1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL0284 *********************************************************************** AL0284 DESIGNATION - BUSHNELL MUNICIPAL TANK AL0284 PID - AL0284 AL0284 STATE/COUNTY- FL/SUMTER AL0284 USGS QUAD - BUSHNELL (1984) AL0284 AL0284 *CURRENT SURVEY CONTROL AL0284 ___________________________________________________________________ AL0284* NAD 83(1990)- 28 40 03.00894(N) 082 06 40.55700(W) ADJUSTED AL0284* NAVD 88 - AL0284 ___________________________________________________________________ AL0284 LAPLACE CORR- -0.57 (seconds) DEFLEC99 AL0284 GEOID HEIGHT- -26.99 (meters) GEOID99 AL0284 AL0284 HORZ ORDER - THIRD AL0284 AL0284.The horizontal coordinates were established by classical geodetic methods AL0284.and adjusted by the National Geodetic Survey in May 1991. AL0284 AL0284 AL0284.The Laplace correction was computed from DEFLEC99 derived deflections. AL0284 AL0284.The geoid height was determined by GEOID99. AL0284 AL0284; North East Units Scale Converg. AL0284;SPC FL W - 480,185.570 189,124.501 MT 0.99994264 -0 03 12.2 AL0284;UTM 17 - 3,171,653.852 391,414.518 MT 0.99974551 -0 31 59.4 AL0284 AL0284 SUPERSEDED SURVEY CONTROL AL0284 AL0284 NAD 83(1986)- 28 40 03.01003(N) 082 06 40.55764(W) AD( ) 4 AL0284 NAD 27 - 28 40 02.03300(N) 082 06 41.25700(W) AD( ) 3 AL0284 AL0284.Superseded values are not recommended for survey control. AL0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0284.See file dsdata.txt to determine how the superseded data were derived. AL0284 AL0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9141571654(NAD 83) AL0284_MARKER: 53 = ELEVATED TANK AL0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL0284+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AL0284 AL0284 HISTORY - Date Condition Report By AL0284 HISTORY - 1937 FIRST OBSERVED CGS AL0284 HISTORY - 1958 GOOD CGS AL0284 HISTORY - 1974 GOOD NGS AL0284 HISTORY - 19900130 GOOD USPSQD AL0284 HISTORY - 1991 GOOD USPSQD AL0284 HISTORY - 19980115 GOOD USPSQD AL0284 HISTORY - 20030310 GOOD GEOCAC AL0284 AL0284 STATION DESCRIPTION AL0284 AL0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ALW) AL0284'THIS STATION WAS RECOVERED IN MARCH 1958. IT IS THE TOP OF THE AL0284'CENTER OF THE BUSHNELL MUNICIPAL WATER TANK, A SILVER-COLORED AL0284'STEEL TANK IN THE N PART OF BUSHNELL, ABOUT 250 YD. N OF THE AL0284'SEABOARD AIR LINE RAILROAD STATION, 125 FT. E OF THE RAILROAD. AL0284 AL0284 STATION RECOVERY (1974) AL0284 AL0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN) AL0284'STATION WAS RECOVERED IN GOOD CONDITION. IT IS LOCATED ON THE AL0284'NORTH EDGE OF THE BUSINESS DISTRICT IN BUSHNELL. STATION IS AL0284'THE TOP OF AN OLD TYPE WATER TANK THAT IS SUPPORTED BY 4 LEGS AL0284'AND IS PAINTED SILVER. AL0284 AL0284 STATION RECOVERY (1990) AL0284 AL0284'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL0284'RECOVERED IN GOOD CONDITION. AL0284 AL0284 STATION RECOVERY (1991) AL0284 AL0284'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL0284'RECOVERED IN GOOD CONDITION. AL0284 AL0284 STATION RECOVERY (1998) AL0284 AL0284'RECOVERY NOTE BY US POWER SQUADRON 1998 AL0284'RECOVERED IN GOOD CONDITION. AL0284 AL0284 STATION RECOVERY (2003) AL0284 AL0284'RECOVERY NOTE BY GEOCACHING 2003 (MDM) AL0284'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6090 *********************************************************************** AL6090 DESIGNATION - E 57 RESET 1937 AL6090 PID - AL6090 AL6090 STATE/COUNTY- FL/SUMTER AL6090 USGS QUAD - WILDWOOD (1967) AL6090 AL6090 *CURRENT SURVEY CONTROL AL6090 ___________________________________________________________________ AL6090* NAD 83(1986)- 28 52 10. (N) 082 02 16. (W) SCALED AL6090* NAVD 88 - 19.28 (meters) 63.3 (feet) RESET AL6090 ___________________________________________________________________ AL6090 GEOID HEIGHT- -27.43 (meters) GEOID99 AL6090 AL6090 VERT ORDER - THIRD AL6090 AL6090.The horizontal coordinates were scaled from a topographic map and have AL6090.an estimated accuracy of +/- 6 seconds. AL6090 AL6090.The orthometric height was computed from unverified reset data. AL6090 AL6090.The geoid height was determined by GEOID99. AL6090 AL6090; North East Units Estimated Accuracy AL6090;SPC FL W - 502,560. 196,320. MT (+/- 180 meters Scaled) AL6090 AL6090 SUPERSEDED SURVEY CONTROL AL6090 AL6090 NGVD 29 - 19.55 (m) 64.1 (f) RESET 3 AL6090 AL6090.Superseded values are not recommended for survey control. AL6090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6090.See file dsdata.txt to determine how the superseded data were derived. AL6090 AL6090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM987939(NAD 83) AL6090_MARKER: DB = BENCH MARK DISK AL6090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6090_STAMPING: E 57 RESET 1937 AL6090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6090+STABILITY: SURFACE MOTION AL6090 AL6090 HISTORY - Date Condition Report By AL6090 HISTORY - 1937 MONUMENTED CGS AL6090 HISTORY - 1958 MARK NOT FOUND NGS AL6090 HISTORY - 19910112 MARK NOT FOUND USPSQD AL6090 AL6090 STATION DESCRIPTION AL6090 AL6090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AL6090'AT WILDWOOD. AL6090'AT WILDWOOD, SUMTER COUNTY, 0.4 MILE NORTH OF THE SEABOARD AIR AL6090'LINE RAILROAD STATION, 45 FEET SOUTH OF MILEPOST 761, 7 POLES AL6090'SOUTH OF THE CITY ICE PLANT, AND 89 FEET WEST OF THE WEST RAIL AL6090'OF THE MAIN TRACK. A STANDARD DISK, STAMPED E 57 RESET 1937 AL6090'AND SET IN THE TOP OF A CONCRETE POST. AL6090 AL6090 STATION RECOVERY (1991) AL6090 AL6090'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL6090'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6858 *********************************************************************** AL6858 DESIGNATION - I75 73 C76 RM 2 AL6858 PID - AL6858 AL6858 STATE/COUNTY- FL/SUMTER AL6858 USGS QUAD - SAINT CATHERINE (1958) AL6858 AL6858 *CURRENT SURVEY CONTROL AL6858 ___________________________________________________________________ AL6858* NAD 83(1986)- 28 34 49. (N) 082 13 01. (W) SCALED AL6858* NAVD 88 - 19.581 (meters) 64.24 (feet) POSTED AL6858 ___________________________________________________________________ AL6858 GEOID HEIGHT- -26.79 (meters) GEOID99 AL6858 DYNAMIC HT - 19.550 (meters) 64.14 (feet) COMP AL6858 MODELED GRAV- 979,210.3 (mgal) NAVD 88 AL6858 AL6858 VERT ORDER - * POSTED, Code E , SEE BELOW AL6858 AL6858.The horizontal coordinates were scaled from a topographic map and have AL6858.an estimated accuracy of +/- 6 seconds. AL6858 AL6858.The orthometric height was determined by differential leveling AL6858.and adjusted by the National Geodetic Survey in 1992. AL6858.* This is a POSTED BENCH MARK height. Code E indicates a distribution AL6858.rate of 4.1 thru 8.0 mm/km. AL6858 AL6858.The geoid height was determined by GEOID99. AL6858 AL6858.The dynamic height is computed by dividing the NAVD 88 AL6858.geopotential number by the normal gravity value computed on the AL6858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6858.degrees latitude (g = 980.6199 gals.). AL6858 AL6858.The modeled gravity was interpolated from observed gravity values. AL6858 AL6858; North East Units Estimated Accuracy AL6858;SPC FL W - 470,530. 178,780. MT (+/- 180 meters Scaled) AL6858 AL6858 SUPERSEDED SURVEY CONTROL AL6858 AL6858 NGVD 29 - 19.825 (m) 65.04 (f) ADJ UNCH 2 2 AL6858 AL6858.Superseded values are not recommended for survey control. AL6858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6858.See file dsdata.txt to determine how the superseded data were derived. AL6858 AL6858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM809620(NAD 83) AL6858_MARKER: DD = SURVEY DISK AL6858_SETTING: 36 = BRIDGE WALK AL6858_STAMPING: I75 73 C76 RM 2 AL6858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL6858 AL6858 HISTORY - Date Condition Report By AL6858 HISTORY - 1973 MONUMENTED FLDT AL6858 HISTORY - 1976 GOOD FLDT AL6858 HISTORY - 1991 GOOD USPSQD AL6858 HISTORY - 20030311 MARK NOT FOUND USPSQD AL6858 AL6858 STATION DESCRIPTION AL6858 AL6858'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AL6858'9.7 MI SW FROM BUSHNELL. AL6858'FROM THE INTERSECTION OF STATE ROUTE 48 AND U.S. ROUTE 301, AT AL6858'BUSHNELL GO NORTH AND WEST ON STATE ROUTE 48 FOR ABOUT 2.1 MILES TO AL6858'THE INTERSECTION OF INTERSTATE ROUTE 75, THEN GO SOUTHWEST ON AL6858'INTERSTATE ROUTE 75 FOR ABOUT 7.6 MILES TO THE SUMTER-HERNANDO COUNTY AL6858'LINE (WITHLACOOCHEE RIVER BRIDGE) AND REFERENCE MARK. WHICH IS SET IN AL6858'A DRILL HOLE IN THE TOP NORTHEAST END OF SOUTHEAST CONCRETE WALK OF AL6858'SOUTHBOUND BRIDGE. IT IS 18.3 FEET SOUTHEAST OF CENTER OF SOUTHBOUND AL6858'LANE, 2.1 FEET SOUTHEAST OF A METAL GUARDRAIL AND 1.6 FEET NORTHWEST AL6858'OF THE NORTH CORNER OF THE CONCRETE GUARDRAIL. SECTION 16, T 22S, R AL6858'21E. AL6858 AL6858 STATION RECOVERY (1991) AL6858 AL6858'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL6858'RECOVERED IN GOOD CONDITION. AL6858 AL6858 STATION RECOVERY (2003) AL6858 AL6858'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AL6858'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6864 *********************************************************************** AL6864 DESIGNATION - I75 73 C78 RM 2 AL6864 PID - AL6864 AL6864 STATE/COUNTY- FL/SUMTER AL6864 USGS QUAD - SAINT CATHERINE (1958) AL6864 AL6864 *CURRENT SURVEY CONTROL AL6864 ___________________________________________________________________ AL6864* NAD 83(1986)- 28 35 32. (N) 082 12 28. (W) SCALED AL6864* NAVD 88 - 28.670 (meters) 94.06 (feet) POSTED AL6864 ___________________________________________________________________ AL6864 GEOID HEIGHT- -26.82 (meters) GEOID99 AL6864 DYNAMIC HT - 28.630 (meters) 93.93 (feet) COMP AL6864 MODELED GRAV- 979,211.9 (mgal) NAVD 88 AL6864 AL6864 VERT ORDER - * POSTED, Code E , SEE BELOW AL6864 AL6864.The horizontal coordinates were scaled from a topographic map and have AL6864.an estimated accuracy of +/- 6 seconds. AL6864 AL6864.The orthometric height was determined by differential leveling AL6864.and adjusted by the National Geodetic Survey in 1992. AL6864.* This is a POSTED BENCH MARK height. Code E indicates a distribution AL6864.rate of 4.1 thru 8.0 mm/km. AL6864 AL6864.The geoid height was determined by GEOID99. AL6864 AL6864.The dynamic height is computed by dividing the NAVD 88 AL6864.geopotential number by the normal gravity value computed on the AL6864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6864.degrees latitude (g = 980.6199 gals.). AL6864 AL6864.The modeled gravity was interpolated from observed gravity values. AL6864 AL6864; North East Units Estimated Accuracy AL6864;SPC FL W - 471,860. 179,680. MT (+/- 180 meters Scaled) AL6864 AL6864 SUPERSEDED SURVEY CONTROL AL6864 AL6864 NGVD 29 - 28.916 (m) 94.87 (f) ADJ UNCH 2 2 AL6864 AL6864.Superseded values are not recommended for survey control. AL6864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6864.See file dsdata.txt to determine how the superseded data were derived. AL6864 AL6864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM818634(NAD 83) AL6864_MARKER: DD = SURVEY DISK AL6864_SETTING: 36 = BRIDGE WALK AL6864_STAMPING: I75 73 C78 RM 2 AL6864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL6864 AL6864 HISTORY - Date Condition Report By AL6864 HISTORY - 1973 MONUMENTED FLDT AL6864 HISTORY - 1976 GOOD FLDT AL6864 HISTORY - 1991 GOOD USPSQD AL6864 HISTORY - 20030311 MARK NOT FOUND USPSQD AL6864 AL6864 STATION DESCRIPTION AL6864 AL6864'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AL6864'8.7 MI SW FROM BUSHNELL. AL6864'FROM THE INTERSECTION OF STATE ROUTE 48 AND U.S. ROUTE 301, AT AL6864'BUSHNELL, GO NORTH AND WEST ON STATE ROUTE 48 FOR ABOUT 2.1 MILES TO AL6864'THE INTERSECTION OF INTERSTATE ROUTE 75, THEN GO SOUTHWEST ON AL6864'INTERSTATE ROUTE 75 FOR ABOUT 6.6 MILES TO BRIDGE OVER A.C.L. RAILROAD AL6864'AND REFERENCE MARK. WHICH IS SET IN A DRILL HOLE IN THE TOP SOUTHWEST AL6864'END OF THE NORTHWEST CONCRETE BRIDGE WALK OF SOUTHBOUND BRIDGE. IT IS AL6864'21.7 FEET NORTHWEST OF CENTER OF SOUTHBOUND LANE, 12.1 FEET AL6864'NORTH-NORTHEAST OF THE SOUTH CORNER OF THE CONCRETE GUARDRAIL AND 6.4 AL6864'FEET NORTH-NORTHEAST OF THE NORTHEAST END OF THE METAL GUARDRAIL. AL6864'SECTION 9, T 22S, R 21E. AL6864 AL6864 STATION RECOVERY (1991) AL6864 AL6864'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL6864'RECOVERED IN GOOD CONDITION. AL6864 AL6864 STATION RECOVERY (2003) AL6864 AL6864'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AL6864'GUARD RAILS HAVE BEEN REPLACED 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6878 *********************************************************************** AL6878 DESIGNATION - I75 73 D04 RM 1 AL6878 PID - AL6878 AL6878 STATE/COUNTY- FL/SUMTER AL6878 USGS QUAD - WAHOO (1958) AL6878 AL6878 *CURRENT SURVEY CONTROL AL6878 ___________________________________________________________________ AL6878* NAD 83(1986)- 28 37 35. (N) 082 10 33. (W) SCALED AL6878* NAVD 88 - 20.314 (meters) 66.65 (feet) POSTED AL6878 ___________________________________________________________________ AL6878 GEOID HEIGHT- -26.89 (meters) GEOID99 AL6878 DYNAMIC HT - 20.280 (meters) 66.54 (feet) COMP AL6878 MODELED GRAV- 979,216.2 (mgal) NAVD 88 AL6878 AL6878 VERT ORDER - * POSTED, Code F , SEE BELOW AL6878 AL6878.The horizontal coordinates were scaled from a topographic map and have AL6878.an estimated accuracy of +/- 6 seconds. AL6878 AL6878.The orthometric height was determined by differential leveling AL6878.and adjusted by the National Geodetic Survey in 1992. AL6878.* This is a POSTED BENCH MARK height. Code F indicates a distribution AL6878.rate greater than 8.0 mm/km. AL6878 AL6878.The geoid height was determined by GEOID99. AL6878 AL6878.The dynamic height is computed by dividing the NAVD 88 AL6878.geopotential number by the normal gravity value computed on the AL6878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6878.degrees latitude (g = 980.6199 gals.). AL6878 AL6878.The modeled gravity was interpolated from observed gravity values. AL6878 AL6878; North East Units Estimated Accuracy AL6878;SPC FL W - 475,640. 182,810. MT (+/- 180 meters Scaled) AL6878 AL6878 SUPERSEDED SURVEY CONTROL AL6878 AL6878 NGVD 29 - 20.564 (m) 67.47 (f) ADJ UNCH 2 2 AL6878 AL6878.Superseded values are not recommended for survey control. AL6878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6878.See file dsdata.txt to determine how the superseded data were derived. AL6878 AL6878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM850671(NAD 83) AL6878_MARKER: DD = SURVEY DISK AL6878_SETTING: 36 = BRIDGE CURB AL6878_STAMPING: I75 73 D04 RM 1 AL6878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL6878 AL6878 HISTORY - Date Condition Report By AL6878 HISTORY - 1973 MONUMENTED FLDT AL6878 HISTORY - 1976 GOOD FLDT AL6878 HISTORY - 19910206 GOOD USPSQD AL6878 HISTORY - 20030311 MARK NOT FOUND USPSQD AL6878 AL6878 STATION DESCRIPTION AL6878 AL6878'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AL6878'5.65 MI SW FROM BUSHNELL. AL6878'FROM THE INTERSECTION OF STATE ROUTE 48 AND U.S. ROUTE 301, AT AL6878'BUSHNELL, GO NORTH AND WEST ON STATE ROUTE 48 FOR ABOUT 2.1 MILES TO AL6878'THE INTERSECTION OF INTERSTATE ROUTE 75, THEN GO SOUTHWEST ON AL6878'INTERSTATE ROUTE 75 FOR ABOUT 3.55 MILES TO BRIDGE OVER A SLOUGH AND AL6878'REFERENCE MARK. WHICH IS SET IN A DRILL HOLE IN THE TOP SOUTHWEST AL6878'CONCRETE CURB OF NORTHWEST GUARDRAIL OF NORTHBOUND BRIDGE. IT IS 19.7 AL6878'FEET NORTHWEST OF CENTER OF NORTHBOUND LANE, 3.2 FEET NORTHWEST OF A AL6878'METAL GUARDRAIL AND 1.0 FOOT SOUTH OF THE SOUTHWEST CORNER OF THE AL6878'CONCRETE GUARDRAIL. SECTION 26, T 21S, R 21E. AL6878 AL6878 STATION RECOVERY (1991) AL6878 AL6878'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL6878'RECOVERED IN GOOD CONDITION. AL6878 AL6878 STATION RECOVERY (2003) AL6878 AL6878'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AL6878'GUARD RAILS HAVE BEEN REPLACED 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL7010 *********************************************************************** AL7010 DESIGNATION - I75 A 10 AL7010 PID - AL7010 AL7010 STATE/COUNTY- FL/SUMTER AL7010 USGS QUAD - SAINT CATHERINE (1958) AL7010 AL7010 *CURRENT SURVEY CONTROL AL7010 ___________________________________________________________________ AL7010* NAD 83(1986)- 28 35 32. (N) 082 12 28. (W) SCALED AL7010* NAVD 88 - 28.781 (meters) 94.43 (feet) POSTED AL7010 ___________________________________________________________________ AL7010 GEOID HEIGHT- -26.82 (meters) GEOID99 AL7010 DYNAMIC HT - 28.740 (meters) 94.29 (feet) COMP AL7010 MODELED GRAV- 979,211.9 (mgal) NAVD 88 AL7010 AL7010 VERT ORDER - * POSTED, Code C , SEE BELOW AL7010 AL7010.The horizontal coordinates were scaled from a topographic map and have AL7010.an estimated accuracy of +/- 6 seconds. AL7010 AL7010.The orthometric height was determined by differential leveling AL7010.and adjusted by the National Geodetic Survey in 1992. AL7010.* This is a POSTED BENCH MARK height. Code C indicates a distribution AL7010.rate of 2.1 thru 3.0 mm/km. AL7010 AL7010.The geoid height was determined by GEOID99. AL7010 AL7010.The dynamic height is computed by dividing the NAVD 88 AL7010.geopotential number by the normal gravity value computed on the AL7010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7010.degrees latitude (g = 980.6199 gals.). AL7010 AL7010.The modeled gravity was interpolated from observed gravity values. AL7010 AL7010; North East Units Estimated Accuracy AL7010;SPC FL W - 471,860. 179,680. MT (+/- 180 meters Scaled) AL7010 AL7010 SUPERSEDED SURVEY CONTROL AL7010 AL7010 NGVD 29 - 29.027 (m) 95.23 (f) ADJ UNCH 2 2 AL7010 AL7010.Superseded values are not recommended for survey control. AL7010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7010.See file dsdata.txt to determine how the superseded data were derived. AL7010 AL7010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM818634(NAD 83) AL7010_MARKER: DD = SURVEY DISK AL7010_SETTING: 36 = BRIDGE CURB AL7010_STAMPING: I75 A10 AL7010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL7010 AL7010 HISTORY - Date Condition Report By AL7010 HISTORY - UNK MONUMENTED FLDT AL7010 HISTORY - 1976 GOOD FLDT AL7010 HISTORY - 1991 GOOD USPSQD AL7010 HISTORY - 20030311 MARK NOT FOUND USPSQD AL7010 AL7010 STATION DESCRIPTION AL7010 AL7010'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AL7010'8.7 MI SW FROM BUSHNELL. AL7010'FROM THE INTERSECTION OF STATE ROUTE 48 AND U.S. ROUTE 301, AT AL7010'BUSHNELL, GO NORTH AND WEST ON STATE ROUTE 48 FOR ABOUT 2.1 MILES TO AL7010'THE INTERSECTION OF INTERSTATE ROUTE 75, THEN GO SOUTHWEST ON AL7010'INTERSTATE ROUTE 75 FOR ABOUT 6.6 MILES TO BRIDGE OVER A.C.L. RAILROAD AL7010'AND BENCH MARK. WHICH IS SET IN A DRILL HOLE IN THE TOP SOUTHWEST AL7010'CURB OF NORTHWEST CONCRETE GUARDRAIL OF NORTHBOUND BRIDGE. IT IS 21.2 AL7010'FEET NORTHWEST OF CENTER OF NORTHBOUND LANE AND 5.7 FEET NORTHWEST OF AL7010'THE METAL GUARDRAIL. SECTION 9, T 22S, R 21E. AL7010 AL7010 STATION RECOVERY (1991) AL7010 AL7010'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7010'RECOVERED IN GOOD CONDITION. AL7010 AL7010 STATION RECOVERY (2003) AL7010 AL7010'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AL7010'GUARD RAILS HAVE BEEN REPLACED 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL7011 *********************************************************************** AL7011 DESIGNATION - I75 B 10 AL7011 PID - AL7011 AL7011 STATE/COUNTY- FL/SUMTER AL7011 USGS QUAD - SAINT CATHERINE (1958) AL7011 AL7011 *CURRENT SURVEY CONTROL AL7011 ___________________________________________________________________ AL7011* NAD 83(1986)- 28 35 32. (N) 082 12 28. (W) SCALED AL7011* NAVD 88 - 28.832 (meters) 94.59 (feet) POSTED AL7011 ___________________________________________________________________ AL7011 GEOID HEIGHT- -26.82 (meters) GEOID99 AL7011 DYNAMIC HT - 28.790 (meters) 94.46 (feet) COMP AL7011 MODELED GRAV- 979,211.9 (mgal) NAVD 88 AL7011 AL7011 VERT ORDER - * POSTED, Code B , SEE BELOW AL7011 AL7011.The horizontal coordinates were scaled from a topographic map and have AL7011.an estimated accuracy of +/- 6 seconds. AL7011 AL7011.The orthometric height was determined by differential leveling AL7011.and adjusted by the National Geodetic Survey in 1992. AL7011.* This is a POSTED BENCH MARK height. Code B indicates a distribution AL7011.rate of 1.1 thru 2.0 mm/km. AL7011 AL7011.The geoid height was determined by GEOID99. AL7011 AL7011.The dynamic height is computed by dividing the NAVD 88 AL7011.geopotential number by the normal gravity value computed on the AL7011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7011.degrees latitude (g = 980.6199 gals.). AL7011 AL7011.The modeled gravity was interpolated from observed gravity values. AL7011 AL7011; North East Units Estimated Accuracy AL7011;SPC FL W - 471,860. 179,680. MT (+/- 180 meters Scaled) AL7011 AL7011 SUPERSEDED SURVEY CONTROL AL7011 AL7011 NGVD 29 - 29.077 (m) 95.40 (f) ADJ UNCH 2 2 AL7011 AL7011.Superseded values are not recommended for survey control. AL7011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7011.See file dsdata.txt to determine how the superseded data were derived. AL7011 AL7011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM818634(NAD 83) AL7011_MARKER: DD = SURVEY DISK AL7011_SETTING: 36 = BRIDGE WALK AL7011_STAMPING: I75 B10 AL7011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL7011 AL7011 HISTORY - Date Condition Report By AL7011 HISTORY - UNK MONUMENTED FLDT AL7011 HISTORY - 1976 GOOD FLDT AL7011 HISTORY - 1991 GOOD USPSQD AL7011 HISTORY - 20030311 MARK NOT FOUND USPSQD AL7011 AL7011 STATION DESCRIPTION AL7011 AL7011'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AL7011'8.7 MI SW FROM BUSHNELL. AL7011'FROM THE INTERSECTION OF STATE ROUTE 48 AND U.S. ROUTE 301, AT AL7011'BUSHNELL, GO NORTH AND WEST ON STATE ROUTE 48 FOR ABOUT 2.1 MILES TO AL7011'THE INTERSECTION OF INTERSTATE ROUTE 75, THEN GO SOUTHWEST ON AL7011'INTERSTATE ROUTE 75 FOR ABOUT 6.6 MILES TO BRIDGE OVER A.C.L. RAILROAD AL7011'AND BENCH MARK. WHICH IS SET IN A DRILL HOLE IN THE TOP NORTHWEST AL7011'CONCRETE BRIDGE WALK OF SOUTHBOUND BRIDGE. IT IS 21.8 FEET NORTHWEST AL7011'OF CENTER OF SOUTHBOUND LANE, 7.8 FEET SOUTH-SOUTHWEST OF THE AL7011'NORTHEAST CORNER OF THE CONCRETE GUARDRAIL AND 5.4 FEET AL7011'SOUTH-SOUTHWEST OF THE SOUTHWEST END OF THE METAL GUARDRAIL. SECTION AL7011'9, T 22S, R 21E. AL7011 AL7011 STATION RECOVERY (1991) AL7011 AL7011'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7011'RECOVERED IN GOOD CONDITION. AL7011 AL7011 STATION RECOVERY (2003) AL7011 AL7011'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AL7011'GUARD RAILS HAVE BEEN REPLACED 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL7013 *********************************************************************** AL7013 DESIGNATION - I75 D 10 AL7013 PID - AL7013 AL7013 STATE/COUNTY- FL/SUMTER AL7013 USGS QUAD - SAINT CATHERINE (1958) AL7013 AL7013 *CURRENT SURVEY CONTROL AL7013 ___________________________________________________________________ AL7013* NAD 83(1986)- 28 36 08. (N) 082 12 13. (W) SCALED AL7013* NAVD 88 - 25.091 (meters) 82.32 (feet) POSTED AL7013 ___________________________________________________________________ AL7013 GEOID HEIGHT- -26.84 (meters) GEOID99 AL7013 DYNAMIC HT - 25.050 (meters) 82.18 (feet) COMP AL7013 MODELED GRAV- 979,212.9 (mgal) NAVD 88 AL7013 AL7013 VERT ORDER - * POSTED, Code B , SEE BELOW AL7013 AL7013.The horizontal coordinates were scaled from a topographic map and have AL7013.an estimated accuracy of +/- 6 seconds. AL7013 AL7013.The orthometric height was determined by differential leveling AL7013.and adjusted by the National Geodetic Survey in 1992. AL7013.* This is a POSTED BENCH MARK height. Code B indicates a distribution AL7013.rate of 1.1 thru 2.0 mm/km. AL7013 AL7013.The geoid height was determined by GEOID99. AL7013 AL7013.The dynamic height is computed by dividing the NAVD 88 AL7013.geopotential number by the normal gravity value computed on the AL7013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7013.degrees latitude (g = 980.6199 gals.). AL7013 AL7013.The modeled gravity was interpolated from observed gravity values. AL7013 AL7013; North East Units Estimated Accuracy AL7013;SPC FL W - 472,960. 180,090. MT (+/- 180 meters Scaled) AL7013 AL7013 SUPERSEDED SURVEY CONTROL AL7013 AL7013 NGVD 29 - 25.337 (m) 83.13 (f) ADJ UNCH 2 2 AL7013 AL7013.Superseded values are not recommended for survey control. AL7013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7013.See file dsdata.txt to determine how the superseded data were derived. AL7013 AL7013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM823645(NAD 83) AL7013_MARKER: DD = SURVEY DISK AL7013_SETTING: 36 = BRIDGE WALK AL7013_STAMPING: I75 D10 83.12 AL7013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL7013 AL7013 HISTORY - Date Condition Report By AL7013 HISTORY - UNK MONUMENTED FLDT AL7013 HISTORY - 1976 GOOD FLDT AL7013 HISTORY - 1991 GOOD USPSQD AL7013 HISTORY - 20030311 GOOD USPSQD AL7013 AL7013 STATION DESCRIPTION AL7013 AL7013'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AL7013'8.0 MI SW FROM BUSHNELL. AL7013'FROM THE INTERSECTION OF STATE ROUTE 48 AND U.S. ROUTE 301, AT AL7013'BUSHNELL, GO NORTH AND WEST ON STATE ROUTE 48 FOR ABOUT 2.1 MILES TO AL7013'THE INTERSECTION OF INTERSTATE ROUTE 75, THEN GO SOUTHWEST ON AL7013'INTERSTATE ROUTE 75 FOR ABOUT 5.9 MILES TO THE INTERSECTION OF STATE AL7013'ROUTE 476B AND BENCH MARK. WHICH IS SET IN A DRILL HOLE IN THE TOP AL7013'EAST END OF THE NORTH CONCRETE BRIDGE WALK. IT IS 14.4 FEET WEST OF AL7013'THE EAST END OF THE CONCRETE GUARDRAIL AND 12.9 FEET NORTH OF CENTER AL7013'OF STATE ROUTE 476B. SECTION 4, T 22S, R 21E. AL7013 AL7013 STATION RECOVERY (1991) AL7013 AL7013'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7013'RECOVERED IN GOOD CONDITION. AL7013 AL7013 STATION RECOVERY (2003) AL7013 AL7013'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AL7013'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL7009 *********************************************************************** AL7009 DESIGNATION - I75 Z 9 AL7009 PID - AL7009 AL7009 STATE/COUNTY- FL/SUMTER AL7009 USGS QUAD - SAINT CATHERINE (1958) AL7009 AL7009 *CURRENT SURVEY CONTROL AL7009 ___________________________________________________________________ AL7009* NAD 83(1986)- 28 34 49. (N) 082 13 01. (W) SCALED AL7009* NAVD 88 - 19.457 (meters) 63.84 (feet) POSTED AL7009 ___________________________________________________________________ AL7009 GEOID HEIGHT- -26.79 (meters) GEOID99 AL7009 DYNAMIC HT - 19.430 (meters) 63.75 (feet) COMP AL7009 MODELED GRAV- 979,210.3 (mgal) NAVD 88 AL7009 AL7009 VERT ORDER - * POSTED, Code C , SEE BELOW AL7009 AL7009.The horizontal coordinates were scaled from a topographic map and have AL7009.an estimated accuracy of +/- 6 seconds. AL7009 AL7009.The orthometric height was determined by differential leveling AL7009.and adjusted by the National Geodetic Survey in 1992. AL7009.* This is a POSTED BENCH MARK height. Code C indicates a distribution AL7009.rate of 2.1 thru 3.0 mm/km. AL7009 AL7009.The geoid height was determined by GEOID99. AL7009 AL7009.The dynamic height is computed by dividing the NAVD 88 AL7009.geopotential number by the normal gravity value computed on the AL7009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7009.degrees latitude (g = 980.6199 gals.). AL7009 AL7009.The modeled gravity was interpolated from observed gravity values. AL7009 AL7009; North East Units Estimated Accuracy AL7009;SPC FL W - 470,530. 178,780. MT (+/- 180 meters Scaled) AL7009 AL7009 SUPERSEDED SURVEY CONTROL AL7009 AL7009 NGVD 29 - 19.702 (m) 64.64 (f) ADJ UNCH 2 2 AL7009 AL7009.Superseded values are not recommended for survey control. AL7009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7009.See file dsdata.txt to determine how the superseded data were derived. AL7009 AL7009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM809620(NAD 83) AL7009_MARKER: DD = SURVEY DISK AL7009_SETTING: 36 = BRIDGE CURB AL7009_STAMPING: I75 Z9 AL7009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL7009 AL7009 HISTORY - Date Condition Report By AL7009 HISTORY - UNK MONUMENTED FLDT AL7009 HISTORY - 1976 GOOD FLDT AL7009 HISTORY - 1991 GOOD USPSQD AL7009 HISTORY - 20030311 MARK NOT FOUND USPSQD AL7009 AL7009 STATION DESCRIPTION AL7009 AL7009'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AL7009'9.7 MI SW FROM BUSHNELL. AL7009'FROM THE INTERSECTION OF STATE ROUTE 48 AND U.S. ROUTE 301, AT AL7009'BUSHNELL, GO NORTH AND WEST ON STATE ROUTE 48 FOR ABOUT 2.1 MILES TO AL7009'THE INTERSECTION OF INTERSTATE ROUTE 75, THEN GO SOUTHWEST ON AL7009'INTERSTATE ROUTE 75 FOR ABOUT 7.6 MILES TO THE SUMTER-HERNANDO COUNTY AL7009'LINE (WITHLACOOCHEE RIVER BRIDGE) AND BENCH MARK. WHICH IS SET IN A AL7009'DRILL HOLE IN THE TOP NORTHWEST CONCRETE CURB OF SOUTHBOUND BRIDGE. IT AL7009'IS 15.8 FEET NORTHWEST OF CENTER OF SOUTHBOUND LANE AND 3.7 FEET AL7009'SOUTHWEST OF THE METAL GUARDRAIL. SECTION 16, T 22S, R 21E. AL7009 AL7009 STATION RECOVERY (1991) AL7009 AL7009'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7009'RECOVERED IN GOOD CONDITION. AL7009 AL7009 STATION RECOVERY (2003) AL7009 AL7009'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AL7009'GUARD RAILS HAVE BEEN REPLACED 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AK0010 *********************************************************************** AK0010 DESIGNATION - R 57 RESET 1958 AK0010 PID - AK0010 AK0010 STATE/COUNTY- FL/SUMTER AK0010 USGS QUAD - LEESBURG WEST (1980) AK0010 AK0010 *CURRENT SURVEY CONTROL AK0010 ___________________________________________________________________ AK0010* NAD 83(1986)- 28 49 23. (N) 081 58 01. (W) SCALED AK0010* NAVD 88 - 21.52 (meters) 70.6 (feet) RESET AK0010 ___________________________________________________________________ AK0010 GEOID HEIGHT- -27.40 (meters) GEOID99 AK0010 AK0010 VERT ORDER - THIRD AK0010 AK0010.The horizontal coordinates were scaled from a topographic map and have AK0010.an estimated accuracy of +/- 6 seconds. AK0010 AK0010.The orthometric height was computed from unverified reset data. AK0010 AK0010.The geoid height was determined by GEOID99. AK0010 AK0010; North East Units Estimated Accuracy AK0010;SPC FL W - 497,420. 203,230. MT (+/- 180 meters Scaled) AK0010 AK0010 SUPERSEDED SURVEY CONTROL AK0010 AK0010 NGVD 29 - 21.80 (m) 71.5 (f) RESET 3 AK0010 AK0010.Superseded values are not recommended for survey control. AK0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK0010.See file dsdata.txt to determine how the superseded data were derived. AK0010 AK0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM056887(NAD 83) AK0010_MARKER: DB = BENCH MARK DISK AK0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK0010_STAMPING: R 57 RESET 1958 AK0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK0010+STABILITY: SURFACE MOTION AK0010 AK0010 HISTORY - Date Condition Report By AK0010 HISTORY - 1958 MONUMENTED CGS AK0010 HISTORY - 1962 GOOD NGS AK0010 AK0010 STATION DESCRIPTION AK0010 AK0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 AK0010'5.2 MI E FROM WILDWOOD. AK0010'5.2 MILES EAST ALONG THE SEABOARD AIR LINE RAILROAD FROM ITS AK0010'CROSSING OF U.S. HIGHWAY 301 AT THE SOUTH EDGE OF WILDWOOD, AK0010'96 YARDS EAST OF MILEPOST 767, 37 FT. NORTH OF THE CENTER LINE AK0010'OF STATE HIGHWAY 44, 21 FT. SOUTH OF THE SOUTH RAIL, 176 YARDS AK0010'WEST OF A DIRT ROAD CROSSING 29.5 FT. EAST NORTHEAST OF A AK0010'TELEPHONE POLE, 3.4 FT. WEST OF A TELEPHONE POLE, 1.7 FT. EAST AK0010'OF A CONCRETE WITNESS POST, SET IN THE TOP OF A CONCRETE POST AK0010'WHICH PROJECTS 0.2 FT. ABOVE THE GROUND. AK0010 AK0010 STATION RECOVERY (1962) AK0010 AK0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 AK0010'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6118 *********************************************************************** AL6118 DESIGNATION - Y 56 RESET 1958 AL6118 PID - AL6118 AL6118 STATE/COUNTY- FL/SUMTER AL6118 USGS QUAD - WILDWOOD (1967) AL6118 AL6118 *CURRENT SURVEY CONTROL AL6118 ___________________________________________________________________ AL6118* NAD 83(1986)- 28 45 15. (N) 082 06 00. (W) SCALED AL6118* NAVD 88 - 18.49 (meters) 60.7 (feet) RESET AL6118 ___________________________________________________________________ AL6118 GEOID HEIGHT- -27.19 (meters) GEOID99 AL6118 DYNAMIC HT - 18.47 (meters) 60.6 (feet) COMP AL6118 MODELED GRAV- 979,227.5 (mgal) NAVD 88 AL6118 AL6118 VERT ORDER - THIRD AL6118 AL6118.The horizontal coordinates were scaled from a topographic map and have AL6118.an estimated accuracy of +/- 6 seconds. AL6118 AL6118.The orthometric height was computed from unverified reset data. AL6118 AL6118.The geoid height was determined by GEOID99. AL6118 AL6118.The dynamic height is computed by dividing the NAVD 88 AL6118.geopotential number by the normal gravity value computed on the AL6118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6118.degrees latitude (g = 980.6199 gals.). AL6118 AL6118.The modeled gravity was interpolated from observed gravity values. AL6118 AL6118; North East Units Estimated Accuracy AL6118;SPC FL W - 489,790. 190,230. MT (+/- 180 meters Scaled) AL6118 AL6118 SUPERSEDED SURVEY CONTROL AL6118 AL6118 NGVD 29 - 18.732 (m) 61.46 (f) ADJ UNCH 2 2 AL6118 AL6118.Superseded values are not recommended for survey control. AL6118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6118.See file dsdata.txt to determine how the superseded data were derived. AL6118 AL6118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM926812(NAD 83) AL6118_MARKER: DB = BENCH MARK DISK AL6118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6118_STAMPING: Y 56 RESET 1958 AL6118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6118+STABILITY: SURFACE MOTION AL6118 AL6118 HISTORY - Date Condition Report By AL6118 HISTORY - 1958 MONUMENTED CGS AL6118 AL6118 STATION DESCRIPTION AL6118 AL6118'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 AL6118'3.7 MI SW FROM COLEMAN. AL6118'3.7 MILES SOUTHWEST ALONG THE TAMPA DIVISION OF THE SEABOARD AL6118'AIR LINE RAILROAD FROM THE STATION AT COLEMAN, 6 1/2 POLES AL6118'NORTHEAST OF MILEPOST 770, 1.2 MILES NORTH OF BENCH MARK X 56, AL6118'47 FT. NORTHWEST OF THE NORTHWEST RAIL, 99.5 FT. SOUTHEAST AL6118'OF THE CENTER LINE OF AN OILED ROAD LEADING TO BUSHNELL, 233 FT. AL6118'SOUTHWEST OF THE CENTER OF THE CROSSING OF THE RAILROAD AND AL6118'STATE HIGHWAY 470, 148 FT. SOUTH OF THE CENTER LINE OF STATE AL6118'HIGHWAY 470, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS AL6118'0.3 FT. ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6101 *********************************************************************** AL6101 DESIGNATION - Z 56 RESET 1958 AL6101 PID - AL6101 AL6101 STATE/COUNTY- FL/SUMTER AL6101 USGS QUAD - WILDWOOD (1967) AL6101 AL6101 *CURRENT SURVEY CONTROL AL6101 ___________________________________________________________________ AL6101* NAD 83(1986)- 28 46 14. (N) 082 05 07. (W) SCALED AL6101* NAVD 88 - 15.38 (meters) 50.5 (feet) RESET AL6101 ___________________________________________________________________ AL6101 GEOID HEIGHT- -27.23 (meters) GEOID99 AL6101 AL6101 VERT ORDER - THIRD AL6101 AL6101.The horizontal coordinates were scaled from a topographic map and have AL6101.an estimated accuracy of +/- 6 seconds. AL6101 AL6101.The orthometric height was computed from unverified reset data. AL6101 AL6101.The geoid height was determined by GEOID99. AL6101 AL6101; North East Units Estimated Accuracy AL6101;SPC FL W - 491,600. 191,670. MT (+/- 180 meters Scaled) AL6101 AL6101 SUPERSEDED SURVEY CONTROL AL6101 AL6101 NGVD 29 - 15.65 (m) 51.3 (f) RESET 3 AL6101 AL6101.Superseded values are not recommended for survey control. AL6101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6101.See file dsdata.txt to determine how the superseded data were derived. AL6101 AL6101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM940830(NAD 83) AL6101_MARKER: DB = BENCH MARK DISK AL6101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6101_STAMPING: Z 56 RESET 1958 AL6101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6101+STABILITY: SURFACE MOTION AL6101 AL6101 HISTORY - Date Condition Report By AL6101 HISTORY - 1958 MONUMENTED CGS AL6101 HISTORY - 1960 GOOD NGS AL6101 AL6101 STATION DESCRIPTION AL6101 AL6101'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 AL6101'2.3 MI S FROM COLEMAN. AL6101'2.3 MILES SOUTH ALONG THE TAMPA DIVISION OF THE SEABOARD AIR AL6101'LINE RAILROAD FROM THE STATION AT WILDWOOD, 0.3 MILE SOUTH OF AL6101'MILEPOST 768, 0.3 MILE NORTHEAST OF A RAILROAD SIGNAL LIGHT, AL6101'69 FT. NORTHWEST OF THE NORTHWEST RAIL, 22 FT. NORTHWEST OF THE AL6101'CENTER LINE OF A TRACK ROAD, 78 FT. WEST OF A TELEPHONE POLE, AL6101'0.1 MILE SOUTHWEST OF A CURVE IN THE RAILROAD, 1.8 FT. SOUTHWEST AL6101'OF A CONCRETE WITNESS POST, SET IN THE TOP OF A CONCRETE POST AL6101'WHICH PROJECTS 0.3 FT. ABOVE THE GROUND. AL6101 AL6101 STATION RECOVERY (1960) AL6101 AL6101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960 AL6101'RECOVERED IN GOOD CONDITION.