1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6037 *********************************************************************** AF6037 DESIGNATION - A 66 AF6037 PID - AF6037 AF6037 STATE/COUNTY- FL/HARDEE AF6037 USGS QUAD - WAUCHULA (1993) AF6037 AF6037 *CURRENT SURVEY CONTROL AF6037 ___________________________________________________________________ AF6037* NAD 83(1986)- 27 35 41. (N) 081 51 59. (W) SCALED AF6037* NAVD 88 - 33.945 (meters) 111.37 (feet) ADJUSTED AF6037 ___________________________________________________________________ AF6037 GEOID HEIGHT- -25.14 (meters) GEOID99 AF6037 DYNAMIC HT - 33.894 (meters) 111.20 (feet) COMP AF6037 MODELED GRAV- 979,148.8 (mgal) NAVD 88 AF6037 AF6037 VERT ORDER - SECOND CLASS 0 AF6037 AF6037.The horizontal coordinates were scaled from a topographic map and have AF6037.an estimated accuracy of +/- 6 seconds. AF6037 AF6037.The orthometric height was determined by differential leveling AF6037.and adjusted by the National Geodetic Survey in June 1991. AF6037 AF6037.The geoid height was determined by GEOID99. AF6037 AF6037.The dynamic height is computed by dividing the NAVD 88 AF6037.geopotential number by the normal gravity value computed on the AF6037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6037.degrees latitude (g = 980.6199 gals.). AF6037 AF6037.The modeled gravity was interpolated from observed gravity values. AF6037 AF6037; North East Units Estimated Accuracy AF6037;SPC FL W - 361,310. 213,190. MT (+/- 180 meters Scaled) AF6037 AF6037 SUPERSEDED SURVEY CONTROL AF6037 AF6037 NGVD 29 (??/??/92) 34.238 (m) 112.33 (f) ADJ UNCH 2 0 AF6037 AF6037.Superseded values are not recommended for survey control. AF6037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6037.See file dsdata.txt to determine how the superseded data were derived. AF6037 AF6037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML144526(NAD 83) AF6037_MARKER: DB = BENCH MARK DISK AF6037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6037_STAMPING: A 66 1934 AF6037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6037+STABILITY: SURFACE MOTION AF6037 AF6037 HISTORY - Date Condition Report By AF6037 HISTORY - 1934 MONUMENTED CGS AF6037 HISTORY - 1954 GOOD NGS AF6037 HISTORY - 20031002 MARK NOT FOUND FL-105 AF6037 AF6037 STATION DESCRIPTION AF6037 AF6037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954 AF6037'6.5 MI W FROM WAUCHULA. AF6037'6.5 MILES WEST ALONG STATE HIGHWAY 64 (FORMERLY 32) FROM THE AF6037'CITY HALL AT WAUCHULA, 4.5 MILE EAST OF THE CROSSING OF THE AF6037'SEABOARD AIR LINE RAILROAD AT FORT GREEN SPRINGS, 71 FEET EAST AF6037'OF THE PUMP AT THE ALBRETTON SERVICE STATION, AND 40 FEET AF6037'NORTH OF THE CENTERLINE OF THE HIGHWAY. A STANDARD DISK, STAMPED AF6037'A 66 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING AF6037'ABOUT 4 INCHES ABOVE GROUND. AF6037 AF6037 STATION RECOVERY (2003) AF6037 AF6037'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6037'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF6037'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6051 *********************************************************************** AF6051 DESIGNATION - B 66 AF6051 PID - AF6051 AF6051 STATE/COUNTY- FL/HARDEE AF6051 USGS QUAD - FT GREEN (1987) AF6051 AF6051 *CURRENT SURVEY CONTROL AF6051 ___________________________________________________________________ AF6051* NAD 83(1986)- 27 35 41. (N) 081 53 30. (W) SCALED AF6051* NAVD 88 - 33.961 (meters) 111.42 (feet) ADJUSTED AF6051 ___________________________________________________________________ AF6051 GEOID HEIGHT- -25.10 (meters) GEOID99 AF6051 DYNAMIC HT - 33.910 (meters) 111.25 (feet) COMP AF6051 MODELED GRAV- 979,148.9 (mgal) NAVD 88 AF6051 AF6051 VERT ORDER - SECOND CLASS 0 AF6051 AF6051.The horizontal coordinates were scaled from a topographic map and have AF6051.an estimated accuracy of +/- 6 seconds. AF6051 AF6051.The orthometric height was determined by differential leveling AF6051.and adjusted by the National Geodetic Survey in June 1991. AF6051 AF6051.The geoid height was determined by GEOID99. AF6051 AF6051.The dynamic height is computed by dividing the NAVD 88 AF6051.geopotential number by the normal gravity value computed on the AF6051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6051.degrees latitude (g = 980.6199 gals.). AF6051 AF6051.The modeled gravity was interpolated from observed gravity values. AF6051 AF6051; North East Units Estimated Accuracy AF6051;SPC FL W - 361,310. 210,700. MT (+/- 180 meters Scaled) AF6051 AF6051 SUPERSEDED SURVEY CONTROL AF6051 AF6051 NGVD 29 (??/??/92) 34.253 (m) 112.38 (f) ADJ UNCH 2 0 AF6051 AF6051.Superseded values are not recommended for survey control. AF6051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6051.See file dsdata.txt to determine how the superseded data were derived. AF6051 AF6051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML120526(NAD 83) AF6051_MARKER: DB = BENCH MARK DISK AF6051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6051_STAMPING: B 66 1934 AF6051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6051+STABILITY: SURFACE MOTION AF6051 AF6051 HISTORY - Date Condition Report By AF6051 HISTORY - 1934 MONUMENTED CGS AF6051 HISTORY - 1959 GOOD NGS AF6051 HISTORY - 19970430 MARK NOT FOUND USPSQD AF6051 HISTORY - 20031002 MARK NOT FOUND FL-105 AF6051 AF6051 STATION DESCRIPTION AF6051 AF6051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 AF6051'3.1 MI E FROM FORT GREEN SPRINGS. AF6051'3.1 MILES EAST ALONG STATE HIGHWAY 62 FROM THE CROSSING OF THE AF6051'SEABOARD AIR LINE RAIL-ROAD AT FORT GREEN SPRINGS, 40 FT. NORTH AF6051'OF THE CENTER LINE OF THE HIGHWAY, 58 FT. WEST OF THE CENTER AF6051'LINE OF A GRADED DIRT ROAD LEADING NORTH IN THE SOUTHEAST CORNER AF6051'OF A YARD, 118 FT. EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A AF6051'SMALL FRAME HOUSE, 76 FT. WEST OF POWER POLE 16-26, SET IN AF6051'THE TOP OF A CONCRETE POST WHICH IS 0.1 FT. UNDER THE TOP OF THE AF6051'GROUND. AF6051 AF6051 STATION RECOVERY (1997) AF6051 AF6051'RECOVERY NOTE BY US POWER SQUADRON 1997 AF6051'MARK NOT FOUND. AF6051 AF6051 STATION RECOVERY (2003) AF6051 AF6051'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6051'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF6051'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6049 *********************************************************************** AF6049 DESIGNATION - C 66 AF6049 PID - AF6049 AF6049 STATE/COUNTY- FL/HARDEE AF6049 USGS QUAD - FT GREEN (1987) AF6049 AF6049 *CURRENT SURVEY CONTROL AF6049 ___________________________________________________________________ AF6049* NAD 83(1986)- 27 35 40. (N) 081 55 55. (W) SCALED AF6049* NAVD 88 - 33.863 (meters) 111.10 (feet) ADJUSTED AF6049 ___________________________________________________________________ AF6049 GEOID HEIGHT- -25.04 (meters) GEOID99 AF6049 DYNAMIC HT - 33.812 (meters) 110.93 (feet) COMP AF6049 MODELED GRAV- 979,149.1 (mgal) NAVD 88 AF6049 AF6049 VERT ORDER - SECOND CLASS 0 AF6049 AF6049.The horizontal coordinates were scaled from a topographic map and have AF6049.an estimated accuracy of +/- 6 seconds. AF6049 AF6049.The orthometric height was determined by differential leveling AF6049.and adjusted by the National Geodetic Survey in June 1991. AF6049 AF6049.The geoid height was determined by GEOID99. AF6049 AF6049.The dynamic height is computed by dividing the NAVD 88 AF6049.geopotential number by the normal gravity value computed on the AF6049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6049.degrees latitude (g = 980.6199 gals.). AF6049 AF6049.The modeled gravity was interpolated from observed gravity values. AF6049 AF6049; North East Units Estimated Accuracy AF6049;SPC FL W - 361,270. 206,720. MT (+/- 180 meters Scaled) AF6049 AF6049 SUPERSEDED SURVEY CONTROL AF6049 AF6049 NGVD 29 (??/??/92) 34.154 (m) 112.05 (f) ADJ UNCH 2 0 AF6049 AF6049.Superseded values are not recommended for survey control. AF6049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6049.See file dsdata.txt to determine how the superseded data were derived. AF6049 AF6049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML080526(NAD 83) AF6049_MARKER: DB = BENCH MARK DISK AF6049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6049_STAMPING: C 66 1934 AF6049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6049+STABILITY: SURFACE MOTION AF6049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AF6049+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2003 AF6049 AF6049 HISTORY - Date Condition Report By AF6049 HISTORY - 1934 MONUMENTED CGS AF6049 HISTORY - 1954 GOOD NGS AF6049 HISTORY - 19970430 GOOD USPSQD AF6049 HISTORY - 20031002 GOOD FL-105 AF6049 AF6049 STATION DESCRIPTION AF6049 AF6049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954 AF6049'0.4 MI E FROM FORT GREEN SPRINGS. AF6049'0.4 MILE EAST ALONG STATE HIGHWAY 62 (FORMERLY 32) FROM THE AF6049'CROSSING OF THE SEABOARD AIR LINE RAILROAD AT FORT GREEN SPRINGS, AF6049'0.3 MILE WEST OF A WOODEN BRIDGE, AT THE INTERSECTION OF A DIRT AF6049'ROAD, 89 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 43 FEET AF6049'SOUTH OF THE CENTERLINE OF THE HIGHWAY. A STANDARD DISK, STAMPED AF6049'C 66 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT AF6049'3 INCHES ABOVE GROUND. AF6049 AF6049 STATION RECOVERY (1997) AF6049 AF6049'RECOVERY NOTE BY US POWER SQUADRON 1997 AF6049'RECOVERED IN GOOD CONDITION. AF6049 AF6049 STATION RECOVERY (2003) AF6049 AF6049'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6049'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF6049'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AG6338 *********************************************************************** AG6338 DESIGNATION - D 60 FLGS AG6338 PID - AG6338 AG6338 STATE/COUNTY- FL/HARDEE AG6338 USGS QUAD - DUETTE (1987) AG6338 AG6338 *CURRENT SURVEY CONTROL AG6338 ___________________________________________________________________ AG6338* NAD 83(1986)- 27 35 43. (N) 082 03 13. (W) SCALED AG6338* NAVD 88 - 39.014 (meters) 128.00 (feet) ADJUSTED AG6338 ___________________________________________________________________ AG6338 GEOID HEIGHT- -24.89 (meters) GEOID99 AG6338 DYNAMIC HT - 38.955 (meters) 127.80 (feet) COMP AG6338 MODELED GRAV- 979,147.2 (mgal) NAVD 88 AG6338 AG6338 VERT ORDER - SECOND CLASS 0 AG6338 AG6338.The horizontal coordinates were scaled from a topographic map and have AG6338.an estimated accuracy of +/- 6 seconds. AG6338 AG6338.The orthometric height was determined by differential leveling AG6338.and adjusted by the National Geodetic Survey in June 1991. AG6338 AG6338.The geoid height was determined by GEOID99. AG6338 AG6338.The dynamic height is computed by dividing the NAVD 88 AG6338.geopotential number by the normal gravity value computed on the AG6338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6338.degrees latitude (g = 980.6199 gals.). AG6338 AG6338.The modeled gravity was interpolated from observed gravity values. AG6338 AG6338; North East Units Estimated Accuracy AG6338;SPC FL W - 361,360. 194,710. MT (+/- 180 meters Scaled) AG6338 AG6338 SUPERSEDED SURVEY CONTROL AG6338 AG6338 NGVD 29 (??/??/92) 39.29 (m) 128.9 (f) COMPUTED 2 0 AG6338 AG6338.Superseded values are not recommended for survey control. AG6338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6338.See file dsdata.txt to determine how the superseded data were derived. AG6338 AG6338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL960528(NAD 83) AG6338_MARKER: DD = SURVEY DISK AG6338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6338_STAMPING: D 60 AG6338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6338+STABILITY: SURFACE MOTION AG6338 AG6338 HISTORY - Date Condition Report By AG6338 HISTORY - UNK MONUMENTED FLGS AG6338 HISTORY - 1968 GOOD NGS AG6338 HISTORY - 19970430 MARK NOT FOUND USPSQD AG6338 HISTORY - 20031001 MARK NOT FOUND FL-105 AG6338 AG6338 STATION DESCRIPTION AG6338 AG6338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 AG6338'6.8 MI W FROM FORT GREEN SPRINGS. AG6338'6.8 MILES WEST ALONG STATE HIGHWAY 62 (FORMERLY 32) FROM THE AG6338'CROSSING OF THE SEABOARD AIR LINE RAILROAD AT FORT GREEN SPRINGS, AG6338'90 FEET WEST OF A 36-INCH CONCRETE CULVERT, 12 FEET NORTH OF THE AG6338'CENTERLINE OF THE HIGHWAY, AND 75 FEET SOUTH OF A FENCE. AG6338'A STATE SURVEY STANDARD DISK, STAMPED D 60 AND SET IN THE TOP AG6338'OF A CONCRETE POST. AG6338 AG6338 STATION RECOVERY (1997) AG6338 AG6338'RECOVERY NOTE BY US POWER SQUADRON 1997 AG6338'MARK NOT FOUND. AG6338 AG6338 STATION RECOVERY (2003) AG6338 AG6338'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AG6338'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AG6338'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6045 *********************************************************************** AF6045 DESIGNATION - D 66 AF6045 PID - AF6045 AF6045 STATE/COUNTY- FL/HARDEE AF6045 USGS QUAD - FT GREEN (1987) AF6045 AF6045 *CURRENT SURVEY CONTROL AF6045 ___________________________________________________________________ AF6045* NAD 83(1986)- 27 35 41. (N) 081 56 23. (W) SCALED AF6045* NAVD 88 - 32.127 (meters) 105.40 (feet) ADJUSTED AF6045 ___________________________________________________________________ AF6045 GEOID HEIGHT- -25.03 (meters) GEOID99 AF6045 DYNAMIC HT - 32.079 (meters) 105.25 (feet) COMP AF6045 MODELED GRAV- 979,149.0 (mgal) NAVD 88 AF6045 AF6045 VERT ORDER - SECOND CLASS 0 AF6045 AF6045.The horizontal coordinates were scaled from a topographic map and have AF6045.an estimated accuracy of +/- 6 seconds. AF6045 AF6045.The orthometric height was determined by differential leveling AF6045.and adjusted by the National Geodetic Survey in June 1991. AF6045 AF6045.The geoid height was determined by GEOID99. AF6045 AF6045.The dynamic height is computed by dividing the NAVD 88 AF6045.geopotential number by the normal gravity value computed on the AF6045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6045.degrees latitude (g = 980.6199 gals.). AF6045 AF6045.The modeled gravity was interpolated from observed gravity values. AF6045 AF6045; North East Units Estimated Accuracy AF6045;SPC FL W - 361,300. 205,950. MT (+/- 180 meters Scaled) AF6045 AF6045 SUPERSEDED SURVEY CONTROL AF6045 AF6045 NGVD 29 (??/??/92) 32.417 (m) 106.35 (f) ADJ UNCH 2 0 AF6045 AF6045.Superseded values are not recommended for survey control. AF6045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6045.See file dsdata.txt to determine how the superseded data were derived. AF6045 AF6045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML072526(NAD 83) AF6045_MARKER: DB = BENCH MARK DISK AF6045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6045_STAMPING: D 66 1934 AF6045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6045+STABILITY: SURFACE MOTION AF6045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF6045+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003 AF6045 AF6045 HISTORY - Date Condition Report By AF6045 HISTORY - 1934 MONUMENTED CGS AF6045 HISTORY - 1960 GOOD NGS AF6045 HISTORY - 1963 GOOD NGS AF6045 HISTORY - 19970430 MARK NOT FOUND USPSQD AF6045 HISTORY - 20031001 GOOD FL-105 AF6045 AF6045 STATION DESCRIPTION AF6045 AF6045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 AF6045'AT FORT GREEN SPRINGS. AF6045'AT FORT GREEN SPRINGS, 137 YARDS EAST OF A WOODEN HIGHWAY BRIDGE, AF6045'128 FT. WEST OF THE WEST RAIL OF THE SEABOARD AIR LINE RAILROAD, AF6045'29.5 FT. NORTH OF THE CENTER LINE OF STATE HIGHWAY 62, 50.7 FT. AF6045'SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK MASONIC AF6045'BUILDING, NORTH OF AND ACROSS THE HIGHWAY FROM A WHITE FRAME AF6045'HOUSE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH AF6045'THE GROUND. AF6045 AF6045 STATION RECOVERY (1963) AF6045 AF6045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 AF6045'RECOVERED IN GOOD CONDITION. AF6045 AF6045 STATION RECOVERY (1997) AF6045 AF6045'RECOVERY NOTE BY US POWER SQUADRON 1997 AF6045'MARK NOT FOUND. AF6045 AF6045 STATION RECOVERY (2003) AF6045 AF6045'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6045'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF6045'APPRAISER GIS DEPARTMENT. SET CARSONITE WITNESS POST N10E AT 3.0'FT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AG6341 *********************************************************************** AG6341 DESIGNATION - F 66 AG6341 PID - AG6341 AG6341 STATE/COUNTY- FL/HARDEE AG6341 USGS QUAD - DUETTE (1987) AG6341 AG6341 *CURRENT SURVEY CONTROL AG6341 ___________________________________________________________________ AG6341* NAD 83(1986)- 27 35 42. (N) 082 00 39. (W) SCALED AG6341* NAVD 88 - 36.814 (meters) 120.78 (feet) ADJUSTED AG6341 ___________________________________________________________________ AG6341 GEOID HEIGHT- -24.94 (meters) GEOID99 AG6341 DYNAMIC HT - 36.759 (meters) 120.60 (feet) COMP AG6341 MODELED GRAV- 979,147.8 (mgal) NAVD 88 AG6341 AG6341 VERT ORDER - SECOND CLASS 0 AG6341 AG6341.The horizontal coordinates were scaled from a topographic map and have AG6341.an estimated accuracy of +/- 6 seconds. AG6341 AG6341.The orthometric height was determined by differential leveling AG6341.and adjusted by the National Geodetic Survey in June 1991. AG6341 AG6341.The geoid height was determined by GEOID99. AG6341 AG6341.The dynamic height is computed by dividing the NAVD 88 AG6341.geopotential number by the normal gravity value computed on the AG6341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6341.degrees latitude (g = 980.6199 gals.). AG6341 AG6341.The modeled gravity was interpolated from observed gravity values. AG6341 AG6341; North East Units Estimated Accuracy AG6341;SPC FL W - 361,330. 198,930. MT (+/- 180 meters Scaled) AG6341 AG6341 SUPERSEDED SURVEY CONTROL AG6341 AG6341 NGVD 29 (??/??/92) 37.095 (m) 121.70 (f) ADJ UNCH 2 0 AG6341 AG6341.Superseded values are not recommended for survey control. AG6341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6341.See file dsdata.txt to determine how the superseded data were derived. AG6341 AG6341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML002527(NAD 83) AG6341_MARKER: DB = BENCH MARK DISK AG6341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6341_STAMPING: F 66 1934 AG6341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6341+STABILITY: SURFACE MOTION AG6341 AG6341 HISTORY - Date Condition Report By AG6341 HISTORY - 1934 MONUMENTED CGS AG6341 HISTORY - 1960 GOOD NGS AG6341 HISTORY - 1963 GOOD NGS AG6341 HISTORY - 19970430 MARK NOT FOUND USPSQD AG6341 HISTORY - 20031001 MARK NOT FOUND FL-105 AG6341 AG6341 STATION DESCRIPTION AG6341 AG6341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 AG6341'4.4 MI W FROM FORT GREEN SPRINGS. AG6341'4.4 MILES WEST ALONG STATE HIGHWAY 62 FROM THE CROSSING OF AG6341'THE SEABOARD AIR LINE RAILROAD AT FORT GREEN SPRINGS, 7.0 MILES AG6341'EAST OF THE JUNCTION OF STATE HIGHWAYS 37 AND 62, 55 FT. AG6341'NORTH OF THE CENTER LINE OF THE HIGHWAY, 48 FT. WEST OF A T FENCE AG6341'CORNER, 7 FT. WEST OF THE WEST END OF A WOODEN GATE, 1.8 FT. AG6341'SOUTH OF A FENCE, 1.1 FT. WEST OF A STEEL WITNESS POST, SET AG6341'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE AG6341'THE GROUND. AG6341 AG6341 STATION RECOVERY (1963) AG6341 AG6341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 AG6341'RECOVERED IN GOOD CONDITION. AG6341 AG6341 STATION RECOVERY (1997) AG6341 AG6341'RECOVERY NOTE BY US POWER SQUADRON 1997 AG6341'MARK NOT FOUND. AG6341 AG6341 STATION RECOVERY (2003) AG6341 AG6341'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AG6341'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AG6341'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF0480 *********************************************************************** AF0480 CBN - This is a Cooperative Base Network Control Station. AF0480 DESIGNATION - FORT RESET AF0480 PID - AF0480 AF0480 STATE/COUNTY- FL/HARDEE AF0480 USGS QUAD - FT GREEN (1987) AF0480 AF0480 *CURRENT SURVEY CONTROL AF0480 ___________________________________________________________________ AF0480* NAD 83(1999)- 27 35 41.96740(N) 081 59 22.03280(W) ADJUSTED AF0480* NAVD 88 - 37.1 (meters) 122. (feet) GPS OBS AF0480 ___________________________________________________________________ AF0480 X - 788,286.133 (meters) COMP AF0480 Y - -5,601,465.792 (meters) COMP AF0480 Z - 2,936,808.688 (meters) COMP AF0480 LAPLACE CORR- -1.31 (seconds) DEFLEC99 AF0480 ELLIP HEIGHT- 12.13 (meters) (05/31/01) GPS OBS AF0480 GEOID HEIGHT- -24.96 (meters) GEOID99 AF0480 AF0480 HORZ ORDER - B AF0480 ELLP ORDER - FIFTH CLASS I AF0480 AF0480.The horizontal coordinates were established by GPS observations AF0480.and adjusted by the National Geodetic Survey in May 2001. AF0480 AF0480.The orthometric height was determined by GPS observations and a AF0480.high-resolution geoid model. AF0480 AF0480.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF0480 AF0480.The Laplace correction was computed from DEFLEC99 derived deflections. AF0480 AF0480.The ellipsoidal height was determined by GPS observations AF0480.and is referenced to NAD 83. AF0480 AF0480.The geoid height was determined by GEOID99. AF0480 AF0480; North East Units Scale Converg. AF0480;SPC FL W - 361,330.108 201,041.159 MT 0.99994119 +0 00 17.6 AF0480;UTM 17 - 3,052,729.356 402,350.332 MT 0.99971770 -0 27 30.1 AF0480 AF0480: Primary Azimuth Mark Grid Az AF0480:SPC FL W - FORT AZ MK 091 37 41.6 AF0480:UTM 17 - FORT AZ MK 092 05 29.3 AF0480 AF0480|---------------------------------------------------------------------| AF0480| PID Reference Object Distance Geod. Az | AF0480| dddmmss.s | AF0480| AF0479 FORT GREEN TANK APPROX. 5.5 KM 0550929.3 | AF0480| AF0477 BOWLING GREEN MUN TANK APPROX.17.2 KM 0730151.2 | AF0480| CW7140 FORT AZ MK 0913759.2 | AF0480| AF0478 WAUCHULA NEW MUN TANK APPROX.18.5 KM 1053907.8 | AF0480| CW7141 FORT RM 1 42.285 METERS 12729 | AF0480| CW7142 FORT RM 2 35.232 METERS 22439 | AF0480| CW7143 FORT RM 3 35.348 METERS 22446 | AF0480|---------------------------------------------------------------------| AF0480 AF0480 SUPERSEDED SURVEY CONTROL AF0480 AF0480 NAD 83(1990)- 27 35 41.96599(N) 081 59 22.03226(W) AD( ) B AF0480 ELLIP H (09/13/90) 12.16 (m) GP( ) 4 1 AF0480 NAD 83(1986)- 27 35 41.96660(N) 081 59 22.05049(W) AD( ) 2 AF0480 NAD 27 - 27 35 40.83862(N) 081 59 22.74478(W) AD( ) 2 AF0480 NGVD 29 (09/13/90) 37.5 (m) 123. (f) GPS OBS AF0480 AF0480.Superseded values are not recommended for survey control. AF0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF0480.See file dsdata.txt to determine how the superseded data were derived. AF0480 AF0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0235052729(NAD 83) AF0480_MARKER: DH = HORIZONTAL CONTROL DISK AF0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF0480_STAMPING: FORT 1937 1974 AF0480_MARK LOGO: NGS AF0480_MAGNETIC: N = NO MAGNETIC MATERIAL AF0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF0480+STABILITY: SURFACE MOTION AF0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF0480+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003 AF0480 AF0480 HISTORY - Date Condition Report By AF0480 HISTORY - 1937 MONUMENTED CGS AF0480 HISTORY - 1963 MARK NOT FOUND CGS AF0480 HISTORY - 1974 SEE DESCRIPTION NGS AF0480 HISTORY - 1974 GOOD NGS AF0480 HISTORY - 19890302 GOOD NGS AF0480 HISTORY - 19910501 GOOD KEISCH AF0480 HISTORY - 20031001 GOOD FL-105 AF0480 AF0480 STATION DESCRIPTION AF0480 AF0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RAE) AF0480'STATION IS ABOUT 13.7 MILES BY ROAD N AND W OF WAUCHULA, 2.8 AF0480'MILES W OF THE FORT GREEN POST OFFICE, ON THE N SIDE OF STATE AF0480'ROUTE 32, BETWEEN ROADWAY AND FENCE LINE ON RIGHT-OF-WAY AF0480'PROPERTY. IT IS 42 FEET N OF THE CENTER LINE OF ROUTE 32, 12 AF0480'FEET S OF FENCE LINE, 58 FEET W OF THE CENTER LINE OF A CATTLE AF0480'GUARD, 89 FEET E OF GATEPOST, ABOUT 0.1 MILE W OF WARNING SIGN AF0480'STOP FOR SCHOOL BUS. PROJECTS 2 INCHES. AF0480' AF0480'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD AF0480'BRONZE DISKS SET IN CONCRETE. AF0480' AF0480'REFERENCE MARK NO. 1 IS SE OF THE STATION, 42 FEET S OF THE AF0480'CENTER LINE OF ROUTE 32, 1-1/2 FEET N OF FENCE LINE. MARK IS AF0480'FLUSH WITH TOP OF GROUND. AF0480' AF0480'REFERENCE MARK NO. 2 IS SW OF THE STATION, 42 FEET S OF THE AF0480'CENTER LINE OF ROUTE 32, 1-1/2 FEET N OF FENCE LINE. MARK AF0480'PROJECTS 2 INCHES. AF0480' AF0480'AZIMUTH MARK IS E OF THE STATION, 41 FEET S OF THE CENTER LINE AF0480'OF ROUTE 32, 1-1/2 FEET N OF FENCE LINE, 30 FEET W OF THE CENTER AF0480'LINE OF CATTLE GUARD AND TRAIL SOUTHWARD THROUGH SCRUB AF0480'PALMETTOES. MARK PROJECTS 3 INCHES. AF0480' AF0480'TO REACH FROM WAUCHULA, GO N ON U.S. ROUTE 17 FOR 3.4 MILES TO AF0480'JUNCTION WITH ROUTE 32. HERE TURN W AND GO 10.3 MILES TO THE AF0480'STATION ON RIGHT OR 2.8 MILES W OF THE FORT GREEN POST OFFICE TO AF0480'STATION. AF0480' AF0480'HEIGHT OF LIGHT ABOVE STATION MARK 34.7 METERS. AF0480 AF0480 STATION RECOVERY (1963) AF0480 AF0480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS) AF0480'THE STATION WAS NOT RECOVERED AFTER A THOROUGH SEARCH. IT IS AF0480'BELIEVED THAT THE STATION WAS DESTROYED WHEN THE HIGHWAY WAS AF0480'WIDENED AND REPAVED. AF0480 AF0480 STATION RECOVERY (1974) AF0480 AF0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN) AF0480'RM 1 TO RM 3 OBSTRUCTED BY HIGH BRUSH. AF0480' AF0480'THE STATION UNDERGROUND MARK AND REFERENCE MARK 1 WERE RECOVERED AF0480'AND FOUND IN GOOD CONDITION. THE SURFACE STATION MARK AND AF0480'REFERENCE MARK 2 WERE FOUND DESTROYED. AZIMUTH MARK WAS SEARCHED AF0480'FOR AT LENGTH BUT NOT FOUND. APPARENTLY THE AZIMUTH MARK WAS AF0480'DESTROYED WHEN THE HIGHWAY WAS RECONSTRUCTED. A NEW SURFACE AF0480'STATION MARK WAS SET DIRECTLY OVER THE UNDERGROUND STATION AF0480'MARK. REFERENCE MARK 3 WAS ALSO ESTABLISHED AT THIS TIME. THE AF0480'DISTANCE TO REFERENCE MARK 1 CHECKED THE ORIGINAL DESCRIPTION. AF0480'A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME. DUE TO AF0480'CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS. AF0480' AF0480'STATION IS ABOUT 37 MILES SOUTHEAST OF TAMPA, 22 MILES SOUTHWEST AF0480'OF BARTOW, 12 MILES WEST-NORTHWEST OF WAUCHULA, 2.8 MILES WEST AF0480'OF FORT GREEN SPRINGS AND ON PROPERTY OF MR. D. WATERS WHO LIVES AF0480'0.4 MILES EAST OF STATION ON THE NORTH SIDE OF STATE HIGHWAY 62. AF0480' AF0480'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 62 AND AF0480'SECONDARY ROAD S-663 IN FORT GREEN SPRINGS, GO WEST ON STATE AF0480'HIGHWAY 62 FOR 2.75 MILES TO STATION ON RIGHT. AF0480' AF0480'STATION MARK, A STANDARD DISK STAMPED FORT 1937 1974, IS SET IN AF0480'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET AF0480'3-INCHES BELOW THE GROUND SURFACE. IT IS 261 FEET EAST OF POWER AF0480'LINE POLE 16-89A, 128 FEET WEST OF POWER LINE POLE 1689, 41.5 AF0480'FEET NORTH OF THE CENTER OF STATE HIGHWAY 62, 6.1 FEET NORTH OF AF0480'A METAL WITNESS POST, 5.8 FEET NORTH OF A WIRE RIGHT-OF-WAY AF0480'FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST. THE UNDERGROUND AF0480'MARK IS A STANDARD DISK STAMPED FORT 1937, IS SET IN THE TOP AF0480'OF AN IRREGULAR MASS OF CONCRETE ABOUT 28-INCHES BELOW THE AF0480'GROUND SURFACE. AF0480' AF0480'REFERENCE MARK 1, A STANDARD DISK STAMPED FORT NO 1 1937, IS AF0480'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS AF0480'SET FLUSH WITH THE GROUND SURFACE. IT IS 94 FEET SOUTH-SOUTHWEST AF0480'OF POWER LINE POLE NUMBERED 1689, 42 FEET SOUTH OF THE CENTER OF AF0480'STATE HIGHWAY 62, 1.3 FEET NORTH OF A WIRE RIGHT-OF-WAY FENCE AND AF0480'1.1 FEET NORTHWEST OF A METAL WITNESS POST. AF0480' AF0480'REFERENCE MARK 3, A STANDARD DISK STAMPED FORT 1937 NO 3 1974, AF0480'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AF0480'THAT IS SET FLUSH WITH THE GROUND SURFACE. IT IS 201 FEET AF0480'SOUTHEAST OF POWER LINE POLE 16-89A, 41.3 FEET SOUTH OF THE CENTER AF0480'OF HIGHWAY, 1.5 FEET NORTH OF THE WIRE FENCE AND 1 FOOT NORTH OF AF0480'A METAL WITNESS POST. AF0480' AF0480'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AF0480'2.8 MILES WEST OF FORT GREEN SPRINGS. AF0480 AF0480 STATION RECOVERY (1974) AF0480 AF0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 AF0480'RECOVERED IN GOOD CONDITION. AF0480 AF0480 STATION RECOVERY (1989) AF0480 AF0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 AF0480'THE STATION IS LOCATED ABOUT 59.54 KM (37.00 MI) SOUTHEAST OF TAMPA, AF0480'35.40 KM (22.00 MI) SOUTHWEST OF BARTOW, 19.31 KM (12.00 MI) AF0480'WEST-NORTHWEST OF WAUCHULA, 13.04 KM (8.10 MI) EAST OF DUETTE, 6.12 KM AF0480'(3.80 MI) WEST OF FORT GREEN SPRINGS, ON THE NORTH SIDE OF STATE AF0480'HIGHWAY 62. OWNERSHIP--UNKNOWN. AF0480'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 62 AND COUNTY AF0480'ROAD 663 IN FORT GREEN SPRINGS, GO WEST FOR 4.10 KM (2.55 MI) ON AF0480'HIGHWAY 62 TO THE D. WATERS RESIDENCE (BOX 113) ON RIGHT. CONTINUE AF0480'WEST FOR 0.56 KM (0.35 MI) ON HIGHWAY 62 TO THE STATION ON RIGHT. AF0480'LOCATED 62.03 M (203.5 FT) WEST FROM UTILITY POLE NUMBER 1689, 48.74 M AF0480'(159.9 FT) EAST FROM UTILITY POLE NUMBER A1689A, 12.65 M (41.5 FT) AF0480'NORTH FROM THE APPROXIMATE CENTER OF HIGHWAY 62, 1.86 M (6.1 FT) NORTH AF0480'FROM A WITNESS POST AND 1.77 M (5.8 FT) NORTH FROM A BARBED WIRE AF0480'FENCE. AF0480'DESCRIBED BY R.L. TAYLOR. AF0480 AF0480 STATION RECOVERY (1991) AF0480 AF0480'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1991 AF0480'RECOVERED IN GOOD CONDITION. AF0480 AF0480 STATION RECOVERY (2003) AF0480 AF0480'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF0480'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF0480'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AG6339 *********************************************************************** AG6339 DESIGNATION - G 66 AG6339 PID - AG6339 AG6339 STATE/COUNTY- FL/HARDEE AG6339 USGS QUAD - DUETTE (1987) AG6339 AG6339 *CURRENT SURVEY CONTROL AG6339 ___________________________________________________________________ AG6339* NAD 83(1986)- 27 35 42. (N) 082 02 49. (W) SCALED AG6339* NAVD 88 - 38.434 (meters) 126.10 (feet) ADJUSTED AG6339 ___________________________________________________________________ AG6339 GEOID HEIGHT- -24.90 (meters) GEOID99 AG6339 DYNAMIC HT - 38.377 (meters) 125.91 (feet) COMP AG6339 MODELED GRAV- 979,147.3 (mgal) NAVD 88 AG6339 AG6339 VERT ORDER - SECOND CLASS 0 AG6339 AG6339.The horizontal coordinates were scaled from a topographic map and have AG6339.an estimated accuracy of +/- 6 seconds. AG6339 AG6339.The orthometric height was determined by differential leveling AG6339.and adjusted by the National Geodetic Survey in June 1991. AG6339 AG6339.The geoid height was determined by GEOID99. AG6339 AG6339.The dynamic height is computed by dividing the NAVD 88 AG6339.geopotential number by the normal gravity value computed on the AG6339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6339.degrees latitude (g = 980.6199 gals.). AG6339 AG6339.The modeled gravity was interpolated from observed gravity values. AG6339 AG6339; North East Units Estimated Accuracy AG6339;SPC FL W - 361,330. 195,370. MT (+/- 180 meters Scaled) AG6339 AG6339 SUPERSEDED SURVEY CONTROL AG6339 AG6339 NGVD 29 (??/??/92) 38.710 (m) 127.00 (f) ADJ UNCH 2 0 AG6339 AG6339.Superseded values are not recommended for survey control. AG6339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6339.See file dsdata.txt to determine how the superseded data were derived. AG6339 AG6339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL966527(NAD 83) AG6339_MARKER: DB = BENCH MARK DISK AG6339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6339_STAMPING: G 66 1934 AG6339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6339+STABILITY: SURFACE MOTION AG6339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG6339+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003 AG6339 AG6339 HISTORY - Date Condition Report By AG6339 HISTORY - 1934 MONUMENTED CGS AG6339 HISTORY - 1954 GOOD NGS AG6339 HISTORY - 20031001 GOOD FL-105 AG6339 AG6339 STATION DESCRIPTION AG6339 AG6339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954 AG6339'6.4 MI W FROM FORT GREEN SPRINGS. AG6339'6.4 MILES WEST ALONG STATE HIGHWAY 62 (FORMERLY 32) FROM THE AG6339'CROSSING OF THE SEABOARD AIR LINE RAILROAD AT FORT GREEN SPRINGS, AG6339'0.2 MILE WEST OF A 20-INCH CONCRETE CULVERT, 45 FEET NORTH OF AG6339'THE CENTERLINE OF THE HIGHWAY, AND 34 FEET WEST OF THE CENTERLINE AG6339'OF A WOODEN CATTLE GATE. A STANDARD DISK, STAMPED G 66 1934 AG6339'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES AG6339'ABOVE GROUND. AG6339 AG6339 STATION RECOVERY (2003) AG6339 AG6339'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AG6339'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AG6339'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6035 *********************************************************************** AF6035 DESIGNATION - L 77 AF6035 PID - AF6035 AF6035 STATE/COUNTY- FL/HARDEE AF6035 USGS QUAD - BAIRD (1987) AF6035 AF6035 *CURRENT SURVEY CONTROL AF6035 ___________________________________________________________________ AF6035* NAD 83(1986)- 27 37 57. (N) 081 56 47. (W) SCALED AF6035* NAVD 88 - 36.612 (meters) 120.12 (feet) ADJUSTED AF6035 ___________________________________________________________________ AF6035 GEOID HEIGHT- -25.08 (meters) GEOID99 AF6035 DYNAMIC HT - 36.558 (meters) 119.94 (feet) COMP AF6035 MODELED GRAV- 979,150.2 (mgal) NAVD 88 AF6035 AF6035 VERT ORDER - SECOND CLASS 0 AF6035 AF6035.The horizontal coordinates were scaled from a topographic map and have AF6035.an estimated accuracy of +/- 6 seconds. AF6035 AF6035.The orthometric height was determined by differential leveling AF6035.and adjusted by the National Geodetic Survey in June 1991. AF6035 AF6035.The geoid height was determined by GEOID99. AF6035 AF6035.The dynamic height is computed by dividing the NAVD 88 AF6035.geopotential number by the normal gravity value computed on the AF6035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6035.degrees latitude (g = 980.6199 gals.). AF6035 AF6035.The modeled gravity was interpolated from observed gravity values. AF6035 AF6035; North East Units Estimated Accuracy AF6035;SPC FL W - 365,490. 205,290. MT (+/- 180 meters Scaled) AF6035 AF6035 SUPERSEDED SURVEY CONTROL AF6035 AF6035 NGVD 29 (??/??/92) 36.909 (m) 121.09 (f) ADJ UNCH 2 0 AF6035 AF6035.Superseded values are not recommended for survey control. AF6035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6035.See file dsdata.txt to determine how the superseded data were derived. AF6035 AF6035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML066568(NAD 83) AF6035_MARKER: DB = BENCH MARK DISK AF6035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6035_STAMPING: L 77 1934 AF6035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6035+STABILITY: SURFACE MOTION AF6035 AF6035 HISTORY - Date Condition Report By AF6035 HISTORY - 1934 MONUMENTED CGS AF6035 HISTORY - 20030603 MARK NOT FOUND FL-105 AF6035 AF6035 STATION DESCRIPTION AF6035 AF6035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 AF6035'3 MI N FROM FORT GREEN SPRINGS. AF6035'ABOUT 3 MILES NORTH ALONG THE SEABOARD AIR LINE RAILWAY FROM AF6035'THE STATION AT FORT GREEN SPRINGS, HARDEE COUNTY, ABOUT 27 YARDS AF6035'NORTHWEST OF MILEPOST 855, ABOUT 75 FEET SOUTHWEST OF A SIDETRACK AF6035'SWITCH, ABOUT 63 YARDS SOUTH OF A 4-FOOT CONCRETE CULVERT, 30 AF6035'FEET EAST OF THE CENTER LINE OF A ROAD PARALLELING THE TRACK, AF6035'AND 32 FEET WEST OF THE WEST RAIL. A STANDARD DISK, STAMPED AF6035'L 77 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT AF6035'6 INCHES ABOVE GROUND. AF6035 AF6035 STATION RECOVERY (2003) AF6035 AF6035'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6035'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF6035'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF0476 *********************************************************************** AF0476 CBN - This is a Cooperative Base Network Control Station. AF0476 DESIGNATION - LEMON AF0476 PID - AF0476 AF0476 STATE/COUNTY- FL/HARDEE AF0476 USGS QUAD - GRIFFINS CORNER (1993) AF0476 AF0476 *CURRENT SURVEY CONTROL AF0476 ___________________________________________________________________ AF0476* NAD 83(1999)- 27 33 32.23633(N) 081 40 33.44599(W) ADJUSTED AF0476* NAVD 88 - 38.8 (meters) 127. (feet) GPS OBS AF0476 ___________________________________________________________________ AF0476 X - 819,190.625 (meters) COMP AF0476 Y - -5,598,899.023 (meters) COMP AF0476 Z - 2,933,269.606 (meters) COMP AF0476 LAPLACE CORR- -2.50 (seconds) DEFLEC99 AF0476 ELLIP HEIGHT- 13.29 (meters) (05/31/01) GPS OBS AF0476 GEOID HEIGHT- -25.44 (meters) GEOID99 AF0476 AF0476 HORZ ORDER - B AF0476 ELLP ORDER - FIFTH CLASS I AF0476 AF0476.The horizontal coordinates were established by GPS observations AF0476.and adjusted by the National Geodetic Survey in May 2001. AF0476 AF0476.The orthometric height was determined by GPS observations and a AF0476.high-resolution geoid model. AF0476 AF0476.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF0476 AF0476.The Laplace correction was computed from DEFLEC99 derived deflections. AF0476 AF0476.The ellipsoidal height was determined by GPS observations AF0476.and is referenced to NAD 83. AF0476 AF0476.The geoid height was determined by GEOID99. AF0476 AF0476; North East Units Scale Converg. AF0476;SPC FL W - 357,378.875 232,000.498 MT 0.99995381 +0 08 59.7 AF0476;UTM 17 - 3,048,529.194 433,268.657 MT 0.99965497 -0 18 45.9 AF0476 AF0476: Primary Azimuth Mark Grid Az AF0476:SPC FL W - LEMON AZ MK 087 50 32.4 AF0476:UTM 17 - LEMON AZ MK 088 18 18.0 AF0476 AF0476|---------------------------------------------------------------------| AF0476| PID Reference Object Distance Geod. Az | AF0476| dddmmss.s | AF0476| CW7683 LEMON AZ MK 0875932.1 | AF0476| AF0434 SEBRING SILVER TANK APPROX.23.8 KM 1060831.7 | AF0476| CW7684 LEMON RM 1 27.271 METERS 19252 | AF0476| CW7685 LEMON RM 2 26.835 METERS 27655 | AF0476|---------------------------------------------------------------------| AF0476 AF0476 SUPERSEDED SURVEY CONTROL AF0476 AF0476 NAD 83(1990)- 27 33 32.23507(N) 081 40 33.44557(W) AD( ) B AF0476 ELLIP H (09/13/90) 13.27 (m) GP( ) 4 1 AF0476 NAD 83(1986)- 27 33 32.23396(N) 081 40 33.46501(W) AD( ) 1 AF0476 NAD 27 - 27 33 31.10501(N) 081 40 34.17569(W) AD( ) 1 AF0476 NGVD 29 (09/13/90) 39.1 (m) 128. (f) GPS OBS AF0476 AF0476.Superseded values are not recommended for survey control. AF0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF0476.See file dsdata.txt to determine how the superseded data were derived. AF0476 AF0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3326948529(NAD 83) AF0476_MARKER: DS = TRIANGULATION STATION DISK AF0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF0476_STAMPING: LEMON 1935 AF0476_MARK LOGO: CGS AF0476_MAGNETIC: N = NO MAGNETIC MATERIAL AF0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF0476+STABILITY: SURFACE MOTION AF0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF0476+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2003 AF0476 AF0476 HISTORY - Date Condition Report By AF0476 HISTORY - 1935 MONUMENTED CGS AF0476 HISTORY - 1935 GOOD CGS AF0476 HISTORY - 1942 GOOD CGS AF0476 HISTORY - 1963 GOOD CGS AF0476 HISTORY - 1975 GOOD USAF AF0476 HISTORY - 1989 GOOD NGS AF0476 HISTORY - 19910501 GOOD KEISCH AF0476 HISTORY - 20031002 GOOD FL-105 AF0476 AF0476 STATION DESCRIPTION AF0476 AF0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB) AF0476'STATION IS 9.2 MILES APPROXIMATELY BY ROAD E OF WAUCHULA, 0.5 AF0476'MILE N OF LEMON SCHOOL, ON PROPERTY BELONGING TO MR. SMITH OF AF0476'WAUCHULA. THE STATION IS ON N SIDE OF STATE HIGHWAY 32 AND 16 AF0476'PACES FROM CENTER LINE OF HIGHWAY, 10 PACES NNE OF TELEPHONE AF0476'POLE NO.368E32, 10 PACES S OF ORCHARD FENCE. MARK PROJECTS 6 AF0476'INCHES ABOVE GROUND. AF0476' AF0476'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AF0476'STANDARD BRONZE DISKS SET IN CONCRETE. AF0476' AF0476'REFERENCE MARK NO.1 IS SSW OF STATION, IN FENCE LINE OF S SIDE AF0476'OF HIGHWAY 32, 11 PACES S OF CENTER LINE OF ROAD. THE MARK AF0476'PROJECTS 6 INCHES ABOVE GROUND. AF0476' AF0476'REFERENCE MARK NO. 2 IS WNW OF STATION, 6 PACES S OF WARD AF0476'FENCE. THE MARK PROJECTS 6 INCHES ABOVE GROUND. AF0476' AF0476'AZIMUTH MARK IS 0.2 MILE E OF STATION, 12 PACES S OF CENTER AF0476'LINE OF ROAD, 7 PACES N OF FENCE LINE. MARK PROJECTS 6 INCHES AF0476'ABOVE GROUND. AF0476' AF0476'TO REACH STATION FROM WAUCHULA TAKE STATE HIGHWAY 32, AF0476'CONTINUE ON THIS ROUTE FOR 9.2 MILES TO STATION. AF0476' AF0476'NO PROMINENT OBJECTS VISIBLE FROM THE GROUND. AF0476 AF0476 STATION RECOVERY (1935) AF0476 AF0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 AF0476'RECOVERED IN GOOD CONDITION. AF0476 AF0476 STATION RECOVERY (1942) AF0476 AF0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (SCM) AF0476'STATION AND REFERENCE MARKS NOS. 1 AND 2 RECOVERED AS DESCRIBED AF0476'AND IN GOOD CONDITION. THE AZIMUTH MARK WAS NOT SEARCHED FOR OR AF0476'RECOVERED. AF0476' AF0476'TO REACH STATION FROM WAUCHULA TAKE STATE HIGHWAY 32, CONTINUE AF0476'ON THIS ROUTE FOR 9.2 MILES TO STATION. AF0476 AF0476 STATION RECOVERY (1963) AF0476 AF0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS) AF0476'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD AF0476'CONDITION. REFERENCE MARK 1 AND THE AZIMUTH MARK WERE AF0476'DESTROYED DURING PLANTING OF A CITRUS GROVE. A SUITABLE AF0476'LOCATION FOR A NEW REFERENCE MARK COULD NOT BE FOUND. AF0476' AF0476'THE STATION IS LOCATED ABOUT 8.5 MILE EAST OF WAUCHULA ON THE AF0476'NORTH SIDE OF STATE HIGHWAY 64, ON PROPERTY OWNED BY MR. NOEL AF0476'E. LAWSON, 0.2 MILE EAST OF THE CROSSROAD IN LEMON GROVE. AF0476' AF0476'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND AF0476'STATE HIGHWAY 64A IN WAUCHULA, GO EAST ON HIGHWAY 64A FOR 6.9 AF0476'MILES TO THE JUNCTION WITH STATE HIGHWAY 64, CONTINUE EAST ON AF0476'HIGHWAY 64 FOR 1.3 MILES TO THE CROSSROAD IN LEMON GROVE, CONTINUE AF0476'EAST 0.2 MILE TO MR. LAWSONS HOUSE ON THE LEFT AND THE STATION AS AF0476'DESCRIBED. AF0476' AF0476'THE STATION MARK, A STANDARD DISK STAMPED LEMON 1935 SET IN AF0476'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 4 AF0476'INCHES, IS 51 FEET NORTH OF THE CENTER OF THE HIGHWAY ABOUT 150 AF0476'FEET SOUTHEAST OF THE HOUSE, 15.5 FEET NORTHEAST OF TELEPHONE AF0476'POLE 370-E-42 AND 2 FEET EAST OF A WITNESS SIGN. AF0476' AF0476'REFERENCE MARK 2, A STANDARD DISK STAMPED LEMON NO 2 1935 AF0476'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT PROJECTING AF0476'4 INCHES, IS 76 FEET NORTH OF THE CENTER OF THE HIGHWAY AND AF0476'41.5 FEET SOUTH OF THE SOUTHWEST CORNER OF MR. LAWSONS PORCH. AF0476 AF0476 STATION RECOVERY (1975) AF0476 AF0476'RECOVERY NOTE BY US AIR FORCE 1975 AF0476'LEMON RECOVERED IN FAIR CONDITION. STATION IS LOCATED ON AF0476'STATE HIGHWAY 64, NOT 32. AF0476 AF0476 STATION RECOVERY (1989) AF0476 AF0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 AF0476'THE STATION IS LOCATED ABOUT 17.86 KM (11.10 MI) WEST OF AVON PARK, AF0476'14.32 KM (8.90 MI) EAST OF WAUCHULA, ON THE NORTH SIDE OF STATE AF0476'HIGHWAY 64. OWNERSHIP--MRS. FLORENCE LAWSON, RFD 2 BOX 300, WAUCHULA AF0476'FL 33873, PHONE 813-773-4320. AF0476'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE AF0476'HIGHWAY 636 (MAIN STREET) IN WAUCHULA, GO EAST FOR 11.75 KM (7.30 MI) AF0476'ON HIGHWAY 636 TO THE JUNCTION OF STATE HIGHWAY 64. CONTINUE EAST FOR AF0476'2.33 KM (1.45 MI) ON HIGHWAY 64 TO COUNTY ROAD 667. CONTINUE EAST FOR AF0476'0.24 KM (0.15 MI) ON HIGHWAY 64 TO THE STATION ON LEFT. AF0476'LOCATED 34.35 M (112.7 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF MRS. AF0476'LAWSONS HOUSE, 15.54 M (51.0 FT) NORTH FROM THE APPROXIMATE CENTER OF AF0476'HIGHWAY, 13.08 M (42.9 FT) WEST FROM AN UNDERGROUND CABLE BOX NUMBER AF0476'LP11 AND 0.40 M (1.3 FT) EAST FROM A METAL WITNESS POST. AF0476'DESCRIBED BY R.L. TAYLOR. AF0476 AF0476 STATION RECOVERY (1991) AF0476 AF0476'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1991 AF0476'RECOVERED IN GOOD CONDITION. AF0476 AF0476 STATION RECOVERY (2003) AF0476 AF0476'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF0476'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF0476'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6034 *********************************************************************** AF6034 DESIGNATION - M 77 AF6034 PID - AF6034 AF6034 STATE/COUNTY- FL/HARDEE AF6034 USGS QUAD - BAIRD (1987) AF6034 AF6034 *CURRENT SURVEY CONTROL AF6034 ___________________________________________________________________ AF6034* NAD 83(1986)- 27 39 40. (N) 081 57 05. (W) SCALED AF6034* NAVD 88 - 41.888 (meters) 137.43 (feet) ADJUSTED AF6034 ___________________________________________________________________ AF6034 GEOID HEIGHT- -25.12 (meters) GEOID99 AF6034 DYNAMIC HT - 41.825 (meters) 137.22 (feet) COMP AF6034 MODELED GRAV- 979,151.2 (mgal) NAVD 88 AF6034 AF6034 VERT ORDER - SECOND CLASS 0 AF6034 AF6034.The horizontal coordinates were scaled from a topographic map and have AF6034.an estimated accuracy of +/- 6 seconds. AF6034 AF6034.The orthometric height was determined by differential leveling AF6034.and adjusted by the National Geodetic Survey in June 1991. AF6034 AF6034.The geoid height was determined by GEOID99. AF6034 AF6034.The dynamic height is computed by dividing the NAVD 88 AF6034.geopotential number by the normal gravity value computed on the AF6034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6034.degrees latitude (g = 980.6199 gals.). AF6034 AF6034.The modeled gravity was interpolated from observed gravity values. AF6034 AF6034; North East Units Estimated Accuracy AF6034;SPC FL W - 368,660. 204,800. MT (+/- 180 meters Scaled) AF6034 AF6034 SUPERSEDED SURVEY CONTROL AF6034 AF6034 NGVD 29 (??/??/92) 42.180 (m) 138.39 (f) ADJ UNCH 2 0 AF6034 AF6034.Superseded values are not recommended for survey control. AF6034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6034.See file dsdata.txt to determine how the superseded data were derived. AF6034 AF6034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML061600(NAD 83) AF6034_MARKER: DB = BENCH MARK DISK AF6034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6034_STAMPING: M 77 1934 AF6034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6034+STABILITY: SURFACE MOTION AF6034 AF6034 HISTORY - Date Condition Report By AF6034 HISTORY - 1934 MONUMENTED CGS AF6034 HISTORY - 1959 GOOD NGS AF6034 HISTORY - 20030603 MARK NOT FOUND FL-105 AF6034 AF6034 STATION DESCRIPTION AF6034 AF6034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 AF6034'5 MI N FROM FORT GREEN SPRINGS. AF6034'5.0 MILES NORTH ALONG THE SEABOARD AIR LINE RAILROAD FROM THE AF6034'STATION AT FORT GREEN SPRINGS, 41 FT. NORTHWEST OF MILEPOST 853, AF6034'33 FT. WEST OF THE WEST RAIL, 30 FT. EAST OF THE CENTER LINE OF AF6034'A GRADED DIRT ROAD, 8 FT. NORTH OF A TELEPHONE POLE, SET IN THE AF6034'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE THE GROUND. AF6034 AF6034 STATION RECOVERY (2003) AF6034 AF6034'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6034'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF6034'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6060 *********************************************************************** AF6060 DESIGNATION - MAGNETIC STATION AF6060 PID - AF6060 AF6060 STATE/COUNTY- FL/HARDEE AF6060 USGS QUAD - WAUCHULA (1993) AF6060 AF6060 *CURRENT SURVEY CONTROL AF6060 ___________________________________________________________________ AF6060* NAD 83(1986)- 27 32 55. (N) 081 48 06. (W) SCALED AF6060* NAVD 88 - 18.577 (meters) 60.95 (feet) ADJUSTED AF6060 ___________________________________________________________________ AF6060 GEOID HEIGHT- -25.16 (meters) GEOID99 AF6060 DYNAMIC HT - 18.549 (meters) 60.86 (feet) COMP AF6060 MODELED GRAV- 979,146.0 (mgal) NAVD 88 AF6060 AF6060 VERT ORDER - SECOND CLASS 0 AF6060 AF6060.The horizontal coordinates were scaled from a topographic map and have AF6060.an estimated accuracy of +/- 6 seconds. AF6060 AF6060.The orthometric height was determined by differential leveling AF6060.and adjusted by the National Geodetic Survey in June 1991. AF6060 AF6060.The geoid height was determined by GEOID99. AF6060 AF6060.The dynamic height is computed by dividing the NAVD 88 AF6060.geopotential number by the normal gravity value computed on the AF6060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6060.degrees latitude (g = 980.6199 gals.). AF6060 AF6060.The modeled gravity was interpolated from observed gravity values. AF6060 AF6060; North East Units Estimated Accuracy AF6060;SPC FL W - 356,210. 219,590. MT (+/- 180 meters Scaled) AF6060 AF6060 SUPERSEDED SURVEY CONTROL AF6060 AF6060 NGVD 29 (??/??/92) 18.881 (m) 61.95 (f) ADJ UNCH 2 0 AF6060 AF6060.Superseded values are not recommended for survey control. AF6060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6060.See file dsdata.txt to determine how the superseded data were derived. AF6060 AF6060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML208474(NAD 83) AF6060_MARKER: DB = BENCH MARK DISK AF6060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6060+STABILITY: SURFACE MOTION AF6060 AF6060 HISTORY - Date Condition Report By AF6060 HISTORY - UNK MONUMENTED CGS AF6060 HISTORY - 1959 MARK NOT FOUND NGS AF6060 HISTORY - 20031002 MARK NOT FOUND FL-105 AF6060 AF6060 STATION DESCRIPTION AF6060 AF6060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 AF6060'AT WAUCHULA. AF6060'AT WAUCHULA, HARDEE COUNTY, 0.6 MILE EAST ALONG 64 (FORMERLY 32) AF6060'FROM THE CITY HALL, 150 FEET NORTHWEST OF A SMALL CONCRETE AF6060'BRIDGE, OPPOSITE THE POINT OF INTERSECTION OF A CURVE, AND 75 AF6060'FEET WEST OF THE HIGHWAY. A STANDARD MAGNETIC-STATION DISK, SET AF6060'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE AF6060'GROUND. AF6060 AF6060 STATION RECOVERY (2003) AF6060 AF6060'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6060'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF6060'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6044 *********************************************************************** AF6044 DESIGNATION - RV 856 AF6044 PID - AF6044 AF6044 STATE/COUNTY- FL/HARDEE AF6044 USGS QUAD - FT GREEN (1987) AF6044 AF6044 *CURRENT SURVEY CONTROL AF6044 ___________________________________________________________________ AF6044* NAD 83(1986)- 27 36 28. (N) 081 56 30. (W) SCALED AF6044* NAVD 88 - 31.462 (meters) 103.22 (feet) ADJUSTED AF6044 ___________________________________________________________________ AF6044 GEOID HEIGHT- -25.05 (meters) GEOID99 AF6044 DYNAMIC HT - 31.415 (meters) 103.07 (feet) COMP AF6044 MODELED GRAV- 979,149.4 (mgal) NAVD 88 AF6044 AF6044 VERT ORDER - SECOND CLASS 0 AF6044 AF6044.The horizontal coordinates were scaled from a topographic map and have AF6044.an estimated accuracy of +/- 6 seconds. AF6044 AF6044.The orthometric height was determined by differential leveling AF6044.and adjusted by the National Geodetic Survey in June 1991. AF6044 AF6044.The geoid height was determined by GEOID99. AF6044 AF6044.The dynamic height is computed by dividing the NAVD 88 AF6044.geopotential number by the normal gravity value computed on the AF6044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6044.degrees latitude (g = 980.6199 gals.). AF6044 AF6044.The modeled gravity was interpolated from observed gravity values. AF6044 AF6044; North East Units Estimated Accuracy AF6044;SPC FL W - 362,750. 205,760. MT (+/- 180 meters Scaled) AF6044 AF6044 SUPERSEDED SURVEY CONTROL AF6044 AF6044 NGVD 29 (??/??/92) 31.749 (m) 104.16 (f) ADJ UNCH 2 0 AF6044 AF6044.Superseded values are not recommended for survey control. AF6044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6044.See file dsdata.txt to determine how the superseded data were derived. AF6044 AF6044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML070541(NAD 83) AF6044_MARKER: R = RIVET AF6044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6044+STABILITY: SURFACE MOTION AF6044 AF6044 HISTORY - Date Condition Report By AF6044 HISTORY - UNK MONUMENTED SCLRR AF6044 HISTORY - 1934 GOOD NGS AF6044 HISTORY - 20030603 MARK NOT FOUND FL-105 AF6044 AF6044 STATION DESCRIPTION AF6044 AF6044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 AF6044'1.4 MI N FROM FORT GREEN SPRINGS. AF6044'ABOUT 1.4 MILES NORTH ALONG THE SEABOARD AIR LINE RAILWAY FROM AF6044'THE STATION AT FORT GREEN SPRINGS, HARDEE COUNTY, ABOUT 0.9 MILE AF6044'NORTH OF THE CROSSING OF STATE HIGHWAY 32, ABOUT 39 RAILS NORTH AF6044'OF MILEPOST 857, ABOUT 5 1/2 RAILS NORTH OF THE NORTH END OF AF6044'BRIDGE 856.8, AT THE WATER TANK, 27 FEET NORTHWEST OF THE CONCRETE AF6044'FOUNDATION OF THE STEEL LADDER LEADING TO THE TOP OF THE TANK, AF6044'4 FEET WEST OF THE WEST RAIL, AND ABOUT LEVEL WITH THE TRACK. AF6044'A STANDARD MONEL-METAL RIVET SET IN THE TOP OF A CONCRETE POST AF6044'PROJECTING ABOUT 18 INCHES ABOVE GROUND. AF6044 AF6044 STATION RECOVERY (2003) AF6044 AF6044'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6044'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF6044'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6063 *********************************************************************** AF6063 DESIGNATION - T 65 AF6063 PID - AF6063 AF6063 STATE/COUNTY- FL/HARDEE AF6063 USGS QUAD - GRIFFINS CORNER (1993) AF6063 AF6063 *CURRENT SURVEY CONTROL AF6063 ___________________________________________________________________ AF6063* NAD 83(1986)- 27 32 22. (N) 081 43 50. (W) SCALED AF6063* NAVD 88 - 32.024 (meters) 105.07 (feet) ADJUSTED AF6063 ___________________________________________________________________ AF6063 GEOID HEIGHT- -25.29 (meters) GEOID99 AF6063 DYNAMIC HT - 31.976 (meters) 104.91 (feet) COMP AF6063 MODELED GRAV- 979,143.4 (mgal) NAVD 88 AF6063 AF6063 VERT ORDER - SECOND CLASS 0 AF6063 AF6063.The horizontal coordinates were scaled from a topographic map and have AF6063.an estimated accuracy of +/- 6 seconds. AF6063 AF6063.The orthometric height was determined by differential leveling AF6063.and adjusted by the National Geodetic Survey in June 1991. AF6063 AF6063.The geoid height was determined by GEOID99. AF6063 AF6063.The dynamic height is computed by dividing the NAVD 88 AF6063.geopotential number by the normal gravity value computed on the AF6063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6063.degrees latitude (g = 980.6199 gals.). AF6063 AF6063.The modeled gravity was interpolated from observed gravity values. AF6063 AF6063; North East Units Estimated Accuracy AF6063;SPC FL W - 355,200. 226,610. MT (+/- 180 meters Scaled) AF6063 AF6063 SUPERSEDED SURVEY CONTROL AF6063 AF6063 NGVD 29 (??/??/92) 32.326 (m) 106.06 (f) ADJ UNCH 2 0 AF6063 AF6063.Superseded values are not recommended for survey control. AF6063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6063.See file dsdata.txt to determine how the superseded data were derived. AF6063 AF6063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML278463(NAD 83) AF6063_MARKER: DB = BENCH MARK DISK AF6063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6063_STAMPING: T-65-1934 AF6063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6063+STABILITY: SURFACE MOTION AF6063 AF6063 HISTORY - Date Condition Report By AF6063 HISTORY - 1934 MONUMENTED CGS AF6063 HISTORY - 20031002 MARK NOT FOUND FL-105 AF6063 AF6063 STATION DESCRIPTION AF6063 AF6063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 AF6063'5.1 MI E FROM WAUCHULA. AF6063'5.1 MILES EAST OF WAUCHULA CITY HALL 115.5 FT. EAST OF GAS AF6063'PUMP FOUNDATION OF GULF SERVIE STATION IN V FORMED BY AN OIL AF6063'ROAD JOINING STATE RD. NO. 32, 55 FT. SOUTHEAST OF ROAD AF6063'TO DEER FARM GROVE, 43 FT. SOUTH OF CENTERLINE OF STATE RD. AF6063'NO. 32 29.9 FT. SOUTHEAST OF CONCRETE CULVERT. STANDARD TABLET AF6063'SET IN TOP OF CONCRETE POST 3 IN HIGH. AF6063 AF6063 STATION RECOVERY (2003) AF6063 AF6063'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6063'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF6063'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6061 *********************************************************************** AF6061 DESIGNATION - V 65 AF6061 PID - AF6061 AF6061 STATE/COUNTY- FL/HARDEE AF6061 USGS QUAD - WAUCHULA (1993) AF6061 AF6061 *CURRENT SURVEY CONTROL AF6061 ___________________________________________________________________ AF6061* NAD 83(1986)- 27 32 35. (N) 081 47 59. (W) SCALED AF6061* NAVD 88 - 17.020 (meters) 55.84 (feet) ADJUSTED AF6061 ___________________________________________________________________ AF6061 GEOID HEIGHT- -25.16 (meters) GEOID99 AF6061 DYNAMIC HT - 16.995 (meters) 55.76 (feet) COMP AF6061 MODELED GRAV- 979,145.6 (mgal) NAVD 88 AF6061 AF6061 VERT ORDER - SECOND CLASS 0 AF6061 AF6061.The horizontal coordinates were scaled from a topographic map and have AF6061.an estimated accuracy of +/- 6 seconds. AF6061 AF6061.The orthometric height was determined by differential leveling AF6061.and adjusted by the National Geodetic Survey in June 1991. AF6061 AF6061.The geoid height was determined by GEOID99. AF6061 AF6061.The dynamic height is computed by dividing the NAVD 88 AF6061.geopotential number by the normal gravity value computed on the AF6061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6061.degrees latitude (g = 980.6199 gals.). AF6061 AF6061.The modeled gravity was interpolated from observed gravity values. AF6061 AF6061; North East Units Estimated Accuracy AF6061;SPC FL W - 355,590. 219,780. MT (+/- 180 meters Scaled) AF6061 AF6061 SUPERSEDED SURVEY CONTROL AF6061 AF6061 NGVD 29 (??/??/92) 17.325 (m) 56.84 (f) ADJ UNCH 2 0 AF6061 AF6061.Superseded values are not recommended for survey control. AF6061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6061.See file dsdata.txt to determine how the superseded data were derived. AF6061 AF6061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML210468(NAD 83) AF6061_MARKER: DB = BENCH MARK DISK AF6061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6061_STAMPING: V 65 1934 AF6061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6061+STABILITY: SURFACE MOTION AF6061 AF6061 HISTORY - Date Condition Report By AF6061 HISTORY - 1934 MONUMENTED CGS AF6061 HISTORY - 1959 MARK NOT FOUND NGS AF6061 HISTORY - 20031002 MARK NOT FOUND FL-105 AF6061 AF6061 STATION DESCRIPTION AF6061 AF6061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 AF6061'AT WAUCHULA. AF6061'AT WAUCHULA, HARDEE COUNTY, ALONG STATE HIGHWAY 64 (FORMERLY 32) AF6061'FROM THE CITY HALL, 0.3 MILE WEST OF A BRIDGE OVER PEACE RIVER, AF6061'AT A CURVE, 59 FEET SOUTHEAST OF A PUMP AT THE BAKER SERVICE AF6061'STATION, AND 323 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY. AF6061'A STANDARD DISK, STAMPED V 65 1934 AND SET IN THE TOP OF A AF6061'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND. AF6061 AF6061 STATION RECOVERY (2003) AF6061 AF6061'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6061'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF6061'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6055 *********************************************************************** AF6055 DESIGNATION - W 27 FLGS AF6055 PID - AF6055 AF6055 STATE/COUNTY- FL/HARDEE AF6055 USGS QUAD - WAUCHULA (1993) AF6055 AF6055 *CURRENT SURVEY CONTROL AF6055 ___________________________________________________________________ AF6055* NAD 83(1986)- 27 35 44. (N) 081 49 54. (W) SCALED AF6055* NAVD 88 - 36.921 (meters) 121.13 (feet) ADJUSTED AF6055 ___________________________________________________________________ AF6055 GEOID HEIGHT- -25.20 (meters) GEOID99 AF6055 DYNAMIC HT - 36.865 (meters) 120.95 (feet) COMP AF6055 MODELED GRAV- 979,148.7 (mgal) NAVD 88 AF6055 AF6055 VERT ORDER - SECOND CLASS 0 AF6055 AF6055.The horizontal coordinates were scaled from a topographic map and have AF6055.an estimated accuracy of +/- 6 seconds. AF6055 AF6055.The orthometric height was determined by differential leveling AF6055.and adjusted by the National Geodetic Survey in June 1991. AF6055 AF6055.The geoid height was determined by GEOID99. AF6055 AF6055.The dynamic height is computed by dividing the NAVD 88 AF6055.geopotential number by the normal gravity value computed on the AF6055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6055.degrees latitude (g = 980.6199 gals.). AF6055 AF6055.The modeled gravity was interpolated from observed gravity values. AF6055 AF6055; North East Units Estimated Accuracy AF6055;SPC FL W - 361,400. 216,620. MT (+/- 180 meters Scaled) AF6055 AF6055 SUPERSEDED SURVEY CONTROL AF6055 AF6055 NGVD 29 (??/??/92) 37.213 (m) 122.09 (f) ADJ UNCH 2 0 AF6055 AF6055.Superseded values are not recommended for survey control. AF6055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6055.See file dsdata.txt to determine how the superseded data were derived. AF6055 AF6055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML179526(NAD 83) AF6055_MARKER: DD = SURVEY DISK AF6055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6055_STAMPING: W 27 AF6055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6055+STABILITY: SURFACE MOTION AF6055 AF6055 HISTORY - Date Condition Report By AF6055 HISTORY - UNK MONUMENTED FLGS AF6055 HISTORY - 1939 GOOD NGS AF6055 HISTORY - 20031002 MARK NOT FOUND FL-105 AF6055 AF6055 STATION DESCRIPTION AF6055 AF6055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939 AF6055'4.4 MI NW FROM WAUCHULA. AF6055'4.4 MILES NORTHWEST ALONG STATE HIGHWAY 64 (FORMERLY 32) FROM AF6055'THE CITY HALL AT WAUCHULA, 0.6 MILE WEST OF THE INTERSECTION AF6055'OF U.S. HIGHWAY 17, 21 FEET NORTH OF THE HIGHWAY, AND 9 FEET AF6055'SOUTH OF A FENCE. A STATE SURVEY STANDARD DISK, STAMPED W 27 AF6055'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. AF6055 AF6055 STATION RECOVERY (2003) AF6055 AF6055'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6055'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF6055'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6488 *********************************************************************** AF6488 DESIGNATION - W 28 FLGS AF6488 PID - AF6488 AF6488 STATE/COUNTY- FL/HARDEE AF6488 USGS QUAD - WAUCHULA (1993) AF6488 AF6488 *CURRENT SURVEY CONTROL AF6488 ___________________________________________________________________ AF6488* NAD 83(1986)- 27 35 43. (N) 081 51 11. (W) SCALED AF6488* NAVD 88 - 38.300 (meters) 125.66 (feet) ADJUSTED AF6488 ___________________________________________________________________ AF6488 GEOID HEIGHT- -25.16 (meters) GEOID99 AF6488 DYNAMIC HT - 38.243 (meters) 125.47 (feet) COMP AF6488 MODELED GRAV- 979,148.8 (mgal) NAVD 88 AF6488 AF6488 VERT ORDER - SECOND CLASS 0 AF6488 AF6488.The horizontal coordinates were scaled from a topographic map and have AF6488.an estimated accuracy of +/- 6 seconds. AF6488 AF6488.The orthometric height was determined by differential leveling AF6488.and adjusted by the National Geodetic Survey in June 1991. AF6488 AF6488.The geoid height was determined by GEOID99. AF6488 AF6488.The dynamic height is computed by dividing the NAVD 88 AF6488.geopotential number by the normal gravity value computed on the AF6488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6488.degrees latitude (g = 980.6199 gals.). AF6488 AF6488.The modeled gravity was interpolated from observed gravity values. AF6488 AF6488; North East Units Estimated Accuracy AF6488;SPC FL W - 361,370. 214,510. MT (+/- 180 meters Scaled) AF6488 AF6488 SUPERSEDED SURVEY CONTROL AF6488 AF6488 NGVD 29 (??/??/92) 38.591 (m) 126.61 (f) ADJ UNCH 2 0 AF6488 AF6488.Superseded values are not recommended for survey control. AF6488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6488.See file dsdata.txt to determine how the superseded data were derived. AF6488 AF6488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML158526(NAD 83) AF6488_MARKER: DB = BENCH MARK DISK AF6488_SETTING: 0 = UNSPECIFIED SETTING AF6488_STAMPING: W 28 AF6488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AF6488 AF6488 HISTORY - Date Condition Report By AF6488 HISTORY - UNK MONUMENTED FLGS AF6488 HISTORY - 1959 GOOD NGS AF6488 HISTORY - 20031002 MARK NOT FOUND FL-105 AF6488 AF6488 STATION DESCRIPTION AF6488 AF6488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 AF6488'5.4 MI NW FROM WAUCHULA. AF6488'5.4 MILES NORTHWEST ALONG STATE HIGHWAY 64 (FORMERLY 32) FROM AF6488'THE COUNTY COURTHOUSE AT WAUCHULA, 2.4 MILES WEST OF THE INTERSECTION AF6488'OF U.S. HIGHWAY 17, 0.3 MILE WEST OF A CATTLE GATE, 25 FEET AF6488'NORTH OF THE CENTERLINE OF THE HIGHWAY, ON THE SHOULDER, AND AF6488'12 FEET SOUTH OF THE RIGHT-OF-WAY FENCE. NOTE-- THE LOCATION AF6488'DESCRIBED IS NOW ALONG THE EDGE OF AN ORANGE GROVE. AF6488 AF6488 STATION RECOVERY (2003) AF6488 AF6488'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6488'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF6488'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6048 *********************************************************************** AF6048 DESIGNATION - W 32 AF6048 PID - AF6048 AF6048 STATE/COUNTY- FL/HARDEE AF6048 USGS QUAD - FT GREEN (1987) AF6048 AF6048 *CURRENT SURVEY CONTROL AF6048 ___________________________________________________________________ AF6048* NAD 83(1986)- 27 35 40. (N) 081 55 57. (W) SCALED AF6048* NAVD 88 - 34.123 (meters) 111.95 (feet) ADJUSTED AF6048 ___________________________________________________________________ AF6048 GEOID HEIGHT- -25.04 (meters) GEOID99 AF6048 DYNAMIC HT - 34.072 (meters) 111.78 (feet) COMP AF6048 MODELED GRAV- 979,149.1 (mgal) NAVD 88 AF6048 AF6048 VERT ORDER - SECOND CLASS 0 AF6048 AF6048.The horizontal coordinates were scaled from a topographic map and have AF6048.an estimated accuracy of +/- 6 seconds. AF6048 AF6048.The orthometric height was determined by differential leveling AF6048.and adjusted by the National Geodetic Survey in June 1991. AF6048 AF6048.The geoid height was determined by GEOID99. AF6048 AF6048.The dynamic height is computed by dividing the NAVD 88 AF6048.geopotential number by the normal gravity value computed on the AF6048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6048.degrees latitude (g = 980.6199 gals.). AF6048 AF6048.The modeled gravity was interpolated from observed gravity values. AF6048 AF6048; North East Units Estimated Accuracy AF6048;SPC FL W - 361,270. 206,660. MT (+/- 180 meters Scaled) AF6048 AF6048 SUPERSEDED SURVEY CONTROL AF6048 AF6048 NGVD 29 (??/??/92) 34.414 (m) 112.91 (f) ADJ UNCH 2 0 AF6048 AF6048.Superseded values are not recommended for survey control. AF6048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6048.See file dsdata.txt to determine how the superseded data were derived. AF6048 AF6048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML079526(NAD 83) AF6048_MARKER: DB = BENCH MARK DISK AF6048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6048_STAMPING: W 32 AF6048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6048+STABILITY: SURFACE MOTION AF6048 AF6048 HISTORY - Date Condition Report By AF6048 HISTORY - UNK MONUMENTED FLGS AF6048 HISTORY - 1954 GOOD NGS AF6048 HISTORY - 19970430 MARK NOT FOUND USPSQD AF6048 HISTORY - 20031002 MARK NOT FOUND FL-105 AF6048 AF6048 STATION DESCRIPTION AF6048 AF6048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954 AF6048'0.4 MI E FROM FORT GREEN SPRINGS. AF6048'0.4 MILE EAST ALONG STATE HIGHWAY 62 (FORMERLY 32) FROM THE AF6048'CROSSING OF THE SEABOARD AIR LINE RAILROAD AT FORT GREEEN SPRINGS, AF6048'AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 26 FEET WEST OF THE AF6048'CENTERLINE OF THE DIRT ROAD, 15.8 FEET SOUTH OF THE CENTERLINE AF6048'OF THE HIGHWAY, ON THE SHOULDER AT THE EDGE OF THE HIGHWAY, AF6048'AND LEVEL WITH THE HIGHWAY. A STATE SURVEY STANDARD DISK, STAMPED AF6048'W 32 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH AF6048'ABOVE GROUND. AF6048 AF6048 STATION RECOVERY (1997) AF6048 AF6048'RECOVERY NOTE BY US POWER SQUADRON 1997 AF6048'MARK NOT FOUND. AF6048 AF6048 STATION RECOVERY (2003) AF6048 AF6048'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6048'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF6048'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6046 *********************************************************************** AF6046 DESIGNATION - W 33 FLGS AF6046 PID - AF6046 AF6046 STATE/COUNTY- FL/HARDEE AF6046 USGS QUAD - FT GREEN (1987) AF6046 AF6046 *CURRENT SURVEY CONTROL AF6046 ___________________________________________________________________ AF6046* NAD 83(1986)- 27 35 40. (N) 081 56 20. (W) SCALED AF6046* NAVD 88 - 33.248 (meters) 109.08 (feet) ADJUSTED AF6046 ___________________________________________________________________ AF6046 GEOID HEIGHT- -25.03 (meters) GEOID99 AF6046 DYNAMIC HT - 33.198 (meters) 108.92 (feet) COMP AF6046 MODELED GRAV- 979,149.0 (mgal) NAVD 88 AF6046 AF6046 VERT ORDER - SECOND CLASS 0 AF6046 AF6046.The horizontal coordinates were scaled from a topographic map and have AF6046.an estimated accuracy of +/- 6 seconds. AF6046 AF6046.The orthometric height was determined by differential leveling AF6046.and adjusted by the National Geodetic Survey in June 1991. AF6046.WARNING-Repeat measurements at this control monument indicate possible AF6046.vertical movement. AF6046 AF6046.The geoid height was determined by GEOID99. AF6046 AF6046.The dynamic height is computed by dividing the NAVD 88 AF6046.geopotential number by the normal gravity value computed on the AF6046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6046.degrees latitude (g = 980.6199 gals.). AF6046 AF6046.The modeled gravity was interpolated from observed gravity values. AF6046 AF6046; North East Units Estimated Accuracy AF6046;SPC FL W - 361,270. 206,030. MT (+/- 180 meters Scaled) AF6046 AF6046 SUPERSEDED SURVEY CONTROL AF6046 AF6046 NGVD 29 (??/??/92) 33.534 (m) 110.02 (f) ADJ UNCH 2 0 AF6046 AF6046.Superseded values are not recommended for survey control. AF6046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6046.See file dsdata.txt to determine how the superseded data were derived. AF6046 AF6046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML073526(NAD 83) AF6046_MARKER: DB = BENCH MARK DISK AF6046_SETTING: 0 = UNSPECIFIED SETTING AF6046_STAMPING: W 33 AF6046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AF6046 AF6046 HISTORY - Date Condition Report By AF6046 HISTORY - UNK MONUMENTED FLGS AF6046 HISTORY - 1960 GOOD NGS AF6046 HISTORY - 20020603 MARK NOT FOUND USPSQD AF6046 HISTORY - 20031002 MARK NOT FOUND FL-105 AF6046 AF6046 STATION DESCRIPTION AF6046 AF6046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 AF6046'AT FORT GREEN SPRINGS. AF6046'AT FORT GREEN SPRINGS, HARDEE COUNTY, ON THE SEABOARD AIR LINE AF6046'RAILROAD, AT THE CROSSING OF STATE HIGHWAY 62 (FORMERLY 32) AF6046'19.7 FEET EAST OF THE EAST RAIL, 13.6 FEET SOUTH OF THE CENTERLINE AF6046'OF THE HIGHWAY, 2.4 FEET EAST OF THE CROSSING SIGN, ON THE AF6046'SHOULDER OF THE HIGHWAY, LEVEL WITH THE HIGHWAY, AND 1 INCH AF6046'UNDERGROUND. AF6046 AF6046 STATION RECOVERY (2002) AF6046 AF6046'RECOVERY NOTE BY US POWER SQUADRON 2002 AF6046'ROAD WIDENED AND ELEVATED AF6046 AF6046 STATION RECOVERY (2003) AF6046 AF6046'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6046'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF6046'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6059 *********************************************************************** AF6059 DESIGNATION - X 65 AF6059 PID - AF6059 AF6059 STATE/COUNTY- FL/HARDEE AF6059 USGS QUAD - WAUCHULA (1993) AF6059 AF6059 *CURRENT SURVEY CONTROL AF6059 ___________________________________________________________________ AF6059* NAD 83(1986)- 27 32 48. (N) 081 48 56. (W) SCALED AF6059* NAVD 88 - 35.353 (meters) 115.99 (feet) ADJUSTED AF6059 ___________________________________________________________________ AF6059 GEOID HEIGHT- -25.14 (meters) GEOID99 AF6059 DYNAMIC HT - 35.300 (meters) 115.81 (feet) COMP AF6059 MODELED GRAV- 979,146.0 (mgal) NAVD 88 AF6059 AF6059 VERT ORDER - SECOND CLASS 0 AF6059 AF6059.The horizontal coordinates were scaled from a topographic map and have AF6059.an estimated accuracy of +/- 6 seconds. AF6059 AF6059.The orthometric height was determined by differential leveling AF6059.and adjusted by the National Geodetic Survey in June 1991. AF6059 AF6059.The geoid height was determined by GEOID99. AF6059 AF6059.The dynamic height is computed by dividing the NAVD 88 AF6059.geopotential number by the normal gravity value computed on the AF6059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6059.degrees latitude (g = 980.6199 gals.). AF6059 AF6059.The modeled gravity was interpolated from observed gravity values. AF6059 AF6059; North East Units Estimated Accuracy AF6059;SPC FL W - 355,990. 218,220. MT (+/- 180 meters Scaled) AF6059 AF6059 SUPERSEDED SURVEY CONTROL AF6059 AF6059 NGVD 29 (??/??/92) 35.653 (m) 116.97 (f) ADJ UNCH 2 0 AF6059 AF6059.Superseded values are not recommended for survey control. AF6059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6059.See file dsdata.txt to determine how the superseded data were derived. AF6059 AF6059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML194472(NAD 83) AF6059_MARKER: DB = BENCH MARK DISK AF6059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6059_STAMPING: X 65 1934 AF6059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6059+STABILITY: SURFACE MOTION AF6059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF6059+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2003 AF6059 AF6059 HISTORY - Date Condition Report By AF6059 HISTORY - 1934 MONUMENTED CGS AF6059 HISTORY - 1959 GOOD NGS AF6059 HISTORY - 1973 GOOD NGS AF6059 HISTORY - 20031002 GOOD FL-105 AF6059 AF6059 STATION DESCRIPTION AF6059 AF6059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 AF6059'AT WAUCHULA. AF6059'AT WAUCHULA IN THE NORTHWEST CORNER OF THE COURTHOUSE LAWN, AF6059'87 YARDS NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE AF6059'COURTHOUSE, 31 FEET SOUTH OF THE CURBLINE OF WEST MAIN STREET, AF6059'12.5 FEET SOUTH OF THE SOUTH CURB OF WEST MAIN STREET, 41 FEET AF6059'EAST OF THE CENTERLINE OF SOUTH 10TH AVENUE, 23 FEET EAST OF THE AF6059'EAST CURB OF SOUTH 10TH AVENUE, 017 FOOT SOUTH OF THE SOUTH AF6059'EDGE OF AN EAST AND WEST SIDEWALK, SET IN THE TOP OF A CONCRETE AF6059'POST WHICH IS FLUSH WITH THE GROUND. AF6059 AF6059 STATION RECOVERY (1973) AF6059 AF6059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AF6059'RECOVERED IN GOOD CONDITION. AF6059 AF6059 STATION RECOVERY (2003) AF6059 AF6059'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6059'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF6059'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6057 *********************************************************************** AF6057 DESIGNATION - Y 65 AF6057 PID - AF6057 AF6057 STATE/COUNTY- FL/HARDEE AF6057 USGS QUAD - WAUCHULA (1993) AF6057 AF6057 *CURRENT SURVEY CONTROL AF6057 ___________________________________________________________________ AF6057* NAD 83(1986)- 27 34 25. (N) 081 48 59. (W) SCALED AF6057* NAVD 88 - 35.764 (meters) 117.34 (feet) ADJUSTED AF6057 ___________________________________________________________________ AF6057 GEOID HEIGHT- -25.18 (meters) GEOID99 AF6057 DYNAMIC HT - 35.710 (meters) 117.16 (feet) COMP AF6057 MODELED GRAV- 979,147.5 (mgal) NAVD 88 AF6057 AF6057 VERT ORDER - SECOND CLASS 0 AF6057 AF6057.The horizontal coordinates were scaled from a topographic map and have AF6057.an estimated accuracy of +/- 6 seconds. AF6057 AF6057.The orthometric height was determined by differential leveling AF6057.and adjusted by the National Geodetic Survey in June 1991. AF6057 AF6057.The geoid height was determined by GEOID99. AF6057 AF6057.The dynamic height is computed by dividing the NAVD 88 AF6057.geopotential number by the normal gravity value computed on the AF6057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6057.degrees latitude (g = 980.6199 gals.). AF6057 AF6057.The modeled gravity was interpolated from observed gravity values. AF6057 AF6057; North East Units Estimated Accuracy AF6057;SPC FL W - 358,970. 218,130. MT (+/- 180 meters Scaled) AF6057 AF6057 SUPERSEDED SURVEY CONTROL AF6057 AF6057 NGVD 29 (??/??/92) 36.062 (m) 118.31 (f) ADJ UNCH 2 0 AF6057 AF6057.Superseded values are not recommended for survey control. AF6057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6057.See file dsdata.txt to determine how the superseded data were derived. AF6057 AF6057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML194502(NAD 83) AF6057_MARKER: DB = BENCH MARK DISK AF6057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6057_STAMPING: Y 65 1934 AF6057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6057+STABILITY: SURFACE MOTION AF6057 AF6057 HISTORY - Date Condition Report By AF6057 HISTORY - 1934 MONUMENTED CGS AF6057 HISTORY - 1959 MARK NOT FOUND NGS AF6057 HISTORY - 20031002 MARK NOT FOUND FL-105 AF6057 AF6057 STATION DESCRIPTION AF6057 AF6057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 AF6057'2.3 MI NW FROM WAUCHULA. AF6057'2.3 MILES NORTHWEST ALONG STATE HIGHWAY 64 (FORMERLY 32) FROM AF6057'THE CITY HALL AT WAUCHULA, 63 FEET SOUTH OF THE SOUTHEAST CORNER AF6057'OF THE GUNTER SERVICE STATION, 21 FEET SOUTH OF AN OILED SIDE AF6057'ROAD, 26 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET AF6057'WEST OF A POLE. NOTE-- THERE IS NO SERVICE STATION AT THE AF6057'DESCRIBED LOCATION NOW. AF6057 AF6057 STATION RECOVERY (2003) AF6057 AF6057'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6057'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF6057'DEPARTMENT.