1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE0004 *********************************************************************** BE0004 DESIGNATION - F 85 BE0004 PID - BE0004 BE0004 STATE/COUNTY- FL/HOLMES BE0004 USGS QUAD - HOBBS CROSSROADS (1993) BE0004 BE0004 *CURRENT SURVEY CONTROL BE0004 ___________________________________________________________________ BE0004* NAD 83(1986)- 30 56 20. (N) 085 58 11. (W) SCALED BE0004* NAVD 88 - 40.089 (meters) 131.53 (feet) ADJUSTED BE0004 ___________________________________________________________________ BE0004 GEOID HEIGHT- -27.30 (meters) GEOID99 BE0004 DYNAMIC HT - 40.038 (meters) 131.36 (feet) COMP BE0004 MODELED GRAV- 979,382.6 (mgal) NAVD 88 BE0004 BE0004 VERT ORDER - SECOND CLASS 0 BE0004 BE0004.The horizontal coordinates were scaled from a topographic map and have BE0004.an estimated accuracy of +/- 6 seconds. BE0004 BE0004.The orthometric height was determined by differential leveling BE0004.and adjusted by the National Geodetic Survey in June 1991. BE0004 BE0004.The geoid height was determined by GEOID99. BE0004 BE0004.The dynamic height is computed by dividing the NAVD 88 BE0004.geopotential number by the normal gravity value computed on the BE0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0004.degrees latitude (g = 980.6199 gals.). BE0004 BE0004.The modeled gravity was interpolated from observed gravity values. BE0004 BE0004; North East Units Estimated Accuracy BE0004;SPC FL N - 215,840. 459,540. MT (+/- 180 meters Scaled) BE0004 BE0004 SUPERSEDED SURVEY CONTROL BE0004 BE0004 NGVD 29 - 40.164 (m) 131.77 (f) ADJ UNCH 2 0 BE0004 BE0004.Superseded values are not recommended for survey control. BE0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0004.See file dsdata.txt to determine how the superseded data were derived. BE0004 BE0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV984232(NAD 83) BE0004_MARKER: DB = BENCH MARK DISK BE0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0004_STAMPING: F 85 1935 BE0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0004+STABILITY: SURFACE MOTION BE0004 BE0004 HISTORY - Date Condition Report By BE0004 HISTORY - 1935 MONUMENTED CGS BE0004 HISTORY - 1955 GOOD NGS BE0004 HISTORY - 1955 POOR NGS BE0004 HISTORY - 20010331 GOOD NGS BE0004 BE0004 STATION DESCRIPTION BE0004 BE0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 BE0004'15.6 MI N FROM PONCE DE LEON. BE0004'ABOUT 15.6 MILES NORTH ALONG STATE HIGHWAY 81 FROM THE JUNCTION BE0004'OF U.S. HIGHWAY 90 AT PONCE DE LEON, 0.5 MILE NORTH OF THE JUNCTION BE0004'OF STATE HIGHWAY 2 LEADING EAST, 0.5 MILE SOUTHEAST OF THE JUNCTION BE0004'OF A GRADED ROAD LEADING NORTH AND NORTHEAST, 0.15 MILE NORTHWEST BE0004'OF THE CROSSING OF A POWER TRANSMISSION LINE, 36 FEET NORTHEAST BE0004'OF THE CENTER LINE OF THE HIGHWAY, 224 1/2 FEET NORTHWEST OF THE BE0004'NORTHWEST END OF THE NORTHEAST HEAD WALL OF A 4-BY-2-FOOT CONCRETE BE0004'BOX CULVERT UNDER THE HIGHWAY, 97 FEET SOUTHEAST OF POWER POLE BE0004'NO. 6A, 1/2-FOOT NORTHEAST OF A FENCE LINE, 1-FOOT BELOW THE BE0004'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST BE0004'PROJECTING 2 INCHES. NOTE-- MARK WAS FOUND LEADING AT AN ANGLE. BE0004'IT HAS EVIDENTLY BEEN STRUCK BY A ROAD GRADER. BE0004 BE0004 STATION RECOVERY (1955) BE0004 BE0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955 BE0004'MARK RECOVERED IN POOR CONDITION. BE0004 BE0004 STATION RECOVERY (2001) BE0004 BE0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0004'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE0005 *********************************************************************** BE0005 DESIGNATION - G 85 BE0005 PID - BE0005 BE0005 STATE/COUNTY- FL/HOLMES BE0005 USGS QUAD - HOBBS CROSSROADS (1993) BE0005 BE0005 *CURRENT SURVEY CONTROL BE0005 ___________________________________________________________________ BE0005* NAD 83(1986)- 30 54 58. (N) 085 57 35. (W) SCALED BE0005* NAVD 88 - 40.771 (meters) 133.76 (feet) ADJUSTED BE0005 ___________________________________________________________________ BE0005 GEOID HEIGHT- -27.34 (meters) GEOID99 BE0005 DYNAMIC HT - 40.720 (meters) 133.60 (feet) COMP BE0005 MODELED GRAV- 979,379.5 (mgal) NAVD 88 BE0005 BE0005 VERT ORDER - SECOND CLASS 0 BE0005 BE0005.The horizontal coordinates were scaled from a topographic map and have BE0005.an estimated accuracy of +/- 6 seconds. BE0005 BE0005.The orthometric height was determined by differential leveling BE0005.and adjusted by the National Geodetic Survey in June 1991. BE0005 BE0005.The geoid height was determined by GEOID99. BE0005 BE0005.The dynamic height is computed by dividing the NAVD 88 BE0005.geopotential number by the normal gravity value computed on the BE0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0005.degrees latitude (g = 980.6199 gals.). BE0005 BE0005.The modeled gravity was interpolated from observed gravity values. BE0005 BE0005; North East Units Estimated Accuracy BE0005;SPC FL N - 213,300. 460,470. MT (+/- 180 meters Scaled) BE0005 BE0005 SUPERSEDED SURVEY CONTROL BE0005 BE0005 NGVD 29 - 40.847 (m) 134.01 (f) ADJ UNCH 2 0 BE0005 BE0005.Superseded values are not recommended for survey control. BE0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0005.See file dsdata.txt to determine how the superseded data were derived. BE0005 BE0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV994207(NAD 83) BE0005_MARKER: DB = BENCH MARK DISK BE0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0005_STAMPING: G 85 1935 BE0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0005+STABILITY: SURFACE MOTION BE0005 BE0005 HISTORY - Date Condition Report By BE0005 HISTORY - 1935 MONUMENTED CGS BE0005 HISTORY - 1955 GOOD NGS BE0005 HISTORY - 20010331 GOOD NGS BE0005 BE0005 STATION DESCRIPTION BE0005 BE0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 BE0005'13.9 MI N FROM PONCE DE LEON. BE0005'ABOUT 13.9 MILES NORTH ALONG STATE HIGHWAY 81 FROM THE JUNCTION BE0005'OF U.S. HIGHWAY 90 AT PONCE DE LEON, AT AN EAST-WEST ROAD CROSSING, BE0005'1.2 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY 2 LEADING EAST, BE0005'52 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 116 FEET NORTH BE0005'OF THE CENTER LINE OF THE DIRT ROAD LEADING EAST, 85.1 FEET BE0005'NORTHEAST OF THE NORTH END OF THE EAST HEAD WALL OF A 2-BY-2-FOOT BE0005'CONCRETE BOX CULVERT UNDER THE HIGHWAY, 70 1/2 FEET NORTH OF POWER BE0005'POLE NO. EE 1 G 23 WITH A TRANSFORMER, 10 FEET NORTH-NORTHWEST OF BE0005'A FENCE CORNER, 2 FEET WEST OF A FENCE LINE, 1 FOOT BELOW THE BE0005'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH BE0005'WITH THE GROUND. BE0005 BE0005 STATION RECOVERY (2001) BE0005 BE0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0005'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2041 *********************************************************************** BE2041 DESIGNATION - I10 75 A33 BE2041 PID - BE2041 BE2041 STATE/COUNTY- FL/HOLMES BE2041 USGS QUAD - PONCE DE LEON (1994) BE2041 BE2041 *CURRENT SURVEY CONTROL BE2041 ___________________________________________________________________ BE2041* NAD 83(1990)- 30 42 13.59783(N) 085 57 27.68796(W) ADJUSTED BE2041* NAVD 88 - 46.331 (meters) 152.00 (feet) ADJUSTED BE2041 ___________________________________________________________________ BE2041 LAPLACE CORR- -1.11 (seconds) DEFLEC99 BE2041 GEOID HEIGHT- -27.54 (meters) GEOID99 BE2041 DYNAMIC HT - 46.272 (meters) 151.81 (feet) COMP BE2041 MODELED GRAV- 979,350.5 (mgal) NAVD 88 BE2041 BE2041 HORZ ORDER - SECOND BE2041 VERT ORDER - SECOND CLASS II BE2041 BE2041.The horizontal coordinates were established by classical geodetic methods BE2041.and adjusted by the National Geodetic Survey in May 1991. BE2041 BE2041.The orthometric height was determined by differential leveling BE2041.and adjusted by the National Geodetic Survey in June 1991. BE2041 BE2041.The Laplace correction was computed from DEFLEC99 derived deflections. BE2041 BE2041.The geoid height was determined by GEOID99. BE2041 BE2041.The dynamic height is computed by dividing the NAVD 88 BE2041.geopotential number by the normal gravity value computed on the BE2041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2041.degrees latitude (g = 980.6199 gals.). BE2041 BE2041.The modeled gravity was interpolated from observed gravity values. BE2041 BE2041; North East Units Scale Converg. BE2041;SPC FL N - 189,756.349 460,360.711 MT 0.99999214 -0 43 57.1 BE2041;UTM 16 - 3,397,237.360 599,814.036 MT 0.99972290 +0 31 56.1 BE2041 BE2041: Primary Azimuth Mark Grid Az BE2041:SPC FL N - I10 75 A32 251 44 57.7 BE2041:UTM 16 - I10 75 A32 250 29 04.5 BE2041 BE2041|---------------------------------------------------------------------| BE2041| PID Reference Object Distance Geod. Az | BE2041| dddmmss.s | BE2041| BE2042 I10 75 A33 RM 1 11.105 METERS 10330 | BE2041| BE2040 I10 75 A33 RM 2 13.931 METERS 23343 | BE2041| BE2038 I10 75 A32 APPROX. 0.9 KM 2510100.6 | BE2041|---------------------------------------------------------------------| BE2041 BE2041 SUPERSEDED SURVEY CONTROL BE2041 BE2041 NAD 83(1986)- 30 42 13.60911(N) 085 57 27.69310(W) AD( ) 2 BE2041 NAD 27 - 30 42 12.92655(N) 085 57 27.92462(W) AD( ) 2 BE2041 NGVD 29 - 46.41 (m) 152.3 (f) LEVELING 3 BE2041 BE2041.Superseded values are not recommended for survey control. BE2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2041.See file dsdata.txt to determine how the superseded data were derived. BE2041 BE2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9981497237(NAD 83) BE2041_MARKER: DD = SURVEY DISK BE2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2041_STAMPING: I10 75 A33 BE2041_PROJECTION: RECESSED 5 CENTIMETERS BE2041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2041+STABILITY: SURFACE MOTION BE2041 BE2041 HISTORY - Date Condition Report By BE2041 HISTORY - 1975 MONUMENTED FLDT BE2041 HISTORY - 1979 GOOD FLDT BE2041 HISTORY - 20010331 GOOD NGS BE2041 BE2041 STATION DESCRIPTION BE2041 BE2041'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2041'1.4 MI SW FROM PONCE DE LEON. BE2041'FROM THE INTERSECTION OF INTERSTATE 10 AND STATE ROAD 81, IN PONCE DE BE2041'LEON, GO SOUTHEAST ON INTERSTATE 10 FOR 1.4 MILES TO THE WALTON/HOLMES BE2041'COUNTY LINE. IT IS 87.5 FEET NORTHEAST OF THE COUNTY LINE SIGN POST, BE2041'58 FEET SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANE AND 25.5 BE2041'FEET NORTHEAST OF A 10 INCH PINE TREE. BE2041'THE MARK IS 5 FT NW FROM A WITNESS POST. BE2041 BE2041 STATION RECOVERY (1979) BE2041 BE2041'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979 (CBM) BE2041'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF PONCE DE LEON, 9-1/2 BE2041'MILES EAST OF DE FUNIAK SPRINGS AND 15-1/2 MILES NORTHWEST OF VERNON, BE2041'ON INTERSTATE RIGHT-OF-WAY. BE2041' BE2041'TO REACH STATION FROM THE INTERSECTION OF STATE ROAD 81 AND INTERSTATE BE2041'ROUTE 10 IN PONCE DE LEON, GO SOUTHWESTERLY ON INTERSTATE ROUTE 10 FOR BE2041'1.4 MILES TO WALTON-HOLMES COUNTY LINE AND STATION ON THE LEFT SOUTH BE2041'SIDE OF EASTBOUND LANE, NEAR TOP OF BACKSLOPE. BE2041' BE2041'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS BE2041'DISK, STAMPED---I10 75 A33---, SET IN THE TOP OF A ROUND CONCRETE BE2041'MONUMENT THAT IS 2 INCHES BELOW THE GROUND. IT IS 4.6 FEET NORTHWEST BE2041'OF A METAL WITNESS POST, 25.5 FEET NORTHEAST OF A 10 INCH PINE TREE, BE2041'58.0 FEET SOUTHEAST OF CENTER OF EASTBOUND LANE OF INTERSTATE ROUTE 10 BE2041'AND 87.5 FEET NORTHEAST OF COUNTY LINE SIGNPOST. BE2041' BE2041'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF BE2041'TRANSPORTATION BRASS DISK, STAMPED---I10 75 A33 RM NO 1---, SET IN THE BE2041'TOP OF A ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND. BE2041'IT IS 1.5 FEET NORTHWEST OF A METAL WITNESS POST, 28.5 FEET NORTH OF A BE2041'10 INCH PINE TREE, 74.3 FEET NORTHWEST OF RIGHT-OF-WAY FENCELINE AND BE2041'125.5 FEET SOUTHWEST OF SOUTHWEST END OF A CONCRETE HEADWALL. BE2041' BE2041'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF BE2041'TRANSPORTATION BRASS DISK, STAMPED---I10 75 A33 RM NO 2---, SET IN THE BE2041'TOP OF A ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND. BE2041'IT IS 1.0 FOOT NORTHWEST OF A METAL WITNESS POST, 20.0 FEET SOUTHWEST BE2041'OF A 10 INCH PINE TREE, 44.0 FEET EAST OF A COUNTY LINE SIGNPOST AND BE2041'66.0 FEET SOUTHEAST OF CENTER OF EASTBOUND LANE OF INTERSTATE ROUTE BE2041'10. BE2041' BE2041'DISTANCE BETWEEN REFERENCE MARKS NOT MEASURED, DUE TO TREES AND BUSHES BE2041'ON LINE. BE2041 BE2041 STATION RECOVERY (2001) BE2041 BE2041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2041'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2042 *********************************************************************** BE2042 DESIGNATION - I10 75 A33 RM 1 BE2042 PID - BE2042 BE2042 STATE/COUNTY- FL/HOLMES BE2042 USGS QUAD - PONCE DE LEON (1994) BE2042 BE2042 *CURRENT SURVEY CONTROL BE2042 ___________________________________________________________________ BE2042* NAD 83(1986)- 30 42 14. (N) 085 57 28. (W) SCALED BE2042* NAVD 88 - 46.118 (meters) 151.31 (feet) ADJUSTED BE2042 ___________________________________________________________________ BE2042 GEOID HEIGHT- -27.54 (meters) GEOID99 BE2042 DYNAMIC HT - 46.059 (meters) 151.11 (feet) COMP BE2042 MODELED GRAV- 979,350.4 (mgal) NAVD 88 BE2042 BE2042 VERT ORDER - SECOND CLASS II BE2042 BE2042.The horizontal coordinates were scaled from a topographic map and have BE2042.an estimated accuracy of +/- 6 seconds. BE2042 BE2042.The orthometric height was determined by differential leveling BE2042.and adjusted by the National Geodetic Survey in June 1991. BE2042 BE2042.The geoid height was determined by GEOID99. BE2042 BE2042.The dynamic height is computed by dividing the NAVD 88 BE2042.geopotential number by the normal gravity value computed on the BE2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2042.degrees latitude (g = 980.6199 gals.). BE2042 BE2042.The modeled gravity was interpolated from observed gravity values. BE2042 BE2042; North East Units Estimated Accuracy BE2042;SPC FL N - 189,770. 460,350. MT (+/- 180 meters Scaled) BE2042 BE2042 SUPERSEDED SURVEY CONTROL BE2042 BE2042.No superseded survey control is available for this station. BE2042 BE2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU998972(NAD 83) BE2042_MARKER: DD = SURVEY DISK BE2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2042_STAMPING: I10 75 A33 RM NO 1 BE2042_PROJECTION: RECESSED 8 CENTIMETERS BE2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2042+STABILITY: SURFACE MOTION BE2042 BE2042 HISTORY - Date Condition Report By BE2042 HISTORY - 1975 MONUMENTED FLDT BE2042 HISTORY - 20010331 GOOD NGS BE2042 BE2042 STATION DESCRIPTION BE2042 BE2042'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2042'1.4 MI SW FROM PONCE DE LEON. BE2042'FROM THE INTERSECTION OF INTERSTATE 10 AND STATE ROAD 81, IN PONCE DE BE2042'LEON, GO SOUTHWEST ON INTERSTATE 10 FOR 1.4 MILES TO THE WALTON/HOLMES BE2042'COUNTY LINE. IT IS 126 FEET SOUTHWEST OF THE SOUTHWEST END OF A BE2042'CONCRETE HEADWALL, 74.3 FEET NORTHWEST OF THE SOUTH RIGHT OF WAY FENCE BE2042'AND 28.5 FEET NORTH OF A 10 INCH PINE TREE. BE2042'THE MARK IS 2 FT NW FROM A WITNESS POST. BE2042 BE2042 STATION RECOVERY (2001) BE2042 BE2042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2042'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2040 *********************************************************************** BE2040 DESIGNATION - I10 75 A33 RM 2 BE2040 PID - BE2040 BE2040 STATE/COUNTY- FL/HOLMES BE2040 USGS QUAD - PONCE DE LEON (1994) BE2040 BE2040 *CURRENT SURVEY CONTROL BE2040 ___________________________________________________________________ BE2040* NAD 83(1986)- 30 42 14. (N) 085 57 28. (W) SCALED BE2040* NAVD 88 - 46.477 (meters) 152.48 (feet) ADJUSTED BE2040 ___________________________________________________________________ BE2040 GEOID HEIGHT- -27.54 (meters) GEOID99 BE2040 DYNAMIC HT - 46.417 (meters) 152.29 (feet) COMP BE2040 MODELED GRAV- 979,350.4 (mgal) NAVD 88 BE2040 BE2040 VERT ORDER - SECOND CLASS II BE2040 BE2040.The horizontal coordinates were scaled from a topographic map and have BE2040.an estimated accuracy of +/- 6 seconds. BE2040 BE2040.The orthometric height was determined by differential leveling BE2040.and adjusted by the National Geodetic Survey in June 1991. BE2040 BE2040.The geoid height was determined by GEOID99. BE2040 BE2040.The dynamic height is computed by dividing the NAVD 88 BE2040.geopotential number by the normal gravity value computed on the BE2040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2040.degrees latitude (g = 980.6199 gals.). BE2040 BE2040.The modeled gravity was interpolated from observed gravity values. BE2040 BE2040; North East Units Estimated Accuracy BE2040;SPC FL N - 189,770. 460,350. MT (+/- 180 meters Scaled) BE2040 BE2040 SUPERSEDED SURVEY CONTROL BE2040 BE2040.No superseded survey control is available for this station. BE2040 BE2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU998972(NAD 83) BE2040_MARKER: DD = SURVEY DISK BE2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2040_STAMPING: I10 75 A33 RM NO 2 BE2040_PROJECTION: RECESSED 8 CENTIMETERS BE2040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2040+STABILITY: SURFACE MOTION BE2040 BE2040 HISTORY - Date Condition Report By BE2040 HISTORY - 1975 MONUMENTED FLDT BE2040 HISTORY - 20010331 GOOD NGS BE2040 BE2040 STATION DESCRIPTION BE2040 BE2040'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2040'1.4 MI SW FROM PONCE DE LEON. BE2040'FROM THE INTERSECTION OF INTERSTATE 10 AND STATE ROAD 81, IN PONCE DE BE2040'LEON, GO SOUTHWEST ON INTERSTATE 10 FOR 1.4 MILES TO THE WALTON/HOLMES BE2040'COUNTY LINE. IT IS 66 FEET SOUTHEAST OF THE CENTERLINE OF THE BE2040'EASTBOUND LANE, 44 FEET EAST OF THE COUNTY LINE SIGN POST AND 20 FEET BE2040'SOUTHWEST OF A 10 INCH PINE TREE. BE2040'THE MARK IS 1 FT NW FROM A WITNESS POST. BE2040 BE2040 STATION RECOVERY (2001) BE2040 BE2040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2040'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2044 *********************************************************************** BE2044 DESIGNATION - I10 75 A34 BE2044 PID - BE2044 BE2044 STATE/COUNTY- FL/HOLMES BE2044 USGS QUAD - PONCE DE LEON (1994) BE2044 BE2044 *CURRENT SURVEY CONTROL BE2044 ___________________________________________________________________ BE2044* NAD 83(1990)- 30 42 48.80499(N) 085 56 08.68754(W) ADJUSTED BE2044* NAVD 88 - 26.755 (meters) 87.78 (feet) ADJUSTED BE2044 ___________________________________________________________________ BE2044 LAPLACE CORR- -1.01 (seconds) DEFLEC99 BE2044 GEOID HEIGHT- -27.55 (meters) GEOID99 BE2044 DYNAMIC HT - 26.721 (meters) 87.67 (feet) COMP BE2044 MODELED GRAV- 979,353.3 (mgal) NAVD 88 BE2044 BE2044 HORZ ORDER - SECOND BE2044 VERT ORDER - SECOND CLASS II BE2044 BE2044.The horizontal coordinates were established by classical geodetic methods BE2044.and adjusted by the National Geodetic Survey in May 1991. BE2044 BE2044.The orthometric height was determined by differential leveling BE2044.and adjusted by the National Geodetic Survey in June 1991. BE2044 BE2044.The Laplace correction was computed from DEFLEC99 derived deflections. BE2044 BE2044.The geoid height was determined by GEOID99. BE2044 BE2044.The dynamic height is computed by dividing the NAVD 88 BE2044.geopotential number by the normal gravity value computed on the BE2044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2044.degrees latitude (g = 980.6199 gals.). BE2044 BE2044.The modeled gravity was interpolated from observed gravity values. BE2044 BE2044; North East Units Scale Converg. BE2044;SPC FL N - 190,813.810 462,476.428 MT 0.99999375 -0 43 17.4 BE2044;UTM 16 - 3,398,340.973 601,905.334 MT 0.99972810 +0 32 37.0 BE2044 BE2044: Primary Azimuth Mark Grid Az BE2044:SPC FL N - I10 75 A33 243 26 37.1 BE2044:UTM 16 - I10 75 A33 242 10 42.7 BE2044 BE2044|---------------------------------------------------------------------| BE2044| PID Reference Object Distance Geod. Az | BE2044| dddmmss.s | BE2044| BE2046 I10 75 A34 RM 1 15.533 METERS 05737 | BE2044| BE2045 I10 75 A34 RM 2 19.799 METERS 10950 | BE2044| BE2041 I10 75 A33 APPROX. 2.4 KM 2424319.7 | BE2044|---------------------------------------------------------------------| BE2044 BE2044 SUPERSEDED SURVEY CONTROL BE2044 BE2044 NAD 83(1986)- 30 42 48.81592(N) 085 56 08.69245(W) AD( ) 2 BE2044 NAD 27 - 30 42 48.13431(N) 085 56 08.92599(W) AD( ) 2 BE2044 NGVD 29 - 26.83 (m) 88.0 (f) LEVELING 3 BE2044 BE2044.Superseded values are not recommended for survey control. BE2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2044.See file dsdata.txt to determine how the superseded data were derived. BE2044 BE2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0190598341(NAD 83) BE2044_MARKER: DD = SURVEY DISK BE2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2044_STAMPING: I10 75 A34 BE2044_PROJECTION: RECESSED 8 CENTIMETERS BE2044_MAGNETIC: N = NO MAGNETIC MATERIAL BE2044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2044+STABILITY: SURFACE MOTION BE2044 BE2044 HISTORY - Date Condition Report By BE2044 HISTORY - 1975 MONUMENTED FLDT BE2044 HISTORY - 1979 GOOD FLDT BE2044 HISTORY - 20010331 GOOD NGS BE2044 BE2044 STATION DESCRIPTION BE2044 BE2044'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2044'PONCE DE LEON. BE2044'THE MARK IS LOCATED AT THE INTERSTATE 10 OVERPASS OVER STATE ROAD 81, BE2044'IN POCE DE LEON. IT IS 52 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF BE2044'THE WESTBOUND OVERPASS BRIDGE, 50 FEET SOUTHEAST AND ACROSS WESTBOUND BE2044'LANE FROM MILE POST 96, 44 FEET NORTHWEST OF THE METAL GUARDRAIL AND BE2044'23 FEET SOUTHEAST OF THE CENTERLINE OF THE WESTBOUND LANE. BE2044 BE2044 STATION RECOVERY (1979) BE2044 BE2044'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979 (CBM) BE2044'STATION IS LOCATED ABOUT 10-1/2 MILES EAST OF DE FUNIAK SPRINGS, BE2044'14-1/2 MILES NORTHWEST OF VERNON AND 6-1/2 MILES SOUTHWEST OF BE2044'WESTVILLE, AT THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD BE2044'81. BE2044' BE2044'TO REACH STATION FROM THE INTERSECTION OF U.S. ROUTE 90 AND STATE ROAD BE2044'81 IN PONCE DE LEON, GO SOUTHERLY ON STATE ROAD 81 FOR 1.0 MILE TO BE2044'INTERSTATE ROUTE 10 BRIDGE OVER STATE ROAD 81 AND STATION, IN THE BE2044'MEDIAN OF INTERSTATE ROUTE 10 AND NEAR THE WEST END OF BRIDGES. BE2044' BE2044'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS BE2044'DISK, STAMPED---I10 75 A34---, SET IN THE TOP OF A ROUND CONCRETE BE2044'MONUMENT THAT IS 3 INCHES BELOW THE GROUND. IT IS 23.0 FEET SOUTHEAST BE2044'OF CENTER OF WESTBOUND LANE OF INTERSTATE ROUTE 10, 44.0 FEET BE2044'NORTHWEST OF A METAL GUARDRAIL, 50.0 FEET SOUTHEAST OF AND ACROSS BE2044'WESTBOUND LANE OF INTERSTATE ROUTE 10 FROM MILEPOST 96 AND 52.0 FEET BE2044'SOUTHWEST OF SOUTHWEST CORNER OF WESTBOUND BRIDGE OVER STATE ROAD 81. BE2044' BE2044'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF BE2044'TRANSPORTATION BRASS DISK, STAMPED---I10 75 A34 RM NO 1---, SET IN A BE2044'DRILL HOLE IN CONCRETE DECK OF BRIDGE. IT IS 1.0 FOOT WEST OF BE2044'SOUTHWEST CORNER OF WESTBOUND LANE BRIDGE, 5.0 FEET NORTHEAST OF BE2044'SOUTHWEST EDGE OF APPROACH SLAB FOR BRIDGE AND 18.0 FEET SOUTHEAST OF BE2044'CENTER OF WESTBOUND LANE OF INTERSTATE ROUTE 10. BE2044' BE2044'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF BE2044'TRANSPORTATION BRASS DISK, STAMPED---I10 75 A34 RM NO 2---, SET IN TOP BE2044'OF THE CONCRETE GUARDRAIL OF BRIDGE. IT IS 2.0 FEET NORTHEAST OF END BE2044'OF METAL GUARDRAIL, 4.5 FEET NORTHEAST OF NORTHWEST CORNER OF BE2044'EASTBOUND LANE BRIDGE AND 19.0 FEET NORTHWEST OF CENTER OF EASTBOUND BE2044'LANE OF INTERSTATE ROUTE 10. BE2044 BE2044 STATION RECOVERY (2001) BE2044 BE2044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2044'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2046 *********************************************************************** BE2046 DESIGNATION - I10 75 A34 RM 1 BE2046 PID - BE2046 BE2046 STATE/COUNTY- FL/HOLMES BE2046 USGS QUAD - PONCE DE LEON (1994) BE2046 BE2046 *CURRENT SURVEY CONTROL BE2046 ___________________________________________________________________ BE2046* NAD 83(1986)- 30 42 49. (N) 085 56 09. (W) SCALED BE2046* NAVD 88 - 27.117 (meters) 88.97 (feet) ADJUSTED BE2046 ___________________________________________________________________ BE2046 GEOID HEIGHT- -27.55 (meters) GEOID99 BE2046 DYNAMIC HT - 27.082 (meters) 88.85 (feet) COMP BE2046 MODELED GRAV- 979,353.3 (mgal) NAVD 88 BE2046 BE2046 VERT ORDER - SECOND CLASS II BE2046 BE2046.The horizontal coordinates were scaled from a topographic map and have BE2046.an estimated accuracy of +/- 6 seconds. BE2046 BE2046.The orthometric height was determined by differential leveling BE2046.and adjusted by the National Geodetic Survey in June 1991. BE2046 BE2046.The geoid height was determined by GEOID99. BE2046 BE2046.The dynamic height is computed by dividing the NAVD 88 BE2046.geopotential number by the normal gravity value computed on the BE2046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2046.degrees latitude (g = 980.6199 gals.). BE2046 BE2046.The modeled gravity was interpolated from observed gravity values. BE2046 BE2046; North East Units Estimated Accuracy BE2046;SPC FL N - 190,820. 462,470. MT (+/- 180 meters Scaled) BE2046 BE2046 SUPERSEDED SURVEY CONTROL BE2046 BE2046.No superseded survey control is available for this station. BE2046 BE2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU018983(NAD 83) BE2046_MARKER: DD = SURVEY DISK BE2046_SETTING: 37 = CONCRETE GUARDRAIL BE2046_STAMPING: I10 75 A34 RM NO 1 BE2046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2046 BE2046 HISTORY - Date Condition Report By BE2046 HISTORY - 1975 MONUMENTED FLDT BE2046 HISTORY - 20010331 MARK NOT FOUND NGS BE2046 BE2046 STATION DESCRIPTION BE2046 BE2046'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2046'PONCE DE LEON. BE2046'THE MARK IS LOCATED AT THE INTERSTATE 10 OVERPASS OVER STATE ROAD 81, BE2046'IN PONCE DE LEON. IT IS SET IN THE TOP SOUTH CORNER OF THE WEST BE2046'CONCRETE DECK OF THE WESTBOUND OVERPASS BRIDGE, 18 FEET SOUTHEAST OF BE2046'THE CENTERLINE OF THE WESTBOUND LANE, 5 FEET NORTHEAST OF THE BE2046'SOUTHWEST EDGE OF THE CONCRETE DECK AND 1 FOOT WEST OF THE SOUTHWEST BE2046'CORNER OF THE SOUTHEAST CONCRETE GUARDRAIL OF THE WESTBOUND BE2046'OVERPASS BRIDGE. BE2046 BE2046 STATION RECOVERY (2001) BE2046 BE2046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2046'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2045 *********************************************************************** BE2045 DESIGNATION - I10 75 A34 RM 2 BE2045 PID - BE2045 BE2045 STATE/COUNTY- FL/HOLMES BE2045 USGS QUAD - PONCE DE LEON (1994) BE2045 BE2045 *CURRENT SURVEY CONTROL BE2045 ___________________________________________________________________ BE2045* NAD 83(1986)- 30 42 49. (N) 085 56 09. (W) SCALED BE2045* NAVD 88 - 28.040 (meters) 91.99 (feet) ADJUSTED BE2045 ___________________________________________________________________ BE2045 GEOID HEIGHT- -27.55 (meters) GEOID99 BE2045 DYNAMIC HT - 28.004 (meters) 91.88 (feet) COMP BE2045 MODELED GRAV- 979,353.3 (mgal) NAVD 88 BE2045 BE2045 VERT ORDER - SECOND CLASS II BE2045 BE2045.The horizontal coordinates were scaled from a topographic map and have BE2045.an estimated accuracy of +/- 6 seconds. BE2045 BE2045.The orthometric height was determined by differential leveling BE2045.and adjusted by the National Geodetic Survey in June 1991. BE2045 BE2045.The geoid height was determined by GEOID99. BE2045 BE2045.The dynamic height is computed by dividing the NAVD 88 BE2045.geopotential number by the normal gravity value computed on the BE2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2045.degrees latitude (g = 980.6199 gals.). BE2045 BE2045.The modeled gravity was interpolated from observed gravity values. BE2045 BE2045; North East Units Estimated Accuracy BE2045;SPC FL N - 190,820. 462,470. MT (+/- 180 meters Scaled) BE2045 BE2045 SUPERSEDED SURVEY CONTROL BE2045 BE2045.No superseded survey control is available for this station. BE2045 BE2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU018983(NAD 83) BE2045_MARKER: DD = SURVEY DISK BE2045_SETTING: 37 = CONCRETE GUARDRAIL BE2045_STAMPING: I10 75 A34 RM NO 2 BE2045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2045 BE2045 HISTORY - Date Condition Report By BE2045 HISTORY - 1975 MONUMENTED FLDT BE2045 HISTORY - 20010331 MARK NOT FOUND NGS BE2045 BE2045 STATION DESCRIPTION BE2045 BE2045'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2045'PONCE DE LEON. BE2045'THE MARK IS LOCATED AT THE INTERSTATE 10 OVERPASS OVER STATE ROAD 81, BE2045'IN PONCE DE LEON. IT IS SET IN THE TOP SOUTHWEST END OF THE NORTHWEST BE2045'CONCRETE GUARDRAIL OF THE EASTBOUND OVERPASS BRIDGE, 19 FEET NORTHWEST BE2045'OF THE CENTERLINE OF THE EASTBOUND LANE, 4.5 FEET NORTHEAST OF THE BE2045'NORTHWEST CORNER OF THE CONCRETE GUARDRAIL AND 2 FEET NORTHEAST OF THE BE2045'END OF THE METAL GUARDRAIL. BE2045 BE2045 STATION RECOVERY (2001) BE2045 BE2045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2045'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2086 *********************************************************************** BE2086 DESIGNATION - I10 75 A46 BE2086 PID - BE2086 BE2086 STATE/COUNTY- FL/HOLMES BE2086 USGS QUAD - PONCE DE LEON (1994) BE2086 BE2086 *CURRENT SURVEY CONTROL BE2086 ___________________________________________________________________ BE2086* NAD 83(1990)- 30 43 19.34626(N) 085 54 59.97106(W) ADJUSTED BE2086* NAVD 88 - 35.554 (meters) 116.65 (feet) ADJUSTED BE2086 ___________________________________________________________________ BE2086 LAPLACE CORR- -0.92 (seconds) DEFLEC99 BE2086 GEOID HEIGHT- -27.56 (meters) GEOID99 BE2086 DYNAMIC HT - 35.508 (meters) 116.50 (feet) COMP BE2086 MODELED GRAV- 979,355.6 (mgal) NAVD 88 BE2086 BE2086 HORZ ORDER - SECOND BE2086 VERT ORDER - SECOND CLASS II BE2086 BE2086.The horizontal coordinates were established by classical geodetic methods BE2086.and adjusted by the National Geodetic Survey in May 1991. BE2086 BE2086.The orthometric height was determined by differential leveling BE2086.and adjusted by the National Geodetic Survey in June 1991. BE2086 BE2086.The Laplace correction was computed from DEFLEC99 derived deflections. BE2086 BE2086.The geoid height was determined by GEOID99. BE2086 BE2086.The dynamic height is computed by dividing the NAVD 88 BE2086.geopotential number by the normal gravity value computed on the BE2086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2086.degrees latitude (g = 980.6199 gals.). BE2086 BE2086.The modeled gravity was interpolated from observed gravity values. BE2086 BE2086; North East Units Scale Converg. BE2086;SPC FL N - 191,731.403 464,316.362 MT 0.99999517 -0 42 42.9 BE2086;UTM 16 - 3,399,298.717 603,724.078 MT 0.99973272 +0 33 12.6 BE2086 BE2086: Primary Azimuth Mark Grid Az BE2086:SPC FL N - I10 75 A34 243 29 39.2 BE2086:UTM 16 - I10 75 A34 242 13 43.7 BE2086 BE2086|---------------------------------------------------------------------| BE2086| PID Reference Object Distance Geod. Az | BE2086| dddmmss.s | BE2086| BE2087 I10 75 A46 RM 1 13.366 METERS 03232 | BE2086| BE2044 I10 75 A34 APPROX. 2.1 KM 2424656.3 | BE2086| BE2085 I10 75 A46 RM 2 13.055 METERS 27106 | BE2086|---------------------------------------------------------------------| BE2086 BE2086 SUPERSEDED SURVEY CONTROL BE2086 BE2086 NAD 83(1986)- 30 43 19.35774(N) 085 54 59.97610(W) AD( ) 2 BE2086 NAD 27 - 30 43 18.67627(N) 085 55 00.21127(W) AD( ) 2 BE2086 NGVD 29 - 35.63 (m) 116.9 (f) LEVELING 3 BE2086 BE2086.Superseded values are not recommended for survey control. BE2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2086.See file dsdata.txt to determine how the superseded data were derived. BE2086 BE2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0372499299(NAD 83) BE2086_MARKER: DD = SURVEY DISK BE2086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2086_STAMPING: I10 75 A46 BE2086_PROJECTION: RECESSED 5 CENTIMETERS BE2086_MAGNETIC: N = NO MAGNETIC MATERIAL BE2086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2086+STABILITY: SURFACE MOTION BE2086 BE2086 HISTORY - Date Condition Report By BE2086 HISTORY - 1975 MONUMENTED FLDT BE2086 HISTORY - 1979 GOOD FLDT BE2086 HISTORY - 20010331 GOOD NGS BE2086 BE2086 STATION DESCRIPTION BE2086 BE2086'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2086'1.2 MI SE FROM PONCE DE LEON. BE2086'FROM THE INTERSECTION OF INTERSTATE 10 AND STATE ROAD 81, IN PONCE DE BE2086'LEON, GO NORTHEAST ON INTERSTATE 10 FOR 1.2 MILES. IT IS ABOUT 268 BE2086'FEET SOUTHWEST OF THE NORTH SUPPORT POST FOR THE LARGE PONCE DE LEON BE2086'EXIT SIGN, 78.5 FEET NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANE BE2086'AND 77 FEET SOUTHEAST OF THE CENTERPOST OF A 5 POST FENCE BRACE. BE2086'THE MARK IS 3 FT SE FROM A WITNESS POST. BE2086 BE2086 STATION RECOVERY (1979) BE2086 BE2086'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979 (CBM) BE2086'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF WESTVILLE, 11-1/2 BE2086'MILES EAST OF DE FUNIAK SPRINGS AND 14 MILES NORTHWEST OF VERNON, ON BE2086'INTERSTATE ROUTE 10 RIGHT-OF-WAY. BE2086' BE2086'TO REACH STATION FROM THE INTERSECTION OF STATE ROAD 81 AND INTERSTATE BE2086'ROUTE 10 IN PONCE DE LEON, GO NORTHEASTERLY ON INTERSTATE ROUTE 10 FOR BE2086'0.6 MILE TO COUNTY ROAD 181A BRIDGE OVER INTERSTATE ROUTE 10. BE2086'CONTINUE NORTHEASTERLY ON INTERSTATE ROUTE 10 FOR 0.6 MILE TO STATION BE2086'ON THE LEFT NORTH SIDE OF WESTBOUND LANE, ATOP OF BACKSLOPE AND ATOP BE2086'OF HILL. BE2086' BE2086'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS BE2086'DISK, STAMPED---I10 75 A46---, SET IN THE TOP OF A ROUND CONCRETE BE2086'MONUMENT THAT IS 2 INCHES BELOW THE GROUND. IT IS 3.0 FEET SOUTHEAST BE2086'OF A METAL WITNESS POST, 77.0 FEET SOUTHEAST OF CENTER ONE OF 5 FENCE BE2086'BRACE POSTS, 78.5 FEET NORTHWEST OF CENTER OF WESTBOUND LANE OF BE2086'INTERSTATE ROUTE 10 AND 268.0 FEET SOUTHWEST OF NORTH POST OF LARGE BE2086'HIGHWAY INFORMATION SIGN-PONCE DE LEON EXIT. BE2086' BE2086'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF BE2086'TRANSPORTATION BRASS DISK, STAMPED---I10 75 A46 RM NO 1---, SET IN THE BE2086'TOP OF A ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND. BE2086'IT IS 2.0 FEET SOUTHEAST OF A METAL WITNESS POST, 56.8 FEET SOUTHEAST BE2086'OF EAST ONE OF 5 FENCE BRACE POSTS AND 101.0 FEET NORTHWEST OF CENTER BE2086'OF WESTBOUND LANE OF INTERSTATE ROUTE 10. BE2086' BE2086'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF BE2086'TRANSPORTATION BRASS DISK, STAMPED---I10 75 A46 RM NO 1---, SET IN THE BE2086'TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND. BE2086'IT IS 2.0 FEET SOUTHEAST OF A METAL WITNESS POST, 60.3 FEET SOUTH OF BE2086'WEST ONE OF 5 FENCE BRACE POSTS, 67.2 FEET EAST OF AN 8 INCH PINE TREE BE2086'AND 98.5 FEET NORTHWEST OF CENTER OF WESTBOUND LANE OF INTERSTATE BE2086'ROUTE 10. BE2086 BE2086 STATION RECOVERY (2001) BE2086 BE2086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2086'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2087 *********************************************************************** BE2087 DESIGNATION - I10 75 A46 RM 1 BE2087 PID - BE2087 BE2087 STATE/COUNTY- FL/HOLMES BE2087 USGS QUAD - PONCE DE LEON (1994) BE2087 BE2087 *CURRENT SURVEY CONTROL BE2087 ___________________________________________________________________ BE2087* NAD 83(1986)- 30 43 20. (N) 085 55 00. (W) SCALED BE2087* NAVD 88 - 36.676 (meters) 120.33 (feet) ADJUSTED BE2087 ___________________________________________________________________ BE2087 GEOID HEIGHT- -27.56 (meters) GEOID99 BE2087 DYNAMIC HT - 36.629 (meters) 120.17 (feet) COMP BE2087 MODELED GRAV- 979,355.6 (mgal) NAVD 88 BE2087 BE2087 VERT ORDER - SECOND CLASS II BE2087 BE2087.The horizontal coordinates were scaled from a topographic map and have BE2087.an estimated accuracy of +/- 6 seconds. BE2087 BE2087.The orthometric height was determined by differential leveling BE2087.and adjusted by the National Geodetic Survey in June 1991. BE2087 BE2087.The geoid height was determined by GEOID99. BE2087 BE2087.The dynamic height is computed by dividing the NAVD 88 BE2087.geopotential number by the normal gravity value computed on the BE2087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2087.degrees latitude (g = 980.6199 gals.). BE2087 BE2087.The modeled gravity was interpolated from observed gravity values. BE2087 BE2087; North East Units Estimated Accuracy BE2087;SPC FL N - 191,750. 464,320. MT (+/- 180 meters Scaled) BE2087 BE2087 SUPERSEDED SURVEY CONTROL BE2087 BE2087.No superseded survey control is available for this station. BE2087 BE2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU037993(NAD 83) BE2087_MARKER: DD = SURVEY DISK BE2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2087_STAMPING: I10 75 A46 RM NO 1 BE2087_PROJECTION: RECESSED 8 CENTIMETERS BE2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2087+STABILITY: SURFACE MOTION BE2087 BE2087 HISTORY - Date Condition Report By BE2087 HISTORY - 1975 MONUMENTED FLDT BE2087 HISTORY - 20010331 GOOD NGS BE2087 BE2087 STATION DESCRIPTION BE2087 BE2087'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2087'1.2 MI SE FROM PONCE DE LEON. BE2087'FROM THE INTERSECTION OF INTERSTATE 10 AND STATE ROAD 81, IN PONCE DE BE2087'LEON, GO NORTHEAST ON INTERSTATE 10 FOR 1.2 MILES. IT IS 101 FEET BE2087'NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANE AND 56.8 FEET BE2087'SOUTHEAST OF THE EAST POST OF A 5 POST FENCE BRACE. BE2087'THE MARK IS 2 FT SE FROM A WITNESS POST. BE2087 BE2087 STATION RECOVERY (2001) BE2087 BE2087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2087'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2089 *********************************************************************** BE2089 DESIGNATION - I10 75 A47 BE2089 PID - BE2089 BE2089 STATE/COUNTY- FL/HOLMES BE2089 USGS QUAD - PONCE DE LEON (1994) BE2089 BE2089 *CURRENT SURVEY CONTROL BE2089 ___________________________________________________________________ BE2089* NAD 83(1990)- 30 43 38.90823(N) 085 54 11.14505(W) ADJUSTED BE2089* NAVD 88 - 20.623 (meters) 67.66 (feet) ADJUSTED BE2089 ___________________________________________________________________ BE2089 LAPLACE CORR- -0.88 (seconds) DEFLEC99 BE2089 GEOID HEIGHT- -27.57 (meters) GEOID99 BE2089 DYNAMIC HT - 20.597 (meters) 67.58 (feet) COMP BE2089 MODELED GRAV- 979,357.0 (mgal) NAVD 88 BE2089 BE2089 HORZ ORDER - SECOND BE2089 VERT ORDER - SECOND CLASS II BE2089 BE2089.The horizontal coordinates were established by classical geodetic methods BE2089.and adjusted by the National Geodetic Survey in May 1991. BE2089 BE2089.The orthometric height was determined by differential leveling BE2089.and adjusted by the National Geodetic Survey in June 1991. BE2089 BE2089.The Laplace correction was computed from DEFLEC99 derived deflections. BE2089 BE2089.The geoid height was determined by GEOID99. BE2089 BE2089.The dynamic height is computed by dividing the NAVD 88 BE2089.geopotential number by the normal gravity value computed on the BE2089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2089.degrees latitude (g = 980.6199 gals.). BE2089 BE2089.The modeled gravity was interpolated from observed gravity values. BE2089 BE2089; North East Units Scale Converg. BE2089;SPC FL N - 192,317.717 465,622.715 MT 0.99999609 -0 42 18.3 BE2089;UTM 16 - 3,399,913.579 605,016.825 MT 0.99973604 +0 33 37.9 BE2089 BE2089: Primary Azimuth Mark Grid Az BE2089:SPC FL N - I10 75 A46 245 49 43.2 BE2089:UTM 16 - I10 75 A46 244 33 47.0 BE2089 BE2089|---------------------------------------------------------------------| BE2089| PID Reference Object Distance Geod. Az | BE2089| dddmmss.s | BE2089| BE2090 I10 75 A47 RM 1 7.779 METERS 15746 | BE2089| BE2086 I10 75 A46 APPROX. 1.4 KM 2450724.9 | BE2089| BE2088 I10 75 A47 RM 2 8.778 METERS 35510 | BE2089|---------------------------------------------------------------------| BE2089 BE2089 SUPERSEDED SURVEY CONTROL BE2089 BE2089 NAD 83(1986)- 30 43 38.92055(N) 085 54 11.15046(W) AD( ) 2 BE2089 NAD 27 - 30 43 38.23877(N) 085 54 11.38664(W) AD( ) 2 BE2089 NGVD 29 - 20.70 (m) 67.9 (f) LEVELING 3 BE2089 BE2089.Superseded values are not recommended for survey control. BE2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2089.See file dsdata.txt to determine how the superseded data were derived. BE2089 BE2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0501799914(NAD 83) BE2089_MARKER: DD = SURVEY DISK BE2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2089_STAMPING: I10 75 A47 BE2089_PROJECTION: RECESSED 8 CENTIMETERS BE2089_MAGNETIC: N = NO MAGNETIC MATERIAL BE2089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2089+STABILITY: SURFACE MOTION BE2089 BE2089 HISTORY - Date Condition Report By BE2089 HISTORY - 1975 MONUMENTED FLDT BE2089 HISTORY - 1979 GOOD FLDT BE2089 HISTORY - 20010331 GOOD NGS BE2089 BE2089 STATION DESCRIPTION BE2089 BE2089'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2089'2.1 MI EAST FROM PONCE DE LEON. BE2089'FROM THE INTERSECTION OF INTERSTATE 10 AND STATE ROAD 81, IN PONCE DE BE2089'LEON, GO NORTHEAST ON INTERSTATE 10 FOR 2.1 MILES TO BRIDGE OVER REEDY BE2089'CREEK. IT IS 43.3 FEET SOUTHEAST OF THE CENTERLINE OF THE WESTBOUND BE2089'LANE, 29 FEET SOUTH OF THE SOUTHWEST END OF THE CONCRETE GUARDRAIL, BE2089'AND 4 FEET WEST OF THE METAL GUARDRAIL. BE2089'THE MARK IS 3 FT W FROM A WITNESS POST. BE2089 BE2089 STATION RECOVERY (1979) BE2089 BE2089'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979 (CBM) BE2089'STATION IS LOCATED ABOUT 2 MILES EAST OF PONCE DE LEON, 4-1/2 MILES BE2089'SOUTHWEST OF WESTVILLE AND 13-1/2 MILES NORTHWEST OF VERNON, IN THE BE2089'MEDIAN OF INTERSTATE ROUTE 10. BE2089' BE2089'TO REACH STATION FROM THE INTERSECTION OF STATE ROAD 81 AND INTERSTATE BE2089'ROUTE 10 IN PONCE DE LEON, GO NORTHEASTERLY ON INTERSTATE ROUTE 10 FOR BE2089'2.1 MILES TO INTERSTATE ROUTE 10 BRIDGE OVER REEDY CREEK AND STATION BE2089'NEAR THE WEST END OF BRIDGES. BE2089' BE2089'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS BE2089'DISK, STAMPED---I10 75 A47---, SET IN THE TOP OF A ROUND CONCRETE BE2089'MONUMENT THAT IS 3 INCHES BELOW THE GROUND. IT IS 3.0 FEET WEST OF A BE2089'METAL WITNESS POST, 4.0 FEET WEST OF A METAL GUARDRAIL, 29.0 FEET BE2089'SOUTH OF SOUTHWEST CORNER OF WESTBOUND LANE BRIDGE AND 43.3 FEET BE2089'SOUTHEAST OF CENTER OF WESTBOUND LANE OF INTERSTATE ROUTE 10. BE2089' BE2089'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF BE2089'TRANSPORTATION BRASS DISK, STAMPED---I10 75 A47 RM NO 1---, SET IN A BE2089'DRILL HOLE IN THE CONCRETE APPROACH SLAB OF BRIDGE. IT IS 1.0 FOOT BE2089'NORTHEAST OF A METAL GUARDRAIL, 1.0 FOOT SOUTHWEST OF SOUTHWEST END BE2089'OF BRIDGE GUARDRAIL AND 19.0 FEET NORTHWEST OF CENTER OF EASTBOUND BE2089'LANE OF INTERSTATE ROUTE 10. BE2089' BE2089'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF BE2089'TRANSPORTATION BRASS DISK, STAMPED---I10 75 A47 RM NO 2---, SET IN A BE2089'DRILL HOLE IN THE CONCRETE APPROACH SLAB OF BRIDGE. IT IS 1.3 FEET BE2089'SOUTHWEST OF NORTH END OF A METAL GUARDRAIL, 3.0 FEET SOUTHWEST OF BE2089'SOUTHWEST END OF BRIDGE GUARDRAIL AND 17.3 FEET SOUTHEAST OF CENTER OF BE2089'WESTBOUND LANE OF INTERSTATE ROUTE 10. BE2089 BE2089 STATION RECOVERY (2001) BE2089 BE2089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2089'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2090 *********************************************************************** BE2090 DESIGNATION - I10 75 A47 RM 1 BE2090 PID - BE2090 BE2090 STATE/COUNTY- FL/HOLMES BE2090 USGS QUAD - PONCE DE LEON (1994) BE2090 BE2090 *CURRENT SURVEY CONTROL BE2090 ___________________________________________________________________ BE2090* NAD 83(1986)- 30 43 39. (N) 085 54 11. (W) SCALED BE2090* NAVD 88 - 20.649 (meters) 67.75 (feet) ADJUSTED BE2090 ___________________________________________________________________ BE2090 GEOID HEIGHT- -27.57 (meters) GEOID99 BE2090 DYNAMIC HT - 20.622 (meters) 67.66 (feet) COMP BE2090 MODELED GRAV- 979,357.0 (mgal) NAVD 88 BE2090 BE2090 VERT ORDER - SECOND CLASS II BE2090 BE2090.The horizontal coordinates were scaled from a topographic map and have BE2090.an estimated accuracy of +/- 6 seconds. BE2090 BE2090.The orthometric height was determined by differential leveling BE2090.and adjusted by the National Geodetic Survey in June 1991. BE2090 BE2090.The geoid height was determined by GEOID99. BE2090 BE2090.The dynamic height is computed by dividing the NAVD 88 BE2090.geopotential number by the normal gravity value computed on the BE2090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2090.degrees latitude (g = 980.6199 gals.). BE2090 BE2090.The modeled gravity was interpolated from observed gravity values. BE2090 BE2090; North East Units Estimated Accuracy BE2090;SPC FL N - 192,320. 465,630. MT (+/- 180 meters Scaled) BE2090 BE2090 SUPERSEDED SURVEY CONTROL BE2090 BE2090.No superseded survey control is available for this station. BE2090 BE2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU050999(NAD 83) BE2090_MARKER: DD = SURVEY DISK BE2090_SETTING: 36 = CONCRETE APPROACH SLAB BE2090_STAMPING: I10 75 A47 RM NO 1 BE2090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2090 BE2090 HISTORY - Date Condition Report By BE2090 HISTORY - 1975 MONUMENTED FLDT BE2090 HISTORY - 20010331 MARK NOT FOUND NGS BE2090 BE2090 STATION DESCRIPTION BE2090 BE2090'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2090'2.1 MI EAST FROM PONCE DE LEON. BE2090'FROM THE INTERSECTION OF INTERSTATE 10 AND STATE ROAD 81, IN POMCE BE2090'DE LEON, GO NORTHEAST ON INTERSTATE 10 FOR 2.1 MILES TO BRIDGE OVER BE2090'REEDY CREEK. IT IS SET IN THE TOP NORTHWEST CORNER OF THE SOUTHWEST BE2090'APPROACH SLAB OF EASTBOUND BRIDGE, 19 FEET NORTHWEST OF THE CENTERLINE BE2090'OF THE EASTBOUND LANE, 1 FOOT NORTHEAST OF A METAL GUARDRAIL AND 1 BE2090'FOOT SOUTHWEST OF THE SOUTHWEST END OF THE CONCRETE GUARDRAIL. BE2090 BE2090 STATION RECOVERY (2001) BE2090 BE2090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2090'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2088 *********************************************************************** BE2088 DESIGNATION - I10 75 A47 RM 2 BE2088 PID - BE2088 BE2088 STATE/COUNTY- FL/HOLMES BE2088 USGS QUAD - PONCE DE LEON (1994) BE2088 BE2088 *CURRENT SURVEY CONTROL BE2088 ___________________________________________________________________ BE2088* NAD 83(1986)- 30 43 39. (N) 085 54 11. (W) SCALED BE2088* NAVD 88 - 20.688 (meters) 67.87 (feet) ADJUSTED BE2088 ___________________________________________________________________ BE2088 GEOID HEIGHT- -27.57 (meters) GEOID99 BE2088 DYNAMIC HT - 20.662 (meters) 67.79 (feet) COMP BE2088 MODELED GRAV- 979,357.0 (mgal) NAVD 88 BE2088 BE2088 VERT ORDER - SECOND CLASS II BE2088 BE2088.The horizontal coordinates were scaled from a topographic map and have BE2088.an estimated accuracy of +/- 6 seconds. BE2088 BE2088.The orthometric height was determined by differential leveling BE2088.and adjusted by the National Geodetic Survey in June 1991. BE2088 BE2088.The geoid height was determined by GEOID99. BE2088 BE2088.The dynamic height is computed by dividing the NAVD 88 BE2088.geopotential number by the normal gravity value computed on the BE2088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2088.degrees latitude (g = 980.6199 gals.). BE2088 BE2088.The modeled gravity was interpolated from observed gravity values. BE2088 BE2088; North East Units Estimated Accuracy BE2088;SPC FL N - 192,320. 465,630. MT (+/- 180 meters Scaled) BE2088 BE2088 SUPERSEDED SURVEY CONTROL BE2088 BE2088.No superseded survey control is available for this station. BE2088 BE2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU050999(NAD 83) BE2088_MARKER: DD = SURVEY DISK BE2088_SETTING: 36 = CONCRETE APPROACH SLAB BE2088_STAMPING: I10 75 A47 RM NO 2 BE2088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2088 BE2088 HISTORY - Date Condition Report By BE2088 HISTORY - 1975 MONUMENTED FLDT BE2088 HISTORY - 20010331 MARK NOT FOUND NGS BE2088 BE2088 STATION DESCRIPTION BE2088 BE2088'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2088'2.1 MI EAST FROM PONCE DE LEON. BE2088'FROM THE INTERSECTION OF INTERSTATE 10 AND STATE ROAD 81, IN PONCE DE BE2088'LEON, GO NORTHEAST ON INTERSTATE 10 FOR 2.1 MILES TO BRIDGE OVER BE2088'REEDY CREEK. IT IS SET IN THE TOP SOUTHWEST CORNER OF THE SOUTHWEST BE2088'APPROACH SLAB OF WESTBOUND BRIDGE. 17.3 FEET SOUTHEAST OF THE BE2088'CENTERLINE OF THE WESTBOUND LANE, 3 FEET SOUTHWEST OF THE SOUTHWEST BE2088'END OF THE METAL GUARDRAIL. BE2088 BE2088 STATION RECOVERY (2001) BE2088 BE2088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2088'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2094 *********************************************************************** BE2094 DESIGNATION - I10 75 A48 BE2094 PID - BE2094 BE2094 STATE/COUNTY- FL/HOLMES BE2094 USGS QUAD - PONCE DE LEON (1994) BE2094 BE2094 *CURRENT SURVEY CONTROL BE2094 ___________________________________________________________________ BE2094* NAD 83(1990)- 30 43 54.40937(N) 085 53 38.85605(W) ADJUSTED BE2094* NAVD 88 - 19.377 (meters) 63.57 (feet) ADJUSTED BE2094 ___________________________________________________________________ BE2094 LAPLACE CORR- -0.86 (seconds) DEFLEC99 BE2094 GEOID HEIGHT- -27.57 (meters) GEOID99 BE2094 DYNAMIC HT - 19.352 (meters) 63.49 (feet) COMP BE2094 MODELED GRAV- 979,358.0 (mgal) NAVD 88 BE2094 BE2094 HORZ ORDER - SECOND BE2094 VERT ORDER - SECOND CLASS II BE2094 BE2094.The horizontal coordinates were established by classical geodetic methods BE2094.and adjusted by the National Geodetic Survey in May 1991. BE2094 BE2094.The orthometric height was determined by differential leveling BE2094.and adjusted by the National Geodetic Survey in June 1991. BE2094 BE2094.The Laplace correction was computed from DEFLEC99 derived deflections. BE2094 BE2094.The geoid height was determined by GEOID99. BE2094 BE2094.The dynamic height is computed by dividing the NAVD 88 BE2094.geopotential number by the normal gravity value computed on the BE2094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2094.degrees latitude (g = 980.6199 gals.). BE2094 BE2094.The modeled gravity was interpolated from observed gravity values. BE2094 BE2094; North East Units Scale Converg. BE2094;SPC FL N - 192,784.512 466,487.504 MT 0.99999682 -0 42 02.1 BE2094;UTM 16 - 3,400,399.237 605,870.871 MT 0.99973827 +0 33 54.6 BE2094 BE2094: Primary Azimuth Mark Grid Az BE2094:SPC FL N - I10 75 A47 241 38 26.8 BE2094:UTM 16 - I10 75 A47 240 22 30.1 BE2094 BE2094|---------------------------------------------------------------------| BE2094| PID Reference Object Distance Geod. Az | BE2094| dddmmss.s | BE2094| BE2095 I10 75 A48 RM 1 14.400 METERS 05018 | BE2094| BE2089 I10 75 A47 APPROX. 1.0 KM 2405624.7 | BE2094| BE2093 I10 75 A48 RM 2 13.978 METERS 24651 | BE2094|---------------------------------------------------------------------| BE2094 BE2094 SUPERSEDED SURVEY CONTROL BE2094 BE2094 NAD 83(1986)- 30 43 54.42234(N) 085 53 38.86181(W) AD( ) 2 BE2094 NAD 27 - 30 43 53.74036(N) 085 53 39.09856(W) AD( ) 2 BE2094 NGVD 29 - 19.46 (m) 63.8 (f) LEVELING 3 BE2094 BE2094.Superseded values are not recommended for survey control. BE2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2094.See file dsdata.txt to determine how the superseded data were derived. BE2094 BE2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0587100399(NAD 83) BE2094_MARKER: DD = SURVEY DISK BE2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2094_STAMPING: I10 75 A48 BE2094_PROJECTION: RECESSED 8 CENTIMETERS BE2094_MAGNETIC: N = NO MAGNETIC MATERIAL BE2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2094+STABILITY: SURFACE MOTION BE2094 BE2094 HISTORY - Date Condition Report By BE2094 HISTORY - 1975 MONUMENTED FLDT BE2094 HISTORY - 1979 GOOD FLDT BE2094 HISTORY - 20010331 GOOD NGS BE2094 BE2094 STATION DESCRIPTION BE2094 BE2094'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2094'2.7 MI EAST FROM PONCE DE LEON. BE2094'FROM THE INTERSECTION OF INTERSTATE 10 AND STATE ROAD 81, IN PONCE DE BE2094'LEON, GO NORTHEAST ON INTERSTATE 10 FOR 2.7 MILES TO A POINT JUST WEST BE2094'OF A SWAMP. IT IS 95.8 FEET SOUTHEAST OF THE CENTERLINE OF THE BE2094'EASTBOUND LANE AND 9.8 FEET NORTHWEST OF THE CENTER POST OF A TRIPLE BE2094'POST FENCE BRACE. BE2094'THE MARK IS 9 FT NW FROM A WITNESS POST. BE2094 BE2094 STATION RECOVERY (1979) BE2094 BE2094'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979 (CBM) BE2094'STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF PONCE DE LEON, 4 MILES BE2094'SOUTHWEST OF WESTVILLE AND 13 MILES NORTHWEST OF VERNON, ABOUT 200 BE2094'FEET SOUTHWEST OF A SWAMP. BE2094' BE2094'TO REACH STATION FROM THE INTERSECTION OF STATE ROAD 81 AND INTERSTATE BE2094'ROUTE 10 IN PONCE DE LEON, GO NORTHEASTERLY ON INTERSTATE ROUTE 10 FOR BE2094'2.1 MILES TO INTERSTATE ROUTE 10 BRIDGE OVER REEDY CREEK. CONTINUE BE2094'NORTHEASTERLY ON INTERSTATE ROUTE 10 FOR 0.6 MILE TO STATION ON THE BE2094'RIGHT, SOUTHEAST SIDE OF EASTBOUND LANE AND ATOP OF A SLIGHT RIDGE. BE2094' BE2094'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS BE2094'DISK, STAMPED---I10 75 A48---, SET IN THE TOP OF A CONCRETE MONUMENT BE2094'THAT IS 3 INCHES BELOW THE GROUND. IT IS 9.0 FEET NORTHWEST OF A BE2094'METAL WITNESS POST, 9.8 FEET NORTHWEST OF CENTER ONE OF TRIPLE FENCE BE2094'BRACE POSTS, AND 95.8 FEET SOUTHEAST OF CENTER OF EASTBOUND LANE OF BE2094'INTERSTATE ROUTE 10 BE2094' BE2094'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF BE2094'TRANSPORTATION BRASS DISK, STAMPED---I10 75 A48 RM NO 1---, SET IN THE BE2094'TOP OF A ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND. BE2094'IT IS 16.0 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCELINE, 15.5 FEET BE2094'NORTHWEST OF A METAL WITNESS POST, 89.7 FEET SOUTHEAST OF CENTER OF BE2094'EASTBOUND LANE OF INTERSTATE ROUTE 10 AND 41.5 FEET NORTHEAST OF EAST BE2094'ONE OF TRIPLE FENCE BRACE POSTS. BE2094' BE2094'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF BE2094'TRANSPORTATION BRASS DISK, STAMPED---I10 75 A48 RM NO 2---, SET IN THE BE2094'TOP OF A ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND. BE2094'IT IS 16.8 FEET NORTHWEST OF A METAL WITNESS POST, 17.3 FEET NORTHWEST BE2094'OF THE RIGHT-OF-WAY FENCELINE, 40.4 FEET SOUTHWEST OF WEST ONE OF BE2094'TRIPLE FENCE BRACE POSTS AND 88.5 FEET SOUTHEAST OF CENTER OF BE2094'EASTBOUND LANE OF INTERSTATE ROUTE 10. BE2094 BE2094 STATION RECOVERY (2001) BE2094 BE2094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2094'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2095 *********************************************************************** BE2095 DESIGNATION - I10 75 A48 RM 1 BE2095 PID - BE2095 BE2095 STATE/COUNTY- FL/HOLMES BE2095 USGS QUAD - PONCE DE LEON (1994) BE2095 BE2095 *CURRENT SURVEY CONTROL BE2095 ___________________________________________________________________ BE2095* NAD 83(1986)- 30 43 55. (N) 085 53 39. (W) SCALED BE2095* NAVD 88 - 19.205 (meters) 63.01 (feet) ADJUSTED BE2095 ___________________________________________________________________ BE2095 GEOID HEIGHT- -27.57 (meters) GEOID99 BE2095 DYNAMIC HT - 19.180 (meters) 62.93 (feet) COMP BE2095 MODELED GRAV- 979,358.0 (mgal) NAVD 88 BE2095 BE2095 VERT ORDER - SECOND CLASS II BE2095 BE2095.The horizontal coordinates were scaled from a topographic map and have BE2095.an estimated accuracy of +/- 6 seconds. BE2095 BE2095.The orthometric height was determined by differential leveling BE2095.and adjusted by the National Geodetic Survey in June 1991. BE2095 BE2095.The geoid height was determined by GEOID99. BE2095 BE2095.The dynamic height is computed by dividing the NAVD 88 BE2095.geopotential number by the normal gravity value computed on the BE2095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2095.degrees latitude (g = 980.6199 gals.). BE2095 BE2095.The modeled gravity was interpolated from observed gravity values. BE2095 BE2095; North East Units Estimated Accuracy BE2095;SPC FL N - 192,800. 466,480. MT (+/- 180 meters Scaled) BE2095 BE2095 SUPERSEDED SURVEY CONTROL BE2095 BE2095.No superseded survey control is available for this station. BE2095 BE2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV058004(NAD 83) BE2095_MARKER: DD = SURVEY DISK BE2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2095_STAMPING: I10 75 A48 RM NO 1 BE2095_PROJECTION: RECESSED 8 CENTIMETERS BE2095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2095+STABILITY: SURFACE MOTION BE2095 BE2095 HISTORY - Date Condition Report By BE2095 HISTORY - 1975 MONUMENTED FLDT BE2095 HISTORY - 20010331 GOOD NGS BE2095 BE2095 STATION DESCRIPTION BE2095 BE2095'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2095'2.7 MI EAST FROM PONCE DE LEON. BE2095'FROM THE INTERSECTION OF INTERSTATE 10 AND STATE ROAD 81, IN PONCE DE BE2095'LEON, GO NORTHEAST ON INTERSTATE 10 FOR 2.7 MILES TO A POINT JUST WEST BE2095'OF A SWAMP. IT IS 89.7 FEET SOUTHEAST OF THE CENTERLINE OF THE BE2095'EASTBOUND LANE, 41.5 FEET NORTHEAST OF THE EAST POST OF A TRIPLE POST BE2095'FENCE BRACE AND 16 FEET NORTHWEST OF THE RIGHT OF WAY FENCE. BE2095'THE MARK IS 16 FT NW FROM A WITNESS POST. BE2095 BE2095 STATION RECOVERY (2001) BE2095 BE2095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2095'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2093 *********************************************************************** BE2093 DESIGNATION - I10 75 A48 RM 2 BE2093 PID - BE2093 BE2093 STATE/COUNTY- FL/HOLMES BE2093 USGS QUAD - PONCE DE LEON (1994) BE2093 BE2093 *CURRENT SURVEY CONTROL BE2093 ___________________________________________________________________ BE2093* NAD 83(1986)- 30 43 55. (N) 085 53 39. (W) SCALED BE2093* NAVD 88 - 19.237 (meters) 63.11 (feet) ADJUSTED BE2093 ___________________________________________________________________ BE2093 GEOID HEIGHT- -27.57 (meters) GEOID99 BE2093 DYNAMIC HT - 19.212 (meters) 63.03 (feet) COMP BE2093 MODELED GRAV- 979,358.0 (mgal) NAVD 88 BE2093 BE2093 VERT ORDER - SECOND CLASS II BE2093 BE2093.The horizontal coordinates were scaled from a topographic map and have BE2093.an estimated accuracy of +/- 6 seconds. BE2093 BE2093.The orthometric height was determined by differential leveling BE2093.and adjusted by the National Geodetic Survey in June 1991. BE2093 BE2093.The geoid height was determined by GEOID99. BE2093 BE2093.The dynamic height is computed by dividing the NAVD 88 BE2093.geopotential number by the normal gravity value computed on the BE2093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2093.degrees latitude (g = 980.6199 gals.). BE2093 BE2093.The modeled gravity was interpolated from observed gravity values. BE2093 BE2093; North East Units Estimated Accuracy BE2093;SPC FL N - 192,800. 466,480. MT (+/- 180 meters Scaled) BE2093 BE2093 SUPERSEDED SURVEY CONTROL BE2093 BE2093.No superseded survey control is available for this station. BE2093 BE2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV058004(NAD 83) BE2093_MARKER: DD = SURVEY DISK BE2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2093_STAMPING: I10 75 A48 RM NO 2 BE2093_PROJECTION: RECESSED 8 CENTIMETERS BE2093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2093+STABILITY: SURFACE MOTION BE2093 BE2093 HISTORY - Date Condition Report By BE2093 HISTORY - 1975 MONUMENTED FLDT BE2093 HISTORY - 20010331 GOOD NGS BE2093 BE2093 STATION DESCRIPTION BE2093 BE2093'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2093'2.7 MI EAST FROM PONCE DE LEON. BE2093'FROM THE INTERSECTION OF INTERSTATE 10 AND STATE ROAD 81, IN PONCE DE BE2093'LEON, GO NORTHEAST ON INTERSTATE 10 FOR 2.7 MILES TO A POINT JUST BE2093'WEST OF A SWAMP. IT IS 88.5 FEET SOUTHEAST OF THE CENTERLINE OF THE BE2093'EASTBOUND LANE, 40.4 FEET SOUTHWEST OF THE WEST POST OF A TRIPLE BE2093'POST FENCE BRACE AND 17.3 FEET NORTHWEST OF THE RIGHT OF WAY FENCE. BE2093'THE MARK IS 17 FT NW FROM A WITNESS POST. BE2093 BE2093 STATION RECOVERY (2001) BE2093 BE2093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2093'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2096 *********************************************************************** BE2096 DESIGNATION - I10 75 A49 BE2096 PID - BE2096 BE2096 STATE/COUNTY- FL/HOLMES BE2096 USGS QUAD - PONCE DE LEON (1994) BE2096 BE2096 *CURRENT SURVEY CONTROL BE2096 ___________________________________________________________________ BE2096* NAD 83(1990)- 30 44 16.99222(N) 085 53 02.80446(W) ADJUSTED BE2096* NAVD 88 - 19.615 (meters) 64.35 (feet) ADJUSTED BE2096 ___________________________________________________________________ BE2096 LAPLACE CORR- -0.83 (seconds) DEFLEC99 BE2096 GEOID HEIGHT- -27.57 (meters) GEOID99 BE2096 DYNAMIC HT - 19.590 (meters) 64.27 (feet) COMP BE2096 MODELED GRAV- 979,359.1 (mgal) NAVD 88 BE2096 BE2096 HORZ ORDER - SECOND BE2096 VERT ORDER - SECOND CLASS II BE2096 BE2096.The horizontal coordinates were established by classical geodetic methods BE2096.and adjusted by the National Geodetic Survey in May 1991. BE2096 BE2096.The orthometric height was determined by differential leveling BE2096.and adjusted by the National Geodetic Survey in June 1991. BE2096 BE2096.The Laplace correction was computed from DEFLEC99 derived deflections. BE2096 BE2096.The geoid height was determined by GEOID99. BE2096 BE2096.The dynamic height is computed by dividing the NAVD 88 BE2096.geopotential number by the normal gravity value computed on the BE2096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2096.degrees latitude (g = 980.6199 gals.). BE2096 BE2096.The modeled gravity was interpolated from observed gravity values. BE2096 BE2096; North East Units Scale Converg. BE2096;SPC FL N - 193,468.232 467,454.950 MT 0.99999791 -0 41 44.0 BE2096;UTM 16 - 3,401,103.980 606,822.731 MT 0.99974076 +0 34 13.4 BE2096 BE2096: Primary Azimuth Mark Grid Az BE2096:SPC FL N - I10 75 A48 234 45 00.7 BE2096:UTM 16 - I10 75 A48 233 29 03.3 BE2096 BE2096|---------------------------------------------------------------------| BE2096| PID Reference Object Distance Geod. Az | BE2096| dddmmss.s | BE2096| BE2098 I10 75 A49 RM 1 14.628 METERS 02437 | BE2096| BE2094 I10 75 A48 APPROX. 1.2 KM 2340316.7 | BE2096| BE2097 I10 75 A49 RM 2 14.018 METERS 27401 | BE2096|---------------------------------------------------------------------| BE2096 BE2096 SUPERSEDED SURVEY CONTROL BE2096 BE2096 NAD 83(1986)- 30 44 17.00601(N) 085 53 02.81073(W) AD( ) 2 BE2096 NAD 27 - 30 44 16.32388(N) 085 53 03.04798(W) AD( ) 2 BE2096 NGVD 29 - 19.69 (m) 64.6 (f) LEVELING 3 BE2096 BE2096.Superseded values are not recommended for survey control. BE2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2096.See file dsdata.txt to determine how the superseded data were derived. BE2096 BE2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0682301104(NAD 83) BE2096_MARKER: DD = SURVEY DISK BE2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2096_STAMPING: I10 75 A49 BE2096_PROJECTION: RECESSED 10 CENTIMETERS BE2096_MAGNETIC: N = NO MAGNETIC MATERIAL BE2096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2096+STABILITY: SURFACE MOTION BE2096 BE2096 HISTORY - Date Condition Report By BE2096 HISTORY - 1975 MONUMENTED FLDT BE2096 HISTORY - 1979 GOOD FLDT BE2096 HISTORY - 20010331 GOOD NGS BE2096 BE2096 STATION DESCRIPTION BE2096 BE2096'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2096'3.4 MI EAST FROM PONCE DE LEON. BE2096'FROM THE INTERSECTION OF INTERSTATE 10 AND STATE ROAD 81, IN PONCE DE BE2096'LEON, GO NORTHEAST ON INTERSTATE 10 FOR 3.4 MILES . IT IS 86 FEET BE2096'SOUTHWEST OF THE WEST POST OF A TRIPLE POST FENCE BRACE, 68 FEET BE2096'NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANE AND 36.7 FEET BE2096'SOUTHEAST OF THE RIGHT OF WAY FENCE. BE2096'THE MARK IS 2 FT SE FROM A WITNESS POST. BE2096 BE2096 STATION RECOVERY (1979) BE2096 BE2096'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979 (CBM) BE2096'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF WESTVILLE, 3 MILES BE2096'EAST-NORTHEAST OF PONCE DE LEON AND 13 MILES NORTHWEST OF VERNON, BE2096'ABOUT 250 FEET SOUTHWEST OF A SWAMP. BE2096' BE2096'TO REACH STATION FROM THE INTERSECTION OF STATE ROAD 81 AND INTERSTATE BE2096'ROUTE 10 IN PONCE DE LEON, GO NORTHEASTERLY ON INTERSTATE ROUTE 10 FOR BE2096'2.1 MILES TO INTERSTATE ROUTE 10 BRIDGE OVER REEDY CREEK. CONTINUE BE2096'NORTHEASTERLY ON INTERSTATE ROUTE 10 FOR 1.35 MILES TO STATION ON THE BE2096'LEFT, NORTHWEST SIDE OF WESTBOUND LANE, ATOP OF BACKSLOPE AND ATOP OF BE2096'A SLIGHT RIDGE. BE2096' BE2096'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS BE2096'DISK, STAMPED---I10 75 A49---, SET IN THE TOP OF A ROUND CONCRETE BE2096'MONUMENT THAT IS 4 INCHES BELOW THE GROUND. IT IS 2.0 FEET SOUTHEAST BE2096'OF A METAL WITNESS POST, 36.7 FEET SOUTHEAST OF THE RIGHT-OF-WAY BE2096'FENCELINE, 68.0 FEET NORTHWEST OF CENTER OF THE WESTBOUND LANE OF BE2096'INTERSTATE ROUTE 10 AND 86.0 FEET SOUTHWEST OF WEST ONE OF TRIPLE BE2096'FENCE BRACE POSTS. BE2096' BE2096'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF BE2096'TRANSPORTATION BRASS DISK, STAMPED---I10 75 A49 RM NO 1---, SET IN THE BE2096'TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND. BE2096'IT IS 9.8 FEET SOUTHEAST OF A METAL WITNESS POST, 10.5 FEET SOUTHEAST BE2096'OF THE RIGHT-OF-WAY FENCELINE, 38.6 FEET SOUTHWEST OF WEST ONE OF BE2096'TRIPLE FENCE BRACE POSTS AND 95.0 FEET NORTHWEST OF CENTER OF BE2096'WESTBOUND LANE OF INTERSTATE ROUTE 10. BE2096' BE2096'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF BE2096'TRANSPORTATION BRASS DISK, STAMPED---I10 75 A49 RM NO 2---, SET IN THE BE2096'TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND. BE2096'IT IS 9.0 FEET SOUTHEAST OF A METAL WITNESS POST, 9.6 FEET SOUTHEAST BE2096'OF THE RIGHT-OF-WAY FENCELINE AND 19.0 FEET NORTHWEST OF A 6 INCH OAK BE2096'TREE. BE2096 BE2096 STATION RECOVERY (2001) BE2096 BE2096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2096'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2103 *********************************************************************** BE2103 DESIGNATION - I10 75 A51 BE2103 PID - BE2103 BE2103 STATE/COUNTY- FL/HOLMES BE2103 USGS QUAD - HINSONS CROSSROADS (1982) BE2103 BE2103 *CURRENT SURVEY CONTROL BE2103 ___________________________________________________________________ BE2103* NAD 83(1990)- 30 44 46.34805(N) 085 52 08.93160(W) ADJUSTED BE2103* NAVD 88 - 19.446 (meters) 63.80 (feet) ADJUSTED BE2103 ___________________________________________________________________ BE2103 LAPLACE CORR- -0.86 (seconds) DEFLEC99 BE2103 GEOID HEIGHT- -27.58 (meters) GEOID99 BE2103 DYNAMIC HT - 19.421 (meters) 63.72 (feet) COMP BE2103 MODELED GRAV- 979,360.6 (mgal) NAVD 88 BE2103 BE2103 HORZ ORDER - SECOND BE2103 VERT ORDER - SECOND CLASS II BE2103 BE2103.The horizontal coordinates were established by classical geodetic methods BE2103.and adjusted by the National Geodetic Survey in May 1991. BE2103 BE2103.The orthometric height was determined by differential leveling BE2103.and adjusted by the National Geodetic Survey in June 1991. BE2103 BE2103.The Laplace correction was computed from DEFLEC99 derived deflections. BE2103 BE2103.The geoid height was determined by GEOID99. BE2103 BE2103.The dynamic height is computed by dividing the NAVD 88 BE2103.geopotential number by the normal gravity value computed on the BE2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2103.degrees latitude (g = 980.6199 gals.). BE2103 BE2103.The modeled gravity was interpolated from observed gravity values. BE2103 BE2103; North East Units Scale Converg. BE2103;SPC FL N - 194,354.900 468,898.781 MT 0.99999933 -0 41 16.9 BE2103;UTM 16 - 3,402,022.099 608,246.253 MT 0.99974454 +0 34 41.5 BE2103 BE2103: Primary Azimuth Mark Grid Az BE2103:SPC FL N - I10 75 A50 237 34 01.3 BE2103:UTM 16 - I10 75 A50 236 18 02.9 BE2103 BE2103|---------------------------------------------------------------------| BE2103| PID Reference Object Distance Geod. Az | BE2103| dddmmss.s | BE2103| BE2104 I10 75 A51 RM 1 12.781 METERS 04144 | BE2103| BE2100 I10 75 A50 APPROX. 0.9 KM 2365244.4 | BE2103| BE2102 I10 75 A51 RM 2 13.960 METERS 25027 | BE2103|---------------------------------------------------------------------| BE2103 BE2103 SUPERSEDED SURVEY CONTROL BE2103 BE2103 NAD 83(1986)- 30 44 46.36299(N) 085 52 08.93857(W) AD( ) 2 BE2103 NAD 27 - 30 44 45.68056(N) 085 52 09.17665(W) AD( ) 2 BE2103 NGVD 29 - 19.52 (m) 64.0 (f) LEVELING 3 BE2103 BE2103.Superseded values are not recommended for survey control. BE2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2103.See file dsdata.txt to determine how the superseded data were derived. BE2103 BE2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0824602022(NAD 83) BE2103_MARKER: DD = SURVEY DISK BE2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2103_STAMPING: I10 75 A51 BE2103_PROJECTION: RECESSED 3 CENTIMETERS BE2103_MAGNETIC: N = NO MAGNETIC MATERIAL BE2103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2103+STABILITY: SURFACE MOTION BE2103 BE2103 HISTORY - Date Condition Report By BE2103 HISTORY - 1975 MONUMENTED FLDT BE2103 HISTORY - 1979 GOOD FLDT BE2103 HISTORY - 20010331 GOOD NGS BE2103 BE2103 STATION DESCRIPTION BE2103 BE2103'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2103'4.4 MI EAST FROM PONCE DE LEON. BE2103'FROM THE INTERSECTION OF INTERSTATE 10 AND STATE ROAD 81, IN PONCE DE BE2103'LEON, GO NORTHEAST ON INTERSTATE 10 FOR 4.4 MILES. IT IS 72.5 FEET BE2103'EAST OF THE EAST POST OF A TRIPLE POST FENCE BRACE, 70.6 FEET BE2103'NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANE AND 9.8 FEET BE2103'SOUTHEAST OF A TRIPLE BOLE OAK TREE. BE2103'THE MARK IS 2 FT SE FROM A WITNESS POST. BE2103 BE2103 STATION RECOVERY (1979) BE2103 BE2103'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979 (CBM) BE2103'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF CARYVILLE, 2 MILES BE2103'SOUTH-SOUTHWEST OF WESTVILLE, 4-1/4 MILES EAST-NORTHEAST OF BE2103'DE FUNIAK SPRINGS AND 12-1/2 MILES NORTHWEST OF VERNON, ABOUT 0.1 MILE BE2103'SOUTHWEST OF A CROSS DRAIN UNDER INTERSTATE ROUTE 10. BE2103' BE2103'TO REACH STATION FROM THE INTERSECTION OF COUNTY ROAD 279 AND BE2103'INTERSTATE ROUTE 10 ABOUT 1 MILE SOUTH OF CARYVILLE, GO WESTERLY ON BE2103'INTERSTATE ROUTE 10 FOR 2.4 MILES TO COUNTY ROAD 181 BRIDGE OVER BE2103'INTERSTATE ROUTE 10. CONTINUE WESTERLY ON INTERSTATE ROUTE 10 FOR 1.1 BE2103'MILES TO STATION ON THE RIGHT, NORTHWEST SIDE OF WESTBOUND LANE, ATOP BE2103'OF BACKSLOPE AND NEAR TOP OF A SLIGHT RIDGE. BE2103' BE2103'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS BE2103'DISK, STAMPED---I10 75 A51---, SET IN THE TOP OF A ROUND CONCRETE BE2103'MONUMENT THAT IS 1 INCH BELOW THE GROUND. IT IS 2.1 FEET SOUTHEAST OF BE2103'A METAL WITNESS POST, 9.8 FEET SOUTHEAST OF A TRIPLE BOLE OAK TREE, BE2103'70.6 FEET NORTHWEST OF CENTER OF WESTBOUND LANE OF INTERSTATE ROUTE 10 BE2103'AND 72.5 FEET EAST OF EASTERNMOST TRIPLE FENCE BRACE POST. BE2103' BE2103'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF BE2103'TRANSPORTATION BRASS DISK, STAMPED---I10 75 A51 RM NO 1---, SET IN THE BE2103'TOP OF A ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND. BE2103'IT IS 2.1 FEET SOUTHEAST OF A METAL WITNESS POST, 35.3 FEET EAST OF A BE2103'12 INCH PINE TREE AND 82.3 FEET NORTHWEST OF CENTER OF WESTBOUND LANE BE2103'OF INTERSTATE ROUTE 10. BE2103' BE2103'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF BE2103'TRANSPORTATION BRASS DISK, STAMPED---I10 75 A51 RM NO 2---, SET IN THE BE2103'TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND. BE2103'IT IS 2.3 FEET SOUTHEAST OF A METAL WITNESS POST, 31.0 FEET SOUTHEAST BE2103'OF EASTERNMOST ONE OF TRIPLE FENCE BRACE POSTS AND 80.5 FEET NORTHWEST BE2103'OF CENTER OF WESTBOUND LANE OF INTERSTATE ROUTE 10. BE2103 BE2103 STATION RECOVERY (2001) BE2103 BE2103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2103'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2102 *********************************************************************** BE2102 DESIGNATION - I10 75 A51 RM 2 BE2102 PID - BE2102 BE2102 STATE/COUNTY- FL/HOLMES BE2102 USGS QUAD - HINSONS CROSSROADS (1982) BE2102 BE2102 *CURRENT SURVEY CONTROL BE2102 ___________________________________________________________________ BE2102* NAD 83(1986)- 30 44 47. (N) 085 52 09. (W) SCALED BE2102* NAVD 88 - 19.667 (meters) 64.52 (feet) ADJUSTED BE2102 ___________________________________________________________________ BE2102 GEOID HEIGHT- -27.58 (meters) GEOID99 BE2102 DYNAMIC HT - 19.642 (meters) 64.44 (feet) COMP BE2102 MODELED GRAV- 979,360.6 (mgal) NAVD 88 BE2102 BE2102 VERT ORDER - SECOND CLASS II BE2102 BE2102.The horizontal coordinates were scaled from a topographic map and have BE2102.an estimated accuracy of +/- 6 seconds. BE2102 BE2102.The orthometric height was determined by differential leveling BE2102.and adjusted by the National Geodetic Survey in June 1991. BE2102 BE2102.The geoid height was determined by GEOID99. BE2102 BE2102.The dynamic height is computed by dividing the NAVD 88 BE2102.geopotential number by the normal gravity value computed on the BE2102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2102.degrees latitude (g = 980.6199 gals.). BE2102 BE2102.The modeled gravity was interpolated from observed gravity values. BE2102 BE2102; North East Units Estimated Accuracy BE2102;SPC FL N - 194,380. 468,900. MT (+/- 180 meters Scaled) BE2102 BE2102 SUPERSEDED SURVEY CONTROL BE2102 BE2102.No superseded survey control is available for this station. BE2102 BE2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV082020(NAD 83) BE2102_MARKER: DD = SURVEY DISK BE2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2102_STAMPING: I10 75 A51 RM NO 2 BE2102_PROJECTION: RECESSED 5 CENTIMETERS BE2102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2102+STABILITY: SURFACE MOTION BE2102 BE2102 HISTORY - Date Condition Report By BE2102 HISTORY - 1975 MONUMENTED FLDT BE2102 HISTORY - 20010331 GOOD NGS BE2102 BE2102 STATION DESCRIPTION BE2102 BE2102'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2102'4.4 MI EAST FROM PONCE DE LEON. BE2102'FROM THE INTERSECTION OF INTERSTATE 10 AND STATE ROAD 81, IN PONCE DE BE2102'LEON, GO NORTHEASTERLY ON INTERSTATE 10 FOR 4.4 MILES. IT IS 80.5 BE2102'FEET NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANE AND 31 FEET BE2102'SOUTHEAST OF THE EAST POST OF A TRIPLE POST FENCE BRACE. BE2102'THE MARK IS 2 FT SE FROM A WITNESS POST. BE2102 BE2102 STATION RECOVERY (2001) BE2102 BE2102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2102'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2106 *********************************************************************** BE2106 DESIGNATION - I10 75 A52 BE2106 PID - BE2106 BE2106 STATE/COUNTY- FL/HOLMES BE2106 USGS QUAD - CARYVILLE (1982) BE2106 BE2106 *CURRENT SURVEY CONTROL BE2106 ___________________________________________________________________ BE2106* NAD 83(1990)- 30 45 07.41430(N) 085 51 23.53818(W) ADJUSTED BE2106* NAVD 88 - 19.680 (meters) 64.57 (feet) ADJUSTED BE2106 ___________________________________________________________________ BE2106 LAPLACE CORR- -0.84 (seconds) DEFLEC99 BE2106 GEOID HEIGHT- -27.58 (meters) GEOID99 BE2106 DYNAMIC HT - 19.655 (meters) 64.48 (feet) COMP BE2106 MODELED GRAV- 979,361.7 (mgal) NAVD 88 BE2106 BE2106 HORZ ORDER - SECOND BE2106 VERT ORDER - SECOND CLASS II BE2106 BE2106.The horizontal coordinates were established by classical geodetic methods BE2106.and adjusted by the National Geodetic Survey in May 1991. BE2106 BE2106.The orthometric height was determined by differential leveling BE2106.and adjusted by the National Geodetic Survey in June 1991. BE2106 BE2106.The Laplace correction was computed from DEFLEC99 derived deflections. BE2106 BE2106.The geoid height was determined by GEOID99. BE2106 BE2106.The dynamic height is computed by dividing the NAVD 88 BE2106.geopotential number by the normal gravity value computed on the BE2106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2106.degrees latitude (g = 980.6199 gals.). BE2106 BE2106.The modeled gravity was interpolated from observed gravity values. BE2106 BE2106; North East Units Scale Converg. BE2106;SPC FL N - 194,989.176 470,113.831 MT 1.00000037 -0 40 54.1 BE2106;UTM 16 - 3,402,682.904 609,446.684 MT 0.99974776 +0 35 05.1 BE2106 BE2106: Primary Azimuth Mark Grid Az BE2106:SPC FL N - I10 75 A51 242 26 05.1 BE2106:UTM 16 - I10 75 A51 241 10 05.9 BE2106 BE2106|---------------------------------------------------------------------| BE2106| PID Reference Object Distance Geod. Az | BE2106| dddmmss.s | BE2106| BE2107 I10 75 A52 RM 1 14.225 METERS 05759 | BE2106| BE2103 I10 75 A51 APPROX. 1.4 KM 2414511.0 | BE2106| BE2105 I10 75 A52 RM 2 13.637 METERS 28150 | BE2106|---------------------------------------------------------------------| BE2106 BE2106 SUPERSEDED SURVEY CONTROL BE2106 BE2106 NAD 83(1986)- 30 45 07.42996(N) 085 51 23.54551(W) AD( ) 2 BE2106 NAD 27 - 30 45 06.74733(N) 085 51 23.78448(W) AD( ) 2 BE2106 NGVD 29 - 19.76 (m) 64.8 (f) LEVELING 3 BE2106 BE2106.Superseded values are not recommended for survey control. BE2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2106.See file dsdata.txt to determine how the superseded data were derived. BE2106 BE2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0944702683(NAD 83) BE2106_MARKER: DD = SURVEY DISK BE2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2106_STAMPING: I10 75 A52 BE2106_PROJECTION: RECESSED 10 CENTIMETERS BE2106_MAGNETIC: N = NO MAGNETIC MATERIAL BE2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2106+STABILITY: SURFACE MOTION BE2106 BE2106 HISTORY - Date Condition Report By BE2106 HISTORY - 1975 MONUMENTED FLDT BE2106 HISTORY - 1979 GOOD FLDT BE2106 HISTORY - 20010331 GOOD NGS BE2106 BE2106 STATION DESCRIPTION BE2106 BE2106'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2106'3.6 MI SW FROM CARYVILLE. BE2106'FROM THE JUNCTION OF COUNTY ROAD C 279 AND US 90, IN CARYVILLE, GO BE2106'SOUTH ON COUNTY ROAD C 279 FOR 1.1 MILES TO ITS INTERSECTION WITH BE2106'INTERSTATE 10, GO WESTERLY ON INTERSTATE 10 FOR 2.5 MILES. IT IS 76.5 BE2106'NORTH OF THE CENTERLINE OF THE WESTBOUND LANE AND 28.4 FEET SOUTH OF BE2106'THE CENTER POST OF A TRIPLE POST FENCE BRACE IN THE RIGHT OF WAY FENCE BE2106'THE MARK IS 3 FT N FROM A WITNESS POST. BE2106 BE2106 STATION RECOVERY (1979) BE2106 BE2106'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979 (CBM) BE2106'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF CARYVILLE, 5 MILES BE2106'NORTHEAST OF PONCE DE LEON AND 12-1/4 MILES NORTHWEST OF VERNON, ON BE2106'INTERSTATE ROUTE 10 RIGHT-OF-WAY. BE2106' BE2106'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND BE2106'COUNTY ROAD 279 ABOUT 1 MILE SOUTH OF CARYVILLE, GO WESTERLY ON BE2106'INTERSTATE ROUTE 10 FOR 2.4 MILES TO COUNTY ROAD 181 BRIDGE OVER BE2106'INTERSTATE ROUTE 10. CONTINUE WESTERLY ON INTERSTATE ROUTE 10 FOR BE2106'0.35 MILE TO STATION ON THE RIGHT, ON THE NORTH SIDE OF WESTBOUND LANE BE2106'ATOP OF BACKSLOPE AND NEAR THE EAST END OF A CURVE. BE2106' BE2106'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS BE2106'DISK, STAMPED---I10 75 A52---, SET IN THE TOP OF A ROUND CONCRETE BE2106'MONUMENT THAT IS 4 INCHES BELOW THE GROUND. IT IS 3.0 FEET NORTH OF A BE2106'METAL WITNESS POST, 28.4 FEET SOUTH OF CENTER ONE OF TRIPLE FENCE BE2106'BRACE POSTS AND 76.5 FEET NORTH OF CENTER OF WESTBOUND LANE OF BE2106'INTERSTATE ROUTE 10. BE2106' BE2106'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF BE2106'TRANSPORTATION BRASS DISK, STAMPED---I10 75 A52 RM NO 1---, SET IN THE BE2106'TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND. BE2106'IT IS 10.3 FEET SOUTH OF A METAL WITNESS POST, 11.0 FEET SOUTH OF THE BE2106'RIGHT-OF-WAY FENCELINE, 31.7 FEET EAST OF EAST ONE OF TRIPLE FENCE BE2106'BRACE POSTS AND 94.0 FEET NORTH OF CENTER OF WESTBOUND LANE OF BE2106'INTERSTATE ROUTE 10. BE2106' BE2106'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF BE2106'TRANSPORTATION BRASS DISK, STAMPED---I10 75 A52 RM NO 2---, SET IN THE BE2106'TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND. BE2106'IT IS 12.0 FEET SOUTH OF THE RIGHT-OF-WAY FENCELINE, 11.7 FEET SOUTH BE2106'OF A METAL WITNESS POST, 39.7 FEET SOUTHWEST OF WEST ONE OF TRIPLE BE2106'FENCE BRACE POSTS AND 91.0 FEET NORTH OF CENTER OF WESTBOUND LANE OF BE2106'INTERSTATE ROUTE 10. BE2106 BE2106 STATION RECOVERY (2001) BE2106 BE2106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2106'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2107 *********************************************************************** BE2107 DESIGNATION - I10 75 A52 RM 1 BE2107 PID - BE2107 BE2107 STATE/COUNTY- FL/HOLMES BE2107 USGS QUAD - CARYVILLE (1982) BE2107 BE2107 *CURRENT SURVEY CONTROL BE2107 ___________________________________________________________________ BE2107* NAD 83(1986)- 30 45 08. (N) 085 51 24. (W) SCALED BE2107* NAVD 88 - 19.869 (meters) 65.19 (feet) ADJUSTED BE2107 ___________________________________________________________________ BE2107 GEOID HEIGHT- -27.58 (meters) GEOID99 BE2107 DYNAMIC HT - 19.844 (meters) 65.10 (feet) COMP BE2107 MODELED GRAV- 979,361.7 (mgal) NAVD 88 BE2107 BE2107 VERT ORDER - SECOND CLASS II BE2107 BE2107.The horizontal coordinates were scaled from a topographic map and have BE2107.an estimated accuracy of +/- 6 seconds. BE2107 BE2107.The orthometric height was determined by differential leveling BE2107.and adjusted by the National Geodetic Survey in June 1991. BE2107 BE2107.The geoid height was determined by GEOID99. BE2107 BE2107.The dynamic height is computed by dividing the NAVD 88 BE2107.geopotential number by the normal gravity value computed on the BE2107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2107.degrees latitude (g = 980.6199 gals.). BE2107 BE2107.The modeled gravity was interpolated from observed gravity values. BE2107 BE2107; North East Units Estimated Accuracy BE2107;SPC FL N - 195,010. 470,100. MT (+/- 180 meters Scaled) BE2107 BE2107 SUPERSEDED SURVEY CONTROL BE2107 BE2107.No superseded survey control is available for this station. BE2107 BE2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV094027(NAD 83) BE2107_MARKER: DD = SURVEY DISK BE2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2107_STAMPING: I10 75 A52 RM NO 1 BE2107_PROJECTION: RECESSED 5 CENTIMETERS BE2107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2107+STABILITY: SURFACE MOTION BE2107 BE2107 HISTORY - Date Condition Report By BE2107 HISTORY - 1975 MONUMENTED FLDT BE2107 HISTORY - 20010331 GOOD NGS BE2107 BE2107 STATION DESCRIPTION BE2107 BE2107'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2107'3.6 MI SW FROM CARYVILLE. BE2107'FROM THE JUNCTION OF COUNTY ROAD C 279 AND US 90, IN CARYVILLE, GO BE2107'SOUTH ON COUNTY ROAD C 279 FOR 1.1 MILES TO THE INTERSECTION OF BE2107'INTERSTATE 10, GO WESTERLY ON INTERSTATE 10 FOR 2.5 MILES. IT IS 94 BE2107'FEET NORTH OF THE CENTERLINE OF THE WESTBOUND LANE, 31.7 FEET EAST BE2107'OF THE EAST POST OF A TRIPLE POST FENCE BRACE IN THE NORTH RIGHT OF BE2107'WAY FENCE AND 11 FEET SOUTH OF THE RIGHT OF WAY FENCE. BE2107'THE MARK IS 10 FT S FROM A WITNESS POST. BE2107 BE2107 STATION RECOVERY (2001) BE2107 BE2107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2107'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2105 *********************************************************************** BE2105 DESIGNATION - I10 75 A52 RM 2 BE2105 PID - BE2105 BE2105 STATE/COUNTY- FL/HOLMES BE2105 USGS QUAD - CARYVILLE (1982) BE2105 BE2105 *CURRENT SURVEY CONTROL BE2105 ___________________________________________________________________ BE2105* NAD 83(1986)- 30 45 08. (N) 085 51 24. (W) SCALED BE2105* NAVD 88 - 19.367 (meters) 63.54 (feet) ADJUSTED BE2105 ___________________________________________________________________ BE2105 GEOID HEIGHT- -27.58 (meters) GEOID99 BE2105 DYNAMIC HT - 19.343 (meters) 63.46 (feet) COMP BE2105 MODELED GRAV- 979,361.7 (mgal) NAVD 88 BE2105 BE2105 VERT ORDER - SECOND CLASS II BE2105 BE2105.The horizontal coordinates were scaled from a topographic map and have BE2105.an estimated accuracy of +/- 6 seconds. BE2105 BE2105.The orthometric height was determined by differential leveling BE2105.and adjusted by the National Geodetic Survey in June 1991. BE2105 BE2105.The geoid height was determined by GEOID99. BE2105 BE2105.The dynamic height is computed by dividing the NAVD 88 BE2105.geopotential number by the normal gravity value computed on the BE2105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2105.degrees latitude (g = 980.6199 gals.). BE2105 BE2105.The modeled gravity was interpolated from observed gravity values. BE2105 BE2105; North East Units Estimated Accuracy BE2105;SPC FL N - 195,010. 470,100. MT (+/- 180 meters Scaled) BE2105 BE2105 SUPERSEDED SURVEY CONTROL BE2105 BE2105.No superseded survey control is available for this station. BE2105 BE2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV094027(NAD 83) BE2105_MARKER: DD = SURVEY DISK BE2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2105_STAMPING: I10 75 A52 RM NO 2 BE2105_PROJECTION: RECESSED 5 CENTIMETERS BE2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2105+STABILITY: SURFACE MOTION BE2105 BE2105 HISTORY - Date Condition Report By BE2105 HISTORY - 1975 MONUMENTED FLDT BE2105 HISTORY - 20010331 GOOD NGS BE2105 BE2105 STATION DESCRIPTION BE2105 BE2105'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2105'3.6 MI SW FROM CARYVILLE. BE2105'FROM THE JUNCTION OF COUNTY ROAD C 279 AND US 90, IN CARYVILLE, GO BE2105'SOUTH ON COUNTY ROAD C 279 FOR 1.1 MILES TO THE INTERSECTION OF BE2105'INTERSTATE 10, GO WESTERLY ON INTERSTATE 10 FOR 2.5 MILES. IT IS 91 BE2105'FEET NORTH OF THE CENTERLINE OF THE WESTBOUND LANE, 39.7 FEET BE2105'SOUTHWEST OF THE WEST POST OF A TRIPLE POST FENCE BRACE IN THE NORTH BE2105'RIGHT OF WAY FENCE AND 12 FEET SOUTH OF THE RIGHT OF WAY FENCE ALSO BE2105'5.2 MILES EAST OF PONCE DE LEON. BE2105'THE MARK IS 12 FT S FROM A WITNESS POST. BE2105 BE2105 STATION RECOVERY (2001) BE2105 BE2105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2105'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2043 *********************************************************************** BE2043 DESIGNATION - I10 C 14 BE2043 PID - BE2043 BE2043 STATE/COUNTY- FL/HOLMES BE2043 USGS QUAD - PONCE DE LEON (1994) BE2043 BE2043 *CURRENT SURVEY CONTROL BE2043 ___________________________________________________________________ BE2043* NAD 83(1986)- 30 42 31. (N) 085 56 53. (W) SCALED BE2043* NAVD 88 - 21.576 (meters) 70.79 (feet) ADJUSTED BE2043 ___________________________________________________________________ BE2043 GEOID HEIGHT- -27.55 (meters) GEOID99 BE2043 DYNAMIC HT - 21.548 (meters) 70.70 (feet) COMP BE2043 MODELED GRAV- 979,351.8 (mgal) NAVD 88 BE2043 BE2043 VERT ORDER - SECOND CLASS II BE2043 BE2043.The horizontal coordinates were scaled from a topographic map and have BE2043.an estimated accuracy of +/- 6 seconds. BE2043 BE2043.The orthometric height was determined by differential leveling BE2043.and adjusted by the National Geodetic Survey in June 1991. BE2043 BE2043.The geoid height was determined by GEOID99. BE2043 BE2043.The dynamic height is computed by dividing the NAVD 88 BE2043.geopotential number by the normal gravity value computed on the BE2043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2043.degrees latitude (g = 980.6199 gals.). BE2043 BE2043.The modeled gravity was interpolated from observed gravity values. BE2043 BE2043; North East Units Estimated Accuracy BE2043;SPC FL N - 190,280. 461,290. MT (+/- 180 meters Scaled) BE2043 BE2043 SUPERSEDED SURVEY CONTROL BE2043 BE2043.No superseded survey control is available for this station. BE2043 BE2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU007977(NAD 83) BE2043_MARKER: DD = SURVEY DISK BE2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2043_STAMPING: BM I10 C14 BE2043_PROJECTION: RECESSED 5 CENTIMETERS BE2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2043+STABILITY: SURFACE MOTION BE2043 BE2043 HISTORY - Date Condition Report By BE2043 HISTORY - 1975 MONUMENTED FLDT BE2043 HISTORY - 20010331 GOOD NGS BE2043 BE2043 STATION DESCRIPTION BE2043 BE2043'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2043'PONCE DE LEON. BE2043'FROM THE INTERSECTION OF INTERSTATE 10 AND STATE ROAD 81, IN PONCE DE BE2043'LEON, GO SOUTHWEST ON INTERSTATE 10 FOR 0.7 MILE. IT IS 88.6 FEET BE2043'SOUTHWEST OF THE WEST END OF A CONCRETE DRAINAGE DITCH, 68 FEET BE2043'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANE AND 24 FEET WEST BE2043'OF A 5 INCH PINE TREE. BE2043'THE MARK IS 2 FT SE FROM A WITNESS POST. BE2043 BE2043 STATION RECOVERY (2001) BE2043 BE2043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2043'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2080 *********************************************************************** BE2080 DESIGNATION - I10 D 14 BE2080 PID - BE2080 BE2080 STATE/COUNTY- FL/HOLMES BE2080 USGS QUAD - PONCE DE LEON (1994) BE2080 BE2080 *CURRENT SURVEY CONTROL BE2080 ___________________________________________________________________ BE2080* NAD 83(1986)- 30 42 49. (N) 085 56 09. (W) SCALED BE2080* NAVD 88 - 28.031 (meters) 91.97 (feet) ADJUSTED BE2080 ___________________________________________________________________ BE2080 GEOID HEIGHT- -27.55 (meters) GEOID99 BE2080 DYNAMIC HT - 27.995 (meters) 91.85 (feet) COMP BE2080 MODELED GRAV- 979,353.3 (mgal) NAVD 88 BE2080 BE2080 VERT ORDER - SECOND CLASS II BE2080 BE2080.The horizontal coordinates were scaled from a topographic map and have BE2080.an estimated accuracy of +/- 6 seconds. BE2080 BE2080.The orthometric height was determined by differential leveling BE2080.and adjusted by the National Geodetic Survey in June 1991. BE2080 BE2080.The geoid height was determined by GEOID99. BE2080 BE2080.The dynamic height is computed by dividing the NAVD 88 BE2080.geopotential number by the normal gravity value computed on the BE2080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2080.degrees latitude (g = 980.6199 gals.). BE2080 BE2080.The modeled gravity was interpolated from observed gravity values. BE2080 BE2080; North East Units Estimated Accuracy BE2080;SPC FL N - 190,820. 462,470. MT (+/- 180 meters Scaled) BE2080 BE2080 SUPERSEDED SURVEY CONTROL BE2080 BE2080.No superseded survey control is available for this station. BE2080 BE2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU018983(NAD 83) BE2080_MARKER: DD = SURVEY DISK BE2080_SETTING: 32 = CONCRETE HEADWALL BE2080_STAMPING: BM I10 D14 BE2080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2080+STABILITY: SURFACE MOTION BE2080 BE2080 HISTORY - Date Condition Report By BE2080 HISTORY - 1975 MONUMENTED FLDT BE2080 HISTORY - 20010331 MARK NOT FOUND NGS BE2080 BE2080 STATION DESCRIPTION BE2080 BE2080'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2080'PONCE DE LEON. BE2080'THE MARK IS LOCATED AT THE INTERSTATE ROUTE 10 OVERPASS OVER STATE BE2080'ROAD 81, IN PONCE DE LEON. IT IS SET IN THE TOP NORTHEAST END OF THE BE2080'SOUTHEAST CONCRETE GUARDRAIL OF THE WESTBOUND BRIDGE, 19 FEET BE2080'SOUTHEAST OF THE CENTERLINE OF THE WESTBOUND LANE AND 4.4 FEET BE2080'SOUTHWEST OF THE NORTHEAST END OF THE CONCRETE GUARDRAIL. BE2080 BE2080 STATION RECOVERY (2001) BE2080 BE2080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2080'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2081 *********************************************************************** BE2081 DESIGNATION - I10 E 14 BE2081 PID - BE2081 BE2081 STATE/COUNTY- FL/HOLMES BE2081 USGS QUAD - PONCE DE LEON (1994) BE2081 BE2081 *CURRENT SURVEY CONTROL BE2081 ___________________________________________________________________ BE2081* NAD 83(1986)- 30 43 05. (N) 085 55 43. (W) SCALED BE2081* NAVD 88 - 18.532 (meters) 60.80 (feet) ADJUSTED BE2081 ___________________________________________________________________ BE2081 GEOID HEIGHT- -27.56 (meters) GEOID99 BE2081 DYNAMIC HT - 18.508 (meters) 60.72 (feet) COMP BE2081 MODELED GRAV- 979,354.3 (mgal) NAVD 88 BE2081 BE2081 VERT ORDER - SECOND CLASS II BE2081 BE2081.The horizontal coordinates were scaled from a topographic map and have BE2081.an estimated accuracy of +/- 6 seconds. BE2081 BE2081.The orthometric height was determined by differential leveling BE2081.and adjusted by the National Geodetic Survey in June 1991. BE2081 BE2081.The geoid height was determined by GEOID99. BE2081 BE2081.The dynamic height is computed by dividing the NAVD 88 BE2081.geopotential number by the normal gravity value computed on the BE2081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2081.degrees latitude (g = 980.6199 gals.). BE2081 BE2081.The modeled gravity was interpolated from observed gravity values. BE2081 BE2081; North East Units Estimated Accuracy BE2081;SPC FL N - 191,300. 463,170. MT (+/- 180 meters Scaled) BE2081 BE2081 SUPERSEDED SURVEY CONTROL BE2081 BE2081.No superseded survey control is available for this station. BE2081 BE2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU025988(NAD 83) BE2081_MARKER: DD = SURVEY DISK BE2081_SETTING: 36 = CONCRETE BRIDGE CURB BE2081_STAMPING: BM I10 E14 BE2081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2081 BE2081 HISTORY - Date Condition Report By BE2081 HISTORY - 1975 MONUMENTED FLDT BE2081 HISTORY - 20010331 MARK NOT FOUND NGS BE2081 BE2081 STATION DESCRIPTION BE2081 BE2081'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2081'PONCE DE LEON. BE2081'FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND STATE ROAD 81, IN BE2081'PONCE DE LEON, GO NORTHEAST ON INTERSTATE ROUTE 10 FOR 0.4 MILE TO THE BE2081'EASTBOUND BRIDGE OVER SANDY CREEK. IT IS SET IN THE TOP SOUTHWEST BE2081'CONCRETE CURB OF THE EASTBOUND BRIDGE, 30.2 FEET SOUTEAST OF THE BE2081'CENTERLINE OF THE EASTBOUND LANE AND 7.7 FEET NORTHEAST OF THE BE2081'SOUTHWEST END OF THE EASTBOUND BRIDGE. BE2081 BE2081 STATION RECOVERY (2001) BE2081 BE2081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2081'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2082 *********************************************************************** BE2082 DESIGNATION - I10 F 14 BE2082 PID - BE2082 BE2082 STATE/COUNTY- FL/HOLMES BE2082 USGS QUAD - PONCE DE LEON (1994) BE2082 BE2082 *CURRENT SURVEY CONTROL BE2082 ___________________________________________________________________ BE2082* NAD 83(1986)- 30 43 05. (N) 085 55 43. (W) SCALED BE2082* NAVD 88 - 18.587 (meters) 60.98 (feet) ADJUSTED BE2082 ___________________________________________________________________ BE2082 GEOID HEIGHT- -27.56 (meters) GEOID99 BE2082 DYNAMIC HT - 18.563 (meters) 60.90 (feet) COMP BE2082 MODELED GRAV- 979,354.3 (mgal) NAVD 88 BE2082 BE2082 VERT ORDER - SECOND CLASS II BE2082 BE2082.The horizontal coordinates were scaled from a topographic map and have BE2082.an estimated accuracy of +/- 6 seconds. BE2082 BE2082.The orthometric height was determined by differential leveling BE2082.and adjusted by the National Geodetic Survey in June 1991. BE2082 BE2082.The geoid height was determined by GEOID99. BE2082 BE2082.The dynamic height is computed by dividing the NAVD 88 BE2082.geopotential number by the normal gravity value computed on the BE2082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2082.degrees latitude (g = 980.6199 gals.). BE2082 BE2082.The modeled gravity was interpolated from observed gravity values. BE2082 BE2082; North East Units Estimated Accuracy BE2082;SPC FL N - 191,300. 463,170. MT (+/- 180 meters Scaled) BE2082 BE2082 SUPERSEDED SURVEY CONTROL BE2082 BE2082.No superseded survey control is available for this station. BE2082 BE2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU025988(NAD 83) BE2082_MARKER: DD = SURVEY DISK BE2082_SETTING: 36 = CONCRETE BRIDGE CURB BE2082_STAMPING: BM I10 F14 BE2082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2082 BE2082 HISTORY - Date Condition Report By BE2082 HISTORY - 1975 MONUMENTED FLDT BE2082 HISTORY - 20010331 MARK NOT FOUND NGS BE2082 BE2082 STATION DESCRIPTION BE2082 BE2082'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2082'POMCE DE LEON. BE2082'FROM THE INTERSECTION OF INTERSTATE 10 AND STATE ROAD 81, IN PONCE DE BE2082'LEON, GO NORTHEAST ON INTERSTATE 10 FOR 0.4 MILE TO THE WESTBOUND BE2082'BRIDGE OVER SANDY CREEK. IT IS SET IN THE TOP NORTHEAST BE2082'CONCRETE CURB OF THE WESTBOUND BRIDGE, 23.3 FEET NORTHWEST OF THE BE2082'CENTERLINE OF THE WESTBOUND LANE AND 7.7 FEET SOUTHWEST OF THE BE2082'NORTHEAST END OF THE WESTBOUND BRIDGE. BE2082 BE2082 STATION RECOVERY (2001) BE2082 BE2082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2082'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2083 *********************************************************************** BE2083 DESIGNATION - I10 G 14 BE2083 PID - BE2083 BE2083 STATE/COUNTY- FL/HOLMES BE2083 USGS QUAD - PONCE DE LEON (1994) BE2083 BE2083 *CURRENT SURVEY CONTROL BE2083 ___________________________________________________________________ BE2083* NAD 83(1986)- 30 43 06. (N) 085 55 39. (W) SCALED BE2083* NAVD 88 - 25.250 (meters) 82.84 (feet) ADJUSTED BE2083 ___________________________________________________________________ BE2083 GEOID HEIGHT- -27.56 (meters) GEOID99 BE2083 DYNAMIC HT - 25.217 (meters) 82.73 (feet) COMP BE2083 MODELED GRAV- 979,354.4 (mgal) NAVD 88 BE2083 BE2083 VERT ORDER - SECOND CLASS II BE2083 BE2083.The horizontal coordinates were scaled from a topographic map and have BE2083.an estimated accuracy of +/- 6 seconds. BE2083 BE2083.The orthometric height was determined by differential leveling BE2083.and adjusted by the National Geodetic Survey in June 1991. BE2083 BE2083.The geoid height was determined by GEOID99. BE2083 BE2083.The dynamic height is computed by dividing the NAVD 88 BE2083.geopotential number by the normal gravity value computed on the BE2083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2083.degrees latitude (g = 980.6199 gals.). BE2083 BE2083.The modeled gravity was interpolated from observed gravity values. BE2083 BE2083; North East Units Estimated Accuracy BE2083;SPC FL N - 191,330. 463,270. MT (+/- 180 meters Scaled) BE2083 BE2083 SUPERSEDED SURVEY CONTROL BE2083 BE2083.No superseded survey control is available for this station. BE2083 BE2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU026988(NAD 83) BE2083_MARKER: DD = SURVEY DISK BE2083_SETTING: 36 = CONCRETE BRIDGE CURB BE2083_STAMPING: BM I10 G14 BE2083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2083 BE2083 HISTORY - Date Condition Report By BE2083 HISTORY - 1975 MONUMENTED FLDT BE2083 HISTORY - 20010331 GOOD NGS BE2083 BE2083 STATION DESCRIPTION BE2083 BE2083'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2083'PONCE DE LEON. BE2083'FROM THE INTERSECTION OF INTERSTATE 10 AND STATE ROAD 81, IN PONCE DE BE2083'LEON, GO NORTHEAST ON INTERSTATE 10 FOR 0.6 MILE TO THE COUNTY ROAD BE2083'181A OVERPASS. IT IS SET IN THE TOP SOUTHEAST CONCRETE CURB OF BE2083'OVERPASS, 18.5 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 181A, AND BE2083'13.5 FEET NORTH OF THE SOUTHEAST CORNER OF BRIDGE. BE2083 BE2083 STATION RECOVERY (2001) BE2083 BE2083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2083'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2084 *********************************************************************** BE2084 DESIGNATION - I10 H 14 BE2084 PID - BE2084 BE2084 STATE/COUNTY- FL/HOLMES BE2084 USGS QUAD - PONCE DE LEON (1994) BE2084 BE2084 *CURRENT SURVEY CONTROL BE2084 ___________________________________________________________________ BE2084* NAD 83(1986)- 30 43 06. (N) 085 55 39. (W) SCALED BE2084* NAVD 88 - 25.246 (meters) 82.83 (feet) ADJUSTED BE2084 ___________________________________________________________________ BE2084 GEOID HEIGHT- -27.56 (meters) GEOID99 BE2084 DYNAMIC HT - 25.214 (meters) 82.72 (feet) COMP BE2084 MODELED GRAV- 979,354.4 (mgal) NAVD 88 BE2084 BE2084 VERT ORDER - SECOND CLASS II BE2084 BE2084.The horizontal coordinates were scaled from a topographic map and have BE2084.an estimated accuracy of +/- 6 seconds. BE2084 BE2084.The orthometric height was determined by differential leveling BE2084.and adjusted by the National Geodetic Survey in June 1991. BE2084 BE2084.The geoid height was determined by GEOID99. BE2084 BE2084.The dynamic height is computed by dividing the NAVD 88 BE2084.geopotential number by the normal gravity value computed on the BE2084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2084.degrees latitude (g = 980.6199 gals.). BE2084 BE2084.The modeled gravity was interpolated from observed gravity values. BE2084 BE2084; North East Units Estimated Accuracy BE2084;SPC FL N - 191,330. 463,270. MT (+/- 180 meters Scaled) BE2084 BE2084 SUPERSEDED SURVEY CONTROL BE2084 BE2084.No superseded survey control is available for this station. BE2084 BE2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU026988(NAD 83) BE2084_MARKER: DD = SURVEY DISK BE2084_SETTING: 36 = CONCRETE BRIDGE CURB BE2084_STAMPING: BM I10 H14 BE2084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2084 BE2084 HISTORY - Date Condition Report By BE2084 HISTORY - 1975 MONUMENTED FLDT BE2084 HISTORY - 20010331 GOOD NGS BE2084 HISTORY - 20010331 GOOD NGS BE2084 BE2084 STATION DESCRIPTION BE2084 BE2084'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2084'PONCE DE LEON. BE2084'FROM THE INTERSECTION OF INTERSTATE 10 AND STATE ROAD 81, IN PONCE DE BE2084'LEON, GO NORTHEAST ON INTERSTATE 10 FOR 0.6 MILE TO THE COUNTY ROAD BE2084'181A OVERPASS. IT IS SET IN THE TOP NORTHWEST CONCRETE CURB OF BE2084'OVERPASS, 18.5 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 181A AND 15 BE2084'FEET SOUTH OF THE NORTHWEST CORNER OF THE BRIDGE. BE2084 BE2084 STATION RECOVERY (2001) BE2084 BE2084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2084'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. BE2084 BE2084 STATION RECOVERY (2001) BE2084 BE2084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2084'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2091 *********************************************************************** BE2091 DESIGNATION - I10 J 14 BE2091 PID - BE2091 BE2091 STATE/COUNTY- FL/HOLMES BE2091 USGS QUAD - PONCE DE LEON (1994) BE2091 BE2091 *CURRENT SURVEY CONTROL BE2091 ___________________________________________________________________ BE2091* NAD 83(1986)- 30 43 39. (N) 085 54 11. (W) SCALED BE2091* NAVD 88 - 21.112 (meters) 69.27 (feet) ADJUSTED BE2091 ___________________________________________________________________ BE2091 GEOID HEIGHT- -27.57 (meters) GEOID99 BE2091 DYNAMIC HT - 21.085 (meters) 69.18 (feet) COMP BE2091 MODELED GRAV- 979,357.0 (mgal) NAVD 88 BE2091 BE2091 VERT ORDER - SECOND CLASS II BE2091 BE2091.The horizontal coordinates were scaled from a topographic map and have BE2091.an estimated accuracy of +/- 6 seconds. BE2091 BE2091.The orthometric height was determined by differential leveling BE2091.and adjusted by the National Geodetic Survey in June 1991. BE2091 BE2091.The geoid height was determined by GEOID99. BE2091 BE2091.The dynamic height is computed by dividing the NAVD 88 BE2091.geopotential number by the normal gravity value computed on the BE2091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2091.degrees latitude (g = 980.6199 gals.). BE2091 BE2091.The modeled gravity was interpolated from observed gravity values. BE2091 BE2091; North East Units Estimated Accuracy BE2091;SPC FL N - 192,320. 465,630. MT (+/- 180 meters Scaled) BE2091 BE2091 SUPERSEDED SURVEY CONTROL BE2091 BE2091.No superseded survey control is available for this station. BE2091 BE2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU050999(NAD 83) BE2091_MARKER: DD = SURVEY DISK BE2091_SETTING: 36 = CONCRETE BRIDGE CURB BE2091_STAMPING: BM I10 J14 BE2091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2091 BE2091 HISTORY - Date Condition Report By BE2091 HISTORY - 1975 MONUMENTED FLDT BE2091 HISTORY - 20010331 MARK NOT FOUND NGS BE2091 BE2091 STATION DESCRIPTION BE2091 BE2091'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2091'2.1 MI EAST FROM PONCE DE LEON. BE2091'FROM THE INTERSECTION OF INTERSTATE 10 AND STATE ROAD 81, IN PONCE DE BE2091'LEON, GO NORTHEAST ON INTERSTATE 10 FOR 2.1 MILES TO BRIDGE OVER BE2091'REEDY CREEK. IT IS SET IN THE TOP SOUTHWEST CONCRETE CURB OF THE BE2091'SOUTHEAST GUARDRAIL OF THE EASTBOUND BRIDGE, 12 FEET NORTHEAST OF THE BE2091'SOUTHWEST END OF THE CONCRETE GUARDRAIL, AND 25 FEET SOUTHEAST OF THE BE2091'CENTERLINE OF THE EASTBOUND LANE. BE2091 BE2091 STATION RECOVERY (2001) BE2091 BE2091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2091'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2092 *********************************************************************** BE2092 DESIGNATION - I10 K 14 BE2092 PID - BE2092 BE2092 STATE/COUNTY- FL/HOLMES BE2092 USGS QUAD - PONCE DE LEON (1994) BE2092 BE2092 *CURRENT SURVEY CONTROL BE2092 ___________________________________________________________________ BE2092* NAD 83(1986)- 30 43 39. (N) 085 54 11. (W) SCALED BE2092* NAVD 88 - 20.683 (meters) 67.86 (feet) ADJUSTED BE2092 ___________________________________________________________________ BE2092 GEOID HEIGHT- -27.57 (meters) GEOID99 BE2092 DYNAMIC HT - 20.656 (meters) 67.77 (feet) COMP BE2092 MODELED GRAV- 979,357.0 (mgal) NAVD 88 BE2092 BE2092 VERT ORDER - SECOND CLASS II BE2092 BE2092.The horizontal coordinates were scaled from a topographic map and have BE2092.an estimated accuracy of +/- 6 seconds. BE2092 BE2092.The orthometric height was determined by differential leveling BE2092.and adjusted by the National Geodetic Survey in June 1991. BE2092 BE2092.The geoid height was determined by GEOID99. BE2092 BE2092.The dynamic height is computed by dividing the NAVD 88 BE2092.geopotential number by the normal gravity value computed on the BE2092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2092.degrees latitude (g = 980.6199 gals.). BE2092 BE2092.The modeled gravity was interpolated from observed gravity values. BE2092 BE2092; North East Units Estimated Accuracy BE2092;SPC FL N - 192,320. 465,630. MT (+/- 180 meters Scaled) BE2092 BE2092 SUPERSEDED SURVEY CONTROL BE2092 BE2092.No superseded survey control is available for this station. BE2092 BE2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU050999(NAD 83) BE2092_MARKER: DD = SURVEY DISK BE2092_SETTING: 36 = CONCRETE BRIDGE CURB BE2092_STAMPING: BM I10 K14 BE2092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2092 BE2092 HISTORY - Date Condition Report By BE2092 HISTORY - 1975 MONUMENTED FLDT BE2092 HISTORY - 20010331 MARK NOT FOUND NGS BE2092 BE2092 STATION DESCRIPTION BE2092 BE2092'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2092'2.1 MI EAST FROM PONCE DE LEON. BE2092'FROM THE INTERSECTION OF INTERSTATE 10 AND STATE ROAD 81, IN PONCE DE BE2092'LEON, GO NORTHEAST ON INTERSTATE 10 FOR 2.1 MILES TO BRIDGE OVER BE2092'REEDY CREEK. IT IS SET IN THE TOP NORTHEAST CONCRETE CURB OF THE BE2092'NORTHWEST GUARDRAIL OF THE WESTBOUND BRIDGE, 25 FEET NORTHWEST OF THE BE2092'CENTERLINE OF THE WESTBOUND LANE AND 9.5 FEET SOUTHWEST OF THE BE2092'NORTHEAST END OF CONCRETE GUARDRAIL. BE2092 BE2092 STATION RECOVERY (2001) BE2092 BE2092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2092'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2109 *********************************************************************** BE2109 DESIGNATION - I10 L 14 BE2109 PID - BE2109 BE2109 STATE/COUNTY- FL/HOLMES BE2109 USGS QUAD - CARYVILLE (1982) BE2109 BE2109 *CURRENT SURVEY CONTROL BE2109 ___________________________________________________________________ BE2109* NAD 83(1986)- 30 45 08. (N) 085 51 06. (W) SCALED BE2109* NAVD 88 - 26.645 (meters) 87.42 (feet) ADJUSTED BE2109 ___________________________________________________________________ BE2109 GEOID HEIGHT- -27.59 (meters) GEOID99 BE2109 DYNAMIC HT - 26.611 (meters) 87.31 (feet) COMP BE2109 MODELED GRAV- 979,361.9 (mgal) NAVD 88 BE2109 BE2109 VERT ORDER - SECOND CLASS II BE2109 BE2109.The horizontal coordinates were scaled from a topographic map and have BE2109.an estimated accuracy of +/- 6 seconds. BE2109 BE2109.The orthometric height was determined by differential leveling BE2109.and adjusted by the National Geodetic Survey in June 1991. BE2109 BE2109.The geoid height was determined by GEOID99. BE2109 BE2109.The dynamic height is computed by dividing the NAVD 88 BE2109.geopotential number by the normal gravity value computed on the BE2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2109.degrees latitude (g = 980.6199 gals.). BE2109 BE2109.The modeled gravity was interpolated from observed gravity values. BE2109 BE2109; North East Units Estimated Accuracy BE2109;SPC FL N - 195,000. 470,580. MT (+/- 180 meters Scaled) BE2109 BE2109 SUPERSEDED SURVEY CONTROL BE2109 BE2109.No superseded survey control is available for this station. BE2109 BE2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV099027(NAD 83) BE2109_MARKER: DD = SURVEY DISK BE2109_SETTING: 36 = CONCRETE BRIDGE CURB BE2109_STAMPING: BM I10 L14 BE2109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2109 BE2109 HISTORY - Date Condition Report By BE2109 HISTORY - 1975 MONUMENTED FLDT BE2109 HISTORY - 20010331 GOOD NGS BE2109 BE2109 STATION DESCRIPTION BE2109 BE2109'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2109'3.3 MI SW FROM CARYVILLE. BE2109'FROM THE JUNCTION OF COUNTY ROAD C 279 AND US 90, IN CARYVILLE, GO BE2109'SOUTH ON COUNTY ROAD C 279 FOR 1.1 MILES TO THE INTERSECTION OF BE2109'INTERSTATE 10 , GO WESTERLY ON INTERSTATE 10 FOR 2.2 MILES TO THE BE2109'STATE ROAD 181 OVERPASS. IT IS SET IN THE TOP SOUTH CONCRETE CURB OF BE2109'THE EAST CONCRETE GUARDRAIL OF THE OVERPASS, 25 FEET EAST OF THE BE2109'CENTERLINE OF THE ROAD AND 13.5 FEET NORTH OF THE SOUTH END OF THE BE2109'CONCRETE GUARDRAIL. BE2109 BE2109 STATION RECOVERY (2001) BE2109 BE2109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2109'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2108 *********************************************************************** BE2108 DESIGNATION - I10 M 14 BE2108 PID - BE2108 BE2108 STATE/COUNTY- FL/HOLMES BE2108 USGS QUAD - CARYVILLE (1982) BE2108 BE2108 *CURRENT SURVEY CONTROL BE2108 ___________________________________________________________________ BE2108* NAD 83(1986)- 30 45 08. (N) 085 51 06. (W) SCALED BE2108* NAVD 88 - 26.903 (meters) 88.26 (feet) ADJUSTED BE2108 ___________________________________________________________________ BE2108 GEOID HEIGHT- -27.59 (meters) GEOID99 BE2108 DYNAMIC HT - 26.868 (meters) 88.15 (feet) COMP BE2108 MODELED GRAV- 979,361.9 (mgal) NAVD 88 BE2108 BE2108 VERT ORDER - SECOND CLASS II BE2108 BE2108.The horizontal coordinates were scaled from a topographic map and have BE2108.an estimated accuracy of +/- 6 seconds. BE2108 BE2108.The orthometric height was determined by differential leveling BE2108.and adjusted by the National Geodetic Survey in June 1991. BE2108 BE2108.The geoid height was determined by GEOID99. BE2108 BE2108.The dynamic height is computed by dividing the NAVD 88 BE2108.geopotential number by the normal gravity value computed on the BE2108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2108.degrees latitude (g = 980.6199 gals.). BE2108 BE2108.The modeled gravity was interpolated from observed gravity values. BE2108 BE2108; North East Units Estimated Accuracy BE2108;SPC FL N - 195,000. 470,580. MT (+/- 180 meters Scaled) BE2108 BE2108 SUPERSEDED SURVEY CONTROL BE2108 BE2108.No superseded survey control is available for this station. BE2108 BE2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV099027(NAD 83) BE2108_MARKER: DD = SURVEY DISK BE2108_SETTING: 36 = CONCRETE BRIDGE CURB BE2108_STAMPING: BM I10 M14 BE2108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE2108 BE2108 HISTORY - Date Condition Report By BE2108 HISTORY - 1975 MONUMENTED FLDT BE2108 HISTORY - 20010331 GOOD NGS BE2108 BE2108 STATION DESCRIPTION BE2108 BE2108'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 BE2108'3.3 MI SW FROM CARYVILLE. BE2108'FROM THE JUNCTION OF COUNTY ROAD C 279 AND US 90, IN CARYVILLE, GO BE2108'SOUTH ON COUNTY ROAD C 279 FOR 1.1 MILES TO THE INTERSECTION OF BE2108'INTERSTATE 10, GO WESTERLY ON INTERSTATE 10 FOR 2.2 MILES TO THE STATE BE2108'ROAD 181 OVERPASS. IT IS SET IN THE TOP NORTH CONCRETE CURB OF THE BE2108'WEST CONCRETE GUARDRAIL OF THE OVERPASS, 24 FEET WEST OF THE BE2108'CENTERLINE OF THE ROAD AND 14.6 FEET SOUTH OF THE NORTH END OF THE BE2108'CONCRETE GUARDRAIL. BE2108 BE2108 STATION RECOVERY (2001) BE2108 BE2108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE2108'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE0008 *********************************************************************** BE0008 DESIGNATION - K 85 BE0008 PID - BE0008 BE0008 STATE/COUNTY- FL/HOLMES BE0008 USGS QUAD - PROSPERITY (1982) BE0008 BE0008 *CURRENT SURVEY CONTROL BE0008 ___________________________________________________________________ BE0008* NAD 83(1986)- 30 49 31. (N) 085 57 24. (W) SCALED BE0008* NAVD 88 - 32.539 (meters) 106.75 (feet) ADJUSTED BE0008 ___________________________________________________________________ BE0008 GEOID HEIGHT- -27.44 (meters) GEOID99 BE0008 DYNAMIC HT - 32.497 (meters) 106.62 (feet) COMP BE0008 MODELED GRAV- 979,367.0 (mgal) NAVD 88 BE0008 BE0008 VERT ORDER - SECOND CLASS 0 BE0008 BE0008.The horizontal coordinates were scaled from a topographic map and have BE0008.an estimated accuracy of +/- 6 seconds. BE0008 BE0008.The orthometric height was determined by differential leveling BE0008.and adjusted by the National Geodetic Survey in June 1991. BE0008 BE0008.The geoid height was determined by GEOID99. BE0008 BE0008.The dynamic height is computed by dividing the NAVD 88 BE0008.geopotential number by the normal gravity value computed on the BE0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0008.degrees latitude (g = 980.6199 gals.). BE0008 BE0008.The modeled gravity was interpolated from observed gravity values. BE0008 BE0008; North East Units Estimated Accuracy BE0008;SPC FL N - 203,220. 460,630. MT (+/- 180 meters Scaled) BE0008 BE0008 SUPERSEDED SURVEY CONTROL BE0008 BE0008 NGVD 29 - 32.622 (m) 107.03 (f) ADJ UNCH 2 0 BE0008 BE0008.Superseded values are not recommended for survey control. BE0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0008.See file dsdata.txt to determine how the superseded data were derived. BE0008 BE0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV997107(NAD 83) BE0008_MARKER: DB = BENCH MARK DISK BE0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0008_STAMPING: K 85 1935 BE0008_MARK LOGO: CGS BE0008_MAGNETIC: N = NO MAGNETIC MATERIAL BE0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0008+STABILITY: SURFACE MOTION BE0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BE0008+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1991 BE0008 BE0008 HISTORY - Date Condition Report By BE0008 HISTORY - 1935 MONUMENTED CGS BE0008 HISTORY - 1955 GOOD NGS BE0008 HISTORY - 19910523 GOOD NGS BE0008 HISTORY - 20010331 GOOD NGS BE0008 BE0008 STATION DESCRIPTION BE0008 BE0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 BE0008'7.4 MI N FROM PONCE DE LEON. BE0008'ABOUT 7.4 MILES NORTH ALONG STATE HIGHWAY 81 FROM THE JUNCTION BE0008'OF U.S. HIGHWAY 90 AT PONCE DE LEON, 1.9 MILES SOUTH OF THE BE0008'INTERSECTION OF STATE HIGHWAY 181 AT PROSPERITY, 1.35 MILES NORTH BE0008'OF AN EAST-WEST ROAD CROSSING, 0.1 MILE SOUTH OF A 2-BY-2-FOOT BE0008'CONCRETE BOX CULVERT UNDER THE HIGHWAY, ABOUT 20 YARDS SOUTHEAST BE0008'OF THE SOUTHEAST EDGE OF A LOW SWAMPY PLACE, 39 1/2 FEET WEST OF BE0008'THE CENTER LINE OF THE HIGHWAY, 10 1/2 FEET EAST OF A FENCE LINE, BE0008'26 FEET NORTHEAST OF A 12-INCH PINE TREE WITH A TRIANGULAR BLAZE BE0008'ON THE EAST SIDE, 1/2-FOOT BELOW THE LEVEL OF THE HIGHWAY AND BE0008'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES. BE0008 BE0008 STATION RECOVERY (1991) BE0008 BE0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT) BE0008'THE MARK IS ABOUT 7.5 MI (12.1 KM) NORTH OF PONCE DE LEON, 1.9 MI (3.1 BE0008'KM) SOUTH OF PROSPERITY IN SECTION 20, T 5 N, R 17 W. TO REACH THE BE0008'MARK FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY 81 IN BE0008'PONCE DE LEON, GO NORTH ON STATE HIGHWAY 81 FOR 7.5 MI (12.1 KM) TO BE0008'THE MARK ON THE LEFT, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 BE0008'FT (6.1 CM) ABOVE THE LEVEL OF THE GROUND, (1.35 MISOUTH FROM A DIRT BE0008'ROAD (WHITE ROAD), 0.05 MI (0.08 KM) SOUTH OF A 2.0 FT (0.6 M) X 2.0 BE0008'FT (0.6 M) CONCRETE BOX CULVERT UNDER THE HIGHWAY AND ABOUT 60.0 FT BE0008'(18.3 M) SOUTHEAST OF A LOW SWAMPY AREA). LOCATED 39.5 FT (12.0 M) BE0008'WEST OF THE CENTERLINE OF THE HIGHWAY, 0.7 FT (21.3 CM) OF A METAL BE0008'WITNESS POST AND 0.5 FT (15.2 CM) BELOW THE LEVEL OF THE HIGHWAY. MARK BE0008'WAS NOT LEVELED TO THIS DATE. BE0008 BE0008 STATION RECOVERY (2001) BE0008 BE0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0008'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE0010 *********************************************************************** BE0010 DESIGNATION - M 85 BE0010 PID - BE0010 BE0010 STATE/COUNTY- FL/HOLMES BE0010 USGS QUAD - PROSPERITY (1982) BE0010 BE0010 *CURRENT SURVEY CONTROL BE0010 ___________________________________________________________________ BE0010* NAD 83(1986)- 30 45 47. (N) 085 57 32. (W) SCALED BE0010* NAVD 88 - 44.536 (meters) 146.12 (feet) ADJUSTED BE0010 ___________________________________________________________________ BE0010 GEOID HEIGHT- -27.50 (meters) GEOID99 BE0010 DYNAMIC HT - 44.479 (meters) 145.93 (feet) COMP BE0010 MODELED GRAV- 979,358.1 (mgal) NAVD 88 BE0010 BE0010 VERT ORDER - SECOND CLASS I BE0010 BE0010.The horizontal coordinates were scaled from a topographic map and have BE0010.an estimated accuracy of +/- 6 seconds. BE0010 BE0010.The orthometric height was determined by differential leveling BE0010.and adjusted by the National Geodetic Survey in May 2001. BE0010 BE0010.The geoid height was determined by GEOID99. BE0010 BE0010.The dynamic height is computed by dividing the NAVD 88 BE0010.geopotential number by the normal gravity value computed on the BE0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0010.degrees latitude (g = 980.6199 gals.). BE0010 BE0010.The modeled gravity was interpolated from observed gravity values. BE0010 BE0010; North East Units Estimated Accuracy BE0010;SPC FL N - 196,330. 460,330. MT (+/- 180 meters Scaled) BE0010 BE0010 SUPERSEDED SURVEY CONTROL BE0010 BE0010 NGVD 29 - 44.620 (m) 146.39 (f) ADJ UNCH 1 2 BE0010 BE0010.Superseded values are not recommended for survey control. BE0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0010.See file dsdata.txt to determine how the superseded data were derived. BE0010 BE0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV996038(NAD 83) BE0010_MARKER: DB = BENCH MARK DISK BE0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0010_STAMPING: M 85 1935 BE0010_MARK LOGO: CGS BE0010_MAGNETIC: N = NO MAGNETIC MATERIAL BE0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0010+STABILITY: SURFACE MOTION BE0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BE0010+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1991 BE0010 BE0010 HISTORY - Date Condition Report By BE0010 HISTORY - 1935 MONUMENTED CGS BE0010 HISTORY - 1955 GOOD NGS BE0010 HISTORY - 19910523 GOOD NGS BE0010 HISTORY - 20010331 MARK NOT FOUND NGS BE0010 BE0010 STATION DESCRIPTION BE0010 BE0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 BE0010'3.2 MI NW FROM PONCE DE LEON. BE0010'ABOUT 3.2 MILES NORTHWEST AND NORTH ALONG STATE HIGHWAY 81 FROM BE0010'THE JUNCTION OF U.S. HIGHWAY 90 AT PONCE DE LEON, ABOUT 0.25 BE0010'MILE NORTH OF THE TOP OF A GRADE, 48 FEET EAST OF CENTER LINE OF BE0010'HIGHWAY, 2.3 FEET WEST OF A FENCE LINE, 46 1/2 FEET NORTH OF BE0010'CENTER OF A GATE ACROSS A DRIVE TO A HOUSE SITE (ONLY THE CHIMNEY BE0010'REMAINS), 39 FEET NORTHEAST OF CENTER OF NORTH END OF A 15-INCH BE0010'CORRUGATED PIPE CULVERT UNDER DRIVE, 1 FOOT SOUTH OF A WHITE BE0010'WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP BE0010'OF A CONCRETE POST PROJECTING 2 INCHES. BE0010 BE0010 STATION RECOVERY (1991) BE0010 BE0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT) BE0010'THE MARK IS ABOUT 3.2 MI (5.1 KM) NORTH OF PONCE DE LEON, 7.0 MI (11.3 BE0010'KM) SOUTH OF PROSPERITY IN SECTION 8, T 4 N, R 17 W. TO REACH THE MARK BE0010'FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY 81 IN PONCE DE BE0010'LEON, GO NORTH ON STATE HIGHWAY 81 FOR 3.2 MI (5.1 KM) TO THE MARK ON BE0010'THE RIGHT, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FT (6.1 BE0010'CM) ABOVE THE LEVEL OF THE GROUND. LOCATED 104.0 FT (31.7 M) EAST AND BE0010'ACROSS THE HIGHWAY OF POWER POLE NUMBER 34 A, 48.0 FT (14.6 M) EAST OF BE0010'THE CENTERLINE OF THE HIGHWAY, 39.5 FT (12.0 M) NORTHEAST OF THE BE0010'CENTER OF THE NORTH END OF A 15-INCH CORRUGATED PIPE CULVERT, 4.0 FT BE0010'(1.2 M) WEST OF A FENCE LINE, 1.0 FT (0.3 M) SOUTH OF A METAL WITNESS BE0010'POST AND LEVEL WITH THE HIGHWAY. BE0010 BE0010 STATION RECOVERY (2001) BE0010 BE0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0010'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE0011 *********************************************************************** BE0011 DESIGNATION - MOODY BE0011 PID - BE0011 BE0011 STATE/COUNTY- FL/HOLMES BE0011 USGS QUAD - PROSPERITY (1982) BE0011 BE0011 *CURRENT SURVEY CONTROL BE0011 ___________________________________________________________________ BE0011* NAD 83(1990)- 30 45 35.87342(N) 085 57 31.64208(W) ADJUSTED BE0011* NAVD 88 - 53.411 (meters) 175.23 (feet) ADJUSTED BE0011 ___________________________________________________________________ BE0011 LAPLACE CORR- -1.16 (seconds) DEFLEC99 BE0011 GEOID HEIGHT- -27.50 (meters) GEOID99 BE0011 DYNAMIC HT - 53.342 (meters) 175.01 (feet) COMP BE0011 MODELED GRAV- 979,357.6 (mgal) NAVD 88 BE0011 BE0011 HORZ ORDER - FIRST BE0011 VERT ORDER - SECOND CLASS I BE0011 BE0011.The horizontal coordinates were established by classical geodetic methods BE0011.and adjusted by the National Geodetic Survey in May 1991. BE0011 BE0011.The orthometric height was determined by differential leveling BE0011.and adjusted by the National Geodetic Survey in May 2001. BE0011 BE0011.The Laplace correction was computed from DEFLEC99 derived deflections. BE0011 BE0011.The geoid height was determined by GEOID99. BE0011 BE0011.The dynamic height is computed by dividing the NAVD 88 BE0011.geopotential number by the normal gravity value computed on the BE0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0011.degrees latitude (g = 980.6199 gals.). BE0011 BE0011.The modeled gravity was interpolated from observed gravity values. BE0011 BE0011; North East Units Scale Converg. BE0011;SPC FL N - 195,986.404 460,335.198 MT 1.00000178 -0 43 59.1 BE0011;UTM 16 - 3,403,463.624 599,651.012 MT 0.99972250 +0 31 57.2 BE0011 BE0011: Primary Azimuth Mark Grid Az BE0011:SPC FL N - MOODY AZ MK 184 37 49.9 BE0011:UTM 16 - MOODY AZ MK 183 21 53.6 BE0011 BE0011|---------------------------------------------------------------------| BE0011| PID Reference Object Distance Geod. Az | BE0011| dddmmss.s | BE0011| BE0012 MOODY RM 1 32.184 METERS 00032 | BE0011| BE0014 MOODY AZ MK APPROX. 0.6 KM 1835350.8 | BE0011| BG4186 DE FUNIAK SPRINGS MUNICIPAL TK APPROX.15.9 KM 2535055.8 | BE0011| BG4192 DE FUNIAK SPRINGS HARBERSON TK APPROX.16.5 KM 2552406.3 | BE0011| BE0013 MOODY RM 2 31.237 METERS 27014 | BE0011| BE3781 MOODY RM 3 96.911 METERS 34231 | BE0011|---------------------------------------------------------------------| BE0011 BE0011 SUPERSEDED SURVEY CONTROL BE0011 BE0011 NAD 83(1986)- 30 45 35.88372(N) 085 57 31.64664(W) AD( ) 1 BE0011 NAD 27 - 30 45 35.20800(N) 085 57 31.87600(W) AD( ) 1 BE0011 NGVD 29 - 53.505 (m) 175.54 (f) ADJ UNCH 1 2 BE0011 BE0011.Superseded values are not recommended for survey control. BE0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0011.See file dsdata.txt to determine how the superseded data were derived. BE0011 BE0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV9965103464(NAD 83) BE0011_MARKER: DS = TRIANGULATION STATION DISK BE0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0011_STAMPING: MOODY 1938 BE0011_MARK LOGO: CGS BE0011_MAGNETIC: N = NO MAGNETIC MATERIAL BE0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0011+STABILITY: SURFACE MOTION BE0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BE0011+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1991 BE0011 BE0011 HISTORY - Date Condition Report By BE0011 HISTORY - 1938 MONUMENTED CGS BE0011 HISTORY - 1953 GOOD CGS BE0011 HISTORY - 1973 GOOD NGS BE0011 HISTORY - 1976 GOOD NGS BE0011 HISTORY - 1976 GOOD NGS BE0011 HISTORY - 1978 GOOD FLDT BE0011 HISTORY - 1979 GOOD FLDT BE0011 HISTORY - 1981 GOOD FLDNR BE0011 HISTORY - 19910523 GOOD NGS BE0011 HISTORY - 20010331 GOOD NGS BE0011 BE0011 STATION DESCRIPTION BE0011 BE0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (RAE) BE0011'THIS STATION IS LOCATED ON THE EAST SIDE OF HIGHWAY 88 IN SEC. 17, BE0011'T 4 N, R 17 W. ON HIGH POINT OF RIDGE, ABOUT 2.5 MILES NORTH BE0011'OF PONCE DE LEON, FLA. STATION IS LOCATED 53.3 FT. EAST OF BE0011'CENTERLINE OF HIGHWAY 88. 2.0 FT. EAST OF NORTH AND SOUTH FENCE BE0011'LINE. 45 PACES NORTH-NORTHEAST OF A CLAY FILLED DRIVEWAY WHICH BE0011'ENDS AT NORTH AND SOUTH FENCE LINE. 14.0 FT. EAST OF DITCH. BE0011'MARK PROJECTS ABOUT 4 INCHES. BE0011' BE0011'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE BE0011'TABLETS SET IN CONCRETE. BE0011' BE0011'TO REACH STATION FROM PONCE DE LEON, FLA., GO NORTH ON STATE BE0011'ROUTE 88 FROM ITS JUNCTION WITH U.S. 90 FOR 2.90 MILES TO STATION BE0011'SITE ON RIGHT (EAST). THE HIGHWAY STARTS DOWN GRADE AT THIS BE0011'POINT AND A FILLED DRIVE OVER BORROW PIT IS ON RIGHT JUST SOUTH BE0011'OF THE STATION. BE0011' BE0011'REFERENCE MARK NO. 1 IS LOCATED 105.55 FT. NORTH OF THE BE0011'STATION. 54.0 FT. EAST OF CENTERLINE OF HIGHWAY. 2.5 FT. EAST BE0011'OF NORTH AND SOUTH FENCE LINE. MARK PROJECTS ABOUT 3 INCHES. BE0011' BE0011'REFERENCE MARK NO. 2 IS LOCATED 102.56 FT. WEST OF THE BE0011'STATION. 2.0 FT. EAST OF NORTH AND SOUTH FENCE LINE ON OTHER BE0011'SIDE OF ROAD. 51.0 FT. WEST OF CENTERLINE OF HIGHWAY. MARK BE0011'PROJECTS ABOUT 2 INCHES. BE0011' BE0011'THE AZIMUTH MARK IS LOCATED APPROXIMATELY 0.35 MILE SOUTH OF BE0011'THE STATION. 54.4 FT. WEST OF CENTERLINE OF ROUTE 88. 1.0 BE0011'FT. NORTH OF NORTHEAST FENCE CORNER. 21.2 FT. WEST OF DITCH. BE0011'ABOUT 150 FT. NORTH OF A YELLOW HOUSE. MARK PROJECTS ABOUT 2 BE0011'INCHES. BE0011' BE0011'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET. BE0011 BE0011 STATION RECOVERY (1953) BE0011 BE0011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DAJ) BE0011'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND BE0011'TO BE IN GOOD CONDITION. THE DISTANCES AND DIRECTIONS TO THE BE0011'REFERENCE MARKS AND AZIMUTH MARK WERE CHECKED AND FOUND TO BE BE0011'CORRECT. THE STATION DESCRIPTION WAS FOUND TO BE ADEQUATE. DUE BE0011'TO CHANGES IN ROADS A NEW AND COMPLETE TO REACH FOLLOWS-- BE0011' BE0011'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND BE0011'STATE HIGHWAY 81 IN PONCE DE LEON, GO NW AND N ON STATE HIGHWAY BE0011'81 FOR 2.5 MILES TO AZIMUTH MARK ON LEFT. CONTINUE STRAIGHT BE0011'AHEAD FOR 0.35 MILE TO MARK ON RIGHT. BE0011' BE0011'OBSERVATIONS TAKEN FROM A 97-FOOT STEEL TOWER. BE0011 BE0011 STATION RECOVERY (1973) BE0011 BE0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ) BE0011'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION. A BE0011'NEW REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME AND A BE0011'TRAVERSE CONNECTION WAS MADE TO IT. THE DISTANCE TO REFERENCE BE0011'MARK 2 WAS 0.018 METER SHORTER THAN IN 1938 AND WAS DOUBLE BE0011'CHECKED. THE ANGLE FROM THE AZIMUTH MARK TO REFERENCE MARK 2 WAS BE0011'40 IN LESS THAN IN 1938. REFERENCE MARK 1 IS NOW OBSTRUCTED BE0011'BY TREES. A COMPLETE DESCRIPTION FOLLOWS-- BE0011' BE0011'THE STATION IS LOCATED ABOUT 9.5 MILES EAST-NORTHEAST OF BE0011'DEFUNIAK SPRINGS, 8.5 MILES WEST OF WESTVILLE, AND 2.5 MILES BE0011'NORTH-NORTHWEST OF PONCE DE LEON. IT IS ON THE EAST SIDE OF BE0011'STATE HIGHWAY 81 NEAR THE TOP OF A LOW EAST-WEST RIDGE AND ON BE0011'STATE HIGHWAY PROPERTY. BE0011' BE0011'TO REACH THE STATION FROM THE POST OFFICE, SOUTH OF THE BE0011'RAILROAD TRACKS, IN PONCE DE LEON GO EAST 1 BLOCK TO STATE BE0011'HIGHWAY 81. TURN LEFT, CROSS RAILROAD TRACKS, AND GO NORTHEAST BE0011'ON STATE HIGHWAY 81 FOR 0.2 MILE TO FORK. TAKE LEFT FORK AND BE0011'CONTINUE NORTH ON STATE HIGHWAY 81 FOR 0.1 MILE TO U.S. HIGHWAY BE0011'90. CROSS U.S. HIGHWAY 90 AND CONTINUE NORTH ON STATE HIGHWAY BE0011'81 FOR 2.5 MILES TO THE AZIMUTH MARK ON THE LEFT. CONTINUE BE0011'NORTH ON STATE HIGHWAY 81 FOR 0.4 MILE TO THE STATION ON THE BE0011'RIGHT. BE0011' BE0011'THE STATION MARK IS A STANDARD DISK STAMPED MOODY 1938 CEMENTED BE0011'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 4 BE0011'INCHES ABOVE GROUND. IT IS 52 FEET EAST OF THE CENTER OF STATE BE0011'HIGHWAY 81, 3.4 FEET WEST OF A WOODEN WITNESS POST WITH SIGN, BE0011'AND 2.7 FEET SOUTH OF AN 11-INCH PINE TREE WITH TRIANGLE BE0011'BLAZE. BE0011' BE0011'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MOODY NO 1 1938 BE0011'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING BE0011'3 INCHES ABOVE GROUND. IT IS 52 FEET EAST OF THE CENTER OF STATE BE0011'HIGHWAY 81, 32 FEET NORTH OF TWIN PINE TREES, AND 7.2 FEET NORTH BE0011'OF A 24-INCH PINE TREE WITH TRIANGLE BLAZE. BE0011' BE0011'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MOODY NO 2 1938 BE0011'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING BE0011'3 INCHES ABOVE GROUND. IT IS 74 FEET NORTHEAST OF A TELEPHONE BE0011'POLE, 50 FEET WEST OF THE CENTER OF STATE HIGHWAY 81, AND 6 INCHES BE0011'EAST OF THE WEST PROPERTY FENCE. BE0011' BE0011'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MOODY NO 3 1938 1973 BE0011'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE BE0011'MONUMENT SET FLUSH WITH THE SURFACE OF THE GROUND. IT IS 46 FEET BE0011'WEST OF THE CENTER OF STATE HIGHWAY 81, 5 FEET SOUTHEAST OF A BE0011'METAL WITNESS POST WITH SIGN, AND 4.5 FEET EAST OF THE WEST BE0011'PROPERTY FENCE. BE0011' BE0011'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MOODY 1938 CEMENTED BE0011'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 2 BE0011'INCHES ABOVE GROUND. IT IS IN A VEGETABLE GARDEN 63 FEET NORTH BE0011'OF A POWERLINE POLE, 53 FEET WEST OF THE CENTER OF STATE BE0011'HIGHWAY 81, AND 37.5 FEET SOUTHWEST OF A 30-INCH PINE BE0011'TREE. BE0011' BE0011'(THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.) BE0011' BE0011'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN BE0011'2.9 MILES NORTH-NORTHWEST OF PONCE DE LEON. BE0011 BE0011 STATION RECOVERY (1976) BE0011 BE0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN) BE0011'STATION MARK, REFERENCE MARKS 1, 2 AND AZIMUTH MARK WERE BE0011'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION. DUE TO THE BE0011'FLORIDA DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CREW BE0011'HAVING USED THIS STATION RECENTLY, A COMPLETE REPORT NOT SUBMITTED BE0011'AT THIS TIME. BE0011' BE0011'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN BE0011'2.95 MILES NORTH OF PONCE DE LEON. BE0011 BE0011 STATION RECOVERY (1976) BE0011 BE0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 BE0011'3 MI NW FROM PONCE DE LEON. BE0011'ABOUT 2.95 MILES NORTHWEST AND NORTH ALONG STATE HIGHWAY 81 FROM BE0011'THE JUNCTION OF U.S. HIGHWAY 90 AT PONCE DE LEON, 52 FEET EAST BE0011'OF THE CENTER OF HIGHWAY 81, 139 FEET NORTH OF CENTER OF JUNCTION BE0011'OF DRIVEWAY EAST AND TOP OF GRADE, 161 FEET NORTHWEST OF THE BE0011'SOUTHWEST CORNER OF A LIGHT BRICK HOUSE, 102.5 FEET EAST AND BE0011'ACROSS HIGHWAY 81 FROM REFERENCE MARK 2, 105.5 FEET SOUTH OF BE0011'REFERENCE MARK 1, 99 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER BE0011'OF THE BRICK HOUSE, 3 FEET WEST OF A METAL WITNESS POST, ABOUT 4 BE0011'FEET ABOVE LEVEL OF HIGHWAY 81 AND SET IN THE TOP OF A CONCRETE BE0011'MONUMENT THAT PROJECTS 4-INCHES. BE0011 BE0011 STATION RECOVERY (1978) BE0011 BE0011'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE0011'RECOVERED IN GOOD CONDITION. BE0011 BE0011 STATION RECOVERY (1979) BE0011 BE0011'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979 (CBM) BE0011'STATION MARK AND REFERENCE MARKS NUMBER 1 AND 2 WERE RECOVERED IN GOOD BE0011'CONDITION. REFERENCE MARK NUMBER 3 WAS NOT LOCATED AT THIS TIME. BE0011'AZIMUTH MARK WAS RECOVERED AND WAS USED AS A STATION OF A CONNECTING BE0011'TRAVERSE. STATION LOCATION AND TO REACH BY W.N. JOHNSON IN 1973 IS BE0011'ACCURATE. A CHECK OF DISTANCE TO AND DIRECTION BETWEEN MARKS WAS BE0011'CORRECT. BE0011 BE0011 STATION RECOVERY (1981) BE0011 BE0011'RECOVERY NOTE BY FL DEPT OF NAT RES 1981 (JWM) BE0011'MOODY 1938 RECOVERED IN GOOD CONDITION. BE0011' BE0011'THE STATION, ALL THE R. M.S AND THE AZIMUTH MARK WERE RECOVERED AS BE0011'DESCRIBED. BE0011' BE0011'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES NORTH-NORTHWEST BE0011'OF PONCE DE LEON. BE0011 BE0011 STATION RECOVERY (1991) BE0011 BE0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT) BE0011'THE STATION IS ABOUT 3.0 MI (4.8 KM) NORTH OF PONCE DE LEON, 7.2 MI BE0011'(11.6 KM) SOUTH OF PROSPERITY IN SECTION 17, T 4 N, R 17 W. TO REACH BE0011'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY 81 BE0011'IN PONCE DE LEON, GO NORTH ON STATE HIGHWAY 81 FOR 2.9 MI (4.7 KM) TO BE0011'THE MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT BE0011'PROJECTING 0.4 FT (12.2 CM) ABOVE THE LEVEL OF THE GROUND. LOCATED BE0011'105.5 FT (32.2 M) SOUTH OF MOODY NO 1, 102.5 FT (31.2 M) EAST AND BE0011'ACROSS THE HIGHWAY FROM MOODY NO 2, 99.0 FT (30.2 M) WEST OF THE BE0011'NORTHWEST CORNER OF A BRICK HOUSE, 74.0 FT (22.6 M) SOUTHEAST OF A BE0011'16-INCH CORRUGATED CULVERT, 53.0 FT (16.2 M) EAST OF THE CENTERLINE OF BE0011'THE HIGHWAY, 4.0 FT (1.2 M) ABOVE THE LEVEL OF THE HIGHWAY AND 0.6 FT BE0011'(18.3 CM) WEST OF A CARSONITE WITNESS POST. BE0011 BE0011 STATION RECOVERY (2001) BE0011 BE0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0011'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE0012 *********************************************************************** BE0012 DESIGNATION - MOODY RM 1 BE0012 PID - BE0012 BE0012 STATE/COUNTY- FL/HOLMES BE0012 USGS QUAD - PROSPERITY (1982) BE0012 BE0012 *CURRENT SURVEY CONTROL BE0012 ___________________________________________________________________ BE0012* NAD 83(1986)- 30 45 36. (N) 085 57 33. (W) SCALED BE0012* NAVD 88 - 52.992 (meters) 173.86 (feet) ADJUSTED BE0012 ___________________________________________________________________ BE0012 GEOID HEIGHT- -27.50 (meters) GEOID99 BE0012 DYNAMIC HT - 52.923 (meters) 173.63 (feet) COMP BE0012 MODELED GRAV- 979,357.6 (mgal) NAVD 88 BE0012 BE0012 VERT ORDER - FIRST CLASS II BE0012 BE0012.The horizontal coordinates were scaled from a topographic map and have BE0012.an estimated accuracy of +/- 6 seconds. BE0012 BE0012.The orthometric height was determined by differential leveling BE0012.and adjusted by the National Geodetic Survey in June 1991. BE0012.WARNING-Repeat measurements at this control monument indicate possible BE0012.vertical movement. BE0012 BE0012.The geoid height was determined by GEOID99. BE0012 BE0012.The dynamic height is computed by dividing the NAVD 88 BE0012.geopotential number by the normal gravity value computed on the BE0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0012.degrees latitude (g = 980.6199 gals.). BE0012 BE0012.The modeled gravity was interpolated from observed gravity values. BE0012 BE0012; North East Units Estimated Accuracy BE0012;SPC FL N - 195,990. 460,300. MT (+/- 180 meters Scaled) BE0012 BE0012 SUPERSEDED SURVEY CONTROL BE0012 BE0012 NGVD 29 - 53.076 (m) 174.13 (f) ADJ UNCH 1 2 BE0012 BE0012.Superseded values are not recommended for survey control. BE0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0012.See file dsdata.txt to determine how the superseded data were derived. BE0012 BE0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV996034(NAD 83) BE0012_MARKER: DR = REFERENCE MARK DISK BE0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE0012_STAMPING: MOODY NO 1 1938 BE0012_MARK LOGO: CGS BE0012_MAGNETIC: N = NO MAGNETIC MATERIAL BE0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0012+STABILITY: SURFACE MOTION BE0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BE0012+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1991 BE0012 BE0012 HISTORY - Date Condition Report By BE0012 HISTORY - 1938 MONUMENTED CGS BE0012 HISTORY - 1955 GOOD NGS BE0012 HISTORY - 1973 GOOD NGS BE0012 HISTORY - 1978 GOOD FLDT BE0012 HISTORY - 19910523 GOOD NGS BE0012 HISTORY - 20010331 GOOD NGS BE0012 BE0012 STATION DESCRIPTION BE0012 BE0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 BE0012'3 MI NW FROM PONCE DE LEON. BE0012'ABOUT 2.95 MILES NORTHWEST AND NORTH ALONG STATE HIGHWAY 81 FROM BE0012'THE JUNCTION OF U.S. HIGHWAY 90 AT PONCE DE LEON, 51 1/2 FEET BE0012'EAST OF CENTER LINE OF HIGHWAY, ABOUT 75 YARDS NORTH OF THE TOP BE0012'OF A GRADE, 105 1/2 FEET NORTH OF STATION MARK, 147 1/2 FEET BE0012'NORTHEAST AND ACROSS HIGHWAY FROM RM NO. 2, ABOUT 3 1/2 FEET BE0012'ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST BE0012'PROJECTING 4 INCHES. BE0012 BE0012 STATION RECOVERY (1973) BE0012 BE0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 BE0012'RECOVERED IN GOOD CONDITION. BE0012 BE0012 STATION RECOVERY (1978) BE0012 BE0012'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 BE0012'RECOVERED IN GOOD CONDITION. BE0012 BE0012 STATION RECOVERY (1991) BE0012 BE0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT) BE0012'THE STATION IS ABOUT 3.0 MI (4.8 KM) NORTH OF PONCE DE LEON, 7.2 MI BE0012'(11.6 KM) SOUTH OF PROSPERITY IN SECTION 17, T 4 N, R 17 W. TO REACH BE0012'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY 81 BE0012'IN PONCE DE LEON, GO NORTH ON STATE HIGHWAY 81 FOR 2.9 MI (4.7 KM) TO BE0012'THE MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT BE0012'PROJECTING 0.4 FT (12.2 CM) ABOVE THE LEVEL OF THE GROUND. LOCATED BE0012'147.5 FT (45.0 M) NORTHEAST AND ACROSS THE HIGHWAY FROM MOODY NO 2, BE0012'105.5 FT (32.2 M) NORTH OF STATION MOODY, 51.5 FT (15.7 M) EAST OF THE BE0012'CENTERLINE OF THE HIGHWAY, 3.5 FT (1.1 M) ABOVE THE LEVEL OF THE BE0012'HIGHWAY AND 0.6 FT (18.3 CM) WEST OF A CARSONITE WITNESS POST. BE0012 BE0012 STATION RECOVERY (2001) BE0012 BE0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) BE0012'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.