotential number by the normal gravity value computed on the BE0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0135.degrees latitude (g = 980.6199 gals.). BE0135 BE0135.The modeled gravity was interpolated from observed gravity values. BE0135 BE0135; North East Units Estimated Accuracy BE0135;SPC FL N - 214,590. 526,970. MT (+/- 180 meters Scaled) BE0135 BE0135 SUPERSEDED SURVEY CONTROL BE0135 BE0135 NGVD 29 - 28.906 (m) 94.84 (f) ADJ UNCH 2 0 BE0135 BE0135.Superseded values are not recommended for survey control. BE0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0135.See file dsdata.txt to determine how the superseded data were derived. BE0135 BE0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV658235(NAD 83) BE0135_MARKER: DB = BENCH MARK DISK BE0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0135_STAMPING: E 127 1952 BE0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0135+STABILITY: SURFACE MOTION BE0135 BE0135 HISTORY - Date Condition Report By BE0135 HISTORY - 1952 MONUMENTED CGS BE0135 HISTORY - 1989 MARK NOT FOUND USPSQD BE0135 HISTORY - 20010331 MARK NOT FOUND NGS BE0135 HISTORY - 20010331 MARK NOT FOUND NGS BE0135 HISTORY - 20010331 GOOD NGS BE0135 BE0135 STATION DESCRIPTION BE0135 BE0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 BE0135'8.6 MI NW FROM GREENWOOD. BE0135'ABOUT 2.65 MILES WEST ALONG A GRADED ROAD FROM THE SCHOOL AT BE0135'GREENWOOD, THENCE ABOUT 4.15 MILES NORTH AND NORTHWEST ALONG BE0135'A GRADED ROAD, THENCE ABOUT 1.85 MILES WEST AND NORTHWEST ALONG BE0135'A GRADED ROAD, 33 FEET NORTH OF CENTER LINE OF ROAD, 211 FEET BE0135'EAST OF EAST END OF A WOODEN BRIDGE OVER COWARTS CREEK, 109 FEET BE0135'SOUTHWEST OF POWER POLE NO. 173, 30 FEET WEST OF A FENCE CORNER, BE0135'7 1/2 FEET SOUTH OF A TRIANGULAR BLAZED 8-INCH OAK TREE, 1 1/2 BE0135'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH BE0135'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. BE0135'NOTE-- MARK IS REACHED FROM MALONE BY GOING ABOUT 7.05 MILES BE0135'WEST ALONG STATE HIGHWAY 2 FROM THE INTERSECTION OF STATE HIGHWAY BE0135'71, THENCE ABOUT 0.25 MILE SOUTH AND ABOUT 1.0 MILE SOUTHEAST BE0135'ALONG A GRADED ROAD. BE0135 BE0135 STATION RECOVERY (1989) BE0135 BE0135'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0135'MARK NOT FOUND. BE0135 BE0135 STATION RECOVERY (2001) BE0135 BE0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0135'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0135 BE0135 STATION RECOVERY (2001) BE0135 BE0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0135'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0135 BE0135 STATION RECOVERY (2001) BE0135 BE0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0135'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0333 *********************************************************************** BE0333 DESIGNATION - E 128 BE0333 PID - BE0333 BE0333 STATE/COUNTY- FL/JACKSON BE0333 USGS QUAD - DELLWOOD (1994) BE0333 BE0333 *CURRENT SURVEY CONTROL BE0333 ___________________________________________________________________ BE0333* NAD 83(1986)- 30 48 15. (N) 085 04 41. (W) SCALED BE0333* NAVD 88 - 39.364 (meters) 129.15 (feet) ADJUSTED BE0333 ___________________________________________________________________ BE0333 GEOID HEIGHT- -28.22 (meters) GEOID99 BE0333 DYNAMIC HT - 39.313 (meters) 128.98 (feet) COMP BE0333 MODELED GRAV- 979,341.3 (mgal) NAVD 88 BE0333 BE0333 VERT ORDER - SECOND CLASS 0 BE0333 BE0333.The horizontal coordinates were scaled from a topographic map and have BE0333.an estimated accuracy of +/- 6 seconds. BE0333 BE0333.The orthometric height was determined by differential leveling BE0333.and adjusted by the National Geodetic Survey in June 1991. BE0333 BE0333.The geoid height was determined by GEOID99. BE0333 BE0333.The dynamic height is computed by dividing the NAVD 88 BE0333.geopotential number by the normal gravity value computed on the BE0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0333.degrees latitude (g = 980.6199 gals.). BE0333 BE0333.The modeled gravity was interpolated from observed gravity values. BE0333 BE0333; North East Units Estimated Accuracy BE0333;SPC FL N - 200,130. 544,680. MT (+/- 180 meters Scaled) BE0333 BE0333 SUPERSEDED SURVEY CONTROL BE0333 BE0333 NGVD 29 - 39.494 (m) 129.57 (f) ADJ UNCH 2 0 BE0333 BE0333.Superseded values are not recommended for survey control. BE0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0333.See file dsdata.txt to determine how the superseded data were derived. BE0333 BE0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV838094(NAD 83) BE0333_MARKER: DB = BENCH MARK DISK BE0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0333_STAMPING: E 128 1952 BE0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0333+STABILITY: SURFACE MOTION BE0333 BE0333 HISTORY - Date Condition Report By BE0333 HISTORY - 1952 MONUMENTED CGS BE0333 HISTORY - 1960 GOOD NGS BE0333 HISTORY - 1963 GOOD NGS BE0333 HISTORY - 1989 GOOD USPSQD BE0333 HISTORY - 19970715 GOOD USPSQD BE0333 HISTORY - 20010331 GOOD NGS BE0333 HISTORY - 20010331 GOOD NGS BE0333 HISTORY - 20010331 GOOD NGS BE0333 HISTORY - 20010331 GOOD NGS BE0333 HISTORY - 20010331 GOOD NGS BE0333 HISTORY - 20010331 GOOD NGS BE0333 BE0333 STATION DESCRIPTION BE0333 BE0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 BE0333'2.2 MI SW FROM DELLWOOD. BE0333'2.2 MILES SOUTHWEST ALONG STATE HIGHWAY 164 FROM THE SCHOOL AT BE0333'DELLWOOD AT A JUNCTION WITH A GRADED DIRT ROAD LEADING NORTH, BE0333'NORTH OF AND ACROSS THE HIGHWAY FROM A STOCK PEN, 65 FT. NORTH BE0333'OF THE CENTER LINE OF THE HIGHWAY, 49 FT. EAST OF A FENCE CORNER, BE0333'23 FT. EAST OF THE CENTER LINE OF THE GRADED DIRT ROAD, 5 FT. BE0333'SOUTHEAST OF POWER POLE 77, 1.2 FT. WEST OF A STEEL WITNESS POST BE0333'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE BE0333'THE GROUND. BE0333 BE0333 STATION RECOVERY (1963) BE0333 BE0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 BE0333'RECOVERED IN GOOD CONDITION. BE0333 BE0333 STATION RECOVERY (1989) BE0333 BE0333'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0333'RECOVERED IN GOOD CONDITION. BE0333 BE0333 STATION RECOVERY (1997) BE0333 BE0333'RECOVERY NOTE BY US POWER SQUADRON 1997 BE0333'RECOVERED IN GOOD CONDITION. BE0333 BE0333 STATION RECOVERY (2001) BE0333 BE0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0333'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0333 BE0333 STATION RECOVERY (2001) BE0333 BE0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0333'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0333 BE0333 STATION RECOVERY (2001) BE0333 BE0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0333'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0333 BE0333 STATION RECOVERY (2001) BE0333 BE0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0333'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0333 BE0333 STATION RECOVERY (2001) BE0333 BE0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0333'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0333 BE0333 STATION RECOVERY (2001) BE0333 BE0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0333'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE1908 *********************************************************************** BE1908 DESIGNATION - E 394 BE1908 PID - BE1908 BE1908 STATE/COUNTY- FL/JACKSON BE1908 USGS QUAD - CAMPBELLTON (1993) BE1908 BE1908 *CURRENT SURVEY CONTROL BE1908 ___________________________________________________________________ BE1908* NAD 83(1986)- 30 54 54. (N) 085 22 50. (W) SCALED BE1908* NAVD 88 - 39.808 (meters) 130.60 (feet) ADJUSTED BE1908 ___________________________________________________________________ BE1908 GEOID HEIGHT- -27.80 (meters) GEOID99 BE1908 DYNAMIC HT - 39.757 (meters) 130.44 (feet) COMP BE1908 MODELED GRAV- 979,367.7 (mgal) NAVD 88 BE1908 BE1908 VERT ORDER - FIRST CLASS II BE1908 BE1908.The horizontal coordinates were scaled from a topographic map and have BE1908.an estimated accuracy of +/- 6 seconds. BE1908 BE1908.The orthometric height was determined by differential leveling BE1908.and adjusted by the National Geodetic Survey in June 1991. BE1908 BE1908.The geoid height was determined by GEOID99. BE1908 BE1908.The dynamic height is computed by dividing the NAVD 88 BE1908.geopotential number by the normal gravity value computed on the BE1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE1908.degrees latitude (g = 980.6199 gals.). BE1908 BE1908.The modeled gravity was interpolated from observed gravity values. BE1908 BE1908; North East Units Estimated Accuracy BE1908;SPC FL N - 212,610. 515,830. MT (+/- 180 meters Scaled) BE1908 BE1908 SUPERSEDED SURVEY CONTROL BE1908 BE1908.No superseded survey control is available for this station. BE1908 BE1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV547213(NAD 83) BE1908_MARKER: I = METAL ROD BE1908_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) BE1908_STAMPING: E 394 1981 BE1908_MARK LOGO: NGS BE1908_PROJECTION: FLUSH BE1908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE1908_ROD/PIPE-DEPTH: 14.0 meters BE1908 BE1908 HISTORY - Date Condition Report By BE1908 HISTORY - 1981 MONUMENTED NGS BE1908 HISTORY - 1989 GOOD USPSQD BE1908 HISTORY - 20010331 MARK NOT FOUND NGS BE1908 HISTORY - 20010331 MARK NOT FOUND NGS BE1908 HISTORY - 20010331 MARK NOT FOUND NGS BE1908 HISTORY - 20010331 MARK NOT FOUND NGS BE1908 HISTORY - 20010331 MARK NOT FOUND NGS BE1908 BE1908 STATION DESCRIPTION BE1908 BE1908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 BE1908'4.5 KM (2.8 MI) SOUTH FROM CAMPBELLTON. BE1908'4.5 KILOMETERS (2.8 MILES) SOUTH ALONG U.S. HIGHWAY 231 FROM THE BE1908'POST OFFICE IN CAMPBELLTON TO THE MARK ON THE RIGHT, 29.88 METERS BE1908'(98.0 FEET) WEST-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.70 BE1908'METERS (2.3 FEET) NORTH-NORTHWEST OF UTILITY POLE 30A AND BE1908'0.46 METER (1.5 FEET) EAST-SOUTHEAST OF A FENCE LINE. BE1908'THE MARK IS 0.45 METERS SSE FROM A WITNESS POST. BE1908'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. BE1908 BE1908 STATION RECOVERY (1989) BE1908 BE1908'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE1908'RECOVERED IN GOOD CONDITION. BE1908 BE1908 STATION RECOVERY (2001) BE1908 BE1908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1908'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1908 BE1908 STATION RECOVERY (2001) BE1908 BE1908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1908'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1908 BE1908 STATION RECOVERY (2001) BE1908 BE1908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1908'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1908 BE1908 STATION RECOVERY (2001) BE1908 BE1908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1908'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1908 BE1908 STATION RECOVERY (2001) BE1908 BE1908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1908'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0121 *********************************************************************** BE0121 DESIGNATION - F 126 BE0121 PID - BE0121 BE0121 STATE/COUNTY- FL/JACKSON BE0121 USGS QUAD - SILLS (1994) BE0121 BE0121 *CURRENT SURVEY CONTROL BE0121 ___________________________________________________________________ BE0121* NAD 83(1986)- 30 56 52. (N) 085 22 22. (W) SCALED BE0121* NAVD 88 - 35.959 (meters) 117.98 (feet) ADJUSTED BE0121 ___________________________________________________________________ BE0121 GEOID HEIGHT- -27.77 (meters) GEOID99 BE0121 DYNAMIC HT - 35.914 (meters) 117.83 (feet) COMP BE0121 MODELED GRAV- 979,370.3 (mgal) NAVD 88 BE0121 BE0121 VERT ORDER - FIRST CLASS II BE0121 BE0121.The horizontal coordinates were scaled from a topographic map and have BE0121.an estimated accuracy of +/- 6 seconds. BE0121 BE0121.The orthometric height was determined by differential leveling BE0121.and adjusted by the National Geodetic Survey in June 1991. BE0121.WARNING-Repeat measurements at this control monument indicate possible BE0121.vertical movement. BE0121 BE0121.The geoid height was determined by GEOID99. BE0121 BE0121.The dynamic height is computed by dividing the NAVD 88 BE0121.geopotential number by the normal gravity value computed on the BE0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0121.degrees latitude (g = 980.6199 gals.). BE0121 BE0121.The modeled gravity was interpolated from observed gravity values. BE0121 BE0121; North East Units Estimated Accuracy BE0121;SPC FL N - 216,240. 516,600. MT (+/- 180 meters Scaled) BE0121 BE0121 SUPERSEDED SURVEY CONTROL BE0121 BE0121 NGVD 29 - 35.992 (m) 118.08 (f) ADJ UNCH 1 2 BE0121 BE0121.Superseded values are not recommended for survey control. BE0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0121.See file dsdata.txt to determine how the superseded data were derived. BE0121 BE0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV554249(NAD 83) BE0121_MARKER: DB = BENCH MARK DISK BE0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0121_STAMPING: F 126 1952 BE0121_PROJECTION: FLUSH BE0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0121+STABILITY: SURFACE MOTION BE0121 BE0121 HISTORY - Date Condition Report By BE0121 HISTORY - 1952 MONUMENTED CGS BE0121 HISTORY - 1960 GOOD NGS BE0121 HISTORY - 1964 GOOD NGS BE0121 HISTORY - 1981 GOOD NGS BE0121 HISTORY - 1983 GOOD NGS BE0121 HISTORY - 1989 GOOD USPSQD BE0121 HISTORY - 20010331 GOOD NGS BE0121 HISTORY - 20010331 GOOD NGS BE0121 HISTORY - 20010331 GOOD NGS BE0121 HISTORY - 20010331 GOOD NGS BE0121 HISTORY - 20010331 GOOD NGS BE0121 BE0121 STATION DESCRIPTION BE0121 BE0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 BE0121'1.8 MI E FROM COTTONDALE. BE0121'1.8 MILE EAST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE AT BE0121'CAMPBELLTON AT AN INTERSECTION WITH A NORTHWEST AND SOUTHEAST BE0121'GRADED DIRT ROAD, 49 FT. NORTH OF THE CENTER LINE OF THE HIGHWAY, BE0121'22 FT. SOUTHWEST OF THE CENTER LINE OF THE DIRT ROAD, 38 FT. BE0121'NORTHWEST OF THE WEST END OF A 48 INCH STEEL PIPE CULVERT UNDER BE0121'THE DIRT ROAD, 6 FT. WEST OF A FENCE CORNER, 1.2 FT. SOUTH OF A BE0121'FENCE, 1.1 FT. EAST OF A STEEL WITNESS POST, SET IN THE TOP BE0121'OF A CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE THE GROUND. BE0121 BE0121 STATION RECOVERY (1964) BE0121 BE0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 BE0121'RECOVERED IN GOOD CONDITION. BE0121 BE0121 STATION RECOVERY (1981) BE0121 BE0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 BE0121'2.98 KILOMETERS (1.85 MILES) EAST ALONG STATE HIGHWAY 2 FROM THE BE0121'POST OFFICE IN CAMPBELLTON TO THE INTERSECTION OF A SAND ROAD BE0121'LEADING NORTHWEST AND SOUTHEAST AND THE MARK ON THE LEFT, SET IN BE0121'THE WEST ANGLE OF THE INTERSECTION SOUTHEAST OF A LONE 10-INCH BE0121'CEDAR TREE, 14.93 METERS (49.0 FEET) NORTH OF THE CENTER LINE OF THE BE0121'HIGHWAY, 8.53 METERS (28.0 FEET) NORTHWEST OF A STOP SIGN, 6.70 BE0121'METERS (22.0 FEET) SOUTHWEST OF THE CENTER OF THE SAND ROAD AND BE0121'0.70 METER (2.3 FEET) SOUTHEAST OF THE CEDAR TREE. BE0121'THE MARK IS 0.30 METERS S FROM A WITNESS POST. BE0121'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. BE0121 BE0121 STATION RECOVERY (1983) BE0121 BE0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 BE0121'RECOVERED IN GOOD CONDITION. BE0121 BE0121 STATION RECOVERY (1989) BE0121 BE0121'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0121'RECOVERED IN GOOD CONDITION. BE0121 BE0121 STATION RECOVERY (2001) BE0121 BE0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0121'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0121 BE0121 STATION RECOVERY (2001) BE0121 BE0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0121'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0121 BE0121 STATION RECOVERY (2001) BE0121 BE0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0121'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0121 BE0121 STATION RECOVERY (2001) BE0121 BE0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0121'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0121 BE0121 STATION RECOVERY (2001) BE0121 BE0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0121'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE1909 *********************************************************************** BE1909 DESIGNATION - F 394 BE1909 PID - BE1909 BE1909 STATE/COUNTY- FL/JACKSON BE1909 USGS QUAD - CAMPBELLTON (1993) BE1909 BE1909 *CURRENT SURVEY CONTROL BE1909 ___________________________________________________________________ BE1909* NAD 83(1986)- 30 55 51. (N) 085 23 13. (W) SCALED BE1909* NAVD 88 - 44.052 (meters) 144.53 (feet) ADJUSTED BE1909 ___________________________________________________________________ BE1909 GEOID HEIGHT- -27.77 (meters) GEOID99 BE1909 DYNAMIC HT - 43.995 (meters) 144.34 (feet) COMP BE1909 MODELED GRAV- 979,368.8 (mgal) NAVD 88 BE1909 BE1909 VERT ORDER - FIRST CLASS II BE1909 BE1909.The horizontal coordinates were scaled from a topographic map and have BE1909.an estimated accuracy of +/- 6 seconds. BE1909 BE1909.The orthometric height was determined by differential leveling BE1909.and adjusted by the National Geodetic Survey in June 1991. BE1909 BE1909.The geoid height was determined by GEOID99. BE1909 BE1909.The dynamic height is computed by dividing the NAVD 88 BE1909.geopotential number by the normal gravity value computed on the BE1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE1909.degrees latitude (g = 980.6199 gals.). BE1909 BE1909.The modeled gravity was interpolated from observed gravity values. BE1909 BE1909; North East Units Estimated Accuracy BE1909;SPC FL N - 214,370. 515,230. MT (+/- 180 meters Scaled) BE1909 BE1909 SUPERSEDED SURVEY CONTROL BE1909 BE1909.No superseded survey control is available for this station. BE1909 BE1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV541230(NAD 83) BE1909_MARKER: I = METAL ROD BE1909_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) BE1909_STAMPING: F 394 1981 BE1909_MARK LOGO: NGS BE1909_PROJECTION: FLUSH BE1909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE1909_ROD/PIPE-DEPTH: 7.30 meters BE1909 BE1909 HISTORY - Date Condition Report By BE1909 HISTORY - 1981 MONUMENTED NGS BE1909 HISTORY - 1989 GOOD USPSQD BE1909 HISTORY - 20010331 MARK NOT FOUND NGS BE1909 HISTORY - 20010331 MARK NOT FOUND NGS BE1909 HISTORY - 20010331 MARK NOT FOUND NGS BE1909 HISTORY - 20010331 MARK NOT FOUND NGS BE1909 BE1909 STATION DESCRIPTION BE1909 BE1909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 BE1909'2.65 KM (1,65 MI) SOUTH FROM CAMPBELLTON. BE1909'2.65 KILOMETERS (1.65 MILES) SOUTH ALONG U.S. HIGHWAY 231 FROM THE BE1909'POST OFFICE IN CAMPBELLTON TO THE MARK ON THE LEFT, IN THE SOUTHEAST BE1909'ANGLE OF A SAND ROAD CROSSING, 10.37 METERS (34.0 FEET) EAST- BE1909'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 9.16 METERS (33.0 BE1909'FEET) SOUTH OF THE CENTER OF THE SAND ROAD, 3.45 METERS (11.3 FEET) BE1909'SOUTH-SOUTHEAST OF A FENCE CORNER AND 0.33 METER (1.1 FEET) BE1909'WEST-SOUTHWEST OF THE FENCE LINE. BE1909'THE MARK IS 0.35 METERS N FROM A WITNESS POST. BE1909'THE MARK IS 0.50 M BELOW THE HIGHWAY. BE1909 BE1909 STATION RECOVERY (1989) BE1909 BE1909'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE1909'RECOVERED IN GOOD CONDITION. BE1909 BE1909 STATION RECOVERY (2001) BE1909 BE1909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1909'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1909 BE1909 STATION RECOVERY (2001) BE1909 BE1909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1909'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1909 BE1909 STATION RECOVERY (2001) BE1909 BE1909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1909'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1909 BE1909 STATION RECOVERY (2001) BE1909 BE1909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1909'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0374 *********************************************************************** BE0374 DESIGNATION - F 89 BE0374 PID - BE0374 BE0374 STATE/COUNTY- FL/JACKSON BE0374 USGS QUAD - COMPASS LAKE (1994) BE0374 BE0374 *CURRENT SURVEY CONTROL BE0374 ___________________________________________________________________ BE0374* NAD 83(1986)- 30 35 57. (N) 085 23 50. (W) SCALED BE0374* NAVD 88 - 70.296 (meters) 230.63 (feet) ADJUSTED BE0374 ___________________________________________________________________ BE0374 GEOID HEIGHT- -27.99 (meters) GEOID99 BE0374 DYNAMIC HT - 70.203 (meters) 230.32 (feet) COMP BE0374 MODELED GRAV- 979,327.3 (mgal) NAVD 88 BE0374 BE0374 VERT ORDER - SECOND CLASS 0 BE0374 BE0374.The horizontal coordinates were scaled from a topographic map and have BE0374.an estimated accuracy of +/- 6 seconds. BE0374 BE0374.The orthometric height was determined by differential leveling BE0374.and adjusted by the National Geodetic Survey in June 1991. BE0374 BE0374.The geoid height was determined by GEOID99. BE0374 BE0374.The dynamic height is computed by dividing the NAVD 88 BE0374.geopotential number by the normal gravity value computed on the BE0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0374.degrees latitude (g = 980.6199 gals.). BE0374 BE0374.The modeled gravity was interpolated from observed gravity values. BE0374 BE0374; North East Units Estimated Accuracy BE0374;SPC FL N - 177,610. 513,960. MT (+/- 180 meters Scaled) BE0374 BE0374 SUPERSEDED SURVEY CONTROL BE0374 BE0374 NGVD 29 - 70.414 (m) 231.02 (f) ADJ UNCH 2 0 BE0374 BE0374.Superseded values are not recommended for survey control. BE0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0374.See file dsdata.txt to determine how the superseded data were derived. BE0374 BE0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU536862(NAD 83) BE0374_MARKER: DB = BENCH MARK DISK BE0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0374_STAMPING: F 89 1935 BE0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0374+STABILITY: SURFACE MOTION BE0374 BE0374 HISTORY - Date Condition Report By BE0374 HISTORY - 1935 MONUMENTED CGS BE0374 HISTORY - 1959 GOOD NGS BE0374 HISTORY - 20010331 MARK NOT FOUND NGS BE0374 HISTORY - 20010331 MARK NOT FOUND NGS BE0374 HISTORY - 20010331 MARK NOT FOUND NGS BE0374 HISTORY - 20010331 MARK NOT FOUND NGS BE0374 HISTORY - 20010331 MARK NOT FOUND NGS BE0374 BE0374 STATION DESCRIPTION BE0374 BE0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 BE0374'0.3 MI N FROM COMPASS LAKE. BE0374'0.3 MILE NORTH ALONG THE ATLANTA AND ST. ANDREWS BAY RAILROAD BE0374'FROM THE MILEPOST P37D45 AT COMPASS LAKE, 51 FT. WEST OF THE BE0374'WEST RAIL, 59.5 FT. SOUTHWEST OF THE CENTER OF A DIRT ROAD BE0374'CROSSING, 35 FT. SOUTH OF THE CENTER LINE OF A DIRT ROAD, BE0374'36 FT. NORTHWEST OF THE 1ST TELEPHONE POLE SOUTH OF THE ROAD BE0374'CROSSING SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FT. BE0374'ABOVE THE GROUND. BE0374 BE0374 STATION RECOVERY (2001) BE0374 BE0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0374'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0374 BE0374 STATION RECOVERY (2001) BE0374 BE0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0374'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0374 BE0374 STATION RECOVERY (2001) BE0374 BE0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0374'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0374 BE0374 STATION RECOVERY (2001) BE0374 BE0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0374'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0374 BE0374 STATION RECOVERY (2001) BE0374 BE0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0374'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0123 *********************************************************************** BE0123 DESIGNATION - G 126 BE0123 PID - BE0123 BE0123 STATE/COUNTY- FL/JACKSON BE0123 USGS QUAD - SILLS (1994) BE0123 BE0123 *CURRENT SURVEY CONTROL BE0123 ___________________________________________________________________ BE0123* NAD 83(1986)- 30 56 27. (N) 085 20 17. (W) SCALED BE0123* NAVD 88 - 37.682 (meters) 123.63 (feet) ADJUSTED BE0123 ___________________________________________________________________ BE0123 GEOID HEIGHT- -27.80 (meters) GEOID99 BE0123 DYNAMIC HT - 37.634 (meters) 123.47 (feet) COMP BE0123 MODELED GRAV- 979,369.7 (mgal) NAVD 88 BE0123 BE0123 VERT ORDER - SECOND CLASS 0 BE0123 BE0123.The horizontal coordinates were scaled from a topographic map and have BE0123.an estimated accuracy of +/- 6 seconds. BE0123 BE0123.The orthometric height was determined by differential leveling BE0123.and adjusted by the National Geodetic Survey in June 1991. BE0123 BE0123.The geoid height was determined by GEOID99. BE0123 BE0123.The dynamic height is computed by dividing the NAVD 88 BE0123.geopotential number by the normal gravity value computed on the BE0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0123.degrees latitude (g = 980.6199 gals.). BE0123 BE0123.The modeled gravity was interpolated from observed gravity values. BE0123 BE0123; North East Units Estimated Accuracy BE0123;SPC FL N - 215,440. 519,910. MT (+/- 180 meters Scaled) BE0123 BE0123 SUPERSEDED SURVEY CONTROL BE0123 BE0123 NGVD 29 - 37.796 (m) 124.00 (f) ADJ UNCH 2 0 BE0123 BE0123.Superseded values are not recommended for survey control. BE0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0123.See file dsdata.txt to determine how the superseded data were derived. BE0123 BE0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV587242(NAD 83) BE0123_MARKER: DB = BENCH MARK DISK BE0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0123_STAMPING: G 126 1952 BE0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0123+STABILITY: SURFACE MOTION BE0123 BE0123 HISTORY - Date Condition Report By BE0123 HISTORY - 1952 MONUMENTED CGS BE0123 HISTORY - 1960 GOOD NGS BE0123 HISTORY - 1964 GOOD NGS BE0123 HISTORY - 1983 GOOD NGS BE0123 HISTORY - 1989 MARK NOT FOUND USPSQD BE0123 HISTORY - 20010331 MARK NOT FOUND NGS BE0123 HISTORY - 20010331 MARK NOT FOUND NGS BE0123 HISTORY - 20010331 MARK NOT FOUND NGS BE0123 HISTORY - 20010331 MARK NOT FOUND NGS BE0123 HISTORY - 20010331 MARK NOT FOUND NGS BE0123 BE0123 STATION DESCRIPTION BE0123 BE0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 BE0123'3.9 MI E FROM CAMPBELLTON. BE0123'3.9 MILES EAST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE AT BE0123'CAMPBELLTON, 49 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 114 BE0123'FEET WEST OF TELEPHONE POLE 38, 1.5 FEET NORTH OF A FENCE, BE0123'1.0 FOOT WEST OF A STEEL WITNESS POST, SET IN THE TOP OF A CONCRETE BE0123'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND. BE0123 BE0123 STATION RECOVERY (1964) BE0123 BE0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 BE0123'RECOVERED IN GOOD CONDITION. BE0123 BE0123 STATION RECOVERY (1983) BE0123 BE0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 BE0123'RECOVERED IN GOOD CONDITION. BE0123 BE0123 STATION RECOVERY (1989) BE0123 BE0123'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0123'MARK NOT FOUND. BE0123 BE0123 STATION RECOVERY (2001) BE0123 BE0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0123'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0123 BE0123 STATION RECOVERY (2001) BE0123 BE0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0123'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0123 BE0123 STATION RECOVERY (2001) BE0123 BE0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0123'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0123 BE0123 STATION RECOVERY (2001) BE0123 BE0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0123'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0123 BE0123 STATION RECOVERY (2001) BE0123 BE0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0123'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0128 *********************************************************************** BE0128 DESIGNATION - G 127 BE0128 PID - BE0128 BE0128 STATE/COUNTY- FL/JACKSON BE0128 USGS QUAD - SILLS (1994) BE0128 BE0128 *CURRENT SURVEY CONTROL BE0128 ___________________________________________________________________ BE0128* NAD 83(1986)- 30 58 41. (N) 085 17 10. (W) SCALED BE0128* NAVD 88 - 35.613 (meters) 116.84 (feet) ADJUSTED BE0128 ___________________________________________________________________ BE0128 GEOID HEIGHT- -27.79 (meters) GEOID99 BE0128 DYNAMIC HT - 35.568 (meters) 116.69 (feet) COMP BE0128 MODELED GRAV- 979,372.8 (mgal) NAVD 88 BE0128 BE0128 VERT ORDER - SECOND CLASS 0 BE0128 BE0128.The horizontal coordinates were scaled from a topographic map and have BE0128.an estimated accuracy of +/- 6 seconds. BE0128 BE0128.The orthometric height was determined by differential leveling BE0128.and adjusted by the National Geodetic Survey in June 1991. BE0128 BE0128.The geoid height was determined by GEOID99. BE0128 BE0128.The dynamic height is computed by dividing the NAVD 88 BE0128.geopotential number by the normal gravity value computed on the BE0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0128.degrees latitude (g = 980.6199 gals.). BE0128 BE0128.The modeled gravity was interpolated from observed gravity values. BE0128 BE0128; North East Units Estimated Accuracy BE0128;SPC FL N - 219,530. 524,900. MT (+/- 180 meters Scaled) BE0128 BE0128 SUPERSEDED SURVEY CONTROL BE0128 BE0128 NGVD 29 - 35.728 (m) 117.22 (f) ADJ UNCH 2 0 BE0128 BE0128.Superseded values are not recommended for survey control. BE0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0128.See file dsdata.txt to determine how the superseded data were derived. BE0128 BE0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV636284(NAD 83) BE0128_MARKER: DB = BENCH MARK DISK BE0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0128_STAMPING: G 127 1952 BE0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0128+STABILITY: SURFACE MOTION BE0128 BE0128 HISTORY - Date Condition Report By BE0128 HISTORY - 1952 MONUMENTED CGS BE0128 HISTORY - 1989 GOOD USPSQD BE0128 HISTORY - 20010331 GOOD NGS BE0128 HISTORY - 20010331 GOOD NGS BE0128 HISTORY - 20010331 GOOD NGS BE0128 HISTORY - 20010331 GOOD NGS BE0128 BE0128 STATION DESCRIPTION BE0128 BE0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 BE0128'10 MI NW FROM MALONE. BE0128'ABOUT 7.4 MILES WEST ALONG STATE HIGHWAY 2 FROM THE INTERSECTION BE0128'OF STATE HIGHWAY 71 AT MALONE, THENCE ABOUT 2.6 MILES NORTH BE0128'ALONG A GRADED ROAD, AT THE RESIDENCE OF I.L. SILLS, 41 FEET BE0128'EAST OF CENTER LINE OF ROAD, 33 FEET WEST-SOUTHWEST OF SOUTHWEST BE0128'CORNER OF HOUSE, 33 FEET NORTH OF A POWER POLE ON BRANCH LINE BE0128'TO HOUSE (BRANCH LINE TAKES OFF POLE NO. 72 WITH A TRANSFORMER BE0128'ON MAIN LINE), 49 FEET SOUTH OF A 40-INCH FORKED OAK TREE, BE0128'3 FEET WEST OF LAWN FENCE LINE, ABOUT 1 1/2 FEET ABOVE LEVEL OF BE0128'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES. BE0128 BE0128 STATION RECOVERY (1989) BE0128 BE0128'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0128'RECOVERED IN GOOD CONDITION. BE0128 BE0128 STATION RECOVERY (2001) BE0128 BE0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0128'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0128 BE0128 STATION RECOVERY (2001) BE0128 BE0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0128'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0128 BE0128 STATION RECOVERY (2001) BE0128 BE0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0128'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0128 BE0128 STATION RECOVERY (2001) BE0128 BE0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0128'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0339 *********************************************************************** BE0339 DESIGNATION - G 129 BE0339 PID - BE0339 BE0339 STATE/COUNTY- FL/JACKSON BE0339 USGS QUAD - DELLWOOD (1994) BE0339 BE0339 *CURRENT SURVEY CONTROL BE0339 ___________________________________________________________________ BE0339* NAD 83(1986)- 30 48 05. (N) 085 01 05. (W) SCALED BE0339* NAVD 88 - 32.133 (meters) 105.42 (feet) ADJUSTED BE0339 ___________________________________________________________________ BE0339 GEOID HEIGHT- -28.23 (meters) GEOID99 BE0339 DYNAMIC HT - 32.092 (meters) 105.29 (feet) COMP BE0339 MODELED GRAV- 979,340.7 (mgal) NAVD 88 BE0339 BE0339 VERT ORDER - SECOND CLASS 0 BE0339 BE0339.The horizontal coordinates were scaled from a topographic map and have BE0339.an estimated accuracy of +/- 6 seconds. BE0339 BE0339.The orthometric height was determined by differential leveling BE0339.and adjusted by the National Geodetic Survey in June 1991. BE0339 BE0339.The geoid height was determined by GEOID99. BE0339 BE0339.The dynamic height is computed by dividing the NAVD 88 BE0339.geopotential number by the normal gravity value computed on the BE0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0339.degrees latitude (g = 980.6199 gals.). BE0339 BE0339.The modeled gravity was interpolated from observed gravity values. BE0339 BE0339; North East Units Estimated Accuracy BE0339;SPC FL N - 199,800. 550,420. MT (+/- 180 meters Scaled) BE0339 BE0339 SUPERSEDED SURVEY CONTROL BE0339 BE0339 NGVD 29 - 32.266 (m) 105.86 (f) ADJ UNCH 2 0 BE0339 BE0339.Superseded values are not recommended for survey control. BE0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0339.See file dsdata.txt to determine how the superseded data were derived. BE0339 BE0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV896092(NAD 83) BE0339_MARKER: DB = BENCH MARK DISK BE0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0339_STAMPING: G 129 1952 BE0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0339+STABILITY: SURFACE MOTION BE0339 BE0339 HISTORY - Date Condition Report By BE0339 HISTORY - 1952 MONUMENTED CGS BE0339 HISTORY - 1989 GOOD USPSQD BE0339 HISTORY - 19970715 GOOD USPSQD BE0339 HISTORY - 20010331 GOOD NGS BE0339 HISTORY - 20010331 GOOD NGS BE0339 HISTORY - 20010331 GOOD NGS BE0339 HISTORY - 20010331 GOOD NGS BE0339 HISTORY - 20010331 GOOD NGS BE0339 HISTORY - 20010331 GOOD NGS BE0339 BE0339 STATION DESCRIPTION BE0339 BE0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 BE0339'7 MI N FROM GRAND RIDGE. BE0339'ABOUT 6.1 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION BE0339'OF U.S. HIGHWAY 90 AT GRAND RIDGE, THENCE 0.9 MILE EAST ALONG BE0339'A GRADED ROAD, AT THE JUNCTION OF A DIM ROAD NORTH, 43 FEET SOUTH BE0339'OF THE CENTER LINE OF THE ROAD EAST AND WEST, 47 FEET SOUTH-SOUTHEAST BE0339'OF THE JUNCTION OF THE TWO ROADS, 78 FEET SOUTHWEST OF POWER POLE BE0339'NO. 11, 34 FEET SOUTHEAST OF A FENCE CORNER, 22 FEET EAST OF A BE0339'FENCE LINE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BE0339'ABOVE THE LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE POST BE0339'PROJECTING 2 INCHES. BE0339 BE0339 STATION RECOVERY (1989) BE0339 BE0339'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0339'RECOVERED IN GOOD CONDITION. BE0339 BE0339 STATION RECOVERY (1997) BE0339 BE0339'RECOVERY NOTE BY US POWER SQUADRON 1997 BE0339'RECOVERED IN GOOD CONDITION. BE0339 BE0339 STATION RECOVERY (2001) BE0339 BE0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0339'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0339 BE0339 STATION RECOVERY (2001) BE0339 BE0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0339'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0339 BE0339 STATION RECOVERY (2001) BE0339 BE0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0339'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0339 BE0339 STATION RECOVERY (2001) BE0339 BE0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0339'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0339 BE0339 STATION RECOVERY (2001) BE0339 BE0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0339'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0339 BE0339 STATION RECOVERY (2001) BE0339 BE0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0339'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE1910 *********************************************************************** BE1910 DESIGNATION - G 394 BE1910 PID - BE1910 BE1910 STATE/COUNTY- FL/JACKSON BE1910 USGS QUAD - CAMPBELLTON (1993) BE1910 BE1910 *CURRENT SURVEY CONTROL BE1910 ___________________________________________________________________ BE1910* NAD 83(1986)- 30 56 40. (N) 085 23 39. (W) SCALED BE1910* NAVD 88 - 46.730 (meters) 153.31 (feet) ADJUSTED BE1910 ___________________________________________________________________ BE1910 GEOID HEIGHT- -27.75 (meters) GEOID99 BE1910 DYNAMIC HT - 46.671 (meters) 153.12 (feet) COMP BE1910 MODELED GRAV- 979,369.8 (mgal) NAVD 88 BE1910 BE1910 VERT ORDER - FIRST CLASS II BE1910 BE1910.The horizontal coordinates were scaled from a topographic map and have BE1910.an estimated accuracy of +/- 6 seconds. BE1910 BE1910.The orthometric height was determined by differential leveling BE1910.and adjusted by the National Geodetic Survey in June 1991. BE1910 BE1910.The geoid height was determined by GEOID99. BE1910 BE1910.The dynamic height is computed by dividing the NAVD 88 BE1910.geopotential number by the normal gravity value computed on the BE1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE1910.degrees latitude (g = 980.6199 gals.). BE1910 BE1910.The modeled gravity was interpolated from observed gravity values. BE1910 BE1910; North East Units Estimated Accuracy BE1910;SPC FL N - 215,880. 514,550. MT (+/- 180 meters Scaled) BE1910 BE1910 SUPERSEDED SURVEY CONTROL BE1910 BE1910.No superseded survey control is available for this station. BE1910 BE1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV534245(NAD 83) BE1910_MARKER: I = METAL ROD BE1910_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) BE1910_STAMPING: G 394 1981 BE1910_MARK LOGO: NGS BE1910_PROJECTION: FLUSH BE1910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE1910_ROD/PIPE-DEPTH: 8.50 meters BE1910 BE1910 HISTORY - Date Condition Report By BE1910 HISTORY - 1981 MONUMENTED NGS BE1910 HISTORY - 1989 GOOD USPSQD BE1910 HISTORY - 20010331 GOOD NGS BE1910 HISTORY - 20010331 GOOD NGS BE1910 HISTORY - 20010331 GOOD NGS BE1910 HISTORY - 20010331 GOOD NGS BE1910 BE1910 STATION DESCRIPTION BE1910 BE1910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 BE1910'1.0 KM (0.6 MI) SOUTH FROM CAMPBELLTON. BE1910'1.0 KILOMETERS (0.6 MILE) SOUTH ALONG U.S. HIGHWAY 231 FROM THE BE1910'POST OFFICE IN CAMPBELLTON TO THE MARK ON THE LEFT, 20.43 METERS BE1910'(67.0 FEET) NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.5 METERS BE1910'(5.9 FEET) SOUTHWEST OF THE WEST CORNER OF A BLOCK BUILDING AND BE1910'0.49 METER (1.6 FEET) NORTHWEST OF THE WEST CORNER OF A CONCRETE BE1910'PORCH FOR THE FRONT ENTRANCE OF THE BUILDING. BE1910'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. BE1910 BE1910 STATION RECOVERY (1989) BE1910 BE1910'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE1910'RECOVERED IN GOOD CONDITION. BE1910 BE1910 STATION RECOVERY (2001) BE1910 BE1910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1910'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1910 BE1910 STATION RECOVERY (2001) BE1910 BE1910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1910'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1910 BE1910 STATION RECOVERY (2001) BE1910 BE1910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1910'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1910 BE1910 STATION RECOVERY (2001) BE1910 BE1910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1910'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0348 *********************************************************************** BE0348 DESIGNATION - G 89 BE0348 PID - BE0348 BE0348 STATE/COUNTY- FL/JACKSON BE0348 USGS QUAD - ALFORD (1994) BE0348 BE0348 *CURRENT SURVEY CONTROL BE0348 ___________________________________________________________________ BE0348* NAD 83(1986)- 30 37 55. (N) 085 23 56. (W) SCALED BE0348* NAVD 88 - 94.698 (meters) 310.69 (feet) ADJUSTED BE0348 ___________________________________________________________________ BE0348 GEOID HEIGHT- -27.97 (meters) GEOID99 BE0348 DYNAMIC HT - 94.574 (meters) 310.28 (feet) COMP BE0348 MODELED GRAV- 979,333.9 (mgal) NAVD 88 BE0348 OBS GRAVITY - 979,329.1 (mgal) GRAV_OBS BE0348 BE0348 VERT ORDER - SECOND CLASS 0 BE0348 BE0348.The horizontal coordinates were scaled from a topographic map and have BE0348.an estimated accuracy of +/- 6 seconds. BE0348 BE0348.The orthometric height was determined by differential leveling BE0348.and adjusted by the National Geodetic Survey in June 1991. BE0348 BE0348.The geoid height was determined by GEOID99. BE0348 BE0348.The dynamic height is computed by dividing the NAVD 88 BE0348.geopotential number by the normal gravity value computed on the BE0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0348.degrees latitude (g = 980.6199 gals.). BE0348 BE0348.The modeled gravity was interpolated from observed gravity values. BE0348.The observed gravity was obtained from relative gravimeter ties BE0348.to the IGSN71 gravity network. BE0348 BE0348; North East Units Estimated Accuracy BE0348;SPC FL N - 181,240. 513,830. MT (+/- 180 meters Scaled) BE0348 BE0348 SUPERSEDED SURVEY CONTROL BE0348 BE0348 NGVD 29 - 94.814 (m) 311.07 (f) ADJ UNCH 2 0 BE0348 BE0348.Superseded values are not recommended for survey control. BE0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0348.See file dsdata.txt to determine how the superseded data were derived. BE0348 BE0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU534899(NAD 83) BE0348_MARKER: DB = BENCH MARK DISK BE0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0348_STAMPING: G 89 1935 BE0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0348+STABILITY: SURFACE MOTION BE0348 BE0348 HISTORY - Date Condition Report By BE0348 HISTORY - 1935 MONUMENTED CGS BE0348 HISTORY - 1959 GOOD NGS BE0348 HISTORY - 20010331 GOOD NGS BE0348 HISTORY - 20010331 GOOD NGS BE0348 HISTORY - 20010331 GOOD NGS BE0348 HISTORY - 20010331 GOOD NGS BE0348 HISTORY - 20010331 GOOD NGS BE0348 BE0348 STATION DESCRIPTION BE0348 BE0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 BE0348'1.8 MI S FROM ROUND LAKE. BE0348'1.8 MILES SOUTH ALONG THE ATLANTA AND SAINT ANDREWS BAY RAILROAD BE0348'FROM THE ROAD CROSSING AT ROUND LAKE, 2.8 MILES NORTH OF MILEPOST BE0348'P 37 D 45 AT COMPASS LAKE, 0.2 MILE SOUTH OF MILEPOST P40 D 42, BE0348'46 FT. WEST OF THE WEST RAIL OF THE MAIN TRACK, 62 FT. SOUTHWEST BE0348'OF THE CENTER OF A DIRT ROAD CROSSING, 41 FT. SOUTH OF THE CENTER BE0348'LINE OF A DIRT ROAD, 6 FT. SOUTH OF A FENCE CORNER, 100 YARDS BE0348'SOUTH OF A TUNG OIL PLANT, 9 FT. SOUTH OF A TELEPHONE POLE, BE0348'32 FT. WEST OF THE WEST RAIL OF A SIDE TRACK, 1.2 FT. EAST OF BE0348'A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FT. BE0348'ABOVE THE GROUND. NOTE-- THERE IS NO RAILROAD STATION OR STATION BE0348'SIGN AT ROUND LAKE OR COMPASS LAKE. BE0348 BE0348 STATION RECOVERY (2001) BE0348 BE0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0348'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0348 BE0348 STATION RECOVERY (2001) BE0348 BE0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0348'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0348 BE0348 STATION RECOVERY (2001) BE0348 BE0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0348'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0348 BE0348 STATION RECOVERY (2001) BE0348 BE0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0348'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0348 BE0348 STATION RECOVERY (2001) BE0348 BE0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0348'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0124 *********************************************************************** BE0124 DESIGNATION - H 126 BE0124 PID - BE0124 BE0124 STATE/COUNTY- FL/JACKSON BE0124 USGS QUAD - SILLS (1994) BE0124 BE0124 *CURRENT SURVEY CONTROL BE0124 ___________________________________________________________________ BE0124* NAD 83(1986)- 30 56 13. (N) 085 19 26. (W) SCALED BE0124* NAVD 88 - 30.627 (meters) 100.48 (feet) ADJUSTED BE0124 ___________________________________________________________________ BE0124 GEOID HEIGHT- -27.82 (meters) GEOID99 BE0124 DYNAMIC HT - 30.588 (meters) 100.35 (feet) COMP BE0124 MODELED GRAV- 979,369.2 (mgal) NAVD 88 BE0124 BE0124 VERT ORDER - SECOND CLASS 0 BE0124 BE0124.The horizontal coordinates were scaled from a topographic map and have BE0124.an estimated accuracy of +/- 6 seconds. BE0124 BE0124.The orthometric height was determined by differential leveling BE0124.and adjusted by the National Geodetic Survey in June 1991. BE0124 BE0124.The geoid height was determined by GEOID99. BE0124 BE0124.The dynamic height is computed by dividing the NAVD 88 BE0124.geopotential number by the normal gravity value computed on the BE0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0124.degrees latitude (g = 980.6199 gals.). BE0124 BE0124.The modeled gravity was interpolated from observed gravity values. BE0124 BE0124; North East Units Estimated Accuracy BE0124;SPC FL N - 215,000. 521,260. MT (+/- 180 meters Scaled) BE0124 BE0124 SUPERSEDED SURVEY CONTROL BE0124 BE0124 NGVD 29 - 30.741 (m) 100.86 (f) ADJ UNCH 2 0 BE0124 BE0124.Superseded values are not recommended for survey control. BE0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0124.See file dsdata.txt to determine how the superseded data were derived. BE0124 BE0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV601238(NAD 83) BE0124_MARKER: DB = BENCH MARK DISK BE0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0124_STAMPING: H 126 1952 BE0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0124+STABILITY: SURFACE MOTION BE0124 BE0124 HISTORY - Date Condition Report By BE0124 HISTORY - 1952 MONUMENTED CGS BE0124 HISTORY - 1964 GOOD NGS BE0124 HISTORY - 1983 GOOD NGS BE0124 HISTORY - 1989 GOOD USPSQD BE0124 HISTORY - 20010331 MARK NOT FOUND NGS BE0124 HISTORY - 20010331 MARK NOT FOUND NGS BE0124 HISTORY - 20010331 MARK NOT FOUND NGS BE0124 HISTORY - 20010331 MARK NOT FOUND NGS BE0124 HISTORY - 20010331 MARK NOT FOUND NGS BE0124 BE0124 STATION DESCRIPTION BE0124 BE0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 BE0124'4.4 MI E FROM CAMPBELLTON. BE0124'ABOUT 4.35 MILES EAST ALONG STATE HIGHWAY 2 FROM THE SCHOOL AT BE0124'CAMPBELLTON, 50 FEET SOUTH OF CENTER LINE OF HIGHWAY, 253 FEET BE0124'WEST-SOUTHWEST OF SOUTH END OF WEST ABUTMENT OF A BRIDGE OVER BE0124'SPRING CREEK, 105 FEET SOUTH-SOUTHWEST AND ACROSS HIGHWAY FROM BE0124'POWER POLE NO. 135, 9 YARDS WEST OF NORTHEAST CORNER OF A BE0124'CULTIVATED FIELD, 1 1/2 FEET NORTH OF A FENCE LINE, 2 FEET EAST OF BE0124'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY BE0124'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES. BE0124 BE0124 STATION RECOVERY (1964) BE0124 BE0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 BE0124'RECOVERED IN GOOD CONDITION. BE0124 BE0124 STATION RECOVERY (1983) BE0124 BE0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 BE0124'RECOVERED IN GOOD CONDITION. BE0124 BE0124 STATION RECOVERY (1989) BE0124 BE0124'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0124'RECOVERED IN GOOD CONDITION. BE0124 BE0124 STATION RECOVERY (2001) BE0124 BE0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0124'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0124 BE0124 STATION RECOVERY (2001) BE0124 BE0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0124'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0124 BE0124 STATION RECOVERY (2001) BE0124 BE0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0124'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0124 BE0124 STATION RECOVERY (2001) BE0124 BE0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0124'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0124 BE0124 STATION RECOVERY (2001) BE0124 BE0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0124'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE1758 *********************************************************************** BE1758 DESIGNATION - H 128 RESET 1979 BE1758 PID - BE1758 BE1758 STATE/COUNTY- FL/JACKSON BE1758 USGS QUAD - CYPRESS (1994) BE1758 BE1758 *CURRENT SURVEY CONTROL BE1758 ___________________________________________________________________ BE1758* NAD 83(1986)- 30 43 17. (N) 085 01 12. (W) SCALED BE1758* NAVD 88 - 38.748 (meters) 127.13 (feet) ADJUSTED BE1758 ___________________________________________________________________ BE1758 GEOID HEIGHT- -28.28 (meters) GEOID99 BE1758 DYNAMIC HT - 38.698 (meters) 126.96 (feet) COMP BE1758 MODELED GRAV- 979,330.5 (mgal) NAVD 88 BE1758 BE1758 VERT ORDER - FIRST CLASS II BE1758 BE1758.The horizontal coordinates were scaled from a topographic map and have BE1758.an estimated accuracy of +/- 6 seconds. BE1758 BE1758.The orthometric height was determined by differential leveling BE1758.and adjusted by the National Geodetic Survey in June 1991. BE1758 BE1758.The geoid height was determined by GEOID99. BE1758 BE1758.The dynamic height is computed by dividing the NAVD 88 BE1758.geopotential number by the normal gravity value computed on the BE1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE1758.degrees latitude (g = 980.6199 gals.). BE1758 BE1758.The modeled gravity was interpolated from observed gravity values. BE1758 BE1758; North East Units Estimated Accuracy BE1758;SPC FL N - 190,930. 550,190. MT (+/- 180 meters Scaled) BE1758 BE1758 SUPERSEDED SURVEY CONTROL BE1758 BE1758.No superseded survey control is available for this station. BE1758 BE1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV895003(NAD 83) BE1758_MARKER: DB = BENCH MARK DISK BE1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE1758_STAMPING: H 128 RESET 1979 BE1758_MARK LOGO: NGS BE1758_PROJECTION: FLUSH BE1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE1758+STABILITY: SURFACE MOTION BE1758 BE1758 HISTORY - Date Condition Report By BE1758 HISTORY - 1979 MONUMENTED NGS BE1758 HISTORY - 1981 GOOD NGS BE1758 HISTORY - 1989 GOOD USPSQD BE1758 HISTORY - 19970715 GOOD USPSQD BE1758 HISTORY - 20010331 GOOD NGS BE1758 HISTORY - 20010331 GOOD NGS BE1758 HISTORY - 20010331 GOOD NGS BE1758 HISTORY - 20010331 GOOD NGS BE1758 HISTORY - 20010331 GOOD NGS BE1758 HISTORY - 20010331 GOOD NGS BE1758 BE1758 STATION DESCRIPTION BE1758 BE1758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 BE1758'IN GRAND RIDGE. BE1758'IN GRAND RIDGE, 0.28 KILOMETER (0.15 MILE) NORTH ALONG STATE HIGHWAY BE1758'69 FROM THE INTERSECTION OF U.S. HIGHWAY 90, TO THE MARK ON THE BE1758'RIGHT, SET NORTH OF THE SOUTHWEST CORNER POST OF A CHAIN LINK FENCE BE1758'AROUND AN ELECTRICAL SUBSTATION, 29.56 METERS (97 FEET) EAST OF BE1758'THE CENTER LINE OF THE HIGHWAY, 15.24 METERS (50 FEET) SOUTHEAST BE1758'OF POWER POLE R217B, 0.46 METER (1.5 FEET) NORTH OF THE SOUTHWEST BE1758'CORNER OF THE FENCE. BE1758'THE MARK IS 0.55 METERS SW FROM A WITNESS POST. BE1758'THE MARK IS ABOVE LEVEL WITH HIGHWAY. BE1758 BE1758 STATION RECOVERY (1989) BE1758 BE1758'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE1758'RECOVERED IN GOOD CONDITION. BE1758 BE1758 STATION RECOVERY (1997) BE1758 BE1758'RECOVERY NOTE BY US POWER SQUADRON 1997 BE1758'RECOVERED IN GOOD CONDITION. BE1758 BE1758 STATION RECOVERY (2001) BE1758 BE1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1758'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1758 BE1758 STATION RECOVERY (2001) BE1758 BE1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1758'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1758 BE1758 STATION RECOVERY (2001) BE1758 BE1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1758'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1758 BE1758 STATION RECOVERY (2001) BE1758 BE1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1758'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1758 BE1758 STATION RECOVERY (2001) BE1758 BE1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1758'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1758 BE1758 STATION RECOVERY (2001) BE1758 BE1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1758'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE1911 *********************************************************************** BE1911 DESIGNATION - H 394 BE1911 PID - BE1911 BE1911 STATE/COUNTY- FL/JACKSON BE1911 USGS QUAD - CAMPBELLTON (1993) BE1911 BE1911 *CURRENT SURVEY CONTROL BE1911 ___________________________________________________________________ BE1911* NAD 83(1986)- 30 57 02. (N) 085 24 09. (W) SCALED BE1911* NAVD 88 - 53.343 (meters) 175.01 (feet) ADJUSTED BE1911 ___________________________________________________________________ BE1911 GEOID HEIGHT- -27.74 (meters) GEOID99 BE1911 DYNAMIC HT - 53.275 (meters) 174.79 (feet) COMP BE1911 MODELED GRAV- 979,370.1 (mgal) NAVD 88 BE1911 BE1911 VERT ORDER - FIRST CLASS II BE1911 BE1911.The horizontal coordinates were scaled from a topographic map and have BE1911.an estimated accuracy of +/- 6 seconds. BE1911 BE1911.The orthometric height was determined by differential leveling BE1911.and adjusted by the National Geodetic Survey in June 1991. BE1911 BE1911.The geoid height was determined by GEOID99. BE1911 BE1911.The dynamic height is computed by dividing the NAVD 88 BE1911.geopotential number by the normal gravity value computed on the BE1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE1911.degrees latitude (g = 980.6199 gals.). BE1911 BE1911.The modeled gravity was interpolated from observed gravity values. BE1911 BE1911; North East Units Estimated Accuracy BE1911;SPC FL N - 216,570. 513,760. MT (+/- 180 meters Scaled) BE1911 BE1911 SUPERSEDED SURVEY CONTROL BE1911 BE1911.No superseded survey control is available for this station. BE1911 BE1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV525252(NAD 83) BE1911_MARKER: I = METAL ROD BE1911_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) BE1911_STAMPING: H 394 1981 BE1911_MARK LOGO: NGS BE1911_PROJECTION: FLUSH BE1911_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD BE1911+STABILITY: POSITION/ELEVATION WELL BE1911_ROD/PIPE-DEPTH: 17.1 meters BE1911_SLEEVE-DEPTH : 6.1 meters BE1911 BE1911 HISTORY - Date Condition Report By BE1911 HISTORY - 1981 MONUMENTED NGS BE1911 HISTORY - 1989 GOOD USPSQD BE1911 HISTORY - 20010331 GOOD NGS BE1911 HISTORY - 20010331 GOOD NGS BE1911 HISTORY - 20010331 GOOD NGS BE1911 HISTORY - 20010331 GOOD NGS BE1911 BE1911 STATION DESCRIPTION BE1911 BE1911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 BE1911'IN CAMPBELLTON. BE1911'IN CAMPBELLTON, AT THE POST OFFICE ALONG U.S. HIGHWAY 231, 21.96 BE1911'METERS (72.0 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY, 7.44 BE1911'METERS (24.4 FEET) SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE BE1911'POST OFFICE, 3.86 METERS (12.7 FEET) NORTH-NORTHEAST OF THE BE1911'SOUTHEAST CORNER OF THE POST OFFICE AND 3.54 METERS (11.6 FEET) BE1911'NORTH OF A FLAG POLE. BE1911'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. BE1911 BE1911 STATION RECOVERY (1989) BE1911 BE1911'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE1911'RECOVERED IN GOOD CONDITION. BE1911 BE1911 STATION RECOVERY (2001) BE1911 BE1911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1911'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1911 BE1911 STATION RECOVERY (2001) BE1911 BE1911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1911'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1911 BE1911 STATION RECOVERY (2001) BE1911 BE1911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1911'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1911 BE1911 STATION RECOVERY (2001) BE1911 BE1911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1911'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE3752 *********************************************************************** BE3752 DESIGNATION - HAND RESET BE3752 PID - BE3752 BE3752 STATE/COUNTY- FL/JACKSON BE3752 USGS QUAD - GRACEVILLE (1994) BE3752 BE3752 *CURRENT SURVEY CONTROL BE3752 ___________________________________________________________________ BE3752* NAD 83(1990)- 30 53 30.20401(N) 085 30 55.01862(W) ADJUSTED BE3752* NAVD 88 - 68. (meters) 223. (feet) SCALED BE3752 ___________________________________________________________________ BE3752 LAPLACE CORR- -0.85 (seconds) DEFLEC99 BE3752 GEOID HEIGHT- -27.72 (meters) GEOID99 BE3752 BE3752 HORZ ORDER - FIRST BE3752 BE3752.The horizontal coordinates were established by classical geodetic methods BE3752.and adjusted by the National Geodetic Survey in May 1991. BE3752 BE3752.The orthometric height was scaled from a topographic map. BE3752 BE3752.The Laplace correction was computed from DEFLEC99 derived deflections. BE3752 BE3752.The geoid height was determined by GEOID99. BE3752 BE3752; North East Units Scale Converg. BE3752;SPC FL N - 210,132.940 502,925.312 MT 1.00002817 -0 30 36.7 BE3752;SPC AL E - 43,469.710 230,408.292 MT 0.99997140 +0 09 47.9 BE3752;UTM 16 - 3,418,546.382 641,907.553 MT 0.99984841 +0 45 44.7 BE3752 BE3752: Primary Azimuth Mark Grid Az BE3752:SPC FL N - HAND AZ MK 293 45 20.9 BE3752:SPC AL E - HAND AZ MK 293 04 56.3 BE3752:UTM 16 - HAND AZ MK 292 28 59.5 BE3752 BE3752|---------------------------------------------------------------------| BE3752| PID Reference Object Distance Geod. Az | BE3752| dddmmss.s | BE3752| BE3753 GRACEVILLE MUNICIPAL TANK APPROX. 6.9 KM 0001938.2 | BE3752| BE3528 COTTON DALE MUNICIPAL TANK APPROX.17.1 KM 1281813.0 | BE3752| CW3162 HAND RM 3 30.913 METERS 13639 | BE3752| CW3160 HAND RM 1 16.962 METERS 18114 | BE3752| BE3756 CHIPLEY MUNICIPAL TANK APPROX.12.7 KM 1900811.9 | BE3752| BE3757 BONIFAY MUNICIPAL TANK APPROX.19.1 KM 2351002.3 | BE3752| BE3758 BONIFAY FIRE TOWER APPROX.14.2 KM 2392842.9 | BE3752| CW3163 HAND RM 4 21.339 METERS 26944 | BE3752| CW3161 HAND RM 2 21.318 METERS 26946 | BE3752| CW3159 HAND AZ MK 2931444.2 | BE3752|---------------------------------------------------------------------| BE3752 BE3752 SUPERSEDED SURVEY CONTROL BE3752 BE3752 NAD 83(1986)- 30 53 30.20778(N) 085 30 55.02439(W) AD( ) 1 BE3752 NAD 27 - 30 53 29.53100(N) 085 30 55.26600(W) AD( ) 1 BE3752 BE3752.Superseded values are not recommended for survey control. BE3752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE3752.See file dsdata.txt to determine how the superseded data were derived. BE3752 BE3752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV4190818546(NAD 83) BE3752_MARKER: DS = TRIANGULATION STATION DISK BE3752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE3752 BE3752 HISTORY - Date Condition Report By BE3752 HISTORY - 1938 MONUMENTED CGS BE3752 HISTORY - 1969 POOR CGS BE3752 HISTORY - 1970 GOOD NGS BE3752 HISTORY - 20010331 GOOD NGS BE3752 HISTORY - 20010331 GOOD NGS BE3752 HISTORY - 20010331 GOOD NGS BE3752 HISTORY - 20010331 GOOD NGS BE3752 HISTORY - 20010331 GOOD NGS BE3752 BE3752 STATION DESCRIPTION BE3752 BE3752'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (RAE) BE3752'THIS STATION IS LOCATED ABOUT 7.5 MILES NORTH OF CHIPLEY. 4.5 BE3752'MILES SOUTH OF GRACEVILLE, 0.45 MILE EAST OF STATE ROUTE 52 IN BE3752'A FENCE LINE ON A HIGH POINT 0.75 MILE NORTH OF THE UNION BE3752'SCHOOL. STATION IS LOCATED 3 FT. SOUTH OF EAST AND WEST FENCE BE3752'LINE. 71.5 FT. WEST OF NORTHEAST FENCE CORNER OF FIELD. 70 BE3752'FT. WEST OF NORTH AND SOUTH FENCE LINE. TIMBER LAND IS TO THE BE3752'SOUTHEAST OF THE STATION. MARK PROJECTS 6 INCHES. BE3752' BE3752'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE BE3752'TABLETS SET IN CONCRETE. BE3752' BE3752'TO REACH FROM CHIPLEY, GO NORTH ON ROUTE 52 FOR 7.85 MILES TO BE3752'A ROAD RIGHT ALONG FENCE LINE. TURN RIGHT (EAST) AND GO 0.1 BE3752'MILE TO BOARD GATE, PASS THROUGH GATE AND GO 0.4 MILE TO TOP OF BE3752'HIGH HILL AND STATION SITE. (NOTE--DUE TO THE EROSION CONTROL BE3752'AND THE MOUNDS ENCOUNTERED FROM THE GATE TO THE STATION SITE, IT BE3752'IS RECOMMENDED THAT ANY TRUCK BE LEFT AT THE GATE). BE3752' BE3752'REFERENCE MARK NO. 1 IS LOCATED 55.65 FT. SOUTH OF THE BE3752'STATION. 58 FT. SOUTH OF EAST AND WEST FENCE LINE. 74 FT. WEST BE3752'OF NORTH AND SOUTH FENCE LINE. 89.8 FT. SOUTHWEST OF NORTHEAST BE3752'FENCE CORNER OF FIELD. MARK PROJECTS 2 INCHES. BE3752' BE3752'REFERENCE MARK NO. 2 IS LOCATED 69.94 FT. WEST OF THE STATION. 3 BE3752'FT. SOUTH OF EAST AND WEST FENCE LINE. 142 FT. WEST OF BE3752'NORTHEAST CORNER OF FIELD. MARK PROJECTS 4 INCHES. BE3752' BE3752'AZIMUTH MARK IS LOCATED APPROXIMATELY 0.5 MILE WEST-NORTHWEST BE3752'OF THE STATION ON ROUTE 52. 51.2 FT. EAST OF CENTERLINE OF BE3752'ROUTE 52. 14.0 FT. SOUTH OF NORTHWEST FENCE CORNER AT GATE. 1.0 BE3752'FT. EAST OF NORTH AND SOUTH FENCE LINE. ABOUT 100 BE3752'FT. EAST-SOUTHEAST OF A HOUSE. MARK PROJECTS 1 INCH. TO REACH BE3752'FROM STATION GO 0.5 MILE TO STATE ROUTE 52, HERE TURN RIGHT AND BE3752'GO 0.2 MILE TO AZIMUTH MARK ON RIGHT SIDE OF THE ROAD. BE3752' BE3752'TANKS IN BONIFAY, CHIPLEY, AND COTTONDALE, FLORIDA, ARE VISIBLE BE3752'FROM THE GROUND. BE3752' BE3752'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET. BE3752 BE3752 STATION RECOVERY (1969) BE3752 BE3752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (TEJ) BE3752'THE STATION HAS BEEN DISTURBED, UNDERGROUND MARK IN GOOD CONDITION. BE3752' BE3752'RM 1, AND RM 2, NOT RECOVERED, AZIMUTH MARK IN GOOD CONDITION. THE BE3752'ORIGINAL DESCRIPTION SHOULD BE CHANGED TO READ EAST OF ROUTE BE3752'77 INSTEAD OF 52. ALSO TO REACH THE STATION FROM AZIMUTH MARK BE3752'GO SOUTH ON S.R. 77 TO FIRST DIRT ROAD LEADING EAST, TURN HERE BE3752'AND PROCEED EAST TO THE TURN OF ROAD TO THE RIGHT (S.E.). LEAVE BE3752'THE ROAD AND PROCEED EAST ALONG A FENCE LINE AND DRAINAGE DITCH BE3752'UP THE HILL TO THE STATION. BE3752 BE3752 STATION RECOVERY (1970) BE3752 BE3752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS) BE3752'STATION UNDERGROUND MARK AND AZIMUTH MARK WERE RECOVERED IN BE3752'GOOD CONDITION. STATION SURFACE MARK AND REFERENCE MARKS NO 1 AND BE3752'2 WERE FOUND DESTROYED BY FARM OPERATIONS. STATION SURFACE MARK BE3752'WAS RESET IN ITS ORIGINAL POSITION AND REFERENCE MARKS NO. 3 AND 4 BE3752'ESTABLISHED. IT WAS NOTED THAT THE STATION IS LOCATED IN JACKSON BE3752'COUNTY INSTEAD OF HOLMES COUNTY AS STATED IN THE ORIGINAL BE3752'DESCRIPTION. BE3752' BE3752'A COMPLETE NEW DESCRIPTION FOLLOWS-- BE3752' BE3752'STATION IS LOCATED NEAR THE NORTHEAST CORNER OF A CULTIVATED BE3752'FIELD ABOUT 7-1/2 MILES NORTH OF CHIPLEY ABOUT 4-1/2 MILES SOUTH BE3752'OF GRACEVILLE ON LAND OWNED BY MR. NOAH GOLDEN. IT IS ALONG THE BE3752'EAST SIDE OF THE SOUTHEAST QUARTER OF SEC. 27, T 6N, R BE3752'13W. STATION, A STANDARD DISK SET IN THE TOP OF A SQUARE BE3752'CONCRETE POST AND STAMPED HAND 1938 1970, IS 69 FEET WEST OF A BE3752'FENCE CORNER, 3 FEET SOUTH OF FENCE AND 1 FOOT SOUTH OF A BE3752'WITNESS POST. THE MARK PROJECTS 3 INCHES. BE3752' BE3752'TO REACH FROM THE POST OFFICE IN GRACEVILLE, GO SOUTH ON BROWN BE3752'STREET FOR 0.2 MILE TO THE JUNCTION OF STATE HIGHWAY 77. CONTINUE BE3752'SOUTH ON STATE HIGHWAY 77 FOR 3.9 MILES TO A HOUSE ON RIGHT AND BE3752'AZIMUTH MARK ON LEFT (EAST) SIDE OF HIGHWAY. CONTINUE SOUTH OF BE3752'STATE 77 FOR 0.2 MILE TO A SIDE ROAD LEFT. TURN LEFT AND GO BE3752'EAST ON DIRT ROAD FOR 0.15 MILE TO A RIGHT TURN IN MAIN ROAD BE3752'AND MR. NOAH GOLDENS RESIDENCE ON RIGHT. CONTINUE EAST ON BE3752'FIELD ROAD ALONG THE SOUTH SIDE OF FENCE FOR 0.4 MILE TO BE3752'STATION ON LEFT AS DESCRIBED. BE3752' BE3752'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A SQUARE BE3752'CONCRETE POST AND STAMPED HAND 1938 NO 3 1970, IS 12 FEET EAST BE3752'OF THE EAST EDGE OF CULTIVATED FIELD, 62 FEET SOUTH OF FENCE BE3752'CORNER, 4-1/2 FEET NORTHWEST OF A 30 INCH OAK TREE AND 2-1/2 FEET BE3752'WEST OF FENCELINE. THE MARK PROJECTS 4 INCHES. BE3752' BE3752'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A BE3752'SQUARE CONCRETE POST AND STAMPED HAND 1938 NO 3 1970, IS 139 FEET BE3752'WEST OF FENCE CORNER, 3 FEET SOUTH OF FENCELINE AND 1 FOOT SOUTH BE3752'OF WITNESS POST. THE MARK PROJECTS 2 INCHES. BE3752' BE3752'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE BE3752'POST AND STAMPED HAND 1938, IS 49 FEET EAST OF THE BE3752'CENTERLINE OF STATE 77, 57 FEET NORTHWEST OF THE NORTHWEST BE3752'CORNER OF BARN, 3 FEET EAST OF FENCE, 3 FEET SOUTHEAST OF BE3752'SOUTH GATE POST AND 2 FEET EAST OF A WITNESS POST. THE MARK BE3752'PROJECTS 3 INCHES. BE3752' BE3752'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN BE3752'4-1/2 MILES SOUTH OF GRACEVILLE. BE3752 BE3752 STATION RECOVERY (2001) BE3752 BE3752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE3752'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE3752 BE3752 STATION RECOVERY (2001) BE3752 BE3752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE3752'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE3752 BE3752 STATION RECOVERY (2001) BE3752 BE3752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE3752'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE3752 BE3752 STATION RECOVERY (2001) BE3752 BE3752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE3752'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE3752 BE3752 STATION RECOVERY (2001) BE3752 BE3752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE3752'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2532 *********************************************************************** BE2532 DESIGNATION - I10 78 A08 BE2532 PID - BE2532 BE2532 STATE/COUNTY- FL/JACKSON BE2532 USGS QUAD - ALFORD (1994) BE2532 BE2532 *CURRENT SURVEY CONTROL BE2532 ___________________________________________________________________ BE2532* NAD 83(1990)- 30 44 49.65557(N) 085 24 56.47271(W) ADJUSTED BE2532* NAVD 88 - 53.220 (meters) 174.61 (feet) ADJUSTED BE2532 ___________________________________________________________________ BE2532 LAPLACE CORR- -1.02 (seconds) DEFLEC99 BE2532 GEOID HEIGHT- -27.90 (meters) GEOID99 BE2532 DYNAMIC HT - 53.152 (meters) 174.38 (feet) COMP BE2532 MODELED GRAV- 979,355.9 (mgal) NAVD 88 BE2532 BE2532 HORZ ORDER - SECOND BE2532 VERT ORDER - SECOND CLASS II BE2532 BE2532.The horizontal coordinates were established by classical geodetic methods BE2532.and adjusted by the National Geodetic Survey in September 1997. BE2532 BE2532.The orthometric height was determined by differential leveling BE2532.and adjusted by the National Geodetic Survey in June 1991. BE2532 BE2532.The Laplace correction was computed from DEFLEC99 derived deflections. BE2532 BE2532.The geoid height was determined by GEOID99. BE2532 BE2532.The dynamic height is computed by dividing the NAVD 88 BE2532.geopotential number by the normal gravity value computed on the BE2532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2532.degrees latitude (g = 980.6199 gals.). BE2532 BE2532.The modeled gravity was interpolated from observed gravity values. BE2532 BE2532; North East Units Scale Converg. BE2532;SPC FL N - 194,021.684 512,319.072 MT 0.99999949 -0 27 36.6 BE2532;UTM 16 - 3,402,649.883 651,655.068 MT 0.99988372 +0 48 36.5 BE2532 BE2532|---------------------------------------------------------------------| BE2532| PID Reference Object Distance Geod. Az | BE2532| dddmmss.s | BE2532| BE2531 I10 78 A08 RM 2 12.479 METERS 09000 | BE2532| BE2533 I10 78 A08 RM 1 12.242 METERS 35603 | BE2532|---------------------------------------------------------------------| BE2532 BE2532 SUPERSEDED SURVEY CONTROL BE2532 BE2532 NAD 83(1990)- 30 44 49.65556(N) 085 24 56.47271(W) AD( ) 2 BE2532 NAD 83(1986)- 30 44 49.66309(N) 085 24 56.48048(W) AD( ) 2 BE2532 NGVD 29 - 53.29 (m) 174.8 (f) LEVELING 3 BE2532 BE2532.Superseded values are not recommended for survey control. BE2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2532.See file dsdata.txt to determine how the superseded data were derived. BE2532 BE2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5165502650(NAD 83) BE2532_MARKER: DD = SURVEY DISK BE2532_SETTING: 36 = CONCRETE BRIDGE FLOOR BE2532_STAMPING: I10 78 A08 BE2532_MARK LOGO: FLDT BE2532_MAGNETIC: N = NO MAGNETIC MATERIAL BE2532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2532 BE2532 HISTORY - Date Condition Report By BE2532 HISTORY - 1978 MONUMENTED FLDT BE2532 HISTORY - 1978 GOOD FLDT BE2532 HISTORY - 19910903 GOOD USPSQD BE2532 HISTORY - 20010331 GOOD NGS BE2532 HISTORY - 20010331 GOOD NGS BE2532 HISTORY - 20010331 GOOD NGS BE2532 HISTORY - 20010331 GOOD NGS BE2532 HISTORY - 20010331 GOOD NGS BE2532 HISTORY - 20010331 GOOD NGS BE2532 BE2532 STATION DESCRIPTION BE2532 BE2532'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 (CBM) BE2532'STATION IS LOCATED ABOUT 7-1/2 MILES EAST-SOUTHEAST OF CHIPLEY, 4 BE2532'MILES SOUTHWEST OF COTTONDALE AND 3-1/2 MILES NORTH-NORTHWEST OF BE2532'ALFORD, ON STATE ROAD 195 BRIDGE OVER INTERSTATE ROUTE 10. BE2532' BE2532'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND BE2532'STATE ROAD 75, 3 MILES SOUTH OF COTTONDALE, GO WEST ON INTERSTATE BE2532'ROUTE 10 FOR 2.0 MILES TO BRIDGE OVER INTERSTATE ROUTE 10 AND STATION, BE2532'SET IN THE SOUTHWEST END OF THE DECK OF THE BRIDGE. BE2532' BE2532'STATION MARK IS A STANDARD FLORIDA DEPARTMENT OF TRANSPORTATION BRASS BE2532'DISK, STAMPED---I10 78 A08---, SET FLUSH IN A CONCRETE BRIDGE. IT IS BE2532'4.0 FEET EAST OF BRIDGE RAIL, 7.0 FEET NORTH OF SOUTH END OF BRIDGE BE2532'AND 17.8 FEET WEST OF THE CENTER OF STATE ROAD NUMBER 195. BE2532' BE2532'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA DEPARTMENT OF BE2532'TRANSPORTATION BRASS DISK, STAMPED---I10 78 A08 RM NO 1---, SET FLUSH BE2532'IN THE CONCRETE BRIDGE DECK. IT IS 0.8 FOOT EAST OF WEST BRIDGE RAIL, BE2532'21.0 FEET WEST OF THE CENTER OF STATE ROAD NUMBER 195 AND 47.1 FEET BE2532'NORTH OF THE SOUTH END OF THE BRIDGE. BE2532' BE2532'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA DEPARTMENT OF BE2532'TRANSPORTATION BRASS DISK, STAMPED---I10 78 A08 RM NO 2---, SET BE2532'IN CONCRETE BRIDGE RAIL. IT IS 13.0 FEET NORTH OF SOUTH END OF RAIL BE2532'AND 23.2 FEET EAST OF THE CENTER OF STATE ROAD NUMBER 195. BE2532 BE2532 STATION RECOVERY (1978) BE2532 BE2532'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2532'5.0 MI SW FROM COTTONDALE. BE2532'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2532'3.0 MILES SOUTH OF COTTONDALE, GO WEST ON INTERSTATE ROUTE 10 FOR BE2532'ABOUT 2.0 MILES TO STATE ROAD 195 OVERPASS. IT IS SET IN THE TOP BE2532'WEST EDGE OF THE CONCRETE BRIDGE FLOOR, 17.8 FEET WEST OF CENTER OF BE2532'THE ROAD, 7.0 FEET NORTH OF THE SOUTH END OF THE OVERPASS AND 4.0 FEET BE2532'EAST OF THE WEST CONCRETE GUARDRAIL. BE2532 BE2532 STATION RECOVERY (1991) BE2532 BE2532'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2532'RECOVERED IN GOOD CONDITION. BE2532 BE2532 STATION RECOVERY (2001) BE2532 BE2532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2532'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2532 BE2532 STATION RECOVERY (2001) BE2532 BE2532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2532'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2532 BE2532 STATION RECOVERY (2001) BE2532 BE2532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2532'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2532 BE2532 STATION RECOVERY (2001) BE2532 BE2532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2532'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2532 BE2532 STATION RECOVERY (2001) BE2532 BE2532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2532'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2532 BE2532 STATION RECOVERY (2001) BE2532 BE2532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2532'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2533 *********************************************************************** BE2533 DESIGNATION - I10 78 A08 RM 1 BE2533 PID - BE2533 BE2533 STATE/COUNTY- FL/JACKSON BE2533 USGS QUAD - ALFORD (1994) BE2533 BE2533 *CURRENT SURVEY CONTROL BE2533 ___________________________________________________________________ BE2533* NAD 83(1990)- 30 44 50.05214(N) 085 24 56.50438(W) ADJUSTED BE2533* NAVD 88 - 53.341 (meters) 175.00 (feet) ADJUSTED BE2533 ___________________________________________________________________ BE2533 LAPLACE CORR- -1.02 (seconds) DEFLEC99 BE2533 GEOID HEIGHT- -27.90 (meters) GEOID99 BE2533 DYNAMIC HT - 53.273 (meters) 174.78 (feet) COMP BE2533 MODELED GRAV- 979,355.9 (mgal) NAVD 88 BE2533 BE2533 HORZ ORDER - SECOND BE2533 VERT ORDER - SECOND CLASS II BE2533 BE2533.The horizontal coordinates were established by classical geodetic methods BE2533.and adjusted by the National Geodetic Survey in September 1997. BE2533.No horizontal observational check was made to the station. BE2533 BE2533.The orthometric height was determined by differential leveling BE2533.and adjusted by the National Geodetic Survey in June 1991. BE2533 BE2533.The Laplace correction was computed from DEFLEC99 derived deflections. BE2533 BE2533.The geoid height was determined by GEOID99. BE2533 BE2533.The dynamic height is computed by dividing the NAVD 88 BE2533.geopotential number by the normal gravity value computed on the BE2533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2533.degrees latitude (g = 980.6199 gals.). BE2533 BE2533.The modeled gravity was interpolated from observed gravity values. BE2533 BE2533; North East Units Scale Converg. BE2533;SPC FL N - 194,033.903 512,318.327 MT 0.99999951 -0 27 36.6 BE2533;UTM 16 - 3,402,662.082 651,654.054 MT 0.99988371 +0 48 36.5 BE2533 BE2533 SUPERSEDED SURVEY CONTROL BE2533 BE2533 NAD 83(1990)- 30 44 50.05213(N) 085 24 56.50439(W) AD( ) 2 BE2533 NAD 83(1986)- 30 44 50.05966(N) 085 24 56.51215(W) AD( ) 2 BE2533 NGVD 29 - 53.41 (m) 175.2 (f) LEVELING 3 BE2533 BE2533.Superseded values are not recommended for survey control. BE2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2533.See file dsdata.txt to determine how the superseded data were derived. BE2533 BE2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5165402662(NAD 83) BE2533_MARKER: DD = SURVEY DISK BE2533_SETTING: 36 = CONCRETE BRIDGE FLOOR BE2533_STAMPING: I10 78 A08 RM NO 1 BE2533_MARK LOGO: FLDT BE2533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2533 BE2533 HISTORY - Date Condition Report By BE2533 HISTORY - 1978 MONUMENTED FLDT BE2533 HISTORY - 19910903 GOOD USPSQD BE2533 HISTORY - 20010331 GOOD NGS BE2533 HISTORY - 20010331 GOOD NGS BE2533 HISTORY - 20010331 GOOD NGS BE2533 HISTORY - 20010331 GOOD NGS BE2533 HISTORY - 20010331 GOOD NGS BE2533 HISTORY - 20010331 GOOD NGS BE2533 BE2533 STATION DESCRIPTION BE2533 BE2533'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2533'5.0 MI SW FROM COTTONDALE. BE2533'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2533'3.0 MILES SOUTH OF COTTONDALE, GO WEST ON INTERSTATE ROUTE 10 FOR BE2533'ABOUT 2.0 MILES TO STATE ROAD 195 OVERPASS. IT IS SET IN THE TOP BE2533'WEST EDGE OF THE CONCRETE BRIDGE FLOOR, 47.1 FEET NORTH OF THE SOUTH BE2533'END OF THE OVERPASS, 21.0 FEET WEST OF CENTER OF THE ROAD AND 0.8 FOOT BE2533'EAST OF THE WEST CONCRETE GUARDRAIL. BE2533 BE2533 STATION RECOVERY (1991) BE2533 BE2533'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2533'RECOVERED IN GOOD CONDITION. BE2533 BE2533 STATION RECOVERY (2001) BE2533 BE2533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2533'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2533 BE2533 STATION RECOVERY (2001) BE2533 BE2533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2533'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2533 BE2533 STATION RECOVERY (2001) BE2533 BE2533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2533'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2533 BE2533 STATION RECOVERY (2001) BE2533 BE2533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2533'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2533 BE2533 STATION RECOVERY (2001) BE2533 BE2533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2533'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2533 BE2533 STATION RECOVERY (2001) BE2533 BE2533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2533'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2531 *********************************************************************** BE2531 DESIGNATION - I10 78 A08 RM 2 BE2531 PID - BE2531 BE2531 STATE/COUNTY- FL/JACKSON BE2531 USGS QUAD - ALFORD (1994) BE2531 BE2531 *CURRENT SURVEY CONTROL BE2531 ___________________________________________________________________ BE2531* NAD 83(1990)- 30 44 49.65555(N) 085 24 56.00356(W) ADJUSTED BE2531* NAVD 88 - 53.432 (meters) 175.30 (feet) ADJUSTED BE2531 ___________________________________________________________________ BE2531 LAPLACE CORR- -1.02 (seconds) DEFLEC99 BE2531 GEOID HEIGHT- -27.90 (meters) GEOID99 BE2531 DYNAMIC HT - 53.364 (meters) 175.08 (feet) COMP BE2531 MODELED GRAV- 979,355.9 (mgal) NAVD 88 BE2531 BE2531 HORZ ORDER - SECOND BE2531 VERT ORDER - SECOND CLASS II BE2531 BE2531.The horizontal coordinates were established by classical geodetic methods BE2531.and adjusted by the National Geodetic Survey in September 1997. BE2531.No horizontal observational check was made to the station. BE2531 BE2531.The orthometric height was determined by differential leveling BE2531.and adjusted by the National Geodetic Survey in June 1991. BE2531 BE2531.The Laplace correction was computed from DEFLEC99 derived deflections. BE2531 BE2531.The geoid height was determined by GEOID99. BE2531 BE2531.The dynamic height is computed by dividing the NAVD 88 BE2531.geopotential number by the normal gravity value computed on the BE2531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2531.degrees latitude (g = 980.6199 gals.). BE2531 BE2531.The modeled gravity was interpolated from observed gravity values. BE2531 BE2531; North East Units Scale Converg. BE2531;SPC FL N - 194,021.583 512,331.550 MT 0.99999949 -0 27 36.3 BE2531;UTM 16 - 3,402,650.059 651,667.544 MT 0.99988376 +0 48 36.7 BE2531 BE2531 SUPERSEDED SURVEY CONTROL BE2531 BE2531 NAD 83(1990)- 30 44 49.65555(N) 085 24 56.00357(W) AD( ) 2 BE2531 NAD 83(1986)- 30 44 49.66308(N) 085 24 56.01133(W) AD( ) 2 BE2531 NGVD 29 - 53.50 (m) 175.5 (f) LEVELING 3 BE2531 BE2531.Superseded values are not recommended for survey control. BE2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2531.See file dsdata.txt to determine how the superseded data were derived. BE2531 BE2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5166802650(NAD 83) BE2531_MARKER: DD = SURVEY DISK BE2531_SETTING: 36 = CONCRETE GUARDRAIL BE2531_STAMPING: I10 78 A08 RM NO 2 BE2531_MARK LOGO: FLDT BE2531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2531 BE2531 HISTORY - Date Condition Report By BE2531 HISTORY - 1978 MONUMENTED FLDT BE2531 HISTORY - 19910903 GOOD USPSQD BE2531 HISTORY - 20010331 GOOD NGS BE2531 HISTORY - 20010331 GOOD NGS BE2531 HISTORY - 20010331 GOOD NGS BE2531 HISTORY - 20010331 GOOD NGS BE2531 HISTORY - 20010331 GOOD NGS BE2531 HISTORY - 20010331 GOOD NGS BE2531 BE2531 STATION DESCRIPTION BE2531 BE2531'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2531'5.0 MI SW FROM COTTONDALE. BE2531'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2531'3.0 MILES SOUTH OF COTTONDALE, GO WEST ON INTERSTATE ROUTE 10 FOR BE2531'ABOUT 2.0 MILES TO STATE ROAD 195 OVERPASS. IT IS SET IN THE TOP BE2531'SOUTH END OF THE EAST CONCRETE GUARDRAIL, 23.2 FEET EAST OF CENTER OF BE2531'THE ROAD AND 13.0 FEET NORTH OF THE SOUTH END OF THE GUARDRAIL. BE2531 BE2531 STATION RECOVERY (1991) BE2531 BE2531'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2531'RECOVERED IN GOOD CONDITION. BE2531 BE2531 STATION RECOVERY (2001) BE2531 BE2531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2531'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2531 BE2531 STATION RECOVERY (2001) BE2531 BE2531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2531'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2531 BE2531 STATION RECOVERY (2001) BE2531 BE2531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2531'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2531 BE2531 STATION RECOVERY (2001) BE2531 BE2531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2531'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2531 BE2531 STATION RECOVERY (2001) BE2531 BE2531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2531'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2531 BE2531 STATION RECOVERY (2001) BE2531 BE2531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2531'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2536 *********************************************************************** BE2536 DESIGNATION - I10 78 A09 BE2536 PID - BE2536 BE2536 STATE/COUNTY- FL/JACKSON BE2536 USGS QUAD - COTTONDALE WEST (1994) BE2536 BE2536 *CURRENT SURVEY CONTROL BE2536 ___________________________________________________________________ BE2536* NAD 83(1990)- 30 45 00.43870(N) 085 24 03.60998(W) ADJUSTED BE2536* NAVD 88 - 50.702 (meters) 166.34 (feet) ADJUSTED BE2536 ___________________________________________________________________ BE2536 LAPLACE CORR- -1.02 (seconds) DEFLEC99 BE2536 GEOID HEIGHT- -27.91 (meters) GEOID99 BE2536 DYNAMIC HT - 50.637 (meters) 166.13 (feet) COMP BE2536 MODELED GRAV- 979,356.4 (mgal) NAVD 88 BE2536 BE2536 HORZ ORDER - SECOND BE2536 VERT ORDER - SECOND CLASS II BE2536 BE2536.The horizontal coordinates were established by classical geodetic methods BE2536.and adjusted by the National Geodetic Survey in September 1997. BE2536 BE2536.The orthometric height was determined by differential leveling BE2536.and adjusted by the National Geodetic Survey in June 1991. BE2536 BE2536.The Laplace correction was computed from DEFLEC99 derived deflections. BE2536 BE2536.The geoid height was determined by GEOID99. BE2536 BE2536.The dynamic height is computed by dividing the NAVD 88 BE2536.geopotential number by the normal gravity value computed on the BE2536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2536.degrees latitude (g = 980.6199 gals.). BE2536 BE2536.The modeled gravity was interpolated from observed gravity values. BE2536 BE2536; North East Units Scale Converg. BE2536;SPC FL N - 194,342.548 513,727.731 MT 1.00000002 -0 27 10.0 BE2536;UTM 16 - 3,403,001.859 653,056.109 MT 0.99988898 +0 49 03.8 BE2536 BE2536|---------------------------------------------------------------------| BE2536| PID Reference Object Distance Geod. Az | BE2536| dddmmss.s | BE2536| BE2537 I10 78 A09 RM 1 12.651 METERS 03025 | BE2536| BE2535 I10 78 A09 RM 2 11.447 METERS 31407 | BE2536|---------------------------------------------------------------------| BE2536 BE2536 SUPERSEDED SURVEY CONTROL BE2536 BE2536 NAD 83(1990)- 30 45 00.43869(N) 085 24 03.60998(W) AD( ) 2 BE2536 NAD 83(1986)- 30 45 00.44634(N) 085 24 03.61776(W) AD( ) 2 BE2536 NGVD 29 - 50.77 (m) 166.6 (f) LEVELING 3 BE2536 BE2536.Superseded values are not recommended for survey control. BE2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2536.See file dsdata.txt to determine how the superseded data were derived. BE2536 BE2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5305603002(NAD 83) BE2536_MARKER: DD = SURVEY DISK BE2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2536_STAMPING: I10 78 A09 BE2536_MARK LOGO: FLDT BE2536_PROJECTION: RECESSED 8 CENTIMETERS BE2536_MAGNETIC: N = NO MAGNETIC MATERIAL BE2536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2536+STABILITY: SURFACE MOTION BE2536 BE2536 HISTORY - Date Condition Report By BE2536 HISTORY - 1978 MONUMENTED FLDT BE2536 HISTORY - 1978 GOOD FLDT BE2536 HISTORY - 19910903 GOOD USPSQD BE2536 HISTORY - 20010331 GOOD NGS BE2536 HISTORY - 20010331 GOOD NGS BE2536 HISTORY - 20010331 GOOD NGS BE2536 HISTORY - 20010331 GOOD NGS BE2536 HISTORY - 20010331 GOOD NGS BE2536 HISTORY - 20010331 GOOD NGS BE2536 BE2536 STATION DESCRIPTION BE2536 BE2536'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 (CBM) BE2536'STATION IS LOCATED ABOUT 8-1/2 MILES EAST-SOUTHEAST OF CHIPLEY, 3-1/2 BE2536'MILES SOUTH-SOUTHWEST OF COTTONDALE AND 4 MILES NORTH OF ALFORD, ON BE2536'INTERSTATE ROUTE 10 HIGHWAY RIGHT-OF-WAY. BE2536' BE2536'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND BE2536'STATE ROAD 75, 3 MILES SOUTH OF COTTONDALE, GO WEST ON INTERSTATE BE2536'ROUTE 10 FOR 1.1 MILES TO STATION ON THE RIGHT, NORTH SIDE OF THE BE2536'WESTBOUND LANE, ATOP THE BACKSLOPE. BE2536' BE2536'STATION MARK IS A STANDARD FLORIDA DEPARTMENT OF TRANSPORTATION BE2536'BRASS DISK, STAMPED---I10 78 A09---, SET IN THE TOP OF A ROUND BE2536'CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE SURFACE OF THE GROUND. BE2536'IT IS 4.0 FEET SOUTH OF A WITNESS POST, 35.7 FEET SOUTH OF A FENCE BE2536'LINE AND 69.8 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE OF BE2536'INTERSTATE ROUTE 10. BE2536' BE2536'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA DEPARTMENT OF BE2536'TRANSPORTATION BRASS DISK, STAMPED---I10 78 A09 RM NO 1---, SET IN BE2536'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE BE2536'SURFACE OF THE GROUND. IT IS 4.2 FEET SOUTH OF A WITNESS POST, 4.6 BE2536'FEET SOUTH OF FENCE LINE AND 4.6 FEET EAST OF A FENCE POST. BE2536' BE2536'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA DEPARTMENT OF BE2536'TRANSPORTATION BRASS DISK STAMPED---I10 78 A09 RM NO 2---, SET IN THE BE2536'TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE SURFACE BE2536'OF THE GROUND. IT IS 4.5 FEET SOUTH OF A WITNESS POST, 5.0 FEET BE2536'SOUTH OF A FENCE LINE AND 5.9 FEET WEST OF A FENCE POST. BE2536 BE2536 STATION RECOVERY (1978) BE2536 BE2536'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2536'4.1 MI SW FROM COTTONDALE. BE2536'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2536'3.0 MILES SOUTH OF COTTONDALE, GO WEST ON INTERSTATE ROUTE 10 FOR BE2536'ABOUT 1.1 MILES TO THE MARK NEAR THE NORTH RIGHT OF WAY FENCE. IT IS BE2536'69.8 FEET NORTH OF THE CENTER OF THE WESTBOUND LANES AND 35.7 FEET BE2536'SOUTH OF THE RIGHT OF WAY FENCE. BE2536'THE MARK IS 4.0 FT S FROM A WITNESS POST. BE2536 BE2536 STATION RECOVERY (1991) BE2536 BE2536'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2536'RECOVERED IN GOOD CONDITION. BE2536 BE2536 STATION RECOVERY (2001) BE2536 BE2536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2536'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2536 BE2536 STATION RECOVERY (2001) BE2536 BE2536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2536'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2536 BE2536 STATION RECOVERY (2001) BE2536 BE2536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2536'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2536 BE2536 STATION RECOVERY (2001) BE2536 BE2536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2536'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2536 BE2536 STATION RECOVERY (2001) BE2536 BE2536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2536'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2536 BE2536 STATION RECOVERY (2001) BE2536 BE2536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2536'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2537 *********************************************************************** BE2537 DESIGNATION - I10 78 A09 RM 1 BE2537 PID - BE2537 BE2537 STATE/COUNTY- FL/JACKSON BE2537 USGS QUAD - COTTONDALE WEST (1994) BE2537 BE2537 *CURRENT SURVEY CONTROL BE2537 ___________________________________________________________________ BE2537* NAD 83(1990)- 30 45 00.79296(N) 085 24 03.36918(W) ADJUSTED BE2537* NAVD 88 - 50.408 (meters) 165.38 (feet) ADJUSTED BE2537 ___________________________________________________________________ BE2537 LAPLACE CORR- -1.02 (seconds) DEFLEC99 BE2537 GEOID HEIGHT- -27.91 (meters) GEOID99 BE2537 DYNAMIC HT - 50.343 (meters) 165.17 (feet) COMP BE2537 MODELED GRAV- 979,356.4 (mgal) NAVD 88 BE2537 BE2537 HORZ ORDER - SECOND BE2537 VERT ORDER - SECOND CLASS II BE2537 BE2537.The horizontal coordinates were established by classical geodetic methods BE2537.and adjusted by the National Geodetic Survey in September 1997. BE2537.No horizontal observational check was made to the station. BE2537 BE2537.The orthometric height was determined by differential leveling BE2537.and adjusted by the National Geodetic Survey in June 1991. BE2537 BE2537.The Laplace correction was computed from DEFLEC99 derived deflections. BE2537 BE2537.The geoid height was determined by GEOID99. BE2537 BE2537.The dynamic height is computed by dividing the NAVD 88 BE2537.geopotential number by the normal gravity value computed on the BE2537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2537.degrees latitude (g = 980.6199 gals.). BE2537 BE2537.The modeled gravity was interpolated from observed gravity values. BE2537 BE2537; North East Units Scale Converg. BE2537;SPC FL N - 194,353.407 513,734.222 MT 1.00000004 -0 27 09.9 BE2537;UTM 16 - 3,403,012.858 653,062.356 MT 0.99988901 +0 49 03.9 BE2537 BE2537 SUPERSEDED SURVEY CONTROL BE2537 BE2537 NAD 83(1990)- 30 45 00.79296(N) 085 24 03.36919(W) AD( ) 2 BE2537 NAD 83(1986)- 30 45 00.80061(N) 085 24 03.37696(W) AD( ) 2 BE2537 NGVD 29 - 50.48 (m) 165.6 (f) LEVELING 3 BE2537 BE2537.Superseded values are not recommended for survey control. BE2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2537.See file dsdata.txt to determine how the superseded data were derived. BE2537 BE2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5306203013(NAD 83) BE2537_MARKER: DD = SURVEY DISK BE2537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2537_STAMPING: I10 78 A09 RM NO 1 BE2537_MARK LOGO: FLDT BE2537_PROJECTION: RECESSED 8 CENTIMETERS BE2537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2537+STABILITY: SURFACE MOTION BE2537 BE2537 HISTORY - Date Condition Report By BE2537 HISTORY - 1978 MONUMENTED FLDT BE2537 HISTORY - 19910903 GOOD USPSQD BE2537 HISTORY - 20010331 GOOD NGS BE2537 HISTORY - 20010331 GOOD NGS BE2537 HISTORY - 20010331 GOOD NGS BE2537 HISTORY - 20010331 GOOD NGS BE2537 HISTORY - 20010331 GOOD NGS BE2537 HISTORY - 20010331 GOOD NGS BE2537 BE2537 STATION DESCRIPTION BE2537 BE2537'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2537'4.1 MI SW FROM COTTONDALE. BE2537'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2537'3.0 MILES SOUTH OF COTTONDALE, GO WEST ON INTERSTATE ROUTE 10 FOR BE2537'ABOUT 1.1 MILES TO THE MARK NEAR THE NORTH RIGHT OF WAY FENCE. IT IS BE2537'4.6 FEET EAST OF A FENCE POST AND 4.6 FEET SOUTH OF THE RIGHT OF WAY BE2537'FENCE. BE2537'THE MARK IS 4.2 FT S FROM A WITNESS POST. BE2537 BE2537 STATION RECOVERY (1991) BE2537 BE2537'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2537'RECOVERED IN GOOD CONDITION. BE2537 BE2537 STATION RECOVERY (2001) BE2537 BE2537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2537'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2537 BE2537 STATION RECOVERY (2001) BE2537 BE2537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2537'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2537 BE2537 STATION RECOVERY (2001) BE2537 BE2537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2537'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2537 BE2537 STATION RECOVERY (2001) BE2537 BE2537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2537'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2537 BE2537 STATION RECOVERY (2001) BE2537 BE2537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2537'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2537 BE2537 STATION RECOVERY (2001) BE2537 BE2537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2537'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2535 *********************************************************************** BE2535 DESIGNATION - I10 78 A09 RM 2 BE2535 PID - BE2535 BE2535 STATE/COUNTY- FL/JACKSON BE2535 USGS QUAD - COTTONDALE WEST (1994) BE2535 BE2535 *CURRENT SURVEY CONTROL BE2535 ___________________________________________________________________ BE2535* NAD 83(1990)- 30 45 00.69747(N) 085 24 03.91894(W) ADJUSTED BE2535* NAVD 88 - 50.492 (meters) 165.66 (feet) ADJUSTED BE2535 ___________________________________________________________________ BE2535 LAPLACE CORR- -1.02 (seconds) DEFLEC99 BE2535 GEOID HEIGHT- -27.91 (meters) GEOID99 BE2535 DYNAMIC HT - 50.427 (meters) 165.44 (feet) COMP BE2535 MODELED GRAV- 979,356.4 (mgal) NAVD 88 BE2535 BE2535 HORZ ORDER - SECOND BE2535 VERT ORDER - SECOND CLASS II BE2535 BE2535.The horizontal coordinates were established by classical geodetic methods BE2535.and adjusted by the National Geodetic Survey in September 1997. BE2535.No horizontal observational check was made to the station. BE2535 BE2535.The orthometric height was determined by differential leveling BE2535.and adjusted by the National Geodetic Survey in June 1991. BE2535 BE2535.The Laplace correction was computed from DEFLEC99 derived deflections. BE2535 BE2535.The geoid height was determined by GEOID99. BE2535 BE2535.The dynamic height is computed by dividing the NAVD 88 BE2535.geopotential number by the normal gravity value computed on the BE2535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2535.degrees latitude (g = 980.6199 gals.). BE2535 BE2535.The modeled gravity was interpolated from observed gravity values. BE2535 BE2535; North East Units Scale Converg. BE2535;SPC FL N - 194,350.582 513,719.576 MT 1.00000003 -0 27 10.2 BE2535;UTM 16 - 3,403,009.709 653,047.779 MT 0.99988895 +0 49 03.6 BE2535 BE2535 SUPERSEDED SURVEY CONTROL BE2535 BE2535 NAD 83(1990)- 30 45 00.69746(N) 085 24 03.91894(W) AD( ) 2 BE2535 NAD 83(1986)- 30 45 00.70510(N) 085 24 03.92672(W) AD( ) 2 BE2535 NGVD 29 - 50.56 (m) 165.9 (f) LEVELING 3 BE2535 BE2535.Superseded values are not recommended for survey control. BE2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2535.See file dsdata.txt to determine how the superseded data were derived. BE2535 BE2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5304803010(NAD 83) BE2535_MARKER: DD = SURVEY DISK BE2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2535_STAMPING: I10 78 A09 RM NO 2 BE2535_MARK LOGO: FLDT BE2535_PROJECTION: RECESSED 5 CENTIMETERS BE2535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2535+STABILITY: SURFACE MOTION BE2535 BE2535 HISTORY - Date Condition Report By BE2535 HISTORY - 1978 MONUMENTED FLDT BE2535 HISTORY - 19910903 GOOD USPSQD BE2535 HISTORY - 20010331 GOOD NGS BE2535 HISTORY - 20010331 GOOD NGS BE2535 HISTORY - 20010331 GOOD NGS BE2535 HISTORY - 20010331 GOOD NGS BE2535 HISTORY - 20010331 GOOD NGS BE2535 HISTORY - 20010331 GOOD NGS BE2535 BE2535 STATION DESCRIPTION BE2535 BE2535'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2535'4.1 MI SW FROM COTTONDALE. BE2535'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2535'3.0 MILES SOUTH OF COTTONDALE, GO WEST ON INTERSTATE ROUTE 10 FOR BE2535'ABOUT 1.1 MILES TO THE MARK NEAR THE NORTH RIGHT OF WAY FENCE. IT IS BE2535'5.9 FEET WEST OF A FENCE POST AND 5.0 FEET SOUTH OF THE RIGHT OF WAY BE2535'FENCE. BE2535'THE MARK IS 4.5 FT S FROM A WITNESS POST. BE2535 BE2535 STATION RECOVERY (1991) BE2535 BE2535'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2535'RECOVERED IN GOOD CONDITION. BE2535 BE2535 STATION RECOVERY (2001) BE2535 BE2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2535'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2535 BE2535 STATION RECOVERY (2001) BE2535 BE2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2535'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2535 BE2535 STATION RECOVERY (2001) BE2535 BE2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2535'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2535 BE2535 STATION RECOVERY (2001) BE2535 BE2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2535'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2535 BE2535 STATION RECOVERY (2001) BE2535 BE2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2535'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2535 BE2535 STATION RECOVERY (2001) BE2535 BE2535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2535'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2541 *********************************************************************** BE2541 DESIGNATION - I10 78 A10 BE2541 PID - BE2541 BE2541 STATE/COUNTY- FL/JACKSON BE2541 USGS QUAD - COTTONDALE WEST (1994) BE2541 BE2541 *CURRENT SURVEY CONTROL BE2541 ___________________________________________________________________ BE2541* NAD 83(1990)- 30 45 10.23482(N) 085 22 57.76210(W) ADJUSTED BE2541* NAVD 88 - 51.726 (meters) 169.70 (feet) ADJUSTED BE2541 ___________________________________________________________________ BE2541 LAPLACE CORR- -1.06 (seconds) DEFLEC99 BE2541 GEOID HEIGHT- -27.92 (meters) GEOID99 BE2541 DYNAMIC HT - 51.659 (meters) 169.48 (feet) COMP BE2541 MODELED GRAV- 979,356.7 (mgal) NAVD 88 BE2541 BE2541 HORZ ORDER - SECOND BE2541 VERT ORDER - SECOND CLASS II BE2541 BE2541.The horizontal coordinates were established by classical geodetic methods BE2541.and adjusted by the National Geodetic Survey in September 1997. BE2541 BE2541.The orthometric height was determined by differential leveling BE2541.and adjusted by the National Geodetic Survey in June 1991. BE2541 BE2541.The Laplace correction was computed from DEFLEC99 derived deflections. BE2541 BE2541.The geoid height was determined by GEOID99. BE2541 BE2541.The dynamic height is computed by dividing the NAVD 88 BE2541.geopotential number by the normal gravity value computed on the BE2541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2541.degrees latitude (g = 980.6199 gals.). BE2541 BE2541.The modeled gravity was interpolated from observed gravity values. BE2541 BE2541; North East Units Scale Converg. BE2541;SPC FL N - 194,630.519 515,481.427 MT 1.00000050 -0 26 36.9 BE2541;UTM 16 - 3,403,328.612 654,802.800 MT 0.99989562 +0 49 37.7 BE2541 BE2541|---------------------------------------------------------------------| BE2541| PID Reference Object Distance Geod. Az | BE2541| dddmmss.s | BE2541| BE2542 I10 78 A10 RM 1 10.100 METERS 02235 | BE2541| BE2540 I10 78 A10 RM 2 8.697 METERS 19225 | BE2541|---------------------------------------------------------------------| BE2541 BE2541 SUPERSEDED SURVEY CONTROL BE2541 BE2541 NAD 83(1990)- 30 45 10.23481(N) 085 22 57.76210(W) AD( ) 2 BE2541 NAD 83(1986)- 30 45 10.24260(N) 085 22 57.76985(W) AD( ) 2 BE2541 NGVD 29 - 51.80 (m) 169.9 (f) LEVELING 3 BE2541 BE2541.Superseded values are not recommended for survey control. BE2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2541.See file dsdata.txt to determine how the superseded data were derived. BE2541 BE2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5480303329(NAD 83) BE2541_MARKER: DD = SURVEY DISK BE2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2541_STAMPING: I10 78 A10 BE2541_MARK LOGO: FLDT BE2541_PROJECTION: RECESSED 8 CENTIMETERS BE2541_MAGNETIC: N = NO MAGNETIC MATERIAL BE2541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2541+STABILITY: SURFACE MOTION BE2541 BE2541 HISTORY - Date Condition Report By BE2541 HISTORY - 1978 MONUMENTED FLDT BE2541 HISTORY - 1978 GOOD FLDT BE2541 HISTORY - 19910903 GOOD USPSQD BE2541 HISTORY - 20010331 MARK NOT FOUND NGS BE2541 HISTORY - 20010331 MARK NOT FOUND NGS BE2541 HISTORY - 20010331 MARK NOT FOUND NGS BE2541 HISTORY - 20010331 MARK NOT FOUND NGS BE2541 HISTORY - 20010331 MARK NOT FOUND NGS BE2541 HISTORY - 20010331 MARK NOT FOUND NGS BE2541 BE2541 STATION DESCRIPTION BE2541 BE2541'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 (CBM) BE2541'STATION IS LOCATED ABOUT 3 MILES SOUTH OF COTTONDALE AND 4 MILES NORTH BE2541'OF ALFORD, AT INTERSTATE ROUTE 10 BRIDGE OVER STATE ROAD 231. BE2541' BE2541'TO REACH STATION FROM THE INTERSECTION OF U.S. ROUTE 90 AND STATE ROAD BE2541'75 IN COTTONDALE, GO SOUTH ON STATE ROAD 75 FOR 3 MILES TO THE BE2541'INTERSECTION OF INTERSTATE ROUTE 10 AND STATION, IN MEDIAN AT WEST END BE2541'OF THE BRIDGE. BE2541' BE2541'STATION MARK IS A STANDARD FLORIDA DEPARTMENT OF TRANSPORTATION BRASS BE2541'DISK STAMPED---I10 78 A10---, SET IN THE TOP OF A ROUND CONCRETE BE2541'MONUMENT THAT IS 3 INCHES BELOW THE SURFACE OF THE GROUND. IT IS BE2541'3.9 FEET WEST OF A CONCRETE WALL, 28.5 FEET NORTH OF A GUARDRAIL AND BE2541'44.8 FEET NORTH OF THE CENTER OF THE EAST BOUND LANE OF INTERSTATE BE2541'ROUTE 10. BE2541' BE2541'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA DEPARTMENT OF BE2541'TRANSPORTATION BRASS DISK, STAMPED---I10 78 A10 RM NO 1---, SET FLUSH BE2541'IN CONCRETE BRIDGE DECK OF THE WEST BOUND LANE OF INTERSTATE ROUTE BE2541'10. IT IS 1.5 FEET WEST OF BRIDGE RAIL, 10.4 FEET WEST OF END OF BE2541'BRIDGE, 17.4 FEET SOUTH OF THE CENTER OF THE WEST BOUND LANE OF BE2541'INTERSTATE ROUTE 10. BE2541' BE2541'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA DEPARTMENT OF NATURAL BE2541'RESOURCES BRASS DISK, STAMPED---I10 78 A10 RM NO 2---, SET FLUSH IN BE2541'THE CONCRETE BRIDGE DECK OF THE EAST BOUND LANE OF INTERSTATE ROUTE BE2541'10. IT IS 0.8 FOOT SOUTH OF THE GUARD RAIL, 1.8 FEET WEST OF BRIDGE BE2541'END AND 17.5 FEET NORTH OF EASTBOUND LANE CENTER LINE. BE2541 BE2541 STATION RECOVERY (1978) BE2541 BE2541'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2541'3.0 MI SOUTH FROM COTTONDALE. BE2541'IT IS LOCATED AT THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE BE2541'ROAD 75, ABOUT 3.0 MILES SOUTH OF COTTONDALE. IT IS 44.8 FEET NORTH BE2541'OF THE CENTER OF THE EASTBOUND LANES OF INTERSTATE ROUTE 10, 28.5 FEET BE2541'NORTH OF THE WEST END OF THE NORTH CONCRETE GUARDRAIL OF THE EASTBOUND BE2541'BRIDGE AND 3.9 FEET WEST OF THE WEST CONCRETE GUARDWALL BETWEEN THE BE2541'EAST AND WESTBOUND BRIDGES. BE2541 BE2541 STATION RECOVERY (1991) BE2541 BE2541'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2541'RECOVERED IN GOOD CONDITION. BE2541 BE2541 STATION RECOVERY (2001) BE2541 BE2541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2541'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2541 BE2541 STATION RECOVERY (2001) BE2541 BE2541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2541'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2541 BE2541 STATION RECOVERY (2001) BE2541 BE2541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2541'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2541 BE2541 STATION RECOVERY (2001) BE2541 BE2541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2541'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2541 BE2541 STATION RECOVERY (2001) BE2541 BE2541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2541'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2541 BE2541 STATION RECOVERY (2001) BE2541 BE2541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2541'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2542 *********************************************************************** BE2542 DESIGNATION - I10 78 A10 RM 1 BE2542 PID - BE2542 BE2542 STATE/COUNTY- FL/JACKSON BE2542 USGS QUAD - COTTONDALE WEST (1994) BE2542 BE2542 *CURRENT SURVEY CONTROL BE2542 ___________________________________________________________________ BE2542* NAD 83(1990)- 30 45 10.53764(N) 085 22 57.61625(W) ADJUSTED BE2542* NAVD 88 - 51.635 (meters) 169.41 (feet) ADJUSTED BE2542 ___________________________________________________________________ BE2542 LAPLACE CORR- -1.06 (seconds) DEFLEC99 BE2542 GEOID HEIGHT- -27.92 (meters) GEOID99 BE2542 DYNAMIC HT - 51.568 (meters) 169.19 (feet) COMP BE2542 MODELED GRAV- 979,356.7 (mgal) NAVD 88 BE2542 BE2542 HORZ ORDER - SECOND BE2542 VERT ORDER - SECOND CLASS II BE2542 BE2542.The horizontal coordinates were established by classical geodetic methods BE2542.and adjusted by the National Geodetic Survey in September 1997. BE2542.No horizontal observational check was made to the station. BE2542 BE2542.The orthometric height was determined by differential leveling BE2542.and adjusted by the National Geodetic Survey in June 1991. BE2542 BE2542.The Laplace correction was computed from DEFLEC99 derived deflections. BE2542 BE2542.The geoid height was determined by GEOID99. BE2542 BE2542.The dynamic height is computed by dividing the NAVD 88 BE2542.geopotential number by the normal gravity value computed on the BE2542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2542.degrees latitude (g = 980.6199 gals.). BE2542 BE2542.The modeled gravity was interpolated from observed gravity values. BE2542 BE2542; North East Units Scale Converg. BE2542;SPC FL N - 194,639.815 515,485.378 MT 1.00000052 -0 26 36.8 BE2542;UTM 16 - 3,403,337.992 654,806.543 MT 0.99989563 +0 49 37.8 BE2542 BE2542 SUPERSEDED SURVEY CONTROL BE2542 BE2542 NAD 83(1990)- 30 45 10.53763(N) 085 22 57.61625(W) AD( ) 2 BE2542 NAD 83(1986)- 30 45 10.54542(N) 085 22 57.62399(W) AD( ) 2 BE2542 NGVD 29 - 51.71 (m) 169.7 (f) LEVELING 3 BE2542 BE2542.Superseded values are not recommended for survey control. BE2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2542.See file dsdata.txt to determine how the superseded data were derived. BE2542 BE2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5480703338(NAD 83) BE2542_MARKER: DD = SURVEY DISK BE2542_SETTING: 36 = CONCRETE BRIDGE CURB BE2542_STAMPING: I10 78 A10 RM NO 1 BE2542_MARK LOGO: FLDT BE2542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2542 BE2542 HISTORY - Date Condition Report By BE2542 HISTORY - 1978 MONUMENTED FLDT BE2542 HISTORY - 19910903 GOOD USPSQD BE2542 HISTORY - 20010331 MARK NOT FOUND NGS BE2542 HISTORY - 20010331 MARK NOT FOUND NGS BE2542 HISTORY - 20010331 MARK NOT FOUND NGS BE2542 HISTORY - 20010331 MARK NOT FOUND NGS BE2542 HISTORY - 20010331 MARK NOT FOUND NGS BE2542 HISTORY - 20010331 MARK NOT FOUND NGS BE2542 BE2542 STATION DESCRIPTION BE2542 BE2542'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2542'3.0 MI SOUTH FROM COTTONDALE. BE2542'IT IS LOCATED AT THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE BE2542'ROAD 75, ABOUT 3.0 MILES SOUTH OF COTTONDALE. IT IS SET IN THE TOP BE2542'SOUTHWEST CONCRETE CURB OF INTERSTATE ROUTE 10 WESTBOUND BRIDGE, 17.4 BE2542'FEET SOUTH OF THE CENTER OF THE WESTBOUND LANES, 10.4 FEET WEST OF THE BE2542'SOUTHWEST END OF THE BRIDGE AND 1.5 FEET WEST OF THE WEST END OF THE BE2542'SOUTH CONCRETE GUARDRAIL. BE2542 BE2542 STATION RECOVERY (1991) BE2542 BE2542'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2542'RECOVERED IN GOOD CONDITION. BE2542 BE2542 STATION RECOVERY (2001) BE2542 BE2542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2542'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2542 BE2542 STATION RECOVERY (2001) BE2542 BE2542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2542'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2542 BE2542 STATION RECOVERY (2001) BE2542 BE2542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2542'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2542 BE2542 STATION RECOVERY (2001) BE2542 BE2542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2542'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2542 BE2542 STATION RECOVERY (2001) BE2542 BE2542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2542'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2542 BE2542 STATION RECOVERY (2001) BE2542 BE2542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2542'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2540 *********************************************************************** BE2540 DESIGNATION - I10 78 A10 RM 2 BE2540 PID - BE2540 BE2540 STATE/COUNTY- FL/JACKSON BE2540 USGS QUAD - COTTONDALE WEST (1994) BE2540 BE2540 *CURRENT SURVEY CONTROL BE2540 ___________________________________________________________________ BE2540* NAD 83(1990)- 30 45 09.95902(N) 085 22 57.83236(W) ADJUSTED BE2540* NAVD 88 - 51.609 (meters) 169.32 (feet) ADJUSTED BE2540 ___________________________________________________________________ BE2540 LAPLACE CORR- -1.06 (seconds) DEFLEC99 BE2540 GEOID HEIGHT- -27.92 (meters) GEOID99 BE2540 DYNAMIC HT - 51.543 (meters) 169.10 (feet) COMP BE2540 MODELED GRAV- 979,356.7 (mgal) NAVD 88 BE2540 BE2540 HORZ ORDER - SECOND BE2540 VERT ORDER - SECOND CLASS II BE2540 BE2540.The horizontal coordinates were established by classical geodetic methods BE2540.and adjusted by the National Geodetic Survey in September 1997. BE2540.No horizontal observational check was made to the station. BE2540 BE2540.The orthometric height was determined by differential leveling BE2540.and adjusted by the National Geodetic Survey in June 1991. BE2540 BE2540.The Laplace correction was computed from DEFLEC99 derived deflections. BE2540 BE2540.The geoid height was determined by GEOID99. BE2540 BE2540.The dynamic height is computed by dividing the NAVD 88 BE2540.geopotential number by the normal gravity value computed on the BE2540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2540.degrees latitude (g = 980.6199 gals.). BE2540 BE2540.The modeled gravity was interpolated from observed gravity values. BE2540 BE2540; North East Units Scale Converg. BE2540;SPC FL N - 194,622.041 515,479.493 MT 1.00000049 -0 26 36.9 BE2540;UTM 16 - 3,403,320.093 654,801.054 MT 0.99989561 +0 49 37.7 BE2540 BE2540 SUPERSEDED SURVEY CONTROL BE2540 BE2540 NAD 83(1990)- 30 45 09.95901(N) 085 22 57.83236(W) AD( ) 2 BE2540 NAD 83(1986)- 30 45 09.96680(N) 085 22 57.84011(W) AD( ) 2 BE2540 NGVD 29 - 51.68 (m) 169.6 (f) LEVELING 3 BE2540 BE2540.Superseded values are not recommended for survey control. BE2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2540.See file dsdata.txt to determine how the superseded data were derived. BE2540 BE2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5480103320(NAD 83) BE2540_MARKER: DD = SURVEY DISK BE2540_SETTING: 36 = CONCRETE BRIDGE CURB BE2540_STAMPING: I10 78 A10 RM NO 2 BE2540_MARK LOGO: FLDT BE2540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2540 BE2540 HISTORY - Date Condition Report By BE2540 HISTORY - 1978 MONUMENTED FLDT BE2540 HISTORY - 19910903 GOOD USPSQD BE2540 HISTORY - 20010331 MARK NOT FOUND NGS BE2540 HISTORY - 20010331 MARK NOT FOUND NGS BE2540 HISTORY - 20010331 MARK NOT FOUND NGS BE2540 HISTORY - 20010331 MARK NOT FOUND NGS BE2540 HISTORY - 20010331 MARK NOT FOUND NGS BE2540 HISTORY - 20010331 MARK NOT FOUND NGS BE2540 BE2540 STATION DESCRIPTION BE2540 BE2540'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2540'3.0 MI SOUTH FROM COTTONDALE. BE2540'IT IS LOCATED AT THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE BE2540'ROAD 75, ABOUT 3.0 MILES SOUTH OF COTTONDALE. IT IS SET IN THE TOP BE2540'NORTHWEST CONCRETE CURB OF INTERSTATE ROUTE 10 EASTBOUND BRIDGE, 17.5 BE2540'FEET NORTH OF THE CENTER OF THE EASTBOUND LANES, 1.8 FEET WEST OF THE BE2540'NORTHWEST END OF THE BRIDGE AND 0.8 FOOT SOUTH OF THE METAL GUARDRAIL. BE2540 BE2540 STATION RECOVERY (1991) BE2540 BE2540'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2540'RECOVERED IN GOOD CONDITION. BE2540 BE2540 STATION RECOVERY (2001) BE2540 BE2540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2540'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2540 BE2540 STATION RECOVERY (2001) BE2540 BE2540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2540'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2540 BE2540 STATION RECOVERY (2001) BE2540 BE2540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2540'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2540 BE2540 STATION RECOVERY (2001) BE2540 BE2540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2540'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2540 BE2540 STATION RECOVERY (2001) BE2540 BE2540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2540'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2540 BE2540 STATION RECOVERY (2001) BE2540 BE2540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2540'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2546 *********************************************************************** BE2546 DESIGNATION - I10 78 A11 BE2546 PID - BE2546 BE2546 STATE/COUNTY- FL/JACKSON BE2546 USGS QUAD - COTTONDALE EAST (1994) BE2546 BE2546 *CURRENT SURVEY CONTROL BE2546 ___________________________________________________________________ BE2546* NAD 83(1990)- 30 45 20.00734(N) 085 21 49.59287(W) ADJUSTED BE2546* NAVD 88 - 53.125 (meters) 174.29 (feet) ADJUSTED BE2546 ___________________________________________________________________ BE2546 LAPLACE CORR- -1.19 (seconds) DEFLEC99 BE2546 GEOID HEIGHT- -27.94 (meters) GEOID99 BE2546 DYNAMIC HT - 53.057 (meters) 174.07 (feet) COMP BE2546 MODELED GRAV- 979,356.6 (mgal) NAVD 88 BE2546 BE2546 HORZ ORDER - SECOND BE2546 VERT ORDER - SECOND CLASS II BE2546 BE2546.The horizontal coordinates were established by classical geodetic methods BE2546.and adjusted by the National Geodetic Survey in September 1997. BE2546 BE2546.The orthometric height was determined by differential leveling BE2546.and adjusted by the National Geodetic Survey in June 1991. BE2546 BE2546.The Laplace correction was computed from DEFLEC99 derived deflections. BE2546 BE2546.The geoid height was determined by GEOID99. BE2546 BE2546.The dynamic height is computed by dividing the NAVD 88 BE2546.geopotential number by the normal gravity value computed on the BE2546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2546.degrees latitude (g = 980.6199 gals.). BE2546 BE2546.The modeled gravity was interpolated from observed gravity values. BE2546 BE2546; North East Units Scale Converg. BE2546;SPC FL N - 194,917.578 517,296.761 MT 1.00000099 -0 26 02.7 BE2546;UTM 16 - 3,403,655.828 656,611.137 MT 0.99990256 +0 50 12.8 BE2546 BE2546|---------------------------------------------------------------------| BE2546| PID Reference Object Distance Geod. Az | BE2546| dddmmss.s | BE2546| BE2547 I10 78 A11 RM 1 15.024 METERS 04744 | BE2546| BE2545 I10 78 A11 RM 2 15.979 METERS 30142 | BE2546|---------------------------------------------------------------------| BE2546 BE2546 SUPERSEDED SURVEY CONTROL BE2546 BE2546 NAD 83(1990)- 30 45 20.00734(N) 085 21 49.59287(W) AD( ) 2 BE2546 NAD 83(1986)- 30 45 20.01525(N) 085 21 49.60064(W) AD( ) 2 BE2546 NGVD 29 - 53.20 (m) 174.5 (f) LEVELING 3 BE2546 BE2546.Superseded values are not recommended for survey control. BE2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2546.See file dsdata.txt to determine how the superseded data were derived. BE2546 BE2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5661103656(NAD 83) BE2546_MARKER: DD = SURVEY DISK BE2546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2546_STAMPING: I10 78 A11 BE2546_MARK LOGO: FLDT BE2546_PROJECTION: RECESSED 8 CENTIMETERS BE2546_MAGNETIC: N = NO MAGNETIC MATERIAL BE2546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2546+STABILITY: SURFACE MOTION BE2546 BE2546 HISTORY - Date Condition Report By BE2546 HISTORY - 1978 MONUMENTED FLDT BE2546 HISTORY - 1978 GOOD FLDT BE2546 HISTORY - 19910903 GOOD USPSQD BE2546 HISTORY - 20010331 GOOD NGS BE2546 HISTORY - 20010331 GOOD NGS BE2546 HISTORY - 20010331 GOOD NGS BE2546 HISTORY - 20010331 GOOD NGS BE2546 HISTORY - 20010331 GOOD NGS BE2546 HISTORY - 20010331 GOOD NGS BE2546 BE2546 STATION DESCRIPTION BE2546 BE2546'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 (CBM) BE2546'STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHEAST OF COTTONDALE AND BE2546'4-1/2 MILES NORTH-NORTHEAST OF ALFORD, ON INTERSTATE ROUTE 10 HIGHWAY BE2546'RIGHT-OF-WAY. BE2546' BE2546'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND BE2546'STATE ROAD 75, 3 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE BE2546'ROUTE 10 FOR 1.2 MILES TO STATION ON LEFT, NORTH SIDE OF WESTBOUND BE2546'LANE. IT IS ATOP THE BACKSLOPE, ABOUT 10 FEET HIGHER THAN THE BE2546'HIGHWAY, AND NEAR SEVERAL PECAN TREES. BE2546' BE2546'STATION MARK IS A STANDARD FLORIDA DEPARTMENT OF TRANSPORTATION BE2546'BRASS DISK, STAMPED---I10 78 A11---, SET IN THE TOP OF A ROUND BE2546'CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE SURFACE OF THE GROUND. BE2546'IT IS 3.0 FEET SOUTH OF A METAL WITNESS POST, 33.0 FEET SOUTH OF BE2546'A FENCE LINE AND 41.5 FEET SOUTHEAST OF A 24 INCH PECAN TREE. BE2546' BE2546'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA DEPARTMENT OF BE2546'TRANSPORTATION BRASS DISK, STAMPED---I10 78 A11 RM NO 1---, SET IN BE2546'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE BE2546'SURFACE OF THE GROUND. IT IS 1.9 FEET SOUTH OF A METAL WITNESS POST, BE2546'2.4 FEET SOUTH OF A RIGHT OF WAY FENCE LINE AND 65.4 FEET EAST OF BE2546'A 24 INCH PECAN TREE. BE2546' BE2546'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA DEPARTMENT OF BE2546'TRANSPORTATION BRASS DISK, STAMPED---I10 78 A11 RM NO 2---, SET IN BE2546'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE BE2546'SURFACE OF THE GROUND. IT IS 2.7 FEET SOUTH OF A METAL WITNESS POST, BE2546'3.1 FEET SOUTH OF A RIGHT OF WAY FENCE LINE AND 13.8 FEET BE2546'SOUTHWEST OF A 24 INCH PECAN TREE. BE2546 BE2546 STATION RECOVERY (1978) BE2546 BE2546'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2546'4.2 MI SOUTH FROM COTTONDALE. BE2546'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2546'3.0 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE ROUTE 10 FOR BE2546'ABOUT 1.2 MILES TO THE MARK NEAR THE NORTH RIGHT OF WAY FENCE. IT IS BE2546'41.5 FEET SOUTHEAST OF A 24 INCH PECAN TREE AND 33.0 FEET SOUTH OF THE BE2546'RIGHT OF WAY FENCE. BE2546'THE MARK IS 3.0 FT S FROM A WITNESS POST. BE2546'THE MARK IS 10.0 FT ABOVE ROAD. BE2546 BE2546 STATION RECOVERY (1991) BE2546 BE2546'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2546'RECOVERED IN GOOD CONDITION. BE2546 BE2546 STATION RECOVERY (2001) BE2546 BE2546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2546'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2546 BE2546 STATION RECOVERY (2001) BE2546 BE2546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2546'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2546 BE2546 STATION RECOVERY (2001) BE2546 BE2546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2546'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2546 BE2546 STATION RECOVERY (2001) BE2546 BE2546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2546'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2546 BE2546 STATION RECOVERY (2001) BE2546 BE2546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2546'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2546 BE2546 STATION RECOVERY (2001) BE2546 BE2546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2546'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2547 *********************************************************************** BE2547 DESIGNATION - I10 78 A11 RM 1 BE2547 PID - BE2547 BE2547 STATE/COUNTY- FL/JACKSON BE2547 USGS QUAD - COTTONDALE EAST (1994) BE2547 BE2547 *CURRENT SURVEY CONTROL BE2547 ___________________________________________________________________ BE2547* NAD 83(1990)- 30 45 20.33543(N) 085 21 49.17480(W) ADJUSTED BE2547* NAVD 88 - 52.958 (meters) 173.75 (feet) ADJUSTED BE2547 ___________________________________________________________________ BE2547 LAPLACE CORR- -1.20 (seconds) DEFLEC99 BE2547 GEOID HEIGHT- -27.94 (meters) GEOID99 BE2547 DYNAMIC HT - 52.889 (meters) 173.52 (feet) COMP BE2547 MODELED GRAV- 979,356.6 (mgal) NAVD 88 BE2547 BE2547 HORZ ORDER - SECOND BE2547 VERT ORDER - SECOND CLASS II BE2547 BE2547.The horizontal coordinates were established by classical geodetic methods BE2547.and adjusted by the National Geodetic Survey in September 1997. BE2547.No horizontal observational check was made to the station. BE2547 BE2547.The orthometric height was determined by differential leveling BE2547.and adjusted by the National Geodetic Survey in June 1991. BE2547 BE2547.The Laplace correction was computed from DEFLEC99 derived deflections. BE2547 BE2547.The geoid height was determined by GEOID99. BE2547 BE2547.The dynamic height is computed by dividing the NAVD 88 BE2547.geopotential number by the normal gravity value computed on the BE2547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2547.degrees latitude (g = 980.6199 gals.). BE2547 BE2547.The modeled gravity was interpolated from observed gravity values. BE2547 BE2547; North East Units Scale Converg. BE2547;SPC FL N - 194,927.597 517,307.957 MT 1.00000101 -0 26 02.4 BE2547;UTM 16 - 3,403,666.093 656,622.106 MT 0.99990261 +0 50 13.1 BE2547 BE2547 SUPERSEDED SURVEY CONTROL BE2547 BE2547 NAD 83(1990)- 30 45 20.33543(N) 085 21 49.17479(W) AD( ) 2 BE2547 NAD 83(1986)- 30 45 20.34334(N) 085 21 49.18257(W) AD( ) 2 BE2547 NGVD 29 - 53.03 (m) 174.0 (f) LEVELING 3 BE2547 BE2547.Superseded values are not recommended for survey control. BE2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2547.See file dsdata.txt to determine how the superseded data were derived. BE2547 BE2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5662203666(NAD 83) BE2547_MARKER: DD = SURVEY DISK BE2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2547_STAMPING: I10 78 A11 RM NO 1 BE2547_MARK LOGO: FLDT BE2547_PROJECTION: RECESSED 5 CENTIMETERS BE2547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2547+STABILITY: SURFACE MOTION BE2547 BE2547 HISTORY - Date Condition Report By BE2547 HISTORY - 1978 MONUMENTED FLDT BE2547 HISTORY - 19910903 GOOD USPSQD BE2547 HISTORY - 20010331 GOOD NGS BE2547 HISTORY - 20010331 GOOD NGS BE2547 HISTORY - 20010331 GOOD NGS BE2547 HISTORY - 20010331 GOOD NGS BE2547 HISTORY - 20010331 GOOD NGS BE2547 HISTORY - 20010331 GOOD NGS BE2547 BE2547 STATION DESCRIPTION BE2547 BE2547'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2547'4.2 MI SOUTH FROM COTTONDALE. BE2547'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2547'3.0 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE ROUTE 10 FOR BE2547'ABOUT 1.2 MILES TO THE MARK NEAR THE NORTH RIGHT OF WAY FENCE. IT IS BE2547'65.4 FEET EAST OF A 24 INCH PECAN TREE AND 2.4 FEET SOUTH OF THE RIGHT BE2547'OF WAY FENCE. BE2547'THE MARK IS 1.9 FT S FROM A WITNESS POST. BE2547'THE MARK IS 10.0 FT ABOVE ROAD. BE2547 BE2547 STATION RECOVERY (1991) BE2547 BE2547'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2547'RECOVERED IN GOOD CONDITION. BE2547 BE2547 STATION RECOVERY (2001) BE2547 BE2547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2547'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2547 BE2547 STATION RECOVERY (2001) BE2547 BE2547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2547'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2547 BE2547 STATION RECOVERY (2001) BE2547 BE2547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2547'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2547 BE2547 STATION RECOVERY (2001) BE2547 BE2547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2547'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2547 BE2547 STATION RECOVERY (2001) BE2547 BE2547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2547'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2547 BE2547 STATION RECOVERY (2001) BE2547 BE2547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2547'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2545 *********************************************************************** BE2545 DESIGNATION - I10 78 A11 RM 2 BE2545 PID - BE2545 BE2545 STATE/COUNTY- FL/JACKSON BE2545 USGS QUAD - COTTONDALE EAST (1994) BE2545 BE2545 *CURRENT SURVEY CONTROL BE2545 ___________________________________________________________________ BE2545* NAD 83(1990)- 30 45 20.27999(N) 085 21 50.10403(W) ADJUSTED BE2545* NAVD 88 - 53.396 (meters) 175.18 (feet) ADJUSTED BE2545 ___________________________________________________________________ BE2545 LAPLACE CORR- -1.19 (seconds) DEFLEC99 BE2545 GEOID HEIGHT- -27.94 (meters) GEOID99 BE2545 DYNAMIC HT - 53.328 (meters) 174.96 (feet) COMP BE2545 MODELED GRAV- 979,356.6 (mgal) NAVD 88 BE2545 BE2545 HORZ ORDER - SECOND BE2545 VERT ORDER - SECOND CLASS II BE2545 BE2545.The horizontal coordinates were established by classical geodetic methods BE2545.and adjusted by the National Geodetic Survey in September 1997. BE2545.No horizontal observational check was made to the station. BE2545 BE2545.The orthometric height was determined by differential leveling BE2545.and adjusted by the National Geodetic Survey in June 1991. BE2545 BE2545.The Laplace correction was computed from DEFLEC99 derived deflections. BE2545 BE2545.The geoid height was determined by GEOID99. BE2545 BE2545.The dynamic height is computed by dividing the NAVD 88 BE2545.geopotential number by the normal gravity value computed on the BE2545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2545.degrees latitude (g = 980.6199 gals.). BE2545 BE2545.The modeled gravity was interpolated from observed gravity values. BE2545 BE2545; North East Units Scale Converg. BE2545;SPC FL N - 194,926.077 517,283.230 MT 1.00000100 -0 26 02.9 BE2545;UTM 16 - 3,403,664.025 656,597.422 MT 0.99990251 +0 50 12.6 BE2545 BE2545 SUPERSEDED SURVEY CONTROL BE2545 BE2545 NAD 83(1990)- 30 45 20.27999(N) 085 21 50.10402(W) AD( ) 2 BE2545 NAD 83(1986)- 30 45 20.28791(N) 085 21 50.11180(W) AD( ) 2 BE2545 NGVD 29 - 53.47 (m) 175.4 (f) LEVELING 3 BE2545 BE2545.Superseded values are not recommended for survey control. BE2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2545.See file dsdata.txt to determine how the superseded data were derived. BE2545 BE2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5659703664(NAD 83) BE2545_MARKER: DD = SURVEY DISK BE2545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2545_STAMPING: I10 78 A11 RM NO 2 BE2545_MARK LOGO: FLDT BE2545_PROJECTION: RECESSED 5 CENTIMETERS BE2545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2545+STABILITY: SURFACE MOTION BE2545 BE2545 HISTORY - Date Condition Report By BE2545 HISTORY - 1978 MONUMENTED FLDT BE2545 HISTORY - 19910903 GOOD USPSQD BE2545 HISTORY - 20010331 GOOD NGS BE2545 HISTORY - 20010331 GOOD NGS BE2545 HISTORY - 20010331 GOOD NGS BE2545 HISTORY - 20010331 GOOD NGS BE2545 HISTORY - 20010331 GOOD NGS BE2545 HISTORY - 20010331 GOOD NGS BE2545 BE2545 STATION DESCRIPTION BE2545 BE2545'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2545'4.2 MI SOUTH FROM COTTONDALE. BE2545'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2545'3.0 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE ROUTE 10 FOR BE2545'ABOUT 1.2 MILES TO THE MARK NEAR THE NORTH RIGHT OF WAY FENCE. IT IS BE2545'13.8 FEET SOUTHWEST OF A 24 INCH PECAN TREE AND 3.1 FEET SOUTH OF THE BE2545'RIGHT OF WAY FENCE. BE2545'THE MARK IS 2.7 FT S FROM A WITNESS POST. BE2545'THE MARK IS 10.0 FT ABOVE ROAD. BE2545 BE2545 STATION RECOVERY (1991) BE2545 BE2545'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2545'RECOVERED IN GOOD CONDITION. BE2545 BE2545 STATION RECOVERY (2001) BE2545 BE2545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2545'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2545 BE2545 STATION RECOVERY (2001) BE2545 BE2545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2545'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2545 BE2545 STATION RECOVERY (2001) BE2545 BE2545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2545'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2545 BE2545 STATION RECOVERY (2001) BE2545 BE2545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2545'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2545 BE2545 STATION RECOVERY (2001) BE2545 BE2545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2545'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2545 BE2545 STATION RECOVERY (2001) BE2545 BE2545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2545'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2549 *********************************************************************** BE2549 DESIGNATION - I10 78 A12 BE2549 PID - BE2549 BE2549 STATE/COUNTY- FL/JACKSON BE2549 USGS QUAD - COTTONDALE EAST (1994) BE2549 BE2549 *CURRENT SURVEY CONTROL BE2549 ___________________________________________________________________ BE2549* NAD 83(1990)- 30 45 19.90102(N) 085 21 11.47057(W) ADJUSTED BE2549* NAVD 88 - 42.749 (meters) 140.25 (feet) ADJUSTED BE2549 ___________________________________________________________________ BE2549 LAPLACE CORR- -1.32 (seconds) DEFLEC99 BE2549 GEOID HEIGHT- -27.95 (meters) GEOID99 BE2549 DYNAMIC HT - 42.694 (meters) 140.07 (feet) COMP BE2549 MODELED GRAV- 979,356.2 (mgal) NAVD 88 BE2549 BE2549 HORZ ORDER - SECOND BE2549 VERT ORDER - SECOND CLASS II BE2549 BE2549.The horizontal coordinates were established by classical geodetic methods BE2549.and adjusted by the National Geodetic Survey in September 1997. BE2549 BE2549.The orthometric height was determined by differential leveling BE2549.and adjusted by the National Geodetic Survey in June 1991. BE2549 BE2549.The Laplace correction was computed from DEFLEC99 derived deflections. BE2549 BE2549.The geoid height was determined by GEOID99. BE2549 BE2549.The dynamic height is computed by dividing the NAVD 88 BE2549.geopotential number by the normal gravity value computed on the BE2549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2549.degrees latitude (g = 980.6199 gals.). BE2549 BE2549.The modeled gravity was interpolated from observed gravity values. BE2549 BE2549; North East Units Scale Converg. BE2549;SPC FL N - 194,906.670 518,310.625 MT 1.00000098 -0 25 43.5 BE2549;UTM 16 - 3,403,667.411 657,624.895 MT 0.99990649 +0 50 32.3 BE2549 BE2549|---------------------------------------------------------------------| BE2549| PID Reference Object Distance Geod. Az | BE2549| dddmmss.s | BE2549| BE2550 I10 78 A12 RM 1 12.261 METERS 11221 | BE2549| BE2548 I10 78 A12 RM 2 13.396 METERS 26833 | BE2549|---------------------------------------------------------------------| BE2549 BE2549 SUPERSEDED SURVEY CONTROL BE2549 BE2549 NAD 83(1990)- 30 45 19.90102(N) 085 21 11.47056(W) AD( ) 2 BE2549 NAD 83(1986)- 30 45 19.90901(N) 085 21 11.47832(W) AD( ) 2 BE2549 NGVD 29 - 42.82 (m) 140.5 (f) LEVELING 3 BE2549 BE2549.Superseded values are not recommended for survey control. BE2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2549.See file dsdata.txt to determine how the superseded data were derived. BE2549 BE2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5762503667(NAD 83) BE2549_MARKER: DD = SURVEY DISK BE2549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2549_STAMPING: I10 78 A12 BE2549_MARK LOGO: FLDT BE2549_PROJECTION: RECESSED 8 CENTIMETERS BE2549_MAGNETIC: N = NO MAGNETIC MATERIAL BE2549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2549+STABILITY: SURFACE MOTION BE2549 BE2549 HISTORY - Date Condition Report By BE2549 HISTORY - 1978 MONUMENTED FLDT BE2549 HISTORY - 1978 GOOD FLDT BE2549 HISTORY - 19910903 GOOD USPSQD BE2549 HISTORY - 20010331 GOOD NGS BE2549 HISTORY - 20010331 GOOD NGS BE2549 HISTORY - 20010331 GOOD NGS BE2549 HISTORY - 20010331 GOOD NGS BE2549 HISTORY - 20010331 GOOD NGS BE2549 HISTORY - 20010331 GOOD NGS BE2549 BE2549 STATION DESCRIPTION BE2549 BE2549'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 (CBM) BE2549'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF COTTONDALE AND 5 BE2549'MILES NORTHEAST OF ALFORD, ON INTERSTATE ROUTE 10 HIGHWAY BE2549'RIGHT-OF-WAY. BE2549' BE2549'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND BE2549'STATE ROAD 75, 3 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE BE2549'ROUTE 10 FOR 1.85 MILES TO STATION ON RIGHT, SOUTH SIDE OF THE BE2549'EASTBOUND LANE, NEAR TOP OF THE BACKSLOPE AND JUST EAST OF TWO LARGE BE2549'RED OAKS. BE2549' BE2549'STATION MARK IS A STANDARD FLORIDA DEPARTMENT OF TRANSPORTATION BRASS BE2549'DISK, STAMPED---I10 78 A12---, SET IN THE TOP OF A ROUND CONCRETE BE2549'MONUMENT THAT IS 3 INCHES BELOW THE SURFACE OF THE GROUND. IT IS BE2549'2.3 FEET NORTH OF A WITNESS POST, 44.9 FEET NORTHEAST OF A 36 INCH BE2549'RED OAK AND 63.5 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF BE2549'INTERSTATE ROUTE 10. BE2549' BE2549'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA DEPARTMENT OF BE2549'TRANSPORTATION BRASS DISK, STAMPED---I10 78 A12 RM NO 1---, SET IN BE2549'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE BE2549'SURFACE OF THE GROUND. IT IS 2.0 FEET NORTH OF A WITNESS POST AND BE2549'82.0 FEET SOUTH OF THE CENTER LINE OF OF THE EAST BOUND LANE OF BE2549'INTERSTATE ROUTE 10. BE2549' BE2549'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA DEPARTMENT OF BE2549'TRANSPORTATION BRASS DISK, STAMPED---I10 78 A12 RM NO 2---, SET IN BE2549'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE BE2549'SURFACE OF THE GROUND. IT IS 2.4 FEET NORTH OF A WITNESS POST, 14.0 BE2549'FEET NORTH OF A 36 INCH RED OAK AND 61.0 FEET SOUTH OF THE CENTER BE2549'OF THE EAST BOUND LANE OF INTERSTATE ROUTE 10. BE2549 BE2549 STATION RECOVERY (1978) BE2549 BE2549'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2549'4.8 MI SOUTH FROM COTTONDALE. BE2549'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2549'3.0 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE ROUTE 10 FOR BE2549'ABOUT 1.85 MILES TO THE MARK ON THE SOUTH SIDE OF THE EASTBOUND LANES, BE2549'NEAR THE TOP OF THE BACKSLOPE. IT IS 63.5 FEET SOUTH OF THE CENTER OF BE2549'THE EASTBOUND LANES AND 44.9 FEET NORTHEAST OF A LARGE 36 INCH RED OAK BE2549'TREE. BE2549'THE MARK IS 2.3 FT N FROM A WITNESS POST. BE2549 BE2549 STATION RECOVERY (1991) BE2549 BE2549'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2549'RECOVERED IN GOOD CONDITION. BE2549 BE2549 STATION RECOVERY (2001) BE2549 BE2549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2549'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2549 BE2549 STATION RECOVERY (2001) BE2549 BE2549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2549'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2549 BE2549 STATION RECOVERY (2001) BE2549 BE2549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2549'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2549 BE2549 STATION RECOVERY (2001) BE2549 BE2549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2549'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2549 BE2549 STATION RECOVERY (2001) BE2549 BE2549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2549'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2549 BE2549 STATION RECOVERY (2001) BE2549 BE2549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2549'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2550 *********************************************************************** BE2550 DESIGNATION - I10 78 A12 RM 1 BE2550 PID - BE2550 BE2550 STATE/COUNTY- FL/JACKSON BE2550 USGS QUAD - COTTONDALE EAST (1994) BE2550 BE2550 *CURRENT SURVEY CONTROL BE2550 ___________________________________________________________________ BE2550* NAD 83(1990)- 30 45 19.74958(N) 085 21 11.04421(W) ADJUSTED BE2550* NAVD 88 - 43.583 (meters) 142.99 (feet) ADJUSTED BE2550 ___________________________________________________________________ BE2550 LAPLACE CORR- -1.32 (seconds) DEFLEC99 BE2550 GEOID HEIGHT- -27.95 (meters) GEOID99 BE2550 DYNAMIC HT - 43.527 (meters) 142.80 (feet) COMP BE2550 MODELED GRAV- 979,356.2 (mgal) NAVD 88 BE2550 BE2550 HORZ ORDER - SECOND BE2550 VERT ORDER - SECOND CLASS II BE2550 BE2550.The horizontal coordinates were established by classical geodetic methods BE2550.and adjusted by the National Geodetic Survey in September 1997. BE2550.No horizontal observational check was made to the station. BE2550 BE2550.The orthometric height was determined by differential leveling BE2550.and adjusted by the National Geodetic Survey in June 1991. BE2550 BE2550.The Laplace correction was computed from DEFLEC99 derived deflections. BE2550 BE2550.The geoid height was determined by GEOID99. BE2550 BE2550.The dynamic height is computed by dividing the NAVD 88 BE2550.geopotential number by the normal gravity value computed on the BE2550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2550.degrees latitude (g = 980.6199 gals.). BE2550 BE2550.The modeled gravity was interpolated from observed gravity values. BE2550 BE2550; North East Units Scale Converg. BE2550;SPC FL N - 194,901.921 518,321.929 MT 1.00000098 -0 25 43.3 BE2550;UTM 16 - 3,403,662.915 657,636.301 MT 0.99990654 +0 50 32.5 BE2550 BE2550 SUPERSEDED SURVEY CONTROL BE2550 BE2550 NAD 83(1990)- 30 45 19.74958(N) 085 21 11.04420(W) AD( ) 2 BE2550 NAD 83(1986)- 30 45 19.75757(N) 085 21 11.05196(W) AD( ) 2 BE2550 NGVD 29 - 43.66 (m) 143.2 (f) LEVELING 3 BE2550 BE2550.Superseded values are not recommended for survey control. BE2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2550.See file dsdata.txt to determine how the superseded data were derived. BE2550 BE2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5763603663(NAD 83) BE2550_MARKER: DD = SURVEY DISK BE2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2550_STAMPING: I10 78 A12 RM NO 1 BE2550_MARK LOGO: FLDT BE2550_PROJECTION: RECESSED 5 CENTIMETERS BE2550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2550+STABILITY: SURFACE MOTION BE2550 BE2550 HISTORY - Date Condition Report By BE2550 HISTORY - 1978 MONUMENTED FLDT BE2550 HISTORY - 19910903 GOOD USPSQD BE2550 HISTORY - 20010331 GOOD NGS BE2550 HISTORY - 20010331 GOOD NGS BE2550 HISTORY - 20010331 GOOD NGS BE2550 HISTORY - 20010331 GOOD NGS BE2550 HISTORY - 20010331 GOOD NGS BE2550 HISTORY - 20010331 GOOD NGS BE2550 BE2550 STATION DESCRIPTION BE2550 BE2550'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2550'4.8 MI SOUTH FROM COTTONDALE. BE2550'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2550'3.0 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE ROUTE 10 FOR BE2550'ABOUT 1.85 MILES TO THE MARK ON THE SOUTH SIDE OF THE EASTBOUND LANES, BE2550'NEAR THE TOP OF THE BACKSLOPE. IT IS 82.0 FEET SOUTH OF THE CENTER OF BE2550'THE EASTBOUND LANES. BE2550'THE MARK IS 2.0 FT N FROM A WITNESS POST. BE2550 BE2550 STATION RECOVERY (1991) BE2550 BE2550'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2550'RECOVERED IN GOOD CONDITION. BE2550 BE2550 STATION RECOVERY (2001) BE2550 BE2550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2550'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2550 BE2550 STATION RECOVERY (2001) BE2550 BE2550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2550'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2550 BE2550 STATION RECOVERY (2001) BE2550 BE2550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2550'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2550 BE2550 STATION RECOVERY (2001) BE2550 BE2550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2550'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2550 BE2550 STATION RECOVERY (2001) BE2550 BE2550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2550'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2550 BE2550 STATION RECOVERY (2001) BE2550 BE2550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2550'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2548 *********************************************************************** BE2548 DESIGNATION - I10 78 A12 RM 2 BE2548 PID - BE2548 BE2548 STATE/COUNTY- FL/JACKSON BE2548 USGS QUAD - COTTONDALE EAST (1994) BE2548 BE2548 *CURRENT SURVEY CONTROL BE2548 ___________________________________________________________________ BE2548* NAD 83(1990)- 30 45 19.89000(N) 085 21 11.97408(W) ADJUSTED BE2548* NAVD 88 - 42.411 (meters) 139.14 (feet) ADJUSTED BE2548 ___________________________________________________________________ BE2548 LAPLACE CORR- -1.32 (seconds) DEFLEC99 BE2548 GEOID HEIGHT- -27.95 (meters) GEOID99 BE2548 DYNAMIC HT - 42.357 (meters) 138.97 (feet) COMP BE2548 MODELED GRAV- 979,356.2 (mgal) NAVD 88 BE2548 BE2548 HORZ ORDER - SECOND BE2548 VERT ORDER - SECOND CLASS II BE2548 BE2548.The horizontal coordinates were established by classical geodetic methods BE2548.and adjusted by the National Geodetic Survey in September 1997. BE2548.No horizontal observational check was made to the station. BE2548 BE2548.The orthometric height was determined by differential leveling BE2548.and adjusted by the National Geodetic Survey in June 1991. BE2548 BE2548.The Laplace correction was computed from DEFLEC99 derived deflections. BE2548 BE2548.The geoid height was determined by GEOID99. BE2548 BE2548.The dynamic height is computed by dividing the NAVD 88 BE2548.geopotential number by the normal gravity value computed on the BE2548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2548.degrees latitude (g = 980.6199 gals.). BE2548 BE2548.The modeled gravity was interpolated from observed gravity values. BE2548 BE2548; North East Units Scale Converg. BE2548;SPC FL N - 194,906.431 518,297.231 MT 1.00000098 -0 25 43.7 BE2548;UTM 16 - 3,403,666.875 657,611.511 MT 0.99990644 +0 50 32.1 BE2548 BE2548 SUPERSEDED SURVEY CONTROL BE2548 BE2548 NAD 83(1990)- 30 45 19.89000(N) 085 21 11.97408(W) AD( ) 2 BE2548 NAD 83(1986)- 30 45 19.89799(N) 085 21 11.98184(W) AD( ) 2 BE2548 NGVD 29 - 42.49 (m) 139.4 (f) LEVELING 3 BE2548 BE2548.Superseded values are not recommended for survey control. BE2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2548.See file dsdata.txt to determine how the superseded data were derived. BE2548 BE2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5761203667(NAD 83) BE2548_MARKER: DD = SURVEY DISK BE2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2548_STAMPING: I10 78 A12 RM NO 2 BE2548_MARK LOGO: FLDT BE2548_PROJECTION: RECESSED 8 CENTIMETERS BE2548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2548+STABILITY: SURFACE MOTION BE2548 BE2548 HISTORY - Date Condition Report By BE2548 HISTORY - 1978 MONUMENTED FLDT BE2548 HISTORY - 19910903 GOOD USPSQD BE2548 HISTORY - 20010331 GOOD NGS BE2548 HISTORY - 20010331 GOOD NGS BE2548 HISTORY - 20010331 GOOD NGS BE2548 HISTORY - 20010331 GOOD NGS BE2548 HISTORY - 20010331 GOOD NGS BE2548 HISTORY - 20010331 GOOD NGS BE2548 BE2548 STATION DESCRIPTION BE2548 BE2548'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2548'4.8 MI SOUTH FROM COTTONDALE. BE2548'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2548'3.0 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE ROUTE 10 FOR BE2548'ABOUT 1.85 MILES TO THE MARK ON THE SOUTH SIDE OF THE EASTBOUND LANES, BE2548'NEAR THE TOP OF THE BACKSLOPE. IT IS 61.0 FEET SOUTH OF THE CENTER OF BE2548'THE EASTBOUND LANES AND 14.0 FEET NORTH OF A LARGE 36 INCH RED OAK BE2548'TREE. BE2548'THE MARK IS 2.4 FT N FROM A WITNESS POST. BE2548 BE2548 STATION RECOVERY (1991) BE2548 BE2548'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2548'RECOVERED IN GOOD CONDITION. BE2548 BE2548 STATION RECOVERY (2001) BE2548 BE2548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2548'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2548 BE2548 STATION RECOVERY (2001) BE2548 BE2548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2548'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2548 BE2548 STATION RECOVERY (2001) BE2548 BE2548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2548'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2548 BE2548 STATION RECOVERY (2001) BE2548 BE2548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2548'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2548 BE2548 STATION RECOVERY (2001) BE2548 BE2548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2548'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2548 BE2548 STATION RECOVERY (2001) BE2548 BE2548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2548'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2551 *********************************************************************** BE2551 DESIGNATION - I10 78 A13 BE2551 PID - BE2551 BE2551 STATE/COUNTY- FL/JACKSON BE2551 USGS QUAD - COTTONDALE EAST (1994) BE2551 BE2551 *CURRENT SURVEY CONTROL BE2551 ___________________________________________________________________ BE2551* NAD 83(1990)- 30 45 28.90583(N) 085 20 16.71037(W) ADJUSTED BE2551* NAVD 88 - 34.432 (meters) 112.97 (feet) ADJUSTED BE2551 ___________________________________________________________________ BE2551 LAPLACE CORR- -1.40 (seconds) DEFLEC99 BE2551 GEOID HEIGHT- -27.96 (meters) GEOID99 BE2551 DYNAMIC HT - 34.388 (meters) 112.82 (feet) COMP BE2551 MODELED GRAV- 979,355.7 (mgal) NAVD 88 BE2551 BE2551 HORZ ORDER - SECOND BE2551 VERT ORDER - SECOND CLASS II BE2551 BE2551.The horizontal coordinates were established by classical geodetic methods BE2551.and adjusted by the National Geodetic Survey in September 1997. BE2551 BE2551.The orthometric height was determined by differential leveling BE2551.and adjusted by the National Geodetic Survey in June 1991. BE2551 BE2551.The Laplace correction was computed from DEFLEC99 derived deflections. BE2551 BE2551.The geoid height was determined by GEOID99. BE2551 BE2551.The dynamic height is computed by dividing the NAVD 88 BE2551.geopotential number by the normal gravity value computed on the BE2551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2551.degrees latitude (g = 980.6199 gals.). BE2551 BE2551.The modeled gravity was interpolated from observed gravity values. BE2551 BE2551; North East Units Scale Converg. BE2551;SPC FL N - 195,173.173 519,769.048 MT 1.00000143 -0 25 16.0 BE2551;UTM 16 - 3,403,966.175 659,076.914 MT 0.99991217 +0 51 00.6 BE2551 BE2551|---------------------------------------------------------------------| BE2551| PID Reference Object Distance Geod. Az | BE2551| dddmmss.s | BE2551| BE2553 I10 78 A13 RM 1 17.231 METERS 05217 | BE2551| BE2552 I10 78 A13 RM 2 18.790 METERS 31607 | BE2551|---------------------------------------------------------------------| BE2551 BE2551 SUPERSEDED SURVEY CONTROL BE2551 BE2551 NAD 83(1990)- 30 45 28.90583(N) 085 20 16.71036(W) AD( ) 2 BE2551 NAD 83(1986)- 30 45 28.91394(N) 085 20 16.71809(W) AD( ) 2 BE2551 NGVD 29 - 34.51 (m) 113.2 (f) LEVELING 3 BE2551 BE2551.Superseded values are not recommended for survey control. BE2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2551.See file dsdata.txt to determine how the superseded data were derived. BE2551 BE2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5907703966(NAD 83) BE2551_MARKER: DD = SURVEY DISK BE2551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2551_STAMPING: I10 78 A13 BE2551_MARK LOGO: FLDT BE2551_PROJECTION: RECESSED 5 CENTIMETERS BE2551_MAGNETIC: N = NO MAGNETIC MATERIAL BE2551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2551+STABILITY: SURFACE MOTION BE2551 BE2551 HISTORY - Date Condition Report By BE2551 HISTORY - 1978 MONUMENTED FLDT BE2551 HISTORY - 1978 GOOD FLDT BE2551 HISTORY - 19910903 GOOD USPSQD BE2551 HISTORY - 20010331 GOOD NGS BE2551 HISTORY - 20010331 GOOD NGS BE2551 HISTORY - 20010331 GOOD NGS BE2551 HISTORY - 20010331 GOOD NGS BE2551 HISTORY - 20010331 GOOD NGS BE2551 HISTORY - 20010331 GOOD NGS BE2551 BE2551 STATION DESCRIPTION BE2551 BE2551'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 (CBM) BE2551'STATION IS LOCATED ABOUT 3-1/2 MILE SOUTHEAST OF COTTONDALE AND 5-1/2 BE2551'MILES NORTHEAST OF ALFORD, ON INTERSTATE ROUTE 10 HIGHWAY BE2551'RIGHT-OF-WAY. BE2551' BE2551'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND BE2551'STATE ROAD 75, 3 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE BE2551'ROUTE 10 FOR 2.8 MILES TO STATION ON LEFT, NORTH SIDE OF WESTBOUND BE2551'LANE. IT IS ON THE EAST SLOPE OF A HILL, AND ATOP THE BACKSLOPE OF BE2551'THE HIGHWAY. BE2551' BE2551'STATION MARK IS A STANDARD FLORIDA DEPARTMENT OF TRANSPORTATION BE2551'BRASS DISK, STAMPED---I10 78 A13---, SET IN THE TOP OF A ROUND BE2551'CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE SURFACE OF THE GROUND. BE2551'IT IS 3.0 FEET SOUTH OF A METAL WITNESS POST AND 40.7 FEET SOUTH BE2551'OF WESTERN MOST RIGHT OF WAY BRACE POST. BE2551' BE2551'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA DEPARTMENT OF BE2551'TRANSPORTATION BRASS DISK, STAMPED---I10 78 A13 RM NO 1---, SET IN THE BE2551'TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE SURFACE BE2551'OF THE GROUND. IT IS 3.4 FEET SOUTH OF A METAL WITNESS POST, 4.0 BE2551'FEET SOUTH OF A FENCE LINE AND 7.2 FEET EAST OF THE EASTERN MOST OF BE2551'5 RIGHT OF WAY BRACE POSTS. BE2551' BE2551'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA DEPARTMENT OF BE2551'TRANSPORTATION BRASS DISK, STAMPED---I10 78 A13 RM NO 2---, BE2551'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW BE2551'THE SURFACE OF THE GROUND. IT IS 2.8 FEET SOUTH OF A METAL WITNESS BE2551'POST, 4.0 FEET SOUTH SOUTHWEST OF A RIGHT OF WAY FENCE POST AND BE2551'49.4 FEET WEST OF THE WESTERN MOST OF 5 RIGHT OF WAY BRACE POSTS. BE2551 BE2551 STATION RECOVERY (1978) BE2551 BE2551'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2551'5.8 MI SE FROM COTTONDALE. BE2551'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2551'3.0 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE ROUTE 10 FOR BE2551'ABOUT 2.8 MILES TO THE MARK NEAR THE NORTH RIGHT OF WAY FENCE. IT IS BE2551'40.7 FEET SOUTH OF THE WEST POST OF A FIVE POST BRACE IN THE NORTH BE2551'RIGHT OF WAY FENCE. BE2551'THE MARK IS 3.0 FT S FROM A WITNESS POST. BE2551 BE2551 STATION RECOVERY (1991) BE2551 BE2551'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2551'RECOVERED IN GOOD CONDITION. BE2551 BE2551 STATION RECOVERY (2001) BE2551 BE2551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2551'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2551 BE2551 STATION RECOVERY (2001) BE2551 BE2551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2551'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2551 BE2551 STATION RECOVERY (2001) BE2551 BE2551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2551'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2551 BE2551 STATION RECOVERY (2001) BE2551 BE2551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2551'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2551 BE2551 STATION RECOVERY (2001) BE2551 BE2551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2551'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2551 BE2551 STATION RECOVERY (2001) BE2551 BE2551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2551'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2553 *********************************************************************** BE2553 DESIGNATION - I10 78 A13 RM 1 BE2553 PID - BE2553 BE2553 STATE/COUNTY- FL/JACKSON BE2553 USGS QUAD - COTTONDALE EAST (1994) BE2553 BE2553 *CURRENT SURVEY CONTROL BE2553 ___________________________________________________________________ BE2553* NAD 83(1990)- 30 45 29.24807(N) 085 20 16.19780(W) ADJUSTED BE2553* NAVD 88 - 33.254 (meters) 109.10 (feet) ADJUSTED BE2553 ___________________________________________________________________ BE2553 LAPLACE CORR- -1.40 (seconds) DEFLEC99 BE2553 GEOID HEIGHT- -27.96 (meters) GEOID99 BE2553 DYNAMIC HT - 33.211 (meters) 108.96 (feet) COMP BE2553 MODELED GRAV- 979,355.7 (mgal) NAVD 88 BE2553 BE2553 HORZ ORDER - SECOND BE2553 VERT ORDER - SECOND CLASS II BE2553 BE2553.The horizontal coordinates were established by classical geodetic methods BE2553.and adjusted by the National Geodetic Survey in September 1997. BE2553.No horizontal observational check was made to the station. BE2553 BE2553.The orthometric height was determined by differential leveling BE2553.and adjusted by the National Geodetic Survey in June 1991. BE2553 BE2553.The Laplace correction was computed from DEFLEC99 derived deflections. BE2553 BE2553.The geoid height was determined by GEOID99. BE2553 BE2553.The dynamic height is computed by dividing the NAVD 88 BE2553.geopotential number by the normal gravity value computed on the BE2553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2553.degrees latitude (g = 980.6199 gals.). BE2553 BE2553.The modeled gravity was interpolated from observed gravity values. BE2553 BE2553; North East Units Scale Converg. BE2553;SPC FL N - 195,183.612 519,782.758 MT 1.00000145 -0 25 15.7 BE2553;UTM 16 - 3,403,976.914 659,090.387 MT 0.99991222 +0 51 00.8 BE2553 BE2553 SUPERSEDED SURVEY CONTROL BE2553 BE2553 NAD 83(1990)- 30 45 29.24807(N) 085 20 16.19779(W) AD( ) 2 BE2553 NAD 83(1986)- 30 45 29.25619(N) 085 20 16.20552(W) AD( ) 2 BE2553 NGVD 29 - 33.33 (m) 109.4 (f) LEVELING 3 BE2553 BE2553.Superseded values are not recommended for survey control. BE2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2553.See file dsdata.txt to determine how the superseded data were derived. BE2553 BE2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5909003977(NAD 83) BE2553_MARKER: DD = SURVEY DISK BE2553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2553_STAMPING: I10 78 A13 RM NO 1 BE2553_MARK LOGO: FLDT BE2553_PROJECTION: RECESSED 5 CENTIMETERS BE2553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2553+STABILITY: SURFACE MOTION BE2553 BE2553 HISTORY - Date Condition Report By BE2553 HISTORY - 1978 MONUMENTED FLDT BE2553 HISTORY - 19910903 GOOD USPSQD BE2553 HISTORY - 20010331 GOOD NGS BE2553 HISTORY - 20010331 GOOD NGS BE2553 HISTORY - 20010331 GOOD NGS BE2553 HISTORY - 20010331 GOOD NGS BE2553 HISTORY - 20010331 GOOD NGS BE2553 HISTORY - 20010331 GOOD NGS BE2553 BE2553 STATION DESCRIPTION BE2553 BE2553'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2553'5.8 MI SE FROM COTTONDALE. BE2553'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2553'3.0 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE ROUTE 10 FOR BE2553'ABOUT 2.8 MILES TO THE MARK NEAR THE NORTH RIGHT OF WAY FENCE. IT IS BE2553'7.2 FEET EAST OF THE EAST POST OF A 5 POST BRACE IN THE NORTH RIGHT OF BE2553'WAY FENCE AND 4.0 FEET SOUTH OF THE FENCE. BE2553'THE MARK IS 3.4 FT S FROM A WITNESS POST. BE2553 BE2553 STATION RECOVERY (1991) BE2553 BE2553'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2553'RECOVERED IN GOOD CONDITION. BE2553 BE2553 STATION RECOVERY (2001) BE2553 BE2553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2553'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2553 BE2553 STATION RECOVERY (2001) BE2553 BE2553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2553'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2553 BE2553 STATION RECOVERY (2001) BE2553 BE2553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2553'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2553 BE2553 STATION RECOVERY (2001) BE2553 BE2553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2553'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2553 BE2553 STATION RECOVERY (2001) BE2553 BE2553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2553'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2553 BE2553 STATION RECOVERY (2001) BE2553 BE2553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2553'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2552 *********************************************************************** BE2552 DESIGNATION - I10 78 A13 RM 2 BE2552 PID - BE2552 BE2552 STATE/COUNTY- FL/JACKSON BE2552 USGS QUAD - COTTONDALE EAST (1994) BE2552 BE2552 *CURRENT SURVEY CONTROL BE2552 ___________________________________________________________________ BE2552* NAD 83(1990)- 30 45 29.34564(N) 085 20 17.20004(W) ADJUSTED BE2552* NAVD 88 - 35.542 (meters) 116.61 (feet) ADJUSTED BE2552 ___________________________________________________________________ BE2552 LAPLACE CORR- -1.40 (seconds) DEFLEC99 BE2552 GEOID HEIGHT- -27.96 (meters) GEOID99 BE2552 DYNAMIC HT - 35.497 (meters) 116.46 (feet) COMP BE2552 MODELED GRAV- 979,355.7 (mgal) NAVD 88 BE2552 BE2552 HORZ ORDER - SECOND BE2552 VERT ORDER - SECOND CLASS II BE2552 BE2552.The horizontal coordinates were established by classical geodetic methods BE2552.and adjusted by the National Geodetic Survey in September 1997. BE2552.No horizontal observational check was made to the station. BE2552 BE2552.The orthometric height was determined by differential leveling BE2552.and adjusted by the National Geodetic Survey in June 1991. BE2552 BE2552.The Laplace correction was computed from DEFLEC99 derived deflections. BE2552 BE2552.The geoid height was determined by GEOID99. BE2552 BE2552.The dynamic height is computed by dividing the NAVD 88 BE2552.geopotential number by the normal gravity value computed on the BE2552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2552.degrees latitude (g = 980.6199 gals.). BE2552 BE2552.The modeled gravity was interpolated from observed gravity values. BE2552 BE2552; North East Units Scale Converg. BE2552;SPC FL N - 195,186.812 519,756.125 MT 1.00000145 -0 25 16.2 BE2552;UTM 16 - 3,403,979.523 659,063.692 MT 0.99991212 +0 51 00.3 BE2552 BE2552 SUPERSEDED SURVEY CONTROL BE2552 BE2552 NAD 83(1990)- 30 45 29.34564(N) 085 20 17.20004(W) AD( ) 2 BE2552 NAD 83(1986)- 30 45 29.35374(N) 085 20 17.20776(W) AD( ) 2 BE2552 NGVD 29 - 35.62 (m) 116.9 (f) LEVELING 3 BE2552 BE2552.Superseded values are not recommended for survey control. BE2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2552.See file dsdata.txt to determine how the superseded data were derived. BE2552 BE2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5906403980(NAD 83) BE2552_MARKER: DD = SURVEY DISK BE2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2552_STAMPING: I10 78 A13 RM NO 2 BE2552_MARK LOGO: FLDT BE2552_PROJECTION: RECESSED 5 CENTIMETERS BE2552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2552+STABILITY: SURFACE MOTION BE2552 BE2552 HISTORY - Date Condition Report By BE2552 HISTORY - 1978 MONUMENTED FLDT BE2552 HISTORY - 19910903 GOOD USPSQD BE2552 HISTORY - 20010331 GOOD NGS BE2552 HISTORY - 20010331 GOOD NGS BE2552 HISTORY - 20010331 GOOD NGS BE2552 HISTORY - 20010331 GOOD NGS BE2552 HISTORY - 20010331 GOOD NGS BE2552 HISTORY - 20010331 GOOD NGS BE2552 BE2552 STATION DESCRIPTION BE2552 BE2552'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2552'5.8 MI SE FROM COTTONDALE. BE2552'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2552'3.0 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE ROUTE 10 FOR BE2552'ABOUT 2.8 MILES TO THE MARK NEAR THE NORTH RIGHT OF WAY FENCE. IT IS BE2552'49.4 FEET WEST OF THE WEST POST OF A 5 POST BRACE IN THE NORTH RIGHT BE2552'OF WAY FENCE AND 4.0 FEET SOUTH SOUTHWEST OF ANOTHER FENCE POST. BE2552'THE MARK IS 2.8 FT S FROM A WITNESS POST. BE2552 BE2552 STATION RECOVERY (1991) BE2552 BE2552'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2552'RECOVERED IN GOOD CONDITION. BE2552 BE2552 STATION RECOVERY (2001) BE2552 BE2552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2552'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2552 BE2552 STATION RECOVERY (2001) BE2552 BE2552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2552'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2552 BE2552 STATION RECOVERY (2001) BE2552 BE2552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2552'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2552 BE2552 STATION RECOVERY (2001) BE2552 BE2552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2552'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2552 BE2552 STATION RECOVERY (2001) BE2552 BE2552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2552'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2552 BE2552 STATION RECOVERY (2001) BE2552 BE2552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2552'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2555 *********************************************************************** BE2555 DESIGNATION - I10 78 A14 BE2555 PID - BE2555 BE2555 STATE/COUNTY- FL/JACKSON BE2555 USGS QUAD - COTTONDALE EAST (1994) BE2555 BE2555 *CURRENT SURVEY CONTROL BE2555 ___________________________________________________________________ BE2555* NAD 83(1990)- 30 45 23.20945(N) 085 19 39.84609(W) ADJUSTED BE2555* NAVD 88 - 46.554 (meters) 152.74 (feet) ADJUSTED BE2555 ___________________________________________________________________ BE2555 LAPLACE CORR- -1.46 (seconds) DEFLEC99 BE2555 GEOID HEIGHT- -27.98 (meters) GEOID99 BE2555 DYNAMIC HT - 46.494 (meters) 152.54 (feet) COMP BE2555 MODELED GRAV- 979,354.7 (mgal) NAVD 88 BE2555 BE2555 HORZ ORDER - SECOND BE2555 VERT ORDER - SECOND CLASS II BE2555 BE2555.The horizontal coordinates were established by classical geodetic methods BE2555.and adjusted by the National Geodetic Survey in September 1997. BE2555 BE2555.The orthometric height was determined by differential leveling BE2555.and adjusted by the National Geodetic Survey in June 1991. BE2555 BE2555.The Laplace correction was computed from DEFLEC99 derived deflections. BE2555 BE2555.The geoid height was determined by GEOID99. BE2555 BE2555.The dynamic height is computed by dividing the NAVD 88 BE2555.geopotential number by the normal gravity value computed on the BE2555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2555.degrees latitude (g = 980.6199 gals.). BE2555 BE2555.The modeled gravity was interpolated from observed gravity values. BE2555 BE2555; North East Units Scale Converg. BE2555;SPC FL N - 194,990.590 520,748.182 MT 1.00000115 -0 24 57.4 BE2555;UTM 16 - 3,403,805.374 660,059.772 MT 0.99991604 +0 51 19.3 BE2555 BE2555|---------------------------------------------------------------------| BE2555| PID Reference Object Distance Geod. Az | BE2555| dddmmss.s | BE2555| BE2556 I10 78 A14 RM 1 13.318 METERS 08807 | BE2555| BE2554 I10 78 A14 RM 2 12.241 METERS 25443 | BE2555|---------------------------------------------------------------------| BE2555 BE2555 SUPERSEDED SURVEY CONTROL BE2555 BE2555 NAD 83(1990)- 30 45 23.20945(N) 085 19 39.84609(W) AD( ) 2 BE2555 NAD 83(1986)- 30 45 23.21764(N) 085 19 39.85380(W) AD( ) 2 BE2555 NGVD 29 - 46.63 (m) 153.0 (f) LEVELING 3 BE2555 BE2555.Superseded values are not recommended for survey control. BE2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2555.See file dsdata.txt to determine how the superseded data were derived. BE2555 BE2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6006003805(NAD 83) BE2555_MARKER: DD = SURVEY DISK BE2555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2555_STAMPING: I10 78 A14 BE2555_MARK LOGO: FLDT BE2555_PROJECTION: RECESSED 10 CENTIMETERS BE2555_MAGNETIC: N = NO MAGNETIC MATERIAL BE2555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2555+STABILITY: SURFACE MOTION BE2555 BE2555 HISTORY - Date Condition Report By BE2555 HISTORY - 1978 MONUMENTED FLDT BE2555 HISTORY - 1978 GOOD FLDT BE2555 HISTORY - 19910903 GOOD USPSQD BE2555 HISTORY - 20010331 GOOD NGS BE2555 HISTORY - 20010331 GOOD NGS BE2555 HISTORY - 20010331 GOOD NGS BE2555 HISTORY - 20010331 GOOD NGS BE2555 HISTORY - 20010331 GOOD NGS BE2555 HISTORY - 20010331 GOOD NGS BE2555 BE2555 STATION DESCRIPTION BE2555 BE2555'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 (CBM) BE2555'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF COTTONDALE AND 5-1/2 BE2555'MILES NORTHEAST OF ALFORD, AT REST AREA ON INTERSTATE ROUTE 10 BE2555'HIGHWAY RIGHT-OF-WAY. BE2555' BE2555'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND BE2555'STATE ROAD 75, 3 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE BE2555'ROUTE 10 FOR 3.4 MILES TO REST AREA AND STATION, ON SOUTH SIDE OF BE2555'THE EASTBOUND LANE. IT IS ABOUT 200 FEET WEST OF WHERE THE REST AREA BE2555'ROAD MERGES BACK INTO THE EASTBOUND LANE OF INTERSTATE ROUTE 10. BE2555' BE2555'STATION MARK IS A STANDARD FLORIDA DEPARTMENT OF TRANSPORTATION BRASS BE2555'DISK, STAMPED---I10 78 A14---, SET IN THE TOP OF A ROUND CONCRETE BE2555'MONUMENT THAT IS 4 INCHES BELOW THE SURFACE OF THE GROUND. IT IS 2.2 BE2555'FEET NORTH OF A METAL WITNESS POST, 59 FEET SOUTH OF THE CENTER OF BE2555'THE EAST BOUND LANE OF INTERSTATE ROUTE 10 AND 79.5 FEET NORTH OF BE2555'NORTH END OF V POINT OF CURB FOR REST AREA DRIVE AND EAST BOUND LANE BE2555'OF INTERSTATE ROUTE 10. BE2555' BE2555'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA DEPARTMENT OF BE2555'TRANSPORTATION BRASS DISK, STAMPED---I10 78 A14 RM NO 1---, SET IN THE BE2555'TOP OF A ROUND CONCRETE MONUMENT THAT IS 1 INCH BELOW THE SURFACE OF BE2555'THE GROUND. IT IS 1.7 FEET NORTH OF A METAL WITNESS POST, 52.5 FEET BE2555'SOUTH OF THE CENTER OF THE EAST BOUND LANE OF INTERSTATE ROUTE 10 AND BE2555'131 FEET WEST SOUTHWEST OF A METAL ERGE SIGN POST. BE2555' BE2555'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA DEPARTMENT OF BE2555'TRANSPORTATION BRASS DISK, STAMPED---I10 78 A14 RM NO 2---, SET IN THE BE2555'TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE SURFACE BE2555'OF THE GROUND. IT IS 1.6 FEET NORTH OF A METAL WITNESS POST, 75 FEET BE2555'SOUTH OF CENTER, OF EAST BOUND LANE, INTER STATE ROUTE 10 AND 79 FEET BE2555'NORTHWEST OF THE NORTH END OF THE V POINT OF CURB FOR REST AREA DRIVE BE2555'AND EAST BOUND LANE. BE2555 BE2555 STATION RECOVERY (1978) BE2555 BE2555'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2555'6.4 MI SE FROM COTTONDALE. BE2555'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2555'3.0 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE ROUTE 10 FOR BE2555'ABOUT 3.4 MILES TO THE EASTBOUND REST AREA. IT IS ABOUT 200.0 FEET BE2555'WEST OF THE POINT WHERE THE REST AREA EXIT ROAD MERGES WITH THE BE2555'EASTBOUND LANES, 79.5 FEET NORTH OF THE NORTH END OF THE V POINT OF BE2555'THE CONCRETE CURB FOR THE REST AREA EXIT ROAD AND INTERSTATE ROUTE 10 BE2555'EASTBOUND LANES AND 59.0 FEET SOUTH OF THE CENTER OF THE EASTBOUND BE2555'LANES. BE2555'THE MARK IS 2.2 FT N FROM A WITNESS POST. BE2555 BE2555 STATION RECOVERY (1991) BE2555 BE2555'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2555'RECOVERED IN GOOD CONDITION. BE2555 BE2555 STATION RECOVERY (2001) BE2555 BE2555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2555'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2555 BE2555 STATION RECOVERY (2001) BE2555 BE2555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2555'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2555 BE2555 STATION RECOVERY (2001) BE2555 BE2555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2555'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2555 BE2555 STATION RECOVERY (2001) BE2555 BE2555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2555'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2555 BE2555 STATION RECOVERY (2001) BE2555 BE2555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2555'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2555 BE2555 STATION RECOVERY (2001) BE2555 BE2555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2555'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2556 *********************************************************************** BE2556 DESIGNATION - I10 78 A14 RM 1 BE2556 PID - BE2556 BE2556 STATE/COUNTY- FL/JACKSON BE2556 USGS QUAD - COTTONDALE EAST (1994) BE2556 BE2556 *CURRENT SURVEY CONTROL BE2556 ___________________________________________________________________ BE2556* NAD 83(1990)- 30 45 23.22366(N) 085 19 39.34561(W) ADJUSTED BE2556* NAVD 88 - 45.712 (meters) 149.97 (feet) ADJUSTED BE2556 ___________________________________________________________________ BE2556 LAPLACE CORR- -1.46 (seconds) DEFLEC99 BE2556 GEOID HEIGHT- -27.98 (meters) GEOID99 BE2556 DYNAMIC HT - 45.653 (meters) 149.78 (feet) COMP BE2556 MODELED GRAV- 979,354.7 (mgal) NAVD 88 BE2556 BE2556 HORZ ORDER - SECOND BE2556 VERT ORDER - SECOND CLASS II BE2556 BE2556.The horizontal coordinates were established by classical geodetic methods BE2556.and adjusted by the National Geodetic Survey in September 1997. BE2556.No horizontal observational check was made to the station. BE2556 BE2556.The orthometric height was determined by differential leveling BE2556.and adjusted by the National Geodetic Survey in June 1991. BE2556 BE2556.The Laplace correction was computed from DEFLEC99 derived deflections. BE2556 BE2556.The geoid height was determined by GEOID99. BE2556 BE2556.The dynamic height is computed by dividing the NAVD 88 BE2556.geopotential number by the normal gravity value computed on the BE2556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2556.degrees latitude (g = 980.6199 gals.). BE2556 BE2556.The modeled gravity was interpolated from observed gravity values. BE2556 BE2556; North East Units Scale Converg. BE2556;SPC FL N - 194,990.931 520,761.495 MT 1.00000115 -0 24 57.2 BE2556;UTM 16 - 3,403,806.011 660,073.073 MT 0.99991609 +0 51 19.6 BE2556 BE2556 SUPERSEDED SURVEY CONTROL BE2556 BE2556 NAD 83(1990)- 30 45 23.22366(N) 085 19 39.34560(W) AD( ) 2 BE2556 NAD 83(1986)- 30 45 23.23186(N) 085 19 39.35332(W) AD( ) 2 BE2556 NGVD 29 - 45.79 (m) 150.2 (f) LEVELING 3 BE2556 BE2556.Superseded values are not recommended for survey control. BE2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2556.See file dsdata.txt to determine how the superseded data were derived. BE2556 BE2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6007303806(NAD 83) BE2556_MARKER: DD = SURVEY DISK BE2556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2556_STAMPING: I10 78 A14 RM NO 1 BE2556_MARK LOGO: FLDT BE2556_PROJECTION: RECESSED 3 CENTIMETERS BE2556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2556+STABILITY: SURFACE MOTION BE2556 BE2556 HISTORY - Date Condition Report By BE2556 HISTORY - 1978 MONUMENTED FLDT BE2556 HISTORY - 19910903 GOOD USPSQD BE2556 HISTORY - 20010331 GOOD NGS BE2556 HISTORY - 20010331 GOOD NGS BE2556 HISTORY - 20010331 GOOD NGS BE2556 HISTORY - 20010331 GOOD NGS BE2556 HISTORY - 20010331 GOOD NGS BE2556 BE2556 STATION DESCRIPTION BE2556 BE2556'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2556'6.4 MI SE FROM COTTONDALE. BE2556'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2556'3.0 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE ROUTE 10 FOR BE2556'ABOUT 3.4 MILES TO THE EASTBOUND REST AREA. IT IS ABOUT 200.0 FEET BE2556'WEST OF THE POINT WHERE THE REST AREA EXIT ROAD MERGES WITH THE BE2556'EASTBOUND LANES, 131.0 FEET WEST SOUTHWEST OF A METAL MERGE SIGN POST BE2556'AND 52.5 FEET SOUTH OF THE CENTER OF THE EASTBOUND LANES. BE2556'THE MARK IS 1.7 FT N FROM A WITNESS POST. BE2556 BE2556 STATION RECOVERY (1991) BE2556 BE2556'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2556'RECOVERED IN GOOD CONDITION. BE2556 BE2556 STATION RECOVERY (2001) BE2556 BE2556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2556'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2556 BE2556 STATION RECOVERY (2001) BE2556 BE2556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2556'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2556 BE2556 STATION RECOVERY (2001) BE2556 BE2556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2556'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2556 BE2556 STATION RECOVERY (2001) BE2556 BE2556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2556'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2556 BE2556 STATION RECOVERY (2001) BE2556 BE2556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2556'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2554 *********************************************************************** BE2554 DESIGNATION - I10 78 A14 RM 2 BE2554 PID - BE2554 BE2554 STATE/COUNTY- FL/JACKSON BE2554 USGS QUAD - COTTONDALE EAST (1994) BE2554 BE2554 *CURRENT SURVEY CONTROL BE2554 ___________________________________________________________________ BE2554* NAD 83(1990)- 30 45 23.10466(N) 085 19 40.29007(W) ADJUSTED BE2554* NAVD 88 - 47.465 (meters) 155.72 (feet) ADJUSTED BE2554 ___________________________________________________________________ BE2554 LAPLACE CORR- -1.46 (seconds) DEFLEC99 BE2554 GEOID HEIGHT- -27.98 (meters) GEOID99 BE2554 DYNAMIC HT - 47.404 (meters) 155.52 (feet) COMP BE2554 MODELED GRAV- 979,354.7 (mgal) NAVD 88 BE2554 BE2554 HORZ ORDER - SECOND BE2554 VERT ORDER - SECOND CLASS II BE2554 BE2554.The horizontal coordinates were established by classical geodetic methods BE2554.and adjusted by the National Geodetic Survey in September 1997. BE2554.No horizontal observational check was made to the station. BE2554 BE2554.The orthometric height was determined by differential leveling BE2554.and adjusted by the National Geodetic Survey in June 1991. BE2554 BE2554.The Laplace correction was computed from DEFLEC99 derived deflections. BE2554 BE2554.The geoid height was determined by GEOID99. BE2554 BE2554.The dynamic height is computed by dividing the NAVD 88 BE2554.geopotential number by the normal gravity value computed on the BE2554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2554.degrees latitude (g = 980.6199 gals.). BE2554 BE2554.The modeled gravity was interpolated from observed gravity values. BE2554 BE2554; North East Units Scale Converg. BE2554;SPC FL N - 194,987.449 520,736.350 MT 1.00000114 -0 24 57.7 BE2554;UTM 16 - 3,403,801.972 660,048.014 MT 0.99991599 +0 51 19.1 BE2554 BE2554 SUPERSEDED SURVEY CONTROL BE2554 BE2554 NAD 83(1990)- 30 45 23.10466(N) 085 19 40.29006(W) AD( ) 2 BE2554 NAD 83(1986)- 30 45 23.11286(N) 085 19 40.29778(W) AD( ) 2 BE2554 NGVD 29 - 47.54 (m) 156.0 (f) LEVELING 3 BE2554 BE2554.Superseded values are not recommended for survey control. BE2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2554.See file dsdata.txt to determine how the superseded data were derived. BE2554 BE2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6004803802(NAD 83) BE2554_MARKER: DD = SURVEY DISK BE2554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2554_STAMPING: I10 78 A14 RM NO 2 BE2554_MARK LOGO: FLDT BE2554_PROJECTION: RECESSED 5 CENTIMETERS BE2554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2554+STABILITY: SURFACE MOTION BE2554 BE2554 HISTORY - Date Condition Report By BE2554 HISTORY - 1978 MONUMENTED FLDT BE2554 HISTORY - 19910903 GOOD USPSQD BE2554 HISTORY - 20010331 GOOD NGS BE2554 HISTORY - 20010331 GOOD NGS BE2554 HISTORY - 20010331 GOOD NGS BE2554 HISTORY - 20010331 GOOD NGS BE2554 HISTORY - 20010331 GOOD NGS BE2554 HISTORY - 20010331 GOOD NGS BE2554 BE2554 STATION DESCRIPTION BE2554 BE2554'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2554'6.4 MI SE FROM COTTONDALE. BE2554'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2554'3.0 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE ROUTE 10 FOR BE2554'ABOUT 3.4 MILES TO THE EASTBOUND REST AREA. IT IS ABOUT 200.0 FEET BE2554'WEST OF THE POINT WHERE THE REST AREA EXIT ROAD MERGES WITH THE BE2554'EASTBOUND LANES, 79.0 FEET NORTHWEST OF THE NORTH END OF THE V POINT BE2554'OF THE CONCRETE CURB FOR THE REST AREA EXIT ROAD AND INTERSTATE ROUTE BE2554'10 EASTBOUND LANES AND 75.0 FEET SOUTH OF THE CENTER OF THE EASTBOUND BE2554'LANES. BE2554'THE MARK IS 1.6 FT N FROM A WITNESS POST. BE2554 BE2554 STATION RECOVERY (1991) BE2554 BE2554'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2554'RECOVERED IN GOOD CONDITION. BE2554 BE2554 STATION RECOVERY (2001) BE2554 BE2554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2554'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2554 BE2554 STATION RECOVERY (2001) BE2554 BE2554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2554'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2554 BE2554 STATION RECOVERY (2001) BE2554 BE2554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2554'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2554 BE2554 STATION RECOVERY (2001) BE2554 BE2554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2554'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2554 BE2554 STATION RECOVERY (2001) BE2554 BE2554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2554'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2554 BE2554 STATION RECOVERY (2001) BE2554 BE2554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2554'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2558 *********************************************************************** BE2558 DESIGNATION - I10 78 A15 BE2558 PID - BE2558 BE2558 STATE/COUNTY- FL/JACKSON BE2558 USGS QUAD - COTTONDALE EAST (1994) BE2558 BE2558 *CURRENT SURVEY CONTROL BE2558 ___________________________________________________________________ BE2558* NAD 83(1990)- 30 45 30.04626(N) 085 18 53.36968(W) ADJUSTED BE2558* NAVD 88 - 47.959 (meters) 157.35 (feet) ADJUSTED BE2558 ___________________________________________________________________ BE2558 LAPLACE CORR- -1.54 (seconds) DEFLEC99 BE2558 GEOID HEIGHT- -27.99 (meters) GEOID99 BE2558 DYNAMIC HT - 47.897 (meters) 157.14 (feet) COMP BE2558 MODELED GRAV- 979,353.7 (mgal) NAVD 88 BE2558 BE2558 HORZ ORDER - SECOND BE2558 VERT ORDER - SECOND CLASS II BE2558 BE2558.The horizontal coordinates were established by classical geodetic methods BE2558.and adjusted by the National Geodetic Survey in May 1991. BE2558 BE2558.The orthometric height was determined by differential leveling BE2558.and adjusted by the National Geodetic Survey in June 1991. BE2558 BE2558.The Laplace correction was computed from DEFLEC99 derived deflections. BE2558 BE2558.The geoid height was determined by GEOID99. BE2558 BE2558.The dynamic height is computed by dividing the NAVD 88 BE2558.geopotential number by the normal gravity value computed on the BE2558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2558.degrees latitude (g = 980.6199 gals.). BE2558 BE2558.The modeled gravity was interpolated from observed gravity values. BE2558 BE2558; North East Units Scale Converg. BE2558;SPC FL N - 195,192.227 521,985.749 MT 1.00000149 -0 24 34.1 BE2558;UTM 16 - 3,404,034.402 661,292.458 MT 0.99992092 +0 51 43.3 BE2558 BE2558|---------------------------------------------------------------------| BE2558| PID Reference Object Distance Geod. Az | BE2558| dddmmss.s | BE2558| BE2559 I10 78 A15 RM 1 12.329 METERS 04425 | BE2558| BE2557 I10 78 A15 RM 2 13.339 METERS 29947 | BE2558|---------------------------------------------------------------------| BE2558 BE2558 SUPERSEDED SURVEY CONTROL BE2558 BE2558 NAD 83(1986)- 30 45 30.05458(N) 085 18 53.37738(W) AD( ) 2 BE2558 NGVD 29 - 48.04 (m) 157.6 (f) LEVELING 3 BE2558 BE2558.Superseded values are not recommended for survey control. BE2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2558.See file dsdata.txt to determine how the superseded data were derived. BE2558 BE2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6129204034(NAD 83) BE2558_MARKER: DD = SURVEY DISK BE2558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2558_STAMPING: I10 78 A15 BE2558_MARK LOGO: FLDT BE2558_PROJECTION: RECESSED 8 CENTIMETERS BE2558_MAGNETIC: N = NO MAGNETIC MATERIAL BE2558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2558+STABILITY: SURFACE MOTION BE2558 BE2558 HISTORY - Date Condition Report By BE2558 HISTORY - 1978 MONUMENTED FLDT BE2558 HISTORY - 1978 GOOD FLDT BE2558 HISTORY - 19910903 GOOD USPSQD BE2558 HISTORY - 20010331 GOOD NGS BE2558 HISTORY - 20010331 GOOD NGS BE2558 HISTORY - 20010331 GOOD NGS BE2558 HISTORY - 20010331 GOOD NGS BE2558 HISTORY - 20010331 GOOD NGS BE2558 BE2558 STATION DESCRIPTION BE2558 BE2558'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 (CBM) BE2558'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF COTTONDALE AND 6-1/2 BE2558'MILES NORTHEAST OF ALFORD, ON INTERSTATE ROUTE 10 HIGHWAY BE2558'RIGHT-OF-WAY. BE2558' BE2558'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND BE2558'STATE ROAD 75, 3 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE BE2558'ROUTE 10 FOR 3.4 MILES TO REST AREA ON RIGHT. CONTINUE EAST ON BE2558'INTERSTATE ROUTE 10 FOR 0.8 MILE TO STATION ON LEFT, NORTH SIDE OF THE BE2558'WESTBOUND LANE, ATOP THE BACKSLOPE. BE2558' BE2558'STATION MARK IS A STANDARD FLORIDA DEPARTMENT OF TRANSPORTATION BE2558'BRASS DISK, STAMPED---I10 78 A15---, SET IN THE TOP OF A ROUND BE2558'CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE SURFACE OF THE GROUND. BE2558'IT IS 3.0 FEET SOUTH OF A METAL WITNESS POST, 13.2 FEET NORTH OF BE2558'THE NORTH METAL POST FOR REST AREA SIGN, 29.4 FEET SOUTH OF A FENCE BE2558'AND 69.0 FEET EAST SOUTHEAST OF A 6 INCH PINE TREE. BE2558' BE2558'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA DEPARTMENT OF BE2558'TRANSPORTATION BRASS DISK, STAMPED---I10 78 A15 RM NO 1---, SET IN THE BE2558'TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE SURFACE BE2558'OF THE GROUND. IT IS 3.5 FEET SOUTH OF A METAL WITNESS POST, 3.8 BE2558'FEET SOUTH OF A RIGHT OF WAY FENCE AND 50 FEET NORTHEAST OF A METAL BE2558'POST FOR REST AREA SIGN. BE2558' BE2558'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA DEPARTMENT OF BE2558'TRANSPORTATION BRASS DISK, STAMPED---I10 78 A15 RM NO 2---, SET IN BE2558'THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE BE2558'GROUND. IT IS 2.5 FEET SOUTH OF A METAL WITNESS POST, 34.8 FEET BE2558'WEST NORTHWEST OF A 6 INCH PINE TREE AND 51.7 FEET NORTHWEST OF A BE2558'METAL POST FOR REST AREA SIGN. BE2558 BE2558 STATION RECOVERY (1978) BE2558 BE2558'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2558'7.2 MI SE FROM COTTONDALE. BE2558'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2558'3.0 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE ROUTE 10 FOR BE2558'ABOUT 3.4 MILES TO THE REST AREA, CONTINUE EAST FOR ABOUT 0.8 MILE TO BE2558'THE MARK NEAR THE NORTH RIGHT OF WAY FENCE. IT IS 69.0 FEET EAST BE2558'SOUTHEAST OF A 6 INCH PINE TREE, 29.4 FEET SOUTH OF THE RIGHT OF WAY BE2558'FENCE AND 13.2 FEET NORTH OF THE NORTH METAL SUPPORT POST FOR A REST BE2558'AREA SIGN. BE2558'THE MARK IS 3.0 FT S FROM A WITNESS POST. BE2558 BE2558 STATION RECOVERY (1991) BE2558 BE2558'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2558'RECOVERED IN GOOD CONDITION. BE2558 BE2558 STATION RECOVERY (2001) BE2558 BE2558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2558'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2558 BE2558 STATION RECOVERY (2001) BE2558 BE2558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2558'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2558 BE2558 STATION RECOVERY (2001) BE2558 BE2558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2558'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2558 BE2558 STATION RECOVERY (2001) BE2558 BE2558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2558'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2558 BE2558 STATION RECOVERY (2001) BE2558 BE2558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2558'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2559 *********************************************************************** BE2559 DESIGNATION - I10 78 A15 RM 1 BE2559 PID - BE2559 BE2559 STATE/COUNTY- FL/JACKSON BE2559 USGS QUAD - COTTONDALE EAST (1994) BE2559 BE2559 *CURRENT SURVEY CONTROL BE2559 ___________________________________________________________________ BE2559* NAD 83(1990)- 30 45 30.33223(N) 085 18 53.04527(W) ADJUSTED BE2559* NAVD 88 - 47.534 (meters) 155.95 (feet) ADJUSTED BE2559 ___________________________________________________________________ BE2559 LAPLACE CORR- -1.54 (seconds) DEFLEC99 BE2559 GEOID HEIGHT- -27.99 (meters) GEOID99 BE2559 DYNAMIC HT - 47.473 (meters) 155.75 (feet) COMP BE2559 MODELED GRAV- 979,353.7 (mgal) NAVD 88 BE2559 BE2559 HORZ ORDER - SECOND BE2559 VERT ORDER - SECOND CLASS II BE2559 BE2559.The horizontal coordinates were established by classical geodetic methods BE2559.and adjusted by the National Geodetic Survey in May 1991. BE2559.No horizontal observational check was made to the station. BE2559 BE2559.The orthometric height was determined by differential leveling BE2559.and adjusted by the National Geodetic Survey in June 1991. BE2559 BE2559.The Laplace correction was computed from DEFLEC99 derived deflections. BE2559 BE2559.The geoid height was determined by GEOID99. BE2559 BE2559.The dynamic height is computed by dividing the NAVD 88 BE2559.geopotential number by the normal gravity value computed on the BE2559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2559.degrees latitude (g = 980.6199 gals.). BE2559 BE2559.The modeled gravity was interpolated from observed gravity values. BE2559 BE2559; North East Units Scale Converg. BE2559;SPC FL N - 195,200.972 521,994.440 MT 1.00000150 -0 24 33.9 BE2559;UTM 16 - 3,404,043.337 661,300.952 MT 0.99992096 +0 51 43.4 BE2559 BE2559 SUPERSEDED SURVEY CONTROL BE2559 BE2559 NAD 83(1986)- 30 45 30.34055(N) 085 18 53.05297(W) AD( ) 2 BE2559 NGVD 29 - 47.62 (m) 156.2 (f) LEVELING 3 BE2559 BE2559.Superseded values are not recommended for survey control. BE2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2559.See file dsdata.txt to determine how the superseded data were derived. BE2559 BE2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6130104043(NAD 83) BE2559_MARKER: DD = SURVEY DISK BE2559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2559_STAMPING: I10 78 A15 RM NO 1 BE2559_MARK LOGO: FLDT BE2559_PROJECTION: RECESSED 5 CENTIMETERS BE2559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2559+STABILITY: SURFACE MOTION BE2559 BE2559 HISTORY - Date Condition Report By BE2559 HISTORY - 1978 MONUMENTED FLDT BE2559 HISTORY - 19910903 GOOD USPSQD BE2559 HISTORY - 20010331 GOOD NGS BE2559 HISTORY - 20010331 GOOD NGS BE2559 HISTORY - 20010331 GOOD NGS BE2559 HISTORY - 20010331 GOOD NGS BE2559 HISTORY - 20010331 GOOD NGS BE2559 BE2559 STATION DESCRIPTION BE2559 BE2559'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2559'7.2 MI SE FROM COTTONDALE. BE2559'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2559'3.0 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE ROUTE 10 FOR BE2559'ABOUT 3.4 MILES TO THE REST AREA, CONTINUE EAST FOR ABOUT 0.8 MILE TO BE2559'THE MARK NEAR THE NORTH RIGHT OF WAY FENCE. IT IS 50.0 FEET NORTHEAST BE2559'OF THE NORTH METAL SUPPORT POST FOR A REST AREA SIGN AND 3.8 FEET BE2559'SOUTH OF THE RIGHT OF WAY FENCE. BE2559'THE MARK IS 3.5 FT S FROM A WITNESS POST. BE2559 BE2559 STATION RECOVERY (1991) BE2559 BE2559'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2559'RECOVERED IN GOOD CONDITION. BE2559 BE2559 STATION RECOVERY (2001) BE2559 BE2559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2559'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2559 BE2559 STATION RECOVERY (2001) BE2559 BE2559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2559'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2559 BE2559 STATION RECOVERY (2001) BE2559 BE2559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2559'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2559 BE2559 STATION RECOVERY (2001) BE2559 BE2559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2559'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2559 BE2559 STATION RECOVERY (2001) BE2559 BE2559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2559'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2557 *********************************************************************** BE2557 DESIGNATION - I10 78 A15 RM 2 BE2557 PID - BE2557 BE2557 STATE/COUNTY- FL/JACKSON BE2557 USGS QUAD - COTTONDALE EAST (1994) BE2557 BE2557 *CURRENT SURVEY CONTROL BE2557 ___________________________________________________________________ BE2557* NAD 83(1990)- 30 45 30.26146(N) 085 18 53.80494(W) ADJUSTED BE2557* NAVD 88 - 48.141 (meters) 157.94 (feet) ADJUSTED BE2557 ___________________________________________________________________ BE2557 LAPLACE CORR- -1.54 (seconds) DEFLEC99 BE2557 GEOID HEIGHT- -27.99 (meters) GEOID99 BE2557 DYNAMIC HT - 48.079 (meters) 157.74 (feet) COMP BE2557 MODELED GRAV- 979,353.7 (mgal) NAVD 88 BE2557 BE2557 HORZ ORDER - SECOND BE2557 VERT ORDER - SECOND CLASS II BE2557 BE2557.The horizontal coordinates were established by classical geodetic methods BE2557.and adjusted by the National Geodetic Survey in May 1991. BE2557.No horizontal observational check was made to the station. BE2557 BE2557.The orthometric height was determined by differential leveling BE2557.and adjusted by the National Geodetic Survey in June 1991. BE2557 BE2557.The Laplace correction was computed from DEFLEC99 derived deflections. BE2557 BE2557.The geoid height was determined by GEOID99. BE2557 BE2557.The dynamic height is computed by dividing the NAVD 88 BE2557.geopotential number by the normal gravity value computed on the BE2557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2557.degrees latitude (g = 980.6199 gals.). BE2557 BE2557.The modeled gravity was interpolated from observed gravity values. BE2557 BE2557; North East Units Scale Converg. BE2557;SPC FL N - 195,198.937 521,974.221 MT 1.00000150 -0 24 34.3 BE2557;UTM 16 - 3,404,040.854 661,280.785 MT 0.99992088 +0 51 43.0 BE2557 BE2557 SUPERSEDED SURVEY CONTROL BE2557 BE2557 NAD 83(1986)- 30 45 30.26979(N) 085 18 53.81264(W) AD( ) 2 BE2557 NGVD 29 - 48.22 (m) 158.2 (f) LEVELING 3 BE2557 BE2557.Superseded values are not recommended for survey control. BE2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2557.See file dsdata.txt to determine how the superseded data were derived. BE2557 BE2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6128104041(NAD 83) BE2557_MARKER: DD = SURVEY DISK BE2557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2557_STAMPING: I10 78 A15 RM NO 2 BE2557_MARK LOGO: FLDT BE2557_PROJECTION: PROJECTING 15 CENTIMETERS BE2557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2557+STABILITY: SURFACE MOTION BE2557 BE2557 HISTORY - Date Condition Report By BE2557 HISTORY - 1978 MONUMENTED FLDT BE2557 HISTORY - 19910903 GOOD USPSQD BE2557 HISTORY - 20010331 GOOD NGS BE2557 HISTORY - 20010331 GOOD NGS BE2557 HISTORY - 20010331 GOOD NGS BE2557 HISTORY - 20010331 GOOD NGS BE2557 HISTORY - 20010331 GOOD NGS BE2557 BE2557 STATION DESCRIPTION BE2557 BE2557'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2557'7.2 MI SE FROM COTTONDALE. BE2557'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2557'3.0 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE ROUTE 10 FOR BE2557'ABOUT 3.4 MILES TO THE REST AREA, CONTINUE EAST FOR ABOUT 0.8 MILE TO BE2557'THE MARK NEAR THE NORTH RIGHT OF WAY FENCE. IT IS 51.7 FEET NORTHWEST BE2557'OF THE NORTH METAL SUPPORT POST FOR A REST AREA SIGN AND 34.8 FEET BE2557'WEST NORTHWEST OF A 6 INCH PINE TREE. BE2557'THE MARK IS 2.5 FT S FROM A WITNESS POST. BE2557 BE2557 STATION RECOVERY (1991) BE2557 BE2557'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2557'RECOVERED IN GOOD CONDITION. BE2557 BE2557 STATION RECOVERY (2001) BE2557 BE2557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2557'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2557 BE2557 STATION RECOVERY (2001) BE2557 BE2557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2557'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2557 BE2557 STATION RECOVERY (2001) BE2557 BE2557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2557'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2557 BE2557 STATION RECOVERY (2001) BE2557 BE2557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2557'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2557 BE2557 STATION RECOVERY (2001) BE2557 BE2557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2557'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2561 *********************************************************************** BE2561 DESIGNATION - I10 78 A16 BE2561 PID - BE2561 BE2561 STATE/COUNTY- FL/JACKSON BE2561 USGS QUAD - COTTONDALE EAST (1994) BE2561 BE2561 *CURRENT SURVEY CONTROL BE2561 ___________________________________________________________________ BE2561* NAD 83(1990)- 30 45 26.88493(N) 085 17 58.55341(W) ADJUSTED BE2561* NAVD 88 - 51.727 (meters) 169.71 (feet) ADJUSTED BE2561 ___________________________________________________________________ BE2561 LAPLACE CORR- -1.66 (seconds) DEFLEC99 BE2561 GEOID HEIGHT- -28.01 (meters) GEOID99 BE2561 DYNAMIC HT - 51.660 (meters) 169.49 (feet) COMP BE2561 MODELED GRAV- 979,352.0 (mgal) NAVD 88 BE2561 BE2561 HORZ ORDER - SECOND BE2561 VERT ORDER - SECOND CLASS II BE2561 BE2561.The horizontal coordinates were established by classical geodetic methods BE2561.and adjusted by the National Geodetic Survey in May 1991. BE2561 BE2561.The orthometric height was determined by differential leveling BE2561.and adjusted by the National Geodetic Survey in June 1991. BE2561 BE2561.The Laplace correction was computed from DEFLEC99 derived deflections. BE2561 BE2561.The geoid height was determined by GEOID99. BE2561 BE2561.The dynamic height is computed by dividing the NAVD 88 BE2561.geopotential number by the normal gravity value computed on the BE2561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2561.degrees latitude (g = 980.6199 gals.). BE2561 BE2561.The modeled gravity was interpolated from observed gravity values. BE2561 BE2561; North East Units Scale Converg. BE2561;SPC FL N - 195,084.552 523,442.905 MT 1.00000133 -0 24 06.5 BE2561;UTM 16 - 3,403,959.095 662,751.531 MT 0.99992676 +0 52 11.2 BE2561 BE2561|---------------------------------------------------------------------| BE2561| PID Reference Object Distance Geod. Az | BE2561| dddmmss.s | BE2561| BE2562 I10 78 A16 RM 1 14.783 METERS 12744 | BE2561| BE2560 I10 78 A16 RM 2 13.517 METERS 23444 | BE2561|---------------------------------------------------------------------| BE2561 BE2561 SUPERSEDED SURVEY CONTROL BE2561 BE2561 NAD 83(1986)- 30 45 26.89341(N) 085 17 58.56105(W) AD( ) 2 BE2561 NGVD 29 - 51.81 (m) 170.0 (f) LEVELING 3 BE2561 BE2561.Superseded values are not recommended for survey control. BE2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2561.See file dsdata.txt to determine how the superseded data were derived. BE2561 BE2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6275203959(NAD 83) BE2561_MARKER: DD = SURVEY DISK BE2561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2561_STAMPING: I10 78 A16 BE2561_MARK LOGO: FLDT BE2561_PROJECTION: RECESSED 5 CENTIMETERS BE2561_MAGNETIC: N = NO MAGNETIC MATERIAL BE2561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2561+STABILITY: SURFACE MOTION BE2561 BE2561 HISTORY - Date Condition Report By BE2561 HISTORY - 1978 MONUMENTED FLDT BE2561 HISTORY - 1978 GOOD FLDT BE2561 HISTORY - 19910903 GOOD USPSQD BE2561 HISTORY - 20010331 GOOD NGS BE2561 HISTORY - 20010331 GOOD NGS BE2561 HISTORY - 20010331 GOOD NGS BE2561 HISTORY - 20010331 GOOD NGS BE2561 HISTORY - 20010331 GOOD NGS BE2561 BE2561 STATION DESCRIPTION BE2561 BE2561'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 (CBM) BE2561'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF MARIANNA, 5 MILES BE2561'SOUTHEAST OF COTTONDALE AND 7 MILES NORTHEAST OF ALFORD, ON INTERSTATE BE2561'ROUTE 10 HIGHWAY RIGHT-OF-WAY. BE2561' BE2561'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND BE2561'STATE ROAD 75, 3 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE BE2561'ROUTE 10 FOR 5.1 MILES TO STATION ON THE RIGHT, SOUTH SIDE OF THE BE2561'EASTBOUND LANE, OPPOSITE A TRIPLE FENCE BRACE POST. IT IS AT A POINT BE2561'0.4 MILE WEST OF AN OLD LOCATION OF A NORTH-SOUTH GRADED ROAD. BE2561' BE2561'STATION MARK IS A STANDARD FLORIDA DEPARTMENT OF TRANSPORTATION BE2561'BRASS DISK, STAMPED---I10 78 A16---, SET IN THE TOP OF A ROUND BE2561'CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE SURFACE OF THE GROUND. BE2561'IT IS 3.3 FEET SOUTH OF A METAL WITNESS POST, 32 FEET NORTH OF THE BE2561'CENTER OF A TRIPLE BRACE POST AND 47 FEET NORTHEAST OF A 8 INCH WILD BE2561'PERSIMMON TREE. BE2561' BE2561'REFERENCE MARK NUMBER 1, IS A STANDARD FLORIDA DEPARTMENT OF BE2561'TRANSPORTATION BRASS DISK, STAMPED---I10 78 A16 RM NO 1---, SET IN THE BE2561'TOP OF A ROUND CONCRETE MONUMENT THAT IS 1 INCH BELOW THE SURFACE OF BE2561'THE GROUND. IT IS 2.5 FEET NORTH OF A METAL WITNESS POST, 3.0 FEET BE2561'NORTH OF A FENCE LINE, 72.0 FEET EAST OF A 8 INCH WILD PERSIMMON TREE BE2561'AND 40.5 FEET EAST OF THE CENTER OF A TRIPLE BRACE POST. BE2561' BE2561'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA DEPARTMENT OF BE2561'TRANSPORTATION BRASS DISK, STAMPED---I10 78 A16 RM NO 2---, SET IN THE BE2561'TOP OF A ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE SURFACE BE2561'OF THE GROUND. IT IS 4.6 FEET NORTH OF A METAL WITNESS POST, 8 FEET BE2561'NORTHWEST OF A 8 INCH WILD PERSIMMON TREE AND 34.0 FEET WEST OF BE2561'THE CENTER OF A TRIPLE BRACE POST. BE2561 BE2561 STATION RECOVERY (1978) BE2561 BE2561'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2561'8.1 MI SE FROM COTTONDALE. BE2561'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2561'3.0 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE ROUTE 10 FOR BE2561'ABOUT 5.1 MILES TO THE MARK NEAR THE SOUTH RIGHT OF WAY FENCE AT A BE2561'TRIPLE POST FENCE BRACE. IT IS 47.0 FEET NORTHEAST OF AN 8 INCH WILD BE2561'PERSIMMON TREE AND 32.0 FEET NORTH OF THE CENTER POST OF A TRIPLE POST BE2561'FENCE BRACE. BE2561'THE MARK IS 3.3 FT S FROM A WITNESS POST. BE2561 BE2561 STATION RECOVERY (1991) BE2561 BE2561'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2561'RECOVERED IN GOOD CONDITION. BE2561 BE2561 STATION RECOVERY (2001) BE2561 BE2561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2561'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2561 BE2561 STATION RECOVERY (2001) BE2561 BE2561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2561'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2561 BE2561 STATION RECOVERY (2001) BE2561 BE2561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2561'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2561 BE2561 STATION RECOVERY (2001) BE2561 BE2561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2561'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2561 BE2561 STATION RECOVERY (2001) BE2561 BE2561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2561'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2562 *********************************************************************** BE2562 DESIGNATION - I10 78 A16 RM 1 BE2562 PID - BE2562 BE2562 STATE/COUNTY- FL/JACKSON BE2562 USGS QUAD - COTTONDALE EAST (1994) BE2562 BE2562 *CURRENT SURVEY CONTROL BE2562 ___________________________________________________________________ BE2562* NAD 83(1990)- 30 45 26.59118(N) 085 17 58.11380(W) ADJUSTED BE2562* NAVD 88 - 52.080 (meters) 170.87 (feet) ADJUSTED BE2562 ___________________________________________________________________ BE2562 LAPLACE CORR- -1.66 (seconds) DEFLEC99 BE2562 GEOID HEIGHT- -28.01 (meters) GEOID99 BE2562 DYNAMIC HT - 52.013 (meters) 170.65 (feet) COMP BE2562 MODELED GRAV- 979,352.0 (mgal) NAVD 88 BE2562 BE2562 HORZ ORDER - SECOND BE2562 VERT ORDER - SECOND CLASS II BE2562 BE2562.The horizontal coordinates were established by classical geodetic methods BE2562.and adjusted by the National Geodetic Survey in May 1991. BE2562.No horizontal observational check was made to the station. BE2562 BE2562.The orthometric height was determined by differential leveling BE2562.and adjusted by the National Geodetic Survey in June 1991. BE2562 BE2562.The Laplace correction was computed from DEFLEC99 derived deflections. BE2562 BE2562.The geoid height was determined by GEOID99. BE2562 BE2562.The dynamic height is computed by dividing the NAVD 88 BE2562.geopotential number by the normal gravity value computed on the BE2562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2562.degrees latitude (g = 980.6199 gals.). BE2562 BE2562.The modeled gravity was interpolated from observed gravity values. BE2562 BE2562; North East Units Scale Converg. BE2562;SPC FL N - 195,075.424 523,454.533 MT 1.00000132 -0 24 06.3 BE2562;UTM 16 - 3,403,950.228 662,763.358 MT 0.99992680 +0 52 11.4 BE2562 BE2562 SUPERSEDED SURVEY CONTROL BE2562 BE2562 NAD 83(1986)- 30 45 26.59966(N) 085 17 58.12144(W) AD( ) 2 BE2562 NGVD 29 - 52.16 (m) 171.1 (f) LEVELING 3 BE2562 BE2562.Superseded values are not recommended for survey control. BE2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2562.See file dsdata.txt to determine how the superseded data were derived. BE2562 BE2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6276303950(NAD 83) BE2562_MARKER: DD = SURVEY DISK BE2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2562_STAMPING: I10 78 A16 RM NO 1 BE2562_MARK LOGO: FLDT BE2562_PROJECTION: RECESSED 3 CENTIMETERS BE2562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2562+STABILITY: SURFACE MOTION BE2562 BE2562 HISTORY - Date Condition Report By BE2562 HISTORY - 1978 MONUMENTED FLDT BE2562 HISTORY - 19910903 GOOD USPSQD BE2562 HISTORY - 20010331 GOOD NGS BE2562 HISTORY - 20010331 GOOD NGS BE2562 HISTORY - 20010331 GOOD NGS BE2562 HISTORY - 20010331 GOOD NGS BE2562 HISTORY - 20010331 GOOD NGS BE2562 BE2562 STATION DESCRIPTION BE2562 BE2562'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2562'8.1 MI SE FROM COTTONDALE. BE2562'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2562'3.0 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE ROUTE 10 FOR BE2562'ABOUT 5.1 MILES TO THE MARK NEAR THE SOUTH RIGHT OF WAY FENCE AT A BE2562'TRIPLE POST FENCE BRACE. IT IS 40.5 FEET EAST OF THE CENTER POST OF A BE2562'TRIPLE POST FENCE BRACE, 72.0 FEET EAST OF AN 8 INCH WILD PERSIMMON BE2562'TREE AND 3.0 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE. BE2562'THE MARK IS 2.5 FT N FROM A WITNESS POST. BE2562 BE2562 STATION RECOVERY (1991) BE2562 BE2562'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2562'RECOVERED IN GOOD CONDITION. BE2562 BE2562 STATION RECOVERY (2001) BE2562 BE2562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2562'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2562 BE2562 STATION RECOVERY (2001) BE2562 BE2562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2562'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2562 BE2562 STATION RECOVERY (2001) BE2562 BE2562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2562'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2562 BE2562 STATION RECOVERY (2001) BE2562 BE2562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2562'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2562 BE2562 STATION RECOVERY (2001) BE2562 BE2562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2562'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2560 *********************************************************************** BE2560 DESIGNATION - I10 78 A16 RM 2 BE2560 PID - BE2560 BE2560 STATE/COUNTY- FL/JACKSON BE2560 USGS QUAD - COTTONDALE EAST (1994) BE2560 BE2560 *CURRENT SURVEY CONTROL BE2560 ___________________________________________________________________ BE2560* NAD 83(1990)- 30 45 26.63151(N) 085 17 58.96839(W) ADJUSTED BE2560* NAVD 88 - 51.214 (meters) 168.02 (feet) ADJUSTED BE2560 ___________________________________________________________________ BE2560 LAPLACE CORR- -1.66 (seconds) DEFLEC99 BE2560 GEOID HEIGHT- -28.01 (meters) GEOID99 BE2560 DYNAMIC HT - 51.148 (meters) 167.81 (feet) COMP BE2560 MODELED GRAV- 979,352.0 (mgal) NAVD 88 BE2560 BE2560 HORZ ORDER - SECOND BE2560 VERT ORDER - SECOND CLASS II BE2560 BE2560.The horizontal coordinates were established by classical geodetic methods BE2560.and adjusted by the National Geodetic Survey in May 1991. BE2560.No horizontal observational check was made to the station. BE2560 BE2560.The orthometric height was determined by differential leveling BE2560.and adjusted by the National Geodetic Survey in June 1991. BE2560 BE2560.The Laplace correction was computed from DEFLEC99 derived deflections. BE2560 BE2560.The geoid height was determined by GEOID99. BE2560 BE2560.The dynamic height is computed by dividing the NAVD 88 BE2560.geopotential number by the normal gravity value computed on the BE2560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2560.degrees latitude (g = 980.6199 gals.). BE2560 BE2560.The modeled gravity was interpolated from observed gravity values. BE2560 BE2560; North East Units Scale Converg. BE2560;SPC FL N - 195,076.825 523,431.814 MT 1.00000132 -0 24 06.8 BE2560;UTM 16 - 3,403,951.125 662,740.615 MT 0.99992671 +0 52 11.0 BE2560 BE2560 SUPERSEDED SURVEY CONTROL BE2560 BE2560 NAD 83(1986)- 30 45 26.63999(N) 085 17 58.97602(W) AD( ) 2 BE2560 NGVD 29 - 51.30 (m) 168.3 (f) LEVELING 3 BE2560 BE2560.Superseded values are not recommended for survey control. BE2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2560.See file dsdata.txt to determine how the superseded data were derived. BE2560 BE2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6274103951(NAD 83) BE2560_MARKER: DD = SURVEY DISK BE2560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2560_STAMPING: I10 78 A16 RM NO 2 BE2560_MARK LOGO: FLDT BE2560_PROJECTION: RECESSED 8 CENTIMETERS BE2560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2560+STABILITY: SURFACE MOTION BE2560 BE2560 HISTORY - Date Condition Report By BE2560 HISTORY - 1978 MONUMENTED FLDT BE2560 HISTORY - 19910903 GOOD USPSQD BE2560 HISTORY - 20010331 GOOD NGS BE2560 HISTORY - 20010331 GOOD NGS BE2560 HISTORY - 20010331 GOOD NGS BE2560 HISTORY - 20010331 GOOD NGS BE2560 HISTORY - 20010331 GOOD NGS BE2560 BE2560 STATION DESCRIPTION BE2560 BE2560'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2560'8.1 MI SE FROM COTTONDALE. BE2560'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2560'3.0 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE ROUTE 10 FOR BE2560'ABOUT 5.1 MILES TO THE MARK NEAR THE SOUTH RIGHT OF WAY FENCE AT A BE2560'TRIPLE POST FENCE BRACE. IT IS 34.0 FEET WEST OF THE CENTER POST OF A BE2560'TRIPLE POST FENCE BRACE AND 8.0 FEET NORTHWEST OF A 8 INCH WILD BE2560'PERSIMMON TREE. BE2560'THE MARK IS 4.6 FT N FROM A WITNESS POST. BE2560 BE2560 STATION RECOVERY (1991) BE2560 BE2560'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2560'RECOVERED IN GOOD CONDITION. BE2560 BE2560 STATION RECOVERY (2001) BE2560 BE2560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2560'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2560 BE2560 STATION RECOVERY (2001) BE2560 BE2560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2560'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2560 BE2560 STATION RECOVERY (2001) BE2560 BE2560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2560'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2560 BE2560 STATION RECOVERY (2001) BE2560 BE2560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2560'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2560 BE2560 STATION RECOVERY (2001) BE2560 BE2560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2560'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2564 *********************************************************************** BE2564 DESIGNATION - I10 78 A17 BE2564 PID - BE2564 BE2564 STATE/COUNTY- FL/JACKSON BE2564 USGS QUAD - COTTONDALE EAST (1994) BE2564 BE2564 *CURRENT SURVEY CONTROL BE2564 ___________________________________________________________________ BE2564* NAD 83(1990)- 30 45 29.10791(N) 085 17 34.33531(W) ADJUSTED BE2564* NAVD 88 - 50.629 (meters) 166.11 (feet) ADJUSTED BE2564 ___________________________________________________________________ BE2564 LAPLACE CORR- -1.70 (seconds) DEFLEC99 BE2564 GEOID HEIGHT- -28.02 (meters) GEOID99 BE2564 DYNAMIC HT - 50.564 (meters) 165.89 (feet) COMP BE2564 MODELED GRAV- 979,351.4 (mgal) NAVD 88 BE2564 BE2564 HORZ ORDER - SECOND BE2564 VERT ORDER - SECOND CLASS II BE2564 BE2564.The horizontal coordinates were established by classical geodetic methods BE2564.and adjusted by the National Geodetic Survey in May 1991. BE2564 BE2564.The orthometric height was determined by differential leveling BE2564.and adjusted by the National Geodetic Survey in June 1991. BE2564 BE2564.The Laplace correction was computed from DEFLEC99 derived deflections. BE2564 BE2564.The geoid height was determined by GEOID99. BE2564 BE2564.The dynamic height is computed by dividing the NAVD 88 BE2564.geopotential number by the normal gravity value computed on the BE2564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2564.degrees latitude (g = 980.6199 gals.). BE2564 BE2564.The modeled gravity was interpolated from observed gravity values. BE2564 BE2564; North East Units Scale Converg. BE2564;SPC FL N - 195,148.511 524,087.468 MT 1.00000144 -0 23 54.4 BE2564;UTM 16 - 3,404,037.337 663,394.469 MT 0.99992934 +0 52 23.7 BE2564 BE2564|---------------------------------------------------------------------| BE2564| PID Reference Object Distance Geod. Az | BE2564| dddmmss.s | BE2564| BE2565 I10 78 A17 RM 1 11.196 METERS 08705 | BE2564| BE2563 I10 78 A17 RM 2 10.616 METERS 27526 | BE2564|---------------------------------------------------------------------| BE2564 BE2564 SUPERSEDED SURVEY CONTROL BE2564 BE2564 NAD 83(1986)- 30 45 29.11642(N) 085 17 34.34294(W) AD( ) 2 BE2564 NGVD 29 - 50.71 (m) 166.4 (f) LEVELING 3 BE2564 BE2564.Superseded values are not recommended for survey control. BE2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2564.See file dsdata.txt to determine how the superseded data were derived. BE2564 BE2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6339404037(NAD 83) BE2564_MARKER: DD = SURVEY DISK BE2564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2564_STAMPING: I10 78 A17 BE2564_MARK LOGO: FLDT BE2564_PROJECTION: RECESSED 8 CENTIMETERS BE2564_MAGNETIC: N = NO MAGNETIC MATERIAL BE2564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2564+STABILITY: SURFACE MOTION BE2564 BE2564 HISTORY - Date Condition Report By BE2564 HISTORY - 1978 MONUMENTED FLDT BE2564 HISTORY - 1978 GOOD FLDT BE2564 HISTORY - 19910903 GOOD USPSQD BE2564 HISTORY - 20010331 GOOD NGS BE2564 HISTORY - 20010331 GOOD NGS BE2564 HISTORY - 20010331 GOOD NGS BE2564 HISTORY - 20010331 GOOD NGS BE2564 HISTORY - 20010331 GOOD NGS BE2564 BE2564 STATION DESCRIPTION BE2564 BE2564'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 (CBM) BE2564'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF MARIANNA, 5-1/2 MILES BE2564'SOUTHEAST OF COTTONDALE AND 7-1/2 MILES NORTHEAST OF ALFORD, ON BE2564'INTERSTATE ROUTE 10 HIGHWAY RIGHT-OF-WAY. BE2564' BE2564'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND BE2564'STATE ROAD 75, 3 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE BE2564'ROUTE 10 FOR 5.5 MILES TO STATION ON LEFT, NORTH SIDE OF THE BE2564'WESTBOUND LANE. AN OLD NORTH-SOUTH GRADED ROAD WAS LOCATED AT THIS BE2564'POINT, PRIOR TO CONSTRUCTION OF THE INTERSTATE HIGHWAY. BE2564' BE2564'STATION MARK IS A STANDARD FLORIDA DEPARTMENT OF TRANSPORTATION BE2564'BRASS DISK STAMPED---I10 78 A17---, SET IN THE TOP OF A ROUND BE2564'CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE SURFACE OF THE GROUND. BE2564'IT IS 6.0 FEET SOUTH OF A METAL WITNESS POST, 6.4 FEET SOUTH OF A BE2564'FENCE AND 23.2 FEET SOUTH OF THE WEST END OF A CHAIN LINK FENCE. BE2564' BE2564'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA DEPARTMENT OF BE2564'TRANSPORTATION BRASS DISK, STAMPED---I10 78 A17 RM NO 1---, SET IN THE BE2564'TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE SURFACE BE2564'OF THE GROUND. IT IS 3.2 FEET SOUTH OF A METAL WITNESS POST, 3.6 BE2564'FEET SOUTH OF A FENCE AND 15.2 FEET SOUTH OF THE EAST END OF A CHAIN BE2564'LINK FENCE. BE2564' BE2564'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA DEPARTMENT OF BE2564'TRANSPORTATION BRASS DISK, STAMPED---I10 78 A17 RM NO 2---, SET IN THE BE2564'TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE SURFACE BE2564'OF THE GROUND. IT IS 3.2 FEET SOUTH OF A METAL WITNESS POST AND 3.7 BE2564'FEET SOUTH OF A FENCE. BE2564 BE2564 STATION RECOVERY (1978) BE2564 BE2564'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2564'8.5 MI SE FROM COTTONDALE. BE2564'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2564'3.0 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE ROUTE 10 FOR BE2564'ABOUT 5.5 MILES TO THE MARK NEAR THE NORTH RIGHT OF WAY FENCE, AT AN BE2564'OLD GRADED ROAD. IT IS 23.2 FEET SOUTH OF THE WEST END OF A CHAIN BE2564'LINK FENCE AND 6.4 FEET SOUTH OF THE RIGHT OF WAY FENCE. BE2564'THE MARK IS 6.0 FT S FROM A WITNESS POST. BE2564 BE2564 STATION RECOVERY (1991) BE2564 BE2564'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2564'RECOVERED IN GOOD CONDITION. BE2564 BE2564 STATION RECOVERY (2001) BE2564 BE2564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2564'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2564 BE2564 STATION RECOVERY (2001) BE2564 BE2564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2564'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2564 BE2564 STATION RECOVERY (2001) BE2564 BE2564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2564'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2564 BE2564 STATION RECOVERY (2001) BE2564 BE2564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2564'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2564 BE2564 STATION RECOVERY (2001) BE2564 BE2564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2564'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2565 *********************************************************************** BE2565 DESIGNATION - I10 78 A17 RM 1 BE2565 PID - BE2565 BE2565 STATE/COUNTY- FL/JACKSON BE2565 USGS QUAD - COTTONDALE EAST (1994) BE2565 BE2565 *CURRENT SURVEY CONTROL BE2565 ___________________________________________________________________ BE2565* NAD 83(1990)- 30 45 29.12637(N) 085 17 33.91488(W) ADJUSTED BE2565* NAVD 88 - 50.725 (meters) 166.42 (feet) ADJUSTED BE2565 ___________________________________________________________________ BE2565 LAPLACE CORR- -1.70 (seconds) DEFLEC99 BE2565 GEOID HEIGHT- -28.02 (meters) GEOID99 BE2565 DYNAMIC HT - 50.660 (meters) 166.21 (feet) COMP BE2565 MODELED GRAV- 979,351.4 (mgal) NAVD 88 BE2565 BE2565 HORZ ORDER - SECOND BE2565 VERT ORDER - SECOND CLASS II BE2565 BE2565.The horizontal coordinates were established by classical geodetic methods BE2565.and adjusted by the National Geodetic Survey in May 1991. BE2565.No horizontal observational check was made to the station. BE2565 BE2565.The orthometric height was determined by differential leveling BE2565.and adjusted by the National Geodetic Survey in June 1991. BE2565 BE2565.The Laplace correction was computed from DEFLEC99 derived deflections. BE2565 BE2565.The geoid height was determined by GEOID99. BE2565 BE2565.The dynamic height is computed by dividing the NAVD 88 BE2565.geopotential number by the normal gravity value computed on the BE2565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2565.degrees latitude (g = 980.6199 gals.). BE2565 BE2565.The modeled gravity was interpolated from observed gravity values. BE2565 BE2565; North East Units Scale Converg. BE2565;SPC FL N - 195,149.002 524,098.653 MT 1.00000144 -0 23 54.2 BE2565;UTM 16 - 3,404,038.076 663,405.639 MT 0.99992939 +0 52 23.9 BE2565 BE2565 SUPERSEDED SURVEY CONTROL BE2565 BE2565 NAD 83(1986)- 30 45 29.13488(N) 085 17 33.92250(W) AD( ) 2 BE2565 NGVD 29 - 50.81 (m) 166.7 (f) LEVELING 3 BE2565 BE2565.Superseded values are not recommended for survey control. BE2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2565.See file dsdata.txt to determine how the superseded data were derived. BE2565 BE2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6340604038(NAD 83) BE2565_MARKER: DD = SURVEY DISK BE2565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2565_STAMPING: I10 78 A17 RM NO 1 BE2565_MARK LOGO: FLDT BE2565_PROJECTION: RECESSED 5 CENTIMETERS BE2565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2565+STABILITY: SURFACE MOTION BE2565 BE2565 HISTORY - Date Condition Report By BE2565 HISTORY - 1978 MONUMENTED FLDT BE2565 HISTORY - 19910903 GOOD USPSQD BE2565 HISTORY - 20010331 GOOD NGS BE2565 HISTORY - 20010331 GOOD NGS BE2565 HISTORY - 20010331 GOOD NGS BE2565 HISTORY - 20010331 GOOD NGS BE2565 HISTORY - 20010331 GOOD NGS BE2565 BE2565 STATION DESCRIPTION BE2565 BE2565'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2565'8.5 MI SE FROM COTTONDALE. BE2565'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2565'3.0 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE ROUTE 10 FOR BE2565'ABOUT 5.5 MILES TO THE MARK NEAR THE NORTH RIGHT OF WAY FENCE, AT AN BE2565'OLD GRADED ROAD. IT IS 15.2 FEET SOUTH OF THE EAST END OF A CHAIN BE2565'LINK FENCE AND 3.6 FEET SOUTH OF THE RIGHT OF WAY FENCE. BE2565'THE MARK IS 3.2 FT S FROM A WITNESS POST. BE2565 BE2565 STATION RECOVERY (1991) BE2565 BE2565'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2565'RECOVERED IN GOOD CONDITION. BE2565 BE2565 STATION RECOVERY (2001) BE2565 BE2565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2565'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2565 BE2565 STATION RECOVERY (2001) BE2565 BE2565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2565'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2565 BE2565 STATION RECOVERY (2001) BE2565 BE2565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2565'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2565 BE2565 STATION RECOVERY (2001) BE2565 BE2565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2565'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2565 BE2565 STATION RECOVERY (2001) BE2565 BE2565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2565'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2563 *********************************************************************** BE2563 DESIGNATION - I10 78 A17 RM 2 BE2563 PID - BE2563 BE2563 STATE/COUNTY- FL/JACKSON BE2563 USGS QUAD - COTTONDALE EAST (1994) BE2563 BE2563 *CURRENT SURVEY CONTROL BE2563 ___________________________________________________________________ BE2563* NAD 83(1990)- 30 45 29.14051(N) 085 17 34.73268(W) ADJUSTED BE2563* NAVD 88 - 51.003 (meters) 167.33 (feet) ADJUSTED BE2563 ___________________________________________________________________ BE2563 LAPLACE CORR- -1.70 (seconds) DEFLEC99 BE2563 GEOID HEIGHT- -28.02 (meters) GEOID99 BE2563 DYNAMIC HT - 50.937 (meters) 167.12 (feet) COMP BE2563 MODELED GRAV- 979,351.4 (mgal) NAVD 88 BE2563 BE2563 HORZ ORDER - SECOND BE2563 VERT ORDER - SECOND CLASS II BE2563 BE2563.The horizontal coordinates were established by classical geodetic methods BE2563.and adjusted by the National Geodetic Survey in May 1991. BE2563.No horizontal observational check was made to the station. BE2563 BE2563.The orthometric height was determined by differential leveling BE2563.and adjusted by the National Geodetic Survey in June 1991. BE2563 BE2563.The Laplace correction was computed from DEFLEC99 derived deflections. BE2563 BE2563.The geoid height was determined by GEOID99. BE2563 BE2563.The dynamic height is computed by dividing the NAVD 88 BE2563.geopotential number by the normal gravity value computed on the BE2563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2563.degrees latitude (g = 980.6199 gals.). BE2563 BE2563.The modeled gravity was interpolated from observed gravity values. BE2563 BE2563; North East Units Scale Converg. BE2563;SPC FL N - 195,149.588 524,076.906 MT 1.00000144 -0 23 54.6 BE2563;UTM 16 - 3,404,038.180 663,383.887 MT 0.99992930 +0 52 23.5 BE2563 BE2563 SUPERSEDED SURVEY CONTROL BE2563 BE2563 NAD 83(1986)- 30 45 29.14902(N) 085 17 34.74030(W) AD( ) 2 BE2563 NGVD 29 - 51.09 (m) 167.6 (f) LEVELING 3 BE2563 BE2563.Superseded values are not recommended for survey control. BE2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2563.See file dsdata.txt to determine how the superseded data were derived. BE2563 BE2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6338404038(NAD 83) BE2563_MARKER: DD = SURVEY DISK BE2563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2563_STAMPING: I10 78 A17 RM NO 2 BE2563_MARK LOGO: FLDT BE2563_PROJECTION: RECESSED 5 CENTIMETERS BE2563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2563+STABILITY: SURFACE MOTION BE2563 BE2563 HISTORY - Date Condition Report By BE2563 HISTORY - 1978 MONUMENTED FLDT BE2563 HISTORY - 19910903 GOOD USPSQD BE2563 HISTORY - 20010331 GOOD NGS BE2563 HISTORY - 20010331 GOOD NGS BE2563 HISTORY - 20010331 GOOD NGS BE2563 HISTORY - 20010331 GOOD NGS BE2563 HISTORY - 20010331 GOOD NGS BE2563 BE2563 STATION DESCRIPTION BE2563 BE2563'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2563'8.5 MI SE FROM COTTONDALE. BE2563'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2563'3.0 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE ROUTE 10 FOR BE2563'ABOUT 5.5 MILES TO THE MARK NEAR THE NORTH RIGHT OF WAY FENCE, AT AN BE2563'OLD GRADED ROAD. IT IS 3.7 FEET SOUTH OF THE RIGHT OF WAY FENCE. BE2563'THE MARK IS 3.2 FT S FROM A WITNESS POST. BE2563 BE2563 STATION RECOVERY (1991) BE2563 BE2563'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE2563'RECOVERED IN GOOD CONDITION. BE2563 BE2563 STATION RECOVERY (2001) BE2563 BE2563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2563'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2563 BE2563 STATION RECOVERY (2001) BE2563 BE2563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2563'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2563 BE2563 STATION RECOVERY (2001) BE2563 BE2563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2563'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2563 BE2563 STATION RECOVERY (2001) BE2563 BE2563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2563'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2563 BE2563 STATION RECOVERY (2001) BE2563 BE2563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2563'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2587 *********************************************************************** BE2587 DESIGNATION - I10 78 A24 BE2587 PID - BE2587 BE2587 STATE/COUNTY- FL/JACKSON BE2587 USGS QUAD - COTTONDALE EAST (1994) BE2587 BE2587 *CURRENT SURVEY CONTROL BE2587 ___________________________________________________________________ BE2587* NAD 83(1990)- 30 45 25.09467(N) 085 16 49.40167(W) ADJUSTED BE2587* NAVD 88 - 60.459 (meters) 198.36 (feet) ADJUSTED BE2587 ___________________________________________________________________ BE2587 LAPLACE CORR- -1.78 (seconds) DEFLEC99 BE2587 GEOID HEIGHT- -28.04 (meters) GEOID99 BE2587 DYNAMIC HT - 60.381 (meters) 198.10 (feet) COMP BE2587 MODELED GRAV- 979,349.9 (mgal) NAVD 88 BE2587 BE2587 HORZ ORDER - SECOND BE2587 VERT ORDER - SECOND CLASS II BE2587 BE2587.The horizontal coordinates were established by classical geodetic methods BE2587.and adjusted by the National Geodetic Survey in May 1991. BE2587 BE2587.The orthometric height was determined by differential leveling BE2587.and adjusted by the National Geodetic Survey in June 1991. BE2587 BE2587.The Laplace correction was computed from DEFLEC99 derived deflections. BE2587 BE2587.The geoid height was determined by GEOID99. BE2587 BE2587.The dynamic height is computed by dividing the NAVD 88 BE2587.geopotential number by the normal gravity value computed on the BE2587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2587.degrees latitude (g = 980.6199 gals.). BE2587 BE2587.The modeled gravity was interpolated from observed gravity values. BE2587 BE2587; North East Units Scale Converg. BE2587;SPC FL N - 195,016.677 525,281.636 MT 1.00000124 -0 23 31.8 BE2587;UTM 16 - 3,403,932.046 664,591.186 MT 0.99993419 +0 52 46.6 BE2587 BE2587|---------------------------------------------------------------------| BE2587| PID Reference Object Distance Geod. Az | BE2587| dddmmss.s | BE2587| BE2588 I10 78 A24 RM 1 13.113 METERS 23245 | BE2587| BE2586 I10 78 A24 RM 2 12.786 METERS 30606 | BE2587|---------------------------------------------------------------------| BE2587 BE2587 SUPERSEDED SURVEY CONTROL BE2587 BE2587 NAD 83(1986)- 30 45 25.10350(N) 085 16 49.40955(W) AD( ) 2 BE2587 NGVD 29 - 60.55 (m) 198.7 (f) LEVELING 3 BE2587 BE2587.Superseded values are not recommended for survey control. BE2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2587.See file dsdata.txt to determine how the superseded data were derived. BE2587 BE2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6459103932(NAD 83) BE2587_MARKER: DD = SURVEY DISK BE2587_SETTING: 36 = CONCRETE BRIDGE FLOOR BE2587_STAMPING: I10 78 A24 BE2587_MARK LOGO: FLDT BE2587_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT BE2587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2587 BE2587 HISTORY - Date Condition Report By BE2587 HISTORY - 1978 MONUMENTED FLDT BE2587 HISTORY - 1978 GOOD FLDT BE2587 HISTORY - 20010331 GOOD NGS BE2587 HISTORY - 20010331 GOOD NGS BE2587 HISTORY - 20010331 GOOD NGS BE2587 HISTORY - 20010331 GOOD NGS BE2587 HISTORY - 20010331 GOOD NGS BE2587 BE2587 STATION DESCRIPTION BE2587 BE2587'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 (DEM) BE2587'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF MARIANNA AND 12-1/2 BE2587'MILES WEST-NORTHWEST OF CYPRESS, AT A BRIDGE CROSSING INTERSTATE ROUTE BE2587'10. BE2587' BE2587'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND BE2587'COUNTY ROAD 73, ABOUT 3 MILES SOUTH OF MARIANNA, GO WEST ON INTERSTATE BE2587'ROUTE 10 FOR 3.45 MILES TO BRIDGE OVER HIGHWAY, AND STATION IN BE2587'NORTHEAST CORNER OF THE DECK OF THE BRIDGE. BE2587' BE2587'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS BE2587'DISK, STAMPED---I10 78 A24---, SET IN THE TOP OF A ROUND CONCRETE BE2587'MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 3.6 FEET SOUTH OF NORTH BE2587'END OF A BRIDGE, 3.1 FEET WEST OF A HANDRAIL, 15.0 FEET EAST OF BE2587'CENTERLINE OF THE BRIDGE. BE2587' BE2587'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF BE2587'TRANSPORTATION BRASS DISK, STAMPED---I10 78 A24 RM NO 1---, SET IN THE BE2587'TOP OF THE BRIDGE GUARDRAIL. IT IS 18.8 FEET WEST OF CENTERLINE OF BE2587'THE BRIDGE, 41.0 FEET SOUTH OF THE NORTH END OF THE BRIDGE AND 51.8 BE2587'FEET SOUTH OF END OF THE GUARDRAIL. BE2587' BE2587'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF BE2587'TRANSPORTATION BRASS DISK, STAMPED---I10 78 A24 RM NO 2---, SET IN THE BE2587'TOP OF THE BRIDGE GUARDRAIL. IT IS 1.0 FOOT NORTH OF NORTH END OF BE2587'DECK OF THE BRIDGE 19.3 FEET WEST OF CENTERLINE OF THE BRIDGE AND 9.7 BE2587'FEET SOUTH OF END OF THE GUARDRAIL. BE2587 BE2587 STATION RECOVERY (1978) BE2587 BE2587'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2587'3.6 MI SW FROM MARIANNA. BE2587'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 276, ABOUT BE2587'3.0 MILES SOUTHWEST OF MARIANNA, GO WEST ON INTERSTATE ROUTE 10 FOR BE2587'ABOUT 0.6 MILE TO AN OVERPASS AND THE MARK. IT IS SET IN THE TOP BE2587'NORTHEAST END OF THE CONCRETE BRIDGE FLOOR, 15.0 FEET EAST OF THE BE2587'CENTER OF THE OVERPASS ROAD, 3.6 FEET SOUTH OF THE NORTHEAST END OF BE2587'THE OVERPASS AND 3.1 FEET WEST OF THE EAST CONCRETE GUARDRAIL. BE2587 BE2587 STATION RECOVERY (2001) BE2587 BE2587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2587'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2587 BE2587 STATION RECOVERY (2001) BE2587 BE2587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2587'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2587 BE2587 STATION RECOVERY (2001) BE2587 BE2587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2587'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2587 BE2587 STATION RECOVERY (2001) BE2587 BE2587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2587'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2587 BE2587 STATION RECOVERY (2001) BE2587 BE2587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2587'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2588 *********************************************************************** BE2588 DESIGNATION - I10 78 A24 RM 1 BE2588 PID - BE2588 BE2588 STATE/COUNTY- FL/JACKSON BE2588 USGS QUAD - COTTONDALE EAST (1994) BE2588 BE2588 *CURRENT SURVEY CONTROL BE2588 ___________________________________________________________________ BE2588* NAD 83(1990)- 30 45 24.83697(N) 085 16 49.79417(W) ADJUSTED BE2588* NAVD 88 - 61.296 (meters) 201.10 (feet) ADJUSTED BE2588 ___________________________________________________________________ BE2588 LAPLACE CORR- -1.78 (seconds) DEFLEC99 BE2588 GEOID HEIGHT- -28.04 (meters) GEOID99 BE2588 DYNAMIC HT - 61.216 (meters) 200.84 (feet) COMP BE2588 MODELED GRAV- 979,349.9 (mgal) NAVD 88 BE2588 BE2588 HORZ ORDER - SECOND BE2588 VERT ORDER - SECOND CLASS II BE2588 BE2588.The horizontal coordinates were established by classical geodetic methods BE2588.and adjusted by the National Geodetic Survey in May 1991. BE2588.No horizontal observational check was made to the station. BE2588 BE2588.The orthometric height was determined by differential leveling BE2588.and adjusted by the National Geodetic Survey in June 1991. BE2588 BE2588.The Laplace correction was computed from DEFLEC99 derived deflections. BE2588 BE2588.The geoid height was determined by GEOID99. BE2588 BE2588.The dynamic height is computed by dividing the NAVD 88 BE2588.geopotential number by the normal gravity value computed on the BE2588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2588.degrees latitude (g = 980.6199 gals.). BE2588 BE2588.The modeled gravity was interpolated from observed gravity values. BE2588 BE2588; North East Units Scale Converg. BE2588;SPC FL N - 195,008.813 525,271.143 MT 1.00000123 -0 23 32.0 BE2588;UTM 16 - 3,403,923.952 664,580.871 MT 0.99993414 +0 52 46.4 BE2588 BE2588 SUPERSEDED SURVEY CONTROL BE2588 BE2588 NAD 83(1986)- 30 45 24.84580(N) 085 16 49.80206(W) AD( ) 2 BE2588 NGVD 29 - 61.38 (m) 201.4 (f) LEVELING 3 BE2588 BE2588.Superseded values are not recommended for survey control. BE2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2588.See file dsdata.txt to determine how the superseded data were derived. BE2588 BE2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6458103924(NAD 83) BE2588_MARKER: DD = SURVEY DISK BE2588_SETTING: 36 = CONCRETE GUARDRAIL BE2588_STAMPING: I10 78 A24 RM NO 1 BE2588_MARK LOGO: FLDT BE2588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2588 BE2588 HISTORY - Date Condition Report By BE2588 HISTORY - 1978 MONUMENTED FLDT BE2588 HISTORY - 20010331 GOOD NGS BE2588 HISTORY - 20010331 GOOD NGS BE2588 HISTORY - 20010331 GOOD NGS BE2588 HISTORY - 20010331 GOOD NGS BE2588 HISTORY - 20010331 GOOD NGS BE2588 BE2588 STATION DESCRIPTION BE2588 BE2588'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2588'3.6 MI SW FROM MARIANNA. BE2588'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 276, ABOUT BE2588'3.0 MILES SOUTHWEST OF MARIANNA, GO WEST ON INTERSTATE ROUTE 10 FOR BE2588'ABOUT 0.6 MILE TO AN OVERPASS AND THE MARK. IT IS SET IN THE TOP WEST BE2588'CONCRETE GUARDRAIL, 51.8 FEET SOUTH OF THE NORTH END OF THE CONCRETE BE2588'GUARDRAIL, 41.0 FEET SOUTH OF THE NORTHWEST END OF THE OVERPASS AND BE2588'18.8 FEET WEST OF THE CENTER OF THE OVERPASS ROAD. BE2588 BE2588 STATION RECOVERY (2001) BE2588 BE2588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2588'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2588 BE2588 STATION RECOVERY (2001) BE2588 BE2588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2588'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2588 BE2588 STATION RECOVERY (2001) BE2588 BE2588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2588'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2588 BE2588 STATION RECOVERY (2001) BE2588 BE2588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2588'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2588 BE2588 STATION RECOVERY (2001) BE2588 BE2588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2588'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2586 *********************************************************************** BE2586 DESIGNATION - I10 78 A24 RM 2 BE2586 PID - BE2586 BE2586 STATE/COUNTY- FL/JACKSON BE2586 USGS QUAD - COTTONDALE EAST (1994) BE2586 BE2586 *CURRENT SURVEY CONTROL BE2586 ___________________________________________________________________ BE2586* NAD 83(1990)- 30 45 25.33931(N) 085 16 49.79011(W) ADJUSTED BE2586* NAVD 88 - 61.237 (meters) 200.91 (feet) ADJUSTED BE2586 ___________________________________________________________________ BE2586 LAPLACE CORR- -1.78 (seconds) DEFLEC99 BE2586 GEOID HEIGHT- -28.04 (meters) GEOID99 BE2586 DYNAMIC HT - 61.158 (meters) 200.65 (feet) COMP BE2586 MODELED GRAV- 979,349.9 (mgal) NAVD 88 BE2586 BE2586 HORZ ORDER - SECOND BE2586 VERT ORDER - SECOND CLASS II BE2586 BE2586.The horizontal coordinates were established by classical geodetic methods BE2586.and adjusted by the National Geodetic Survey in May 1991. BE2586.No horizontal observational check was made to the station. BE2586 BE2586.The orthometric height was determined by differential leveling BE2586.and adjusted by the National Geodetic Survey in June 1991. BE2586 BE2586.The Laplace correction was computed from DEFLEC99 derived deflections. BE2586 BE2586.The geoid height was determined by GEOID99. BE2586 BE2586.The dynamic height is computed by dividing the NAVD 88 BE2586.geopotential number by the normal gravity value computed on the BE2586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2586.degrees latitude (g = 980.6199 gals.). BE2586 BE2586.The modeled gravity was interpolated from observed gravity values. BE2586 BE2586; North East Units Scale Converg. BE2586;SPC FL N - 195,024.282 525,271.357 MT 1.00000125 -0 23 32.0 BE2586;UTM 16 - 3,403,939.420 664,580.741 MT 0.99993414 +0 52 46.4 BE2586 BE2586 SUPERSEDED SURVEY CONTROL BE2586 BE2586 NAD 83(1986)- 30 45 25.34814(N) 085 16 49.79800(W) AD( ) 2 BE2586 NGVD 29 - 61.32 (m) 201.2 (f) LEVELING 3 BE2586 BE2586.Superseded values are not recommended for survey control. BE2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2586.See file dsdata.txt to determine how the superseded data were derived. BE2586 BE2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6458103939(NAD 83) BE2586_MARKER: DD = SURVEY DISK BE2586_SETTING: 36 = CONCRETE GUARDRAIL BE2586_STAMPING: I10 78 A24 RM NO 2 BE2586_MARK LOGO: FLDT BE2586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2586 BE2586 HISTORY - Date Condition Report By BE2586 HISTORY - 1978 MONUMENTED FLDT BE2586 HISTORY - 20010331 GOOD NGS BE2586 HISTORY - 20010331 GOOD NGS BE2586 HISTORY - 20010331 GOOD NGS BE2586 HISTORY - 20010331 GOOD NGS BE2586 HISTORY - 20010331 GOOD NGS BE2586 BE2586 STATION DESCRIPTION BE2586 BE2586'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2586'3.6 MI SW FROM MARIANNA. BE2586'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 276, ABOUT BE2586'3.0 MILES SOUTHWEST OF MARIANNA, GO WEST ON INTERSTATE ROUTE 10 FOR BE2586'ABOUT 0.6 MILE TO AN OVERPASS AND THE MARK. IT IS SET IN THE TOP WEST BE2586'CONCRETE GUARDRAIL, 19.3 FEET WEST OF THE CENTER OF THE OVERPASS ROAD. BE2586 BE2586 STATION RECOVERY (2001) BE2586 BE2586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2586'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2586 BE2586 STATION RECOVERY (2001) BE2586 BE2586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2586'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2586 BE2586 STATION RECOVERY (2001) BE2586 BE2586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2586'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2586 BE2586 STATION RECOVERY (2001) BE2586 BE2586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2586'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2586 BE2586 STATION RECOVERY (2001) BE2586 BE2586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2586'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2592 *********************************************************************** BE2592 CBN - This is a Cooperative Base Network Control Station. BE2592 DESIGNATION - I10 78 A25 BE2592 PID - BE2592 BE2592 STATE/COUNTY- FL/JACKSON BE2592 USGS QUAD - COTTONDALE EAST (1994) BE2592 BE2592 *CURRENT SURVEY CONTROL BE2592 ___________________________________________________________________ BE2592* NAD 83(1999)- 30 45 10.91755(N) 085 16 20.27895(W) ADJUSTED BE2592* NAVD 88 - 56.294 (meters) 184.69 (feet) ADJUSTED BE2592 ___________________________________________________________________ BE2592 X - 452,163.462 (meters) COMP BE2592 Y - -5,467,401.317 (meters) COMP BE2592 Z - 3,242,407.834 (meters) COMP BE2592 LAPLACE CORR- -1.85 (seconds) DEFLEC99 BE2592 ELLIP HEIGHT- 28.17 (meters) (05/31/01) GPS OBS BE2592 GEOID HEIGHT- -28.05 (meters) GEOID99 BE2592 DYNAMIC HT - 56.221 (meters) 184.45 (feet) COMP BE2592 MODELED GRAV- 979,348.5 (mgal) NAVD 88 BE2592 BE2592 HORZ ORDER - B BE2592 VERT ORDER - SECOND CLASS II BE2592 ELLP ORDER - FIFTH CLASS I BE2592 BE2592.The horizontal coordinates were established by GPS observations BE2592.and adjusted by the National Geodetic Survey in May 2001. BE2592 BE2592.The orthometric height was determined by differential leveling BE2592.and adjusted by the National Geodetic Survey in June 1991. BE2592 BE2592.The X, Y, and Z were computed from the position and the ellipsoidal ht. BE2592 BE2592.The Laplace correction was computed from DEFLEC99 derived deflections. BE2592 BE2592.The ellipsoidal height was determined by GPS observations BE2592.and is referenced to NAD 83. BE2592 BE2592.The geoid height was determined by GEOID99. BE2592 BE2592.The dynamic height is computed by dividing the NAVD 88 BE2592.geopotential number by the normal gravity value computed on the BE2592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2592.degrees latitude (g = 980.6199 gals.). BE2592 BE2592.The modeled gravity was interpolated from observed gravity values. BE2592 BE2592; North East Units Scale Converg. BE2592;SPC FL N - 194,574.816 526,053.210 MT 1.00000054 -0 23 17.2 BE2592;UTM 16 - 3,403,507.446 665,372.325 MT 0.99993737 +0 53 01.1 BE2592 BE2592|---------------------------------------------------------------------| BE2592| PID Reference Object Distance Geod. Az | BE2592| dddmmss.s | BE2592| BE2593 I10 78 A25 RM 1 9.409 METERS 05512 | BE2592| BE2591 I10 78 A25 RM 2 10.621 METERS 25205 | BE2592|---------------------------------------------------------------------| BE2592 BE2592 SUPERSEDED SURVEY CONTROL BE2592 BE2592 NAD 83(1990)- 30 45 10.91711(N) 085 16 20.27808(W) AD( ) B BE2592 ELLIP HT - 28.30 (m) (09/13/90) GP( ) 4 1 BE2592 NAD 83(1986)- 30 45 10.92631(N) 085 16 20.28603(W) AD( ) 2 BE2592 NGVD 29 - 56.38 (m) 185.0 (f) LEVELING 3 BE2592 BE2592.Superseded values are not recommended for survey control. BE2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2592.See file dsdata.txt to determine how the superseded data were derived. BE2592 BE2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6537203507(NAD 83) BE2592_MARKER: DD = SURVEY DISK BE2592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2592_STAMPING: I10 78 A25 BE2592_MARK LOGO: FLDT BE2592_PROJECTION: RECESSED 8 CENTIMETERS BE2592_MAGNETIC: N = NO MAGNETIC MATERIAL BE2592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2592+STABILITY: SURFACE MOTION BE2592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BE2592+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003 BE2592 BE2592 HISTORY - Date Condition Report By BE2592 HISTORY - 1978 MONUMENTED FLDT BE2592 HISTORY - 1978 GOOD FLDT BE2592 HISTORY - 19880907 GOOD NGS BE2592 HISTORY - 1989 GOOD USPSQD BE2592 HISTORY - 20000506 GOOD KEISCH BE2592 HISTORY - 20010331 GOOD NGS BE2592 HISTORY - 20010331 GOOD NGS BE2592 HISTORY - 20010331 GOOD NGS BE2592 HISTORY - 20010331 GOOD NGS BE2592 HISTORY - 20010331 GOOD NGS BE2592 HISTORY - 20030326 GOOD BANNER BE2592 BE2592 STATION DESCRIPTION BE2592 BE2592'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 (DEM) BE2592'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF MARIANNA AND 12 MILES BE2592'WEST-NORTHWEST OF CYPRESS, AT THE INTERSTATE ROUTE 10 BRIDGE OVER BE2592'STATE ROAD 276. BE2592' BE2592'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND BE2592'COUNTY ROAD 73, ABOUT 3 MILES SOUTH OF MARIANNA, GO WEST ON INTERSTATE BE2592'ROUTE 10 FOR 2.9 MILES TO BRIDGE OVER STATE ROAD 276, AND STATION IN BE2592'MEDIAN OF INTERSTATE ROUTE 10, AT THE EAST END OF THE BRIDGE. BE2592' BE2592'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS BE2592'DISK, STAMPED---I10 78 A25---, SET IN THE TOP OF A ROUND CONCRETE BE2592'MONUMENT THAT IS 3 INCHES BELOW THE GROUND. IT IS 6.0 FEET EAST OF A BE2592'CONCRETE RETAINING WALL, 5.0 FEET EAST OF A METAL WITNESS POST AND BE2592'43.0 FEET NORTH OF CENTER OF THE EASTBOUND LANE OF INTERSTATE ROUTE BE2592'10. BE2592' BE2592'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF BE2592'TRANSPORTATION BRASS DISK, STAMPED---I10 78 A25 RM NO 1---, SET IN THE BE2592'DECK OF THE BRIDGE. IT IS 13.0 FEET EAST OF END OF BRIDGE, 17.3 FEET BE2592'SOUTH OF CENTER OF WESTBOUND LANE AND 35.0 FEET WEST OF END OF BE2592'APPROACH SLAB. BE2592' BE2592'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF BE2592'TRANSPORTATION BRASS DISK, STAMPED---I10 78 A25 RM NO 2---, SET IN THE BE2592'DECK OF THE BRIDGE. IT IS 0.7 FOOT SOUTH OF END OF GUARDRAIL, 7.7 BE2592'FEET WEST OF END OF APPROACH SLAB AND 18.0 FEET NORTH OF CENTER OF BE2592'THE EASTBOUND LANE. BE2592 BE2592 STATION RECOVERY (1978) BE2592 BE2592'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2592'3.0 MI SW FROM MARIANNA. BE2592'THE MARK IS LOCATED AT THE INTERSECTION OF INTERSTATE ROUTE 10 AND BE2592'STATE ROAD 276, ABOUT 3.0 MILES SOUTHWEST OF MARIANNA. IT IS 43.0 BE2592'FEET NORTH OF THE CENTER OF THE EASTBOUND LANES AND 6.0 FEET EAST OF BE2592'THE EAST CONCRETE GUARDWALL BETWEEN THE EAST AND WESTBOUND BRIDGES. BE2592'THE MARK IS 5.0 FT E FROM A WITNESS POST. BE2592 BE2592 STATION RECOVERY (1988) BE2592 BE2592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 BE2592'THE STATION IS LOCATED ABOUT 4.83 KM (3.00 MI) SOUTHWEST OF MARIANNA, BE2592'AT THE INTERSECTION OF INTERSTATE HIGHWAY 10 AND STATE HIGHWAY 276 BE2592'(INTERSTATE EXIT 20), IN THE MEDIAN OF INTERSTATE HIGHWAY, ON THE BE2592'SOUTHEAST SIDE OF STATE HIGHWAY 276, IN THE NORTH CENTRAL PART OF BE2592'SECTION 18, T 4 N, R 10 W. OWNERSHIP--HIGHWAY RIGHT-OF-WAY. BE2592'TO REACH THE STATION FROM THE THE EAST END OF THE INTERSTATE HIGHWAY BE2592'10 EASTBOUND LANES BRIDGE OVER U.S. HIGHWAY 231 (INTERSTATE EXIT 19), BE2592'ABOUT 3.22 KM (2.00 MI) SOUTH OF COTTONDALE, GO EAST FOR 10.62 KM BE2592'(6.60 MI) ON INTERSTATE HIGHWAY 10 TO THE EAST END OF THE HIGHWAY BE2592'BRIDGE OVER STATE HIGHWAY 276 AND THE STATION ON LEFT. BE2592'THE STATION IS RECESSED 8 CM BELOW GROUND. LOCATED 48.92 M BE2592'(160.5 FT) WEST-NORTHWEST FROM THE SOUTHEAST END OF A METAL GUARDRAIL BE2592'IN HIGHWAY MEDIAN, 13.17 M (43.2 FT) NORTHEAST FROM THE APPROXIMATE BE2592'CENTER OF INTERSTATE HIGHWAY EASTBOUND LANES, 8.41 M (27.6 FT) BE2592'SOUTHWEST FROM THE NORTHEASTERN END OF THE SOUTHEAST CONCRETE GUARD BE2592'WALL BETWEEN HIGHWAY BRIDGES, 1.74 M (5.7 FT) SOUTH-SOUTHEAST FROM THE BE2592'SOUTHEAST EDGE OF CONCRETE GUARD WALL AND 1.71 M (5.6 FT) BE2592'SOUTH-SOUTHEAST FROM A CARSONITE WITNESS POST. BE2592'DESCRIBED BY D.F. CALLAHAN. BE2592 BE2592 STATION RECOVERY (1989) BE2592 BE2592'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE2592'RECOVERED IN GOOD CONDITION. BE2592 BE2592 STATION RECOVERY (2000) BE2592 BE2592'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 2000 BE2592'RECOVERED IN GOOD CONDITION. BE2592 BE2592 STATION RECOVERY (2001) BE2592 BE2592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2592'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2592 BE2592 STATION RECOVERY (2001) BE2592 BE2592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2592'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2592 BE2592 STATION RECOVERY (2001) BE2592 BE2592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2592'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2592 BE2592 STATION RECOVERY (2001) BE2592 BE2592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2592'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2592 BE2592 STATION RECOVERY (2001) BE2592 BE2592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2592'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2592 BE2592 STATION RECOVERY (2003) BE2592 BE2592'RECOVERY NOTE BY BANNERMAN SURVEYORS INCORPORATED 2003 (DW) BE2592'RECOVERED IN GOOD CONDITION AS DESCRIBED. BE2592' BE2592' BE2592' BE2592' 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2593 *********************************************************************** BE2593 DESIGNATION - I10 78 A25 RM 1 BE2593 PID - BE2593 BE2593 STATE/COUNTY- FL/JACKSON BE2593 USGS QUAD - COTTONDALE EAST (1994) BE2593 BE2593 *CURRENT SURVEY CONTROL BE2593 ___________________________________________________________________ BE2593* NAD 83(1990)- 30 45 11.09148(N) 085 16 19.98760(W) ADJUSTED BE2593* NAVD 88 - 56.367 (meters) 184.93 (feet) ADJUSTED BE2593 ___________________________________________________________________ BE2593 LAPLACE CORR- -1.85 (seconds) DEFLEC99 BE2593 GEOID HEIGHT- -28.05 (meters) GEOID99 BE2593 DYNAMIC HT - 56.295 (meters) 184.69 (feet) COMP BE2593 MODELED GRAV- 979,348.5 (mgal) NAVD 88 BE2593 BE2593 HORZ ORDER - SECOND BE2593 VERT ORDER - SECOND CLASS II BE2593 BE2593.The horizontal coordinates were established by classical geodetic methods BE2593.and adjusted by the National Geodetic Survey in May 1991. BE2593.No horizontal observational check was made to the station. BE2593 BE2593.The orthometric height was determined by differential leveling BE2593.and adjusted by the National Geodetic Survey in June 1991. BE2593 BE2593.The Laplace correction was computed from DEFLEC99 derived deflections. BE2593 BE2593.The geoid height was determined by GEOID99. BE2593 BE2593.The dynamic height is computed by dividing the NAVD 88 BE2593.geopotential number by the normal gravity value computed on the BE2593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2593.degrees latitude (g = 980.6199 gals.). BE2593 BE2593.The modeled gravity was interpolated from observed gravity values. BE2593 BE2593; North East Units Scale Converg. BE2593;SPC FL N - 194,580.119 526,060.995 MT 1.00000055 -0 23 17.0 BE2593;UTM 16 - 3,403,512.921 665,379.991 MT 0.99993740 +0 53 01.3 BE2593 BE2593 SUPERSEDED SURVEY CONTROL BE2593 BE2593 NAD 83(1986)- 30 45 11.10069(N) 085 16 19.99554(W) AD( ) 2 BE2593 NGVD 29 - 56.45 (m) 185.2 (f) LEVELING 3 BE2593 BE2593.Superseded values are not recommended for survey control. BE2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2593.See file dsdata.txt to determine how the superseded data were derived. BE2593 BE2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6538003513(NAD 83) BE2593_MARKER: DD = SURVEY DISK BE2593_SETTING: 36 = CONCRETE BRIDGE WALKWAY BE2593_STAMPING: I10 78 A25 RM NO 1 BE2593_MARK LOGO: FLDT BE2593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2593 BE2593 HISTORY - Date Condition Report By BE2593 HISTORY - 1978 MONUMENTED FLDT BE2593 HISTORY - 1989 GOOD USPSQD BE2593 HISTORY - 20010331 GOOD NGS BE2593 HISTORY - 20010331 GOOD NGS BE2593 HISTORY - 20010331 GOOD NGS BE2593 HISTORY - 20010331 GOOD NGS BE2593 HISTORY - 20010331 GOOD NGS BE2593 BE2593 STATION DESCRIPTION BE2593 BE2593'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2593'3.0 MI SW FROM MARIANNA. BE2593'THE MARK IS LOCATED AT THE INTERSECTION OF INTERSTATE ROUTE 10 AND BE2593'STATE ROAD 276, ABOUT 3.0 MILES SOUTHWEST OF MARIANNA. IT IS SET IN BE2593'THE TOP SOUTH CONCRETE WALKWAY OF THE WESTBOUND BRIDGE, 35.0 FEET WEST BE2593'OF THE EAST END OF THE EAST CONCRETE APPROACH SLAB TO THE BRIDGE, 17.3 BE2593'FEET SOUTH OF THE CENTER OF THE WESTBOUND LANES AND 13.0 FEET EAST OF BE2593'THE EAST END OF THE BRIDGE. BE2593 BE2593 STATION RECOVERY (1989) BE2593 BE2593'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE2593'RECOVERED IN GOOD CONDITION. BE2593 BE2593 STATION RECOVERY (2001) BE2593 BE2593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2593'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2593 BE2593 STATION RECOVERY (2001) BE2593 BE2593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2593'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2593 BE2593 STATION RECOVERY (2001) BE2593 BE2593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2593'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2593 BE2593 STATION RECOVERY (2001) BE2593 BE2593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2593'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2593 BE2593 STATION RECOVERY (2001) BE2593 BE2593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2593'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2591 *********************************************************************** BE2591 DESIGNATION - I10 78 A25 RM 2 BE2591 PID - BE2591 BE2591 STATE/COUNTY- FL/JACKSON BE2591 USGS QUAD - COTTONDALE EAST (1994) BE2591 BE2591 *CURRENT SURVEY CONTROL BE2591 ___________________________________________________________________ BE2591* NAD 83(1990)- 30 45 10.81102(N) 085 16 20.65806(W) ADJUSTED BE2591* NAVD 88 - 56.421 (meters) 185.11 (feet) ADJUSTED BE2591 ___________________________________________________________________ BE2591 LAPLACE CORR- -1.85 (seconds) DEFLEC99 BE2591 GEOID HEIGHT- -28.05 (meters) GEOID99 BE2591 DYNAMIC HT - 56.348 (meters) 184.87 (feet) COMP BE2591 MODELED GRAV- 979,348.5 (mgal) NAVD 88 BE2591 BE2591 HORZ ORDER - SECOND BE2591 VERT ORDER - SECOND CLASS II BE2591 BE2591.The horizontal coordinates were established by classical geodetic methods BE2591.and adjusted by the National Geodetic Survey in May 1991. BE2591.No horizontal observational check was made to the station. BE2591 BE2591.The orthometric height was determined by differential leveling BE2591.and adjusted by the National Geodetic Survey in June 1991. BE2591 BE2591.The Laplace correction was computed from DEFLEC99 derived deflections. BE2591 BE2591.The geoid height was determined by GEOID99. BE2591 BE2591.The dynamic height is computed by dividing the NAVD 88 BE2591.geopotential number by the normal gravity value computed on the BE2591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2591.degrees latitude (g = 980.6199 gals.). BE2591 BE2591.The modeled gravity was interpolated from observed gravity values. BE2591 BE2591; North East Units Scale Converg. BE2591;SPC FL N - 194,571.603 526,043.105 MT 1.00000053 -0 23 17.4 BE2591;UTM 16 - 3,403,504.010 665,362.295 MT 0.99993732 +0 53 00.9 BE2591 BE2591 SUPERSEDED SURVEY CONTROL BE2591 BE2591 NAD 83(1986)- 30 45 10.82022(N) 085 16 20.66600(W) AD( ) 2 BE2591 NGVD 29 - 56.51 (m) 185.4 (f) LEVELING 3 BE2591 BE2591.Superseded values are not recommended for survey control. BE2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2591.See file dsdata.txt to determine how the superseded data were derived. BE2591 BE2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6536203504(NAD 83) BE2591_MARKER: DD = SURVEY DISK BE2591_SETTING: 36 = CONCRETE BRIDGE WALKWAY BE2591_STAMPING: I10 78 A25 RM NO 2 BE2591_MARK LOGO: FLDT BE2591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2591 BE2591 HISTORY - Date Condition Report By BE2591 HISTORY - 1978 MONUMENTED FLDT BE2591 HISTORY - 20010331 GOOD NGS BE2591 HISTORY - 20010331 GOOD NGS BE2591 HISTORY - 20010331 GOOD NGS BE2591 HISTORY - 20010331 GOOD NGS BE2591 HISTORY - 20010331 GOOD NGS BE2591 BE2591 STATION DESCRIPTION BE2591 BE2591'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2591'3.0 MI SW FROM MARIANNA. BE2591'THE MARK IS LOCATED AT THE INTERSECTION OF INTERSTATE ROUTE 10 AND BE2591'STATE ROAD 276, ABOUT 3.0 MILES SOUTHWEST OF MARIANNA. IT IS SET IN BE2591'THE TOP NORTH CONCRETE WALKWAY OF THE EASTBOUND BRIDGE, 18.0 FEET BE2591'NORTH OF THE CENTER OF THE EASTBOUND LANES, 7.7 FEET WEST OF THE EAST BE2591'END OF THE CONCRETE APPROACH SLAB AND 0.7 FOOT SOUTH OF THE EAST END BE2591'OF THE NORTH CONCRETE GUARDRAIL. BE2591 BE2591 STATION RECOVERY (2001) BE2591 BE2591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2591'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2591 BE2591 STATION RECOVERY (2001) BE2591 BE2591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2591'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2591 BE2591 STATION RECOVERY (2001) BE2591 BE2591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2591'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2591 BE2591 STATION RECOVERY (2001) BE2591 BE2591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2591'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2591 BE2591 STATION RECOVERY (2001) BE2591 BE2591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2591'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2530 *********************************************************************** BE2530 DESIGNATION - I10 B 17 BE2530 PID - BE2530 BE2530 STATE/COUNTY- FL/JACKSON BE2530 USGS QUAD - ALFORD (1994) BE2530 BE2530 *CURRENT SURVEY CONTROL BE2530 ___________________________________________________________________ BE2530* NAD 83(1986)- 30 44 48. (N) 085 25 47. (W) SCALED BE2530* NAVD 88 - 46.416 (meters) 152.28 (feet) ADJUSTED BE2530 ___________________________________________________________________ BE2530 GEOID HEIGHT- -27.89 (meters) GEOID99 BE2530 DYNAMIC HT - 46.356 (meters) 152.09 (feet) COMP BE2530 MODELED GRAV- 979,355.3 (mgal) NAVD 88 BE2530 BE2530 VERT ORDER - SECOND CLASS II BE2530 BE2530.The horizontal coordinates were scaled from a topographic map and have BE2530.an estimated accuracy of +/- 6 seconds. BE2530 BE2530.The orthometric height was determined by differential leveling BE2530.and adjusted by the National Geodetic Survey in June 1991. BE2530 BE2530.The geoid height was determined by GEOID99. BE2530 BE2530.The dynamic height is computed by dividing the NAVD 88 BE2530.geopotential number by the normal gravity value computed on the BE2530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2530.degrees latitude (g = 980.6199 gals.). BE2530 BE2530.The modeled gravity was interpolated from observed gravity values. BE2530 BE2530; North East Units Estimated Accuracy BE2530;SPC FL N - 193,980. 510,980. MT (+/- 180 meters Scaled) BE2530 BE2530 SUPERSEDED SURVEY CONTROL BE2530 BE2530.No superseded survey control is available for this station. BE2530 BE2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV503025(NAD 83) BE2530_MARKER: DD = SURVEY DISK BE2530_SETTING: 30 = CONCRETE HEADWALL BE2530_STAMPING: BM I10 B17 BE2530_MARK LOGO: FLDT BE2530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY BE2530 BE2530 HISTORY - Date Condition Report By BE2530 HISTORY - 1978 MONUMENTED FLDT BE2530 HISTORY - 20010331 GOOD NGS BE2530 HISTORY - 20010331 GOOD NGS BE2530 HISTORY - 20010331 GOOD NGS BE2530 HISTORY - 20010331 GOOD NGS BE2530 HISTORY - 20010331 GOOD NGS BE2530 HISTORY - 20010331 GOOD NGS BE2530 BE2530 STATION DESCRIPTION BE2530 BE2530'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2530'5.8 MI SW FROM COTTONDALE. BE2530'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2530'3.0 MILES SOUTH OF COTTONDALE, GO WEST ON INTERSTATE ROUTE 10 FOR BE2530'ABOUT 2.8 MILES TO THE MARK. IT IS SET IN THE TOP EAST END OF THE BE2530'SOUTH CONCRETE HEADWALL OF A LARGE CULVERT UNDER THE EASTBOUND LANES, BE2530'57.5 FEET SOUTH OF THE CENTER OF THE EASTBOUND LANES AND 1.0 FOOT WEST BE2530'OF THE EAST END. BE2530'THE MARK IS 1.0 FT W FROM A WITNESS POST. BE2530 BE2530 STATION RECOVERY (2001) BE2530 BE2530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2530'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2530 BE2530 STATION RECOVERY (2001) BE2530 BE2530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2530'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2530 BE2530 STATION RECOVERY (2001) BE2530 BE2530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2530'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2530 BE2530 STATION RECOVERY (2001) BE2530 BE2530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2530'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2530 BE2530 STATION RECOVERY (2001) BE2530 BE2530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2530'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2530 BE2530 STATION RECOVERY (2001) BE2530 BE2530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2530'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2534 *********************************************************************** BE2534 DESIGNATION - I10 C 17 BE2534 PID - BE2534 BE2534 STATE/COUNTY- FL/JACKSON BE2534 USGS QUAD - ALFORD (1994) BE2534 BE2534 *CURRENT SURVEY CONTROL BE2534 ___________________________________________________________________ BE2534* NAD 83(1986)- 30 44 50. (N) 085 24 57. (W) SCALED BE2534* NAVD 88 - 53.420 (meters) 175.26 (feet) ADJUSTED BE2534 ___________________________________________________________________ BE2534 GEOID HEIGHT- -27.90 (meters) GEOID99 BE2534 DYNAMIC HT - 53.352 (meters) 175.04 (feet) COMP BE2534 MODELED GRAV- 979,355.9 (mgal) NAVD 88 BE2534 BE2534 VERT ORDER - SECOND CLASS II BE2534 BE2534.The horizontal coordinates were scaled from a topographic map and have BE2534.an estimated accuracy of +/- 6 seconds. BE2534 BE2534.The orthometric height was determined by differential leveling BE2534.and adjusted by the National Geodetic Survey in June 1991. BE2534 BE2534.The geoid height was determined by GEOID99. BE2534 BE2534.The dynamic height is computed by dividing the NAVD 88 BE2534.geopotential number by the normal gravity value computed on the BE2534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2534.degrees latitude (g = 980.6199 gals.). BE2534 BE2534.The modeled gravity was interpolated from observed gravity values. BE2534 BE2534; North East Units Estimated Accuracy BE2534;SPC FL N - 194,030. 512,310. MT (+/- 180 meters Scaled) BE2534 BE2534 SUPERSEDED SURVEY CONTROL BE2534 BE2534.No superseded survey control is available for this station. BE2534 BE2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV516026(NAD 83) BE2534_MARKER: DD = SURVEY DISK BE2534_SETTING: 36 = CONCRETE BRIDGE CURB BE2534_STAMPING: BM I10 C17 BE2534_MARK LOGO: FLDT BE2534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2534 BE2534 HISTORY - Date Condition Report By BE2534 HISTORY - 1978 MONUMENTED FLDT BE2534 HISTORY - 20010331 GOOD NGS BE2534 HISTORY - 20010331 GOOD NGS BE2534 HISTORY - 20010331 GOOD NGS BE2534 HISTORY - 20010331 GOOD NGS BE2534 HISTORY - 20010331 GOOD NGS BE2534 HISTORY - 20010331 GOOD NGS BE2534 BE2534 STATION DESCRIPTION BE2534 BE2534'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2534'5.0 MI SW FROM COTTONDALE. BE2534'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2534'3.0 MILES SOUTH OF COTTONDALE, GO WEST ON INTERSTATE ROUTE 10 FOR BE2534'ABOUT 2.0 MILES TO STATE ROAD 195 OVERPASS. IT IS SET IN THE TOP BE2534'NORTH END OF THE WEST CONCRETE CURB OF OVERPASS, 22.7 FEET WEST OF THE BE2534'CENTER OF THE ROAD AND 12.7 FEET SOUTH OF THE NORTH END OF THE WEST BE2534'CONCRETE GUARDRAIL. BE2534 BE2534 STATION RECOVERY (2001) BE2534 BE2534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2534'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2534 BE2534 STATION RECOVERY (2001) BE2534 BE2534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2534'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2534 BE2534 STATION RECOVERY (2001) BE2534 BE2534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2534'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2534 BE2534 STATION RECOVERY (2001) BE2534 BE2534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2534'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2534 BE2534 STATION RECOVERY (2001) BE2534 BE2534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2534'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2534 BE2534 STATION RECOVERY (2001) BE2534 BE2534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2534'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2538 *********************************************************************** BE2538 DESIGNATION - I10 D 17 BE2538 PID - BE2538 BE2538 STATE/COUNTY- FL/JACKSON BE2538 USGS QUAD - COTTONDALE WEST (1994) BE2538 BE2538 *CURRENT SURVEY CONTROL BE2538 ___________________________________________________________________ BE2538* NAD 83(1986)- 30 45 06. (N) 085 23 26. (W) SCALED BE2538* NAVD 88 - 45.245 (meters) 148.44 (feet) ADJUSTED BE2538 ___________________________________________________________________ BE2538 GEOID HEIGHT- -27.92 (meters) GEOID99 BE2538 DYNAMIC HT - 45.187 (meters) 148.25 (feet) COMP BE2538 MODELED GRAV- 979,356.6 (mgal) NAVD 88 BE2538 BE2538 VERT ORDER - SECOND CLASS II BE2538 BE2538.The horizontal coordinates were scaled from a topographic map and have BE2538.an estimated accuracy of +/- 6 seconds. BE2538 BE2538.The orthometric height was determined by differential leveling BE2538.and adjusted by the National Geodetic Survey in June 1991. BE2538 BE2538.The geoid height was determined by GEOID99. BE2538 BE2538.The dynamic height is computed by dividing the NAVD 88 BE2538.geopotential number by the normal gravity value computed on the BE2538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2538.degrees latitude (g = 980.6199 gals.). BE2538 BE2538.The modeled gravity was interpolated from observed gravity values. BE2538 BE2538; North East Units Estimated Accuracy BE2538;SPC FL N - 194,510. 514,730. MT (+/- 180 meters Scaled) BE2538 BE2538 SUPERSEDED SURVEY CONTROL BE2538 BE2538.No superseded survey control is available for this station. BE2538 BE2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV540031(NAD 83) BE2538_MARKER: DD = SURVEY DISK BE2538_SETTING: 30 = CONCRETE HEADWALL BE2538_STAMPING: BM I10 D17 BE2538_MARK LOGO: FLDT BE2538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY BE2538 BE2538 HISTORY - Date Condition Report By BE2538 HISTORY - 1978 MONUMENTED FLDT BE2538 HISTORY - 20010331 GOOD NGS BE2538 HISTORY - 20010331 GOOD NGS BE2538 HISTORY - 20010331 GOOD NGS BE2538 HISTORY - 20010331 GOOD NGS BE2538 HISTORY - 20010331 GOOD NGS BE2538 BE2538 STATION DESCRIPTION BE2538 BE2538'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2538'3.5 MI SOUTH FROM COTTONDALE. BE2538'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2538'3.0 MILES SOUTH OF COTTONDALE, GO WEST ON INTERSTATE ROUTE 10 FOR BE2538'ABOUT 0.5 MILE TO THE MARK. IT IS SET IN THE TOP EAST END OF THE BE2538'SOUTH CONCRETE HEADWALL OF A LARGE CULVERT UNDER THE EASTBOUND LANES, BE2538'77.0 FEET EAST SOUTHEAST OF MILE POST 129, 73.5 FEET NORTHEAST OF BE2538'POWER POLE 14 SUPPORTING A TRANSFORMER AND 45.0 FEET SOUTH OF THE BE2538'CENTER OF THE EASTBOUND LANES. BE2538'THE MARK IS 1.0 FT W FROM A WITNESS POST. BE2538 BE2538 STATION RECOVERY (2001) BE2538 BE2538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2538'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2538 BE2538 STATION RECOVERY (2001) BE2538 BE2538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2538'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2538 BE2538 STATION RECOVERY (2001) BE2538 BE2538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2538'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2538 BE2538 STATION RECOVERY (2001) BE2538 BE2538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2538'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2538 BE2538 STATION RECOVERY (2001) BE2538 BE2538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2538'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2539 *********************************************************************** BE2539 DESIGNATION - I10 E 17 BE2539 PID - BE2539 BE2539 STATE/COUNTY- FL/JACKSON BE2539 USGS QUAD - COTTONDALE WEST (1994) BE2539 BE2539 *CURRENT SURVEY CONTROL BE2539 ___________________________________________________________________ BE2539* NAD 83(1986)- 30 45 11. (N) 085 22 58. (W) SCALED BE2539* NAVD 88 - 51.551 (meters) 169.13 (feet) ADJUSTED BE2539 ___________________________________________________________________ BE2539 GEOID HEIGHT- -27.92 (meters) GEOID99 BE2539 DYNAMIC HT - 51.484 (meters) 168.91 (feet) COMP BE2539 MODELED GRAV- 979,356.7 (mgal) NAVD 88 BE2539 BE2539 VERT ORDER - SECOND CLASS II BE2539 BE2539.The horizontal coordinates were scaled from a topographic map and have BE2539.an estimated accuracy of +/- 6 seconds. BE2539 BE2539.The orthometric height was determined by differential leveling BE2539.and adjusted by the National Geodetic Survey in June 1991. BE2539 BE2539.The geoid height was determined by GEOID99. BE2539 BE2539.The dynamic height is computed by dividing the NAVD 88 BE2539.geopotential number by the normal gravity value computed on the BE2539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2539.degrees latitude (g = 980.6199 gals.). BE2539 BE2539.The modeled gravity was interpolated from observed gravity values. BE2539 BE2539; North East Units Estimated Accuracy BE2539;SPC FL N - 194,650. 515,480. MT (+/- 180 meters Scaled) BE2539 BE2539 SUPERSEDED SURVEY CONTROL BE2539 BE2539.No superseded survey control is available for this station. BE2539 BE2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV547033(NAD 83) BE2539_MARKER: DD = SURVEY DISK BE2539_SETTING: 36 = CONCRETE BRIDGE CURB BE2539_STAMPING: BM I10 E17 BE2539_MARK LOGO: FLDT BE2539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2539 BE2539 HISTORY - Date Condition Report By BE2539 HISTORY - 1978 MONUMENTED FLDT BE2539 HISTORY - 20010331 GOOD NGS BE2539 HISTORY - 20010331 GOOD NGS BE2539 HISTORY - 20010331 GOOD NGS BE2539 HISTORY - 20010331 GOOD NGS BE2539 HISTORY - 20010331 GOOD NGS BE2539 HISTORY - 20010331 GOOD NGS BE2539 BE2539 STATION DESCRIPTION BE2539 BE2539'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2539'3.0 MI SOUTH FROM COTTONDALE. BE2539'IT IS LOCATED AT THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE BE2539'ROAD 75, ABOUT 3.0 MILES SOUTH OF COTTONDALE. IT IS SET IN THE TOP BE2539'WEST END OF THE SOUTH CONCRETE CURB OF THE EASTBOUND BRIDGE, 30.6 FEET BE2539'SOUTH OF THE CENTER OF THE EASTBOUND LANES AND 11.5 FEET EAST OF THE BE2539'WEST END OF THE SOUTH CONCRETE GUARDRAIL. BE2539 BE2539 STATION RECOVERY (2001) BE2539 BE2539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2539'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2539 BE2539 STATION RECOVERY (2001) BE2539 BE2539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2539'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2539 BE2539 STATION RECOVERY (2001) BE2539 BE2539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2539'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2539 BE2539 STATION RECOVERY (2001) BE2539 BE2539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2539'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2539 BE2539 STATION RECOVERY (2001) BE2539 BE2539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2539'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2539 BE2539 STATION RECOVERY (2001) BE2539 BE2539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2539'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2543 *********************************************************************** BE2543 DESIGNATION - I10 F 17 BE2543 PID - BE2543 BE2543 STATE/COUNTY- FL/JACKSON BE2543 USGS QUAD - COTTONDALE WEST (1994) BE2543 BE2543 *CURRENT SURVEY CONTROL BE2543 ___________________________________________________________________ BE2543* NAD 83(1986)- 30 45 11. (N) 085 22 58. (W) SCALED BE2543* NAVD 88 - 51.002 (meters) 167.33 (feet) ADJUSTED BE2543 ___________________________________________________________________ BE2543 GEOID HEIGHT- -27.92 (meters) GEOID99 BE2543 DYNAMIC HT - 50.937 (meters) 167.12 (feet) COMP BE2543 MODELED GRAV- 979,356.7 (mgal) NAVD 88 BE2543 BE2543 VERT ORDER - SECOND CLASS II BE2543 BE2543.The horizontal coordinates were scaled from a topographic map and have BE2543.an estimated accuracy of +/- 6 seconds. BE2543 BE2543.The orthometric height was determined by differential leveling BE2543.and adjusted by the National Geodetic Survey in June 1991. BE2543 BE2543.The geoid height was determined by GEOID99. BE2543 BE2543.The dynamic height is computed by dividing the NAVD 88 BE2543.geopotential number by the normal gravity value computed on the BE2543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2543.degrees latitude (g = 980.6199 gals.). BE2543 BE2543.The modeled gravity was interpolated from observed gravity values. BE2543 BE2543; North East Units Estimated Accuracy BE2543;SPC FL N - 194,650. 515,480. MT (+/- 180 meters Scaled) BE2543 BE2543 SUPERSEDED SURVEY CONTROL BE2543 BE2543.No superseded survey control is available for this station. BE2543 BE2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV547033(NAD 83) BE2543_MARKER: DD = SURVEY DISK BE2543_SETTING: 36 = CONCRETE BRIDGE CURB BE2543_STAMPING: BM I10 F17 BE2543_MARK LOGO: FLDT BE2543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2543 BE2543 HISTORY - Date Condition Report By BE2543 HISTORY - 1978 MONUMENTED FLDT BE2543 HISTORY - 20010331 MARK NOT FOUND NGS BE2543 HISTORY - 20010331 MARK NOT FOUND NGS BE2543 HISTORY - 20010331 MARK NOT FOUND NGS BE2543 HISTORY - 20010331 MARK NOT FOUND NGS BE2543 HISTORY - 20010331 MARK NOT FOUND NGS BE2543 HISTORY - 20010331 MARK NOT FOUND NGS BE2543 BE2543 STATION DESCRIPTION BE2543 BE2543'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2543'3.0 MI SOUTH FROM COTTONDALE. BE2543'IT IS LOCATED AT THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE BE2543'ROAD 75, ABOUT 3.0 MILES SOUTH OF COTTONDALE. IT IS SET IN THE TOP BE2543'EAST END OF THE NORTH CONCRETE CURB OF THE WESTBOUND BRIDGE, 30.0 FEET BE2543'NORTH OF THE CENTER OF THE WESTBOUND LANES AND 15.5 FEET WEST OF THE BE2543'EAST END OF THE NORTH CONCRETE GUARDRAIL. BE2543 BE2543 STATION RECOVERY (2001) BE2543 BE2543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2543'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2543 BE2543 STATION RECOVERY (2001) BE2543 BE2543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2543'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2543 BE2543 STATION RECOVERY (2001) BE2543 BE2543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2543'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2543 BE2543 STATION RECOVERY (2001) BE2543 BE2543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2543'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2543 BE2543 STATION RECOVERY (2001) BE2543 BE2543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2543'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2543 BE2543 STATION RECOVERY (2001) BE2543 BE2543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2543'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2544 *********************************************************************** BE2544 DESIGNATION - I10 H 17 BE2544 PID - BE2544 BE2544 STATE/COUNTY- FL/JACKSON BE2544 USGS QUAD - COTTONDALE EAST (1994) BE2544 BE2544 *CURRENT SURVEY CONTROL BE2544 ___________________________________________________________________ BE2544* NAD 83(1986)- 30 45 18. (N) 085 22 11. (W) SCALED BE2544* NAVD 88 - 42.495 (meters) 139.42 (feet) ADJUSTED BE2544 ___________________________________________________________________ BE2544 GEOID HEIGHT- -27.93 (meters) GEOID99 BE2544 DYNAMIC HT - 42.440 (meters) 139.24 (feet) COMP BE2544 MODELED GRAV- 979,356.7 (mgal) NAVD 88 BE2544 BE2544 VERT ORDER - SECOND CLASS II BE2544 BE2544.The horizontal coordinates were scaled from a topographic map and have BE2544.an estimated accuracy of +/- 6 seconds. BE2544 BE2544.The orthometric height was determined by differential leveling BE2544.and adjusted by the National Geodetic Survey in June 1991. BE2544 BE2544.The geoid height was determined by GEOID99. BE2544 BE2544.The dynamic height is computed by dividing the NAVD 88 BE2544.geopotential number by the normal gravity value computed on the BE2544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2544.degrees latitude (g = 980.6199 gals.). BE2544 BE2544.The modeled gravity was interpolated from observed gravity values. BE2544 BE2544; North East Units Estimated Accuracy BE2544;SPC FL N - 194,860. 516,730. MT (+/- 180 meters Scaled) BE2544 BE2544 SUPERSEDED SURVEY CONTROL BE2544 BE2544.No superseded survey control is available for this station. BE2544 BE2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV560035(NAD 83) BE2544_MARKER: DD = SURVEY DISK BE2544_SETTING: 30 = CONCRETE HEADWALL BE2544_STAMPING: BM I10 H17 BE2544_MARK LOGO: FLDT BE2544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY BE2544 BE2544 HISTORY - Date Condition Report By BE2544 HISTORY - 1978 MONUMENTED FLDT BE2544 HISTORY - 20010331 GOOD NGS BE2544 HISTORY - 20010331 GOOD NGS BE2544 HISTORY - 20010331 GOOD NGS BE2544 HISTORY - 20010331 GOOD NGS BE2544 HISTORY - 20010331 GOOD NGS BE2544 HISTORY - 20010331 GOOD NGS BE2544 BE2544 STATION DESCRIPTION BE2544 BE2544'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2544'3.8 MI SOUTH FROM COTTONDALE. BE2544'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 75, ABOUT BE2544'3.0 MILES SOUTH OF COTTONDALE, GO EAST ON INTERSTATE ROUTE 10 FOR BE2544'ABOUT 0.75 MILE TO THE MARK. IT IS SET IN THE TOP WEST END OF THE BE2544'SOUTH CONCRETE HEADWALL OF A LARGE CULVERT UNDER THE EASTBOUND LANES, BE2544'53.0 FEET SOUTH OF THE CENTER OF THE EASTBOUND LANES. BE2544'THE MARK IS 1.0 FT E FROM A WITNESS POST. BE2544 BE2544 STATION RECOVERY (2001) BE2544 BE2544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2544'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2544 BE2544 STATION RECOVERY (2001) BE2544 BE2544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2544'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2544 BE2544 STATION RECOVERY (2001) BE2544 BE2544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2544'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2544 BE2544 STATION RECOVERY (2001) BE2544 BE2544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2544'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2544 BE2544 STATION RECOVERY (2001) BE2544 BE2544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2544'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2544 BE2544 STATION RECOVERY (2001) BE2544 BE2544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2544'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2589 *********************************************************************** BE2589 DESIGNATION - I10 J 17 BE2589 PID - BE2589 BE2589 STATE/COUNTY- FL/JACKSON BE2589 USGS QUAD - COTTONDALE EAST (1994) BE2589 BE2589 *CURRENT SURVEY CONTROL BE2589 ___________________________________________________________________ BE2589* NAD 83(1986)- 30 45 25. (N) 085 16 50. (W) SCALED BE2589* NAVD 88 - 60.799 (meters) 199.47 (feet) ADJUSTED BE2589 ___________________________________________________________________ BE2589 GEOID HEIGHT- -28.04 (meters) GEOID99 BE2589 DYNAMIC HT - 60.721 (meters) 199.22 (feet) COMP BE2589 MODELED GRAV- 979,349.9 (mgal) NAVD 88 BE2589 BE2589 VERT ORDER - SECOND CLASS II BE2589 BE2589.The horizontal coordinates were scaled from a topographic map and have BE2589.an estimated accuracy of +/- 6 seconds. BE2589 BE2589.The orthometric height was determined by differential leveling BE2589.and adjusted by the National Geodetic Survey in June 1991. BE2589 BE2589.The geoid height was determined by GEOID99. BE2589 BE2589.The dynamic height is computed by dividing the NAVD 88 BE2589.geopotential number by the normal gravity value computed on the BE2589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2589.degrees latitude (g = 980.6199 gals.). BE2589 BE2589.The modeled gravity was interpolated from observed gravity values. BE2589 BE2589; North East Units Estimated Accuracy BE2589;SPC FL N - 195,010. 525,270. MT (+/- 180 meters Scaled) BE2589 BE2589 SUPERSEDED SURVEY CONTROL BE2589 BE2589.No superseded survey control is available for this station. BE2589 BE2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV645039(NAD 83) BE2589_MARKER: DD = SURVEY DISK BE2589_SETTING: 36 = CONCRETE GUARDRAIL BE2589_STAMPING: BM I10 J17 BE2589_MARK LOGO: FLDT BE2589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2589 BE2589 HISTORY - Date Condition Report By BE2589 HISTORY - 1978 MONUMENTED FLDT BE2589 HISTORY - 20010331 GOOD NGS BE2589 HISTORY - 20010331 GOOD NGS BE2589 HISTORY - 20010331 GOOD NGS BE2589 HISTORY - 20010331 GOOD NGS BE2589 HISTORY - 20010331 GOOD NGS BE2589 BE2589 STATION DESCRIPTION BE2589 BE2589'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2589'3.6 MI SW FROM MARIANNA. BE2589'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 276, ABOUT BE2589'3.0 MILES SOUTHWEST OF MARIANNA, GO WEST ON INTERSTATE ROUTE 10 FOR BE2589'ABOUT 0.6 MILE TO AN OVERPASS AND THE MARK. IT IS SET IN THE TOP BE2589'SOUTH END OF THE EAST CONCRETE GUARDRAIL OF THE OVERPASS, 19.5 FEET BE2589'EAST OF THE CENTER OF THE ROAD AND 1.0 FOOT NORTH OF THE SOUTH END OF BE2589'THE GUARDRAIL. BE2589 BE2589 STATION RECOVERY (2001) BE2589 BE2589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2589'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2589 BE2589 STATION RECOVERY (2001) BE2589 BE2589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2589'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2589 BE2589 STATION RECOVERY (2001) BE2589 BE2589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2589'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2589 BE2589 STATION RECOVERY (2001) BE2589 BE2589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2589'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2589 BE2589 STATION RECOVERY (2001) BE2589 BE2589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2589'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2590 *********************************************************************** BE2590 DESIGNATION - I10 K 17 BE2590 PID - BE2590 BE2590 STATE/COUNTY- FL/JACKSON BE2590 USGS QUAD - COTTONDALE EAST (1994) BE2590 BE2590 *CURRENT SURVEY CONTROL BE2590 ___________________________________________________________________ BE2590* NAD 83(1986)- 30 45 11. (N) 085 16 20. (W) SCALED BE2590* NAVD 88 - 56.906 (meters) 186.70 (feet) ADJUSTED BE2590 ___________________________________________________________________ BE2590 GEOID HEIGHT- -28.05 (meters) GEOID99 BE2590 DYNAMIC HT - 56.832 (meters) 186.46 (feet) COMP BE2590 MODELED GRAV- 979,348.5 (mgal) NAVD 88 BE2590 BE2590 VERT ORDER - SECOND CLASS II BE2590 BE2590.The horizontal coordinates were scaled from a topographic map and have BE2590.an estimated accuracy of +/- 6 seconds. BE2590 BE2590.The orthometric height was determined by differential leveling BE2590.and adjusted by the National Geodetic Survey in June 1991. BE2590 BE2590.The geoid height was determined by GEOID99. BE2590 BE2590.The dynamic height is computed by dividing the NAVD 88 BE2590.geopotential number by the normal gravity value computed on the BE2590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2590.degrees latitude (g = 980.6199 gals.). BE2590 BE2590.The modeled gravity was interpolated from observed gravity values. BE2590 BE2590; North East Units Estimated Accuracy BE2590;SPC FL N - 194,580. 526,060. MT (+/- 180 meters Scaled) BE2590 BE2590 SUPERSEDED SURVEY CONTROL BE2590 BE2590.No superseded survey control is available for this station. BE2590 BE2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV653035(NAD 83) BE2590_MARKER: DD = SURVEY DISK BE2590_SETTING: 36 = CONCRETE GUARDRAIL BE2590_STAMPING: BM I10 K17 BE2590_MARK LOGO: FLDT BE2590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2590 BE2590 HISTORY - Date Condition Report By BE2590 HISTORY - 1978 MONUMENTED FLDT BE2590 HISTORY - 20010331 GOOD NGS BE2590 HISTORY - 20010331 GOOD NGS BE2590 HISTORY - 20010331 GOOD NGS BE2590 HISTORY - 20010331 GOOD NGS BE2590 HISTORY - 20010331 GOOD NGS BE2590 BE2590 STATION DESCRIPTION BE2590 BE2590'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2590'3.0 MI SW FROM MARIANNA. BE2590'THE MARK IS LOCATED AT THE INTERSECTION OF INTERSTATE ROUTE 10 AND BE2590'STATE ROAD 276, ABOUT 3.0 MILES SOUTHWEST OF MARIANNA. IT IS SET IN BE2590'THE TOP NORTHWEST END OF THE SOUTHWEST CONCRETE GUARDRAIL OF THE BE2590'EASTBOUND BRIDGE, 23.0 FEET SOUTH SOUTHWEST OF THE CENTER OF THE BE2590'EASTBOUND LANES. BE2590 BE2590 STATION RECOVERY (2001) BE2590 BE2590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2590'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2590 BE2590 STATION RECOVERY (2001) BE2590 BE2590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2590'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2590 BE2590 STATION RECOVERY (2001) BE2590 BE2590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2590'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2590 BE2590 STATION RECOVERY (2001) BE2590 BE2590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2590'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2590 BE2590 STATION RECOVERY (2001) BE2590 BE2590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2590'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE2594 *********************************************************************** BE2594 DESIGNATION - I10 L 17 BE2594 PID - BE2594 BE2594 STATE/COUNTY- FL/JACKSON BE2594 USGS QUAD - COTTONDALE EAST (1994) BE2594 BE2594 *CURRENT SURVEY CONTROL BE2594 ___________________________________________________________________ BE2594* NAD 83(1986)- 30 45 11. (N) 085 16 20. (W) SCALED BE2594* NAVD 88 - 56.897 (meters) 186.67 (feet) ADJUSTED BE2594 ___________________________________________________________________ BE2594 GEOID HEIGHT- -28.05 (meters) GEOID99 BE2594 DYNAMIC HT - 56.823 (meters) 186.43 (feet) COMP BE2594 MODELED GRAV- 979,348.5 (mgal) NAVD 88 BE2594 BE2594 VERT ORDER - SECOND CLASS II BE2594 BE2594.The horizontal coordinates were scaled from a topographic map and have BE2594.an estimated accuracy of +/- 6 seconds. BE2594 BE2594.The orthometric height was determined by differential leveling BE2594.and adjusted by the National Geodetic Survey in June 1991. BE2594 BE2594.The geoid height was determined by GEOID99. BE2594 BE2594.The dynamic height is computed by dividing the NAVD 88 BE2594.geopotential number by the normal gravity value computed on the BE2594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2594.degrees latitude (g = 980.6199 gals.). BE2594 BE2594.The modeled gravity was interpolated from observed gravity values. BE2594 BE2594; North East Units Estimated Accuracy BE2594;SPC FL N - 194,580. 526,060. MT (+/- 180 meters Scaled) BE2594 BE2594 SUPERSEDED SURVEY CONTROL BE2594 BE2594.No superseded survey control is available for this station. BE2594 BE2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV653035(NAD 83) BE2594_MARKER: DD = SURVEY DISK BE2594_SETTING: 36 = CONCRETE GUARDRAIL BE2594_STAMPING: BM I10 L17 BE2594_MARK LOGO: FLDT BE2594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2594 BE2594 HISTORY - Date Condition Report By BE2594 HISTORY - 1978 MONUMENTED FLDT BE2594 HISTORY - 1989 GOOD USPSQD BE2594 HISTORY - 20010331 GOOD NGS BE2594 HISTORY - 20010331 GOOD NGS BE2594 HISTORY - 20010331 GOOD NGS BE2594 HISTORY - 20010331 GOOD NGS BE2594 HISTORY - 20010331 GOOD NGS BE2594 BE2594 STATION DESCRIPTION BE2594 BE2594'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE2594'3.0 MI SW FROM MARIANNA. BE2594'THE MARK IS LOCATED AT THE INTERSECTION OF INTERSTATE ROUTE 10 AND BE2594'STATE ROAD 276, ABOUT 3.0 MILES SOUTHWEST OF MARIANNA. IT IS SET IN BE2594'THE TOP SOUTHEAST END OF THE NORTHEAST CONCRETE GUARDRAIL OF THE BE2594'WESTBOUND BRIDGE, 23.0 FEET NORTH NORTHEAST OF THE CENTER OF THE BE2594'WESTBOUND LANES. BE2594 BE2594 STATION RECOVERY (1989) BE2594 BE2594'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE2594'RECOVERED IN GOOD CONDITION. BE2594 BE2594 STATION RECOVERY (2001) BE2594 BE2594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2594'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2594 BE2594 STATION RECOVERY (2001) BE2594 BE2594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2594'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2594 BE2594 STATION RECOVERY (2001) BE2594 BE2594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2594'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2594 BE2594 STATION RECOVERY (2001) BE2594 BE2594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2594'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2594 BE2594 STATION RECOVERY (2001) BE2594 BE2594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2594'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0416 *********************************************************************** BE0416 DESIGNATION - J 129 BE0416 PID - BE0416 BE0416 STATE/COUNTY- FL/JACKSON BE0416 USGS QUAD - FAIRCHILD (1994) BE0416 BE0416 *CURRENT SURVEY CONTROL BE0416 ___________________________________________________________________ BE0416* NAD 83(1986)- 30 48 15. (N) 084 58 33. (W) SCALED BE0416* NAVD 88 - 28.455 (meters) 93.36 (feet) ADJUSTED BE0416 ___________________________________________________________________ BE0416 GEOID HEIGHT- -28.20 (meters) GEOID99 BE0416 DYNAMIC HT - 28.418 (meters) 93.23 (feet) COMP BE0416 MODELED GRAV- 979,342.6 (mgal) NAVD 88 BE0416 BE0416 VERT ORDER - SECOND CLASS 0 BE0416 BE0416.The horizontal coordinates were scaled from a topographic map and have BE0416.an estimated accuracy of +/- 6 seconds. BE0416 BE0416.The orthometric height was determined by differential leveling BE0416.and adjusted by the National Geodetic Survey in June 1991. BE0416 BE0416.The geoid height was determined by GEOID99. BE0416 BE0416.The dynamic height is computed by dividing the NAVD 88 BE0416.geopotential number by the normal gravity value computed on the BE0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0416.degrees latitude (g = 980.6199 gals.). BE0416 BE0416.The modeled gravity was interpolated from observed gravity values. BE0416 BE0416; North East Units Estimated Accuracy BE0416;SPC FL N - 200,090. 554,460. MT (+/- 180 meters Scaled) BE0416 BE0416 SUPERSEDED SURVEY CONTROL BE0416 BE0416 NGVD 29 - 28.590 (m) 93.80 (f) ADJ UNCH 2 0 BE0416 BE0416.Superseded values are not recommended for survey control. BE0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0416.See file dsdata.txt to determine how the superseded data were derived. BE0416 BE0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV936096(NAD 83) BE0416_MARKER: DB = BENCH MARK DISK BE0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0416_STAMPING: J 129 1952 BE0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0416+STABILITY: SURFACE MOTION BE0416 BE0416 HISTORY - Date Condition Report By BE0416 HISTORY - 1952 MONUMENTED CGS BE0416 HISTORY - 19970715 GOOD USPSQD BE0416 HISTORY - 20010331 GOOD NGS BE0416 HISTORY - 20010331 GOOD NGS BE0416 HISTORY - 20010331 GOOD NGS BE0416 HISTORY - 20010331 GOOD NGS BE0416 HISTORY - 20010331 GOOD NGS BE0416 BE0416 STATION DESCRIPTION BE0416 BE0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 BE0416'9.6 MI NE FROM GRAND RIDGE. BE0416'ABOUT 6.1 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION BE0416'OF U.S. HIGHWAY 90 AT GRAND RIDGE THENCE 3.5 MILES EAST ALONG BE0416'A GRADED ROAD, AT THE JUNCTION OF A GRADED ROAD NORTH, 37 FEET BE0416'NORTH OF THE CENTER LINE OF THE MAIN ROAD, 61 FEET EAST OF THE BE0416'CENTER LINE OF THE ROAD NORTH, 88 FEET NORTHEAST AND ACROSS BE0416'THE MAIN ROAD FROM A POWER POLE WITH A TRANSFORMER, 74 FEET BE0416'NORTHEAST OF THE CENTER OF THE INTERSECTION OF THE TWO ROADS, BE0416'24 FEET SOUTH OF THE SOUTHWEST CORNER OF AN ABANDONED SHACK, BE0416'1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE BE0416'THE LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING BE0416'3 INCHES. BE0416 BE0416 STATION RECOVERY (1997) BE0416 BE0416'RECOVERY NOTE BY US POWER SQUADRON 1997 BE0416'RECOVERED IN GOOD CONDITION. BE0416 BE0416 STATION RECOVERY (2001) BE0416 BE0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0416'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0416 BE0416 STATION RECOVERY (2001) BE0416 BE0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0416'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0416 BE0416 STATION RECOVERY (2001) BE0416 BE0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0416'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0416 BE0416 STATION RECOVERY (2001) BE0416 BE0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0416'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0416 BE0416 STATION RECOVERY (2001) BE0416 BE0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0416'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE1912 *********************************************************************** BE1912 DESIGNATION - J 394 BE1912 PID - BE1912 BE1912 STATE/COUNTY- FL/JACKSON BE1912 USGS QUAD - CAMPBELLTON (1993) BE1912 BE1912 *CURRENT SURVEY CONTROL BE1912 ___________________________________________________________________ BE1912* NAD 83(1986)- 30 57 55. (N) 085 24 23. (W) SCALED BE1912* NAVD 88 - 44.328 (meters) 145.43 (feet) ADJUSTED BE1912 ___________________________________________________________________ BE1912 GEOID HEIGHT- -27.71 (meters) GEOID99 BE1912 DYNAMIC HT - 44.272 (meters) 145.25 (feet) COMP BE1912 MODELED GRAV- 979,371.2 (mgal) NAVD 88 BE1912 BE1912 VERT ORDER - FIRST CLASS II BE1912 BE1912.The horizontal coordinates were scaled from a topographic map and have BE1912.an estimated accuracy of +/- 6 seconds. BE1912 BE1912.The orthometric height was determined by differential leveling BE1912.and adjusted by the National Geodetic Survey in June 1991. BE1912 BE1912.The geoid height was determined by GEOID99. BE1912 BE1912.The dynamic height is computed by dividing the NAVD 88 BE1912.geopotential number by the normal gravity value computed on the BE1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE1912.degrees latitude (g = 980.6199 gals.). BE1912 BE1912.The modeled gravity was interpolated from observed gravity values. BE1912 BE1912; North East Units Estimated Accuracy BE1912;SPC FL N - 218,200. 513,400. MT (+/- 180 meters Scaled) BE1912 BE1912 SUPERSEDED SURVEY CONTROL BE1912 BE1912.No superseded survey control is available for this station. BE1912 BE1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV522268(NAD 83) BE1912_MARKER: I = METAL ROD BE1912_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) BE1912_STAMPING: J 394 1981 BE1912_MARK LOGO: NGS BE1912_PROJECTION: FLUSH BE1912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE1912_ROD/PIPE-DEPTH: 9.80 meters BE1912 BE1912 HISTORY - Date Condition Report By BE1912 HISTORY - 1981 MONUMENTED NGS BE1912 HISTORY - 1989 GOOD USPSQD BE1912 HISTORY - 20010331 GOOD NGS BE1912 HISTORY - 20010331 GOOD NGS BE1912 HISTORY - 20010331 GOOD NGS BE1912 HISTORY - 20010331 GOOD NGS BE1912 BE1912 STATION DESCRIPTION BE1912 BE1912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 BE1912'1.7 KM (1.05 MI) NORTH FROM CAMPBELLTON. BE1912'1.7 KILOMETERS (1.05 MILES) NORTH ALONG U.S. HIGHWAY 231 FROM THE BE1912'POST OFFICE IN CAMPBELLTON TO THE MARK ON THE RIGHT, 17.99 METERS BE1912'(59.0 FEET) EAST-NORTHEAST OF THE CENTER LINE OF THE NORTHBOUND BE1912'LANE, 0.55 METER (1.8 FEET) WEST-SOUTHWEST OF A UTILITY POLE BE1912'AND 0.55 METER (1.8 FEET) SOUTH-SOUTHEAST OF A METAL WITNESS POST. BE1912'THE MARK IS 0.40 METERS NNW FROM A WITNESS POST. BE1912'THE MARK IS 1.0 M ABOVE THE HIGHWAY. BE1912 BE1912 STATION RECOVERY (1989) BE1912 BE1912'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE1912'RECOVERED IN GOOD CONDITION. BE1912 BE1912 STATION RECOVERY (2001) BE1912 BE1912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1912'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1912 BE1912 STATION RECOVERY (2001) BE1912 BE1912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1912'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1912 BE1912 STATION RECOVERY (2001) BE1912 BE1912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1912'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1912 BE1912 STATION RECOVERY (2001) BE1912 BE1912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1912'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0346 *********************************************************************** BE0346 DESIGNATION - J 89 BE0346 PID - BE0346 BE0346 STATE/COUNTY- FL/JACKSON BE0346 USGS QUAD - ALFORD (1994) BE0346 BE0346 *CURRENT SURVEY CONTROL BE0346 ___________________________________________________________________ BE0346* NAD 83(1986)- 30 40 41. (N) 085 23 39. (W) SCALED BE0346* NAVD 88 - 50.502 (meters) 165.69 (feet) ADJUSTED BE0346 ___________________________________________________________________ BE0346 GEOID HEIGHT- -27.96 (meters) GEOID99 BE0346 DYNAMIC HT - 50.437 (meters) 165.48 (feet) COMP BE0346 MODELED GRAV- 979,347.4 (mgal) NAVD 88 BE0346 BE0346 VERT ORDER - SECOND CLASS 0 BE0346 BE0346.The horizontal coordinates were scaled from a topographic map and have BE0346.an estimated accuracy of +/- 6 seconds. BE0346 BE0346.The orthometric height was determined by differential leveling BE0346.and adjusted by the National Geodetic Survey in June 1991. BE0346 BE0346.The geoid height was determined by GEOID99. BE0346 BE0346.The dynamic height is computed by dividing the NAVD 88 BE0346.geopotential number by the normal gravity value computed on the BE0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0346.degrees latitude (g = 980.6199 gals.). BE0346 BE0346.The modeled gravity was interpolated from observed gravity values. BE0346 BE0346; North East Units Estimated Accuracy BE0346;SPC FL N - 186,350. 514,320. MT (+/- 180 meters Scaled) BE0346 BE0346 SUPERSEDED SURVEY CONTROL BE0346 BE0346 NGVD 29 - 50.632 (m) 166.12 (f) ADJ UNCH 2 0 BE0346 BE0346.Superseded values are not recommended for survey control. BE0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0346.See file dsdata.txt to determine how the superseded data were derived. BE0346 BE0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU538950(NAD 83) BE0346_MARKER: DB = BENCH MARK DISK BE0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0346_STAMPING: J 89 1935 BE0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0346+STABILITY: SURFACE MOTION BE0346 BE0346 HISTORY - Date Condition Report By BE0346 HISTORY - 1935 MONUMENTED CGS BE0346 HISTORY - 1959 GOOD NGS BE0346 HISTORY - 1961 GOOD NGS BE0346 HISTORY - 19910508 GOOD USPSQD BE0346 HISTORY - 20010331 GOOD NGS BE0346 HISTORY - 20010331 GOOD NGS BE0346 HISTORY - 20010331 GOOD NGS BE0346 HISTORY - 20010331 GOOD NGS BE0346 HISTORY - 20010331 GOOD NGS BE0346 BE0346 STATION DESCRIPTION BE0346 BE0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 BE0346'3 MI S FROM ALFORD. BE0346'3.0 MILES SOUTH ALONG THE ATLANTA AND SAINT ANDREWS BAY RAILROAD BE0346'FROM THE POST OFFICE AT ALFORD, 1.7 MILES NORTH OF ROUND LAKE, BE0346'205 YARDS NORTH OF MILEPOST P 43 D 39, 65 FT. SOUTHWEST OF THE BE0346'CENTER OF A DIRT ROAD CROSSING, 46 FT. WEST OF THE WEST RAIL, BE0346'129 FT. WEST OF THE CENTER LINE OF U.S. HIGHWAY 231, 36 FT. BE0346'SOUTH OF THE CENTER LINE OF A DIRT ROAD, 28 FT. SOUTH OF A BE0346'FENCE CORNER, 0.8 FT. EAST OF A FENCE, SET IN THE TOP OF A BE0346'CONCRETE POST WHICH PROJECTS 0.4 FT. ABOVE THE GROUND. BE0346 BE0346 STATION RECOVERY (1961) BE0346 BE0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961 BE0346'RECOVERED IN GOOD CONDITION. BE0346 BE0346 STATION RECOVERY (1991) BE0346 BE0346'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE0346'RECOVERED IN GOOD CONDITION. BE0346 BE0346 STATION RECOVERY (2001) BE0346 BE0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0346'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0346 BE0346 STATION RECOVERY (2001) BE0346 BE0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0346'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0346 BE0346 STATION RECOVERY (2001) BE0346 BE0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0346'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0346 BE0346 STATION RECOVERY (2001) BE0346 BE0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0346'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0346 BE0346 STATION RECOVERY (2001) BE0346 BE0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0346'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0133 *********************************************************************** BE0133 DESIGNATION - K 126 BE0133 PID - BE0133 BE0133 STATE/COUNTY- FL/JACKSON BE0133 USGS QUAD - SILLS (1994) BE0133 BE0133 *CURRENT SURVEY CONTROL BE0133 ___________________________________________________________________ BE0133* NAD 83(1986)- 30 56 47. (N) 085 15 54. (W) SCALED BE0133* NAVD 88 - 31.556 (meters) 103.53 (feet) ADJUSTED BE0133 ___________________________________________________________________ BE0133 GEOID HEIGHT- -27.85 (meters) GEOID99 BE0133 DYNAMIC HT - 31.516 (meters) 103.40 (feet) COMP BE0133 MODELED GRAV- 979,368.9 (mgal) NAVD 88 BE0133 BE0133 VERT ORDER - SECOND CLASS 0 BE0133 BE0133.The horizontal coordinates were scaled from a topographic map and have BE0133.an estimated accuracy of +/- 6 seconds. BE0133 BE0133.The orthometric height was determined by differential leveling BE0133.and adjusted by the National Geodetic Survey in June 1991. BE0133 BE0133.The geoid height was determined by GEOID99. BE0133 BE0133.The dynamic height is computed by dividing the NAVD 88 BE0133.geopotential number by the normal gravity value computed on the BE0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0133.degrees latitude (g = 980.6199 gals.). BE0133 BE0133.The modeled gravity was interpolated from observed gravity values. BE0133 BE0133; North East Units Estimated Accuracy BE0133;SPC FL N - 216,010. 526,900. MT (+/- 180 meters Scaled) BE0133 BE0133 SUPERSEDED SURVEY CONTROL BE0133 BE0133 NGVD 29 - 31.673 (m) 103.91 (f) ADJ UNCH 2 0 BE0133 BE0133.Superseded values are not recommended for survey control. BE0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0133.See file dsdata.txt to determine how the superseded data were derived. BE0133 BE0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV657249(NAD 83) BE0133_MARKER: DB = BENCH MARK DISK BE0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0133_STAMPING: K 126 1952 BE0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0133+STABILITY: SURFACE MOTION BE0133 BE0133 HISTORY - Date Condition Report By BE0133 HISTORY - 1952 MONUMENTED CGS BE0133 HISTORY - 1983 GOOD NGS BE0133 HISTORY - 1989 GOOD USPSQD BE0133 HISTORY - 20010331 GOOD NGS BE0133 HISTORY - 20010331 GOOD NGS BE0133 HISTORY - 20010331 GOOD NGS BE0133 BE0133 STATION DESCRIPTION BE0133 BE0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 BE0133'6.3 MI W FROM MALONE. BE0133'ABOUT 6.3 MILES WEST ALONG STATE HIGHWAY 2 FROM THE INTERSECTION BE0133'OF STATE HIGHWAY 71 AT MALONE, ABOUT 0.4 MILE WEST OF WEST END OF BE0133'BRIDGE OVER COWARTS CREEK, 51 FEET SOUTH OF CENTER LINE OF BE0133'HIGHWAY, 123 1/2 FEET EAST OF POWER POLE NO. 230, 22 1/2 FEET BE0133'EAST OF A HIGHWAY R/W POST, 1 1/2 FEET EAST OF A WHITE WOODEN BE0133'WITNESS POST, ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY AND SET BE0133'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. BE0133 BE0133 STATION RECOVERY (1983) BE0133 BE0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 BE0133'RECOVERED IN GOOD CONDITION. BE0133 BE0133 STATION RECOVERY (1989) BE0133 BE0133'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0133'RECOVERED IN GOOD CONDITION. BE0133 BE0133 STATION RECOVERY (2001) BE0133 BE0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0133'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0133 BE0133 STATION RECOVERY (2001) BE0133 BE0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0133'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0133 BE0133 STATION RECOVERY (2001) BE0133 BE0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0133'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0343 *********************************************************************** BE0343 DESIGNATION - K 128 BE0343 PID - BE0343 BE0343 STATE/COUNTY- FL/JACKSON BE0343 USGS QUAD - DELLWOOD (1994) BE0343 BE0343 *CURRENT SURVEY CONTROL BE0343 ___________________________________________________________________ BE0343* NAD 83(1986)- 30 45 06. (N) 085 01 10. (W) SCALED BE0343* NAVD 88 - 39.557 (meters) 129.78 (feet) ADJUSTED BE0343 ___________________________________________________________________ BE0343 GEOID HEIGHT- -28.27 (meters) GEOID99 BE0343 DYNAMIC HT - 39.505 (meters) 129.61 (feet) COMP BE0343 MODELED GRAV- 979,334.1 (mgal) NAVD 88 BE0343 BE0343 VERT ORDER - SECOND CLASS 0 BE0343 BE0343.The horizontal coordinates were scaled from a topographic map and have BE0343.an estimated accuracy of +/- 6 seconds. BE0343 BE0343.The orthometric height was determined by differential leveling BE0343.and adjusted by the National Geodetic Survey in June 1991. BE0343 BE0343.The geoid height was determined by GEOID99. BE0343 BE0343.The dynamic height is computed by dividing the NAVD 88 BE0343.geopotential number by the normal gravity value computed on the BE0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0343.degrees latitude (g = 980.6199 gals.). BE0343 BE0343.The modeled gravity was interpolated from observed gravity values. BE0343 BE0343; North East Units Estimated Accuracy BE0343;SPC FL N - 194,290. 550,260. MT (+/- 180 meters Scaled) BE0343 BE0343 SUPERSEDED SURVEY CONTROL BE0343 BE0343 NGVD 29 - 39.689 (m) 130.21 (f) ADJ UNCH 2 0 BE0343 BE0343.Superseded values are not recommended for survey control. BE0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0343.See file dsdata.txt to determine how the superseded data were derived. BE0343 BE0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV895037(NAD 83) BE0343_MARKER: DB = BENCH MARK DISK BE0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0343_STAMPING: K 128 1952 BE0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0343+STABILITY: SURFACE MOTION BE0343 BE0343 HISTORY - Date Condition Report By BE0343 HISTORY - 1952 MONUMENTED CGS BE0343 HISTORY - 1960 GOOD NGS BE0343 HISTORY - 1979 GOOD NGS BE0343 HISTORY - 1989 GOOD USPSQD BE0343 HISTORY - 19970715 GOOD USPSQD BE0343 HISTORY - 20010331 GOOD NGS BE0343 HISTORY - 20010331 GOOD NGS BE0343 HISTORY - 20010331 GOOD NGS BE0343 HISTORY - 20010331 GOOD NGS BE0343 HISTORY - 20010331 GOOD NGS BE0343 HISTORY - 20010331 GOOD NGS BE0343 BE0343 STATION DESCRIPTION BE0343 BE0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 BE0343'2.3 MI N FROM GRAND RIDGE. BE0343'2.3 MILES NORTH ALONG STATE HIGHWAY 69 FROM ITS JUNCTION WITH U.S. BE0343'HIGHWAY 90 AT GRAND RIDGE, AT AN INTERSECTION WITH AN EAST AND BE0343'WEST GRADED DIRT ROAD, 51 FT. EAST OF THE CENTER LINE OF THE BE0343'HIGHWAY, 40 FT. SOUTH OF THE CENTER LINE OF THE GRADED DIRT BE0343'ROAD, 59 FT. SOUTH OF POWER POLE R8A32, 82 FT. NORTH OF TELEPHONE BE0343'POLE 59-, 23 FT. SOUTH OF A FENCE CORNER, 1 FT. WEST OF A FENCE, BE0343'1.5 FT. NORTH OF A STEEL WITNESS POST, SET IN THE TOP OF A BE0343'CONCRETE POST WHICH PROJECTS 0.3 FT. ABOVE THE GROUND. BE0343 BE0343 STATION RECOVERY (1979) BE0343 BE0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 BE0343'RECOVERED IN GOOD CONDITION. BE0343 BE0343 STATION RECOVERY (1989) BE0343 BE0343'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0343'RECOVERED IN GOOD CONDITION. BE0343 BE0343 STATION RECOVERY (1997) BE0343 BE0343'RECOVERY NOTE BY US POWER SQUADRON 1997 BE0343'RECOVERED IN GOOD CONDITION. BE0343 BE0343 STATION RECOVERY (2001) BE0343 BE0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0343'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0343 BE0343 STATION RECOVERY (2001) BE0343 BE0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0343'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0343 BE0343 STATION RECOVERY (2001) BE0343 BE0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0343'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0343 BE0343 STATION RECOVERY (2001) BE0343 BE0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0343'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0343 BE0343 STATION RECOVERY (2001) BE0343 BE0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0343'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0343 BE0343 STATION RECOVERY (2001) BE0343 BE0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0343'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0417 *********************************************************************** BE0417 DESIGNATION - K 129 BE0417 PID - BE0417 BE0417 STATE/COUNTY- FL/JACKSON BE0417 USGS QUAD - FAIRCHILD (1994) BE0417 BE0417 *CURRENT SURVEY CONTROL BE0417 ___________________________________________________________________ BE0417* NAD 83(1986)- 30 47 59. (N) 084 57 31. (W) SCALED BE0417* NAVD 88 - 27.709 (meters) 90.91 (feet) ADJUSTED BE0417 ___________________________________________________________________ BE0417 GEOID HEIGHT- -28.20 (meters) GEOID99 BE0417 DYNAMIC HT - 27.673 (meters) 90.79 (feet) COMP BE0417 MODELED GRAV- 979,342.6 (mgal) NAVD 88 BE0417 BE0417 VERT ORDER - SECOND CLASS 0 BE0417 BE0417.The horizontal coordinates were scaled from a topographic map and have BE0417.an estimated accuracy of +/- 6 seconds. BE0417 BE0417.The orthometric height was determined by differential leveling BE0417.and adjusted by the National Geodetic Survey in June 1991. BE0417 BE0417.The geoid height was determined by GEOID99. BE0417 BE0417.The dynamic height is computed by dividing the NAVD 88 BE0417.geopotential number by the normal gravity value computed on the BE0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0417.degrees latitude (g = 980.6199 gals.). BE0417 BE0417.The modeled gravity was interpolated from observed gravity values. BE0417 BE0417; North East Units Estimated Accuracy BE0417;SPC FL N - 199,590. 556,110. MT (+/- 180 meters Scaled) BE0417 BE0417 SUPERSEDED SURVEY CONTROL BE0417 BE0417 NGVD 29 - 27.845 (m) 91.35 (f) ADJ UNCH 2 0 BE0417 BE0417.Superseded values are not recommended for survey control. BE0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0417.See file dsdata.txt to determine how the superseded data were derived. BE0417 BE0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV953091(NAD 83) BE0417_MARKER: DB = BENCH MARK DISK BE0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0417_STAMPING: K 129 1952 BE0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0417+STABILITY: SURFACE MOTION BE0417 BE0417 HISTORY - Date Condition Report By BE0417 HISTORY - 1952 MONUMENTED CGS BE0417 HISTORY - 19970715 GOOD USPSQD BE0417 HISTORY - 20010331 GOOD NGS BE0417 HISTORY - 20010331 GOOD NGS BE0417 HISTORY - 20010331 GOOD NGS BE0417 HISTORY - 20010331 GOOD NGS BE0417 HISTORY - 20010331 GOOD NGS BE0417 HISTORY - 20010331 GOOD NGS BE0417 BE0417 STATION DESCRIPTION BE0417 BE0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 BE0417'10.8 MI NE FROM GRAND RIDGE. BE0417'ABOUT 6.1 MILES NORTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION BE0417'OF U.S. HIGHWAY 90 AT GRAND RIDGE THENCE 4.65 MILES EAST ALONG BE0417'A GRADED ROAD, 0.6 MILE EAST OF A DIM CROSS ROAD, 0.9 MILE WEST BE0417'OF THE CROSS ROAD AT THE ABANDONED VILLAGE OF BUTLER, 24 FEET BE0417'NORTH OF THE CENTER LINE OF THE ROAD, 12 FEET SOUTH OF A 9-INCH BE0417'OAK TREE WITH TRIANGULAR BLAZE, 6 FEET NORTH OF A FENCE LINE, BE0417'1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, 1/2 FOOT BELOW BE0417'THE LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING BE0417'4 INCHES. BE0417 BE0417 STATION RECOVERY (1997) BE0417 BE0417'RECOVERY NOTE BY US POWER SQUADRON 1997 BE0417'RECOVERED IN GOOD CONDITION. BE0417 BE0417 STATION RECOVERY (2001) BE0417 BE0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0417'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0417 BE0417 STATION RECOVERY (2001) BE0417 BE0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0417'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0417 BE0417 STATION RECOVERY (2001) BE0417 BE0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0417'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0417 BE0417 STATION RECOVERY (2001) BE0417 BE0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0417'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0417 BE0417 STATION RECOVERY (2001) BE0417 BE0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0417'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0417 BE0417 STATION RECOVERY (2001) BE0417 BE0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0417'THIS REPORT WAS SUBMITTED BY THE US POWER SQUAADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE1913 *********************************************************************** BE1913 DESIGNATION - K 394 BE1913 PID - BE1913 BE1913 STATE/COUNTY- FL/JACKSON BE1913 USGS QUAD - CAMPBELLTON (1993) BE1913 BE1913 *CURRENT SURVEY CONTROL BE1913 ___________________________________________________________________ BE1913* NAD 83(1986)- 30 58 46. (N) 085 24 30. (W) SCALED BE1913* NAVD 88 - 43.888 (meters) 143.99 (feet) ADJUSTED BE1913 ___________________________________________________________________ BE1913 GEOID HEIGHT- -27.69 (meters) GEOID99 BE1913 DYNAMIC HT - 43.833 (meters) 143.81 (feet) COMP BE1913 MODELED GRAV- 979,372.3 (mgal) NAVD 88 BE1913 BE1913 VERT ORDER - FIRST CLASS II BE1913 BE1913.The horizontal coordinates were scaled from a topographic map and have BE1913.an estimated accuracy of +/- 6 seconds. BE1913 BE1913.The orthometric height was determined by differential leveling BE1913.and adjusted by the National Geodetic Survey in June 1991. BE1913 BE1913.The geoid height was determined by GEOID99. BE1913 BE1913.The dynamic height is computed by dividing the NAVD 88 BE1913.geopotential number by the normal gravity value computed on the BE1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE1913.degrees latitude (g = 980.6199 gals.). BE1913 BE1913.The modeled gravity was interpolated from observed gravity values. BE1913 BE1913; North East Units Estimated Accuracy BE1913;SPC FL N - 219,770. 513,230. MT (+/- 180 meters Scaled) BE1913 BE1913 SUPERSEDED SURVEY CONTROL BE1913 BE1913.No superseded survey control is available for this station. BE1913 BE1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV519284(NAD 83) BE1913_MARKER: I = METAL ROD BE1913_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) BE1913_STAMPING: K 394 1981 BE1913_MARK LOGO: NGS BE1913_PROJECTION: FLUSH BE1913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE1913_ROD/PIPE-DEPTH: 6.1 meters BE1913 BE1913 HISTORY - Date Condition Report By BE1913 HISTORY - 1981 MONUMENTED NGS BE1913 HISTORY - 1989 GOOD USPSQD BE1913 HISTORY - 20010331 GOOD NGS BE1913 HISTORY - 20010331 GOOD NGS BE1913 HISTORY - 20010331 GOOD NGS BE1913 HISTORY - 20010331 GOOD NGS BE1913 BE1913 STATION DESCRIPTION BE1913 BE1913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 BE1913'3.3 KM (2.05 MI) NORTH FROM CAMPBELLTON. BE1913'3.3 KILOMETERS (2.05 MILES) NORTH ALONG U.S. HIGHWAY 231 FROM THE BE1913'POST OFFICE IN CAMPBELLTON TO THE MARK ON THE RIGHT, 17.99 METERS BE1913'(59.0 FEET) EAST-SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND BE1913'LANE OF THE HIGHWAY, 1.1 METERS (3.6 FEET) WEST-NORTHWEST BE1913'OF A UTILITY POLE WITH A TRANSFORMER AND 1.13 METERS (3.7 FEET) BE1913'EAST-NORTHEAST OF A GUY WIRE BASE. BE1913'THE MARK IS 0.44 METERS SSW FROM A WITNESS POST. BE1913'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. BE1913 BE1913 STATION RECOVERY (1989) BE1913 BE1913'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE1913'RECOVERED IN GOOD CONDITION. BE1913 BE1913 STATION RECOVERY (2001) BE1913 BE1913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1913'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1913 BE1913 STATION RECOVERY (2001) BE1913 BE1913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1913'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1913 BE1913 STATION RECOVERY (2001) BE1913 BE1913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1913'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1913 BE1913 STATION RECOVERY (2001) BE1913 BE1913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1913'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0342 *********************************************************************** BE0342 DESIGNATION - L 128 BE0342 PID - BE0342 BE0342 STATE/COUNTY- FL/JACKSON BE0342 USGS QUAD - DELLWOOD (1994) BE0342 BE0342 *CURRENT SURVEY CONTROL BE0342 ___________________________________________________________________ BE0342* NAD 83(1986)- 30 45 59. (N) 085 01 09. (W) SCALED BE0342* NAVD 88 - 33.887 (meters) 111.18 (feet) ADJUSTED BE0342 ___________________________________________________________________ BE0342 GEOID HEIGHT- -28.26 (meters) GEOID99 BE0342 DYNAMIC HT - 33.842 (meters) 111.03 (feet) COMP BE0342 MODELED GRAV- 979,336.0 (mgal) NAVD 88 BE0342 BE0342 VERT ORDER - SECOND CLASS 0 BE0342 BE0342.The horizontal coordinates were scaled from a topographic map and have BE0342.an estimated accuracy of +/- 6 seconds. BE0342 BE0342.The orthometric height was determined by differential leveling BE0342.and adjusted by the National Geodetic Survey in June 1991. BE0342 BE0342.The geoid height was determined by GEOID99. BE0342 BE0342.The dynamic height is computed by dividing the NAVD 88 BE0342.geopotential number by the normal gravity value computed on the BE0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0342.degrees latitude (g = 980.6199 gals.). BE0342 BE0342.The modeled gravity was interpolated from observed gravity values. BE0342 BE0342; North East Units Estimated Accuracy BE0342;SPC FL N - 195,920. 550,300. MT (+/- 180 meters Scaled) BE0342 BE0342 SUPERSEDED SURVEY CONTROL BE0342 BE0342 NGVD 29 - 34.019 (m) 111.61 (f) ADJ UNCH 2 0 BE0342 BE0342.Superseded values are not recommended for survey control. BE0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0342.See file dsdata.txt to determine how the superseded data were derived. BE0342 BE0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV895053(NAD 83) BE0342_MARKER: DB = BENCH MARK DISK BE0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0342_STAMPING: L 128 1952 BE0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0342+STABILITY: SURFACE MOTION BE0342 BE0342 HISTORY - Date Condition Report By BE0342 HISTORY - 1952 MONUMENTED CGS BE0342 HISTORY - 1960 GOOD NGS BE0342 HISTORY - 1979 GOOD NGS BE0342 HISTORY - 1989 GOOD USPSQD BE0342 HISTORY - 19970715 GOOD USPSQD BE0342 HISTORY - 20010331 GOOD NGS BE0342 HISTORY - 20010331 GOOD NGS BE0342 HISTORY - 20010331 GOOD NGS BE0342 HISTORY - 20010331 GOOD NGS BE0342 HISTORY - 20010331 GOOD NGS BE0342 HISTORY - 20010331 GOOD NGS BE0342 BE0342 STATION DESCRIPTION BE0342 BE0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 BE0342'3.3 MI N FROM GRAND RIDGE. BE0342'3.3 MILES NORTH ALONG STATE HIGHWAY 69 FROM ITS JUNCTION WITH BE0342'U.S. HIGHWAY 90 AT GRAND RIDGE, 50 YARDS SOUTHWEST OF A HOUSE, BE0342'48 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 122 FT. SOUTH OF BE0342'THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING EAST TO THE HOUSE, BE0342'65 FT. NORTH OF TELEPHONE POLE 12, 15 FT. SOUTH OF A FENCE BE0342'CORNER, 1.4 FT. WEST OF A FENCE, 0.8 FT. SOUTH OF A STEEL WITNESS BE0342'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FT. BE0342'ABOVE THE GROUND. BE0342 BE0342 STATION RECOVERY (1979) BE0342 BE0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 BE0342'RECOVERED IN GOOD CONDITION. BE0342 BE0342 STATION RECOVERY (1989) BE0342 BE0342'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0342'RECOVERED IN GOOD CONDITION. BE0342 BE0342 STATION RECOVERY (1997) BE0342 BE0342'RECOVERY NOTE BY US POWER SQUADRON 1997 BE0342'RECOVERED IN GOOD CONDITION. BE0342 BE0342 STATION RECOVERY (2001) BE0342 BE0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0342'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0342 BE0342 STATION RECOVERY (2001) BE0342 BE0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0342'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0342 BE0342 STATION RECOVERY (2001) BE0342 BE0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0342'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0342 BE0342 STATION RECOVERY (2001) BE0342 BE0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0342'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0342 BE0342 STATION RECOVERY (2001) BE0342 BE0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0342'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0342 BE0342 STATION RECOVERY (2001) BE0342 BE0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0342'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0110 *********************************************************************** BE0110 DESIGNATION - L 131 BE0110 PID - BE0110 BE0110 STATE/COUNTY- FL/JACKSON BE0110 USGS QUAD - CAMPBELLTON (1993) BE0110 BE0110 *CURRENT SURVEY CONTROL BE0110 ___________________________________________________________________ BE0110* NAD 83(1986)- 30 59 48. (N) 085 24 20. (W) SCALED BE0110* NAVD 88 - 44.867 (meters) 147.20 (feet) ADJUSTED BE0110 ___________________________________________________________________ BE0110 GEOID HEIGHT- -27.66 (meters) GEOID99 BE0110 DYNAMIC HT - 44.810 (meters) 147.01 (feet) COMP BE0110 MODELED GRAV- 979,373.8 (mgal) NAVD 88 BE0110 BE0110 VERT ORDER - FIRST CLASS II BE0110 BE0110.The horizontal coordinates were scaled from a topographic map and have BE0110.an estimated accuracy of +/- 6 seconds. BE0110 BE0110.The orthometric height was determined by differential leveling BE0110.and adjusted by the National Geodetic Survey in June 1991. BE0110 BE0110.The geoid height was determined by GEOID99. BE0110 BE0110.The dynamic height is computed by dividing the NAVD 88 BE0110.geopotential number by the normal gravity value computed on the BE0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0110.degrees latitude (g = 980.6199 gals.). BE0110 BE0110.The modeled gravity was interpolated from observed gravity values. BE0110 BE0110; North East Units Estimated Accuracy BE0110;SPC FL N - 221,680. 513,510. MT (+/- 180 meters Scaled) BE0110 BE0110 SUPERSEDED SURVEY CONTROL BE0110 BE0110 NGVD 29 - 44.972 (m) 147.55 (f) ADJ UNCH 1 2 BE0110 BE0110.Superseded values are not recommended for survey control. BE0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0110.See file dsdata.txt to determine how the superseded data were derived. BE0110 BE0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV522303(NAD 83) BE0110_MARKER: DB = BENCH MARK DISK BE0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0110_STAMPING: L 131 1953 BE0110_PROJECTION: FLUSH BE0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0110+STABILITY: SURFACE MOTION BE0110 BE0110 HISTORY - Date Condition Report By BE0110 HISTORY - 1953 MONUMENTED CGS BE0110 HISTORY - 1954 GOOD NGS BE0110 HISTORY - 1981 GOOD NGS BE0110 HISTORY - 20010331 GOOD NGS BE0110 HISTORY - 20010331 GOOD NGS BE0110 HISTORY - 20010331 GOOD NGS BE0110 HISTORY - 20010331 GOOD NGS BE0110 BE0110 STATION DESCRIPTION BE0110 BE0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 BE0110'3.2 MI N FROM CAMPBELLTON. BE0110'ABOUT 3.15 MILES NORTH ALONG THE ATLANTA AND SAINT ANDREWS BE0110'BAY RAILWAY FROM THE STATION AT CAMPBELLTON, ABOUT 2.8 MILES BE0110'SOUTH OF THE STATION AT MADRID, HOUSTON COUNTY, ALABAMA, ABOUT BE0110'15 RAILS SOUTH OF THE FLORIDA-ALABAMA STATE LINE, AT RAMBO, 45 BE0110'FEET WEST OF WEST RAIL, 38 FEET SOUTH OF CENTER LINE OF AN BE0110'EAST-WEST DIRT ROAD, 76 FEET SOUTH-SOUTHWEST AND ACROSS ROAD BE0110'FROM RAMBO STATION SIGN, 15 FEET SOUTH OF A POWER POLE AND BE0110'A FENCE CORNER, 164 FEET SOUTH-SOUTHWEST AND ACROSS ROAD FROM BE0110'SWITCH STAND AT SOUTH END OF RAMBO SWITCH, 72 FEET NORTH OF THE BE0110'FIRST TELEPHONE POLE SOUTH OF ROAD, 53 FEET SOUTHWEST OF SOUTH BE0110'END OF A 24-INCH PIPE CULVERT UNDER ROAD WEST, 1 FOOT EAST OF A BE0110'FENCE LINE, ABOUT LEVEL WITH TOP OF RAIL AND SET IN THE TOP BE0110'OF A CONCRETE POST PROJECTING 4 INCHES. BE0110 BE0110 STATION RECOVERY (1954) BE0110 BE0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954 BE0110'RECOVERED IN GOOD CONDITION. BE0110 BE0110 STATION RECOVERY (1981) BE0110 BE0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 BE0110'5.38 KILOMETERS (3.35 MILES) NORTH ALONG U.S. HIGHWAY 231 FROM THE BE0110'POST OFFICE IN CAMPBELLTON, THENCE 0.28 KILOMETER (0.15 MILE) BE0110'EAST ALONG A SAND ROAD TO THE CROSSING OF THE SAINT ANDREWS BAY BE0110'RAILROAD AND THE MARK ON THE RIGHT, SET IN THE SOUTHEAST ANGLE BE0110'OF THE CROSSING IN A FENCE LINE AND SOUTHEAST OF A 10-INCH LONE BE0110'CEDAR TREE, 13.71 METERS (45.0 FEET) WEST OF THE WEST RAIL OF THE BE0110'TRACK, 11.58 METERS (38.0 FEET) SOUTH OF THE CENTER LINE OF THE BE0110'ROAD, 4.57 METERS (15.0 FEET) SOUTH OF THE NORTHEAST CORNER POST BE0110'OF THE FENCE AND 0.3 METER (1.0 FOOT) EAST OF THE FENCE. BE0110'THE MARK IS 0.30 METERS N FROM A WITNESS POST. BE0110'THE MARK IS 0.30 M ABOVE THE TRACKS. BE0110 BE0110 STATION RECOVERY (2001) BE0110 BE0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0110'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0110 BE0110 STATION RECOVERY (2001) BE0110 BE0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0110'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0110 BE0110 STATION RECOVERY (2001) BE0110 BE0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0110'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0110 BE0110 STATION RECOVERY (2001) BE0110 BE0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0110'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE1914 *********************************************************************** BE1914 DESIGNATION - L 394 BE1914 PID - BE1914 BE1914 STATE/COUNTY- FL/JACKSON BE1914 USGS QUAD - CAMPBELLTON (1993) BE1914 BE1914 *CURRENT SURVEY CONTROL BE1914 ___________________________________________________________________ BE1914* NAD 83(1986)- 30 59 49. (N) 085 24 29. (W) SCALED BE1914* NAVD 88 - 47.260 (meters) 155.05 (feet) ADJUSTED BE1914 ___________________________________________________________________ BE1914 GEOID HEIGHT- -27.66 (meters) GEOID99 BE1914 DYNAMIC HT - 47.200 (meters) 154.86 (feet) COMP BE1914 MODELED GRAV- 979,373.7 (mgal) NAVD 88 BE1914 OBS GRAVITY - 979,374.7 (mgal) GRAV_OBS BE1914 BE1914 VERT ORDER - FIRST CLASS II BE1914 BE1914.The horizontal coordinates were scaled from a topographic map and have BE1914.an estimated accuracy of +/- 6 seconds. BE1914 BE1914.The orthometric height was determined by differential leveling BE1914.and adjusted by the National Geodetic Survey in June 1991. BE1914 BE1914.The geoid height was determined by GEOID99. BE1914 BE1914.The dynamic height is computed by dividing the NAVD 88 BE1914.geopotential number by the normal gravity value computed on the BE1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE1914.degrees latitude (g = 980.6199 gals.). BE1914 BE1914.The modeled gravity was interpolated from observed gravity values. BE1914.The observed gravity was obtained from relative gravimeter ties BE1914.to the IGSN71 gravity network. BE1914 BE1914; North East Units Estimated Accuracy BE1914;SPC FL N - 221,710. 513,270. MT (+/- 180 meters Scaled) BE1914 BE1914 SUPERSEDED SURVEY CONTROL BE1914 BE1914.No superseded survey control is available for this station. BE1914 BE1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV519303(NAD 83) BE1914_MARKER: I = METAL ROD BE1914_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) BE1914_STAMPING: L 394 1981 BE1914_MARK LOGO: NGS BE1914_PROJECTION: FLUSH BE1914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE1914_ROD/PIPE-DEPTH: 5.50 meters BE1914 BE1914 HISTORY - Date Condition Report By BE1914 HISTORY - 1981 MONUMENTED NGS BE1914 HISTORY - 1989 GOOD USPSQD BE1914 HISTORY - 20010331 GOOD NGS BE1914 HISTORY - 20010331 GOOD NGS BE1914 HISTORY - 20010331 GOOD NGS BE1914 HISTORY - 20010331 GOOD NGS BE1914 BE1914 STATION DESCRIPTION BE1914 BE1914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 BE1914'5.1 KM (3.2 MI) NORTH FROM CAMPBELLTON. BE1914'5.1 KILOMETERS (3.2 MILES) NORTH ALONG U.S. HIGHWAY 231 FROM THE BE1914'POST OFFICE IN CAMPBELLTON TO THE MARK ON THE LEFT, 0.25 KILOMETER BE1914'(0.15 MILE) SOUTH OF THE FLORIDA-ALABAMA STATE LINE, 29.28 METERS BE1914'(96.0 FEET) WEST OF THE CENTER LINE OF THE SOUTHBOUND LANE OF THE BE1914'HIGHWAY, 1.58 METERS (5.2 FEET) NORTH-NORTHEAST OF THE EAST END BE1914'OF A 5-FOOT CHAIN LINK FENCE AND 0.89 METER (2.9 FEET) SOUTH OF BE1914'A UTILITY POLE. BE1914'THE MARK IS 0.45 METERS N FROM A WITNESS POST. BE1914'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. BE1914 BE1914 STATION RECOVERY (1989) BE1914 BE1914'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE1914'RECOVERED IN GOOD CONDITION. BE1914 BE1914 STATION RECOVERY (2001) BE1914 BE1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1914'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1914 BE1914 STATION RECOVERY (2001) BE1914 BE1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1914'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1914 BE1914 STATION RECOVERY (2001) BE1914 BE1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1914'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1914 BE1914 STATION RECOVERY (2001) BE1914 BE1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1914'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0385 *********************************************************************** BE0385 DESIGNATION - M 126 BE0385 PID - BE0385 BE0385 STATE/COUNTY- FL/JACKSON BE0385 USGS QUAD - CAMPBELLTON (1993) BE0385 BE0385 *CURRENT SURVEY CONTROL BE0385 ___________________________________________________________________ BE0385* NAD 83(1986)- 30 53 25. (N) 085 22 53. (W) SCALED BE0385* NAVD 88 - 46.654 (meters) 153.06 (feet) ADJUSTED BE0385 ___________________________________________________________________ BE0385 GEOID HEIGHT- -27.82 (meters) GEOID99 BE0385 DYNAMIC HT - 46.594 (meters) 152.87 (feet) COMP BE0385 MODELED GRAV- 979,365.9 (mgal) NAVD 88 BE0385 BE0385 VERT ORDER - SECOND CLASS 0 BE0385 BE0385.The horizontal coordinates were scaled from a topographic map and have BE0385.an estimated accuracy of +/- 6 seconds. BE0385 BE0385.The orthometric height was determined by differential leveling BE0385.and adjusted by the National Geodetic Survey in June 1991. BE0385 BE0385.The geoid height was determined by GEOID99. BE0385 BE0385.The dynamic height is computed by dividing the NAVD 88 BE0385.geopotential number by the normal gravity value computed on the BE0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0385.degrees latitude (g = 980.6199 gals.). BE0385 BE0385.The modeled gravity was interpolated from observed gravity values. BE0385 BE0385; North East Units Estimated Accuracy BE0385;SPC FL N - 209,870. 515,730. MT (+/- 180 meters Scaled) BE0385 BE0385 SUPERSEDED SURVEY CONTROL BE0385 BE0385 NGVD 29 - 46.769 (m) 153.44 (f) ADJ UNCH 2 0 BE0385 BE0385.Superseded values are not recommended for survey control. BE0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0385.See file dsdata.txt to determine how the superseded data were derived. BE0385 BE0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV547185(NAD 83) BE0385_MARKER: DB = BENCH MARK DISK BE0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0385_STAMPING: M 126 1952 BE0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0385+STABILITY: SURFACE MOTION BE0385 BE0385 HISTORY - Date Condition Report By BE0385 HISTORY - 1952 MONUMENTED CGS BE0385 HISTORY - 1964 GOOD NGS BE0385 HISTORY - 1989 MARK NOT FOUND USPSQD BE0385 HISTORY - 20010331 MARK NOT FOUND NGS BE0385 HISTORY - 20010331 MARK NOT FOUND NGS BE0385 HISTORY - 20010331 MARK NOT FOUND NGS BE0385 HISTORY - 20010331 MARK NOT FOUND NGS BE0385 BE0385 STATION DESCRIPTION BE0385 BE0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 BE0385'1 MI E FROM JACOB. BE0385'ABOUT 1.0 MILE EAST ALONG A GRADED ROAD FROM THE CROSSING OF THE BE0385'ATLANTA AND SAINT ANDREWS BAY RAILWAY AT JACOB, ABOUT 1.0 MILE BE0385'WEST OF THE CROSSING OF U.S. HIGHWAY 231, AT THE TOP OF A GRADE, BE0385'17 FEET SOUTH OF CENTER LINE OF ROAD, 40 FEET SOUTHWEST OF CENTER BE0385'OF JUNCTION OF A DRIVE NORTH TO A FIELD, 30 1/2 FEET WEST OF BE0385'POWER POLE NO. 37, 1 FOOT NORTH OF A FENCE LINE, 1 1/2 FEET EAST BE0385'OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT ABOVE LEVEL OF BE0385'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. BE0385 BE0385 STATION RECOVERY (1964) BE0385 BE0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 BE0385'RECOVERED IN GOOD CONDITION. BE0385 BE0385 STATION RECOVERY (1989) BE0385 BE0385'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0385'MARK NOT FOUND. BE0385 BE0385 STATION RECOVERY (2001) BE0385 BE0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0385'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0385 BE0385 STATION RECOVERY (2001) BE0385 BE0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0385'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0385 BE0385 STATION RECOVERY (2001) BE0385 BE0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0385'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0385 BE0385 STATION RECOVERY (2001) BE0385 BE0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0385'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE1898 *********************************************************************** BE1898 DESIGNATION - M 394 BE1898 PID - BE1898 BE1898 STATE/COUNTY- FL/JACKSON BE1898 USGS QUAD - COTTONDALE WEST (1994) BE1898 BE1898 *CURRENT SURVEY CONTROL BE1898 ___________________________________________________________________ BE1898* NAD 83(1986)- 30 47 51. (N) 085 22 36. (W) SCALED BE1898* NAVD 88 - 40.086 (meters) 131.52 (feet) ADJUSTED BE1898 ___________________________________________________________________ BE1898 GEOID HEIGHT- -27.90 (meters) GEOID99 BE1898 DYNAMIC HT - 40.034 (meters) 131.34 (feet) COMP BE1898 MODELED GRAV- 979,360.3 (mgal) NAVD 88 BE1898 OBS GRAVITY - 979,362.8 (mgal) GRAV_OBS BE1898 BE1898 VERT ORDER - FIRST CLASS II BE1898 BE1898.The horizontal coordinates were scaled from a topographic map and have BE1898.an estimated accuracy of +/- 6 seconds. BE1898 BE1898.The orthometric height was determined by differential leveling BE1898.and adjusted by the National Geodetic Survey in June 1991. BE1898 BE1898.The geoid height was determined by GEOID99. BE1898 BE1898.The dynamic height is computed by dividing the NAVD 88 BE1898.geopotential number by the normal gravity value computed on the BE1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE1898.degrees latitude (g = 980.6199 gals.). BE1898 BE1898.The modeled gravity was interpolated from observed gravity values. BE1898.The observed gravity was obtained from relative gravimeter ties BE1898.to the IGSN71 gravity network. BE1898 BE1898; North East Units Estimated Accuracy BE1898;SPC FL N - 199,580. 516,100. MT (+/- 180 meters Scaled) BE1898 BE1898 SUPERSEDED SURVEY CONTROL BE1898 BE1898.No superseded survey control is available for this station. BE1898 BE1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV553082(NAD 83) BE1898_MARKER: I = METAL ROD BE1898_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) BE1898_STAMPING: M 394 1981 BE1898_MARK LOGO: NGS BE1898_PROJECTION: FLUSH BE1898_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD BE1898+STABILITY: POSITION/ELEVATION WELL BE1898_ROD/PIPE-DEPTH: 12.8 meters BE1898_SLEEVE-DEPTH : 6.1 meters BE1898 BE1898 HISTORY - Date Condition Report By BE1898 HISTORY - 1981 MONUMENTED NGS BE1898 HISTORY - 1989 GOOD USPSQD BE1898 HISTORY - 20010331 GOOD NGS BE1898 HISTORY - 20010331 GOOD NGS BE1898 HISTORY - 20010331 GOOD NGS BE1898 HISTORY - 20010331 GOOD NGS BE1898 HISTORY - 20010331 GOOD NGS BE1898 BE1898 STATION DESCRIPTION BE1898 BE1898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 BE1898'IN COTTONDALE. BE1898'IN COTTONDALE, 0.55 KILOMETER (0.35 MILE) NORTH ALONG US HIGHWAY 231 BE1898'FROM THE JUNCTION OF US HIGHWAY 90, TO THE MARK ON THE RIGHT, 20.43 BE1898'METERS (67.0 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY, 5.94 METERS BE1898'(19.5 FEET) NORTH-NORTHEAST OF THE NORTHEAST BASE OF THE NORTH ONE OF BE1898'FOUR COLUMNS OF THE FIRST BAPTIST CHURCH, 4.57 METERS (15.0 FEET) BE1898'NORTH OF THE NORTHWEST CORNER OF THE CHURCH. BE1898'THE MARK IS ABOVE LEVEL WITH HIGHWAY. BE1898 BE1898 STATION RECOVERY (1989) BE1898 BE1898'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE1898'RECOVERED IN GOOD CONDITION. BE1898 BE1898 STATION RECOVERY (2001) BE1898 BE1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1898'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1898 BE1898 STATION RECOVERY (2001) BE1898 BE1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1898'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1898 BE1898 STATION RECOVERY (2001) BE1898 BE1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1898'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1898 BE1898 STATION RECOVERY (2001) BE1898 BE1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1898'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1898 BE1898 STATION RECOVERY (2001) BE1898 BE1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1898'THIS REPORT WAS SUBMITTED BY THE US POWER SQUAADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0145 *********************************************************************** BE0145 DESIGNATION - N 126 BE0145 PID - BE0145 BE0145 STATE/COUNTY- FL/JACKSON BE0145 USGS QUAD - SILLS (1994) BE0145 BE0145 *CURRENT SURVEY CONTROL BE0145 ___________________________________________________________________ BE0145* NAD 83(1986)- 30 52 53. (N) 085 21 08. (W) SCALED BE0145* NAVD 88 - 40.958 (meters) 134.38 (feet) ADJUSTED BE0145 ___________________________________________________________________ BE0145 GEOID HEIGHT- -27.86 (meters) GEOID99 BE0145 DYNAMIC HT - 40.906 (meters) 134.21 (feet) COMP BE0145 MODELED GRAV- 979,365.2 (mgal) NAVD 88 BE0145 BE0145 VERT ORDER - SECOND CLASS 0 BE0145 BE0145.The horizontal coordinates were scaled from a topographic map and have BE0145.an estimated accuracy of +/- 6 seconds. BE0145 BE0145.The orthometric height was determined by differential leveling BE0145.and adjusted by the National Geodetic Survey in June 1991. BE0145 BE0145.The geoid height was determined by GEOID99. BE0145 BE0145.The dynamic height is computed by dividing the NAVD 88 BE0145.geopotential number by the normal gravity value computed on the BE0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0145.degrees latitude (g = 980.6199 gals.). BE0145 BE0145.The modeled gravity was interpolated from observed gravity values. BE0145 BE0145; North East Units Estimated Accuracy BE0145;SPC FL N - 208,860. 518,510. MT (+/- 180 meters Scaled) BE0145 BE0145 SUPERSEDED SURVEY CONTROL BE0145 BE0145 NGVD 29 - 41.072 (m) 134.75 (f) ADJ UNCH 2 0 BE0145 BE0145.Superseded values are not recommended for survey control. BE0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0145.See file dsdata.txt to determine how the superseded data were derived. BE0145 BE0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV575176(NAD 83) BE0145_MARKER: DB = BENCH MARK DISK BE0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0145_STAMPING: N 126 1952 BE0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0145+STABILITY: SURFACE MOTION BE0145 BE0145 HISTORY - Date Condition Report By BE0145 HISTORY - 1952 MONUMENTED CGS BE0145 HISTORY - 1964 GOOD NGS BE0145 HISTORY - 20010331 MARK NOT FOUND NGS BE0145 HISTORY - 20010331 MARK NOT FOUND NGS BE0145 HISTORY - 20010331 MARK NOT FOUND NGS BE0145 BE0145 STATION DESCRIPTION BE0145 BE0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 BE0145'3.2 MI E FROM JACOB. BE0145'ABOUT 2.8 MILES EAST ALONG A GRADED ROAD FROM THE CROSSING OF BE0145'THE ATLANTA AND SAINT ANDREWS BAY RAILWAY AT JACOB, THENCE ABOUT BE0145'0.35 MILE SOUTH ALONG A GRADED ROAD, ABOUT 0.35 MILE SOUTH OF BE0145'JUNCTION OF A ROAD NORTH, ABOUT 0.4 MILE NORTH OF THE JUNCTION BE0145'OF A ROAD EAST, NEAR THE TOP OF A GRADE, 18 FEET WEST OF CENTER BE0145'LINE OF ROAD, 195 FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF BE0145'A TENANT HOUSE, 81 FEET EAST OF A WELL WITH PUMP, 14 FEET NORTH BE0145'OF CENTER OF A GATE FOR A FIELD ROAD WEST, 1 1/2 FEET EAST OF BE0145'A FENCE LINE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, BE0145'ABOUT 2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE BE0145'POST PROJECTING 2 INCHES. NOTE-- THE FIRST GRADED ROAD IS NOW BE0145'STATE ROAD 162 AND HAS BEEN PAVED. BE0145 BE0145 STATION RECOVERY (1964) BE0145 BE0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 BE0145'RECOVERED IN GOOD CONDITION. BE0145 BE0145 STATION RECOVERY (2001) BE0145 BE0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0145'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0145 BE0145 STATION RECOVERY (2001) BE0145 BE0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0145'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0145 BE0145 STATION RECOVERY (2001) BE0145 BE0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 BE0145'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0341 *********************************************************************** BE0341 DESIGNATION - N 128 BE0341 PID - BE0341 BE0341 STATE/COUNTY- FL/JACKSON BE0341 USGS QUAD - DELLWOOD (1994) BE0341 BE0341 *CURRENT SURVEY CONTROL BE0341 ___________________________________________________________________ BE0341* NAD 83(1986)- 30 47 34. (N) 085 01 31. (W) SCALED BE0341* NAVD 88 - 30.569 (meters) 100.29 (feet) ADJUSTED BE0341 ___________________________________________________________________ BE0341 GEOID HEIGHT- -28.24 (meters) GEOID99 BE0341 DYNAMIC HT - 30.529 (meters) 100.16 (feet) COMP BE0341 MODELED GRAV- 979,339.4 (mgal) NAVD 88 BE0341 BE0341 VERT ORDER - SECOND CLASS 0 BE0341 BE0341.The horizontal coordinates were scaled from a topographic map and have BE0341.an estimated accuracy of +/- 6 seconds. BE0341 BE0341.The orthometric height was determined by differential leveling BE0341.and adjusted by the National Geodetic Survey in June 1991. BE0341 BE0341.The geoid height was determined by GEOID99. BE0341 BE0341.The dynamic height is computed by dividing the NAVD 88 BE0341.geopotential number by the normal gravity value computed on the BE0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0341.degrees latitude (g = 980.6199 gals.). BE0341 BE0341.The modeled gravity was interpolated from observed gravity values. BE0341 BE0341; North East Units Estimated Accuracy BE0341;SPC FL N - 198,850. 549,730. MT (+/- 180 meters Scaled) BE0341 BE0341 SUPERSEDED SURVEY CONTROL BE0341 BE0341 NGVD 29 - 30.702 (m) 100.73 (f) ADJ UNCH 2 0 BE0341 BE0341.Superseded values are not recommended for survey control. BE0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0341.See file dsdata.txt to determine how the superseded data were derived. BE0341 BE0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV889083(NAD 83) BE0341_MARKER: DB = BENCH MARK DISK BE0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0341_STAMPING: N 128 1952 BE0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0341+STABILITY: SURFACE MOTION BE0341 BE0341 HISTORY - Date Condition Report By BE0341 HISTORY - 1952 MONUMENTED CGS BE0341 HISTORY - 1960 GOOD NGS BE0341 HISTORY - 1979 GOOD NGS BE0341 HISTORY - 1989 GOOD USPSQD BE0341 HISTORY - 19970715 GOOD USPSQD BE0341 HISTORY - 20010331 GOOD NGS BE0341 HISTORY - 20010331 GOOD NGS BE0341 HISTORY - 20010331 MARK NOT FOUND NGS BE0341 HISTORY - 20010331 GOOD NGS BE0341 HISTORY - 20010331 GOOD NGS BE0341 HISTORY - 20010331 GOOD NGS BE0341 BE0341 STATION DESCRIPTION BE0341 BE0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 BE0341'5.4 MI NW FROM GRAND RIDGE. BE0341'5.4 MILES NORTHWEST ALONG STATE HIGHWAY 69 FROM ITS JUNCTION WITH BE0341'U.S. HIGHWAY 90 AT GRAND RIDGE, 65 YARDS WEST OF A HOUSE, 2.6 BE0341'MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM ITS JUNCTION WITH BE0341'STATE ROAD S 164 AT DELLWOOD, 46 FT. NORTHEAST OF THE CENTER BE0341'LINE OF THE HIGHWAY, 92 FT. NORTH OF TELEPHONE POLE 42, 30 FT. BE0341'NORTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 4 FT. SOUTH BE0341'OF THE WEST END OF A WOODEN GATE, 7 FT. SOUTH OF POWER POLE 28, BE0341'1.3 FT. NORTHWEST OF A STEEL WITNESS POST, SET IN THE TOP OF BE0341'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND. BE0341 BE0341 STATION RECOVERY (1979) BE0341 BE0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 BE0341'RECOVERED IN GOOD CONDITION. DUE TO CHANGES A NEW DESCRIPTION BE0341'FOLLOWS. 5.4 MILES NORTHWEST ALONG STATE HIGHWAY 69 FROM ITS JUNCTION BE0341'WITH U.S. HIGHWAY 90 AT GRAND RIDGE, 2.6 MILES SOUTHEAST ALONG STATE BE0341'HIGHWAY 69 FROM ITS JUNCTION WITH STATE ROAD S 164 AT DELLWOOD, 214.0 BE0341'FEET WEST OF WEST CORNER OF HOUSE, 116.5 FEET NORTH OF POWER LINE BE0341'POLE NUMBERED 28 ACROSS HIGHWAY, 92.0 FEET NORTHWEST OF A TELEPHONE BE0341'POLE, 47.0 FEET NORTHEAST OF CENTER OF HIGHWAY, 40.0 FEET NORTHEAST BE0341'OF THE CENTER OF DRIVEWAY, AND 27.5 FEET NORTHEAST OF THE NORTH END BE0341'OF AN 18-INCH CONCRETE CULVERT. BE0341 BE0341 STATION RECOVERY (1989) BE0341 BE0341'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0341'RECOVERED IN GOOD CONDITION. BE0341 BE0341 STATION RECOVERY (1997) BE0341 BE0341'RECOVERY NOTE BY US POWER SQUADRON 1997 BE0341'RECOVERED IN GOOD CONDITION. BE0341 BE0341 STATION RECOVERY (2001) BE0341 BE0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0341'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0341 BE0341 STATION RECOVERY (2001) BE0341 BE0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0341'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0341 BE0341 STATION RECOVERY (2001) BE0341 BE0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0341'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0341 BE0341 STATION RECOVERY (2001) BE0341 BE0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0341'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0341 BE0341 STATION RECOVERY (2001) BE0341 BE0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0341'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0341 BE0341 STATION RECOVERY (2001) BE0341 BE0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0341'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0240 *********************************************************************** BE0240 DESIGNATION - N 89 RESET 1940 BE0240 PID - BE0240 BE0240 STATE/COUNTY- FL/JACKSON BE0240 USGS QUAD - COTTONDALE WEST (1994) BE0240 BE0240 *CURRENT SURVEY CONTROL BE0240 ___________________________________________________________________ BE0240* NAD 83(1986)- 30 47 31. (N) 085 22 45. (W) SCALED BE0240* NAVD 88 - 42.218 (meters) 138.51 (feet) ADJUSTED BE0240 ___________________________________________________________________ BE0240 GEOID HEIGHT- -27.90 (meters) GEOID99 BE0240 DYNAMIC HT - 42.164 (meters) 138.33 (feet) COMP BE0240 MODELED GRAV- 979,359.9 (mgal) NAVD 88 BE0240 BE0240 VERT ORDER - FIRST CLASS II BE0240 BE0240.The horizontal coordinates were scaled from a topographic map and have BE0240.an estimated accuracy of +/- 6 seconds. BE0240 BE0240.The orthometric height was determined by differential leveling BE0240.and adjusted by the National Geodetic Survey in June 1991. BE0240.WARNING-Repeat measurements at this control monument indicate possible BE0240.vertical movement. BE0240 BE0240.The geoid height was determined by GEOID99. BE0240 BE0240.The dynamic height is computed by dividing the NAVD 88 BE0240.geopotential number by the normal gravity value computed on the BE0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0240.degrees latitude (g = 980.6199 gals.). BE0240 BE0240.The modeled gravity was interpolated from observed gravity values. BE0240 BE0240; North East Units Estimated Accuracy BE0240;SPC FL N - 198,960. 515,850. MT (+/- 180 meters Scaled) BE0240 BE0240 SUPERSEDED SURVEY CONTROL BE0240 BE0240 NGVD 29 - 42.328 (m) 138.87 (f) ADJ UNCH 1 2 BE0240 BE0240.Superseded values are not recommended for survey control. BE0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0240.See file dsdata.txt to determine how the superseded data were derived. BE0240 BE0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV550076(NAD 83) BE0240_MARKER: DB = BENCH MARK DISK BE0240_SETTING: 37 = SET IN A MASSIVE RETAINING WALL BE0240_STAMPING: N 89 RESET 1940 BE0240_MARK LOGO: CGS BE0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE0240 BE0240 HISTORY - Date Condition Report By BE0240 HISTORY - 1940 MONUMENTED FLHD BE0240 HISTORY - 1954 GOOD NGS BE0240 HISTORY - 1978 GOOD FLDT BE0240 HISTORY - 1981 GOOD NGS BE0240 HISTORY - 19910508 GOOD USPSQD BE0240 HISTORY - 20010331 GOOD NGS BE0240 HISTORY - 20010331 GOOD NGS BE0240 HISTORY - 20010331 GOOD NGS BE0240 HISTORY - 20010331 GOOD NGS BE0240 HISTORY - 20010331 GOOD NGS BE0240 BE0240 STATION DESCRIPTION BE0240 BE0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954 BE0240'AT COTTONDALE. BE0240'AT COTTONDALE, ABOUT 0.2 MILE SOUTH ALONG THE ATLANTA AND SAINT BE0240'ANDREWS BAY RAILWAY FROM THE STATION, ABOUT 45 YARDS NORTH OF BE0240'MILE POST P 51 - D 31, AT THE NORTHWEST CORNER OF OVERPASS OF BE0240'THE TRACK OVER U.S. HIGHWAY 90 AND IN THE TOP OF CONCRETE BE0240'RETAINING WALL. BE0240 BE0240 STATION RECOVERY (1978) BE0240 BE0240'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE0240'RECOVERED IN GOOD CONDITION. BE0240 BE0240 STATION RECOVERY (1981) BE0240 BE0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 BE0240'IN COTTONDALE, AT THE ATLANTA AND ST ANDREWS BAY RAILROAD BRIDGE OVER BE0240'US HIGHWAY 90, IN TOP OF THE EAST END OF THE WEST RETAINING WALL OF BE0240'THE NORTH ABUTMENT OF THE BRIDGE, 4.87 METERS (16 FEET) WEST OF THE BE0240'WEST RAIL OF THE TRACKS, 0.12 METER (0.4 FOOT) WEST OF THE WEST FACE BE0240'OF THE WEST GUARDRAIL OF THE BRIDGE. BE0240'THE MARK IS 12.2 M ABOVE HIGHWAY. BE0240 BE0240 STATION RECOVERY (1991) BE0240 BE0240'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE0240'RECOVERED IN GOOD CONDITION. BE0240 BE0240 STATION RECOVERY (2001) BE0240 BE0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0240'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0240 BE0240 STATION RECOVERY (2001) BE0240 BE0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0240'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0240 BE0240 STATION RECOVERY (2001) BE0240 BE0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0240'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0240 BE0240 STATION RECOVERY (2001) BE0240 BE0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0240'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0240 BE0240 STATION RECOVERY (2001) BE0240 BE0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0240'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0143 *********************************************************************** BE0143 DESIGNATION - P 126 BE0143 PID - BE0143 BE0143 STATE/COUNTY- FL/JACKSON BE0143 USGS QUAD - SILLS (1994) BE0143 BE0143 *CURRENT SURVEY CONTROL BE0143 ___________________________________________________________________ BE0143* NAD 83(1986)- 30 52 54. (N) 085 20 38. (W) SCALED BE0143* NAVD 88 - 34.339 (meters) 112.66 (feet) ADJUSTED BE0143 ___________________________________________________________________ BE0143 GEOID HEIGHT- -27.86 (meters) GEOID99 BE0143 DYNAMIC HT - 34.295 (meters) 112.52 (feet) COMP BE0143 MODELED GRAV- 979,365.1 (mgal) NAVD 88 BE0143 BE0143 VERT ORDER - SECOND CLASS 0 BE0143 BE0143.The horizontal coordinates were scaled from a topographic map and have BE0143.an estimated accuracy of +/- 6 seconds. BE0143 BE0143.The orthometric height was determined by differential leveling BE0143.and adjusted by the National Geodetic Survey in June 1991. BE0143 BE0143.The geoid height was determined by GEOID99. BE0143 BE0143.The dynamic height is computed by dividing the NAVD 88 BE0143.geopotential number by the normal gravity value computed on the BE0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0143.degrees latitude (g = 980.6199 gals.). BE0143 BE0143.The modeled gravity was interpolated from observed gravity values. BE0143 BE0143; North East Units Estimated Accuracy BE0143;SPC FL N - 208,880. 519,300. MT (+/- 180 meters Scaled) BE0143 BE0143 SUPERSEDED SURVEY CONTROL BE0143 BE0143 NGVD 29 - 34.454 (m) 113.04 (f) ADJ UNCH 2 0 BE0143 BE0143.Superseded values are not recommended for survey control. BE0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0143.See file dsdata.txt to determine how the superseded data were derived. BE0143 BE0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV583176(NAD 83) BE0143_MARKER: DB = BENCH MARK DISK BE0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0143_STAMPING: P 126 1952 BE0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0143+STABILITY: SURFACE MOTION BE0143 BE0143 HISTORY - Date Condition Report By BE0143 HISTORY - 1952 MONUMENTED CGS BE0143 HISTORY - 1964 GOOD NGS BE0143 HISTORY - 19910508 MARK NOT FOUND USPSQD BE0143 HISTORY - 20010331 MARK NOT FOUND NGS BE0143 HISTORY - 20010331 MARK NOT FOUND NGS BE0143 HISTORY - 20010331 MARK NOT FOUND NGS BE0143 BE0143 STATION DESCRIPTION BE0143 BE0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 BE0143'6.9 MI SE FROM CAMPBELLTON. BE0143'4.9 MILES SOUTH ALONG U.S. HIGHWAY 231 FROM THE WATER TANK AT BE0143'CAMPBELLTON, THENCE 1.8 MILE EAST ALONG STATE ROAD 162, THENCE BE0143'SOUTH 0.6 MILE ALONG A DIRT ROAD, 16 FEET NORTHWEST OF THE CENTER BE0143'OF THE ROAD, 36 FEET WEST OF A 24-INCH CEDAR TREE WITH A TRIANGLE BE0143'BLAZE, 4 FEET SOUTH OF A FENCE CORNER, 1.4 FEET SOUTHEAST OF BE0143'THE FENCE AND 1.0 FOOT NORTHEAST OF A WITNESS SIGN. A STANDARD BE0143'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH. BE0143 BE0143 STATION RECOVERY (1991) BE0143 BE0143'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE0143'MARK NOT FOUND. BE0143 BE0143 STATION RECOVERY (2001) BE0143 BE0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0143'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0143 BE0143 STATION RECOVERY (2001) BE0143 BE0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0143'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0143 BE0143 STATION RECOVERY (2001) BE0143 BE0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0143'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0337 *********************************************************************** BE0337 DESIGNATION - P 128 BE0337 PID - BE0337 BE0337 STATE/COUNTY- FL/JACKSON BE0337 USGS QUAD - DELLWOOD (1994) BE0337 BE0337 *CURRENT SURVEY CONTROL BE0337 ___________________________________________________________________ BE0337* NAD 83(1986)- 30 48 54. (N) 085 02 35. (W) SCALED BE0337* NAVD 88 - 32.533 (meters) 106.74 (feet) ADJUSTED BE0337 ___________________________________________________________________ BE0337 GEOID HEIGHT- -28.21 (meters) GEOID99 BE0337 DYNAMIC HT - 32.490 (meters) 106.59 (feet) COMP BE0337 MODELED GRAV- 979,342.5 (mgal) NAVD 88 BE0337 BE0337 VERT ORDER - SECOND CLASS 0 BE0337 BE0337.The horizontal coordinates were scaled from a topographic map and have BE0337.an estimated accuracy of +/- 6 seconds. BE0337 BE0337.The orthometric height was determined by differential leveling BE0337.and adjusted by the National Geodetic Survey in June 1991. BE0337 BE0337.The geoid height was determined by GEOID99. BE0337 BE0337.The dynamic height is computed by dividing the NAVD 88 BE0337.geopotential number by the normal gravity value computed on the BE0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0337.degrees latitude (g = 980.6199 gals.). BE0337 BE0337.The modeled gravity was interpolated from observed gravity values. BE0337 BE0337; North East Units Estimated Accuracy BE0337;SPC FL N - 201,320. 548,040. MT (+/- 180 meters Scaled) BE0337 BE0337 SUPERSEDED SURVEY CONTROL BE0337 BE0337 NGVD 29 - 32.664 (m) 107.17 (f) ADJ UNCH 2 0 BE0337 BE0337.Superseded values are not recommended for survey control. BE0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0337.See file dsdata.txt to determine how the superseded data were derived. BE0337 BE0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV871107(NAD 83) BE0337_MARKER: DB = BENCH MARK DISK BE0337_SETTING: 30 = CULVERT BE0337_STAMPING: P 128 1952 BE0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY BE0337 BE0337 HISTORY - Date Condition Report By BE0337 HISTORY - 1952 MONUMENTED CGS BE0337 HISTORY - 1979 GOOD NGS BE0337 HISTORY - 1989 GOOD USPSQD BE0337 HISTORY - 19970715 MARK NOT FOUND USPSQD BE0337 HISTORY - 20010331 MARK NOT FOUND NGS BE0337 HISTORY - 20010331 MARK NOT FOUND NGS BE0337 HISTORY - 20010331 MARK NOT FOUND NGS BE0337 HISTORY - 20010331 MARK NOT FOUND NGS BE0337 HISTORY - 20010331 MARK NOT FOUND NGS BE0337 HISTORY - 20010331 MARK NOT FOUND NGS BE0337 BE0337 STATION DESCRIPTION BE0337 BE0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 BE0337'7.2 MI N FROM GRAND RIDGE. BE0337'ABOUT 7.15 MILES NORTH AND NORTHWEST ALONG STATE HIGHWAY 69 BE0337'FROM THE INTERSECTION OF U.S. HIGHWAY 90 AT GRAND RIDGE, ABOUT BE0337'1.05 MILE NORTHWEST OF AN EAST-WEST CROSSROAD, ABOUT 0.65 MILE BE0337'SOUTHEAST OF INTERSECTION OF AN EAST-WEST GRADED ROAD AT DELLWOOD, BE0337'ABOUT 0.9 MILE SOUTHEAST OF INTERSECTION OF NORTH-SOUTH BE0337'GRADED ROAD AT DELLWOOD, IN THE TOP OF THE NORTHEAST HEAD WALL OF BE0337'A 4-FOOT CONCRETE BOX CULVERT, 23 FEET NORTHEAST OF CENTER LINE BE0337'OF HIGHWAY, 11 1/2 FEET NORTHWEST OF SOUTHEAST END OF NORTHEAST BE0337'HEAD WALL, 40 FEET WEST OF POWER POLE NO. 9 AND ABOUT 1 1/2 FEET BE0337'BELOW LEVEL OF HIGHWAY. BE0337 BE0337 STATION RECOVERY (1979) BE0337 BE0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 BE0337'RECOVERED IN GOOD CONDITION. BE0337 BE0337 STATION RECOVERY (1989) BE0337 BE0337'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0337'RECOVERED IN GOOD CONDITION. BE0337 BE0337 STATION RECOVERY (1997) BE0337 BE0337'RECOVERY NOTE BY US POWER SQUADRON 1997 BE0337'MARK NOT FOUND. BE0337 BE0337 STATION RECOVERY (2001) BE0337 BE0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0337'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0337 BE0337 STATION RECOVERY (2001) BE0337 BE0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0337'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0337 BE0337 STATION RECOVERY (2001) BE0337 BE0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0337'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0337 BE0337 STATION RECOVERY (2001) BE0337 BE0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0337'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0337 BE0337 STATION RECOVERY (2001) BE0337 BE0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0337'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0337 BE0337 STATION RECOVERY (2001) BE0337 BE0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0337'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0304 *********************************************************************** BE0304 DESIGNATION - PERRY AZ MK BE0304 PID - BE0304 BE0304 STATE/COUNTY- FL/JACKSON BE0304 USGS QUAD - MARIANNA (1994) BE0304 BE0304 *CURRENT SURVEY CONTROL BE0304 ___________________________________________________________________ BE0304* NAD 83(1986)- 30 47 36. (N) 085 09 40. (W) SCALED BE0304* NAVD 88 - 42.874 (meters) 140.66 (feet) ADJUSTED BE0304 ___________________________________________________________________ BE0304 GEOID HEIGHT- -28.16 (meters) GEOID99 BE0304 DYNAMIC HT - 42.818 (meters) 140.48 (feet) COMP BE0304 MODELED GRAV- 979,343.8 (mgal) NAVD 88 BE0304 BE0304 VERT ORDER - SECOND CLASS 0 BE0304 BE0304.The horizontal coordinates were scaled from a topographic map and have BE0304.an estimated accuracy of +/- 6 seconds. BE0304 BE0304.The orthometric height was determined by differential leveling BE0304.and adjusted by the National Geodetic Survey in June 1991. BE0304 BE0304.The geoid height was determined by GEOID99. BE0304 BE0304.The dynamic height is computed by dividing the NAVD 88 BE0304.geopotential number by the normal gravity value computed on the BE0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0304.degrees latitude (g = 980.6199 gals.). BE0304 BE0304.The modeled gravity was interpolated from observed gravity values. BE0304 BE0304; North East Units Estimated Accuracy BE0304;SPC FL N - 198,980. 536,730. MT (+/- 180 meters Scaled) BE0304 BE0304 SUPERSEDED SURVEY CONTROL BE0304 BE0304 NGVD 29 - 43.003 (m) 141.09 (f) ADJ UNCH 2 0 BE0304 BE0304.Superseded values are not recommended for survey control. BE0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0304.See file dsdata.txt to determine how the superseded data were derived. BE0304 BE0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV759081(NAD 83) BE0304_MARKER: DZ = AZIMUTH MARK DISK BE0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0304_STAMPING: PERRY 1938 BE0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0304+STABILITY: SURFACE MOTION BE0304 BE0304 HISTORY - Date Condition Report By BE0304 HISTORY - 1938 MONUMENTED CGS BE0304 HISTORY - 1952 GOOD NGS BE0304 HISTORY - 19910423 MARK NOT FOUND USPSQD BE0304 HISTORY - 19970715 MARK NOT FOUND USPSQD BE0304 HISTORY - 20010331 MARK NOT FOUND NGS BE0304 HISTORY - 20010331 MARK NOT FOUND NGS BE0304 HISTORY - 20010331 MARK NOT FOUND NGS BE0304 HISTORY - 20010331 MARK NOT FOUND NGS BE0304 HISTORY - 20010331 MARK NOT FOUND NGS BE0304 HISTORY - 20010331 MARK NOT FOUND NGS BE0304 BE0304 STATION DESCRIPTION BE0304 BE0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952 BE0304'4.6 MI NE FROM MARIANNA. BE0304'ABOUT 1.35 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE COURT BE0304'HOUSE AT MARIANNA, THENCE ABOUT 1.15 MILES NORTHEAST ALONG BE0304'STATE HIGHWAY 71, THENCE ABOUT 1.95 MILE EAST AND NORTHEAST BE0304'ALONG A BLACK TOP ROAD TO THE TOP OF A GRADE, THENCE ABOUT 0.1 BE0304'MILE NORTH ALONG A DIM DIRT ROAD, AT A DIM NORTHEAST-SOUTHWEST BE0304'DIRT ROAD, 15 FEET WEST OF CENTER LINE OF ROAD NORTH, 97 FEET BE0304'NORTH OF CENTER OF INTERSECTION, 11 FEET NORTH OF A 16-INCH WILD BE0304'CHERRY TREE, 12 1/2 FEET EAST OF NORTHEAST CORNER OF A SMALL BE0304'UNPAINTED HOUSE, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF BE0304'A CONCRETE POST PROJECTING 8 INCHES. BE0304 BE0304 STATION RECOVERY (1991) BE0304 BE0304'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE0304'MARK NOT FOUND. BE0304 BE0304 STATION RECOVERY (1997) BE0304 BE0304'RECOVERY NOTE BY US POWER SQUADRON 1997 BE0304'MARK NOT FOUND. BE0304 BE0304 STATION RECOVERY (2001) BE0304 BE0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0304'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0304 BE0304 STATION RECOVERY (2001) BE0304 BE0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0304'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0304 BE0304 STATION RECOVERY (2001) BE0304 BE0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0304'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0304 BE0304 STATION RECOVERY (2001) BE0304 BE0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0304'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0304 BE0304 STATION RECOVERY (2001) BE0304 BE0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0304'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0304 BE0304 STATION RECOVERY (2001) BE0304 BE0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0304'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0222 *********************************************************************** BE0222 DESIGNATION - Q 11 BE0222 PID - BE0222 BE0222 STATE/COUNTY- FL/JACKSON BE0222 USGS QUAD - COTTONDALE WEST (1994) BE0222 BE0222 *CURRENT SURVEY CONTROL BE0222 ___________________________________________________________________ BE0222* NAD 83(1986)- 30 47 23. (N) 085 26 10. (W) SCALED BE0222* NAVD 88 - 40.386 (meters) 132.50 (feet) ADJUSTED BE0222 ___________________________________________________________________ BE0222 GEOID HEIGHT- -27.86 (meters) GEOID99 BE0222 DYNAMIC HT - 40.334 (meters) 132.33 (feet) COMP BE0222 MODELED GRAV- 979,358.1 (mgal) NAVD 88 BE0222 BE0222 VERT ORDER - FIRST CLASS II BE0222 BE0222.The horizontal coordinates were scaled from a topographic map and have BE0222.an estimated accuracy of +/- 6 seconds. BE0222 BE0222.The orthometric height was determined by differential leveling BE0222.and adjusted by the National Geodetic Survey in June 1991. BE0222 BE0222.The geoid height was determined by GEOID99. BE0222 BE0222.The dynamic height is computed by dividing the NAVD 88 BE0222.geopotential number by the normal gravity value computed on the BE0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0222.degrees latitude (g = 980.6199 gals.). BE0222 BE0222.The modeled gravity was interpolated from observed gravity values. BE0222 BE0222; North East Units Estimated Accuracy BE0222;SPC FL N - 198,760. 510,400. MT (+/- 180 meters Scaled) BE0222 BE0222 SUPERSEDED SURVEY CONTROL BE0222 BE0222 NGVD 29 - 40.500 (m) 132.87 (f) ADJ UNCH 1 2 BE0222 BE0222.Superseded values are not recommended for survey control. BE0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0222.See file dsdata.txt to determine how the superseded data were derived. BE0222 BE0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV496073(NAD 83) BE0222_MARKER: DB = BENCH MARK DISK BE0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0222_STAMPING: 132.808 Q 11 1918 BE0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0222+STABILITY: SURFACE MOTION BE0222 BE0222 HISTORY - Date Condition Report By BE0222 HISTORY - 1918 MONUMENTED CGS BE0222 HISTORY - 1955 GOOD NGS BE0222 HISTORY - 20010331 MARK NOT FOUND NGS BE0222 HISTORY - 20010331 MARK NOT FOUND NGS BE0222 HISTORY - 20010331 MARK NOT FOUND NGS BE0222 HISTORY - 20010331 MARK NOT FOUND NGS BE0222 BE0222 STATION DESCRIPTION BE0222 BE0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 BE0222'3.4 MI W FROM COTTONDALE. BE0222'ABOUT 3.4 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD BE0222'FROM THE STATION AT COTTONDALE, ABOUT 210 YARDS WEST OF A NARROW BE0222'NORTHWEST-SOUTHEAST ROAD CROSSING, 269 FEET EAST-NORTHEAST AND BE0222'ACROSS TRACK FROM MILE POST 773, 34 FEET NORTH OF NORTH RAIL, BE0222'12 1/2 FEET SOUTH OF A FENCE LINE, 71 1/2 FEET NORTHEAST OF BE0222'CENTER OF AN ABANDONED ROAD CROSSING, 99 FEET EAST OF THE FIRST BE0222'TELEPHONE POLE WEST OF ABANDONED ROAD CROSSING, 102 FEET WEST OF BE0222'THE FIRST TELEPHONE POLE EAST OF ABANDONED ROAD CROSSING, 1 1/2 BE0222'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH TRACK BE0222'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES. BE0222 BE0222 STATION RECOVERY (2001) BE0222 BE0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0222'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0222 BE0222 STATION RECOVERY (2001) BE0222 BE0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0222'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0222 BE0222 STATION RECOVERY (2001) BE0222 BE0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0222'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0222 BE0222 STATION RECOVERY (2001) BE0222 BE0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0222'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0148 *********************************************************************** BE0148 DESIGNATION - Q 126 RESET 1961 BE0148 PID - BE0148 BE0148 STATE/COUNTY- FL/JACKSON BE0148 USGS QUAD - SILLS (1994) BE0148 BE0148 *CURRENT SURVEY CONTROL BE0148 ___________________________________________________________________ BE0148* NAD 83(1986)- 30 53 13. (N) 085 19 11. (W) SCALED BE0148* NAVD 88 - 31.37 (meters) 102.9 (feet) RESET BE0148 ___________________________________________________________________ BE0148 GEOID HEIGHT- -27.88 (meters) GEOID99 BE0148 BE0148 VERT ORDER - THIRD BE0148 BE0148.The horizontal coordinates were scaled from a topographic map and have BE0148.an estimated accuracy of +/- 6 seconds. BE0148 BE0148.The orthometric height was computed from unverified reset data. BE0148 BE0148.The geoid height was determined by GEOID99. BE0148 BE0148; North East Units Estimated Accuracy BE0148;SPC FL N - 209,450. 521,620. MT (+/- 180 meters Scaled) BE0148 BE0148 SUPERSEDED SURVEY CONTROL BE0148 BE0148 NGVD 29 - 31.49 (m) 103.3 (f) RESET 3 BE0148 BE0148.Superseded values are not recommended for survey control. BE0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0148.See file dsdata.txt to determine how the superseded data were derived. BE0148 BE0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV606182(NAD 83) BE0148_MARKER: DB = BENCH MARK DISK BE0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0148_STAMPING: Q 126 RESET 1961 BE0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0148+STABILITY: SURFACE MOTION BE0148 BE0148 HISTORY - Date Condition Report By BE0148 HISTORY - 1961 MONUMENTED CGS BE0148 HISTORY - 1964 GOOD NGS BE0148 HISTORY - 1989 MARK NOT FOUND USPSQD BE0148 HISTORY - 20010331 MARK NOT FOUND NGS BE0148 HISTORY - 20010331 MARK NOT FOUND NGS BE0148 HISTORY - 20010331 MARK NOT FOUND NGS BE0148 BE0148 STATION DESCRIPTION BE0148 BE0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 BE0148'7.7 MI SE FROM CAMPBELLTON. BE0148'4.9 MILES SOUTH ALONG U.S. HIGHWAY 231 FROM THE WATER TANK AT BE0148'CAMPBELLTON, THENCE EAST 2.8 MILES ALONG STATE ROAD 162, 78 FEET BE0148'NORTH OF THE CENTER OF THE ROAD, 13 FEET WEST OF A 24-INCH OAK BE0148'TREE AND 0.7 FOOT NORTH OF A WITNESS SIGN. A STANDARD DISK SET BE0148'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. BE0148 BE0148 STATION RECOVERY (1989) BE0148 BE0148'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0148'MARK NOT FOUND. BE0148 BE0148 STATION RECOVERY (2001) BE0148 BE0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0148'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0148 BE0148 STATION RECOVERY (2001) BE0148 BE0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0148'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0148 BE0148 STATION RECOVERY (2001) BE0148 BE0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 BE0148'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0330 *********************************************************************** BE0330 DESIGNATION - Q 129 BE0330 PID - BE0330 BE0330 STATE/COUNTY- FL/JACKSON BE0330 USGS QUAD - DELLWOOD (1994) BE0330 BE0330 *CURRENT SURVEY CONTROL BE0330 ___________________________________________________________________ BE0330* NAD 83(1986)- 30 50 03. (N) 085 02 39. (W) SCALED BE0330* NAVD 88 - 33.326 (meters) 109.34 (feet) ADJUSTED BE0330 ___________________________________________________________________ BE0330 GEOID HEIGHT- -28.18 (meters) GEOID99 BE0330 DYNAMIC HT - 33.283 (meters) 109.20 (feet) COMP BE0330 MODELED GRAV- 979,345.3 (mgal) NAVD 88 BE0330 BE0330 VERT ORDER - SECOND CLASS 0 BE0330 BE0330.The horizontal coordinates were scaled from a topographic map and have BE0330.an estimated accuracy of +/- 6 seconds. BE0330 BE0330.The orthometric height was determined by differential leveling BE0330.and adjusted by the National Geodetic Survey in June 1991. BE0330 BE0330.The geoid height was determined by GEOID99. BE0330 BE0330.The dynamic height is computed by dividing the NAVD 88 BE0330.geopotential number by the normal gravity value computed on the BE0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0330.degrees latitude (g = 980.6199 gals.). BE0330 BE0330.The modeled gravity was interpolated from observed gravity values. BE0330 BE0330; North East Units Estimated Accuracy BE0330;SPC FL N - 203,440. 547,940. MT (+/- 180 meters Scaled) BE0330 BE0330 SUPERSEDED SURVEY CONTROL BE0330 BE0330 NGVD 29 - 33.456 (m) 109.76 (f) ADJ UNCH 2 0 BE0330 BE0330.Superseded values are not recommended for survey control. BE0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0330.See file dsdata.txt to determine how the superseded data were derived. BE0330 BE0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV870128(NAD 83) BE0330_MARKER: DB = BENCH MARK DISK BE0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0330_STAMPING: Q 129 1952 BE0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0330+STABILITY: SURFACE MOTION BE0330 BE0330 HISTORY - Date Condition Report By BE0330 HISTORY - 1952 MONUMENTED CGS BE0330 HISTORY - 1989 GOOD USPSQD BE0330 HISTORY - 19970715 GOOD USPSQD BE0330 HISTORY - 20010331 GOOD NGS BE0330 HISTORY - 20010331 GOOD NGS BE0330 HISTORY - 20010331 GOOD NGS BE0330 HISTORY - 20010331 GOOD NGS BE0330 HISTORY - 20010331 GOOD NGS BE0330 HISTORY - 20010331 GOOD NGS BE0330 BE0330 STATION DESCRIPTION BE0330 BE0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 BE0330'0.8 MI N FROM DELLWOOD. BE0330'ABOUT 0.8 MILE NORTH ALONG A GRADED ROAD FROM THE SCHOOL AT BE0330'DELLWOOD, ABOUT 0.65 MILE NORTHEAST OF CROSSING OF STATE HIGHWAY BE0330'69, 32 FEET SOUTHEAST OF CENTER LINE OF ROAD, 62 FEET NORTH-NORTHWEST BE0330'OF NORTH CORNER OF A 1-STORY FRAME HOUSE, 50 FEET WEST OF AN 8-INCH BE0330'PECAN TREE, 14 1/2 FEET SOUTH OF A FENCE CORNER, 1 1/2 FEET WEST BE0330'OF A FENCE LINE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, BE0330'ABOUT 2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE BE0330'POST PROJECTING 3 INCHES. BE0330 BE0330 STATION RECOVERY (1989) BE0330 BE0330'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0330'RECOVERED IN GOOD CONDITION. BE0330 BE0330 STATION RECOVERY (1997) BE0330 BE0330'RECOVERY NOTE BY US POWER SQUADRON 1997 BE0330'RECOVERED IN GOOD CONDITION. BE0330 BE0330 STATION RECOVERY (2001) BE0330 BE0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0330'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0330 BE0330 STATION RECOVERY (2001) BE0330 BE0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0330'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0330 BE0330 STATION RECOVERY (2001) BE0330 BE0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0330'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0330 BE0330 STATION RECOVERY (2001) BE0330 BE0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0330'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0330 BE0330 STATION RECOVERY (2001) BE0330 BE0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0330'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0330 BE0330 STATION RECOVERY (2001) BE0330 BE0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0330'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0221 *********************************************************************** BE0221 DESIGNATION - Q 160 BE0221 PID - BE0221 BE0221 STATE/COUNTY- FL/JACKSON BE0221 USGS QUAD - COTTONDALE WEST (1994) BE0221 BE0221 *CURRENT SURVEY CONTROL BE0221 ___________________________________________________________________ BE0221* NAD 83(1986)- 30 47 18. (N) 085 27 26. (W) SCALED BE0221* NAVD 88 - 38.101 (meters) 125.00 (feet) ADJUSTED BE0221 ___________________________________________________________________ BE0221 GEOID HEIGHT- -27.85 (meters) GEOID99 BE0221 DYNAMIC HT - 38.052 (meters) 124.84 (feet) COMP BE0221 MODELED GRAV- 979,357.1 (mgal) NAVD 88 BE0221 BE0221 VERT ORDER - FIRST CLASS II BE0221 BE0221.The horizontal coordinates were scaled from a topographic map and have BE0221.an estimated accuracy of +/- 6 seconds. BE0221 BE0221.The orthometric height was determined by differential leveling BE0221.and adjusted by the National Geodetic Survey in June 1991. BE0221 BE0221.The geoid height was determined by GEOID99. BE0221 BE0221.The dynamic height is computed by dividing the NAVD 88 BE0221.geopotential number by the normal gravity value computed on the BE0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0221.degrees latitude (g = 980.6199 gals.). BE0221 BE0221.The modeled gravity was interpolated from observed gravity values. BE0221 BE0221; North East Units Estimated Accuracy BE0221;SPC FL N - 198,620. 508,380. MT (+/- 180 meters Scaled) BE0221 BE0221 SUPERSEDED SURVEY CONTROL BE0221 BE0221 NGVD 29 - 38.216 (m) 125.38 (f) ADJ UNCH 1 2 BE0221 BE0221.Superseded values are not recommended for survey control. BE0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0221.See file dsdata.txt to determine how the superseded data were derived. BE0221 BE0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV476071(NAD 83) BE0221_MARKER: DB = BENCH MARK DISK BE0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0221_STAMPING: Q 160 1955 BE0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0221+STABILITY: SURFACE MOTION BE0221 BE0221 HISTORY - Date Condition Report By BE0221 HISTORY - 1955 MONUMENTED CGS BE0221 HISTORY - 20010331 MARK NOT FOUND NGS BE0221 HISTORY - 20010331 MARK NOT FOUND NGS BE0221 HISTORY - 20010331 MARK NOT FOUND NGS BE0221 HISTORY - 20010331 MARK NOT FOUND NGS BE0221 HISTORY - 20010331 MARK NOT FOUND NGS BE0221 BE0221 STATION DESCRIPTION BE0221 BE0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 BE0221'4.6 MI W FROM COTTONDALE. BE0221'ABOUT 4.65 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD BE0221'FROM THE STATION AT COTTONDALE, ABOUT 4.8 MILES EAST OF THE BE0221'STATION AT CHIPLEY, WASHINGTON COUNTY, ABOUT 376 YARDS WEST BE0221'OF MILE POST 772, ABOUT 190 YARDS WEST OF TRESTLE NO. 91, AT BE0221'A GRADED ROAD CROSSING, 46 FEET SOUTH OF SOUTH RAIL, 111 FEET BE0221'SOUTHWEST OF CENTER OF CROSSING, 99 FEET WEST OF CENTER LINE OF BE0221'GRADED ROAD, 96 FEET SOUTHWEST OF THE FIRST TELEPHONE POLE BE0221'WEST OF CROSSING, 87 1/2 FEET WEST-NORTHWEST OF POWER POLE BE0221'NO. C 32 A/20 ON A NORTH-SOUTH POWER LINE, 1 FOOT NORTH OF A BE0221'FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT BE0221'2 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE BE0221'POST PROJECTING 3 INCHES. BE0221 BE0221 STATION RECOVERY (2001) BE0221 BE0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0221'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0221 BE0221 STATION RECOVERY (2001) BE0221 BE0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0221'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0221 BE0221 STATION RECOVERY (2001) BE0221 BE0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0221'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0221 BE0221 STATION RECOVERY (2001) BE0221 BE0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0221'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0221 BE0221 STATION RECOVERY (2001) BE0221 BE0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0221'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0328 *********************************************************************** BE0328 DESIGNATION - R 129 BE0328 PID - BE0328 BE0328 STATE/COUNTY- FL/JACKSON BE0328 USGS QUAD - DELLWOOD (1994) BE0328 BE0328 *CURRENT SURVEY CONTROL BE0328 ___________________________________________________________________ BE0328* NAD 83(1986)- 30 50 41. (N) 085 02 16. (W) SCALED BE0328* NAVD 88 - 36.173 (meters) 118.68 (feet) ADJUSTED BE0328 ___________________________________________________________________ BE0328 GEOID HEIGHT- -28.17 (meters) GEOID99 BE0328 DYNAMIC HT - 36.126 (meters) 118.52 (feet) COMP BE0328 MODELED GRAV- 979,346.8 (mgal) NAVD 88 BE0328 BE0328 VERT ORDER - SECOND CLASS 0 BE0328 BE0328.The horizontal coordinates were scaled from a topographic map and have BE0328.an estimated accuracy of +/- 6 seconds. BE0328 BE0328.The orthometric height was determined by differential leveling BE0328.and adjusted by the National Geodetic Survey in June 1991. BE0328 BE0328.The geoid height was determined by GEOID99. BE0328 BE0328.The dynamic height is computed by dividing the NAVD 88 BE0328.geopotential number by the normal gravity value computed on the BE0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0328.degrees latitude (g = 980.6199 gals.). BE0328 BE0328.The modeled gravity was interpolated from observed gravity values. BE0328 BE0328; North East Units Estimated Accuracy BE0328;SPC FL N - 204,610. 548,560. MT (+/- 180 meters Scaled) BE0328 BE0328 SUPERSEDED SURVEY CONTROL BE0328 BE0328 NGVD 29 - 36.303 (m) 119.10 (f) ADJ UNCH 2 0 BE0328 BE0328.Superseded values are not recommended for survey control. BE0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0328.See file dsdata.txt to determine how the superseded data were derived. BE0328 BE0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV876140(NAD 83) BE0328_MARKER: DB = BENCH MARK DISK BE0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0328_STAMPING: R 129 1952 BE0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0328+STABILITY: SURFACE MOTION BE0328 BE0328 HISTORY - Date Condition Report By BE0328 HISTORY - 1952 MONUMENTED CGS BE0328 HISTORY - 1989 GOOD USPSQD BE0328 HISTORY - 19970715 GOOD USPSQD BE0328 HISTORY - 20010331 GOOD NGS BE0328 HISTORY - 20010331 GOOD NGS BE0328 HISTORY - 20010331 GOOD NGS BE0328 HISTORY - 20010331 GOOD NGS BE0328 HISTORY - 20010331 GOOD NGS BE0328 HISTORY - 20010331 GOOD NGS BE0328 BE0328 STATION DESCRIPTION BE0328 BE0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 BE0328'1.6 MI N FROM DELLWOOD. BE0328'ABOUT 1.65 MILES NORTH ALONG A GRADED ROAD FROM THE SCHOOL AT BE0328'DELLWOOD, 44 FEET EAST OF CENTER LINE OF ROAD, ABOUT 65 FEET BE0328'NORTHWEST OF NORTHWEST CORNER OF A FRAME HOUSE, 59 FEET NORTH OF BE0328'THE WEST END OF SIDE WALK TO HOUSE, 26 FEET SOUTHWEST OF THE BE0328'NORTH ONE OF TWO 50-INCH OAK TREES, 2 FEET WEST OF A FENCE LINE, BE0328'1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH BE0328'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES. BE0328 BE0328 STATION RECOVERY (1989) BE0328 BE0328'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0328'RECOVERED IN GOOD CONDITION. BE0328 BE0328 STATION RECOVERY (1997) BE0328 BE0328'RECOVERY NOTE BY US POWER SQUADRON 1997 BE0328'RECOVERED IN GOOD CONDITION. BE0328 BE0328 STATION RECOVERY (2001) BE0328 BE0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0328'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0328 BE0328 STATION RECOVERY (2001) BE0328 BE0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0328'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0328 BE0328 STATION RECOVERY (2001) BE0328 BE0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0328'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0328 BE0328 STATION RECOVERY (2001) BE0328 BE0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0328'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0328 BE0328 STATION RECOVERY (2001) BE0328 BE0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0328'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0328 BE0328 STATION RECOVERY (2001) BE0328 BE0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0328'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0220 *********************************************************************** BE0220 DESIGNATION - R 160 BE0220 PID - BE0220 BE0220 STATE/COUNTY- FL/JACKSON BE0220 USGS QUAD - COTTONDALE WEST (1994) BE0220 BE0220 *CURRENT SURVEY CONTROL BE0220 ___________________________________________________________________ BE0220* NAD 83(1986)- 30 47 22. (N) 085 26 30. (W) SCALED BE0220* NAVD 88 - 39.601 (meters) 129.92 (feet) ADJUSTED BE0220 ___________________________________________________________________ BE0220 GEOID HEIGHT- -27.86 (meters) GEOID99 BE0220 DYNAMIC HT - 39.550 (meters) 129.76 (feet) COMP BE0220 MODELED GRAV- 979,357.8 (mgal) NAVD 88 BE0220 BE0220 VERT ORDER - FIRST CLASS II BE0220 BE0220.The horizontal coordinates were scaled from a topographic map and have BE0220.an estimated accuracy of +/- 6 seconds. BE0220 BE0220.The orthometric height was determined by differential leveling BE0220.and adjusted by the National Geodetic Survey in June 1991. BE0220 BE0220.The geoid height was determined by GEOID99. BE0220 BE0220.The dynamic height is computed by dividing the NAVD 88 BE0220.geopotential number by the normal gravity value computed on the BE0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0220.degrees latitude (g = 980.6199 gals.). BE0220 BE0220.The modeled gravity was interpolated from observed gravity values. BE0220 BE0220; North East Units Estimated Accuracy BE0220;SPC FL N - 198,730. 509,870. MT (+/- 180 meters Scaled) BE0220 BE0220 SUPERSEDED SURVEY CONTROL BE0220 BE0220 NGVD 29 - 39.717 (m) 130.30 (f) ADJ UNCH 1 2 BE0220 BE0220.Superseded values are not recommended for survey control. BE0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0220.See file dsdata.txt to determine how the superseded data were derived. BE0220 BE0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV491073(NAD 83) BE0220_MARKER: DB = BENCH MARK DISK BE0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0220_STAMPING: R 160 1955 BE0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0220+STABILITY: SURFACE MOTION BE0220 BE0220 HISTORY - Date Condition Report By BE0220 HISTORY - 1955 MONUMENTED CGS BE0220 HISTORY - 20010331 POOR NGS BE0220 HISTORY - 20010331 POOR NGS BE0220 HISTORY - 20010331 POOR NGS BE0220 BE0220 STATION DESCRIPTION BE0220 BE0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 BE0220'3.7 MI W FROM COTTONDALE. BE0220'ABOUT 3.7 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD BE0220'FROM THE STATION AT COTTONDALE, ABOUT 465 YARDS WEST OF MILE BE0220'POST 773, ABOUT 415 YARDS WEST OF WEST END OF TRESTLE NO. 93, BE0220'AT A NORTH-SOUTH ROAD CROSSING, 45 FEET NORTH OF NORTH RAIL, BE0220'63 FEET NORTHEAST OF CENTER OF GRADED ROAD CROSSING, 41 FEET BE0220'EAST OF CENTER LINE OF GRADED ROAD, 28 FEET EAST OF A FENCE BE0220'CORNER, 1 FOOT SOUTH OF A FENCE LINE, 48 1/2 FEET NORTHWEST BE0220'OF THE FIRST TELEPHONE POLE EAST OF CROSSING, 41 FEET SOUTHEAST BE0220'OF POWER POLE NO. C 32 -36 ON A NORTH-SOUTH POWER LINE, 2 FEET BE0220'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH TRACK BE0220'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. BE0220 BE0220 STATION RECOVERY (2001) BE0220 BE0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0220'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0220 BE0220 STATION RECOVERY (2001) BE0220 BE0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0220'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0220 BE0220 STATION RECOVERY (2001) BE0220 BE0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0220'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0152 *********************************************************************** BE0152 DESIGNATION - S 126 RESET 1961 BE0152 PID - BE0152 BE0152 STATE/COUNTY- FL/JACKSON BE0152 USGS QUAD - SILLS (1994) BE0152 BE0152 *CURRENT SURVEY CONTROL BE0152 ___________________________________________________________________ BE0152* NAD 83(1986)- 30 52 36. (N) 085 16 50. (W) SCALED BE0152* NAVD 88 - 28.12 (meters) 92.3 (feet) RESET BE0152 ___________________________________________________________________ BE0152 GEOID HEIGHT- -27.93 (meters) GEOID99 BE0152 BE0152 VERT ORDER - THIRD BE0152 BE0152.The horizontal coordinates were scaled from a topographic map and have BE0152.an estimated accuracy of +/- 6 seconds. BE0152 BE0152.The orthometric height was computed from unverified reset data. BE0152 BE0152.The geoid height was determined by GEOID99. BE0152 BE0152; North East Units Estimated Accuracy BE0152;SPC FL N - 208,290. 525,360. MT (+/- 180 meters Scaled) BE0152 BE0152 SUPERSEDED SURVEY CONTROL BE0152 BE0152 NGVD 29 - 28.24 (m) 92.7 (f) RESET 3 BE0152 BE0152.Superseded values are not recommended for survey control. BE0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0152.See file dsdata.txt to determine how the superseded data were derived. BE0152 BE0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV643172(NAD 83) BE0152_MARKER: DB = BENCH MARK DISK BE0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0152_STAMPING: S 126 RESET 1961 BE0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0152+STABILITY: SURFACE MOTION BE0152 BE0152 HISTORY - Date Condition Report By BE0152 HISTORY - 1961 MONUMENTED CGS BE0152 HISTORY - 1978 MARK NOT FOUND USGS BE0152 BE0152 STATION DESCRIPTION BE0152 BE0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 BE0152'10.1 MI SE FROM CAMPBELLTON. BE0152'ABOUT 4.9 MILES SOUTH ALONG U.S. HIGHWAY 231 FROM THE WATER BE0152'TANK AT CAMPBELLTON, THENCE 5.2 MILES EAST ALONG STATE ROAD 162, BE0152'48.5 FEET SOUTH OF THE CENTER OF THE ROAD, 1.6 FOOT NORTH OF BE0152'A FENCE AND 0.5 FOOT SOUTH OF A WITNESS SIGN. A STANDARD DISK BE0152'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. BE0152 BE0152 STATION RECOVERY (1978) BE0152 BE0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 BE0152'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE1761 *********************************************************************** BE1761 DESIGNATION - S 128 RESET 1983 BE1761 PID - BE1761 BE1761 STATE/COUNTY- FL/JACKSON BE1761 USGS QUAD - BASCOM (1994) BE1761 BE1761 *CURRENT SURVEY CONTROL BE1761 ___________________________________________________________________ BE1761* NAD 83(1986)- 30 58 16. (N) 085 05 51. (W) SCALED BE1761* NAVD 88 - 42.84 (meters) 140.6 (feet) RESET BE1761 ___________________________________________________________________ BE1761 GEOID HEIGHT- -27.90 (meters) GEOID99 BE1761 BE1761 VERT ORDER - THIRD BE1761 BE1761.The horizontal coordinates were scaled from a topographic map and have BE1761.an estimated accuracy of +/- 6 seconds. BE1761 BE1761.The orthometric height was computed from unverified reset data. BE1761.No vertical observational check was made to the station. BE1761 BE1761.The geoid height was determined by GEOID99. BE1761 BE1761; North East Units Estimated Accuracy BE1761;SPC FL N - 218,650. 542,920. MT (+/- 180 meters Scaled) BE1761 BE1761 SUPERSEDED SURVEY CONTROL BE1761 BE1761 NGVD 29 - 42.96 (m) 140.9 (f) RESET 3 BE1761 BE1761.Superseded values are not recommended for survey control. BE1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE1761.See file dsdata.txt to determine how the superseded data were derived. BE1761 BE1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV816279(NAD 83) BE1761_MARKER: DB = BENCH MARK DISK BE1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE1761_STAMPING: S 128 RESET 1983 BE1761_PROJECTION: FLUSH BE1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE1761+STABILITY: SURFACE MOTION BE1761 BE1761 HISTORY - Date Condition Report By BE1761 HISTORY - 1983 MONUMENTED NGS BE1761 BE1761 STATION DESCRIPTION BE1761 BE1761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 BE1761'4.0 MI EAST FROM MALONE. BE1761'4.0 MILES EAST ALONG STATE HIGHWAY 2 FROM ITS JUNCTION WITH STATE BE1761'HIGHWAY 71 IN MALONE, AT JUNCTION WITH PINE STREET LEADING SOUTH, BE1761'114.0 FEET NORTHWEST OF THE NORTHEAST CORNER OF HOUSE, 92.0 FEET BE1761'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 56.0 FEET NORTHWEST BE1761'OF A 60-INCH TWIN TRUNK OAK TREE, 39.0 FEET SOUTHEAST OF THE CENTER BE1761'OF STATE HIGHWAY 2, 25.5 FEET NORTHEAST OF THE CENTER OF PINE BE1761'STREET, AND 1.5 FEET NORTHEAST OF A IRON PIPE PROPERTY MARKER. BE1761'THE MARK IS 1.7 FT NE FROM A WITNESS POST. BE1761'THE MARK IS 2.0 FT ABOVE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0223 *********************************************************************** BE0223 DESIGNATION - S 160 BE0223 PID - BE0223 BE0223 STATE/COUNTY- FL/JACKSON BE0223 USGS QUAD - COTTONDALE WEST (1994) BE0223 BE0223 *CURRENT SURVEY CONTROL BE0223 ___________________________________________________________________ BE0223* NAD 83(1986)- 30 47 27. (N) 085 25 36. (W) SCALED BE0223* NAVD 88 - 41.449 (meters) 135.99 (feet) ADJUSTED BE0223 ___________________________________________________________________ BE0223 GEOID HEIGHT- -27.87 (meters) GEOID99 BE0223 DYNAMIC HT - 41.396 (meters) 135.81 (feet) COMP BE0223 MODELED GRAV- 979,358.5 (mgal) NAVD 88 BE0223 BE0223 VERT ORDER - FIRST CLASS II BE0223 BE0223.The horizontal coordinates were scaled from a topographic map and have BE0223.an estimated accuracy of +/- 6 seconds. BE0223 BE0223.The orthometric height was determined by differential leveling BE0223.and adjusted by the National Geodetic Survey in June 1991. BE0223 BE0223.The geoid height was determined by GEOID99. BE0223 BE0223.The dynamic height is computed by dividing the NAVD 88 BE0223.geopotential number by the normal gravity value computed on the BE0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0223.degrees latitude (g = 980.6199 gals.). BE0223 BE0223.The modeled gravity was interpolated from observed gravity values. BE0223 BE0223; North East Units Estimated Accuracy BE0223;SPC FL N - 198,880. 511,310. MT (+/- 180 meters Scaled) BE0223 BE0223 SUPERSEDED SURVEY CONTROL BE0223 BE0223 NGVD 29 - 41.564 (m) 136.36 (f) ADJ UNCH 1 2 BE0223 BE0223.Superseded values are not recommended for survey control. BE0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0223.See file dsdata.txt to determine how the superseded data were derived. BE0223 BE0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV505074(NAD 83) BE0223_MARKER: DB = BENCH MARK DISK BE0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0223_STAMPING: S 160 1955 BE0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0223+STABILITY: SURFACE MOTION BE0223 BE0223 HISTORY - Date Condition Report By BE0223 HISTORY - 1955 MONUMENTED CGS BE0223 HISTORY - 20010331 POOR NGS BE0223 HISTORY - 20010331 POOR NGS BE0223 HISTORY - 20010331 POOR NGS BE0223 HISTORY - 20010331 POOR NGS BE0223 HISTORY - 20010331 POOR NGS BE0223 BE0223 STATION DESCRIPTION BE0223 BE0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 BE0223'2.8 MI W FROM COTTONDALE. BE0223'ABOUT 2.85 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD BE0223'FROM THE STATION AT COTTONDALE, ABOUT 0.4 MILE WEST OF MILE BE0223'POST 774, AT A PRIVATE FIELD ROAD CROSSING, 45 FEET SOUTH OF SOUTH BE0223'RAIL, 63 1/2 FEET SOUTHEAST OF CENTER OF FIELD ROAD CROSSING, 1 BE0223'FOOT NORTH OF A FENCE LINE, 98 FEET SOUTHEAST AND ACROSS TRACK BE0223'AND FIELD ROAD FROM TELEPHONE POLE NO. 1588, 140 1/2 FEET NORTHEAST BE0223'AND ACROSS ROAD FROM THE NORTHEAST CORNER OF CHIMNEY OF A SMALL BE0223'WHITE FRAME HOUSE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, BE0223'ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE POST BE0223'PROJECTING 3 INCHES. BE0223 BE0223 STATION RECOVERY (2001) BE0223 BE0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0223'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0223 BE0223 STATION RECOVERY (2001) BE0223 BE0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0223'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0223 BE0223 STATION RECOVERY (2001) BE0223 BE0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0223'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0223 BE0223 STATION RECOVERY (2001) BE0223 BE0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0223'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0223 BE0223 STATION RECOVERY (2001) BE0223 BE0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0223'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0191 *********************************************************************** BE0191 DESIGNATION - T 11 USE RESET 1963 BE0191 PID - BE0191 BE0191 STATE/COUNTY- FL/JACKSON BE0191 USGS QUAD - BASCOM (1994) BE0191 BE0191 *CURRENT SURVEY CONTROL BE0191 ___________________________________________________________________ BE0191* NAD 83(1986)- 30 56 27. (N) 085 00 11. (W) SCALED BE0191* NAVD 88 - 32.22 (meters) 105.7 (feet) RESET BE0191 ___________________________________________________________________ BE0191 GEOID HEIGHT- -28.00 (meters) GEOID99 BE0191 BE0191 VERT ORDER - THIRD BE0191 BE0191.The horizontal coordinates were scaled from a topographic map and have BE0191.an estimated accuracy of +/- 6 seconds. BE0191 BE0191.The orthometric height was computed from unverified reset data. BE0191 BE0191.The geoid height was determined by GEOID99. BE0191 BE0191; North East Units Estimated Accuracy BE0191;SPC FL N - 215,250. 551,930. MT (+/- 180 meters Scaled) BE0191 BE0191 SUPERSEDED SURVEY CONTROL BE0191 BE0191.No superseded survey control is available for this station. BE0191 BE0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV907247(NAD 83) BE0191_MARKER: DB = BENCH MARK DISK BE0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0191_STAMPING: T 11 RESET 1963 BE0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0191+STABILITY: SURFACE MOTION BE0191 BE0191 HISTORY - Date Condition Report By BE0191 HISTORY - 1963 MONUMENTED CGS BE0191 BE0191 STATION DESCRIPTION BE0191 BE0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 BE0191'19.2 MI N FROM SNEADS. BE0191'19.25 MILES NORTH ALONG STATE ROAD 271 FROM THE JUNCTION WITH BE0191'U.S. HIGHWAY 90 AT SNEADS, ABOUT 3 MILES SOUTH OF THE JUNCTION BE0191'WITH STATE ROAD 2, 52 FEET WEST OF THE CENTER OF THE ROAD, BE0191'35 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE AND 1 FOOT BE0191'WEST OF A WITNESS POST. A U.S. ENGINEERS DISK SET IN THE TOP BE0191'OF A 6-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0234 *********************************************************************** BE0234 DESIGNATION - T 134 BE0234 PID - BE0234 BE0234 STATE/COUNTY- FL/JACKSON BE0234 USGS QUAD - COTTONDALE WEST (1994) BE0234 BE0234 *CURRENT SURVEY CONTROL BE0234 ___________________________________________________________________ BE0234* NAD 83(1986)- 30 48 19. (N) 085 23 06. (W) SCALED BE0234* NAVD 88 - 42.867 (meters) 140.64 (feet) ADJUSTED BE0234 ___________________________________________________________________ BE0234 GEOID HEIGHT- -27.89 (meters) GEOID99 BE0234 DYNAMIC HT - 42.812 (meters) 140.46 (feet) COMP BE0234 MODELED GRAV- 979,360.7 (mgal) NAVD 88 BE0234 BE0234 VERT ORDER - SECOND CLASS 0 BE0234 BE0234.The horizontal coordinates were scaled from a topographic map and have BE0234.an estimated accuracy of +/- 6 seconds. BE0234 BE0234.The orthometric height was determined by differential leveling BE0234.and adjusted by the National Geodetic Survey in June 1991. BE0234 BE0234.The geoid height was determined by GEOID99. BE0234 BE0234.The dynamic height is computed by dividing the NAVD 88 BE0234.geopotential number by the normal gravity value computed on the BE0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0234.degrees latitude (g = 980.6199 gals.). BE0234 BE0234.The modeled gravity was interpolated from observed gravity values. BE0234 BE0234; North East Units Estimated Accuracy BE0234;SPC FL N - 200,450. 515,310. MT (+/- 180 meters Scaled) BE0234 BE0234 SUPERSEDED SURVEY CONTROL BE0234 BE0234 NGVD 29 - 42.985 (m) 141.03 (f) ADJ UNCH 2 0 BE0234 BE0234.Superseded values are not recommended for survey control. BE0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0234.See file dsdata.txt to determine how the superseded data were derived. BE0234 BE0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV545091(NAD 83) BE0234_MARKER: DB = BENCH MARK DISK BE0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0234_STAMPING: T 134 1954 BE0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0234+STABILITY: SURFACE MOTION BE0234 BE0234 HISTORY - Date Condition Report By BE0234 HISTORY - 1954 MONUMENTED CGS BE0234 HISTORY - 19910508 GOOD USPSQD BE0234 HISTORY - 20010331 GOOD NGS BE0234 HISTORY - 20010331 GOOD NGS BE0234 HISTORY - 20010331 GOOD NGS BE0234 HISTORY - 20010331 GOOD NGS BE0234 HISTORY - 20010331 GOOD NGS BE0234 BE0234 STATION DESCRIPTION BE0234 BE0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 BE0234'0.7 MI NW FROM COTTONDALE. BE0234'ABOUT 0.7 MILE NORTHWEST ALONG THE ATLANTA AND SAINT ANDREWS BE0234'BAY RAILWAY FROM THE STATION AT COTTONDALE, 207 YARDS NORTHWEST BE0234'OF MILE POST P 52 - D-30, 46 FEET NORTHEAST OF NORTHEAST RAIL, 1 BE0234'1/2 FEET SOUTHWEST OF A FENCE LINE, 269 FEET NORTHWEST OF BE0234'NORTHEAST END OF A 30-INCH CORRUGATED PIPE CULVERT UNDER TRACK, BE0234'325 FEET SOUTHEAST OF CENTER OF AN EAST-WEST ROAD CROSSING, BE0234'100 FEET NORTH AND ACROSS TRACK FROM A YARD LIMIT SIGN, 128 BE0234'1/2 FEET EAST AND ACROSS TRACK FROM A CONCRETE SIGN POST COTTONDALE, BE0234'ABOUT 3 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A BE0234'CONCRETE POST PROJECTING 3 INCHES. BE0234 BE0234 STATION RECOVERY (1991) BE0234 BE0234'RECOVERY NOTE BY US POWER SQUADRON 1991 (JLR) BE0234'RECOVERED IN GOOD CONDITION. BE0234 BE0234 STATION RECOVERY (2001) BE0234 BE0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0234'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0234 BE0234 STATION RECOVERY (2001) BE0234 BE0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0234'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0234 BE0234 STATION RECOVERY (2001) BE0234 BE0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0234'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0234 BE0234 STATION RECOVERY (2001) BE0234 BE0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0234'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0234 BE0234 STATION RECOVERY (2001) BE0234 BE0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0234'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0224 *********************************************************************** BE0224 DESIGNATION - T 160 BE0224 PID - BE0224 BE0224 STATE/COUNTY- FL/JACKSON BE0224 USGS QUAD - COTTONDALE WEST (1994) BE0224 BE0224 *CURRENT SURVEY CONTROL BE0224 ___________________________________________________________________ BE0224* NAD 83(1986)- 30 47 28. (N) 085 24 57. (W) SCALED BE0224* NAVD 88 - 43.087 (meters) 141.36 (feet) ADJUSTED BE0224 ___________________________________________________________________ BE0224 GEOID HEIGHT- -27.88 (meters) GEOID99 BE0224 DYNAMIC HT - 43.032 (meters) 141.18 (feet) COMP BE0224 MODELED GRAV- 979,358.9 (mgal) NAVD 88 BE0224 BE0224 VERT ORDER - FIRST CLASS II BE0224 BE0224.The horizontal coordinates were scaled from a topographic map and have BE0224.an estimated accuracy of +/- 6 seconds. BE0224 BE0224.The orthometric height was determined by differential leveling BE0224.and adjusted by the National Geodetic Survey in June 1991. BE0224 BE0224.The geoid height was determined by GEOID99. BE0224 BE0224.The dynamic height is computed by dividing the NAVD 88 BE0224.geopotential number by the normal gravity value computed on the BE0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0224.degrees latitude (g = 980.6199 gals.). BE0224 BE0224.The modeled gravity was interpolated from observed gravity values. BE0224 BE0224; North East Units Estimated Accuracy BE0224;SPC FL N - 198,900. 512,340. MT (+/- 180 meters Scaled) BE0224 BE0224 SUPERSEDED SURVEY CONTROL BE0224 BE0224 NGVD 29 - 43.204 (m) 141.75 (f) ADJ UNCH 1 2 BE0224 BE0224.Superseded values are not recommended for survey control. BE0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0224.See file dsdata.txt to determine how the superseded data were derived. BE0224 BE0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV515075(NAD 83) BE0224_MARKER: DB = BENCH MARK DISK BE0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0224_STAMPING: T 160 1955 BE0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0224+STABILITY: SURFACE MOTION BE0224 BE0224 HISTORY - Date Condition Report By BE0224 HISTORY - 1955 MONUMENTED CGS BE0224 HISTORY - 20010331 GOOD NGS BE0224 HISTORY - 20010331 GOOD NGS BE0224 HISTORY - 20010331 GOOD NGS BE0224 HISTORY - 20010331 GOOD NGS BE0224 HISTORY - 20010331 GOOD NGS BE0224 BE0224 STATION DESCRIPTION BE0224 BE0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 BE0224'2.2 MI W FROM COTTONDALE. BE0224'ABOUT 2.2 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD BE0224'FROM THE STATION AT COTTONDALE, ABOUT 487 YARDS EAST OF MILE BE0224'POST 774, AT A GRADED ROAD CROSSING, 45 1/2 FEET NORTH OF BE0224'NORTH RAIL, 82 FEET NORTHEAST OF CENTER OF CROSSING, 69 FEET BE0224'EAST OF CENTER LINE OF GRADED ROAD, 85 FEET WEST-NORTHWEST OF BE0224'THE FIRST TELEPHONE POLE EAST OF CROSSING, 33 FEET EAST-SOUTHEAST BE0224'OF A 36-INCH OAK TREE (THE SOUTHEAST ONE OF A GROUP OF LARGE BE0224'OAK TREES), 2 FEET SOUTHEAST OF A FENCE CORNER, 1 FOOT SOUTH BE0224'OF A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, BE0224'ABOUT 1 FOOT ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A BE0224'CONCRETE POST PROJECTING 3 INCHES. BE0224 BE0224 STATION RECOVERY (2001) BE0224 BE0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0224'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0224 BE0224 STATION RECOVERY (2001) BE0224 BE0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0224'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0224 BE0224 STATION RECOVERY (2001) BE0224 BE0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0224'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0224 BE0224 STATION RECOVERY (2001) BE0224 BE0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0224'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0224 BE0224 STATION RECOVERY (2001) BE0224 BE0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0224'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0169 *********************************************************************** BE0169 DESIGNATION - TT 50 CWH USGS BE0169 PID - BE0169 BE0169 STATE/COUNTY- FL/JACKSON BE0169 USGS QUAD - MALONE (1982) BE0169 BE0169 *CURRENT SURVEY CONTROL BE0169 ___________________________________________________________________ BE0169* NAD 83(1986)- 30 54 41. (N) 085 13 40. (W) SCALED BE0169* NAVD 88 - 40.380 (meters) 132.48 (feet) ADJUSTED BE0169 ___________________________________________________________________ BE0169 GEOID HEIGHT- -27.93 (meters) GEOID99 BE0169 DYNAMIC HT - 40.328 (meters) 132.31 (feet) COMP BE0169 MODELED GRAV- 979,363.6 (mgal) NAVD 88 BE0169 BE0169 VERT ORDER - SECOND CLASS 0 BE0169 BE0169.The horizontal coordinates were scaled from a topographic map and have BE0169.an estimated accuracy of +/- 6 seconds. BE0169 BE0169.The orthometric height was determined by differential leveling BE0169.and adjusted by the National Geodetic Survey in June 1991. BE0169 BE0169.The geoid height was determined by GEOID99. BE0169 BE0169.The dynamic height is computed by dividing the NAVD 88 BE0169.geopotential number by the normal gravity value computed on the BE0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0169.degrees latitude (g = 980.6199 gals.). BE0169 BE0169.The modeled gravity was interpolated from observed gravity values. BE0169 BE0169; North East Units Estimated Accuracy BE0169;SPC FL N - 212,100. 530,430. MT (+/- 180 meters Scaled) BE0169 BE0169 SUPERSEDED SURVEY CONTROL BE0169 BE0169 NGVD 29 - 40.500 (m) 132.87 (f) ADJ UNCH 2 0 BE0169 BE0169.Superseded values are not recommended for survey control. BE0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0169.See file dsdata.txt to determine how the superseded data were derived. BE0169 BE0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV693211(NAD 83) BE0169_MARKER: DD = SURVEY DISK BE0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0169_STAMPING: TT 50 CWH 1947 133 BE0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0169+STABILITY: SURFACE MOTION BE0169 BE0169 HISTORY - Date Condition Report By BE0169 HISTORY - 1947 MONUMENTED USGS BE0169 HISTORY - 1952 GOOD NGS BE0169 HISTORY - 1989 MARK NOT FOUND USPSQD BE0169 HISTORY - 20010331 MARK NOT FOUND NGS BE0169 HISTORY - 20010331 MARK NOT FOUND NGS BE0169 HISTORY - 20010331 GOOD NGS BE0169 BE0169 STATION DESCRIPTION BE0169 BE0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952 BE0169'5.9 MI NW FROM GREENWOOD. BE0169'ABOUT 2.65 MILES WEST ALONG A GRADED ROAD FROM THE SCHOOL AT BE0169'GREENWOOD, THENCE ABOUT 3.25 MILES NORTH AND NORTHWEST ALONG A BE0169'GRADED ROAD, AT A 5-POINT INTERSECTION, 29 FEET SOUTHWEST OF CENTER BE0169'LINE OF MAIN ROAD, 93 FEET WEST OF CENTER OF INTERSECTION, 77 BE0169'FEET NORTHWEST OF CENTER LINE OF ROAD SOUTHWEST, 28 FEET NORTHEAST BE0169'OF A FENCE LINE, 8 FEET SOUTHWEST OF A LONE 8-INCH PINE TREE, 1 BE0169'FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 BE0169'FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST BE0169'PROJECTING 6 INCHES. BE0169 BE0169 STATION RECOVERY (1989) BE0169 BE0169'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0169'MARK NOT FOUND. BE0169 BE0169 STATION RECOVERY (2001) BE0169 BE0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0169'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0169 BE0169 STATION RECOVERY (2001) BE0169 BE0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0169'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0169 BE0169 STATION RECOVERY (2001) BE0169 BE0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 BE0169'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0171 *********************************************************************** BE0171 DESIGNATION - TT 51 CWH USGS BE0171 PID - BE0171 BE0171 STATE/COUNTY- FL/JACKSON BE0171 USGS QUAD - MALONE (1982) BE0171 BE0171 *CURRENT SURVEY CONTROL BE0171 ___________________________________________________________________ BE0171* NAD 83(1986)- 30 53 34. (N) 085 12 41. (W) SCALED BE0171* NAVD 88 - 26.699 (meters) 87.59 (feet) ADJUSTED BE0171 ___________________________________________________________________ BE0171 GEOID HEIGHT- -27.97 (meters) GEOID99 BE0171 DYNAMIC HT - 26.665 (meters) 87.48 (feet) COMP BE0171 MODELED GRAV- 979,360.5 (mgal) NAVD 88 BE0171 BE0171 VERT ORDER - SECOND CLASS 0 BE0171 BE0171.The horizontal coordinates were scaled from a topographic map and have BE0171.an estimated accuracy of +/- 6 seconds. BE0171 BE0171.The orthometric height was determined by differential leveling BE0171.and adjusted by the National Geodetic Survey in June 1991. BE0171 BE0171.The geoid height was determined by GEOID99. BE0171 BE0171.The dynamic height is computed by dividing the NAVD 88 BE0171.geopotential number by the normal gravity value computed on the BE0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0171.degrees latitude (g = 980.6199 gals.). BE0171 BE0171.The modeled gravity was interpolated from observed gravity values. BE0171 BE0171; North East Units Estimated Accuracy BE0171;SPC FL N - 210,030. 531,980. MT (+/- 180 meters Scaled) BE0171 BE0171 SUPERSEDED SURVEY CONTROL BE0171 BE0171 NGVD 29 - 26.821 (m) 88.00 (f) ADJ UNCH 2 0 BE0171 BE0171.Superseded values are not recommended for survey control. BE0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0171.See file dsdata.txt to determine how the superseded data were derived. BE0171 BE0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV709190(NAD 83) BE0171_MARKER: DD = SURVEY DISK BE0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0171_STAMPING: TT 51 CWH 1947 88 BE0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0171+STABILITY: SURFACE MOTION BE0171 BE0171 HISTORY - Date Condition Report By BE0171 HISTORY - 1947 MONUMENTED USGS BE0171 HISTORY - 1952 GOOD NGS BE0171 HISTORY - 1989 MARK NOT FOUND USPSQD BE0171 HISTORY - 20010331 MARK NOT FOUND NGS BE0171 HISTORY - 20010331 MARK NOT FOUND NGS BE0171 HISTORY - 20010331 MARK NOT FOUND NGS BE0171 BE0171 STATION DESCRIPTION BE0171 BE0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952 BE0171'4.2 MI NW FROM GREENWOOD. BE0171'ABOUT 2.65 MILES WEST ALONG A GRADED ROAD FROM THE SCHOOL AT BE0171'GREENWOOD, THENCE ABOUT 1.5 MILES NORTH ALONG A GRADED ROAD, BE0171'AT THE JUNCTION OF A ROAD EAST AND TURN IN MAIN ROAD WITH TANGENTS BE0171'EXTENDING SOUTH AND NORTHWEST, 25 FEET WEST OF CENTER LINE OF BE0171'ROAD, 80 FEET SOUTH OF CENTER OF JUNCTION, 13 1/2 FEET NORTH BE0171'OF A TRIANGULAR BLAZED 16-INCH OAK TREE, 8 FEET WEST OF A BE0171'24-INCH HICKORY TREE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS BE0171'POST, ABOUT 1/2 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF BE0171'A CONCRETE POST PROJECTING 4 INCHES. BE0171 BE0171 STATION RECOVERY (1989) BE0171 BE0171'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0171'MARK NOT FOUND. BE0171 BE0171 STATION RECOVERY (2001) BE0171 BE0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0171'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0171 BE0171 STATION RECOVERY (2001) BE0171 BE0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0171'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0171 BE0171 STATION RECOVERY (2001) BE0171 BE0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 BE0171'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0194 *********************************************************************** BE0194 DESIGNATION - TT 74 JDN USGS RESET 1963 BE0194 PID - BE0194 BE0194 STATE/COUNTY- FL/JACKSON BE0194 USGS QUAD - BASCOM (1994) BE0194 BE0194 *CURRENT SURVEY CONTROL BE0194 ___________________________________________________________________ BE0194* NAD 83(1986)- 30 56 20. (N) 085 00 06. (W) SCALED BE0194* NAVD 88 - 28.96 (meters) 95.0 (feet) RESET BE0194 ___________________________________________________________________ BE0194 GEOID HEIGHT- -28.00 (meters) GEOID99 BE0194 BE0194 VERT ORDER - THIRD BE0194 BE0194.The horizontal coordinates were scaled from a topographic map and have BE0194.an estimated accuracy of +/- 6 seconds. BE0194 BE0194.The orthometric height was computed from unverified reset data. BE0194 BE0194.The geoid height was determined by GEOID99. BE0194 BE0194; North East Units Estimated Accuracy BE0194;SPC FL N - 215,040. 552,060. MT (+/- 180 meters Scaled) BE0194 BE0194 SUPERSEDED SURVEY CONTROL BE0194 BE0194.No superseded survey control is available for this station. BE0194 BE0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV909245(NAD 83) BE0194_MARKER: DB = BENCH MARK DISK BE0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0194_STAMPING: TT 74 RESET 1963 BE0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0194+STABILITY: SURFACE MOTION BE0194 BE0194 HISTORY - Date Condition Report By BE0194 HISTORY - 1963 MONUMENTED CGS BE0194 BE0194 STATION DESCRIPTION BE0194 BE0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 BE0194'19.1 MI N FROM SNEADS. BE0194'19.1 MILES NORTH ALONG STATE ROAD 271 FROM THE JUNCTION WITH BE0194'U.S. HIGHWAY 90 AT SNEADS, ABOUT 3 MILES SOUTH OF STATE ROAD BE0194'2, ABOUT 200 FEET NORTHEAST OF AN OLD HOUSE, 57 FEET WEST OF BE0194'THE CENTER OF THE ROAD AND 1.5 FOOT WEST OF A WITNESS SIGN. BE0194'A STANDARD COAST AND GEODETIC SURVEY DISK SET IN THE TOP OF BE0194'AN 8-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0398 *********************************************************************** BE0398 DESIGNATION - TT 76 JDN USGS RESET 1963 BE0398 PID - BE0398 BE0398 STATE/COUNTY- FL/JACKSON BE0398 USGS QUAD - STEAM MILL (1994) BE0398 BE0398 *CURRENT SURVEY CONTROL BE0398 ___________________________________________________________________ BE0398* NAD 83(1986)- 30 52 57. (N) 084 57 47. (W) SCALED BE0398* NAVD 88 - 29.27 (meters) 96.0 (feet) RESET BE0398 ___________________________________________________________________ BE0398 GEOID HEIGHT- -28.08 (meters) GEOID99 BE0398 BE0398 VERT ORDER - THIRD BE0398 BE0398.The horizontal coordinates were scaled from a topographic map and have BE0398.an estimated accuracy of +/- 6 seconds. BE0398 BE0398.The orthometric height was computed from unverified reset data. BE0398 BE0398.The geoid height was determined by GEOID99. BE0398 BE0398; North East Units Estimated Accuracy BE0398;SPC FL N - 208,770. 555,720. MT (+/- 180 meters Scaled) BE0398 BE0398 SUPERSEDED SURVEY CONTROL BE0398 BE0398.No superseded survey control is available for this station. BE0398 BE0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV947183(NAD 83) BE0398_MARKER: DB = BENCH MARK DISK BE0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0398_STAMPING: TT 76 RESET 1963 BE0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0398+STABILITY: SURFACE MOTION BE0398 BE0398 HISTORY - Date Condition Report By BE0398 HISTORY - 1963 MONUMENTED CGS BE0398 BE0398 STATION DESCRIPTION BE0398 BE0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 BE0398'12.3 MI N FROM SNEADS. BE0398'12.3 MILES NORTH ALONG STATE ROAD 271 FROM THE JUNCTION WITH BE0398'U.S. HIGHWAY 90 AT SNEADS, ABOUT 1 MILE NORTH OF THE HAYNES BE0398'CROSS ROAD, 62 FEET WEST OF THE CENTER OF THE ROAD AND 2 FEET BE0398'WEST OF A WITNESS SIGN. A STANDARD DISK SET IN THE TOP OF AN BE0398'8-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0406 *********************************************************************** BE0406 DESIGNATION - TT 77 JDN USGS RESET 1963 BE0406 PID - BE0406 BE0406 STATE/COUNTY- FL/JACKSON BE0406 USGS QUAD - FAIRCHILD (1994) BE0406 BE0406 *CURRENT SURVEY CONTROL BE0406 ___________________________________________________________________ BE0406* NAD 83(1986)- 30 51 13. (N) 084 57 27. (W) SCALED BE0406* NAVD 88 - 27.26 (meters) 89.4 (feet) RESET BE0406 ___________________________________________________________________ BE0406 GEOID HEIGHT- -28.12 (meters) GEOID99 BE0406 BE0406 VERT ORDER - THIRD BE0406 BE0406.The horizontal coordinates were scaled from a topographic map and have BE0406.an estimated accuracy of +/- 6 seconds. BE0406 BE0406.The orthometric height was computed from unverified reset data. BE0406 BE0406.The geoid height was determined by GEOID99. BE0406 BE0406; North East Units Estimated Accuracy BE0406;SPC FL N - 205,560. 556,240. MT (+/- 180 meters Scaled) BE0406 BE0406 SUPERSEDED SURVEY CONTROL BE0406 BE0406.No superseded survey control is available for this station. BE0406 BE0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV953151(NAD 83) BE0406_MARKER: DB = BENCH MARK DISK BE0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0406_STAMPING: TT 77 RESET 1963 BE0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0406+STABILITY: SURFACE MOTION BE0406 BE0406 HISTORY - Date Condition Report By BE0406 HISTORY - 1963 MONUMENTED CGS BE0406 BE0406 STATION DESCRIPTION BE0406 BE0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 BE0406'10.2 MI N FROM SNEADS. BE0406'10.2 MILES NORTH ALONG STATE ROAD 271 FROM THE JUNCTION WITH BE0406'U.S. HIGHWAY 90 AT SNEADS, ABOUT 1 MILE SOUTH OF HAYNES CROSSROAD, BE0406'0.55 MILE SOUTH OF BELLVIEW METHODIST CHURCH, 130 FEET SOUTHEAST BE0406'OF A T-ROAD INTERSECTION, 59 FEET EAST OF THE CENTER OF THE BE0406'ROAD AND 1.5 FEET EAST OF A WITNESS SIGN. A STANDARD DISK BE0406'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST PROJECTING BE0406'2 INCHES. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0411 *********************************************************************** BE0411 DESIGNATION - TT 78 JDN USGS RESET 1963 BE0411 PID - BE0411 BE0411 STATE/COUNTY- FL/JACKSON BE0411 USGS QUAD - FAIRCHILD (1994) BE0411 BE0411 *CURRENT SURVEY CONTROL BE0411 ___________________________________________________________________ BE0411* NAD 83(1986)- 30 49 29. (N) 084 57 03. (W) SCALED BE0411* NAVD 88 - 30.52 (meters) 100.1 (feet) RESET BE0411 ___________________________________________________________________ BE0411 GEOID HEIGHT- -28.16 (meters) GEOID99 BE0411 BE0411 VERT ORDER - THIRD BE0411 BE0411.The horizontal coordinates were scaled from a topographic map and have BE0411.an estimated accuracy of +/- 6 seconds. BE0411 BE0411.The orthometric height was computed from unverified reset data. BE0411 BE0411.The geoid height was determined by GEOID99. BE0411 BE0411; North East Units Estimated Accuracy BE0411;SPC FL N - 202,360. 556,860. MT (+/- 180 meters Scaled) BE0411 BE0411 SUPERSEDED SURVEY CONTROL BE0411 BE0411 NGVD 29 - 30.65 (m) 100.6 (f) RESET 3 BE0411 BE0411.Superseded values are not recommended for survey control. BE0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0411.See file dsdata.txt to determine how the superseded data were derived. BE0411 BE0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV960119(NAD 83) BE0411_MARKER: DD = SURVEY DISK BE0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0411_STAMPING: 100 TT 78 JDN 1947 RESET BE0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0411+STABILITY: SURFACE MOTION BE0411 BE0411 HISTORY - Date Condition Report By BE0411 HISTORY - 1963 MONUMENTED DOD BE0411 HISTORY - 1963 GOOD DOD BE0411 BE0411 STATION DESCRIPTION BE0411 BE0411'DESCRIBED BY US DEPARTMENT OF DEFENSE 1963 BE0411'8.4 MI N FROM SNEADS. BE0411'ABOUT 8.4 MILES NORTH ALONG A BLACK-TOP ROAD LEADING TO LUCY, BE0411'ALABAMA, FROM ITS JUNCTION WITH U.S. HIGHWAY 90 AT SNEADS, AT BE0411'THE JUNCTION WITH A SAND ROAD, WEST, IN AN OPEN FIELD, 60 FEET BE0411'EAST OF THE CENTER OF THE BLACK-TOP ROAD AND 100 FEET NORTHEAST BE0411'OF THE INTERSECTION. SET IN THE TOP OF A CONCRETE MONUMENT BE0411'PROJECTING 4 INCHES. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0272 *********************************************************************** BE0272 DESIGNATION - U 128 RESET 1960 BE0272 PID - BE0272 BE0272 STATE/COUNTY- FL/JACKSON BE0272 USGS QUAD - MARIANNA (1994) BE0272 BE0272 *CURRENT SURVEY CONTROL BE0272 ___________________________________________________________________ BE0272* NAD 83(1986)- 30 52 13. (N) 085 10 47. (W) SCALED BE0272* NAVD 88 - 37.03 (meters) 121.5 (feet) RESET BE0272 ___________________________________________________________________ BE0272 GEOID HEIGHT- -28.04 (meters) GEOID99 BE0272 BE0272 VERT ORDER - THIRD BE0272 BE0272.The horizontal coordinates were scaled from a topographic map and have BE0272.an estimated accuracy of +/- 6 seconds. BE0272 BE0272.The orthometric height was computed from unverified reset data. BE0272 BE0272.The geoid height was determined by GEOID99. BE0272 BE0272; North East Units Estimated Accuracy BE0272;SPC FL N - 207,520. 535,000. MT (+/- 180 meters Scaled) BE0272 BE0272 SUPERSEDED SURVEY CONTROL BE0272 BE0272 NGVD 29 - 37.16 (m) 121.9 (f) RESET 3 BE0272 BE0272.Superseded values are not recommended for survey control. BE0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0272.See file dsdata.txt to determine how the superseded data were derived. BE0272 BE0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV740166(NAD 83) BE0272_MARKER: DB = BENCH MARK DISK BE0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0272_STAMPING: U 128 RESET 1960 BE0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0272+STABILITY: SURFACE MOTION BE0272 BE0272 HISTORY - Date Condition Report By BE0272 HISTORY - 1960 MONUMENTED CGS BE0272 HISTORY - 1989 GOOD USPSQD BE0272 HISTORY - 20010331 MARK NOT FOUND NGS BE0272 HISTORY - 20010331 MARK NOT FOUND NGS BE0272 BE0272 STATION DESCRIPTION BE0272 BE0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 BE0272'1 MI W FROM GREENWOOD. BE0272'1.0 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE BE0272'AT GREENWOOD, 67 FT. SOUTH OF THE CENTER LINE OF THE EAST AND BE0272'WEST ROAD, 45 FT. WEST OF THE CENTER LINE OF A PRIVATE TRACK BE0272'ROAD LEADING SOUTH, 57 FT. NORTH OF THE NORTHEAST CORNER OF A BE0272'GREEN SHINGLED HOUSE, 2.2 FT. NORTH OF A WATER HYDRANT SET BE0272'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND. BE0272 BE0272 STATION RECOVERY (1989) BE0272 BE0272'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0272'RECOVERED IN GOOD CONDITION. BE0272 BE0272 STATION RECOVERY (2001) BE0272 BE0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0272'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0272 BE0272 STATION RECOVERY (2001) BE0272 BE0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0272'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0225 *********************************************************************** BE0225 DESIGNATION - U 160 BE0225 PID - BE0225 BE0225 STATE/COUNTY- FL/JACKSON BE0225 USGS QUAD - COTTONDALE WEST (1994) BE0225 BE0225 *CURRENT SURVEY CONTROL BE0225 ___________________________________________________________________ BE0225* NAD 83(1986)- 30 47 35. (N) 085 23 55. (W) SCALED BE0225* NAVD 88 - 46.438 (meters) 152.36 (feet) ADJUSTED BE0225 ___________________________________________________________________ BE0225 GEOID HEIGHT- -27.89 (meters) GEOID99 BE0225 DYNAMIC HT - 46.379 (meters) 152.16 (feet) COMP BE0225 MODELED GRAV- 979,359.6 (mgal) NAVD 88 BE0225 BE0225 VERT ORDER - FIRST CLASS II BE0225 BE0225.The horizontal coordinates were scaled from a topographic map and have BE0225.an estimated accuracy of +/- 6 seconds. BE0225 BE0225.The orthometric height was determined by differential leveling BE0225.and adjusted by the National Geodetic Survey in June 1991. BE0225 BE0225.The geoid height was determined by GEOID99. BE0225 BE0225.The dynamic height is computed by dividing the NAVD 88 BE0225.geopotential number by the normal gravity value computed on the BE0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0225.degrees latitude (g = 980.6199 gals.). BE0225 BE0225.The modeled gravity was interpolated from observed gravity values. BE0225 BE0225; North East Units Estimated Accuracy BE0225;SPC FL N - 199,100. 513,990. MT (+/- 180 meters Scaled) BE0225 BE0225 SUPERSEDED SURVEY CONTROL BE0225 BE0225 NGVD 29 - 46.555 (m) 152.74 (f) ADJ UNCH 1 2 BE0225 BE0225.Superseded values are not recommended for survey control. BE0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0225.See file dsdata.txt to determine how the superseded data were derived. BE0225 BE0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV532077(NAD 83) BE0225_MARKER: DB = BENCH MARK DISK BE0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0225_STAMPING: U 160 1955 BE0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0225+STABILITY: SURFACE MOTION BE0225 BE0225 HISTORY - Date Condition Report By BE0225 HISTORY - 1955 MONUMENTED CGS BE0225 HISTORY - 20010331 MARK NOT FOUND NGS BE0225 HISTORY - 20010331 MARK NOT FOUND NGS BE0225 HISTORY - 20010331 MARK NOT FOUND NGS BE0225 HISTORY - 20010331 MARK NOT FOUND NGS BE0225 HISTORY - 20010331 MARK NOT FOUND NGS BE0225 BE0225 STATION DESCRIPTION BE0225 BE0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 BE0225'1.2 MI W FROM COTTONDALE. BE0225'ABOUT 1.2 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD BE0225'FROM THE STATION AT COTTONDALE, ABOUT 475 YARDS EAST OF MILE BE0225'POST 775, ABOUT 280 YARDS EAST OF TRESTLE NO. 98, 46 FEET SOUTH BE0225'OF SOUTH RAIL, 1 FOOT NORTH OF A FENCE LINE, 107 FEET WEST OF BE0225'A FENCE CORNER, 129 FEET SOUTHWEST AND ACROSS TRACK FROM A BE0225'TELEPHONE POLE, 87 FEET SOUTHEAST AND ACROSS TRACK FROM A BE0225'TELEPHONE POLE, 12 FEET NORTHWEST OF A 14-INCH OAK TREE WITH BE0225'YELLOW PAINTED BLAZE, 2 FEET EAST OF A WHITE WOODEN WITNESS BE0225'POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF BE0225'A CONCRETE POST PROJECTING 3 INCHES. BE0225 BE0225 STATION RECOVERY (2001) BE0225 BE0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0225'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0225 BE0225 STATION RECOVERY (2001) BE0225 BE0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0225'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0225 BE0225 STATION RECOVERY (2001) BE0225 BE0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0225'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0225 BE0225 STATION RECOVERY (2001) BE0225 BE0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0225'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0225 BE0225 STATION RECOVERY (2001) BE0225 BE0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0225'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0233 *********************************************************************** BE0233 DESIGNATION - U 26 BE0233 PID - BE0233 BE0233 STATE/COUNTY- FL/JACKSON BE0233 USGS QUAD - COTTONDALE WEST (1994) BE0233 BE0233 *CURRENT SURVEY CONTROL BE0233 ___________________________________________________________________ BE0233* NAD 83(1986)- 30 49 00. (N) 085 23 38. (W) SCALED BE0233* NAVD 88 - 41.383 (meters) 135.77 (feet) ADJUSTED BE0233 ___________________________________________________________________ BE0233 GEOID HEIGHT- -27.87 (meters) GEOID99 BE0233 DYNAMIC HT - 41.330 (meters) 135.60 (feet) COMP BE0233 MODELED GRAV- 979,361.2 (mgal) NAVD 88 BE0233 BE0233 VERT ORDER - SECOND CLASS 0 BE0233 BE0233.The horizontal coordinates were scaled from a topographic map and have BE0233.an estimated accuracy of +/- 6 seconds. BE0233 BE0233.The orthometric height was determined by differential leveling BE0233.and adjusted by the National Geodetic Survey in June 1991. BE0233 BE0233.The geoid height was determined by GEOID99. BE0233 BE0233.The dynamic height is computed by dividing the NAVD 88 BE0233.geopotential number by the normal gravity value computed on the BE0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0233.degrees latitude (g = 980.6199 gals.). BE0233 BE0233.The modeled gravity was interpolated from observed gravity values. BE0233 BE0233; North East Units Estimated Accuracy BE0233;SPC FL N - 201,720. 514,470. MT (+/- 180 meters Scaled) BE0233 BE0233 SUPERSEDED SURVEY CONTROL BE0233 BE0233 NGVD 29 - 41.504 (m) 136.17 (f) ADJ UNCH 2 0 BE0233 BE0233.Superseded values are not recommended for survey control. BE0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0233.See file dsdata.txt to determine how the superseded data were derived. BE0233 BE0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV536103(NAD 83) BE0233_MARKER: DB = BENCH MARK DISK BE0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0233_STAMPING: U 26 1934 BE0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0233+STABILITY: SURFACE MOTION BE0233 BE0233 HISTORY - Date Condition Report By BE0233 HISTORY - 1934 MONUMENTED CGS BE0233 HISTORY - 1953 GOOD NGS BE0233 HISTORY - 1954 GOOD NGS BE0233 HISTORY - 20010331 GOOD NGS BE0233 HISTORY - 20010331 GOOD NGS BE0233 HISTORY - 20010331 GOOD NGS BE0233 HISTORY - 20010331 GOOD NGS BE0233 HISTORY - 20010331 GOOD NGS BE0233 BE0233 STATION DESCRIPTION BE0233 BE0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 BE0233'1.8 MI N FROM COTTONDALE. BE0233'ABOUT 1.8 MILES NORTH ALONG THE ATLANTA AND SAINT ANDREWS BAY BE0233'RAILWAY FROM THE STATION AT COTTONDALE, ABOUT 0.4 MILE SOUTH BE0233'OF THE CROSSING OF STATE HIGHWAY 169, 274 FEET SOUTHEAST OF BE0233'CENTER OF AN EAST-WEST ROAD CROSSING, 27 FEET SOUTHWEST OF BE0233'SOUTHWEST RAIL, 208- FEET SOUTH-SOUTHEAST AND ACROSS TRACK FROM BE0233'MILE POST P 53, 43 1/2 FEET SOUTHEAST OF A TELEPHONE POLE AND BE0233'ABOUT IN LINE WITH ROW OF POLES, ABOUT 1 FOOT BELOW LEVEL OF BE0233'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES. BE0233 BE0233 STATION RECOVERY (1954) BE0233 BE0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954 BE0233'RECOVERED IN GOOD CONDITION. BE0233 BE0233 STATION RECOVERY (2001) BE0233 BE0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0233'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0233 BE0233 STATION RECOVERY (2001) BE0233 BE0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0233'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0233 BE0233 STATION RECOVERY (2001) BE0233 BE0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0233'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0233 BE0233 STATION RECOVERY (2001) BE0233 BE0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0233'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0233 BE0233 STATION RECOVERY (2001) BE0233 BE0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0233'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0153 *********************************************************************** BE0153 DESIGNATION - V 126 RESET 1961 BE0153 PID - BE0153 BE0153 STATE/COUNTY- FL/JACKSON BE0153 USGS QUAD - COTTONDALE EAST (1994) BE0153 BE0153 *CURRENT SURVEY CONTROL BE0153 ___________________________________________________________________ BE0153* NAD 83(1986)- 30 52 30. (N) 085 16 24. (W) SCALED BE0153* NAVD 88 - 31.17 (meters) 102.3 (feet) RESET BE0153 ___________________________________________________________________ BE0153 GEOID HEIGHT- -27.94 (meters) GEOID99 BE0153 BE0153 VERT ORDER - THIRD BE0153 BE0153.The horizontal coordinates were scaled from a topographic map and have BE0153.an estimated accuracy of +/- 6 seconds. BE0153 BE0153.The orthometric height was computed from unverified reset data. BE0153 BE0153.The geoid height was determined by GEOID99. BE0153 BE0153; North East Units Estimated Accuracy BE0153;SPC FL N - 208,100. 526,050. MT (+/- 180 meters Scaled) BE0153 BE0153 SUPERSEDED SURVEY CONTROL BE0153 BE0153 NGVD 29 - 31.29 (m) 102.7 (f) RESET 3 BE0153 BE0153.Superseded values are not recommended for survey control. BE0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0153.See file dsdata.txt to determine how the superseded data were derived. BE0153 BE0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV650170(NAD 83) BE0153_MARKER: DB = BENCH MARK DISK BE0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0153_STAMPING: V 126 RESET 1961 BE0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0153+STABILITY: SURFACE MOTION BE0153 BE0153 HISTORY - Date Condition Report By BE0153 HISTORY - 1961 MONUMENTED CGS BE0153 HISTORY - 1964 GOOD NGS BE0153 HISTORY - 1989 MARK NOT FOUND USPSQD BE0153 BE0153 STATION DESCRIPTION BE0153 BE0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 BE0153'10.7 MI SE FROM CAMPBELLTON. BE0153'ABOUT 4.9 MILES SOUTH ALONG U.S. HIGHWAY 231 FROM THE WATER BE0153'TANK AT CAMPBELLTON, THENCE EAST 5.8 MILES ALONG STATE ROAD 162, BE0153'AT A DIRT ROAD LEADING SOUTH, 54 FEET NORTH OF THE CENTER OF BE0153'THE HIGHWAY, 104 FEET EAST OF THE EXTENDED CENTERLINE OF THE DIRT BE0153'ROAD AND 1 FOOT NORTH OF A WITNESS SIGN. A STANDARD DISK SET BE0153'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. BE0153 BE0153 STATION RECOVERY (1989) BE0153 BE0153'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0153'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0241 *********************************************************************** BE0241 DESIGNATION - V 134 BE0241 PID - BE0241 BE0241 STATE/COUNTY- FL/JACKSON BE0241 USGS QUAD - COTTONDALE WEST (1994) BE0241 BE0241 *CURRENT SURVEY CONTROL BE0241 ___________________________________________________________________ BE0241* NAD 83(1986)- 30 46 42. (N) 085 22 48. (W) SCALED BE0241* NAVD 88 - 42.282 (meters) 138.72 (feet) ADJUSTED BE0241 ___________________________________________________________________ BE0241 GEOID HEIGHT- -27.91 (meters) GEOID99 BE0241 DYNAMIC HT - 42.228 (meters) 138.54 (feet) COMP BE0241 MODELED GRAV- 979,358.8 (mgal) NAVD 88 BE0241 BE0241 VERT ORDER - FIRST CLASS II BE0241 BE0241.The horizontal coordinates were scaled from a topographic map and have BE0241.an estimated accuracy of +/- 6 seconds. BE0241 BE0241.The orthometric height was determined by differential leveling BE0241.and adjusted by the National Geodetic Survey in June 1991. BE0241 BE0241.The geoid height was determined by GEOID99. BE0241 BE0241.The dynamic height is computed by dividing the NAVD 88 BE0241.geopotential number by the normal gravity value computed on the BE0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0241.degrees latitude (g = 980.6199 gals.). BE0241 BE0241.The modeled gravity was interpolated from observed gravity values. BE0241 BE0241; North East Units Estimated Accuracy BE0241;SPC FL N - 197,450. 515,760. MT (+/- 180 meters Scaled) BE0241 BE0241 SUPERSEDED SURVEY CONTROL BE0241 BE0241 NGVD 29 - 42.406 (m) 139.13 (f) ADJ UNCH 1 2 BE0241 BE0241.Superseded values are not recommended for survey control. BE0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0241.See file dsdata.txt to determine how the superseded data were derived. BE0241 BE0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV550061(NAD 83) BE0241_MARKER: DB = BENCH MARK DISK BE0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0241_STAMPING: V 134 1954 BE0241_MARK LOGO: CGS BE0241_PROJECTION: PROJECTING 15 CENTIMETERS BE0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0241+STABILITY: SURFACE MOTION BE0241 BE0241 HISTORY - Date Condition Report By BE0241 HISTORY - 1954 MONUMENTED CGS BE0241 HISTORY - 1978 GOOD FLDT BE0241 HISTORY - 1981 GOOD NGS BE0241 HISTORY - 19910508 MARK NOT FOUND USPSQD BE0241 HISTORY - 20010331 MARK NOT FOUND NGS BE0241 HISTORY - 20010331 MARK NOT FOUND NGS BE0241 HISTORY - 20010331 MARK NOT FOUND NGS BE0241 HISTORY - 20010331 MARK NOT FOUND NGS BE0241 HISTORY - 20010331 MARK NOT FOUND NGS BE0241 BE0241 STATION DESCRIPTION BE0241 BE0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 BE0241'1.2 MI S FROM COTTONDALE. BE0241'ABOUT 1.15 MILES SOUTH ALONG THE ATLANTA AND SAINT ANDREWS BAY BE0241'RAILWAY FROM THE STATION AT COTTONDALE, ABOUT 170 YARDS NORTH BE0241'OF MILE POST P 50 - D 32, AT A NORTHEAST-SOUTHWEST GRADED ROAD BE0241'CROSSING, 47 FEET EAST OF EAST RAIL OF MAIN TRACK, 62 FEET BE0241'SOUTHEAST OF A SWITCH STAND, 83 FEET NORTHEAST OF A SWITCH BE0241'STAND, 119 FEET NORTHEAST OF CENTER OF ROAD CROSSING AND MAIN BE0241'TRACK, 53 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE BE0241'LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BE0241'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST BE0241'PROJECTING 3 INCHES. BE0241 BE0241 STATION RECOVERY (1978) BE0241 BE0241'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE0241'RECOVERED IN GOOD CONDITION. BE0241 BE0241 STATION RECOVERY (1981) BE0241 BE0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 BE0241'1.48 KILOMETERS (0.95 MILE) SOUTH ALONG THE ATLANTA AND ST ANDREWS BAY BE0241'RAILROAD FROM THE UNDERPASS OF US HIGHWAY 90 IN COTTONDALE, BE0241'TO THE CROSSING OF A SAND ROAD AND THE MARK ON THE LEFT, IN THE BE0241'NORTHEAST ANGLE OF THE CROSSING, 33.22 METERS (119 FEET) NORTHEAST OF BE0241'THE CENTER OF THE CROSSING, 18.89 METERS (62 FEET) SOUTHEAST OF A BE0241'RAILROAD SWITCH STAND, 14.32 METERS (47 FEET) EAST OF THE EAST RAIL BE0241'OF THE TRACKS, 4.26 METERS (14 FEET) SOUTHWEST OF A DOUBLE TRUNK BE0241'OAK TREE. BE0241'THE MARK IS 0.3 METERS W FROM A WITNESS POST. BE0241'THE MARK IS 0.3 M BELOW TRACKS. BE0241 BE0241 STATION RECOVERY (1991) BE0241 BE0241'RECOVERY NOTE BY US POWER SQUADRON 1991 (JLR) BE0241'MARK NOT FOUND. BE0241 BE0241 STATION RECOVERY (2001) BE0241 BE0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0241'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0241 BE0241 STATION RECOVERY (2001) BE0241 BE0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0241'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0241 BE0241 STATION RECOVERY (2001) BE0241 BE0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0241'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0241 BE0241 STATION RECOVERY (2001) BE0241 BE0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0241'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0241 BE0241 STATION RECOVERY (2001) BE0241 BE0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0241'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0226 *********************************************************************** BE0226 DESIGNATION - V 160 BE0226 PID - BE0226 BE0226 STATE/COUNTY- FL/JACKSON BE0226 USGS QUAD - COTTONDALE WEST (1994) BE0226 BE0226 *CURRENT SURVEY CONTROL BE0226 ___________________________________________________________________ BE0226* NAD 83(1986)- 30 47 39. (N) 085 23 10. (W) SCALED BE0226* NAVD 88 - 42.823 (meters) 140.50 (feet) ADJUSTED BE0226 ___________________________________________________________________ BE0226 GEOID HEIGHT- -27.89 (meters) GEOID99 BE0226 DYNAMIC HT - 42.768 (meters) 140.31 (feet) COMP BE0226 MODELED GRAV- 979,359.9 (mgal) NAVD 88 BE0226 BE0226 VERT ORDER - FIRST CLASS II BE0226 BE0226.The horizontal coordinates were scaled from a topographic map and have BE0226.an estimated accuracy of +/- 6 seconds. BE0226 BE0226.The orthometric height was determined by differential leveling BE0226.and adjusted by the National Geodetic Survey in June 1991. BE0226 BE0226.The geoid height was determined by GEOID99. BE0226 BE0226.The dynamic height is computed by dividing the NAVD 88 BE0226.geopotential number by the normal gravity value computed on the BE0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0226.degrees latitude (g = 980.6199 gals.). BE0226 BE0226.The modeled gravity was interpolated from observed gravity values. BE0226 BE0226; North East Units Estimated Accuracy BE0226;SPC FL N - 199,210. 515,190. MT (+/- 180 meters Scaled) BE0226 BE0226 SUPERSEDED SURVEY CONTROL BE0226 BE0226 NGVD 29 - 42.938 (m) 140.87 (f) ADJ UNCH 1 2 BE0226 BE0226.Superseded values are not recommended for survey control. BE0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0226.See file dsdata.txt to determine how the superseded data were derived. BE0226 BE0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV544079(NAD 83) BE0226_MARKER: DB = BENCH MARK DISK BE0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0226_STAMPING: V 160 1955 BE0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0226+STABILITY: SURFACE MOTION BE0226 BE0226 HISTORY - Date Condition Report By BE0226 HISTORY - 1955 MONUMENTED CGS BE0226 HISTORY - 1960 GOOD NGS BE0226 HISTORY - 20010331 GOOD NGS BE0226 HISTORY - 20010331 GOOD NGS BE0226 HISTORY - 20010331 GOOD NGS BE0226 HISTORY - 20010331 GOOD NGS BE0226 HISTORY - 20010331 GOOD NGS BE0226 BE0226 STATION DESCRIPTION BE0226 BE0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 BE0226'0.4 MI W FROM COTTONDALE. BE0226'0.45 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM BE0226'THE STATION AT COTTONDALE, 120 FT. EAST OF MILEPOST 776, 45 FT. BE0226'NORTH OF THE CENTER LINE OF AN OILED ROAD, AT A POINT WHERE THE BE0226'ROAD TURNS SOUTH, 47 FT. SOUTH OF THE SOUTH RAIL, 6.5 FT. EAST BE0226'OF AN 18 INCH PINE TREE, 0.9 FT. EAST OF A STEEL WITNESS POST BE0226'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FT. ABOVE BE0226'THE GROUND. BE0226 BE0226 STATION RECOVERY (2001) BE0226 BE0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0226'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0226 BE0226 STATION RECOVERY (2001) BE0226 BE0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0226'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0226 BE0226 STATION RECOVERY (2001) BE0226 BE0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0226'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0226 BE0226 STATION RECOVERY (2001) BE0226 BE0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0226'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0226 BE0226 STATION RECOVERY (2001) BE0226 BE0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0226'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE1899 *********************************************************************** BE1899 DESIGNATION - W 393 BE1899 PID - BE1899 BE1899 STATE/COUNTY- FL/JACKSON BE1899 USGS QUAD - COTTONDALE WEST (1994) BE1899 BE1899 *CURRENT SURVEY CONTROL BE1899 ___________________________________________________________________ BE1899* NAD 83(1986)- 30 48 14. (N) 085 22 35. (W) SCALED BE1899* NAVD 88 - 42.899 (meters) 140.74 (feet) ADJUSTED BE1899 ___________________________________________________________________ BE1899 GEOID HEIGHT- -27.89 (meters) GEOID99 BE1899 DYNAMIC HT - 42.844 (meters) 140.56 (feet) COMP BE1899 MODELED GRAV- 979,360.7 (mgal) NAVD 88 BE1899 BE1899 VERT ORDER - FIRST CLASS II BE1899 BE1899.The horizontal coordinates were scaled from a topographic map and have BE1899.an estimated accuracy of +/- 6 seconds. BE1899 BE1899.The orthometric height was determined by differential leveling BE1899.and adjusted by the National Geodetic Survey in June 1991. BE1899 BE1899.The geoid height was determined by GEOID99. BE1899 BE1899.The dynamic height is computed by dividing the NAVD 88 BE1899.geopotential number by the normal gravity value computed on the BE1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE1899.degrees latitude (g = 980.6199 gals.). BE1899 BE1899.The modeled gravity was interpolated from observed gravity values. BE1899 BE1899; North East Units Estimated Accuracy BE1899;SPC FL N - 200,290. 516,130. MT (+/- 180 meters Scaled) BE1899 BE1899 SUPERSEDED SURVEY CONTROL BE1899 BE1899.No superseded survey control is available for this station. BE1899 BE1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV553089(NAD 83) BE1899_MARKER: I = METAL ROD BE1899_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) BE1899_STAMPING: W 393 1981 BE1899_MARK LOGO: NGS BE1899_PROJECTION: FLUSH BE1899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE1899_ROD/PIPE-DEPTH: 9.8 meters BE1899 BE1899 HISTORY - Date Condition Report By BE1899 HISTORY - 1981 MONUMENTED NGS BE1899 HISTORY - 1989 GOOD USPSQD BE1899 HISTORY - 20010331 MARK NOT FOUND NGS BE1899 HISTORY - 20010331 MARK NOT FOUND NGS BE1899 HISTORY - 20010331 MARK NOT FOUND NGS BE1899 HISTORY - 20010331 MARK NOT FOUND NGS BE1899 HISTORY - 20010331 MARK NOT FOUND NGS BE1899 BE1899 STATION DESCRIPTION BE1899 BE1899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 BE1899'1.35 KM (0.85 MI) NORTH FROM COTTONDALE. BE1899'1.35 KILOMETERS (0.85 MILE) NORTH ALONG US HIGHWAY 231 FROM THE BE1899'JUNCTION OF US HIGHWAY 90 IN COTTONDALE, TO THE MARK ON THE RIGHT, BE1899'15.30 METERS (50.2 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF THE BE1899'COTTONDALE FREWILL BAPTIST CHURCH, 10.06 METERS (33 FEET) EAST OF THE BE1899'CENTER LINE OF THE HIGHWAY, 5.80 METERS (19 FEET) SOUTH-SOUTHWEST OF BE1899'THE WEST STEEL POLE TO THE SIGN OF THE CHURCH, 0.61 METER (2.0 FEET) BE1899'NORTH OF A UTILITY POLE WITH A STREET LAMP. BE1899'THE MARK IS ABOVE LEVEL WITH HIGHWAY. BE1899 BE1899 STATION RECOVERY (1989) BE1899 BE1899'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE1899'RECOVERED IN GOOD CONDITION. BE1899 BE1899 STATION RECOVERY (2001) BE1899 BE1899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1899'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1899 BE1899 STATION RECOVERY (2001) BE1899 BE1899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1899'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1899 BE1899 STATION RECOVERY (2001) BE1899 BE1899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1899'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1899 BE1899 STATION RECOVERY (2001) BE1899 BE1899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1899'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1899 BE1899 STATION RECOVERY (2001) BE1899 BE1899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1899'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0246 *********************************************************************** BE0246 DESIGNATION - X 126 BE0246 PID - BE0246 BE0246 STATE/COUNTY- FL/JACKSON BE0246 USGS QUAD - MARIANNA (1994) BE0246 BE0246 *CURRENT SURVEY CONTROL BE0246 ___________________________________________________________________ BE0246* NAD 83(1986)- 30 51 58. (N) 085 14 43. (W) SCALED BE0246* NAVD 88 - 28.678 (meters) 94.09 (feet) ADJUSTED BE0246 ___________________________________________________________________ BE0246 GEOID HEIGHT- -27.98 (meters) GEOID99 BE0246 DYNAMIC HT - 28.641 (meters) 93.97 (feet) COMP BE0246 MODELED GRAV- 979,359.3 (mgal) NAVD 88 BE0246 BE0246 VERT ORDER - SECOND CLASS 0 BE0246 BE0246.The horizontal coordinates were scaled from a topographic map and have BE0246.an estimated accuracy of +/- 6 seconds. BE0246 BE0246.The orthometric height was determined by differential leveling BE0246.and adjusted by the National Geodetic Survey in June 1991. BE0246 BE0246.The geoid height was determined by GEOID99. BE0246 BE0246.The dynamic height is computed by dividing the NAVD 88 BE0246.geopotential number by the normal gravity value computed on the BE0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0246.degrees latitude (g = 980.6199 gals.). BE0246 BE0246.The modeled gravity was interpolated from observed gravity values. BE0246 BE0246; North East Units Estimated Accuracy BE0246;SPC FL N - 207,090. 528,720. MT (+/- 180 meters Scaled) BE0246 BE0246 SUPERSEDED SURVEY CONTROL BE0246 BE0246 NGVD 29 - 28.799 (m) 94.48 (f) ADJ UNCH 2 0 BE0246 BE0246.Superseded values are not recommended for survey control. BE0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0246.See file dsdata.txt to determine how the superseded data were derived. BE0246 BE0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV677160(NAD 83) BE0246_MARKER: DB = BENCH MARK DISK BE0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0246_STAMPING: X 126 1952 BE0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0246+STABILITY: SURFACE MOTION BE0246 BE0246 HISTORY - Date Condition Report By BE0246 HISTORY - 1952 MONUMENTED CGS BE0246 HISTORY - 1961 GOOD NGS BE0246 HISTORY - 1989 MARK NOT FOUND USPSQD BE0246 HISTORY - 20010331 MARK NOT FOUND NGS BE0246 HISTORY - 20010331 MARK NOT FOUND NGS BE0246 HISTORY - 20010331 MARK NOT FOUND NGS BE0246 HISTORY - 20010331 GOOD NGS BE0246 HISTORY - 20010331 MARK NOT FOUND NGS BE0246 BE0246 STATION DESCRIPTION BE0246 BE0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 BE0246'5.2 MI W FROM GREENWOOD. BE0246'ABOUT 2.65 MILES WEST ALONG A GRADED ROAD FROM THE SCHOOL AT BE0246'GREENWOOD, THENCE ABOUT 0.5 MILE SOUTH ALONG A GRADED ROAD, BE0246'THENCE ABOUT 2.05 MILES WEST ALONG A GRADED ROAD, ABOUT 0.35 MILE BE0246'EAST OF BRIDGE OVER CHIPOLA RIVER, 22 FEET NORTH OF CENTER LINE BE0246'OF ROAD, 118 FEET EAST OF CENTER OF A GATE ACROSS A PRIVATE ROAD BE0246'LEADING NORTH, 32 FEET WEST OF A TRIANGULAR BLAZED 28-INCH OAK BE0246'TREE, 1 FOOT SOUTH OF A FENCE LINE, 1 1/2 FEET EAST OF A WHITE BE0246'WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF BE0246'A CONCRETE POST PROJECTING 3 INCHES. BE0246 BE0246 STATION RECOVERY (1961) BE0246 BE0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961 BE0246'RECOVERED IN GOOD CONDITION. BE0246 BE0246 STATION RECOVERY (1989) BE0246 BE0246'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0246'MARK NOT FOUND. BE0246 BE0246 STATION RECOVERY (2001) BE0246 BE0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0246'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0246 BE0246 STATION RECOVERY (2001) BE0246 BE0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0246'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0246 BE0246 STATION RECOVERY (2001) BE0246 BE0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0246'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0246 BE0246 STATION RECOVERY (2001) BE0246 BE0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0246'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0246 BE0246 STATION RECOVERY (2001) BE0246 BE0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0246'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE1900 *********************************************************************** BE1900 DESIGNATION - X 393 BE1900 PID - BE1900 BE1900 STATE/COUNTY- FL/JACKSON BE1900 USGS QUAD - COTTONDALE EAST (1994) BE1900 BE1900 *CURRENT SURVEY CONTROL BE1900 ___________________________________________________________________ BE1900* NAD 83(1986)- 30 49 04. (N) 085 22 07. (W) SCALED BE1900* NAVD 88 - 39.203 (meters) 128.62 (feet) ADJUSTED BE1900 ___________________________________________________________________ BE1900 GEOID HEIGHT- -27.89 (meters) GEOID99 BE1900 DYNAMIC HT - 39.153 (meters) 128.45 (feet) COMP BE1900 MODELED GRAV- 979,361.5 (mgal) NAVD 88 BE1900 BE1900 VERT ORDER - FIRST CLASS II BE1900 BE1900.The horizontal coordinates were scaled from a topographic map and have BE1900.an estimated accuracy of +/- 6 seconds. BE1900 BE1900.The orthometric height was determined by differential leveling BE1900.and adjusted by the National Geodetic Survey in June 1991. BE1900 BE1900.The geoid height was determined by GEOID99. BE1900 BE1900.The dynamic height is computed by dividing the NAVD 88 BE1900.geopotential number by the normal gravity value computed on the BE1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE1900.degrees latitude (g = 980.6199 gals.). BE1900 BE1900.The modeled gravity was interpolated from observed gravity values. BE1900 BE1900; North East Units Estimated Accuracy BE1900;SPC FL N - 201,820. 516,890. MT (+/- 180 meters Scaled) BE1900 BE1900 SUPERSEDED SURVEY CONTROL BE1900 BE1900.No superseded survey control is available for this station. BE1900 BE1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV560105(NAD 83) BE1900_MARKER: I = METAL ROD BE1900_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) BE1900_STAMPING: X 393 1981 BE1900_MARK LOGO: NGS BE1900_PROJECTION: FLUSH BE1900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE1900_ROD/PIPE-DEPTH: 6.1 meters BE1900 BE1900 HISTORY - Date Condition Report By BE1900 HISTORY - 1981 MONUMENTED NGS BE1900 HISTORY - 1989 GOOD USPSQD BE1900 HISTORY - 20010331 MARK NOT FOUND NGS BE1900 HISTORY - 20010331 MARK NOT FOUND NGS BE1900 HISTORY - 20010331 MARK NOT FOUND NGS BE1900 HISTORY - 20010331 MARK NOT FOUND NGS BE1900 HISTORY - 20010331 MARK NOT FOUND NGS BE1900 BE1900 STATION DESCRIPTION BE1900 BE1900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 BE1900'3.1 KM (1.95 MI) NORTH FROM COTTONDALE. BE1900'3.1 KILOMETERS (1.95 MILES) NORTH ALONG US HIGHWAY 231 FROM THE BE1900'JUNCTION OF US HIGHWAY 90 IN COTTONDALE, TO THE MARK ON THE LEFT, BE1900'10.5 METERS (30 FEET) NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, BE1900'0.73 METER (2.4 FEET) SOUTHWEST OF UTILITY POLE NUMBER 6, 0.46 METER BE1900'(1.5 FEET) SOUTHEAST OF A FENCE LINE. BE1900'THE MARK IS 0.47 METERS NE FROM A WITNESS POST. BE1900'THE MARK IS 1.0 M BELOW HIGHWAY. BE1900 BE1900 STATION RECOVERY (1989) BE1900 BE1900'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE1900'RECOVERED IN GOOD CONDITION. BE1900 BE1900 STATION RECOVERY (2001) BE1900 BE1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1900'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1900 BE1900 STATION RECOVERY (2001) BE1900 BE1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1900'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1900 BE1900 STATION RECOVERY (2001) BE1900 BE1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1900'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1900 BE1900 STATION RECOVERY (2001) BE1900 BE1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1900'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1900 BE1900 STATION RECOVERY (2001) BE1900 BE1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1900'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0239 *********************************************************************** BE0239 DESIGNATION - Y 134 BE0239 PID - BE0239 BE0239 STATE/COUNTY- FL/JACKSON BE0239 USGS QUAD - COTTONDALE WEST (1994) BE0239 BE0239 *CURRENT SURVEY CONTROL BE0239 ___________________________________________________________________ BE0239* NAD 83(1986)- 30 47 36. (N) 085 22 36. (W) SCALED BE0239* NAVD 88 - 41.549 (meters) 136.32 (feet) ADJUSTED BE0239 ___________________________________________________________________ BE0239 GEOID HEIGHT- -27.90 (meters) GEOID99 BE0239 DYNAMIC HT - 41.495 (meters) 136.14 (feet) COMP BE0239 MODELED GRAV- 979,360.0 (mgal) NAVD 88 BE0239 BE0239 VERT ORDER - FIRST CLASS II BE0239 BE0239.The horizontal coordinates were scaled from a topographic map and have BE0239.an estimated accuracy of +/- 6 seconds. BE0239 BE0239.The orthometric height was determined by differential leveling BE0239.and adjusted by the National Geodetic Survey in June 1991. BE0239 BE0239.The geoid height was determined by GEOID99. BE0239 BE0239.The dynamic height is computed by dividing the NAVD 88 BE0239.geopotential number by the normal gravity value computed on the BE0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0239.degrees latitude (g = 980.6199 gals.). BE0239 BE0239.The modeled gravity was interpolated from observed gravity values. BE0239 BE0239; North East Units Estimated Accuracy BE0239;SPC FL N - 199,120. 516,100. MT (+/- 180 meters Scaled) BE0239 BE0239 SUPERSEDED SURVEY CONTROL BE0239 BE0239 NGVD 29 - 41.662 (m) 136.69 (f) ADJ UNCH 1 2 BE0239 BE0239.Superseded values are not recommended for survey control. BE0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0239.See file dsdata.txt to determine how the superseded data were derived. BE0239 BE0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV553078(NAD 83) BE0239_MARKER: DB = BENCH MARK DISK BE0239_SETTING: 36 = BUILDING BE0239_STAMPING: Y 134 1954 BE0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE0239 BE0239 HISTORY - Date Condition Report By BE0239 HISTORY - 1954 MONUMENTED CGS BE0239 HISTORY - 1974 GOOD LOCSUR BE0239 HISTORY - 1981 GOOD NGS BE0239 HISTORY - 19910423 GOOD USPSQD BE0239 HISTORY - 20010331 MARK NOT FOUND NGS BE0239 HISTORY - 20010331 MARK NOT FOUND NGS BE0239 HISTORY - 20010331 MARK NOT FOUND NGS BE0239 HISTORY - 20010331 MARK NOT FOUND NGS BE0239 HISTORY - 20010331 MARK NOT FOUND NGS BE0239 BE0239 STATION DESCRIPTION BE0239 BE0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 BE0239'AT COTTONDALE. BE0239'AT COTTONDALE, ABOUT 40 YARDS NORTH OF THE LOUISVILLE AND BE0239'NASHVILLE FREIGHT STATION, SET VERTICALLY IN THE NORTH FACE OF BE0239'A 2-STORY CONCRETE BLOCK BUILDING HOUSING CITY HALL (FORMERLY BE0239'THOMAS DRUG STORE BUILDING), 10.8 FEET SOUTH OF SOUTH CURB OF BE0239'AN EAST-WEST STREET, 76 1/2 FEET WEST OF WEST CURB LINE OF A BE0239'NORTH-SOUTH STREET, 1.3 FEET WEST OF NORTHEAST CORNER OF BUILDING BE0239'AND ABOUT 1 1/2 FEET ABOVE LEVEL OF SIDE WALK. BE0239 BE0239 STATION RECOVERY (1974) BE0239 BE0239'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 BE0239'RECOVERED IN GOOD CONDITION. BE0239 BE0239 STATION RECOVERY (1981) BE0239 BE0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 BE0239'IN COTTONDALE, AT THE COTTONDALE CITY HALL BUILDING ON FRONT STREET, BE0239'0.08 KILOMETER (0.05 MILE) EAST OF THE INTERSECTION OF US HIGHWAY 231, BE0239'SET VERTICALLY IN THE NORTH FACE OF THE BUILDING EAST OF THE ENTRANCE BE0239'DOOR TO CITY HALL, 9.75 METERS (32 FEET) SOUTH OF THE CENTER OF MAIN BE0239'STREET, 3.35 METERS (11 FEET) WEST OF THE CENTER OF THE ENTRANCE OF BE0239'THE WEST FIRE ENGINE GARAGE OF THE BUILDING, 2.43 METERS (8 FEET) EAST BE0239'OF THE CENTER OF THE ENTRANCE DOORS OF THE BUILDING. BE0239'THE MARK IS 0.55 M ABOVE SIDEWALK. BE0239 BE0239 STATION RECOVERY (1991) BE0239 BE0239'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE0239'RECOVERED IN GOOD CONDITION. BE0239 BE0239 STATION RECOVERY (2001) BE0239 BE0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0239'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0239 BE0239 STATION RECOVERY (2001) BE0239 BE0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0239'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0239 BE0239 STATION RECOVERY (2001) BE0239 BE0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0239'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0239 BE0239 STATION RECOVERY (2001) BE0239 BE0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0239'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0239 BE0239 STATION RECOVERY (2001) BE0239 BE0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0239'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE1901 *********************************************************************** BE1901 DESIGNATION - Y 393 BE1901 PID - BE1901 BE1901 STATE/COUNTY- FL/JACKSON BE1901 USGS QUAD - COTTONDALE EAST (1994) BE1901 BE1901 *CURRENT SURVEY CONTROL BE1901 ___________________________________________________________________ BE1901* NAD 83(1986)- 30 49 36. (N) 085 21 35. (W) SCALED BE1901* NAVD 88 - 52.608 (meters) 172.60 (feet) ADJUSTED BE1901 ___________________________________________________________________ BE1901 GEOID HEIGHT- -27.89 (meters) GEOID99 BE1901 DYNAMIC HT - 52.540 (meters) 172.38 (feet) COMP BE1901 MODELED GRAV- 979,362.0 (mgal) NAVD 88 BE1901 BE1901 VERT ORDER - FIRST CLASS II BE1901 BE1901.The horizontal coordinates were scaled from a topographic map and have BE1901.an estimated accuracy of +/- 6 seconds. BE1901 BE1901.The orthometric height was determined by differential leveling BE1901.and adjusted by the National Geodetic Survey in June 1991. BE1901 BE1901.The geoid height was determined by GEOID99. BE1901 BE1901.The dynamic height is computed by dividing the NAVD 88 BE1901.geopotential number by the normal gravity value computed on the BE1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE1901.degrees latitude (g = 980.6199 gals.). BE1901 BE1901.The modeled gravity was interpolated from observed gravity values. BE1901 BE1901; North East Units Estimated Accuracy BE1901;SPC FL N - 202,800. 517,740. MT (+/- 180 meters Scaled) BE1901 BE1901 SUPERSEDED SURVEY CONTROL BE1901 BE1901.No superseded survey control is available for this station. BE1901 BE1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV568115(NAD 83) BE1901_MARKER: I = METAL ROD BE1901_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) BE1901_STAMPING: Y 393 1981 BE1901_MARK LOGO: NGS BE1901_PROJECTION: FLUSH BE1901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE1901_ROD/PIPE-DEPTH: 8.5 meters BE1901 BE1901 HISTORY - Date Condition Report By BE1901 HISTORY - 1981 MONUMENTED NGS BE1901 HISTORY - 1989 GOOD USPSQD BE1901 HISTORY - 20010331 MARK NOT FOUND NGS BE1901 HISTORY - 20010331 MARK NOT FOUND NGS BE1901 HISTORY - 20010331 MARK NOT FOUND NGS BE1901 HISTORY - 20010331 MARK NOT FOUND NGS BE1901 HISTORY - 20010331 MARK NOT FOUND NGS BE1901 BE1901 STATION DESCRIPTION BE1901 BE1901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 BE1901'4.5 KM (2.8 MI) NORTH FROM COTTONDALE. BE1901'4.5 KILOMETERS (2.8 MILES) NORTH ALONG U.S. HIGHWAY 231 FROM THE BE1901'JUNCTION OF U.S. HIGHWAY 90 IN COTTONDALE TO THE MARK ON THE RIGHT, BE1901'30.49 METERS (100.0 FEET) SOUTHWEST OF THE CENTER OF A SAND ROAD BE1901'LEADING SOUTH, 13.42 METERS (44.0 FEET) SOUTHEAST OF THE CENTER BE1901'LINE OF THE HIGHWAY, 4.18 METERS (13.4 FEET) SOUTHEAST OF A UTILITY BE1901'POLE WITH A TELEPHONE CABLE JUNCTION BOX AND 0.55 METER (1.8 BE1901'FEET) SOUTHWEST OF A METAL WITNESS POST. BE1901'THE MARK IS 0.45 METERS NE FROM A WITNESS POST. BE1901'THE MARK IS 1.5 M ABOVE THE HIGHWAY. BE1901 BE1901 STATION RECOVERY (1989) BE1901 BE1901'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE1901'RECOVERED IN GOOD CONDITION. BE1901 BE1901 STATION RECOVERY (2001) BE1901 BE1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1901'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1901 BE1901 STATION RECOVERY (2001) BE1901 BE1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1901'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1901 BE1901 STATION RECOVERY (2001) BE1901 BE1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1901'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1901 BE1901 STATION RECOVERY (2001) BE1901 BE1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1901'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1901 BE1901 STATION RECOVERY (2001) BE1901 BE1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1901'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0263 *********************************************************************** BE0263 DESIGNATION - Z 126 BE0263 PID - BE0263 BE0263 STATE/COUNTY- FL/JACKSON BE0263 USGS QUAD - MARIANNA (1994) BE0263 BE0263 *CURRENT SURVEY CONTROL BE0263 ___________________________________________________________________ BE0263* NAD 83(1986)- 30 51 49. (N) 085 12 44. (W) SCALED BE0263* NAVD 88 - 31.328 (meters) 102.78 (feet) ADJUSTED BE0263 ___________________________________________________________________ BE0263 GEOID HEIGHT- -28.01 (meters) GEOID99 BE0263 DYNAMIC HT - 31.287 (meters) 102.65 (feet) COMP BE0263 MODELED GRAV- 979,356.9 (mgal) NAVD 88 BE0263 BE0263 VERT ORDER - SECOND CLASS 0 BE0263 BE0263.The horizontal coordinates were scaled from a topographic map and have BE0263.an estimated accuracy of +/- 6 seconds. BE0263 BE0263.The orthometric height was determined by differential leveling BE0263.and adjusted by the National Geodetic Survey in June 1991. BE0263 BE0263.The geoid height was determined by GEOID99. BE0263 BE0263.The dynamic height is computed by dividing the NAVD 88 BE0263.geopotential number by the normal gravity value computed on the BE0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0263.degrees latitude (g = 980.6199 gals.). BE0263 BE0263.The modeled gravity was interpolated from observed gravity values. BE0263 BE0263; North East Units Estimated Accuracy BE0263;SPC FL N - 206,800. 531,880. MT (+/- 180 meters Scaled) BE0263 BE0263 SUPERSEDED SURVEY CONTROL BE0263 BE0263 NGVD 29 - 31.449 (m) 103.18 (f) ADJ UNCH 2 0 BE0263 BE0263.Superseded values are not recommended for survey control. BE0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0263.See file dsdata.txt to determine how the superseded data were derived. BE0263 BE0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV709158(NAD 83) BE0263_MARKER: DB = BENCH MARK DISK BE0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0263_STAMPING: Z 126 1952 BE0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0263+STABILITY: SURFACE MOTION BE0263 BE0263 HISTORY - Date Condition Report By BE0263 HISTORY - 1952 MONUMENTED CGS BE0263 HISTORY - 1961 GOOD NGS BE0263 HISTORY - 1989 MARK NOT FOUND USPSQD BE0263 HISTORY - 20010331 MARK NOT FOUND NGS BE0263 HISTORY - 20010331 MARK NOT FOUND NGS BE0263 HISTORY - 20010331 MARK NOT FOUND NGS BE0263 BE0263 STATION DESCRIPTION BE0263 BE0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 BE0263'3.2 MI W FROM GREENWOOD. BE0263'ABOUT 2.65 MILES WEST ALONG A GRADED ROAD FROM THE SCHOOL AT BE0263'GREENWOOD, THENCE ABOUT 0.5 MILE SOUTH ALONG A GRADED ROAD, AT BE0263'THE T JUNCTION OF A ROAD WEST, 34 FEET EAST OF CENTER LINE OF BE0263'ROAD, ABOUT IN LINE WITH EXTENDED CENTER LINE OF ROAD WEST, BE0263'28 FEET SOUTH-SOUTHEAST OF A 12-INCH SASSAFRASS TREE, 1 1/2 FEET BE0263'WEST OF A FENCE CORNER, 2 FEET SOUTH OF A WHITE WOODEN WITNESS BE0263'POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF BE0263'A CONCRETE POST PROJECTING 3 INCHES. BE0263 BE0263 STATION RECOVERY (1961) BE0263 BE0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961 BE0263'RECOVERED IN GOOD CONDITION. BE0263 BE0263 STATION RECOVERY (1989) BE0263 BE0263'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE0263'MARK NOT FOUND. BE0263 BE0263 STATION RECOVERY (2001) BE0263 BE0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0263'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0263 BE0263 STATION RECOVERY (2001) BE0263 BE0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0263'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0263 BE0263 STATION RECOVERY (2001) BE0263 BE0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 BE0263'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0410 *********************************************************************** BE0410 DESIGNATION - Z 129 RESET 1963 BE0410 PID - BE0410 BE0410 STATE/COUNTY- FL/JACKSON BE0410 USGS QUAD - FAIRCHILD (1994) BE0410 BE0410 *CURRENT SURVEY CONTROL BE0410 ___________________________________________________________________ BE0410* NAD 83(1986)- 30 50 17. (N) 084 57 22. (W) SCALED BE0410* NAVD 88 - 30.54 (meters) 100.2 (feet) RESET BE0410 ___________________________________________________________________ BE0410 GEOID HEIGHT- -28.15 (meters) GEOID99 BE0410 BE0410 VERT ORDER - THIRD BE0410 BE0410.The horizontal coordinates were scaled from a topographic map and have BE0410.an estimated accuracy of +/- 6 seconds. BE0410 BE0410.The orthometric height was computed from unverified reset data. BE0410 BE0410.The geoid height was determined by GEOID99. BE0410 BE0410; North East Units Estimated Accuracy BE0410;SPC FL N - 203,840. 556,370. MT (+/- 180 meters Scaled) BE0410 BE0410 SUPERSEDED SURVEY CONTROL BE0410 BE0410.No superseded survey control is available for this station. BE0410 BE0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV954134(NAD 83) BE0410_MARKER: DB = BENCH MARK DISK BE0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0410_STAMPING: Z 129 RESET 1963 BE0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0410+STABILITY: SURFACE MOTION BE0410 BE0410 HISTORY - Date Condition Report By BE0410 HISTORY - 1963 MONUMENTED CGS BE0410 BE0410 STATION DESCRIPTION BE0410 BE0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 BE0410'9.4 MI N FROM SNEADS. BE0410'ABOUT 9.45 MILES NORTH ALONG SECONDARY STATE HIGHWAY 271 FROM BE0410'THE JUNCTION OF U.S. HIGHWAY 90 AT SNEADS, 55 FEET WEST OF THE BE0410'CENTER LINE OF THE ROAD, 1.5 FEET NORTH OF A WITNESS POST AND BE0410'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE0237 *********************************************************************** BE0237 DESIGNATION - Z 134 BE0237 PID - BE0237 BE0237 STATE/COUNTY- FL/JACKSON BE0237 USGS QUAD - COTTONDALE WEST (1994) BE0237 BE0237 *CURRENT SURVEY CONTROL BE0237 ___________________________________________________________________ BE0237* NAD 83(1986)- 30 47 40. (N) 085 22 37. (W) SCALED BE0237* NAVD 88 - 40.029 (meters) 131.33 (feet) ADJUSTED BE0237 ___________________________________________________________________ BE0237 GEOID HEIGHT- -27.90 (meters) GEOID99 BE0237 DYNAMIC HT - 39.978 (meters) 131.16 (feet) COMP BE0237 MODELED GRAV- 979,360.1 (mgal) NAVD 88 BE0237 BE0237 VERT ORDER - FIRST CLASS II BE0237 BE0237.The horizontal coordinates were scaled from a topographic map and have BE0237.an estimated accuracy of +/- 6 seconds. BE0237 BE0237.The orthometric height was determined by differential leveling BE0237.and adjusted by the National Geodetic Survey in June 1991. BE0237 BE0237.The geoid height was determined by GEOID99. BE0237 BE0237.The dynamic height is computed by dividing the NAVD 88 BE0237.geopotential number by the normal gravity value computed on the BE0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0237.degrees latitude (g = 980.6199 gals.). BE0237 BE0237.The modeled gravity was interpolated from observed gravity values. BE0237 BE0237; North East Units Estimated Accuracy BE0237;SPC FL N - 199,240. 516,070. MT (+/- 180 meters Scaled) BE0237 BE0237 SUPERSEDED SURVEY CONTROL BE0237 BE0237 NGVD 29 - 40.143 (m) 131.70 (f) ADJ UNCH 1 2 BE0237 BE0237.Superseded values are not recommended for survey control. BE0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0237.See file dsdata.txt to determine how the superseded data were derived. BE0237 BE0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV552079(NAD 83) BE0237_MARKER: DB = BENCH MARK DISK BE0237_SETTING: 30 = CONCRETE BASE BE0237_STAMPING: Z 134 1954 BE0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY BE0237 BE0237 HISTORY - Date Condition Report By BE0237 HISTORY - 1954 MONUMENTED CGS BE0237 HISTORY - 1956 GOOD NGS BE0237 HISTORY - 1981 GOOD NGS BE0237 HISTORY - 19910423 GOOD USPSQD BE0237 HISTORY - 20010331 GOOD NGS BE0237 HISTORY - 20010331 GOOD NGS BE0237 HISTORY - 20010331 GOOD NGS BE0237 HISTORY - 20010331 GOOD NGS BE0237 HISTORY - 20010331 GOOD NGS BE0237 BE0237 STATION DESCRIPTION BE0237 BE0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 BE0237'AT COTTONDALE. BE0237'AT COTTONDALE, AT THE CITY WATER TOWER, 214 FEET NORTH OF NORTH BE0237'RAIL OF MAIN TRACK OF LOUISVILLE AND NASHVILLE RAILROAD, 230 BE0237'FEET NORTHEAST OF NORTHEAST CORNER OF L. AND N. RR FREIGHT BE0237'STATION, 53 FEET NORTH OF CENTER LINE OF AN EAST-WEST STREET, BE0237'70 FEET EAST OF CENTER LINE OF A NORTH-SOUTH STREET, IN THE BE0237'TOP OF THE EAST CORNER OF THE CONCRETE BASE OF THE SOUTHWEST BE0237'LEG OF WATER TOWER AND ABOUT 1 FOOT ABOVE GROUND. BE0237 BE0237 STATION RECOVERY (1956) BE0237 BE0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956 BE0237'RECOVERED IN GOOD CONDITION. BE0237 BE0237 STATION RECOVERY (1981) BE0237 BE0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 BE0237'IN COTTONDALE, AT THE JUNCTION OF MAGNOLIA AND FRONT STREETS, IN THE BE0237'TOP OF THE EAST CORNER OF THE CONCRETE BASE OF THE SOUTHWEST LEG OF BE0237'THE CITY WATER TANK, 21.33 METERS (70 FEET) EAST OF THE CENTER OF BE0237'MAGNOLIA STREET, 16.15 METERS (53 FEET) NORTH OF THE CENTER OF MAIN BE0237'STREET. BE0237'THE MARK IS 0.3 M ABOVE GROUND. BE0237 BE0237 STATION RECOVERY (1991) BE0237 BE0237'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR) BE0237'RECOVERED IN GOOD CONDITION. BE0237 BE0237 STATION RECOVERY (2001) BE0237 BE0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0237'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0237 BE0237 STATION RECOVERY (2001) BE0237 BE0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0237'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0237 BE0237 STATION RECOVERY (2001) BE0237 BE0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0237'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0237 BE0237 STATION RECOVERY (2001) BE0237 BE0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0237'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE0237 BE0237 STATION RECOVERY (2001) BE0237 BE0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0237'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE1902 *********************************************************************** BE1902 DESIGNATION - Z 393 BE1902 PID - BE1902 BE1902 STATE/COUNTY- FL/JACKSON BE1902 USGS QUAD - COTTONDALE EAST (1994) BE1902 BE1902 *CURRENT SURVEY CONTROL BE1902 ___________________________________________________________________ BE1902* NAD 83(1986)- 30 50 06. (N) 085 21 09. (W) SCALED BE1902* NAVD 88 - 43.923 (meters) 144.10 (feet) ADJUSTED BE1902 ___________________________________________________________________ BE1902 GEOID HEIGHT- -27.89 (meters) GEOID99 BE1902 DYNAMIC HT - 43.867 (meters) 143.92 (feet) COMP BE1902 MODELED GRAV- 979,362.3 (mgal) NAVD 88 BE1902 BE1902 VERT ORDER - FIRST CLASS II BE1902 BE1902.The horizontal coordinates were scaled from a topographic map and have BE1902.an estimated accuracy of +/- 6 seconds. BE1902 BE1902.The orthometric height was determined by differential leveling BE1902.and adjusted by the National Geodetic Survey in June 1991. BE1902 BE1902.The geoid height was determined by GEOID99. BE1902 BE1902.The dynamic height is computed by dividing the NAVD 88 BE1902.geopotential number by the normal gravity value computed on the BE1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE1902.degrees latitude (g = 980.6199 gals.). BE1902 BE1902.The modeled gravity was interpolated from observed gravity values. BE1902 BE1902; North East Units Estimated Accuracy BE1902;SPC FL N - 203,720. 518,440. MT (+/- 180 meters Scaled) BE1902 BE1902 SUPERSEDED SURVEY CONTROL BE1902 BE1902.No superseded survey control is available for this station. BE1902 BE1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV575124(NAD 83) BE1902_MARKER: I = METAL ROD BE1902_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) BE1902_STAMPING: Z 393 1981 BE1902_MARK LOGO: NGS BE1902_PROJECTION: FLUSH BE1902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE1902_ROD/PIPE-DEPTH: 9.8 meters BE1902 BE1902 HISTORY - Date Condition Report By BE1902 HISTORY - 1981 MONUMENTED NGS BE1902 HISTORY - 1984 GOOD USPSQD BE1902 HISTORY - 1989 GOOD USPSQD BE1902 HISTORY - 20010331 MARK NOT FOUND NGS BE1902 HISTORY - 20010331 MARK NOT FOUND NGS BE1902 HISTORY - 20010331 MARK NOT FOUND NGS BE1902 HISTORY - 20010331 MARK NOT FOUND NGS BE1902 HISTORY - 20010331 MARK NOT FOUND NGS BE1902 BE1902 STATION DESCRIPTION BE1902 BE1902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 BE1902'5.8 KM (3.6 MI) NORTH FROM COTTONDALE. BE1902'5.8 KILOMETERS (3.6 MILES) NORTH ALONG U.S. HIGHWAY 231 FROM THE BE1902'JUNCTION OF U.S. HIGHWAY 90 IN COTTONDALE, TO THE MARK ON THE LEFT, BE1902'UNDER A POWER LINE CROSSING, 12.19 METERS (40.0 FEET) NORTHWEST BE1902'OF THE CENTER LINE OF THE HIGHWAY, 3.97 METERS (13.0 FEET) BE1902'WEST-SOUTHWEST OF A TELEPHONE JUNCTION BOX AND 2.4 METERS (0.75 BE1902'FEET) SOUTHWEST OF A METAL WITNESS POST. BE1902'THE MARK IS 0.45 METERS NE FROM A WITNESS POST. BE1902'THE MARK IS 0.5 M BELOW THE HIGHWAY. BE1902 BE1902 STATION RECOVERY (1984) BE1902 BE1902'RECOVERY NOTE BY US POWER SQUADRON 1984 BE1902'TWO WITNESS POSTS--LOCATED ON STATE ROAD 231--1 MILE SOUTHWEST OF BE1902'STATE ROAD 231 AND STATE ROAD 71 JUNCTION. STATION IS NEW TYPE WITH BE1902'FLOPPER VALUE. BE1902 BE1902 STATION RECOVERY (1989) BE1902 BE1902'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR) BE1902'RECOVERED IN GOOD CONDITION. BE1902 BE1902 STATION RECOVERY (2001) BE1902 BE1902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1902'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1902 BE1902 STATION RECOVERY (2001) BE1902 BE1902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1902'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1902 BE1902 STATION RECOVERY (2001) BE1902 BE1902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1902'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1902 BE1902 STATION RECOVERY (2001) BE1902 BE1902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1902'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE1902 BE1902 STATION RECOVERY (2001) BE1902 BE1902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE1902'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.