1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 AL6263 *********************************************************************** AL6263 DESIGNATION - A 101 RESET 1958 AL6263 PID - AL6263 AL6263 STATE/COUNTY- FL/HILLSBOROUGH AL6263 USGS QUAD - ODESSA (1987) AL6263 AL6263 *CURRENT SURVEY CONTROL AL6263 ___________________________________________________________________ AL6263* NAD 83(1986)- 28 07 44. (N) 082 34 27. (W) SCALED AL6263* NAVD 88 - 18.551 (meters) 60.86 (feet) ADJUSTED AL6263 ___________________________________________________________________ AL6263 GEOID HEIGHT- -25.15 (meters) GEOID99 AL6263 DYNAMIC HT - 18.525 (meters) 60.78 (feet) COMP AL6263 MODELED GRAV- 979,198.0 (mgal) NAVD 88 AL6263 AL6263 VERT ORDER - FIRST CLASS II AL6263 AL6263.The horizontal coordinates were scaled from a topographic map and have AL6263.an estimated accuracy of +/- 6 seconds. AL6263 AL6263.The orthometric height was determined by differential leveling AL6263.and adjusted by the National Geodetic Survey in June 1991. AL6263 AL6263.The geoid height was determined by GEOID99. AL6263 AL6263.The dynamic height is computed by dividing the NAVD 88 AL6263.geopotential number by the normal gravity value computed on the AL6263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6263.degrees latitude (g = 980.6199 gals.). AL6263 AL6263.The modeled gravity was interpolated from observed gravity values. AL6263 AL6263; North East Units Estimated Accuracy AL6263;SPC FL W - 420,630. 143,590. MT (+/- 180 meters Scaled) AL6263 AL6263 SUPERSEDED SURVEY CONTROL AL6263 AL6263 NGVD 29 - 18.804 (m) 61.69 (f) ADJ UNCH 1 2 AL6263 AL6263.Superseded values are not recommended for survey control. AL6263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6263.See file dsdata.txt to determine how the superseded data were derived. AL6263 AL6263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM453124(NAD 83) AL6263_MARKER: DB = BENCH MARK DISK AL6263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6263_STAMPING: A 101 RESET 1958 AL6263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6263+STABILITY: SURFACE MOTION AL6263 AL6263 HISTORY - Date Condition Report By AL6263 HISTORY - 1958 MONUMENTED CGS AL6263 HISTORY - 1966 GOOD NGS AL6263 HISTORY - 20010330 GOOD USPSQD AL6263 HISTORY - 20021027 MARK NOT FOUND USPSQD AL6263 AL6263 STATION DESCRIPTION AL6263 AL6263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AL6263'4 MI N FROM CITRUS PARK. AL6263'ABOUT 4.0 MILES NORTH ALONG GUNN HIGHWAY FROM THE CITRUS PARK AL6263'ELEMENTARY SCHOOL AT CITRUS PARK, NEAR THE JUNCTION OF VAN DYKE AL6263'ROAD (STATE HIGHWAY S 865A) LEADING EAST, 295 FEET SOUTH OF THE AL6263'CENTER LINE OF VAN DYKE ROAD, 38.5 FEET EAST OF THE CENTER LINE AL6263'OF GUNN HIGHWAY, 30 1/2 FEET NORTHEAST OF THE FIRST POWER POLE AL6263'SOUTH OF VAN DYKE ROAD, 1.0 FOOT SOUTH OF A METAL WITNESS POST, AL6263'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE AL6263'POST 0.2 FOOT UNDERGROUND. AL6263 AL6263 STATION RECOVERY (2001) AL6263 AL6263'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH) AL6263'RECOVERED IN GOOD CONDITION. AL6263 AL6263 STATION RECOVERY (2002) AL6263 AL6263'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH) AL6263'AREA REGRADED WHEN PROPERTY DEVELOPED AND RIGHT TURN LANE ADDED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 AL6325 *********************************************************************** AL6325 DESIGNATION - COSME 11 WELL AL6325 PID - AL6325 AL6325 STATE/COUNTY- FL/HILLSBOROUGH AL6325 USGS QUAD - CITRUS PARK (1987) AL6325 AL6325 *CURRENT SURVEY CONTROL AL6325 ___________________________________________________________________ AL6325* NAD 83(1986)- 28 07 02. (N) 082 34 14. (W) SCALED AL6325* NAVD 88 - 17.660 (meters) 57.94 (feet) ADJUSTED AL6325 ___________________________________________________________________ AL6325 GEOID HEIGHT- -25.12 (meters) GEOID99 AL6325 DYNAMIC HT - 17.634 (meters) 57.85 (feet) COMP AL6325 MODELED GRAV- 979,197.2 (mgal) NAVD 88 AL6325 AL6325 VERT ORDER - FIRST CLASS II AL6325 AL6325.The horizontal coordinates were scaled from a topographic map and have AL6325.an estimated accuracy of +/- 6 seconds. AL6325 AL6325.The orthometric height was determined by differential leveling AL6325.and adjusted by the National Geodetic Survey in June 1991. AL6325 AL6325.The geoid height was determined by GEOID99. AL6325 AL6325.The dynamic height is computed by dividing the NAVD 88 AL6325.geopotential number by the normal gravity value computed on the AL6325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6325.degrees latitude (g = 980.6199 gals.). AL6325 AL6325.The modeled gravity was interpolated from observed gravity values. AL6325 AL6325; North East Units Estimated Accuracy AL6325;SPC FL W - 419,330. 143,940. MT (+/- 180 meters Scaled) AL6325 AL6325 SUPERSEDED SURVEY CONTROL AL6325 AL6325 NGVD 29 - 17.912 (m) 58.77 (f) ADJ UNCH 1 2 AL6325 AL6325.Superseded values are not recommended for survey control. AL6325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6325.See file dsdata.txt to determine how the superseded data were derived. AL6325 AL6325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM457111(NAD 83) AL6325_MARKER: Z = SEE DESCRIPTION AL6325_SETTING: 30 = WELL CASING AL6325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL6325 AL6325 HISTORY - Date Condition Report By AL6325 HISTORY - UNK MONUMENTED CGS AL6325 HISTORY - 1966 GOOD NGS AL6325 HISTORY - 20010330 POOR USPSQD AL6325 HISTORY - 20021027 POOR USPSQD AL6325 AL6325 STATION DESCRIPTION AL6325 AL6325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AL6325'3.8 MI N FROM CITRUS PARK. AL6325'ABOUT 2.95 MILES NORTH ALONG GUNN HIGHWAY FROM THE CITRUS PARK AL6325'ELEMENTARY SCHOOL AT CITRUS PARK, THENCE 0.6 MILE EAST ALONG AL6325'NORTH MOBLEY ROAD, THENCE 0.2 MILE NORTH ALONG BROWN ROAD, 83.5 AL6325'FEET WEST OF THE CENTER LINE OF THE ROAD, 15 FEET NORTH OF A AL6325'POWER POLE (NO WIRES ATTACHED), ABOUT LEVEL WITH THE ROAD AND AL6325'IS A POINT BETWEEN TWO CHISELED CUTS IN THE TOP OF THE NORTH AL6325'SIDE OF THE 16-INCH CASING, REPORTED TO BE CASED TO 76 FEET AL6325'FOR A 300 -FOOT WELL. AL6325 AL6325 STATION RECOVERY (2001) AL6325 AL6325'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH) AL6325'A USGS WATER LEVEL MONITORING STATION IS ON TOP OF CASING. STATION IS AL6325'INSIDE OF FENCE ENCLOSURE AND LOCKED. UNABLE TO SEE CHISELED CUTS. AL6325 AL6325 STATION RECOVERY (2002) AL6325 AL6325'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH) AL6325'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 AL6261 *********************************************************************** AL6261 DESIGNATION - COSME 29 A WELL AL6261 PID - AL6261 AL6261 STATE/COUNTY- FL/HILLSBOROUGH AL6261 USGS QUAD - ODESSA (1987) AL6261 AL6261 *CURRENT SURVEY CONTROL AL6261 ___________________________________________________________________ AL6261* NAD 83(1986)- 28 08 10. (N) 082 34 27. (W) SCALED AL6261* NAVD 88 - 17.877 (meters) 58.65 (feet) ADJUSTED AL6261 ___________________________________________________________________ AL6261 GEOID HEIGHT- -25.16 (meters) GEOID99 AL6261 DYNAMIC HT - 17.851 (meters) 58.57 (feet) COMP AL6261 MODELED GRAV- 979,198.5 (mgal) NAVD 88 AL6261 AL6261 VERT ORDER - FIRST CLASS II AL6261 AL6261.The horizontal coordinates were scaled from a topographic map and have AL6261.an estimated accuracy of +/- 6 seconds. AL6261 AL6261.The orthometric height was determined by differential leveling AL6261.and adjusted by the National Geodetic Survey in June 1991. AL6261 AL6261.The geoid height was determined by GEOID99. AL6261 AL6261.The dynamic height is computed by dividing the NAVD 88 AL6261.geopotential number by the normal gravity value computed on the AL6261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6261.degrees latitude (g = 980.6199 gals.). AL6261 AL6261.The modeled gravity was interpolated from observed gravity values. AL6261 AL6261; North East Units Estimated Accuracy AL6261;SPC FL W - 421,430. 143,600. MT (+/- 180 meters Scaled) AL6261 AL6261 SUPERSEDED SURVEY CONTROL AL6261 AL6261 NGVD 29 - 18.130 (m) 59.48 (f) ADJ UNCH 1 2 AL6261 AL6261.Superseded values are not recommended for survey control. AL6261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6261.See file dsdata.txt to determine how the superseded data were derived. AL6261 AL6261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM454132(NAD 83) AL6261_MARKER: Z = SEE DESCRIPTION AL6261_SETTING: 30 = WELL CASING AL6261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL6261 AL6261 HISTORY - Date Condition Report By AL6261 HISTORY - UNK MONUMENTED CGS AL6261 HISTORY - 1966 GOOD NGS AL6261 HISTORY - 20010330 GOOD USPSQD AL6261 HISTORY - 20021027 GOOD USPSQD AL6261 AL6261 STATION DESCRIPTION AL6261 AL6261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AL6261'4.4 MI N FROM CITRUS PARK. AL6261'ABOUT 4.45 MILES NORTH ALONG GUNN HIGHWAY FROM THE CITRUS PARK AL6261'ELEMENTARY SCHOOL AT CITRUS PARK, ABOUT 0.4 MILE NORTH OF THE AL6261'JUNCTION OF VAN DYKE ROAD (STATE HIGHWAY S865A), ABOUT 0.1 MILE AL6261'NORTHEAST OF AND ACROSS THE HIGHWAY AND THE SEABOARD AIR LINE AL6261'RAILROAD FROM THE KEYSTONE CIVIC CLUB BUILDING, 60 YARDS EAST OF AL6261'THE CENTER LINE OF HIGHWAY, 24.0 FEET EAST OF THE EAST RAIL, AL6261'34 FEET SOUTH OF A POWER POLE, ABOUT LEVEL WITH THE TRACK AND AL6261'IS A POINT BETWEEN TWO CHISELED CUTS ON TOP AT THE EAST SIDE OF AL6261'THE 10-INCH CASING, REPORTED TO BE CASED 106 FEET FOR A 373-FOOT AL6261'WELL. AL6261 AL6261 STATION RECOVERY (2001) AL6261 AL6261'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH) AL6261'34 FEET SOUTH OF CONCRETE POWER POLE NUMBER 34 AND 4 FEET WEST OF AL6261'FENCE LINE. THE RAILS NO NOT EXIST. AL6261 AL6261 STATION RECOVERY (2002) AL6261 AL6261'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH) AL6261'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 AL0740 *********************************************************************** AL0740 DESIGNATION - DOWNS AL0740 PID - AL0740 AL0740 STATE/COUNTY- FL/HILLSBOROUGH AL0740 USGS QUAD - OLDSMAR (1987) AL0740 AL0740 *CURRENT SURVEY CONTROL AL0740 ___________________________________________________________________ AL0740* NAD 83(1990)- 28 03 25.59574(N) 082 38 54.16899(W) ADJUSTED AL0740* NAVD 88 - 3.85 (+/-2cm) 12.6 (feet) VERTCON AL0740 ___________________________________________________________________ AL0740 LAPLACE CORR- -1.26 (seconds) DEFLEC99 AL0740 GEOID HEIGHT- -24.91 (meters) GEOID99 AL0740 AL0740 HORZ ORDER - FIRST AL0740 VERT ORDER - THIRD ? (See Below) AL0740 AL0740.The horizontal coordinates were established by classical geodetic methods AL0740.and adjusted by the National Geodetic Survey in May 1991. AL0740 AL0740.The NAVD 88 height was computed by applying the VERTCON shift value to AL0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL0740.The vertical order pertains to the superseded datum. AL0740 AL0740.The Laplace correction was computed from DEFLEC99 derived deflections. AL0740 AL0740.The geoid height was determined by GEOID99. AL0740 AL0740; North East Units Scale Converg. AL0740;SPC FL W - 412,707.167 136,260.746 MT 0.99999130 -0 18 17.9 AL0740;UTM 17 - 3,104,625.031 338,000.070 MT 0.99992392 -0 46 31.8 AL0740 AL0740: Primary Azimuth Mark Grid Az AL0740:SPC FL W - SPEED 359 11 55.0 AL0740:UTM 17 - SPEED 359 40 08.9 AL0740 AL0740|---------------------------------------------------------------------| AL0740| PID Reference Object Distance Geod. Az | AL0740| dddmmss.s | AL0740| CW6836 DOWNS RM 1 21.949 METERS 07808 | AL0740| CW6837 DOWNS RM 2 23.070 METERS 17131 | AL0740| AL0364 SPEED APPROX. 9.7 KM 3585337.1 | AL0740|---------------------------------------------------------------------| AL0740 AL0740 SUPERSEDED SURVEY CONTROL AL0740 AL0740 NAD 83(1986)- 28 03 25.60242(N) 082 38 54.17935(W) AD( ) 1 AL0740 NAD 27 - 28 03 24.54085(N) 082 38 54.82389(W) AD( ) 1 AL0740 NGVD 29 - 4.11 (m) 13.5 (f) LEVELING 3 AL0740 AL0740.Superseded values are not recommended for survey control. AL0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0740.See file dsdata.txt to determine how the superseded data were derived. AL0740 AL0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3800004625(NAD 83) AL0740_MARKER: DH = HORIZONTAL CONTROL DISK AL0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0740_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AL0740 AL0740 HISTORY - Date Condition Report By AL0740 HISTORY - 1981 MONUMENTED FL-057 AL0740 HISTORY - 20010410 GOOD USPSQD AL0740 HISTORY - 20021027 GOOD USPSQD AL0740 AL0740 STATION DESCRIPTION AL0740 AL0740'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1981 (RSW) AL0740'THE STATION IS LOCATED ABOUT 14.4 MILES NORTHWEST OF THE INTERSECTION AL0740'OF INTERSTATES 4 AND 275 AND ABOUT 1.2 MILES NORTH NORTHEAST OF AL0740'OLDSMAR. AL0740'OWNERSHIP TRI-COUNTY INDUSTRIAL PARK AL0740' AL0740'TO REACH THE STATION FROM THE INTERSECTION OF ST. RD.580 AND RACETRACK AL0740'ROAD, ABOUT 13.6 MILES NORTHWEST OF THE INTERSECTION OF INTERSTATES AL0740'4 AND 275, GO NORTH ON RACETRACK FOR 1.5 MILES, STATION ON LEFT AL0740'BY BEND IN ROAD. AL0740' AL0740'THE STATION MARK IS A STANDARD HCED. DISK STAMPED---DOWNS 1981---SET AL0740'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH AL0740'WITH THE GROUND. AL0740'LOCATED 869 FEET EAST OF THE CENTERLINE SHELL ROAD, 98.4 FEET WEST OF AL0740'THE CENTERLINE OF RACETRACK ROAD, 24.1 FEET EAST SOUTHEAST OF THE AL0740'CENTER OF A TWENTY INCH OAK TREE, 18.5 FEET SOUTH OF THE SOUTH EDGE OF AL0740'PARKING LOT. THE UNDERGROUND MARK IS A STANDARD HCED DISK STAMPED AL0740'---DOWNS 1981---, IN AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE AL0740'SURFACE. AL0740' AL0740'REFERENCE MARK NO.1 IS A STANDARD HCED. DISK STAMPED---DOWNS NO.1 1981 AL0740'---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN AL0740'DIAMETER FLUSH WITH THE GROUND. LOCATED 42.35 FEET WEST NORTHWEST OF AL0740'CENTERLINE OF RACETRACK ROAD, 34.19 FEET SOUTHWEST OF CENTER OF AL0740'TELEPHONE POLE NUMBER 47, 21.49 FEET EAST OF SOUTHEAST CORNER PARKING AL0740'LOT, 8.99 FEET WEST SOUTHWEST OF CENTER OF SIXTEEN INCH OAK TREE. AL0740' AL0740'REFERENCE MARK NO. 2 IS A STANDARD HCED. DISK STAMPED---DOWNS NO. 2 AL0740'1981---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN AL0740'DIAMETER, FLUSH WITH GROUND. LOCATED 56.86 FEET WEST OF CENTERLINE OF AL0740'RACETRACK ROAD, 26.04 SOUTH OF CENTER OF MAN HOLE AL0740'WEST OF TELEPHONE POLE, 14.60 FEET SOUTHWEST OF CENTER OF PVC GAS LINE AL0740'WARNING POST. AL0740' AL0740'AZIMUTH MARK IS A STANDARD USGS. DISK STAMPED---T 100 1942--- AL0740'SET INTO A SQUARE CONCRETE MONUMENT 4 INCHES ON SIDE PROJECTING 12 AL0740'INCHES ABOVE GROUND. LOCATED 12 FEET EAST OF THE CENTER LINE OF AL0740'RACETRACK ROAD, 65 FEET NORTHEAST OF A TELEPHONE POLE. TO REACH THE AL0740'AZIMUTH MARK CONTINUE NORTHEASTERLY ALONG RACETRACK ROAD FROM STATION AL0740'DOWNS FOR 0.3 MILES TO A BOX CULVERT UNDER ROAD, DISC IS ON NORTH END AL0740'OF HEADWALL ON THE EAST SIDE OF RACE TRACK ROAD. AL0740' AL0740'HEIGHT OF LIGHT ABOVE MARK 26.474 METERS. AL0740 AL0740 STATION RECOVERY (2001) AL0740 AL0740'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH) AL0740'THE OAK TREE REFERENCED IN 1981 DESCRIPTION IS NOW THIRTY SIX INCHES. AL0740 AL0740 STATION RECOVERY (2002) AL0740 AL0740'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH) AL0740'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 AL6348 *********************************************************************** AL6348 DESIGNATION - F 102 AL6348 PID - AL6348 AL6348 STATE/COUNTY- FL/HILLSBOROUGH AL6348 USGS QUAD - CITRUS PARK (1987) AL6348 AL6348 *CURRENT SURVEY CONTROL AL6348 ___________________________________________________________________ AL6348* NAD 83(1986)- 28 00 26. (N) 082 35 34. (W) SCALED AL6348* NAVD 88 - 2.102 (meters) 6.90 (feet) ADJUSTED AL6348 ___________________________________________________________________ AL6348 GEOID HEIGHT- -24.86 (meters) GEOID99 AL6348 DYNAMIC HT - 2.099 (meters) 6.89 (feet) COMP AL6348 MODELED GRAV- 979,188.0 (mgal) NAVD 88 AL6348 AL6348 VERT ORDER - SECOND CLASS 0 AL6348 AL6348.The horizontal coordinates were scaled from a topographic map and have AL6348.an estimated accuracy of +/- 6 seconds. AL6348 AL6348.The orthometric height was determined by differential leveling AL6348.and adjusted by the National Geodetic Survey in June 1991. AL6348 AL6348.The geoid height was determined by GEOID99. AL6348 AL6348.The dynamic height is computed by dividing the NAVD 88 AL6348.geopotential number by the normal gravity value computed on the AL6348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6348.degrees latitude (g = 980.6199 gals.). AL6348 AL6348.The modeled gravity was interpolated from observed gravity values. AL6348 AL6348; North East Units Estimated Accuracy AL6348;SPC FL W - 407,150. 141,700. MT (+/- 180 meters Scaled) AL6348 AL6348 SUPERSEDED SURVEY CONTROL AL6348 AL6348 NGVD 29 - 2.362 (m) 7.75 (f) ADJ UNCH 2 0 AL6348 AL6348.Superseded values are not recommended for survey control. AL6348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6348.See file dsdata.txt to determine how the superseded data were derived. AL6348 AL6348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL433990(NAD 83) AL6348_MARKER: DB = BENCH MARK DISK AL6348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6348_STAMPING: F 102 1942 AL6348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6348+STABILITY: SURFACE MOTION AL6348 AL6348 HISTORY - Date Condition Report By AL6348 HISTORY - 1942 MONUMENTED CGS AL6348 HISTORY - 1958 GOOD NGS AL6348 HISTORY - 20010410 GOOD USPSQD AL6348 HISTORY - 20021027 GOOD USPSQD AL6348 AL6348 STATION DESCRIPTION AL6348 AL6348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AL6348'5 MI SE FROM OLDSMAR. AL6348'0.85 MILE SOUTHEAST ALONG STATE HIGHWAY 584 FROM ITS JUNCTION WITH AL6348'BAYVIEW BOULEVARD AT OLDSMAR, THENCE 0.85 MILE SOUTHEAST ALONG AL6348'STATE HIGHWAY 580, THENCE 3.35 MILE EAST SOUTHEAST ALONG MEMORIAL AL6348'HIGHWAY, 141 FT. NORTH OF THE NORTHEAST CORNER OF A YELLOW HOUSE AL6348'AT THE WEST END OF A SLIGHT CURVE IN THE HIGHWAY, 41 FT. WEST OF AL6348'THE WEST END OF A 24 INCH CONCRETE PIPE CULVERT UNDER A PRIVATE AL6348'ROAD, 53 FT. WEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING AL6348'NORTH, 41 FT. EAST OF TELEPHONE POLE 361, 33 FT. NORTH OF THE AL6348'CENTER LINE OF THE HIGHWAY, 1 FT. SOUTH OF A WITNESS POST, SET IN AL6348'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FT. ABOVE THE GROUND. AL6348 AL6348 STATION RECOVERY (2001) AL6348 AL6348'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH) AL6348'41 FEET EAST OF POLE 054151, 1 FT EAST SOUTHEAST OF METAL WITNESS AL6348'POST, 2.5 FT.WEST NORTH WEST OF DRIVEWAY TO RESIDENCE AT 9811 MEMORIAL AL6348'HWY. AL6348 AL6348 STATION RECOVERY (2002) AL6348 AL6348'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH) AL6348'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 AL6273 *********************************************************************** AL6273 DESIGNATION - LUTZ 7 WELL 20 IN CASING AL6273 PID - AL6273 AL6273 STATE/COUNTY- FL/HILLSBOROUGH AL6273 USGS QUAD - ODESSA (1987) AL6273 AL6273 *CURRENT SURVEY CONTROL AL6273 ___________________________________________________________________ AL6273* NAD 83(1986)- 28 07 32. (N) 082 30 09. (W) SCALED AL6273* NAVD 88 - 17.455 (meters) 57.27 (feet) ADJUSTED AL6273 ___________________________________________________________________ AL6273 GEOID HEIGHT- -25.23 (meters) GEOID99 AL6273 DYNAMIC HT - 17.430 (meters) 57.18 (feet) COMP AL6273 MODELED GRAV- 979,198.0 (mgal) NAVD 88 AL6273 AL6273 VERT ORDER - FIRST CLASS II AL6273 AL6273.The horizontal coordinates were scaled from a topographic map and have AL6273.an estimated accuracy of +/- 6 seconds. AL6273 AL6273.The orthometric height was determined by differential leveling AL6273.and adjusted by the National Geodetic Survey in June 1991. AL6273 AL6273.The geoid height was determined by GEOID99. AL6273 AL6273.The dynamic height is computed by dividing the NAVD 88 AL6273.geopotential number by the normal gravity value computed on the AL6273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6273.degrees latitude (g = 980.6199 gals.). AL6273 AL6273.The modeled gravity was interpolated from observed gravity values. AL6273 AL6273; North East Units Estimated Accuracy AL6273;SPC FL W - 420,220. 150,630. MT (+/- 180 meters Scaled) AL6273 AL6273 SUPERSEDED SURVEY CONTROL AL6273 AL6273 NGVD 29 - 17.708 (m) 58.10 (f) ADJ UNCH 1 2 AL6273 AL6273.Superseded values are not recommended for survey control. AL6273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6273.See file dsdata.txt to determine how the superseded data were derived. AL6273 AL6273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM524120(NAD 83) AL6273_MARKER: Z = SEE DESCRIPTION AL6273_SETTING: 30 = WELL CASING AL6273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL6273 AL6273 HISTORY - Date Condition Report By AL6273 HISTORY - UNK MONUMENTED CGS AL6273 HISTORY - 1966 GOOD NGS AL6273 HISTORY - 20010811 GOOD USPSQD AL6273 HISTORY - 20021027 GOOD USPSQD AL6273 AL6273 STATION DESCRIPTION AL6273 AL6273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AL6273'8.7 MI NE FROM CITRUS PARK. AL6273'ABOUT 4.05 MILES NORTH ALONG GUNN HIGHWAY FROM THE CITRUS PARK AL6273'ELEMENTARY SCHOOL AT CITRUS PARK, THENCE ABOUT 4.45 MILES EAST AL6273'ALONG VAN DYKE ROAD (STATE HIGHWAY S 865 A), THENCE ABOUT 0.2 AL6273'MILE SOUTH ALONG STATE HIGHWAY 597, ABOUT 125 YARDS WEST OF THE AL6273'CENTER LINE OF HIGHWAY, 180 FEET NORTHWEST OF THE NORTHWEST AL6273'CORNER OF STEEL FENCE AROUND A SMALL SUB-STATION, INSIDE A AL6273'9-BY-12-FOOT STEEL FENCE, ABOUT 1 FOOT SOUTHEAST OF POINT AL6273'BETWEEN TWO CHISELED CUTS ON 6-INCH CASING DESCRIBED, ABOUT 1 AL6273'FOOT ABOVE THE LEVEL OF THE GROUND AND IS A POINT BETWEEN TWO AL6273'CHISELED CUTS ON TOP OF THE SOUTH SIDE OF 20-INCH SAND (OUTER AL6273'CASING), CASING, THE SAND CASING IS REPORTED TO BE ABOUT 70 FEET AL6273'DEEP. AL6273 AL6273 STATION RECOVERY (2001) AL6273 AL6273'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH) AL6273'RECOVERED IN GOOD CONDITION. AL6273 AL6273 STATION RECOVERY (2002) AL6273 AL6273'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH) AL6273'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 AL6272 *********************************************************************** AL6272 DESIGNATION - LUTZ 7 WELL 6 IN CASING AL6272 PID - AL6272 AL6272 STATE/COUNTY- FL/HILLSBOROUGH AL6272 USGS QUAD - ODESSA (1987) AL6272 AL6272 *CURRENT SURVEY CONTROL AL6272 ___________________________________________________________________ AL6272* NAD 83(1986)- 28 07 32. (N) 082 30 09. (W) SCALED AL6272* NAVD 88 - 17.563 (meters) 57.62 (feet) ADJUSTED AL6272 ___________________________________________________________________ AL6272 GEOID HEIGHT- -25.23 (meters) GEOID99 AL6272 DYNAMIC HT - 17.538 (meters) 57.54 (feet) COMP AL6272 MODELED GRAV- 979,198.0 (mgal) NAVD 88 AL6272 AL6272 VERT ORDER - FIRST CLASS II AL6272 AL6272.The horizontal coordinates were scaled from a topographic map and have AL6272.an estimated accuracy of +/- 6 seconds. AL6272 AL6272.The orthometric height was determined by differential leveling AL6272.and adjusted by the National Geodetic Survey in June 1991. AL6272 AL6272.The geoid height was determined by GEOID99. AL6272 AL6272.The dynamic height is computed by dividing the NAVD 88 AL6272.geopotential number by the normal gravity value computed on the AL6272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6272.degrees latitude (g = 980.6199 gals.). AL6272 AL6272.The modeled gravity was interpolated from observed gravity values. AL6272 AL6272; North East Units Estimated Accuracy AL6272;SPC FL W - 420,220. 150,630. MT (+/- 180 meters Scaled) AL6272 AL6272 SUPERSEDED SURVEY CONTROL AL6272 AL6272 NGVD 29 - 17.816 (m) 58.45 (f) ADJ UNCH 1 2 AL6272 AL6272.Superseded values are not recommended for survey control. AL6272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6272.See file dsdata.txt to determine how the superseded data were derived. AL6272 AL6272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM524120(NAD 83) AL6272_MARKER: Z = SEE DESCRIPTION AL6272_SETTING: 30 = WELL CASING AL6272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL6272 AL6272 HISTORY - Date Condition Report By AL6272 HISTORY - UNK MONUMENTED CGS AL6272 HISTORY - 1966 GOOD NGS AL6272 HISTORY - 20010811 GOOD USPSQD AL6272 HISTORY - 20021027 GOOD USPSQD AL6272 AL6272 STATION DESCRIPTION AL6272 AL6272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AL6272'8.7 MI NE FROM CITRUS PARK. AL6272'ABOUT 4.05 MILES NORTH ALONG GUNN HIGHWAY FROM THE CITRUS PARK AL6272'ELEMENTARY SCHOOL AT CITRUS PARK, THENCE ABOUT 4.45 MILES EAST AL6272'ALONG VAN DYKE ROAD, THENCE ABOUT 0.2 MILE SOUTH ALONG STATE AL6272'HIGHWAY 597, ABOUT 125 YARDS WEST OF THE CENTER LINE OF THE AL6272'HIGHWAY, 180 FEET NORTHWEST OF THE NORTHWEST CORNER OF STEEL AL6272'FENCE AROUND A SMALL SUB-STATION, ABOUT LEVEL WITH THE HIGHWAY AL6272'AND IS A POINT BETWEEN CHISELED CUTS ON TOP OF THE WEST SIDE OF AL6272'6-INCH CASING, REPORTED TO BE CASED TO 718 FEET FOR A 1250-FOOT AL6272'WELL. AL6272 AL6272 STATION RECOVERY (2001) AL6272 AL6272'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH) AL6272'RECOVERED IN GOOD CONDITION. AL6272 AL6272 STATION RECOVERY (2002) AL6272 AL6272'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH) AL6272'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 AL6310 *********************************************************************** AL6310 DESIGNATION - S 100 AL6310 PID - AL6310 AL6310 STATE/COUNTY- FL/HILLSBOROUGH AL6310 USGS QUAD - OLDSMAR (1987) AL6310 AL6310 *CURRENT SURVEY CONTROL AL6310 ___________________________________________________________________ AL6310* NAD 83(1986)- 28 02 52. (N) 082 38 54. (W) SCALED AL6310* NAVD 88 - 1.848 (meters) 6.06 (feet) ADJUSTED AL6310 ___________________________________________________________________ AL6310 GEOID HEIGHT- -24.89 (meters) GEOID99 AL6310 DYNAMIC HT - 1.845 (meters) 6.05 (feet) COMP AL6310 MODELED GRAV- 979,189.8 (mgal) NAVD 88 AL6310 AL6310 VERT ORDER - SECOND CLASS 0 AL6310 AL6310.The horizontal coordinates were scaled from a topographic map and have AL6310.an estimated accuracy of +/- 6 seconds. AL6310 AL6310.The orthometric height was determined by differential leveling AL6310.and adjusted by the National Geodetic Survey in June 1991. AL6310 AL6310.The geoid height was determined by GEOID99. AL6310 AL6310.The dynamic height is computed by dividing the NAVD 88 AL6310.geopotential number by the normal gravity value computed on the AL6310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6310.degrees latitude (g = 980.6199 gals.). AL6310 AL6310.The modeled gravity was interpolated from observed gravity values. AL6310 AL6310; North East Units Estimated Accuracy AL6310;SPC FL W - 411,670. 136,260. MT (+/- 180 meters Scaled) AL6310 AL6310 SUPERSEDED SURVEY CONTROL AL6310 AL6310 NGVD 29 - 2.109 (m) 6.92 (f) ADJ UNCH 2 0 AL6310 AL6310.Superseded values are not recommended for survey control. AL6310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6310.See file dsdata.txt to determine how the superseded data were derived. AL6310 AL6310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM379035(NAD 83) AL6310_MARKER: DB = BENCH MARK DISK AL6310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6310_STAMPING: S 100 1942 AL6310_PROJECTION: PROJECTING 3 CENTIMETERS AL6310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6310+STABILITY: SURFACE MOTION AL6310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL6310+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2002 AL6310 AL6310 HISTORY - Date Condition Report By AL6310 HISTORY - 1942 MONUMENTED CGS AL6310 HISTORY - 1958 GOOD NGS AL6310 HISTORY - 1978 GOOD FL-103 AL6310 HISTORY - 20010804 GOOD USPSQD AL6310 HISTORY - 20021027 GOOD USPSQD AL6310 AL6310 STATION DESCRIPTION AL6310 AL6310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AL6310'1.5 MI NE FROM OLDSMAR. AL6310'0.45 MILE SOUTHEAST ALONG STATE HIGHWAY 580 FROM ITS JUNCTION AL6310'WITH STATE HIGHWAY 584 AT OLDSMAR THENCE 1.05 MILES NORTH ALONG AL6310'RACE TRACK ROAD, ABOUT 200 YARDS SOUTHWEST OF THE SOUTHWEST AL6310'CORNER OF THE GRANDSTAND AT SUNSHINE PARK RACE TRACK, 0.7 MILE AL6310'NORTH OF A RAILROAD CROSSING, 75.5 FT. SOUTH OF THE SOUTH END AL6310'OF A STEEL GATE, 30.5 FT. EAST OF THE CENTER LINE OF RACE TRACK AL6310'ROAD, 2.2 FT. WEST OF A FENCE, 9.5 FT. NORTH OF A POWER POLE, AL6310'1 FT. WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE AL6310'POST WHICH IS 0.4 FT. ABOVE THE GROUND. AL6310 AL6310 STATION RECOVERY (1978) AL6310 AL6310'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978 AL6310'TO REACH THE STATION FROM THE INTERSECTION OF SR 580 AND SR 584, RUN AL6310'EASTERLY ON SR 580 FOR 0.45 MILE TO THE INTERSECTION OF RACE TRACK AL6310'RD. TURN LEFT AND RUN NORTHERLY ON RACE TRACK RD. FOR 1.05 MILES. AL6310'STATION ON THE RIGHT, ABOUT 200.0 YDS. S.W. OF THE S.W. CORNER OF THE AL6310'FLORIDA DOWNS TRACK GRANDSTAND, 29.0 FT. EAST OF THE CENTERLINE OF AL6310'RACE TRACK RD., 64.0 FT. N.W. OF THE MOST NORTHERLY BRICK POST OF A AL6310'5 FT. HIGH FENCE, 75.5 FT. SOUTH OF THE SOUTH END OF A CHAIN LINK AL6310'GATE, 44.0 FT. N.N.W. OF THE S.W. CORNER OF ASPHALT PARKING AREA, 10.0 AL6310'FT. NORTH OF POWER POLE NO NUMBER, 7.0 FT. WEST OF THE BACK OF CURB AL6310'OF ASPHALT PARKING AREA, AND 1.0 FT. SOUTH OF A METAL WITNESS POST. AL6310'SET IN THE TOP OF A POST THAT IS 0.4 FT. ABOVE THE GROUND. AL6310 AL6310 STATION RECOVERY (2001) AL6310 AL6310'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH) AL6310'LOCATED PER 1978 DESCRIPTION EXCEPT, 1.0 FEET NORTH OF METAL WITNESS AL6310'POST, 6 FEET WEST OF THE BACK OF CURB AND POWER POLE IS NUMBERED 19081 AL6310'45053. AL6310 AL6310 STATION RECOVERY (2002) AL6310 AL6310'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH) AL6310'MARK IS .5 FEET NORTH OF PVC WITNESS POST WITH METAL SIGN. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 AL6311 *********************************************************************** AL6311 DESIGNATION - T 100 AL6311 PID - AL6311 AL6311 STATE/COUNTY- FL/HILLSBOROUGH AL6311 USGS QUAD - OLDSMAR (1987) AL6311 AL6311 *CURRENT SURVEY CONTROL AL6311 ___________________________________________________________________ AL6311* NAD 83(1986)- 28 03 35. (N) 082 38 40. (W) SCALED AL6311* NAVD 88 - 4.521 (meters) 14.83 (feet) ADJUSTED AL6311 ___________________________________________________________________ AL6311 GEOID HEIGHT- -24.92 (meters) GEOID99 AL6311 DYNAMIC HT - 4.515 (meters) 14.81 (feet) COMP AL6311 MODELED GRAV- 979,190.9 (mgal) NAVD 88 AL6311 AL6311 VERT ORDER - SECOND CLASS 0 AL6311 AL6311.The horizontal coordinates were scaled from a topographic map and have AL6311.an estimated accuracy of +/- 6 seconds. AL6311 AL6311.The orthometric height was determined by differential leveling AL6311.and adjusted by the National Geodetic Survey in June 1991. AL6311 AL6311.The geoid height was determined by GEOID99. AL6311 AL6311.The dynamic height is computed by dividing the NAVD 88 AL6311.geopotential number by the normal gravity value computed on the AL6311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6311.degrees latitude (g = 980.6199 gals.). AL6311 AL6311.The modeled gravity was interpolated from observed gravity values. AL6311 AL6311; North East Units Estimated Accuracy AL6311;SPC FL W - 413,000. 136,650. MT (+/- 180 meters Scaled) AL6311 AL6311 SUPERSEDED SURVEY CONTROL AL6311 AL6311 NGVD 29 - 4.781 (m) 15.69 (f) ADJ UNCH 2 0 AL6311 AL6311.Superseded values are not recommended for survey control. AL6311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6311.See file dsdata.txt to determine how the superseded data were derived. AL6311 AL6311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM383049(NAD 83) AL6311_MARKER: DB = BENCH MARK DISK AL6311_SETTING: 36 = BRIDGE AL6311_STAMPING: T 100 1942 AL6311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL6311 AL6311 HISTORY - Date Condition Report By AL6311 HISTORY - 1942 MONUMENTED CGS AL6311 HISTORY - 1958 GOOD NGS AL6311 HISTORY - 20010410 GOOD USPSQD AL6311 HISTORY - 20021027 GOOD USPSQD AL6311 AL6311 STATION DESCRIPTION AL6311 AL6311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AL6311'2.4 MI E FROM OLDSMAR. AL6311'0.45 MILE SOUTHEAST ALONG STATE HIGHWAY 580 FROM ITS JUNCTION AL6311'WITH STATE HIGHWAY 584 AT OLDSMAR, THENCE 1.9 MILES NORTHEAST AL6311'ALONG RACE TRACK ROAD, 0.85 MILE NORTHEAST OF THE GRANDSTAND AT AL6311'SUNSHINE PARK RACE TRACK, 12 FT. SOUTHEAST OF THE CENTER LINE AL6311'OF RACE TRACK ROAD, 114 FT. SOUTHWEST OF A POWER POLE, SET IN AL6311'THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A AL6311'SMALL CONCRETE BRIDGE OVER A DRAINAGE DITCH AT THE WEST END OF AL6311'THE EAST WINGWALL OF THE BRIDGE, 2 FT. ABOVE THE LEVEL OF THE AL6311'ROAD. AL6311 AL6311 STATION RECOVERY (2001) AL6311 AL6311'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH) AL6311'RECOVERED IN GOOD CONDITION. AL6311 AL6311 STATION RECOVERY (2002) AL6311 AL6311'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH) AL6311'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 AL0502 *********************************************************************** AL0502 DESIGNATION - VET AL0502 PID - AL0502 AL0502 STATE/COUNTY- FL/HILLSBOROUGH AL0502 USGS QUAD - SULPHUR SPRINGS (1995) AL0502 AL0502 *CURRENT SURVEY CONTROL AL0502 ___________________________________________________________________ AL0502* NAD 83(1990)- 28 03 52.91773(N) 082 25 41.14272(W) ADJUSTED AL0502* NAVD 88 - 50.2 (meters) 165. (feet) VERTCON AL0502 ___________________________________________________________________ AL0502 LAPLACE CORR- -1.58 (seconds) DEFLEC99 AL0502 GEOID HEIGHT- -25.18 (meters) GEOID99 AL0502 AL0502 HORZ ORDER - SECOND AL0502 AL0502.The horizontal coordinates were established by classical geodetic methods AL0502.and adjusted by the National Geodetic Survey in May 1991. AL0502 AL0502.The NAVD 88 height was computed by applying the VERTCON shift value to AL0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL0502 AL0502.The Laplace correction was computed from DEFLEC99 derived deflections. AL0502 AL0502.The geoid height was determined by GEOID99. AL0502 AL0502; North East Units Scale Converg. AL0502;SPC FL W - 413,452.508 157,919.189 MT 0.99996302 -0 12 05.1 AL0502;UTM 17 - 3,105,192.426 359,661.875 MT 0.99984308 -0 40 19.1 AL0502 AL0502 SUPERSEDED SURVEY CONTROL AL0502 AL0502 NAD 83(1986)- 28 03 52.92362(N) 082 25 41.15263(W) AD( ) 2 AL0502 NAD 27 - 28 03 51.86024(N) 082 25 41.81926(W) AD( ) 2 AL0502 NGVD 29 - 50.4 (m) 165. (f) VERT ANG AL0502 AL0502.Superseded values are not recommended for survey control. AL0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0502.See file dsdata.txt to determine how the superseded data were derived. AL0502 AL0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5966205192(NAD 83) AL0502_MARKER: DS = TRIANGULATION STATION DISK AL0502_SETTING: 0 = UNSPECIFIED SETTING AL0502_MAGNETIC: N = NO MAGNETIC MATERIAL AL0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL0502 AL0502 HISTORY - Date Condition Report By AL0502 HISTORY - 1981 MONUMENTED FL-057 AL0502 HISTORY - 20021025 MARK NOT FOUND INDIV AL0502 AL0502 STATION DESCRIPTION AL0502 AL0502'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1981 (RSW) AL0502'THE STATION IS LOCATED ON THE ROOF OF THE VETERANS ADMINISTRATION AL0502'HOSPITAL, 1300 NORTH 30TH STREET. AL0502' AL0502'TO REACH THE STATION FROM THE INTERSECTION OF 30TH STREET AND 131ST AL0502'STREET, PROCEED TO SOUTHWEST CORNER TO VETERANS ADMINISTRATION AL0502'HOSPITAL. STATION LOCATED ON THE ROOF. AL0502' AL0502'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---VET 1982---SET INTO AL0502'THE TOP OF THE ROOF OF VETERANS ADMINISTRATION HOSPITAL, LOCATED 12 AL0502'FEET EAST OF WEST ROOF EDGE, 12 FEET SOUTH OF NORTH ROOF EDGE, 33 FEET AL0502'NORTH OF FIRE HYDRANT. THERE IS NO UNDERGROUND MARK. AL0502' AL0502'THERE ARE NO RMS OR AZ MKS FOR THIS STATION. VET A, VET B, AND VET C AL0502'ARE ALL WING STATIONS. AL0502 AL0502 STATION RECOVERY (2002) AL0502 AL0502'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TEB) AL0502'VET WAS A DISK SET IN THE ROOF OF THE VETERANS HOSPITAL IN TAMPA. THE AL0502'ROOF IS NEW AND THE DISK (IF IT HAS NOT BEEN REMOVED) HAS BEEN COVERED AL0502'BY NEW ROOFING MATERIAL. THIS WAS A GREAT LOCATION FOR GPS AL0502'MEASUREMENTS. ACCESS, HOWEVER, WAS DIFFICULT DUE TO PARKING, SECURITY AL0502'CONCERNS, AND MANEUVERING THROUGH THE BUILDING.