1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG8624 *********************************************************************** AG8624 DESIGNATION - 10 71 B13 AG8624 PID - AG8624 AG8624 STATE/COUNTY- FL/HILLSBOROUGH AG8624 USGS QUAD - DOVER (1987) AG8624 AG8624 *CURRENT SURVEY CONTROL AG8624 ___________________________________________________________________ AG8624* NAD 83(1990)- 27 53 28.63059(N) 082 07 35.74823(W) ADJUSTED AG8624* NAVD 88 - 24.36 (+/-2cm) 79.9 (feet) VERTCON AG8624 ___________________________________________________________________ AG8624 LAPLACE CORR- -1.76 (seconds) DEFLEC99 AG8624 GEOID HEIGHT- -25.25 (meters) GEOID99 AG8624 AG8624 HORZ ORDER - SECOND AG8624 VERT ORDER - THIRD ? (See Below) AG8624 AG8624.The horizontal coordinates were established by classical geodetic methods AG8624.and adjusted by the National Geodetic Survey in May 1991. AG8624 AG8624.The NAVD 88 height was computed by applying the VERTCON shift value to AG8624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8624.The vertical order pertains to the superseded datum. AG8624 AG8624.The Laplace correction was computed from DEFLEC99 derived deflections. AG8624 AG8624.The geoid height was determined by GEOID99. AG8624 AG8624; North East Units Scale Converg. AG8624;SPC FL W - 394,168.636 187,535.962 MT 0.99994309 -0 03 33.2 AG8624;UTM 17 - 3,085,669.701 389,115.150 MT 0.99975176 -0 31 37.5 AG8624 AG8624 SUPERSEDED SURVEY CONTROL AG8624 AG8624 NAD 83(1986)- 27 53 28.63803(N) 082 07 35.77121(W) AD( ) 2 AG8624 NGVD 29 - 24.64 (m) 80.8 (f) LEVELING 3 AG8624 AG8624.Superseded values are not recommended for survey control. AG8624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8624.See file dsdata.txt to determine how the superseded data were derived. AG8624 AG8624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8911585670(NAD 83) AG8624_MARKER: DD = SURVEY DISK AG8624_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND AG8624_STAMPING: 10-71-B13 AG8624_MARK LOGO: FLDT AG8624_PROJECTION: RECESSED 15 CENTIMETERS AG8624_MAGNETIC: N = NO MAGNETIC MATERIAL AG8624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG8624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG8624+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000 AG8624 AG8624 HISTORY - Date Condition Report By AG8624 HISTORY - UNK MONUMENTED FLDT AG8624 HISTORY - 1984 GOOD FL-057 AG8624 HISTORY - 20001031 GOOD FL-057 AG8624 AG8624 STATION DESCRIPTION AG8624 AG8624'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW) AG8624'THIS STATION RECOVERED IN GOOD CONDITION. AG8624' AG8624'THE STATION IS LOCATED IN THE ALAFIA AREA, ABOUT 3 MILES NORTHEAST OF AG8624'PINECREST, IN EAST HILLSBOROUGH COUNTY. AG8624' AG8624'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 39 AND AG8624'KEYSVILLE ROAD, PROCEED NORTH ON STATE ROAD 39 FOR ABOUT 0.3 MILES AG8624'THE STATION ON THE RIGHT SIDE OF THE ROAD. AG8624' AG8624'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-71-B13---SET AG8624'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 6 INCHES AG8624'BELOW THE GROUND, LOCATED 35.2 FEET EAST OF THE CENTERLINE OF HWY 39, AG8624'24.7 FEET NORTHWEST OF A POWER POLE, 134.5 FEET SOUTH OF THE SOUTH AG8624'END OF A CONCRETE HEADWALL, 15.9 FEET WEST OF A METAL WITNESS POST. AG8624'THERE IS NO UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE STATION. AG8624 AG8624 STATION RECOVERY (2000) AG8624 AG8624'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG8624'THE MARK IS ABOUT 8.6 MI SOUTH OF PLANT CITY, 2.8 MI NORTHWEST OF AG8624'KEYSVILLE, IN SECTION 8, AG8624'TOWNSHIP 30 SOUTH, RANGE 22 EAST. AG8624' AG8624'TO REACH THE MARK FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS AG8624'STREET) AND THE POST AG8624'OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO EAST AG8624'ON U.S. HIGHWAY 92 AG8624'EAST (REYNOLDS STREET), (WHICH IS A ONE-WAY STREET) FOR 0.15 MI TO THE AG8624'INTERSECTION OF AG8624'COUNTY ROAD 39 (SOUTH COLLINS STREET), TURN RIGHT ON COUNTY ROAD 39 AG8624'AND GO SOUTH FOR AG8624'5.45 MI TO THE INTERSECTION OF STATE ROAD 60, CONTINUE SOUTH ON COUNTY AG8624'ROAD 39 FOR 3.3 AG8624'MI TO THE MARK ON THE LEFT. THE MARK CAN ALSO BE REACHED FROM THE AG8624'INTERSECTION OF AG8624'KEYSVILLE ROAD AND COUNTY ROAD 39, ABOUT 2.8 MI NORTHWEST OF AG8624'KEYSVILLE, GO NORTH ON AG8624'COUNTY ROAD 39 FOR 0.3 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF AG8624'A 4-INCH SQUARE AG8624'CONCRETE MONUMENT RECESSED AND 0.6 FT BELOW THE LEVEL OF THE GROUND. AG8624' AG8624'LOCATED 134.5 FT SOUTH OF THE SOUTH END OF A CONCRETE HEADWALL, 24.7 AG8624'FT NORTHWEST OF A AG8624'WOOD POWER POLE NUMBER 35905-39302, 23.4 FT EAST OF A NAIL AND HILLS AG8624'COUNTY DISK IN THE AG8624'EAST EDGE OF THE PAVEMENT OF COUNTY ROAD 39 AND 16.0 FT WEST OF A AG8624'METAL WITNESS POST AG8624'WITH A FL. D.O.T. SIGN ATTACHED. AG8624' AG8624'THIS MARK WAS NOT LEVELED TO AT THIS TIME. AG8624' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG8725 *********************************************************************** AG8725 DESIGNATION - BP B AG8725 PID - AG8725 AG8725 STATE/COUNTY- FL/HILLSBOROUGH AG8725 USGS QUAD - WIMAUMA (1987) AG8725 AG8725 *CURRENT SURVEY CONTROL AG8725 ___________________________________________________________________ AG8725* NAD 83(1990)- 27 42 28.87681(N) 082 15 52.88917(W) ADJUSTED AG8725* NAVD 88 - 26.96 (+/-2cm) 88.5 (feet) VERTCON AG8725 ___________________________________________________________________ AG8725 LAPLACE CORR- -0.66 (seconds) DEFLEC99 AG8725 GEOID HEIGHT- -24.86 (meters) GEOID99 AG8725 AG8725 HORZ ORDER - SECOND AG8725 VERT ORDER - THIRD ? (See Below) AG8725 AG8725.The horizontal coordinates were established by classical geodetic methods AG8725.and adjusted by the National Geodetic Survey in May 1991. AG8725 AG8725.The NAVD 88 height was computed by applying the VERTCON shift value to AG8725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8725.The vertical order pertains to the superseded datum. AG8725 AG8725.The Laplace correction was computed from DEFLEC99 derived deflections. AG8725 AG8725.The geoid height was determined by GEOID99. AG8725 AG8725; North East Units Scale Converg. AG8725;SPC FL W - 373,882.696 173,896.100 MT 0.99994958 -0 07 23.1 AG8725;UTM 17 - 3,065,498.995 375,313.003 MT 0.99979190 -0 35 17.2 AG8725 AG8725 SUPERSEDED SURVEY CONTROL AG8725 AG8725 NAD 83(1986)- 27 42 28.88049(N) 082 15 52.91214(W) AD( ) 2 AG8725 NGVD 29 - 27.24 (m) 89.4 (f) LEVELING 3 AG8725 AG8725.Superseded values are not recommended for survey control. AG8725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8725.See file dsdata.txt to determine how the superseded data were derived. AG8725 AG8725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7531365499(NAD 83) AG8725_MARKER: DD = SURVEY DISK AG8725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8725_STAMPING: BP-B AG8725_MARK LOGO: FL-057 AG8725_PROJECTION: RECESSED 15 CENTIMETERS AG8725_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG8725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8725+STABILITY: SURFACE MOTION AG8725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8725+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2000 AG8725 AG8725 HISTORY - Date Condition Report By AG8725 HISTORY - 1985 MONUMENTED FL-057 AG8725 HISTORY - 20001130 GOOD FL-057 AG8725 AG8725 STATION DESCRIPTION AG8725 AG8725'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW) AG8725'THE STATION IS LOCATED ABOUT 2.5 MILES EAST SOUTHEAST OF WINAUMA AND AG8725'ABOUT 4 MILES SOUTH OF BALM, IN SOUTHERN HILLSBOROUGH COUNTY. AG8725' AG8725'TO REACH THE STATION FROM THE INTERSECTION OF HWY 301 AND STATE ROAD AG8725'674, PROCEED WEST ON STATE ROAD 674 FOR ABOUT 7.5 MILES TO THE STATION AG8725'ON THE SOUTH SIDE OF STATE ROAD 674. AG8725' AG8725'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---BP-B---SET INTO THE AG8725'TOP OF AN 8 INCH ROUND CONCRETE MONUMENT RECESSED 6 INCHES BELOW THE AG8725'GROUND, LOCATED 40.3 FEET SOUTH OF THE CENTERLINE OF STATE ROAD 674, AG8725'10.7 FEET NORTH OF A METAL WITNESS POST, 11.9 FEET NORTHWEST OF A AG8725'WOODEN POST TO A BARBWIRE GATE, 31.0 FEET WEST NORTHWEST OF THE WEST AG8725'END OF A CONCRETE PIPE UNDER A DRIVEWAY, 13.7 FEET NORTHWEST OF THE AG8725'EAST END OF A CONCRETE PIPE UNDER A DRIVEWAY. THERE IS NO UNDERGROUND AG8725'MARK, STATION IS A COUNTY TRAVERSE STATION. AG8725 AG8725 STATION RECOVERY (2000) AG8725 AG8725'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG8725'THE MARK IS ABOUT 10.5 MI EAST OF RUSKIN, 7.5 MI WEST OF FORT AG8725'LONESOME, 2.6 MI EAST OF AG8725'WIMAUMA, IN SECTION 12, TOWNSHIP 32 SOUTH, RANGE 20 EAST. AG8725' AG8725'TO REACH THE MARK FROM THE POST OFFICE IN WIMAUMA, GO EAST ON COUNTY AG8725'ROAD 674 FOR 2.6 AG8725'MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF A 10-INCH ROUND AG8725'CONCRETE MONUMENT AG8725'RECESSED 0.6 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 0.5 FT BELOW AG8725'THE LEVEL OF AG8725'COUNTY ROAD 674. AG8725' AG8725'LOCATED 31.0 FT SOUTHEAST OF THE WEST END OF A CONCRETE PIPE UNDER THE AG8725'DIRT DRIVEWAY, AG8725'24.8 FT SOUTH OF A NAIL AND HILLS COUNTY DISK IN THE SOUTH EDGE OF THE AG8725'PAVEMENT OF STATE AG8725'ROAD 674, 13.7 FT SOUTHEAST OF THE EAST END OF A CONCRETE PIPE UNDER AG8725'THE DIRT DRIVEWAY, AG8725'10.7 FT NORTH OF A METAL WITNESS POST WITH A HILLSBOROUGH COUNTY SIGN AG8725'ATTACHED AND AG8725'10.15 FT EAST OF THE CENTERLINE OF A DIRT DRIVEWAY WITH A METAL GATE AG8725'LEADING INTO AN OPEN AG8725'PASTURE. AG8725' AG8725' AG8725' AG8725' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG6260 *********************************************************************** AG6260 DESIGNATION - C 109 RESET AG6260 PID - AG6260 AG6260 STATE/COUNTY- FL/HILLSBOROUGH AG6260 USGS QUAD - FT LONESOME (1987) AG6260 AG6260 *CURRENT SURVEY CONTROL AG6260 ___________________________________________________________________ AG6260* NAD 83(1986)- 27 44 53. (N) 082 08 44. (W) SCALED AG6260* NAVD 88 - 30.03 (meters) 98.5 (feet) RESET AG6260 ___________________________________________________________________ AG6260 GEOID HEIGHT- -24.97 (meters) GEOID99 AG6260 AG6260 VERT ORDER - THIRD AG6260 AG6260.The horizontal coordinates were scaled from a topographic map and have AG6260.an estimated accuracy of +/- 6 seconds. AG6260 AG6260.The orthometric height was computed from unverified reset data. AG6260 AG6260.The geoid height was determined by GEOID99. AG6260 AG6260; North East Units Estimated Accuracy AG6260;SPC FL W - 378,300. 185,650. MT (+/- 180 meters Scaled) AG6260 AG6260 SUPERSEDED SURVEY CONTROL AG6260 AG6260 NGVD 29 - 30.31 (m) 99.4 (f) RESET 3 AG6260 AG6260.Superseded values are not recommended for survey control. AG6260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6260.See file dsdata.txt to determine how the superseded data were derived. AG6260 AG6260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL871698(NAD 83) AG6260_MARKER: DB = BENCH MARK DISK AG6260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6260_STAMPING: C 109 RESET 1957 AG6260_MARK LOGO: CGS AG6260_PROJECTION: FLUSH AG6260_MAGNETIC: N = NO MAGNETIC MATERIAL AG6260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6260+STABILITY: SURFACE MOTION AG6260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG6260+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000 AG6260 AG6260 HISTORY - Date Condition Report By AG6260 HISTORY - 1957 MONUMENTED CGS AG6260 HISTORY - 1973 GOOD NGS AG6260 HISTORY - 19920813 GOOD USPSQD AG6260 HISTORY - 20001031 GOOD FL-057 AG6260 AG6260 STATION DESCRIPTION AG6260 AG6260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 AG6260'12 MI E FROM WIMAUMA. AG6260'9.25 MILES EAST ALONG STATE HIGHWAY 674 FROM THE SEABOARD AIR AG6260'LINE RAILROAD STATION AT WIMAUMA, THENCE 2.9 MILES NORTH ALONG AG6260'PLANT CITY ROAD (STATE HIGHWAY 39), 0.4 MILE NORTH OF A STATE FOREST AG6260'SERVICE LOOKOUT TOWER, 50.5 FEET EAST OF THE CENTER OF STATE AG6260'HIGHWAY 39, 64 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME AG6260'HOUSE, 86 FEET SOUTH OF THE CENTER OF DRIVEWAY TO THE HOUSE, AG6260'24.5 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE NUMBERED 260 30, AG6260'1.9 FEET NORTHEAST OF A 6-INCH SQUARE RIGHT-OF-WAY POST, 1 FOOT AG6260'NORTH OF A FENCE CORNER, 1 FOOT WEST-SOUTHWEST OF A METAL WITNESS AG6260'POST AND A DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE AG6260'MONUMENT THAT IS SET FLUSH WITH THE GROUND. AG6260 AG6260 STATION RECOVERY (1992) AG6260 AG6260'RECOVERY NOTE BY US POWER SQUADRON 1992 (AWM) AG6260'RECOVERED IN GOOD CONDITION. AG6260 AG6260 STATION RECOVERY (2000) AG6260 AG6260'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG6260'THE MARK IS ABOUT 20.25 MI SOUTH OF PLANT CITY, 3.0 MI NORTH OF FORT AG6260'LONESOME, IN SECTION AG6260'31, TOWNSHIP 31 SOUTH, RANGE 22 EAST. AG6260' AG6260'TO REACH THE MARK FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS AG6260'STREET) AND THE POST AG6260'OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO EAST AG6260'ON U.S. HIGHWAY 92 AG6260'(REYNOLDS STREET), (WHICH IS A ONE-WAY STREET) FOR 0.15 MI TO THE AG6260'INTERSECTION OF COUNTY AG6260'ROAD 39 (SOUTH COLLINS STREET), TURN RIGHT ON COUNTY ROAD 39 AND GO AG6260'SOUTH FOR 5.45 MI TO AG6260'THE INTERSECTION OF STATE ROAD 60, CONTINUE SOUTH ON COUNTY ROAD 39 AG6260'FOR 6.5 MI TO THE AG6260'INTERSECTION OF COUNTY ROAD 640 IN PINECREST, CONTINUE SOUTH ON COUNTY AG6260'ROAD 39 FOR 6.1 AG6260'MI TO THE HURRAH CREEK BRIDGE NUMBER 100254, CONTINUE SOUTH ON COUNTY AG6260'ROAD 39 FOR 2.2 AG6260'MI TO THE MARK ON THE LEFT, SET IN THE TOP OF AN 8-INCH SQUARE AG6260'CONCRETE MONUMENT FLUSH AG6260'WITH THE GROUND AND 3.0 FT BELOW THE LEVEL OF COUNTY ROAD 39. THE AG6260'MARK CAN ALSO BE AG6260'REACHED FROM THE INTERSECTION OF COUNTY ROAD 39 AND COUNTY ROAD 674 IN AG6260'FORT AG6260'LONESOME, GO NORTH ON COUNTY ROAD 39 FOR 3.0 MI TO THE MARK ON THE AG6260'RIGHT. AG6260' AG6260'LOCATED 80.5 FT SOUTH OF THE CENTERLINE OF A DIRT DRIVEWAY LEADING TO AG6260'RESIDENCE NUMBER AG6260'16002 ON THE EAST SIDE OF THE ROAD, 35.0 FT EAST OF A NAIL AND HILLS AG6260'COUNTY DISK IN THE EAST AG6260'EDGE OF THE PAVEMENT OF COUNTY ROAD 39, 23.8 FT SOUTHEAST OF A NAIL AG6260'AND HILLS COUNTY AG6260'DISK IN THE WEST FACE OF A WOOD TELEPHONE POLE NUMBER 260-30, 1.9 FT AG6260'NORTHEAST OF A AG6260'CONCRETE RIGHT-OF-WAY MONUMENT AND 1.0 FT WEST-SOUTHWEST OF A METAL AG6260'WITNESS POST AG6260'WITH A NATIONAL GEODETIC SURVEY PLAQUE ATTACHED. AG6260' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AL7512 *********************************************************************** AL7512 DESIGNATION - CE A AL7512 PID - AL7512 AL7512 STATE/COUNTY- FL/HILLSBOROUGH AL7512 USGS QUAD - PLANT CITY EAST (1993) AL7512 AL7512 *CURRENT SURVEY CONTROL AL7512 ___________________________________________________________________ AL7512* NAD 83(1990)- 28 00 25.54758(N) 082 07 17.00106(W) ADJUSTED AL7512* NAVD 88 - 41.89 (+/-2cm) 137.4 (feet) VERTCON AL7512 ___________________________________________________________________ AL7512 LAPLACE CORR- -2.56 (seconds) DEFLEC99 AL7512 GEOID HEIGHT- -25.57 (meters) GEOID99 AL7512 AL7512 HORZ ORDER - SECOND AL7512 VERT ORDER - THIRD ? (See Below) AL7512 AL7512.The horizontal coordinates were established by classical geodetic methods AL7512.and adjusted by the National Geodetic Survey in May 1991. AL7512 AL7512.The NAVD 88 height was computed by applying the VERTCON shift value to AL7512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL7512.The vertical order pertains to the superseded datum. AL7512 AL7512.The Laplace correction was computed from DEFLEC99 derived deflections. AL7512 AL7512.The geoid height was determined by GEOID99. AL7512 AL7512; North East Units Scale Converg. AL7512;SPC FL W - 407,001.315 188,061.413 MT 0.99994293 -0 03 25.2 AL7512;UTM 17 - 3,098,495.187 389,745.447 MT 0.99975004 -0 31 35.9 AL7512 AL7512 SUPERSEDED SURVEY CONTROL AL7512 AL7512 NAD 83(1986)- 28 00 25.55424(N) 082 07 17.02318(W) AD( ) 2 AL7512 NGVD 29 - 42.15 (m) 138.3 (f) LEVELING 3 AL7512 AL7512.Superseded values are not recommended for survey control. AL7512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7512.See file dsdata.txt to determine how the superseded data were derived. AL7512 AL7512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8974598495(NAD 83) AL7512_MARKER: DE = TRAVERSE STATION DISK AL7512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7512_STAMPING: CE-A 1983 AL7512_MARK LOGO: FL-057 AL7512_PROJECTION: RECESSED 10 CENTIMETERS AL7512_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AL7512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7512+STABILITY: SURFACE MOTION AL7512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7512+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000 AL7512 AL7512 HISTORY - Date Condition Report By AL7512 HISTORY - 1983 MONUMENTED FL-057 AL7512 HISTORY - 20001031 GOOD FL-057 AL7512 AL7512 STATION DESCRIPTION AL7512 AL7512'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AL7512'THE STATION IS LOCATED ABOUT 12 MILES EAST OF THE INTERSECTION OF AL7512'INTERSTATES 4 AND 75, APPROXIMATELY 1.75 MILES SOUTH OF INTERSTATE 4. AL7512' AL7512'TO REACH THE STATION FROM THE INTERSECTION OF HWY 39 AND INTERSTATE 4 AL7512'PROCEED SOUTH ON HWY 39 1.75 MILES TO STATION ON THE RIGHT. AL7512' AL7512'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---CE-A---THE SURFACE AL7512'DISK IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT RECESSED AL7512'FOUR INCHES BELOW THE GROUND, LOCATED 104 FEET SOUTH OF THE CENTERLINE AL7512'OF ALSOBROOK STREET, 30 FEET WEST OF CENTERLINE OF HWY 39, 1.6 FEET AL7512'EAST OF EAST EDGE OF SIDEWALK, 2.4 FEET WEST OF WEST CURB, 57.8 FEET AL7512'SOUTHWEST OF MEDIAN NOSE, 35.0 FEET NORTHEAST OF SANITARY MANHOLE IN AL7512'SIDEWALK. THERE IS NO UNDERGROUND MARK, STATION IS A COUNTY AL7512'TRAVERSE. AL7512'THERE IS NO UNDREGROUND MARK, STATION IS A COUNTY TRAVERSE. AL7512 AL7512 STATION RECOVERY (2000) AL7512 AL7512'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AL7512'THE MARK IS ABOUT 0.65 MI SOUTH OF PLANT CITY, IN SECTION 33, TOWNSHIP AL7512'28 SOUTH, RANGE 22 AL7512'EAST. AL7512' AL7512'TO REACH THE MARK FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS AL7512'STREET) AND THE POST AL7512'OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO EAST AL7512'ON U.S. HIGHWAY 92 AL7512'EAST (REYNOLDS STREET), (WHICH IS A ONE-WAY STREET) FOR 0.15 MI TO THE AL7512'INTERSECTION OF AL7512'COUNTY ROAD 39 (SOUTH COLLINS STREET), TURN RIGHT ON COUNTY ROAD 39 AL7512'AND GO SOUTH FOR AL7512'0.65 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF A 6-INCH ROUND AL7512'CONCRETE MONUMENT, AL7512'RECESSED 0.4 FT BELOW THE LEVEL OF THE GROUND AND 0.2 FT ABOVE THE AL7512'LEVEL OF COUNTY ROAD AL7512'39. AL7512' AL7512'LOCATED 104.0 FT SOUTH OF THE CENTERLINE OF ALSOBROOK STREET, 57.8 FT AL7512'SOUTHWEST OF THE AL7512'MEDIAN NOSE, 35.0 FT NORTHEAST OF A SANITARY MANHOLE IN THE SIDEWALK, AL7512'4.3 FT WEST OF A AL7512'NAIL AND HILLS COUNTY DISK IN THE WEST EDGE OF THE PAVEMENT OF THE AL7512'SOUTHBOUND LANES OF AL7512'STATE ROAD 39, 2.4 FT WEST OF THE WEST EDGE OF THE CURB, 1.8 FT NORTH AL7512'OF A CARSONITE AL7512'WITNESS POST AND 1.6 FT EAST OF THE EAST EDGE OF THE SIDEWALK. AL7512' AL7512' AL7512' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AL7513 *********************************************************************** AL7513 DESIGNATION - CE B AL7513 PID - AL7513 AL7513 STATE/COUNTY- FL/HILLSBOROUGH AL7513 USGS QUAD - PLANT CITY EAST (1993) AL7513 AL7513 *CURRENT SURVEY CONTROL AL7513 ___________________________________________________________________ AL7513* NAD 83(1990)- 28 00 07.33595(N) 082 07 16.16546(W) ADJUSTED AL7513* NAVD 88 - 41.36 (+/-2cm) 135.7 (feet) VERTCON AL7513 ___________________________________________________________________ AL7513 LAPLACE CORR- -2.54 (seconds) DEFLEC99 AL7513 GEOID HEIGHT- -25.55 (meters) GEOID99 AL7513 AL7513 HORZ ORDER - SECOND AL7513 VERT ORDER - THIRD ? (See Below) AL7513 AL7513.The horizontal coordinates were established by classical geodetic methods AL7513.and adjusted by the National Geodetic Survey in May 1991. AL7513 AL7513.The NAVD 88 height was computed by applying the VERTCON shift value to AL7513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL7513.The vertical order pertains to the superseded datum. AL7513 AL7513.The Laplace correction was computed from DEFLEC99 derived deflections. AL7513 AL7513.The geoid height was determined by GEOID99. AL7513 AL7513; North East Units Scale Converg. AL7513;SPC FL W - 406,440.712 188,083.684 MT 0.99994293 -0 03 24.8 AL7513;UTM 17 - 3,097,934.529 389,763.119 MT 0.99974999 -0 31 35.2 AL7513 AL7513 SUPERSEDED SURVEY CONTROL AL7513 AL7513 NAD 83(1986)- 28 00 07.34273(N) 082 07 16.18776(W) AD( ) 2 AL7513 NGVD 29 - 41.62 (m) 136.5 (f) LEVELING 3 AL7513 AL7513.Superseded values are not recommended for survey control. AL7513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7513.See file dsdata.txt to determine how the superseded data were derived. AL7513 AL7513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8976397935(NAD 83) AL7513_MARKER: DE = TRAVERSE STATION DISK AL7513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7513_STAMPING: CE-B 1983 AL7513_MARK LOGO: FL-057 AL7513_PROJECTION: RECESSED 5 CENTIMETERS AL7513_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AL7513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7513+STABILITY: SURFACE MOTION AL7513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7513+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000 AL7513 AL7513 HISTORY - Date Condition Report By AL7513 HISTORY - 1983 MONUMENTED FL-057 AL7513 HISTORY - 20001031 GOOD FL-057 AL7513 AL7513 STATION DESCRIPTION AL7513 AL7513'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AL7513'THE STATION IS LOCATED ABOUT 12 MILES EAST OF THE INTERSECTION OF AL7513'INTERSTATES 4 AND 75, APPROXIMATELY 2.25 MILES SOUTH OF INTERSTATE 4. AL7513' AL7513'TO REACH THE STATION FROM THE INTERSECTION OF HWY 39 AND INTERSTATE 4 AL7513'PROCEED SOUTH ON HWY 39 2.25 MILES TO THE STATION ON THE RIGHT, 292 AL7513'FEET NORTH OF THE CENTERLINE OF WEST PROSSER DRIVE. AL7513' AL7513'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---CE-B---THE SURFACE AL7513'DISK IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT RECESSED AL7513'FOUR INCHES BELOW THE GROUND, LOCATED 1.3 FEET EAST OF EAST EDGE OF AL7513'SIDEWALK, 2.5 FEET WEST OF WEST CURB, 34.9 FEET SOUTH OF POWER POLE AL7513'WITH METAL TAB AND NAIL, 130.5 FEET NORTH OF SANITARY MANHOLE, 34 FEET AL7513'SOUTH OF WITNESS POST. THERE IS NO UNDERGROUND MARK, STATION IS A AL7513'COUNTY TRAVERSE. AL7513'THERE IS NO UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE. AL7513 AL7513 STATION RECOVERY (2000) AL7513 AL7513'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AL7513'THE MARK IS ABOUT 1.0 MI SOUTH OF PLANT CITY, IN SECTION 33, TOWNSHIP AL7513'28 SOUTH, RANGE 22 AL7513'EAST. AL7513' AL7513'TO REACH THE MARK FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS AL7513'STREET) AND THE POST AL7513'OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO EAST AL7513'ON U.S. HIGHWAY 92 AL7513'EAST (REYNOLDS STREET), (WHICH IS A ONE-WAY STREET) FOR 0.15 MI TO THE AL7513'INTERSECTION OF AL7513'COUNTY ROAD 39 (SOUTH COLLINS STREET), TURN RIGHT ON COUNTY ROAD 39 AL7513'AND GO SOUTH FOR AL7513'1.0 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF A 6-INCH ROUND AL7513'CONCRETE MONUMENT, AL7513'RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND 0.5 FT ABOVE THE AL7513'LEVEL OF COUNTY ROAD AL7513'39. AL7513' AL7513'LOCATED 292.0 FT NORTH OF THE CENTERLINE OF PROSSER DRIVE, 130.5 FT AL7513'NORTH OF A SANITARY AL7513'MANHOLE, 35.8 FT SOUTH OF A WOOD POWER POLE NUMBER 36085-43330, 4.6 FT AL7513'WEST OF A NAIL AND AL7513'HILLS COUNTY DISK IN THE WEST EDGE OF THE PAVEMENT OF THE SOUTHBOUND AL7513'LANES OF STATE AL7513'ROAD 39, 2.5 FT WEST OF THE WEST EDGE OF THE CURB, 1.5 FT EAST OF THE AL7513'EAST EDGE OF THE AL7513'SIDEWALK AND 1.0 FT NORTH OF A CARSONITE WITNESS POST. AL7513' AL7513' AL7513' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG6196 *********************************************************************** AG6196 DESIGNATION - D AG6196 PID - AG6196 AG6196 STATE/COUNTY- FL/HILLSBOROUGH AG6196 USGS QUAD - RUSKIN (1987) AG6196 AG6196 *CURRENT SURVEY CONTROL AG6196 ___________________________________________________________________ AG6196* NAD 83(1986)- 27 42 37. (N) 082 26 02. (W) SCALED AG6196* NAVD 88 - 10.999 (meters) 36.09 (feet) ADJUSTED AG6196 ___________________________________________________________________ AG6196 GEOID HEIGHT- -24.70 (meters) GEOID99 AG6196 DYNAMIC HT - 10.983 (meters) 36.03 (feet) COMP AG6196 MODELED GRAV- 979,158.3 (mgal) NAVD 88 AG6196 AG6196 VERT ORDER - FIRST CLASS I AG6196 AG6196.The horizontal coordinates were scaled from a topographic map and have AG6196.an estimated accuracy of +/- 6 seconds. AG6196 AG6196.The orthometric height was determined by differential leveling AG6196.and adjusted by the National Geodetic Survey in June 1991. AG6196 AG6196.The geoid height was determined by GEOID99. AG6196 AG6196.The dynamic height is computed by dividing the NAVD 88 AG6196.geopotential number by the normal gravity value computed on the AG6196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6196.degrees latitude (g = 980.6199 gals.). AG6196 AG6196.The modeled gravity was interpolated from observed gravity values. AG6196 AG6196; North East Units Estimated Accuracy AG6196;SPC FL W - 374,180. 157,210. MT (+/- 180 meters Scaled) AG6196 AG6196 SUPERSEDED SURVEY CONTROL AG6196 AG6196 NGVD 29 - 11.28 (m) 37.0 (f) COMPUTED 1 1 AG6196 AG6196.Superseded values are not recommended for survey control. AG6196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6196.See file dsdata.txt to determine how the superseded data were derived. AG6196 AG6196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL586659(NAD 83) AG6196_MARKER: DD = SURVEY DISK AG6196_SETTING: 35 = BRIDGE SIDEWALK AG6196_STAMPING: D AG6196_MARK LOGO: FLDT AG6196_MAGNETIC: N = NO MAGNETIC MATERIAL AG6196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6196+STABILITY: SURFACE MOTION AG6196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG6196+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2000 AG6196 AG6196 HISTORY - Date Condition Report By AG6196 HISTORY - UNK MONUMENTED FLHD AG6196 HISTORY - 1966 GOOD NGS AG6196 HISTORY - 1985 GOOD FLDT AG6196 HISTORY - 20000928 GOOD FL-057 AG6196 AG6196 STATION DESCRIPTION AG6196 AG6196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG6196'0.8 MI S FROM RUSKIN. AG6196'ABOUT 0.85 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE AG6196'AT RUSKIN, AT THE HIGHWAY OVERPASS OVER THE ATLANTIC COAST LINE AG6196'RAILROAD, 15.0 FEET WEST OF THE CENTER LINE OF THE SOUTH-BOUND AG6196'LANE OF THE HIGHWAY, ABOUT 0.8 FOOT ABOVE THE LEVEL OF THE AG6196'HIGHWAY AND IN THE TOP OF THE WEST END OF THE NORTH CONCRETE AG6196'ABUTMENT OF THE WEST ONE OF THE DOUBLE OVERPASS. STAMPED D BY AG6196'THIS PARTY. AG6196 AG6196 STATION RECOVERY (1985) AG6196 AG6196'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1985 AG6196'RECOVERED IN GOOD CONDITION. AG6196 AG6196 STATION RECOVERY (2000) AG6196 AG6196'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG6196'THE MARK IS ABOUT 0.8 MI SOUTH OF THE POST OFFICE IN RUSKIN, IN AG6196'SECTION 8, TOWNSHIP 32 AG6196'SOUTH, RANGE 19 EAST. AG6196' AG6196'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND COUNTY AG6196'ROAD 674 AG6196'(COLLEGE AVENUE) IN RUSKIN, GO SOUTH ON U.S. HIGHWAY 41 FOR 0.15 MI TO AG6196'A BRIDGE OVERPASS AG6196'OVER A SET OF RAILROAD TRACKS (BRIDGE NUMBER 1009400) AND THE MARK ON AG6196'THE RIGHT, SET AG6196'FLUSH IN THE SIDEWALK OVER THE ABUTMENT OF THE U.S. HIGHWAY 41 AG6196'SOUTHBOUND LANE BRIDGE, AG6196'IN THE NORTHWEST CORNER OF THE BRIDGE AND 0.8 FT ABOVE THE LEVEL OF AG6196'U.S. HIGHWAY 41. AG6196' AG6196'LOCATED 15.0 FT WEST OF THE CENTERLINE OF THE SOUTHBOUND BRIDGE OF AG6196'U.S. HIGHWAY 41 AND AG6196'32.4 FT SOUTHEAST OF A METAL LIGHT POLE NUMBER A18. AG6196' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG6197 *********************************************************************** AG6197 DESIGNATION - E AG6197 PID - AG6197 AG6197 STATE/COUNTY- FL/HILLSBOROUGH AG6197 USGS QUAD - RUSKIN (1987) AG6197 AG6197 *CURRENT SURVEY CONTROL AG6197 ___________________________________________________________________ AG6197* NAD 83(1986)- 27 42 37. (N) 082 26 01. (W) SCALED AG6197* NAVD 88 - 11.028 (meters) 36.18 (feet) ADJUSTED AG6197 ___________________________________________________________________ AG6197 GEOID HEIGHT- -24.70 (meters) GEOID99 AG6197 DYNAMIC HT - 11.012 (meters) 36.13 (feet) COMP AG6197 MODELED GRAV- 979,158.3 (mgal) NAVD 88 AG6197 AG6197 VERT ORDER - FIRST CLASS I AG6197 AG6197.The horizontal coordinates were scaled from a topographic map and have AG6197.an estimated accuracy of +/- 6 seconds. AG6197 AG6197.The orthometric height was determined by differential leveling AG6197.and adjusted by the National Geodetic Survey in June 1991. AG6197 AG6197.The geoid height was determined by GEOID99. AG6197 AG6197.The dynamic height is computed by dividing the NAVD 88 AG6197.geopotential number by the normal gravity value computed on the AG6197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6197.degrees latitude (g = 980.6199 gals.). AG6197 AG6197.The modeled gravity was interpolated from observed gravity values. AG6197 AG6197; North East Units Estimated Accuracy AG6197;SPC FL W - 374,180. 157,240. MT (+/- 180 meters Scaled) AG6197 AG6197 SUPERSEDED SURVEY CONTROL AG6197 AG6197.No superseded survey control is available for this station. AG6197 AG6197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL586659(NAD 83) AG6197_MARKER: DD = SURVEY DISK AG6197_SETTING: 31 = CONCRETE BRIDGE WALKWAY AG6197_STAMPING: E AG6197_MARK LOGO: FLHD AG6197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG6197 AG6197 HISTORY - Date Condition Report By AG6197 HISTORY - UNK MONUMENTED FLHD AG6197 HISTORY - 1966 GOOD NGS AG6197 HISTORY - 1982 GOOD FLDNR AG6197 HISTORY - 1985 GOOD FLDT AG6197 HISTORY - 20000928 MARK NOT FOUND FL-057 AG6197 AG6197 STATION DESCRIPTION AG6197 AG6197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG6197'0.8 MI S FROM RUSKIN. AG6197'ABOUT 0.85 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE AG6197'AT RUSKIN, AT THE HIGHWAY OVERPASS OVER THE ATLANTIC COAST LINE AG6197'RAILROAD, 15.4 FEET EAST OF THE CENTER LINE OF THE NORTH-BOUND AG6197'LANE OF THE HIGHWAY, 5.0 FEET WEST OF THE EAST CONCRETE GUARD AG6197'RAIL, 1.4 FEET EAST OF THE EAST CONCRETE CURB OF THE BRIDGE, ABOUT AG6197'0.8 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND IN THE TOP OF THE AG6197'SOUTH END OF THE EAST CONCRETE WALKWAY OF THE BRIDGE (DIRECTLY AG6197'OVER THE EAST END OF THE SOUTH CONCRETE ABUTMENT). STAMPED E BY AG6197'THIS PARTY. AG6197 AG6197 STATION RECOVERY (1982) AG6197 AG6197'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG6197'RECOVERED IN GOOD CONDITION. AG6197 AG6197 STATION RECOVERY (1985) AG6197 AG6197'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1985 AG6197'RECOVERED IN GOOD CONDITION. AG6197 AG6197 STATION RECOVERY (2000) AG6197 AG6197'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG6197'THE MARK IS DESTROYED. THE STEM OF THE BRASS DISK WAS FOUND IN THE AG6197'CONCRETE WALKWAY AG6197'AS DESCRIBED WITH THE DISK BROKEN OFF. AG6197' AG6197' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AL6584 *********************************************************************** AL6584 DESIGNATION - E 18 AL6584 PID - AL6584 AL6584 STATE/COUNTY- FL/HILLSBOROUGH AL6584 USGS QUAD - PLANT CITY EAST (1993) AL6584 AL6584 *CURRENT SURVEY CONTROL AL6584 ___________________________________________________________________ AL6584* NAD 83(1990)- 28 00 55.63070(N) 082 07 18.35061(W) ADJUSTED AL6584* NAVD 88 - 39.648 (meters) 130.08 (feet) ADJUSTED AL6584 ___________________________________________________________________ AL6584 LAPLACE CORR- -2.60 (seconds) DEFLEC99 AL6584 GEOID HEIGHT- -25.60 (meters) GEOID99 AL6584 DYNAMIC HT - 39.590 (meters) 129.89 (feet) COMP AL6584 MODELED GRAV- 979,177.0 (mgal) NAVD 88 AL6584 AL6584 HORZ ORDER - SECOND AL6584 VERT ORDER - FIRST CLASS II AL6584 AL6584.The horizontal coordinates were established by classical geodetic methods AL6584.and adjusted by the National Geodetic Survey in May 1991. AL6584 AL6584.The orthometric height was determined by differential leveling AL6584.and adjusted by the National Geodetic Survey in June 1991. AL6584.WARNING-Repeat measurements at this control monument indicate possible AL6584.vertical movement. AL6584 AL6584.The Laplace correction was computed from DEFLEC99 derived deflections. AL6584 AL6584.The geoid height was determined by GEOID99. AL6584 AL6584.The dynamic height is computed by dividing the NAVD 88 AL6584.geopotential number by the normal gravity value computed on the AL6584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6584.degrees latitude (g = 980.6199 gals.). AL6584 AL6584.The modeled gravity was interpolated from observed gravity values. AL6584 AL6584; North East Units Scale Converg. AL6584;SPC FL W - 407,927.354 188,025.468 MT 0.99994295 -0 03 25.9 AL6584;UTM 17 - 3,099,421.311 389,717.100 MT 0.99975011 -0 31 37.0 AL6584 AL6584 SUPERSEDED SURVEY CONTROL AL6584 AL6584 NAD 83(1986)- 28 00 55.63713(N) 082 07 18.37202(W) AD( ) 2 AL6584 NGVD 29 - 39.904 (m) 130.92 (f) ADJUSTED 1 2 AL6584 AL6584.Superseded values are not recommended for survey control. AL6584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6584.See file dsdata.txt to determine how the superseded data were derived. AL6584 AL6584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8971799421(NAD 83) AL6584_MARKER: DB = BENCH MARK DISK AL6584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6584_STAMPING: E 18 1933 AL6584_MARK LOGO: CGS+SS AL6584_PROJECTION: RECESSED 10 CENTIMETERS AL6584_MAGNETIC: N = NO MAGNETIC MATERIAL AL6584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6584+STABILITY: SURFACE MOTION AL6584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL6584+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000 AL6584 AL6584 HISTORY - Date Condition Report By AL6584 HISTORY - 1933 MONUMENTED CGS AL6584 HISTORY - 1974 GOOD FLDT AL6584 HISTORY - 1978 GOOD NGS AL6584 HISTORY - 19930122 GOOD USPSQD AL6584 HISTORY - 20001031 GOOD FL-057 AL6584 HISTORY - 20010331 GOOD NGS AL6584 AL6584 STATION DESCRIPTION AL6584 AL6584'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974 AL6584'AT PLANT CITY. AL6584'AT PLANT CITY, AT THE CROSSING OF THE ATLANTIC COAST LINE AL6584'RAILROAD AND THE SEABOARD AIR LINE RAILROAD, 67.0 FEET SOUTHWEST AL6584'OF THE CENTER OF THE CROSSING OF THE MAIN TRACKS OF THE AL6584'RAILROADS, 60.0 FEET WEST OF THE WEST RAIL OF THE MAIN TRACKS AL6584'OF THE SEABOARD AIR LINE RAILROAD, 23.5 FEET SOUTH OF THE SOUTH AL6584'RAIL OF THE MAIN TRACKS OF THE ATLANTIC COAST LINE RAILROAD, AL6584'62.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE UNION STATION, AL6584'54.0 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE UNION STATION, AL6584'20.0 FEET NORTH OF THE CENTERLINE OF EAST DRANE STREET, AND 1.0 AL6584'FOOT SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A ROUND AL6584'CONCRETE POST FLUSH WITH THE GROUND. AL6584 AL6584 STATION RECOVERY (1978) AL6584 AL6584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AL6584'RECOVERED IN GOOD CONDITION. AL6584 AL6584 STATION RECOVERY (1993) AL6584 AL6584'RECOVERY NOTE BY US POWER SQUADRON 1993 (AWM) AL6584'RECOVERED IN GOOD CONDITION. AL6584 AL6584 STATION RECOVERY (2000) AL6584 AL6584'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AL6584'THE MARK IS IN PLANT CITY, IN SECTION 29, TOWNSHIP 28 SOUTH, RANGE 22 AL6584'EAST. AL6584' AL6584'TO REACH THE MARK FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS AL6584'STREET) AND THE POST AL6584'OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO EAST AL6584'ON U.S. HIGHWAY 92 AL6584'EAST (REYNOLDS STREET), (WHICH IS A ONE-WAY STREET) FOR 0.15 MI TO THE AL6584'INTERSECTION OF AL6584'COUNTY ROAD 39 (SOUTH COLLINS STREET), CONTINUE EAST ON U.S. HIGHWAY AL6584'93 EAST (REYNOLDS AL6584'STREET) FOR 0.05 MI TO THE INTERSECTION OF PALMER STREET, TURN RIGHT AL6584'ON PALMER STREET AL6584'AND GO SOUTH FOR 0.05 MI TO THE INTERSECTION OF A RAILROAD TRACK, AL6584'CONTINUE SOUTH ON AL6584'PALMER STREET FOR 23.5 FT TO THE MARK ON THE LEFT, SET IN THE TOP OF AL6584'AN 8-INCH SQUARE AL6584'CONCRETE MONUMENT, RECESSED 0.4 FT BELOW THE LEVEL OF THE GROUND. AL6584' AL6584'LOCATED 185.6 FT EAST OF A NAIL AND HILLS COUNTY DISK IN THE AL6584'CENTERLINE OF SOUTH PALMER AL6584'STREET, 62.0 FT SOUTHWEST OF THE SOUTHEAST CORNER OF THE UNION AL6584'STATION, 60.0 FT WEST OF AL6584'THE WEST RAIL OF THE MAIN TRACKS OF THE ACL RAILROAD, 54.0 FT AL6584'SOUTHEAST OF THE AL6584'SOUTHWEST CORNER OF THE UNION STATION, 46.4 FT EAST-SOUTHEAST OF A AL6584'NAIL AND HILLS AL6584'COUNTY DISK IN THE SOUTH FACE OF A WOOD TELEGRAPH POLE, 23.5 FT SOUTH AL6584'OF THE SOUTH RAIL AL6584'OF THE MAIN TRACKS OF THE ACL RAILROAD, 13.5 FT NORTH OF A METAL AL6584'WITNESS POST WITH A AL6584'NATIONAL GEODETIC SURVEY PLAQUE IN THE 4.0 FT HIGH CHAIN-LINK FENCE AL6584'LINE AND 10.7 FT AL6584'NORTH OF THE PROJECTED CENTERLINE OF E J ARDEN MAYS BLVD. AL6584' AL6584' AL6584' AL6584' AL6584' AL6584' AL6584' AL6584 AL6584 STATION RECOVERY (2001) AL6584 AL6584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AL6584'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG9371 *********************************************************************** AG9371 CBN - This is a Cooperative Base Network Control Station. AG9371 DESIGNATION - FLGPS 46 AG9371 PID - AG9371 AG9371 STATE/COUNTY- FL/HILLSBOROUGH AG9371 USGS QUAD - FT LONESOME (1987) AG9371 AG9371 *CURRENT SURVEY CONTROL AG9371 ___________________________________________________________________ AG9371* NAD 83(1999)- 27 42 16.54254(N) 082 09 17.10287(W) ADJUSTED AG9371* NAVD 88 - 35.14 (meters) 115.3 (feet) N HEIGHT AG9371 ___________________________________________________________________ AG9371 X - 771,353.179 (meters) COMP AG9371 Y - -5,598,131.455 (meters) COMP AG9371 Z - 2,947,566.509 (meters) COMP AG9371 LAPLACE CORR- -0.85 (seconds) DEFLEC99 AG9371 ELLIP HEIGHT- 10.34 (meters) (04/12/01) GPS OBS AG9371 GEOID HEIGHT- -24.92 (meters) GEOID99 AG9371 DYNAMIC HT - 35.09 (meters) 115.1 (feet) COMP AG9371 MODELED GRAV- 979,163.1 (mgal) NAVD 88 AG9371 AG9371 HORZ ORDER - A AG9371 VERT ORDER - THIRD AG9371 ELLP ORDER - FOURTH CLASS I AG9371 AG9371.The horizontal coordinates were established by GPS observations AG9371.and adjusted by the National Geodetic Survey in April 2001. AG9371 AG9371.The orthometric height was determined by differential leveling AG9371.and adjusted by the National Geodetic Survey in May 2001. AG9371.WARNING-GPS observations at this control monument resulted in a GPS AG9371.derived orthometric height which differed from the leveled height by AG9371.more than one decimeter (0.1 meter). AG9371 AG9371.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG9371 AG9371.The Laplace correction was computed from DEFLEC99 derived deflections. AG9371 AG9371.The ellipsoidal height was determined by GPS observations AG9371.and is referenced to NAD 83. AG9371 AG9371.The geoid height was determined by GEOID99. AG9371 AG9371.The dynamic height is computed by dividing the NAVD 88 AG9371.geopotential number by the normal gravity value computed on the AG9371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG9371.degrees latitude (g = 980.6199 gals.). AG9371 AG9371.The modeled gravity was interpolated from observed gravity values. AG9371 AG9371; North East Units Scale Converg. AG9371;SPC FL W - 373,484.593 184,738.002 MT 0.99994405 -0 04 19.0 AG9371;UTM 17 - 3,065,012.998 386,149.466 MT 0.99975999 -0 32 12.9 AG9371 AG9371 SUPERSEDED SURVEY CONTROL AG9371 AG9371 NAD 83(1990)- 27 42 16.54175(N) 082 09 17.10252(W) AD( ) 1 AG9371 NGVD 29 - 35.5 (m) 116. (f) GPS OBS AG9371 AG9371.Superseded values are not recommended for survey control. AG9371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG9371.See file dsdata.txt to determine how the superseded data were derived. AG9371 AG9371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8614965013(NAD 83) AG9371_MARKER: F = FLANGE-ENCASED ROD AG9371_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AG9371_STAMPING: FLGPS 46 1989 AG9371_MARK LOGO: NGS AG9371_PROJECTION: FLUSH AG9371_MAGNETIC: N = NO MAGNETIC MATERIAL AG9371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG9371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG9371+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2002 AG9371_ROD/PIPE-DEPTH: 7.3 meters AG9371 AG9371 HISTORY - Date Condition Report By AG9371 HISTORY - 1989 MONUMENTED NGS AG9371 HISTORY - 19901102 GOOD FLDNR AG9371 HISTORY - 19990405 GOOD DCJOHN AG9371 HISTORY - 20001031 GOOD FL-057 AG9371 HISTORY - 20020522 GOOD BAH AG9371 AG9371 STATION DESCRIPTION AG9371 AG9371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 AG9371'THE STATION IS LOCATED ABOUT 34.44 KM (21.40 MI) SOUTH OF PLANT CITY, AG9371'13.84 KM (8.60 MI) EAST OF WIMAUMA, IN SECTION 12, T 32 S, R 21 E. AG9371'OWNERSHIP--STATE ROAD RIGHT-OF-WAY. AG9371'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 39 AND STATE AG9371'ROAD 674 IN FORT LONESOME, GO WEST FOR 0.89 KM (0.55 MI) ON STATE ROAD AG9371'674 TO THE STATION ON RIGHT. AG9371'THE STATION IS RECESSED 8 CM BELOW GROUND. LOCATED 20.03 M (65.7 FT) AG9371'EAST FROM A CONCRETE RIGHT-OF-WAY MONUMENT, 19.51 M (64.0 FT) EAST AG9371'FROM A UTILITY POLE, 13.26 M (43.5 FT) NORTH FROM THE APPROXIMATE AG9371'CENTER OF STATE ROAD 674, 2.59 M (8.5 FT) SOUTH FROM A FENCE LINE AND AG9371'2.29 M (7.5 FT) SOUTH FROM A CARSONITE WITNESS POST. NOTE--ACCESS TO AG9371'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. AG9371'DESCRIBED BY R.L. MALLOY. AG9371 AG9371 STATION RECOVERY (1990) AG9371 AG9371'RECOVERY NOTE BY FL DEPT OF NAT RES 1990 AG9371'THE STATION IS ABOUT 21.4 MI (34.4 KM) SOUTH OF PLANT CITY, 8.6 MI AG9371'(13.8 KM) EAST OF WINAUMA, IN FORT LONESOME, IN SECTION 12, T 32 S, R AG9371'21 E. AG9371'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 39 AND STATE AG9371'ROAD 674, GO WEST ON STATE ROAD 674 FOR 0.55 MI (0.89 KM) TO THE AG9371'STATION ON THE RIGHT. RECESSED 0.3 FT (9.1 CM) BELOW THE GROUND. AG9371'LOCATED 65.2 FT (19.9 M) EAST OF A CONCRETE RIGHT-OF-WAY MARKER, 63.6 AG9371'FT (19.4 M) EAST OF A POWER POLE NUMBER 14 3755, 44.0 FT (13.4 M) AG9371'NORTH OF THE CENTERLINE OF STATE ROAD 674, 8.1 FT (2.5 M) SOUTH OF A AG9371'FENCE LINE AND 7.5 FT (2.3 M) NORTH OF A CARSONITE WITNESS POST. AG9371'NOTE ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. AG9371 AG9371 STATION RECOVERY (1999) AG9371 AG9371'RECOVERY NOTE BY DC JOHNSON ASSOC 1999 AG9371'RECOVERED IN GOOD CONDITION WITH THIS CHANGE, THE STATION IS 7.5 FT AG9371'(2.3 M) SOUTH OF A CARSONITE WITNESS POST. AG9371 AG9371 STATION RECOVERY (2000) AG9371 AG9371'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG9371'THE STATION IS ABOUT 17.55 MI EAST OF RUSKIN, 9.65 MI EAST OF WIMAUMA, AG9371'0.5 MI WEST OF FORT AG9371'LONESOME, IN SECTION 12, TOWNSHIP 32 SOUTH, RANGE 21 EAST. AG9371' AG9371'TO REACH THE STATION FROM THE POST OFFICE IN WIMAUMA, GO EAST ON AG9371'COUNTY ROAD 674 FOR AG9371'6.7 MI TO THE LITTLE MANATEE RIVER BRIDGE, BRIDGE NUMBER 100578, AG9371'CONTINUE EAST ON COUNTY AG9371'ROAD 674 FOR 2.95 MI TO THE STATION ON THE LEFT, A STAINLESS STEEL ROD AG9371'DRIVEN INTO THE AG9371'GROUND AT A DEPTH OF 24.0 FT WITH A NGS LOGO CAP FLUSH WITH THE GROUND AG9371'AND ABOUT 1.0 FT AG9371'BELOW THE LEVEL OF COUNTY ROAD 674, THE DATUM POINT IS RECESSED 0.3 FT AG9371'BELOW THE LEVEL AG9371'OF THE NGS LOGO CAP. THE STATION CAN ALSO BE REACHED FROM THE AG9371'INTERSECTION OF COUNTY AG9371'ROAD 674 AND COUNTY ROAD 39 IN FORT LONESOME, GO WEST ON COUNTY ROAD AG9371'674 FOR 0.5 MI TO AG9371'THE MARK ON THE RIGHT. AG9371' AG9371'LOCATED 65.7 FT EAST OF A CONCRETE RIGHT-OF-WAY MONUMENT, 64.0 FT EAST AG9371'OF A WOOD POWER AG9371'POLE NUMBER 14-375-5, 32.5 FT NORTH OF A NAIL AND HILLS COUNTY DISK IN AG9371'THE NORTH EDGE OF AG9371'THE PAVEMENT OF COUNTY ROAD 674, 8.5 FT SOUTH OF A BARBED WIRE FENCE AG9371'AND 7.9 FT SOUTH OF AG9371'A CARSONITE WITNESS POST. AG9371' AG9371'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. AG9371' AG9371' AG9371' AG9371' AG9371 AG9371 STATION RECOVERY (2002) AG9371 AG9371'RECOVERY NOTE BY BERRYMAN & HENIGAR 2002 (BP) AG9371'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG8896 *********************************************************************** AG8896 DESIGNATION - HP E AG8896 PID - AG8896 AG8896 STATE/COUNTY- FL/HILLSBOROUGH AG8896 USGS QUAD - DOVER (1987) AG8896 AG8896 *CURRENT SURVEY CONTROL AG8896 ___________________________________________________________________ AG8896* NAD 83(1990)- 27 55 21.31953(N) 082 07 31.51367(W) ADJUSTED AG8896* NAVD 88 - 26.91 (+/-2cm) 88.3 (feet) VERTCON AG8896 ___________________________________________________________________ AG8896 LAPLACE CORR- -1.85 (seconds) DEFLEC99 AG8896 GEOID HEIGHT- -25.32 (meters) GEOID99 AG8896 AG8896 HORZ ORDER - SECOND AG8896 VERT ORDER - THIRD ? (See Below) AG8896 AG8896.The horizontal coordinates were established by classical geodetic methods AG8896.and adjusted by the National Geodetic Survey in May 1991. AG8896 AG8896.The NAVD 88 height was computed by applying the VERTCON shift value to AG8896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8896.The vertical order pertains to the superseded datum. AG8896 AG8896.The Laplace correction was computed from DEFLEC99 derived deflections. AG8896 AG8896.The geoid height was determined by GEOID99. AG8896 AG8896; North East Units Scale Converg. AG8896;SPC FL W - 397,637.195 187,655.325 MT 0.99994306 -0 03 31.4 AG8896;UTM 17 - 3,089,136.505 389,262.818 MT 0.99975135 -0 31 37.4 AG8896 AG8896 SUPERSEDED SURVEY CONTROL AG8896 AG8896 NAD 83(1986)- 27 55 21.32723(N) 082 07 31.53682(W) AD( ) 2 AG8896 NGVD 29 - 27.18 (m) 89.2 (f) LEVELING 3 AG8896 AG8896.Superseded values are not recommended for survey control. AG8896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8896.See file dsdata.txt to determine how the superseded data were derived. AG8896 AG8896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8926389137(NAD 83) AG8896_MARKER: DE = TRAVERSE STATION DISK AG8896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8896_STAMPING: HP-E 1984 AG8896_MARK LOGO: FL-057 AG8896_PROJECTION: RECESSED 15 CENTIMETERS AG8896_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG8896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8896+STABILITY: SURFACE MOTION AG8896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG8896+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000 AG8896 AG8896 HISTORY - Date Condition Report By AG8896 HISTORY - 1984 MONUMENTED FL-057 AG8896 HISTORY - 20001031 GOOD FL-057 AG8896 AG8896 STATION DESCRIPTION AG8896 AG8896'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW) AG8896'THE STATION IS LOCATED IN THE HOPEWELL AREA OF EASTERN HILLSBOROUGH AG8896'COUNTY. AG8896' AG8896'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 60 AND AG8896'HWY 39, PROCEED SOUTH FOR ABOUT 1.1 MILES TO THE STATION ON THE WEST AG8896'SHOULDER OF HWY 39. AG8896' AG8896'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---HP-E---SET INTO THE AG8896'TOP OF A 12 INCH ROUND CONCRETE MONUMENT RECESSED 6 INCHES BELOW AG8896'GROUND, LOCATED 22.5 FEET WEST OF THE CENTERLINE OF HWY 39, 13.0 AG8896'FEET EAST OF A WITNESS POST AND POWER POLE NUMBERED 62, 168.4 FEET AG8896'SOUTH OF THE SOUTH END OF A CONCRETE HEADWALL, 27.9 FEET SOUTHEAST OF AG8896'A TELEPHONE JUNCTION BOX. THERE IS NO UNDERGROUND MARK, STATION IS A AG8896'COUNTY TRAVERSE. AG8896 AG8896 STATION RECOVERY (2000) AG8896 AG8896'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG8896'THE MARK IS ABOUT 6.55 MI SOUTH OF PLANT CITY, IN SECTION 39, TOWNSHIP AG8896'29 SOUTH, RANGE 22 AG8896'EAST. AG8896' AG8896'TO REACH THE MARK FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS AG8896'STREET) AND THE POST AG8896'OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO EAST AG8896'ON U.S. HIGHWAY 92 AG8896'EAST (REYNOLDS STREET), (WHICH IS A ONE-WAY STREET) FOR 0.15 MI TO THE AG8896'INTERSECTION OF AG8896'COUNTY ROAD 39 (SOUTH COLLINS STREET), TURN RIGHT ON COUNTY ROAD 39 AG8896'AND GO SOUTH FOR AG8896'5.45 MI TO THE INTERSECTION OF STATE ROAD 60, CONTINUE SOUTH ON COUNTY AG8896'ROAD 39 FOR 1.1 MI AG8896'TO THE MARK ON THE RIGHT, SET IN THE TOP OF A 12-INCH ROUND CONCRETE AG8896'MONUMENT, AG8896'RECESSED 0.6 FT BELOW THE LEVEL OF THE GROUND AND 0.5 FT BELOW THE AG8896'LEVEL OF COUNTY AG8896'ROAD 39. AG8896' AG8896'LOCATED 168.4 FT SOUTH OF THE SOUTHERN MOST CONCRETE POST FOR A METAL AG8896'GUARDRAIL, 14.0 AG8896'FT EAST OF A WOOD POWER POLE NUMBER 35944-40440, 13.0 FT EAST OF A AG8896'METAL WITNESS POST AG8896'WITH A HILLSBOROUGH COUNTY SIGN ATTACHED AND 11.0 FT WEST OF A NAIL AG8896'AND HILLS COUNTY AG8896'DISK IN THE WEST EDGE OF THE PAVEMENT OF COUNTY ROAD 39. AG8896' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG8897 *********************************************************************** AG8897 DESIGNATION - HP F AG8897 PID - AG8897 AG8897 STATE/COUNTY- FL/HILLSBOROUGH AG8897 USGS QUAD - DOVER (1987) AG8897 AG8897 *CURRENT SURVEY CONTROL AG8897 ___________________________________________________________________ AG8897* NAD 83(1990)- 27 54 59.53553(N) 082 07 34.91728(W) ADJUSTED AG8897* NAVD 88 - 28.20 (+/-2cm) 92.5 (feet) VERTCON AG8897 ___________________________________________________________________ AG8897 LAPLACE CORR- -1.81 (seconds) DEFLEC99 AG8897 GEOID HEIGHT- -25.31 (meters) GEOID99 AG8897 AG8897 HORZ ORDER - SECOND AG8897 VERT ORDER - THIRD ? (See Below) AG8897 AG8897.The horizontal coordinates were established by classical geodetic methods AG8897.and adjusted by the National Geodetic Survey in May 1991. AG8897 AG8897.The NAVD 88 height was computed by applying the VERTCON shift value to AG8897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8897.The vertical order pertains to the superseded datum. AG8897 AG8897.The Laplace correction was computed from DEFLEC99 derived deflections. AG8897 AG8897.The geoid height was determined by GEOID99. AG8897 AG8897; North East Units Scale Converg. AG8897;SPC FL W - 396,966.756 187,561.575 MT 0.99994309 -0 03 33.0 AG8897;UTM 17 - 3,088,466.983 389,163.611 MT 0.99975163 -0 31 38.6 AG8897 AG8897 SUPERSEDED SURVEY CONTROL AG8897 AG8897 NAD 83(1986)- 27 54 59.54330(N) 082 07 34.94043(W) AD( ) 2 AG8897 NGVD 29 - 28.47 (m) 93.4 (f) LEVELING 3 AG8897 AG8897.Superseded values are not recommended for survey control. AG8897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8897.See file dsdata.txt to determine how the superseded data were derived. AG8897 AG8897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8916488467(NAD 83) AG8897_MARKER: DE = TRAVERSE STATION DISK AG8897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8897_STAMPING: HP-F AG8897_MARK LOGO: FL-057 AG8897_PROJECTION: RECESSED 15 CENTIMETERS AG8897_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG8897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8897+STABILITY: SURFACE MOTION AG8897_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG8897+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000 AG8897 AG8897 HISTORY - Date Condition Report By AG8897 HISTORY - 1984 MONUMENTED FL-057 AG8897 HISTORY - 20001031 GOOD FL-057 AG8897 AG8897 STATION DESCRIPTION AG8897 AG8897'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW) AG8897'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEASTERLY OF THE HOPEWELL AREA AG8897'AND ABOUT 2 MILES NORTHEASTERLY OF THE ALAFIA AREA IN EAST AG8897'HILLSBOROUGH COUNTY. AG8897' AG8897'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 60 AND HWY AG8897'39, PROCEED SOUTH ON HWY 39 FOR ABOUT 1.55 MILES TO THE STATION ON AG8897'THE WEST SHOULDER OF HWY 39. AG8897' AG8897'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---HP-F---SET INTO THE AG8897'TOP OF A 12 INCH ROUND CONCRETE MONUMENT RECESSED 6 INCHES BELOW THE AG8897'GROUND, LOCATED 17.0 FEET WEST OF THE CENTERLINE OF HWY 39, 19.1 FEET AG8897'EAST OF A POWER POLE NUMBERED 52, 47.9 FEET NORTHEAST OF A 6 BY 6 AG8897'INCH SQURAE WOODEN FENCE POST, 7.2 FEET EAST OF A METAL WITNESS AG8897'POST, 583 FEET, MORE OR LESS, NORTH OF THE INTERSECTION OF THE AG8897'CENTERLINE OF TRACKS OF RAILROAD CROSSING. THERE IS NO UNDERGROUND AG8897'MARK, STATION IS A COUNTY TRAVERSE STATION. AG8897 AG8897 STATION RECOVERY (2000) AG8897 AG8897'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG8897'THE MARK IS ABOUT 6.95 MI SOUTH OF PLANT CITY, IN SECTION 32, TOWNSHIP AG8897'29 SOUTH, RANGE 22 AG8897'EAST. AG8897' AG8897'TO REACH THE MARK FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS AG8897'STREET) AND THE POST AG8897'OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO EAST AG8897'ON U.S. HIGHWAY 92 AG8897'EAST (REYNOLDS STREET), (WHICH IS A ONE-WAY STREET) FOR 0.15 MI TO THE AG8897'INTERSECTION OF AG8897'COUNTY ROAD 39 (SOUTH COLLINS STREET), TURN RIGHT ON COUNTY ROAD 39 AG8897'AND GO SOUTH FOR AG8897'5.45 MI TO THE INTERSECTION OF STATE ROAD 60, CONTINUE SOUTH ON COUNTY AG8897'ROAD 39 FOR 1.5 MI AG8897'TO THE MARK ON THE RIGHT, SET IN THE TOP OF A 10-INCH ROUND CONCRETE AG8897'MONUMENT, AG8897'RECESSED 0.6 FT BELOW THE LEVEL OF THE GROUND AND 0.5 FT BELOW THE AG8897'LEVEL OF COUNTY AG8897'ROAD 39. AG8897' AG8897'LOCATED ABOUT 583.0 FT NORTH OF THE CENTERLINE OF THE RAILROAD AG8897'CROSSING, 65.8 FT AG8897'SOUTH-SOUTHEAST OF A TRAFFIC WARNING SIGN (TRUCKS ENTERING ROAD), 19.0 AG8897'FT EAST A OF AG8897'WOOD POWER POLE NUMBER 35911-40221, 18.0 FT EAST OF A METAL WITNESS AG8897'POST WITH A AG8897'HILLSBOROUGH COUNTY SIGN ATTACHED AND 5.6 FT WEST OF A NAIL AND HILLS AG8897'COUNTY DISK IN THE AG8897'WEST EDGE OF THE PAVEMENT OF COUNTY ROAD 39. AG8897' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG8898 *********************************************************************** AG8898 DESIGNATION - HP I AG8898 PID - AG8898 AG8898 STATE/COUNTY- FL/HILLSBOROUGH AG8898 USGS QUAD - NICHOLS (1987) AG8898 AG8898 *CURRENT SURVEY CONTROL AG8898 ___________________________________________________________________ AG8898* NAD 83(1990)- 27 56 46.13444(N) 082 07 16.09230(W) ADJUSTED AG8898* NAVD 88 - 35.25 (+/-2cm) 115.6 (feet) VERTCON AG8898 ___________________________________________________________________ AG8898 LAPLACE CORR- -2.07 (seconds) DEFLEC99 AG8898 GEOID HEIGHT- -25.39 (meters) GEOID99 AG8898 AG8898 HORZ ORDER - SECOND AG8898 VERT ORDER - THIRD ? (See Below) AG8898 AG8898.The horizontal coordinates were established by classical geodetic methods AG8898.and adjusted by the National Geodetic Survey in May 1991. AG8898 AG8898.The NAVD 88 height was computed by applying the VERTCON shift value to AG8898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8898.The vertical order pertains to the superseded datum. AG8898 AG8898.The Laplace correction was computed from DEFLEC99 derived deflections. AG8898 AG8898.The geoid height was determined by GEOID99. AG8898 AG8898; North East Units Scale Converg. AG8898;SPC FL W - 400,247.467 188,079.541 MT 0.99994293 -0 03 24.4 AG8898;UTM 17 - 3,091,742.720 389,708.278 MT 0.99975014 -0 31 31.7 AG8898 AG8898 SUPERSEDED SURVEY CONTROL AG8898 AG8898 NAD 83(1986)- 27 56 46.14198(N) 082 07 16.11542(W) AD( ) 2 AG8898 NGVD 29 - 35.52 (m) 116.5 (f) LEVELING 3 AG8898 AG8898.Superseded values are not recommended for survey control. AG8898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8898.See file dsdata.txt to determine how the superseded data were derived. AG8898 AG8898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8970891743(NAD 83) AG8898_MARKER: DE = TRAVERSE STATION DISK AG8898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8898_STAMPING: HP-I 1984 AG8898_MARK LOGO: FL-057 AG8898_PROJECTION: RECESSED 8 CENTIMETERS AG8898_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG8898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8898+STABILITY: SURFACE MOTION AG8898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8898+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000 AG8898 AG8898 HISTORY - Date Condition Report By AG8898 HISTORY - 1984 MONUMENTED FL-057 AG8898 HISTORY - 20001031 GOOD FL-057 AG8898 AG8898 STATION DESCRIPTION AG8898 AG8898'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW) AG8898'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF THE TRAPNELL AREA AG8898'AND ABOUT 1 MILE NORTHWEST OF THE HOPEWELL AREA OF EAST HILLSBOROUGH AG8898'COUNTY, NORTH OF STATE ROAD 60. AG8898' AG8898'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 60 AND AG8898'HWY 39, PROCEED NORTH ON HWY 39 FOR ABOUT 0.6 MILES TO THE STATION IN AG8898'THE SOUTH END OF A GRASS MEDIAN, AT A TURN-AROUND IN HWY 39. AG8898' AG8898'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---HP-I---SET INTO THE AG8898'TOP OF A 12 INCH ROUND CONCRETE MONUMENT RECESSED 3 INCHES BELOW THE AG8898'GROUND, LOCATED 36.0 FEET EAST OF THE CENTERLINE OF THE SOUTH BOUND AG8898'LANES OF HWY 39, 1 FOOT WEST OF A WITNESS POST, 28.0 FEET WEST OF THE AG8898'CENTERLINE OF THE NORTH BOUND LANES OF HWY 39, 123.7 FEET NORTH OF THE AG8898'NORTH END OF A DRAINAGE STRUCTURE IN THE SOUTH MEDIAN OF A AG8898'TURN-AROUND IN HWY 39. AG8898 AG8898 STATION RECOVERY (2000) AG8898 AG8898'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG8898'THE MARK IS ABOUT 4.9 MI SOUTH OF PLANT CITY, IN SECTION 21, TOWNSHIP AG8898'29 SOUTH, RANGE 22 AG8898'EAST. AG8898' AG8898'TO REACH THE MARK FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS AG8898'STREET) AND THE POST AG8898'OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO EAST AG8898'ON U.S. HIGHWAY 92 AG8898'EAST (REYNOLDS STREET), (WHICH IS A ONE-WAY STREET) FOR 0.15 MI TO THE AG8898'INTERSECTION OF AG8898'COUNTY ROAD 39 (SOUTH COLLINS STREET), TURN RIGHT ON COUNTY ROAD 39 AG8898'AND GO SOUTH FOR AG8898'4.9 MI TO THE MARK ON THE LEFT, IN THE SOUTH END OF THE NORTH GRASS AG8898'MEDIAN AT A AG8898'TURN-A-ROUND IN COUNTY ROAD 39, SET IN THE TOP OF A 12-INCH ROUND AG8898'CONCRETE MONUMENT, AG8898'RECESSED 0.3 FT BELOW THE LEVEL OF THE GROUND AND 0.1 FT ABOVE THE AG8898'LEVEL OF COUNTY ROAD AG8898'39. AG8898' AG8898'LOCATED 14.4 FT EAST OF A NAIL AND HILLS COUNTY DISK IN THE EAST EDGE AG8898'OF THE PAVEMENT OF AG8898'THE SOUTHBOUND LANES OF STATE ROAD 39, 12.4 FT NORTH OF A NAIL AND AG8898'HILLS COUNTY DISK AT AG8898'THE SOUTH TIP OF THE NORTH GRASS MEDIAN OF A TURN-AROUND FOR STATE AG8898'ROAD 39, 6.7 FT WEST AG8898'OF A NAIL AND HILLS COUNTY DISK IN THE WEST EDGE OF THE PAVEMENT OF AG8898'THE NORTHBOUND AG8898'LANES OF STATE ROAD 39 AND 1.0 FT SOUTH OF A CARSONITE WITNESS POST. AG8898' AG8898' AG8898' AG8898' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG8899 *********************************************************************** AG8899 DESIGNATION - HP J AG8899 PID - AG8899 AG8899 STATE/COUNTY- FL/HILLSBOROUGH AG8899 USGS QUAD - NICHOLS (1987) AG8899 AG8899 *CURRENT SURVEY CONTROL AG8899 ___________________________________________________________________ AG8899* NAD 83(1990)- 27 57 09.14381(N) 082 07 16.24401(W) ADJUSTED AG8899* NAVD 88 - 36.26 (+/-2cm) 119.0 (feet) VERTCON AG8899 ___________________________________________________________________ AG8899 LAPLACE CORR- -2.13 (seconds) DEFLEC99 AG8899 GEOID HEIGHT- -25.41 (meters) GEOID99 AG8899 AG8899 HORZ ORDER - SECOND AG8899 VERT ORDER - THIRD ? (See Below) AG8899 AG8899.The horizontal coordinates were established by classical geodetic methods AG8899.and adjusted by the National Geodetic Survey in May 1991. AG8899 AG8899.The NAVD 88 height was computed by applying the VERTCON shift value to AG8899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8899.The vertical order pertains to the superseded datum. AG8899 AG8899.The Laplace correction was computed from DEFLEC99 derived deflections. AG8899 AG8899.The geoid height was determined by GEOID99. AG8899 AG8899; North East Units Scale Converg. AG8899;SPC FL W - 400,955.727 188,076.096 MT 0.99994293 -0 03 24.5 AG8899;UTM 17 - 3,092,450.848 389,710.628 MT 0.99975013 -0 31 32.1 AG8899 AG8899 SUPERSEDED SURVEY CONTROL AG8899 AG8899 NAD 83(1986)- 27 57 09.15129(N) 082 07 16.26712(W) AD( ) 2 AG8899 NGVD 29 - 36.53 (m) 119.8 (f) LEVELING 3 AG8899 AG8899.Superseded values are not recommended for survey control. AG8899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8899.See file dsdata.txt to determine how the superseded data were derived. AG8899 AG8899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8971192451(NAD 83) AG8899_MARKER: DE = TRAVERSE STATION DISK AG8899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8899_STAMPING: HP-J 1984 AG8899_MARK LOGO: FL-057 AG8899_PROJECTION: RECESSED 10 CENTIMETERS AG8899_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG8899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8899+STABILITY: SURFACE MOTION AG8899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8899+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000 AG8899 AG8899 HISTORY - Date Condition Report By AG8899 HISTORY - 1984 MONUMENTED FL-057 AG8899 HISTORY - 20001031 GOOD FL-057 AG8899 AG8899 STATION DESCRIPTION AG8899 AG8899'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW) AG8899'THE STATION IS LOCATED ABOUT 1 MILE WEST OF THE TRAPNELL AREA OF AG8899'EAST HILLSBOROUGH COUNTY, NORTH OF STATE ROAD 60. AG8899' AG8899'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 60 AND AG8899'HWY 39, PROCEED NORTH ON HWY 39 FOR ABOUT 1.05 MILES TO THE STATION AG8899'IN THE GRASS MEDIAN OF HWY 39 AT THE INTERSECTION WITH HOLLOWAY AG8899'ROAD(COLSON ROAD TO THE EAST). AG8899' AG8899'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---HP-J---SET INTO THE AG8899'TOP OF A 12 INCH ROUND CONCRETE MONUMENT RECESSED 3 INCHES BELOW THE AG8899'GROUND, LOCATED 59.6 FEET NORTH OF THE CENTERLINE OF COLSON ROAD, AG8899'2.0 FEET WEST OF A METAL WITNESS POST, 6.0 FEET NORTH OF THE CURB AG8899'RADIUS NOSE, 31.9 FEET WEST OF THE CENTERLINE OF THE NORTH BOUND AG8899'LANES OF HWY 39. THERE IS NO UNDERGROUND MARK, STATION IS A COUNTY AG8899'TRAVERSE STATION. AG8899 AG8899 STATION RECOVERY (2000) AG8899 AG8899'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG8899'THE MARK IS ABOUT 4.4 MI SOUTH OF PLANT CITY, IN SECTION 16, TOWNSHIP AG8899'29 SOUTH, RANGE 22 AG8899'EAST. AG8899' AG8899'TO REACH THE MARK FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS AG8899'STREET) AND THE POST AG8899'OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO EAST AG8899'ON U.S. HIGHWAY 92 AG8899'EAST (REYNOLDS STREET), (WHICH IS A ONE-WAY STREET) FOR 0.15 MI TO THE AG8899'INTERSECTION OF AG8899'COUNTY ROAD 39 (SOUTH COLLINS STREET), TURN RIGHT ON COUNTY ROAD 39 AG8899'AND GO SOUTH FOR AG8899'4.4 MI TO THE INTERSECTION OF HOLLOWAY ROAD ON THE RIGHT AND COLSON AG8899'ROAD ON THE LEFT AG8899'AND TO THE MARK ON THE LEFT, IN THE SOUTH END OF THE NORTH GRASS AG8899'MEDIAN OF COUNTY AG8899'ROAD 39, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT, RECESSED AG8899'0.4 FT BELOW THE AG8899'LEVEL OF THE GROUND AND 0.1 FT ABOVE THE LEVEL OF COUNTY ROAD 39. AG8899' AG8899'LOCATED 60.0 FT NORTH OF THE CENTERLINE OF COLSON ROAD, 8.5 FT EAST OF AG8899'A NAIL AND HILLS AG8899'COUNTY DISK IN THE EAST EDGE OF THE PAVEMENT OF THE SOUTHBOUND LANES AG8899'OF STATE ROAD 39, AG8899'8.4 FT NORTH OF A NAIL AND HILLS COUNTY DISK AT THE SOUTH TIP OF THE AG8899'NORTH GRASS MEDIAN AG8899'OF STATE ROAD 39, 8.3 FT WEST OF A NAIL AND HILLS COUNTY DISK IN THE AG8899'WEST EDGE OF THE AG8899'PAVEMENT OF THE NORTHBOUND LANES OF STATE ROAD 39 AND 1.0 FT SOUTH OF AG8899'A CARSONITE AG8899'WITNESS POST. AG8899' AG8899' AG8899' AG8899' AG8899' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG8900 *********************************************************************** AG8900 DESIGNATION - HP K AG8900 PID - AG8900 AG8900 STATE/COUNTY- FL/HILLSBOROUGH AG8900 USGS QUAD - NICHOLS (1987) AG8900 AG8900 *CURRENT SURVEY CONTROL AG8900 ___________________________________________________________________ AG8900* NAD 83(1990)- 27 56 15.60195(N) 082 07 15.52726(W) ADJUSTED AG8900* NAVD 88 - 33.49 (+/-2cm) 109.9 (feet) VERTCON AG8900 ___________________________________________________________________ AG8900 LAPLACE CORR- -1.99 (seconds) DEFLEC99 AG8900 GEOID HEIGHT- -25.37 (meters) GEOID99 AG8900 AG8900 HORZ ORDER - SECOND AG8900 VERT ORDER - THIRD ? (See Below) AG8900 AG8900.The horizontal coordinates were established by classical geodetic methods AG8900.and adjusted by the National Geodetic Survey in May 1991. AG8900 AG8900.The NAVD 88 height was computed by applying the VERTCON shift value to AG8900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8900.The vertical order pertains to the superseded datum. AG8900 AG8900.The Laplace correction was computed from DEFLEC99 derived deflections. AG8900 AG8900.The geoid height was determined by GEOID99. AG8900 AG8900; North East Units Scale Converg. AG8900;SPC FL W - 399,307.627 188,094.056 MT 0.99994293 -0 03 24.0 AG8900;UTM 17 - 3,090,802.974 389,715.105 MT 0.99975012 -0 31 30.9 AG8900 AG8900 SUPERSEDED SURVEY CONTROL AG8900 AG8900 NAD 83(1986)- 27 56 15.60955(N) 082 07 15.55041(W) AD( ) 2 AG8900 NGVD 29 - 33.76 (m) 110.8 (f) LEVELING 3 AG8900 AG8900.Superseded values are not recommended for survey control. AG8900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8900.See file dsdata.txt to determine how the superseded data were derived. AG8900 AG8900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8971590803(NAD 83) AG8900_MARKER: DE = TRAVERSE STATION DISK AG8900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8900_STAMPING: HP-K 1984 AG8900_MARK LOGO: FL-057 AG8900_PROJECTION: RECESSED 15 CENTIMETERS AG8900_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG8900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8900+STABILITY: SURFACE MOTION AG8900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8900+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000 AG8900 AG8900 HISTORY - Date Condition Report By AG8900 HISTORY - 1984 MONUMENTED FL-057 AG8900 HISTORY - 20001031 GOOD FL-057 AG8900 AG8900 STATION DESCRIPTION AG8900 AG8900'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW) AG8900'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF THE HOPEWELL AREA AG8900'OF EASTERN HILLSBOROUGH COUNTY. AG8900' AG8900'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 60 AND AG8900'INTERSTATE 75, PROCEED EAST ON STATE ROAD 60 FOR ABOUT 12.5 MILES TO AG8900'THE INTERSECTION WITH HWY 39, THE STATION IS IN THE GRASS MEDIAN ON AG8900'STATE ROAD 60, ON THE EAST SIDE OF HWY 39. AG8900' AG8900'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---HP-K---SET INTO THE AG8900'TOP OF A 12 INCH ROUND CONCRETE MONUMENT RECESSED 6 INCHES BELOW THE AG8900'GROUND, LOCATED 50 FEET EAST OF THE INTERSECTION OF STATE ROAD 60 AND AG8900'HWY 39, 33.8 FEET NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF AG8900'STATE ROAD 60, 31.3 FEET SOUTH OF THE CENTERLINE OF THE WEST BOUND AG8900'LANES OF STATE ROAD 60, 2.0 FEET WEST OF A METAL WITNESS POST, 22.3 AG8900'FEET EAST OF A MEDIAN CURB NOSE RADUIS, 6.6 FEET SOUTH OF A MEDIAN AG8900'CURB, 6.0 FEET NORTH OF A MEDIAN CURB. THERE IS NO UNDERGROUND MARK, AG8900'STATION IS A COUNTY TRAVERSE STATION. AG8900 AG8900 STATION RECOVERY (2000) AG8900 AG8900'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG8900'THE MARK IS ABOUT 5.45 MI SOUTH OF PLANT CITY, IN SECTION 21, TOWNSHIP AG8900'29 SOUTH, RANGE 22 AG8900'EAST. AG8900' AG8900'TO REACH THE MARK FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS AG8900'STREET) AND THE POST AG8900'OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO EAST AG8900'ON U.S. HIGHWAY 92 AG8900'EAST (REYNOLDS STREET), (WHICH IS A ONE-WAY STREET) FOR 0.15 MI TO THE AG8900'INTERSECTION OF AG8900'COUNTY ROAD 39 (SOUTH COLLINS STREET), TURN RIGHT ON COUNTY ROAD 39 AG8900'AND GO SOUTH FOR AG8900'5.45 MI TO THE INTERSECTION OF STATE ROAD 60 AND TO THE MARK ON THE AG8900'LEFT, IN THE WEST END AG8900'OF THE EAST GRASS MEDIAN OF STATE ROAD 60, SET IN THE TOP OF A 12-INCH AG8900'ROUND CONCRETE AG8900'MONUMENT, RECESSED 0.6 FT BELOW THE LEVEL OF THE GROUND AND 0.3 FT AG8900'BELOW THE LEVEL OF AG8900'COUNTY ROAD 39. AG8900' AG8900'LOCATED 50.0 FT EAST OF THE INTERSECTION OF STATE ROAD 60 AND COUNTY AG8900'ROAD 39, 22.3 FT EAST AG8900'OF THE MEDIAN CURB NOSE RADIUS, 7.3 FT SOUTH OF A NAIL AND HILLS AG8900'COUNTY DISK IN THE SOUTH AG8900'EDGE OF THE PAVEMENT OF THE WESTBOUND LANES OF STATE ROAD 60, 7.3 FT AG8900'NORTH OF A NAIL AG8900'AND HILLS COUNTY DISK IN THE NORTH EDGE OF THE PAVEMENT OF THE AG8900'EASTBOUND LANES OF AG8900'STATE ROAD 60, 6.6 FT SOUTH OF A MEDIAN CURB, 6.0 FT NORTH OF A MEDIAN AG8900'CURB AND 2.0 FT WEST AG8900'OF A CARSONITE WITNESS POST. AG8900' AG8900' AG8900' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG8901 *********************************************************************** AG8901 DESIGNATION - HP L AG8901 PID - AG8901 AG8901 STATE/COUNTY- FL/HILLSBOROUGH AG8901 USGS QUAD - NICHOLS (1987) AG8901 AG8901 *CURRENT SURVEY CONTROL AG8901 ___________________________________________________________________ AG8901* NAD 83(1990)- 27 55 55.07360(N) 082 07 22.27235(W) ADJUSTED AG8901* NAVD 88 - 32.71 (+/-2cm) 107.3 (feet) VERTCON AG8901 ___________________________________________________________________ AG8901 LAPLACE CORR- -1.94 (seconds) DEFLEC99 AG8901 GEOID HEIGHT- -25.35 (meters) GEOID99 AG8901 AG8901 HORZ ORDER - SECOND AG8901 VERT ORDER - THIRD ? (See Below) AG8901 AG8901.The horizontal coordinates were established by classical geodetic methods AG8901.and adjusted by the National Geodetic Survey in May 1991. AG8901 AG8901.The NAVD 88 height was computed by applying the VERTCON shift value to AG8901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8901.The vertical order pertains to the superseded datum. AG8901 AG8901.The Laplace correction was computed from DEFLEC99 derived deflections. AG8901 AG8901.The geoid height was determined by GEOID99. AG8901 AG8901; North East Units Scale Converg. AG8901;SPC FL W - 398,675.925 187,909.032 MT 0.99994298 -0 03 27.2 AG8901;UTM 17 - 3,090,172.928 389,524.958 MT 0.99975064 -0 31 33.7 AG8901 AG8901 SUPERSEDED SURVEY CONTROL AG8901 AG8901 NAD 83(1986)- 27 55 55.08125(N) 082 07 22.29549(W) AD( ) 2 AG8901 NGVD 29 - 32.98 (m) 108.2 (f) LEVELING 3 AG8901 AG8901.Superseded values are not recommended for survey control. AG8901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8901.See file dsdata.txt to determine how the superseded data were derived. AG8901 AG8901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8952590173(NAD 83) AG8901_MARKER: DE = TRAVERSE STATION DISK AG8901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8901_STAMPING: HP-L 1984 AG8901_MARK LOGO: FL-057 AG8901_PROJECTION: RECESSED 10 CENTIMETERS AG8901_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG8901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8901+STABILITY: SURFACE MOTION AG8901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8901+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000 AG8901 AG8901 HISTORY - Date Condition Report By AG8901 HISTORY - 1984 MONUMENTED FL-057 AG8901 HISTORY - 20001031 GOOD FL-057 AG8901 AG8901 STATION DESCRIPTION AG8901 AG8901'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW) AG8901'THE STATION IS LOCATED IN THE HOPEWELL AREA OF EASTERN HILLSBOROUGH AG8901'COUNTY, SOUTH OF STATE ROAD 60, BUT NORTH OF OLD HOPEWELL ROAD. AG8901' AG8901'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 60 AND AG8901'HWY 39, PROCEED SOUTH ON HWY 39 FOR ABOUT 0.45 MILES TO THE STATION AG8901'ON THE WEST SHOULDER OF HWY 39. AG8901' AG8901'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---HP-L---SET INTO THE AG8901'TOP OF A 12 INCH ROUND CONCRETE MONUMENT RECESSED 6 INCHES BELOW THE AG8901'GROUND, LOCATED 22.0 FEET WEST OF THE CENTERLINE OF HWY 39, 22.0 AG8901'FEET EAST OF A POWER POLE NUMBER 79 AND WITNESS POST, 179.5 FEET AG8901'SOUTH OF THE CENTERLINE OF A DRIVEWAY, 39 FEET SOUTHEAST OF A CITRUS AG8901'TREE, 140.8 FEET SOUTH SOUTHWEST OF A D.O.T. SIGN ON WEST SHOULDER OF AG8901'HWY 39. THERE IS NO UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE. AG8901 AG8901 STATION RECOVERY (2000) AG8901 AG8901'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG8901'THE MARK IS ABOUT 5.85 MI SOUTH OF PLANT CITY, IN SECTION 29, TOWNSHIP AG8901'29 SOUTH, RANGE 22 AG8901'EAST. AG8901' AG8901'TO REACH THE MARK FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS AG8901'STREET) AND THE POST AG8901'OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO EAST AG8901'ON U.S. HIGHWAY 92 AG8901'EAST (REYNOLDS STREET), (WHICH IS A ONE-WAY STREET) FOR 0.15 MI TO THE AG8901'INTERSECTION OF AG8901'COUNTY ROAD 39 (SOUTH COLLINS STREET), TURN RIGHT ON COUNTY ROAD 39 AG8901'AND GO SOUTH FOR AG8901'5.45 MI TO THE INTERSECTION OF STATE ROAD 60, CONTINUE SOUTH ON COUNTY AG8901'ROAD 39 FOR 0.4 MI AG8901'TO THE MARK ON THE RIGHT, SET IN THE TOP OF A 10-INCH ROUND CONCRETE AG8901'MONUMENT, AG8901'RECESSED 0.4 FT BELOW THE LEVEL OF THE GROUND AND 0.5 FT BELOW THE AG8901'LEVEL OF COUNTY AG8901'ROAD 39. AG8901' AG8901'LOCATED 180.0 FT SOUTH OF THE CENTERLINE OF A DRIVEWAY TO RESIDENCE AG8901'NUMBER 5701, 22.0 FT AG8901'WEST OF THE CENTERLINE OF COUNTY ROAD 39, 22.0 FT EAST OF A WOOD POWER AG8901'POLE NUMBER AG8901'36025-40782 AND 36023-40781, 20.6 FT EAST OF A METAL WITNESS POST WITH AG8901'A HILLSBOROUGH AG8901'COUNTY SIGN ATTACHED AND 9.7 FT WEST OF A NAIL AND HILLS COUNTY DISK AG8901'IN THE WEST EDGE OF AG8901'THE PAVEMENT OF COUNTY ROAD 39. AG8901' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG8607 *********************************************************************** AG8607 DESIGNATION - I75 84 A63 AG8607 PID - AG8607 AG8607 STATE/COUNTY- FL/HILLSBOROUGH AG8607 USGS QUAD - RUSKIN (1987) AG8607 AG8607 *CURRENT SURVEY CONTROL AG8607 ___________________________________________________________________ AG8607* NAD 83(1990)- 27 42 44.20666(N) 082 23 05.76472(W) ADJUSTED AG8607* NAVD 88 - 19.821 (meters) 65.03 (feet) ADJUSTED AG8607 ___________________________________________________________________ AG8607 LAPLACE CORR- -1.25 (seconds) DEFLEC99 AG8607 GEOID HEIGHT- -24.76 (meters) GEOID99 AG8607 DYNAMIC HT - 19.791 (meters) 64.93 (feet) COMP AG8607 MODELED GRAV- 979,156.3 (mgal) NAVD 88 AG8607 AG8607 HORZ ORDER - SECOND AG8607 VERT ORDER - SECOND CLASS II AG8607 AG8607.The horizontal coordinates were established by classical geodetic methods AG8607.and adjusted by the National Geodetic Survey in May 1991. AG8607 AG8607.The orthometric height was determined by differential leveling AG8607.and adjusted by the National Geodetic Survey in June 1991. AG8607 AG8607.The Laplace correction was computed from DEFLEC99 derived deflections. AG8607 AG8607.The geoid height was determined by GEOID99. AG8607 AG8607.The dynamic height is computed by dividing the NAVD 88 AG8607.geopotential number by the normal gravity value computed on the AG8607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8607.degrees latitude (g = 980.6199 gals.). AG8607 AG8607.The modeled gravity was interpolated from observed gravity values. AG8607 AG8607; North East Units Scale Converg. AG8607;SPC FL W - 374,385.814 162,039.089 MT 0.99995896 -0 10 44.4 AG8607;UTM 17 - 3,066,098.257 363,462.165 MT 0.99983011 -0 38 38.9 AG8607 AG8607|---------------------------------------------------------------------| AG8607| PID Reference Object Distance Geod. Az | AG8607| dddmmss.s | AG8607| AG8608 I75 84 A63 RM 1 11.738 METERS 08039 | AG8607| AG8609 I75 84 A63 RM 2 10.334 METERS 30747 | AG8607|---------------------------------------------------------------------| AG8607 AG8607 SUPERSEDED SURVEY CONTROL AG8607 AG8607 NAD 83(1986)- 27 42 44.20975(N) 082 23 05.77862(W) AD( ) 2 AG8607 NGVD 29 - 20.33 (m) 66.7 (f) LEVELING 3 AG8607 AG8607.Superseded values are not recommended for survey control. AG8607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8607.See file dsdata.txt to determine how the superseded data were derived. AG8607 AG8607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6346266098(NAD 83) AG8607_MARKER: DD = SURVEY DISK AG8607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8607_STAMPING: I 75 84 A 63 AG8607_MARK LOGO: FLDT AG8607_PROJECTION: RECESSED 15 CENTIMETERS AG8607_MAGNETIC: N = NO MAGNETIC MATERIAL AG8607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8607+STABILITY: SURFACE MOTION AG8607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8607+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2000 AG8607 AG8607 HISTORY - Date Condition Report By AG8607 HISTORY - 1984 MONUMENTED FLDT AG8607 HISTORY - 1984 GOOD FLDT AG8607 HISTORY - 1985 GOOD FL-057 AG8607 HISTORY - 20000928 GOOD FL-057 AG8607 HISTORY - 20030311 GOOD USPSQD AG8607 AG8607 STATION DESCRIPTION AG8607 AG8607'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 (CBM) AG8607'STATION IS LOCATED ABOUT 3-1/4 MILES SOUTHEAST OF RUSKIN, 9 MILES AG8607'NORTH NORTHEAST OF PARRISH AND 1-3/4 MILES WEST OF SUN CITY CENTER. AG8607' AG8607'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 674 AND U.S. AG8607'ROUTE 41, ABOUT 0.8 MILE SOUTH OF RUSKIN, GO EAST ON STATE ROAD 674 AG8607'FOR ABOUT 3.1 MILES TO THE INTERSECTION OF INTERSTATE ROUTE 75 AND THE AG8607'STATION. AG8607' AG8607'STATION MARK IS A FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS DISK, AG8607'STAMPED---I 75 84 A 63---, SET IN THE TOP OF A ROUND CONCRETE MONUMENT AG8607'THAT IS 5 INCHES BELOW THE GROUND. IT IS 39.0 FEET WEST OF THE SOUTH AG8607'END OF THE WEST CONCRETE GUARDRAIL OF INTERSTATE ROUTE 75 NORTHBOUND AG8607'BRIDGE, 33.5 FEET SOUTHEAST OF THE SOUTH END OF THE EAST CONCRETE AG8607'GUARDRAIL OF THE SOUTHBOUND BRIDGE AND 8.7 FEET SOUTH OF THE SOUTH AG8607'CONCRETE GUARDWALL BETWEEN THE NORTH AND SOUTHBOUND BRIDGES. AG8607' AG8607'REFERENCE MARK NUMBER 1 IS A FLORIDA, DEPARTMENT OF TRANSPORTATION AG8607'BRASS DISK, STAMPED---I 75 84 A 63 RM NO 1---, SET IN A DRILL HOLE IN AG8607'THE TOP OF THE SOUTHWEST CONCRETE DRAIN GUTTER FOR THE NORTHBOUND AG8607'BRIDGE. IT IS 9.7 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE AG8607'NORTHBOUND LANES, 1.8 FEET NORTHEAST OF THE NORTH WOOD SUPPORT POST OF AG8607'THE METAL GUARDRAIL AND 0.8 FOOT SOUTH OF THE SOUTH END OF THE WEST AG8607'CONCRETE GUARDRAIL OF THE NORTHBOUND BRIDGE. AG8607' AG8607'REFERENCE MARK NUMBER 2 IS A FLORIDA, DEPARTMENT OF TRANSPORTATION AG8607'BRASS DISK, STAMPED---I 75 84 A 63 RM NO 2---, SET IN A DRILL HOLE IN AG8607'THE TOP OF THE EAST CONCRETE GUARDRAIL OF THE SOUTHBOUND BRIDGE. IT AG8607'IS 12.4 FEET NORTHEAST OF THE SOUTH END OF EAST CONCRETE GUARDRAIL AND AG8607'11.7 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE SOUTHBOUND LANES. AG8607 AG8607 STATION RECOVERY (1984) AG8607 AG8607'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8607'3.0 MI ESE FROM RUSKIN. AG8607'MARK IS LOCATED AT THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE AG8607'ROAD 674, ABOUT 3.0 MILES EAST SOUTHEAST OF RUSKIN. IT IS IN THE AG8607'MEDIAN OF INTERSTATE ROUTE 75 ON THE SOUTH SIDE OF GUARDWALL BETWEEN AG8607'THE BRIDGES, 39.0 FEET WEST OF THE SOUTH END OF THE WEST CONCRETE AG8607'GUARDRAIL OF INTERSTATE ROUTE 75 NORTH BOUND BRIDGE, 33.5 FEET AG8607'SOUTHEAST OF THE SOUTH END OF THE EAST CONCRETE GUARDRAIL OF THE AG8607'SOUTHBOUND BRIDGE AND 8.7 FEET SOUTH OF THE SOUTH CONCRETE GUARDWALL AG8607'BETWEEN THE NORTH AND SOUTHBOUND BRIDGES. AG8607 AG8607 STATION RECOVERY (1985) AG8607 AG8607'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW) AG8607'THIS STATION RECOVERED IN GOOD CONDITION. AG8607' AG8607'STATION IS LOCATED ABOUT 17.8 MILES SOUTH SOUTHEAST OF THE AG8607'INTERSECTION OF INTERSTATES 4 AND 75 AND 3.8 MILES EAST SOUTHEAST OF AG8607'RUSKIN. AG8607' AG8607'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 674 AND U.S. AG8607'41, GO EAST ON STATE ROAD 674 FOR ABOUT 2.85 MILES TO AN I-75 AG8607'OVERPASS, STATION IS IN SOUTH CONCRETE ABUTMENT ON I-75. AG8607' AG8607'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---I75-84-A63---SET AG8607'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 6 INCHES AG8607'BELOW THE GROUND, LOCATED 69.2 FEET WEST OF THE CENTERLINE OF NORTH AG8607'BOUND LANES OF I75, 32.8 FEET EAST SOUTHEAST OF THE SOUTHWEST CORNER AG8607'OF CONCRETE RETAINING WALL, 39.2 FEET WEST SOUTHWEST OF A SOUTHEAST AG8607'CORNER OF CONCRETE RETAINING WALL, 9.0 FEET SOUTH OF EXPANISON AG8607'JOINT IN CENTER OF SOUTH RETAINING WALL. THERE IS NO UNDERGROUND AG8607'MARK, STATION IS A COUNTY TRAVERSE. AG8607 AG8607 STATION RECOVERY (2000) AG8607 AG8607'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG8607'THE MARK IS ABOUT 16.8 MI SOUTH OF TAMPA, 1.8 MI WEST OF SUN CITY AG8607'CENTER, IN SECTION 11, AG8607'TOWNSHIP 32 SOUTH, RANGE 19 EAST. AG8607' AG8607'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE AG8607'ROAD 674 (COLLEGE AG8607'AVENUE) IN RUSKIN, GO EAST ON STATE ROAD 674 (COLLEGE AVENUE) FOR 2.85 AG8607'MI TO THE AG8607'INTERSTATE 75 OVERPASS AND THE MARK ON THE RIGHT, SET IN THE TOP OF A AG8607'12-INCH ROUND AG8607'CONCRETE MONUMENT RECESSED 0.6 FT BELOW THE LEVEL OF THE GROUND. AG8607' AG8607'LOCATED 39.2 FT WEST SOUTHWEST OF THE SOUTHEAST CORNER OF THE WEST AG8607'CONCRETE AG8607'RETAINING WALL OF THE NORTHBOUND LANES OF INTERSTATE 75, 34.4 FT EAST AG8607'OF A NAIL AND HILLS AG8607'COUNTY DISK IN THE EAST EDGE OF THE PAVEMENT OF THE SOUTHBOUND LANES AG8607'OF INTERSTATE 75, AG8607'33.2 FT EAST SOUTHEAST OF THE SOUTHWEST CORNER OF THE EAST CONCRETE AG8607'RETAINING WALL OF AG8607'THE SOUTHBOUND LANES OF INTERSTATE 75 AND 8.5 FT SOUTH OF AN EXPANSION AG8607'JOINT IN THE AG8607'CENTER OF THE SOUTH RETAINING WALL BETWEEN THE SOUTHBOUND AND AG8607'NORTHBOUND LANES OF AG8607'INTERSTATE 75. AG8607' AG8607'THIS MARK WAS NOT LEVELED TO AT THIS TIME. AG8607' AG8607' AG8607' AG8607 AG8607 STATION RECOVERY (2003) AG8607 AG8607'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AG8607'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG8608 *********************************************************************** AG8608 DESIGNATION - I75 84 A63 RM 1 AG8608 PID - AG8608 AG8608 STATE/COUNTY- FL/HILLSBOROUGH AG8608 USGS QUAD - RUSKIN (1987) AG8608 AG8608 *CURRENT SURVEY CONTROL AG8608 ___________________________________________________________________ AG8608* NAD 83(1990)- 27 42 44.26860(N) 082 23 05.34195(W) ADJUSTED AG8608* NAVD 88 - 19.888 (meters) 65.25 (feet) ADJUSTED AG8608 ___________________________________________________________________ AG8608 LAPLACE CORR- -1.25 (seconds) DEFLEC99 AG8608 GEOID HEIGHT- -24.76 (meters) GEOID99 AG8608 DYNAMIC HT - 19.858 (meters) 65.15 (feet) COMP AG8608 MODELED GRAV- 979,156.3 (mgal) NAVD 88 AG8608 AG8608 HORZ ORDER - SECOND AG8608 VERT ORDER - SECOND CLASS II AG8608 AG8608.The horizontal coordinates were established by classical geodetic methods AG8608.and adjusted by the National Geodetic Survey in May 1991. AG8608 AG8608.The orthometric height was determined by differential leveling AG8608.and adjusted by the National Geodetic Survey in June 1991. AG8608 AG8608.The Laplace correction was computed from DEFLEC99 derived deflections. AG8608 AG8608.The geoid height was determined by GEOID99. AG8608 AG8608.The dynamic height is computed by dividing the NAVD 88 AG8608.geopotential number by the normal gravity value computed on the AG8608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8608.degrees latitude (g = 980.6199 gals.). AG8608 AG8608.The modeled gravity was interpolated from observed gravity values. AG8608 AG8608; North East Units Scale Converg. AG8608;SPC FL W - 374,387.685 162,050.676 MT 0.99995895 -0 10 44.2 AG8608;UTM 17 - 3,066,100.033 363,473.765 MT 0.99983007 -0 38 38.7 AG8608 AG8608 SUPERSEDED SURVEY CONTROL AG8608 AG8608 NAD 83(1986)- 27 42 44.27170(N) 082 23 05.35584(W) AD( ) 2 AG8608 NGVD 29 - 20.39 (m) 66.9 (f) LEVELING 3 AG8608 AG8608.Superseded values are not recommended for survey control. AG8608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8608.See file dsdata.txt to determine how the superseded data were derived. AG8608 AG8608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6347466100(NAD 83) AG8608_MARKER: DD = SURVEY DISK AG8608_SETTING: 31 = GUTTER AG8608_STAMPING: I 75 84 A 63 RM NO 1 AG8608_MARK LOGO: FLDT AG8608_MAGNETIC: N = NO MAGNETIC MATERIAL AG8608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG8608_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG8608+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2000 AG8608 AG8608 HISTORY - Date Condition Report By AG8608 HISTORY - 1984 MONUMENTED FLDT AG8608 HISTORY - 20000928 GOOD FL-057 AG8608 HISTORY - 20030311 GOOD USPSQD AG8608 AG8608 STATION DESCRIPTION AG8608 AG8608'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8608'3.0 MI ESE FROM RUSKIN. AG8608'MARK IS LOCATED AT THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE AG8608'ROAD 674, ABOUT 3.0 MILES EAST SOUTHEAST OF RUSKIN. IT IS SET IN THE AG8608'TOP OF THE SOUTHWEST CONCRETE DRAIN GUTTER FOR THE NORTHBOUND BRIDGE, AG8608'9.7 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE NORTHBOUND LANES, 1.8 AG8608'FEET NORTHEAST OF THE NORTH WOOD SUPPORT POST OF THE METAL GUARDRAIL AG8608'AND 0.8 FOOT SOUTH OF THE SOUTH END OF THE WEST CONCRETE GUARDRAIL OF AG8608'THE NORTHBOUND BRIDGE. AG8608 AG8608 STATION RECOVERY (2000) AG8608 AG8608'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG8608'THE MARK IS ABOUT 16.8 MI SOUTH OF TAMPA, 1.8 MI WEST OF SUN CITY AG8608'CENTER, IN SECTION 11, AG8608'TOWNSHIP 32 SOUTH, RANGE 19 EAST. AG8608' AG8608'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE AG8608'ROAD 674 (COLLEGE AG8608'AVENUE) IN RUSKIN, GO EAST ON STATE ROAD 674 (COLLEGE AVENUE) FOR 2.85 AG8608'MI TO THE AG8608'INTERSTATE 75 OVERPASS AND THE MAKE ON THE RIGHT, SET IN THE TOP OF AG8608'THE SOUTHWEST AG8608'CONCRETE DRAIN GUTTER FOR THE NORTHBOUND LANES OF INTERSTATE 75. AG8608' AG8608'LOCATED 9.7 FT NORTHWEST OF A NAIL AND HILLS COUNTY DISK IN THE WEST AG8608'EDGE OF THE AG8608'PAVEMENT OF THE NORTHBOUND LANES OF INTERSTATE 75, 1.8 FT NORTHEAST OF AG8608'THE NORTH AG8608'WOOD SUPPORT POST FOR THE METAL GUARDRAIL AND 0.8 FT SOUTH OF THE AG8608'SOUTH END OF THE AG8608'WEST CONCRETE RETAINING WALL FOR THE NORTHBOUND LANES. AG8608' AG8608'THIS MARK WAS NOT LEVELED TO AT THIS TIME. AG8608' AG8608' AG8608' AG8608 AG8608 STATION RECOVERY (2003) AG8608 AG8608'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AG8608'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG8609 *********************************************************************** AG8609 DESIGNATION - I75 84 A63 RM 2 AG8609 PID - AG8609 AG8609 STATE/COUNTY- FL/HILLSBOROUGH AG8609 USGS QUAD - RUSKIN (1987) AG8609 AG8609 *CURRENT SURVEY CONTROL AG8609 ___________________________________________________________________ AG8609* NAD 83(1990)- 27 42 44.41234(N) 082 23 06.06285(W) ADJUSTED AG8609* NAVD 88 - 20.857 (meters) 68.43 (feet) ADJUSTED AG8609 ___________________________________________________________________ AG8609 LAPLACE CORR- -1.25 (seconds) DEFLEC99 AG8609 GEOID HEIGHT- -24.76 (meters) GEOID99 AG8609 DYNAMIC HT - 20.826 (meters) 68.33 (feet) COMP AG8609 MODELED GRAV- 979,156.3 (mgal) NAVD 88 AG8609 AG8609 HORZ ORDER - SECOND AG8609 VERT ORDER - SECOND CLASS II AG8609 AG8609.The horizontal coordinates were established by classical geodetic methods AG8609.and adjusted by the National Geodetic Survey in May 1991. AG8609 AG8609.The orthometric height was determined by differential leveling AG8609.and adjusted by the National Geodetic Survey in June 1991. AG8609 AG8609.The Laplace correction was computed from DEFLEC99 derived deflections. AG8609 AG8609.The geoid height was determined by GEOID99. AG8609 AG8609.The dynamic height is computed by dividing the NAVD 88 AG8609.geopotential number by the normal gravity value computed on the AG8609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8609.degrees latitude (g = 980.6199 gals.). AG8609 AG8609.The modeled gravity was interpolated from observed gravity values. AG8609 AG8609; North East Units Scale Converg. AG8609;SPC FL W - 374,392.171 162,030.941 MT 0.99995896 -0 10 44.6 AG8609;UTM 17 - 3,066,104.679 363,454.071 MT 0.99983014 -0 38 39.0 AG8609 AG8609 SUPERSEDED SURVEY CONTROL AG8609 AG8609 NAD 83(1986)- 27 42 44.41543(N) 082 23 06.07676(W) AD( ) 2 AG8609 NGVD 29 - 21.36 (m) 70.1 (f) LEVELING 3 AG8609 AG8609.Superseded values are not recommended for survey control. AG8609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8609.See file dsdata.txt to determine how the superseded data were derived. AG8609 AG8609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6345466105(NAD 83) AG8609_MARKER: DD = SURVEY DISK AG8609_SETTING: 31 = OVERPASS GUARDRAIL AG8609_STAMPING: I 75 84 A 63 RM NO 2 AG8609_MARK LOGO: FLDT AG8609_MAGNETIC: N = NO MAGNETIC MATERIAL AG8609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG8609_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG8609+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2000 AG8609 AG8609 HISTORY - Date Condition Report By AG8609 HISTORY - 1984 MONUMENTED FLDT AG8609 HISTORY - 20000928 GOOD FL-057 AG8609 AG8609 STATION DESCRIPTION AG8609 AG8609'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8609'3.0 MI ESE FROM RUSKIN. AG8609'MARK IS LOCATED AT THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE AG8609'ROAD 674, ABOUT 3.0 MILES EAST SOUTHEAST OF RUSKIN. IT IS SET IN THE AG8609'TOP OF THE EAST CONCRETE GUARDRAIL OF THE SOUTH BOUND BRIDGE, 12.4 AG8609'FEET NORTHEAST OF THE SOUTH END OF EAST CONCRETE GUARDRAIL AND 11.7 AG8609'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE SOUTHBOUND LANES. AG8609 AG8609 STATION RECOVERY (2000) AG8609 AG8609'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG8609'THE MARK IS ABOUT 16.8 MI SOUTH OF TAMPA, 1.8 MI WEST OF SUN CITY AG8609'CENTER, IN SECTION 11, AG8609'TOWNSHIP 32 SOUTH, RANGE 19 EAST. AG8609' AG8609'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE AG8609'ROAD 674 (COLLEGE AG8609'AVENUE) IN RUSKIN, GO EAST ON STATE ROAD 674 (COLLEGE AVENUE) FOR 2.85 AG8609'MI TO THE AG8609'INTERSTATE 75 OVERPASS AND THE MARK ON THE RIGHT, SET IN THE TOP OF AG8609'THE EAST CONCRETE AG8609'GUARDRAIL OF THE SOUTHBOUND LANES OF INTERSTATE 75. AG8609' AG8609'LOCATED 14.3 FT NORTHEAST OF A NAIL AND HILLS COUNTY DISK IN THE EAST AG8609'EDGE OF THE AG8609'PAVEMENT OF THE SOUTHBOUND LANES OF INTERSTATE 75, 12.4 FT NORTHEAST AG8609'OF THE SOUTH END AG8609'OF THE EAST CONCRETE RETAINING WALL FOR THE SOUTHBOUND LANES AND 11.7 AG8609'FT SOUTHEAST OF AG8609'THE SOUTHEAST EDGE OF THE SOUTHBOUND LANES. AG8609' AG8609'THIS MARK WAS NOT LEVELED TO AT THIS TIME. AG8609' AG8609' AG8609' AG8609' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AL7788 *********************************************************************** AL7788 DESIGNATION - I75 86 A26 RM 1 AL7788 PID - AL7788 AL7788 STATE/COUNTY- FL/HILLSBOROUGH AL7788 USGS QUAD - THONOTOSASSA (1987) AL7788 AL7788 *CURRENT SURVEY CONTROL AL7788 ___________________________________________________________________ AL7788* NAD 83(1986)- 28 02 12. (N) 082 20 55. (W) SCALED AL7788* NAVD 88 - 20.654 (meters) 67.76 (feet) POSTED AL7788 ___________________________________________________________________ AL7788 GEOID HEIGHT- -25.23 (meters) GEOID99 AL7788 DYNAMIC HT - 20.620 (meters) 67.65 (feet) COMP AL7788 MODELED GRAV- 979,189.6 (mgal) NAVD 88 AL7788 AL7788 VERT ORDER - * POSTED, Code A , SEE BELOW AL7788 AL7788.The horizontal coordinates were scaled from a topographic map and have AL7788.an estimated accuracy of +/- 6 seconds. AL7788 AL7788.The orthometric height was determined by differential leveling AL7788.and adjusted by the National Geodetic Survey in 1992. AL7788.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7788.rate of 0.0 thru 1.0 mm/km. AL7788 AL7788.The geoid height was determined by GEOID99. AL7788 AL7788.The dynamic height is computed by dividing the NAVD 88 AL7788.geopotential number by the normal gravity value computed on the AL7788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7788.degrees latitude (g = 980.6199 gals.). AL7788 AL7788.The modeled gravity was interpolated from observed gravity values. AL7788 AL7788; North East Units Estimated Accuracy AL7788;SPC FL W - 410,320. 165,720. MT (+/- 180 meters Scaled) AL7788 AL7788 SUPERSEDED SURVEY CONTROL AL7788 AL7788.No superseded survey control is available for this station. AL7788 AL7788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM674019(NAD 83) AL7788_MARKER: DD = SURVEY DISK AL7788_SETTING: 31 = CONCRETE GUARDRAIL AL7788_STAMPING: I 75 86 A 26 RM NO 1 AL7788_MARK LOGO: FLDT AL7788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7788+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AL7788 AL7788 HISTORY - Date Condition Report By AL7788 HISTORY - 1986 MONUMENTED FLDT AL7788 HISTORY - 20030310 GOOD USPSQD AL7788 AL7788 STATION DESCRIPTION AL7788 AL7788'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1986 AL7788'11.8 MI NNE FROM TAMPA. AL7788'FROM THE INTERSTATE ROUTE 75 AND INTERSTATE ROUTE 4 INTERCHANGE, AL7788'ABOUT 9.0 MILES NORTHEAST OF TAMPA -- GO NORTH ALONG INTERSTATE ROUTE AL7788'75 FOR 2.8 MILES TO THE BRIDGES OVER U.S. 301 AND THE MARK. IT IS AL7788'SET IN THE TOP SOUTHEAST END OF THE SOUTHWEST CONCRETE GUARDRAIL OF AL7788'THE NORTHBOUND BRIDGE, 30.0 FEET SOUTH OF AN EXPANSION JOINT, 11.6 AL7788'FEET SOUTHWEST OF THE SOUTHWEST YELLOW PAINTED ROAD STRIPE AND 3.8 AL7788'FEET NORTH OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE BRIDGE AL7788'ABUTMENT. AL7788'THE MARK IS 3.0 FT ABOVE ROAD. AL7788 AL7788 STATION RECOVERY (2003) AL7788 AL7788'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AL7788'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AL7811 *********************************************************************** AL7811 DESIGNATION - I75 86 A30 RM 1 AL7811 PID - AL7811 AL7811 STATE/COUNTY- FL/HILLSBOROUGH AL7811 USGS QUAD - THONOTOSASSA (1987) AL7811 AL7811 *CURRENT SURVEY CONTROL AL7811 ___________________________________________________________________ AL7811* NAD 83(1986)- 28 04 12. (N) 082 21 09. (W) SCALED AL7811* NAVD 88 - 20.216 (meters) 66.33 (feet) POSTED AL7811 ___________________________________________________________________ AL7811 GEOID HEIGHT- -25.30 (meters) GEOID99 AL7811 DYNAMIC HT - 20.190 (meters) 66.24 (feet) COMP AL7811 MODELED GRAV- 979,191.1 (mgal) NAVD 88 AL7811 AL7811 VERT ORDER - * POSTED, Code C , SEE BELOW AL7811 AL7811.The horizontal coordinates were scaled from a topographic map and have AL7811.an estimated accuracy of +/- 6 seconds. AL7811 AL7811.The orthometric height was determined by differential leveling AL7811.and adjusted by the National Geodetic Survey in 1992. AL7811.* This is a POSTED BENCH MARK height. Code C indicates a distribution AL7811.rate of 2.1 thru 3.0 mm/km. AL7811 AL7811.The geoid height was determined by GEOID99. AL7811 AL7811.The dynamic height is computed by dividing the NAVD 88 AL7811.geopotential number by the normal gravity value computed on the AL7811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7811.degrees latitude (g = 980.6199 gals.). AL7811 AL7811.The modeled gravity was interpolated from observed gravity values. AL7811 AL7811; North East Units Estimated Accuracy AL7811;SPC FL W - 414,020. 165,350. MT (+/- 180 meters Scaled) AL7811 AL7811 SUPERSEDED SURVEY CONTROL AL7811 AL7811.No superseded survey control is available for this station. AL7811 AL7811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM670056(NAD 83) AL7811_MARKER: DD = SURVEY DISK AL7811_SETTING: 31 = CONCRETE GUARDRAIL AL7811_STAMPING: I 75 86 A 30 RM NO 1 AL7811_MARK LOGO: FLDT AL7811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7811+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AL7811 AL7811 HISTORY - Date Condition Report By AL7811 HISTORY - 1986 MONUMENTED FLDT AL7811 HISTORY - 20030310 GOOD USPSQD AL7811 AL7811 STATION DESCRIPTION AL7811 AL7811'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1986 AL7811'14.15 MI NNE FROM TAMPA. AL7811'FROM THE INTERSTATE ROUTE 75 AND INTERSTATE ROUTE 4 INTERCHANGE, AL7811'ABOUT 9.0 MILES NORTHEAST OF TAMPA -- GO NORTH ALONG INTERSTATE ROUTE AL7811'75 FOR 5.15 MILES TO THE BRIDGES OVER FLETCHER AVENUE AND THE MARK. AL7811'IT IS SET IN THE TOP SOUTH END OF THE EAST CONCRETE GUARDRAIL OF THE AL7811'NORTHBOUND BRIDGE, 8.0 FEET SOUTH OF AN EXPANSION JOINT, 6.0 FEET AL7811'EAST OF THE EASTERNMOST WHITE PAINTED ROAD STRIPE OF THE NORTHBOUND AL7811'EXIT LANE AND 3.0 FEET NORTH OF THE SOUTH END OF THE EAST CONCRETE AL7811'GUARDRAIL OF THE NORTHBOUND BRIDGE. AL7811'THE MARK IS 3.0 FT ABOVE ROAD. AL7811 AL7811 STATION RECOVERY (2003) AL7811 AL7811'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AL7811'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AL7820 *********************************************************************** AL7820 DESIGNATION - I75 86 A32 RM 2 AL7820 PID - AL7820 AL7820 STATE/COUNTY- FL/HILLSBOROUGH AL7820 USGS QUAD - THONOTOSASSA (1987) AL7820 AL7820 *CURRENT SURVEY CONTROL AL7820 ___________________________________________________________________ AL7820* NAD 83(1986)- 28 05 16. (N) 082 21 13. (W) SCALED AL7820* NAVD 88 - 13.318 (meters) 43.69 (feet) POSTED AL7820 ___________________________________________________________________ AL7820 GEOID HEIGHT- -25.35 (meters) GEOID99 AL7820 DYNAMIC HT - 13.300 (meters) 43.64 (feet) COMP AL7820 MODELED GRAV- 979,191.6 (mgal) NAVD 88 AL7820 AL7820 VERT ORDER - * POSTED, Code B , SEE BELOW AL7820 AL7820.The horizontal coordinates were scaled from a topographic map and have AL7820.an estimated accuracy of +/- 6 seconds. AL7820 AL7820.The orthometric height was determined by differential leveling AL7820.and adjusted by the National Geodetic Survey in 1992. AL7820.* This is a POSTED BENCH MARK height. Code B indicates a distribution AL7820.rate of 1.1 thru 2.0 mm/km. AL7820 AL7820.The geoid height was determined by GEOID99. AL7820 AL7820.The dynamic height is computed by dividing the NAVD 88 AL7820.geopotential number by the normal gravity value computed on the AL7820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7820.degrees latitude (g = 980.6199 gals.). AL7820 AL7820.The modeled gravity was interpolated from observed gravity values. AL7820 AL7820; North East Units Estimated Accuracy AL7820;SPC FL W - 415,990. 165,250. MT (+/- 180 meters Scaled) AL7820 AL7820 SUPERSEDED SURVEY CONTROL AL7820 AL7820.No superseded survey control is available for this station. AL7820 AL7820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM670076(NAD 83) AL7820_MARKER: DD = SURVEY DISK AL7820_SETTING: 31 = CONCRETE GUARDRAIL AL7820_STAMPING: I 75 86 A 32 RM NO 2 AL7820_MARK LOGO: FLDT AL7820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7820+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AL7820 AL7820 HISTORY - Date Condition Report By AL7820 HISTORY - 1986 MONUMENTED FLDT AL7820 HISTORY - 20030310 GOOD USPSQD AL7820 AL7820 STATION DESCRIPTION AL7820 AL7820'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1986 AL7820'15.35 MI NNE FROM TAMPA. AL7820'FROM THE INTERSTATE ROUTE 75 AND INTERSTATE ROUTE 4 INTERCHANGE, AL7820'ABOUT 9.0 MILES NORTHEAST OF TAMPA -- GO NORTH ALONG INTERSTATE ROUTE AL7820'75 FOR 6.35 MILES TO THE BRIDGES OVER THE HILLSBOROUGH RIVER AND THE AL7820'MARK. IT IS SET IN THE TOP OF THE EAST CONCRETE GUARDRAIL OF THE AL7820'NORTHBOUND BRIDGE, 48.8 FEET SOUTHWEST OF A METAL SPEED LIMIT SIGN AL7820'POST, 11.6 FEET EAST OF THE EAST WHITE PAINTED ROAD STRIPE AND 7.0 AL7820'FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE GUARDRAIL. AL7820'THE MARK IS 3.0 FT ABOVE ROAD. AL7820 AL7820 STATION RECOVERY (2003) AL7820 AL7820'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AL7820'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG9270 *********************************************************************** AG9270 DESIGNATION - I75 A 26 AG9270 PID - AG9270 AG9270 STATE/COUNTY- FL/HILLSBOROUGH AG9270 USGS QUAD - RIVERVIEW (1987) AG9270 AG9270 *CURRENT SURVEY CONTROL AG9270 ___________________________________________________________________ AG9270* NAD 83(1986)- 27 50 36. (N) 082 20 52. (W) SCALED AG9270* NAVD 88 - 8.146 (meters) 26.73 (feet) POSTED AG9270 ___________________________________________________________________ AG9270 GEOID HEIGHT- -24.91 (meters) GEOID99 AG9270 DYNAMIC HT - 8.130 (meters) 26.67 (feet) COMP AG9270 MODELED GRAV- 979,172.5 (mgal) NAVD 88 AG9270 AG9270 VERT ORDER - * POSTED, Code A , SEE BELOW AG9270 AG9270.The horizontal coordinates were scaled from a topographic map and have AG9270.an estimated accuracy of +/- 6 seconds. AG9270 AG9270.The orthometric height was determined by differential leveling AG9270.and adjusted by the National Geodetic Survey in 1992. AG9270.* This is a POSTED BENCH MARK height. Code A indicates a distribution AG9270.rate of 0.0 thru 1.0 mm/km. AG9270 AG9270.The geoid height was determined by GEOID99. AG9270 AG9270.The dynamic height is computed by dividing the NAVD 88 AG9270.geopotential number by the normal gravity value computed on the AG9270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG9270.degrees latitude (g = 980.6199 gals.). AG9270 AG9270.The modeled gravity was interpolated from observed gravity values. AG9270 AG9270; North East Units Estimated Accuracy AG9270;SPC FL W - 388,900. 165,740. MT (+/- 180 meters Scaled) AG9270 AG9270 SUPERSEDED SURVEY CONTROL AG9270 AG9270.No superseded survey control is available for this station. AG9270 AG9270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL672805(NAD 83) AG9270_MARKER: DD = SURVEY DISK AG9270_SETTING: 31 = CONCRETE GUARDRAIL AG9270_STAMPING: BM I 75 A 26 AG9270_MARK LOGO: FLDT AG9270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG9270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG9270+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AG9270 AG9270 HISTORY - Date Condition Report By AG9270 HISTORY - 1986 MONUMENTED FLDT AG9270 HISTORY - 19960420 GOOD USPSQD AG9270 HISTORY - 20030310 GOOD USPSQD AG9270 AG9270 STATION DESCRIPTION AG9270 AG9270'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1986 AG9270'14.9 MI SE FROM TAMPA. AG9270'FROM THE INTERSTATE ROUTE 75 AND STATE ROAD 60 INTERCHANGE, ABOUT 8.0 AG9270'MILES EAST OF TAMPA -- GO SOUTH ALONG INTERSTATE ROUTE 75 FOR 6.9 AG9270'MILES TO THE BRIDGES OVER BULLFROG CREEK AND THE MARK. IT IS SET IN AG9270'THE TOP EAST CONCRETE GUARDRAIL OF THE NORTHBOUND BRIDGE, 9.2 FEET AG9270'EAST OF THE EAST EDGE OF THE NORTHBOUND LANES AND 1.6 FEET NORTH OF AG9270'THE SOUTH END OF THE CONCRETE GUARDRAIL. AG9270'THE MARK IS 3.0 FT ABOVE ROAD. AG9270 AG9270 STATION RECOVERY (1996) AG9270 AG9270'RECOVERY NOTE BY US POWER SQUADRON 1996 AG9270'RECOVERED IN GOOD CONDITION. AG9270 AG9270 STATION RECOVERY (2003) AG9270 AG9270'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AG9270'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AL7808 *********************************************************************** AL7808 DESIGNATION - I75 D 28 AL7808 PID - AL7808 AL7808 STATE/COUNTY- FL/HILLSBOROUGH AL7808 USGS QUAD - THONOTOSASSA (1987) AL7808 AL7808 *CURRENT SURVEY CONTROL AL7808 ___________________________________________________________________ AL7808* NAD 83(1986)- 28 03 41. (N) 082 21 11. (W) SCALED AL7808* NAVD 88 - 17.345 (meters) 56.91 (feet) POSTED AL7808 ___________________________________________________________________ AL7808 GEOID HEIGHT- -25.28 (meters) GEOID99 AL7808 DYNAMIC HT - 17.320 (meters) 56.82 (feet) COMP AL7808 MODELED GRAV- 979,190.7 (mgal) NAVD 88 AL7808 AL7808 VERT ORDER - * POSTED, Code A , SEE BELOW AL7808 AL7808.The horizontal coordinates were scaled from a topographic map and have AL7808.an estimated accuracy of +/- 6 seconds. AL7808 AL7808.The orthometric height was determined by differential leveling AL7808.and adjusted by the National Geodetic Survey in 1992. AL7808.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7808.rate of 0.0 thru 1.0 mm/km. AL7808 AL7808.The geoid height was determined by GEOID99. AL7808 AL7808.The dynamic height is computed by dividing the NAVD 88 AL7808.geopotential number by the normal gravity value computed on the AL7808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7808.degrees latitude (g = 980.6199 gals.). AL7808 AL7808.The modeled gravity was interpolated from observed gravity values. AL7808 AL7808; North East Units Estimated Accuracy AL7808;SPC FL W - 413,060. 165,290. MT (+/- 180 meters Scaled) AL7808 AL7808 SUPERSEDED SURVEY CONTROL AL7808 AL7808.No superseded survey control is available for this station. AL7808 AL7808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM670047(NAD 83) AL7808_MARKER: DD = SURVEY DISK AL7808_SETTING: 31 = CONCRETE GUARDRAIL AL7808_STAMPING: BM I 75 D 28 AL7808_MARK LOGO: FLDT AL7808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7808+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AL7808 AL7808 HISTORY - Date Condition Report By AL7808 HISTORY - 1986 MONUMENTED FLDT AL7808 HISTORY - 20030310 GOOD USPSQD AL7808 AL7808 STATION DESCRIPTION AL7808 AL7808'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1986 AL7808'13.55 MI NNE FROM TAMPA. AL7808'FROM THE INTERSTATE ROUTE 75 AND INTERSTATE ROUTE 4 INTERCHANGE, AL7808'ABOUT 9.0 MILES NORTHEAST OF TAMPA -- GO NORTH ALONG INTERSTATE ROUTE AL7808'75 FOR 4.55 MILES TO THE BRIDGES OVER 127 TH AVENUE AND THE MARK. IT AL7808'IS SET IN THE TOP EAST CONCRETE GUARDRAIL OF THE NORTHBOUND BRIDGE, AL7808'10.0 FEET EAST OF THE EAST EDGE OF THE NORTHBOUND LANES AND 2.5 FEET AL7808'NORTH OF THE SOUTH END OF THE EAST CONCRETE GUARDRAIL. AL7808'THE MARK IS 3.0 FT ABOVE ROAD. AL7808 AL7808 STATION RECOVERY (2003) AL7808 AL7808'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AL7808'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AL7819 *********************************************************************** AL7819 DESIGNATION - I75 G 28 AL7819 PID - AL7819 AL7819 STATE/COUNTY- FL/HILLSBOROUGH AL7819 USGS QUAD - THONOTOSASSA (1987) AL7819 AL7819 *CURRENT SURVEY CONTROL AL7819 ___________________________________________________________________ AL7819* NAD 83(1986)- 28 05 16. (N) 082 21 13. (W) SCALED AL7819* NAVD 88 - 13.615 (meters) 44.67 (feet) POSTED AL7819 ___________________________________________________________________ AL7819 GEOID HEIGHT- -25.35 (meters) GEOID99 AL7819 DYNAMIC HT - 13.600 (meters) 44.62 (feet) COMP AL7819 MODELED GRAV- 979,191.6 (mgal) NAVD 88 AL7819 AL7819 VERT ORDER - * POSTED, Code A , SEE BELOW AL7819 AL7819.The horizontal coordinates were scaled from a topographic map and have AL7819.an estimated accuracy of +/- 6 seconds. AL7819 AL7819.The orthometric height was determined by differential leveling AL7819.and adjusted by the National Geodetic Survey in 1992. AL7819.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7819.rate of 0.0 thru 1.0 mm/km. AL7819 AL7819.The geoid height was determined by GEOID99. AL7819 AL7819.The dynamic height is computed by dividing the NAVD 88 AL7819.geopotential number by the normal gravity value computed on the AL7819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7819.degrees latitude (g = 980.6199 gals.). AL7819 AL7819.The modeled gravity was interpolated from observed gravity values. AL7819 AL7819; North East Units Estimated Accuracy AL7819;SPC FL W - 415,990. 165,250. MT (+/- 180 meters Scaled) AL7819 AL7819 SUPERSEDED SURVEY CONTROL AL7819 AL7819.No superseded survey control is available for this station. AL7819 AL7819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM670076(NAD 83) AL7819_MARKER: DD = SURVEY DISK AL7819_SETTING: 31 = CONCRETE GUARDRAIL AL7819_STAMPING: BM I 75 G 28 AL7819_MARK LOGO: FLDT AL7819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7819+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AL7819 AL7819 HISTORY - Date Condition Report By AL7819 HISTORY - 1986 MONUMENTED FLDT AL7819 HISTORY - 20030310 GOOD USPSQD AL7819 AL7819 STATION DESCRIPTION AL7819 AL7819'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1986 AL7819'15.35 MI NNE FROM TAMPA. AL7819'FROM THE INTERSTATE ROUTE 75 AND INTERSTATE ROUTE 4 INTERCHANGE, AL7819'ABOUT 9.0 MILES NORTHEAST OF TAMPA -- GO NORTH ALONG INTERSTATE ROUTE AL7819'75 FOR 6.35 MILES TO THE BRIDGES OVER THE HILLSBOROUGH RIVER AND THE AL7819'MARK. IT IS SET IN THE TOP EAST CONCRETE GUARDRAIL OF THE NORTHBOUND AL7819'BRIDGE, 12.0 FEET EAST OF THE EAST EDGE OF THE NORTHBOUND LANES AND AL7819'7.0 FEET NORTH OF THE SOUTH END OF THE EAST CONCRETE GUARDRAIL. AL7819'THE MARK IS 3.0 FT ABOVE ROAD. AL7819 AL7819 STATION RECOVERY (2003) AL7819 AL7819'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AL7819'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG9338 *********************************************************************** AG9338 DESIGNATION - I75 J 27 AG9338 PID - AG9338 AG9338 STATE/COUNTY- FL/HILLSBOROUGH AG9338 USGS QUAD - BRANDON (1987) AG9338 AG9338 *CURRENT SURVEY CONTROL AG9338 ___________________________________________________________________ AG9338* NAD 83(1986)- 27 59 59. (N) 082 19 36. (W) SCALED AG9338* NAVD 88 - 16.857 (meters) 55.30 (feet) POSTED AG9338 ___________________________________________________________________ AG9338 GEOID HEIGHT- -25.18 (meters) GEOID99 AG9338 DYNAMIC HT - 16.830 (meters) 55.22 (feet) COMP AG9338 MODELED GRAV- 979,189.6 (mgal) NAVD 88 AG9338 AG9338 VERT ORDER - * POSTED, Code A , SEE BELOW AG9338 AG9338.The horizontal coordinates were scaled from a topographic map and have AG9338.an estimated accuracy of +/- 6 seconds. AG9338 AG9338.The orthometric height was determined by differential leveling AG9338.and adjusted by the National Geodetic Survey in 1992. AG9338.* This is a POSTED BENCH MARK height. Code A indicates a distribution AG9338.rate of 0.0 thru 1.0 mm/km. AG9338 AG9338.The geoid height was determined by GEOID99. AG9338 AG9338.The dynamic height is computed by dividing the NAVD 88 AG9338.geopotential number by the normal gravity value computed on the AG9338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG9338.degrees latitude (g = 980.6199 gals.). AG9338 AG9338.The modeled gravity was interpolated from observed gravity values. AG9338 AG9338; North East Units Estimated Accuracy AG9338;SPC FL W - 406,220. 167,870. MT (+/- 180 meters Scaled) AG9338 AG9338 SUPERSEDED SURVEY CONTROL AG9338 AG9338.No superseded survey control is available for this station. AG9338 AG9338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL695978(NAD 83) AG9338_MARKER: DD = SURVEY DISK AG9338_SETTING: 31 = CONCRETE GUARDRAIL AG9338_STAMPING: BM I 75 J 27 AG9338_MARK LOGO: FLDT AG9338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG9338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG9338+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AG9338 AG9338 HISTORY - Date Condition Report By AG9338 HISTORY - 1986 MONUMENTED FLDT AG9338 HISTORY - 20030310 GOOD USPSQD AG9338 AG9338 STATION DESCRIPTION AG9338 AG9338'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1986 AG9338'12.05 MI NE FROM TAMPA. AG9338'FROM THE INTERSTATE ROUTE 75 AND STATE ROAD 60 INTERCHANGE, ABOUT 8.0 AG9338'MILES EAST OF TAMPA -- GO NORTH ALONG INTERSTATE ROUTE 75 FOR 4.05 AG9338'MILES TO THE NORTHBOUND BRIDGE OVER RAMP B-1 AND THE MARK. IT IS SET AG9338'IN THE TOP OF THE EAST CONCRETE GUARDRAIL OF THE NORTHBOUND BRIDGE, AG9338'11.3 FEET EAST OF THE EAST EDGE OF THE NORTHBOUND LANES AND 1.5 FEET AG9338'NORTH OF SOUTH END OF THE CONCRETE GUARDRAIL. AG9338'THE MARK IS 3.0 FT ABOVE ROAD. AG9338 AG9338 STATION RECOVERY (2003) AG9338 AG9338'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AG9338'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AL7835 *********************************************************************** AL7835 DESIGNATION - I75 J 28 AL7835 PID - AL7835 AL7835 STATE/COUNTY- FL/HILLSBOROUGH AL7835 USGS QUAD - THONOTOSASSA (1987) AL7835 AL7835 *CURRENT SURVEY CONTROL AL7835 ___________________________________________________________________ AL7835* NAD 83(1986)- 28 07 20. (N) 082 22 28. (W) SCALED AL7835* NAVD 88 - 21.172 (meters) 69.46 (feet) POSTED AL7835 ___________________________________________________________________ AL7835 GEOID HEIGHT- -25.41 (meters) GEOID99 AL7835 DYNAMIC HT - 21.140 (meters) 69.36 (feet) COMP AL7835 MODELED GRAV- 979,191.6 (mgal) NAVD 88 AL7835 AL7835 VERT ORDER - * POSTED, Code A , SEE BELOW AL7835 AL7835.The horizontal coordinates were scaled from a topographic map and have AL7835.an estimated accuracy of +/- 6 seconds. AL7835 AL7835.The orthometric height was determined by differential leveling AL7835.and adjusted by the National Geodetic Survey in 1992. AL7835.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7835.rate of 0.0 thru 1.0 mm/km. AL7835 AL7835.The geoid height was determined by GEOID99. AL7835 AL7835.The dynamic height is computed by dividing the NAVD 88 AL7835.geopotential number by the normal gravity value computed on the AL7835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7835.degrees latitude (g = 980.6199 gals.). AL7835 AL7835.The modeled gravity was interpolated from observed gravity values. AL7835 AL7835; North East Units Estimated Accuracy AL7835;SPC FL W - 419,810. 163,210. MT (+/- 180 meters Scaled) AL7835 AL7835 SUPERSEDED SURVEY CONTROL AL7835 AL7835.No superseded survey control is available for this station. AL7835 AL7835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM650115(NAD 83) AL7835_MARKER: DD = SURVEY DISK AL7835_SETTING: 31 = CONCRETE GUARDRAIL AL7835_STAMPING: BM I 75 J 28 AL7835_MARK LOGO: FLDT AL7835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7835+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AL7835 AL7835 HISTORY - Date Condition Report By AL7835 HISTORY - 1986 MONUMENTED FLDT AL7835 HISTORY - 20030310 GOOD USPSQD AL7835 AL7835 STATION DESCRIPTION AL7835 AL7835'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1986 AL7835'18.0 MI NNE FROM TAMPA. AL7835'FROM THE INTERSTATE ROUTE 75 AND INTERSTATE ROUTE 4 INTERCHANGE, AL7835'ABOUT 9.0 MILES NORTHEAST OF TAMPA -- GO NORTH ALONG INTERSTATE ROUTE AL7835'75 FOR 9.0 MILES TO THE STATE ROAD 581 (BRUCE B. DOWNS BOULEVARD) AL7835'INTERCHANGE AND THE MARK. IT IS SET IN THE TOP EAST CONCRETE AL7835'GUARDRAIL OF THE NORTHBOUND BRIDGE, 11.7 FEET NORTH OF THE SOUTH END AL7835'OF THE EAST CONCRETE GUARDRAIL AND 11.4 FEET EAST OF THE EAST EDGE OF AL7835'THE NORTHBOUND LANES. AL7835'THE MARK IS 3.0 FT ABOVE ROAD. AL7835 AL7835 STATION RECOVERY (2003) AL7835 AL7835'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AL7835'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG8613 *********************************************************************** AG8613 DESIGNATION - I75 L 25 AG8613 PID - AG8613 AG8613 STATE/COUNTY- FL/HILLSBOROUGH AG8613 USGS QUAD - RUSKIN (1987) AG8613 AG8613 *CURRENT SURVEY CONTROL AG8613 ___________________________________________________________________ AG8613* NAD 83(1986)- 27 42 47. (N) 082 23 20. (W) SCALED AG8613* NAVD 88 - 11.865 (meters) 38.93 (feet) ADJUSTED AG8613 ___________________________________________________________________ AG8613 GEOID HEIGHT- -24.76 (meters) GEOID99 AG8613 DYNAMIC HT - 11.847 (meters) 38.87 (feet) COMP AG8613 MODELED GRAV- 979,156.6 (mgal) NAVD 88 AG8613 AG8613 VERT ORDER - SECOND CLASS II AG8613 AG8613.The horizontal coordinates were scaled from a topographic map and have AG8613.an estimated accuracy of +/- 6 seconds. AG8613 AG8613.The orthometric height was determined by differential leveling AG8613.and adjusted by the National Geodetic Survey in June 1991. AG8613 AG8613.The geoid height was determined by GEOID99. AG8613 AG8613.The dynamic height is computed by dividing the NAVD 88 AG8613.geopotential number by the normal gravity value computed on the AG8613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8613.degrees latitude (g = 980.6199 gals.). AG8613 AG8613.The modeled gravity was interpolated from observed gravity values. AG8613 AG8613; North East Units Estimated Accuracy AG8613;SPC FL W - 374,470. 161,650. MT (+/- 180 meters Scaled) AG8613 AG8613 SUPERSEDED SURVEY CONTROL AG8613 AG8613.No superseded survey control is available for this station. AG8613 AG8613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL630661(NAD 83) AG8613_MARKER: DD = SURVEY DISK AG8613_SETTING: 32 = HEADWALL AG8613_STAMPING: BM I 75 L 25 AG8613_MARK LOGO: FLDT AG8613_MAGNETIC: N = NO MAGNETIC MATERIAL AG8613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8613+STABILITY: SURFACE MOTION AG8613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG8613+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2000 AG8613 AG8613 HISTORY - Date Condition Report By AG8613 HISTORY - 1984 MONUMENTED FLDT AG8613 HISTORY - 1988 GOOD FLDT AG8613 HISTORY - 20000928 GOOD FL-057 AG8613 AG8613 STATION DESCRIPTION AG8613 AG8613'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8613'2.7 MI ESE FROM RUSKIN. AG8613'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 674, AG8613'ABOUT 3.0 MILES EAST SOUTHEAST OF RUSKIN, GO WEST ON STATE ROAD 674 AG8613'FOR 0.3 MILE TO A CONCRETE HEADWALL AND THE MARK. IT IS 21.0 FEET AG8613'NORTH OF THE NORTH EDGE OF THE WESTBOUND LANE, 15.2 FEET WEST OF THE AG8613'EAST END OF CONCRETE HEADWALL AND 5.0 FEET EAST OF EXPANSION JOINT. AG8613 AG8613 STATION RECOVERY (1988) AG8613 AG8613'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1988 AG8613'RECOVERED IN GOOD CONDITION. AG8613 AG8613 STATION RECOVERY (2000) AG8613 AG8613'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG8613'THE MARK IS ABOUT 5.2 MI WEST OF WIMAUMA, 2.75 MI EAST OF RUSKIN, IN AG8613'SECTION 11, TOWNSHIP 32 AG8613'SOUTH, RANGE 19 EAST. AG8613' AG8613'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND COUNTY AG8613'ROAD 674 AG8613'(COLLEGE AVENUE) IN RUSKIN, GO EAST ON COUNTY ROAD 674 (COLLEGE AG8613'AVENUE) FOR 2.75 MI TO A AG8613'CONCRETE HEADWALL AND THE MARK ON THE LEFT SET FLUSH IN THE CONCRETE AG8613'HEADWALL, AG8613'ABOUT 3.0 FT BELOW THE LEVEL OF COUNTY ROAD 674. THE MARK CAN ALSO BE AG8613'REACHED FROM THE AG8613'INTERSECTION (OVERPASS) OF INTERSTATE 75 AND COUNTY ROAD 674 (COLLEGE AG8613'AVENUE) EAST OF AG8613'RUSKIN, GO WEST ON COUNTY ROAD 674 (COLLEGE AVENUE) FOR 0.3 MI TO THE AG8613'MARK ON THE RIGHT. AG8613' AG8613'LOCATED 130.0 FT SOUTHEAST OF A WOOD POWER POLE NUMBER 27384-32845, AG8613'22.9 FT NORTH OF A AG8613'NAIL AND HILLS COUNTY DISK IN THE NORTH EDGE OF THE PAVEMENT OF THE AG8613'WESTBOUND LANES OF AG8613'COLLEGE AVENUE (STATE ROAD 674), 15.2 FT WEST OF THE EAST END OF THE AG8613'CONCRETE HEADWALL AG8613'AND 5.0 FT EAST OF AN EXPANSION JOINT IN THE CONCRETE HEADWALL. AG8613' AG8613' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AL7850 *********************************************************************** AL7850 DESIGNATION - I75 L 28 AL7850 PID - AL7850 AL7850 STATE/COUNTY- FL/HILLSBOROUGH AL7850 USGS QUAD - LUTZ (1987) AL7850 AL7850 *CURRENT SURVEY CONTROL AL7850 ___________________________________________________________________ AL7850* NAD 83(1986)- 28 09 43. (N) 082 23 40. (W) SCALED AL7850* NAVD 88 - 16.806 (meters) 55.14 (feet) POSTED AL7850 ___________________________________________________________________ AL7850 GEOID HEIGHT- -25.49 (meters) GEOID99 AL7850 DYNAMIC HT - 16.780 (meters) 55.05 (feet) COMP AL7850 MODELED GRAV- 979,191.4 (mgal) NAVD 88 AL7850 AL7850 VERT ORDER - * POSTED, Code A , SEE BELOW AL7850 AL7850.The horizontal coordinates were scaled from a topographic map and have AL7850.an estimated accuracy of +/- 6 seconds. AL7850 AL7850.The orthometric height was determined by differential leveling AL7850.and adjusted by the National Geodetic Survey in 1992. AL7850.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7850.rate of 0.0 thru 1.0 mm/km. AL7850 AL7850.The geoid height was determined by GEOID99. AL7850 AL7850.The dynamic height is computed by dividing the NAVD 88 AL7850.geopotential number by the normal gravity value computed on the AL7850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7850.degrees latitude (g = 980.6199 gals.). AL7850 AL7850.The modeled gravity was interpolated from observed gravity values. AL7850 AL7850; North East Units Estimated Accuracy AL7850;SPC FL W - 424,220. 161,260. MT (+/- 180 meters Scaled) AL7850 AL7850 SUPERSEDED SURVEY CONTROL AL7850 AL7850.No superseded survey control is available for this station. AL7850 AL7850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM630159(NAD 83) AL7850_MARKER: DD = SURVEY DISK AL7850_SETTING: 31 = CONCRETE GUARDRAIL AL7850_STAMPING: BM I 75 L 28 AL7850_MARK LOGO: FLDT AL7850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7850+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AL7850 AL7850 HISTORY - Date Condition Report By AL7850 HISTORY - 1986 MONUMENTED FLDT AL7850 HISTORY - 20030310 GOOD USPSQD AL7850 AL7850 STATION DESCRIPTION AL7850 AL7850'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1986 AL7850'21.0 MI NNE FROM TAMPA. AL7850'FROM THE INTERSTATE ROUTE 75 AND INTERSTATE ROUTE 4 INTERCHANGE, AL7850'ABOUT 9.0 MILES NORTHEAST OF TAMPA -- GO NORTH ALONG INTERSTATE ROUTE AL7850'75 FOR 9.0 MILES TO THE STATE ROAD 581 (BRUCE B. DOWNS BOULEVARD) AL7850'INTERCHANGE, CONTINUE NORTH ON INTERSTATE ROUTE 75 FOR 3.0 MILES TO AL7850'THE BRIDGES OVER CYPRESS CREEK AND THE MARK. IT IS SET IN THE TOP AL7850'EAST CONCRETE GUARDRAIL OF THE NORTHBOUND BRIDGE, 11.0 FEET EAST OF AL7850'THE EAST EDGE OF THE NORTHBOUND LANES AND 2.0 FEET NORTH OF THE SOUTH AL7850'END OF THE EAST CONCRETE GUARDRAIL. AL7850'THE MARK IS 3.0 FT ABOVE ROAD. AL7850 AL7850 STATION RECOVERY (2003) AL7850 AL7850'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AL7850'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG8615 *********************************************************************** AG8615 DESIGNATION - I75 M 25 AG8615 PID - AG8615 AG8615 STATE/COUNTY- FL/HILLSBOROUGH AG8615 USGS QUAD - RUSKIN (1987) AG8615 AG8615 *CURRENT SURVEY CONTROL AG8615 ___________________________________________________________________ AG8615* NAD 83(1986)- 27 42 48. (N) 082 23 40. (W) SCALED AG8615* NAVD 88 - 11.092 (meters) 36.39 (feet) ADJUSTED AG8615 ___________________________________________________________________ AG8615 GEOID HEIGHT- -24.75 (meters) GEOID99 AG8615 DYNAMIC HT - 11.076 (meters) 36.34 (feet) COMP AG8615 MODELED GRAV- 979,156.9 (mgal) NAVD 88 AG8615 AG8615 VERT ORDER - SECOND CLASS II AG8615 AG8615.The horizontal coordinates were scaled from a topographic map and have AG8615.an estimated accuracy of +/- 6 seconds. AG8615 AG8615.The orthometric height was determined by differential leveling AG8615.and adjusted by the National Geodetic Survey in June 1991. AG8615 AG8615.The geoid height was determined by GEOID99. AG8615 AG8615.The dynamic height is computed by dividing the NAVD 88 AG8615.geopotential number by the normal gravity value computed on the AG8615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8615.degrees latitude (g = 980.6199 gals.). AG8615 AG8615.The modeled gravity was interpolated from observed gravity values. AG8615 AG8615; North East Units Estimated Accuracy AG8615;SPC FL W - 374,510. 161,100. MT (+/- 180 meters Scaled) AG8615 AG8615 SUPERSEDED SURVEY CONTROL AG8615 AG8615.No superseded survey control is available for this station. AG8615 AG8615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL625662(NAD 83) AG8615_MARKER: DD = SURVEY DISK AG8615_SETTING: 32 = HEADWALL AG8615_STAMPING: BM I 75 M 25 AG8615_MARK LOGO: FLDT AG8615_MAGNETIC: N = NO MAGNETIC MATERIAL AG8615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8615+STABILITY: SURFACE MOTION AG8615_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG8615+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2000 AG8615 AG8615 HISTORY - Date Condition Report By AG8615 HISTORY - 1984 MONUMENTED FLDT AG8615 HISTORY - 20000928 GOOD FL-057 AG8615 AG8615 STATION DESCRIPTION AG8615 AG8615'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8615'2.35 MI ESE FROM RUSKIN. AG8615'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 674, AG8615'ABOUT 3.0 MILES EAST SOUTHEAST OF RUSKIN, GO WEST ON STATE ROAD 674 AG8615'FOR 0.65 MILE TO A CONCRETE HEADWALL AND THE MARK. IT IS 36.0 FEET AG8615'NORTH OF THE NORTH EDGE OF THE WESTBOUND LANES OF HIGHWAY, 17.9 FEET AG8615'EAST OF THE WEST END OF THE HEADWALL AND 16.4 FEET WEST OF THE EAST AG8615'END OF THE HEADWALL. AG8615 AG8615 STATION RECOVERY (2000) AG8615 AG8615'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG8615'THE MARK IS ABOUT 16.7 MI SOUTH OF TAMPA, 2.4 MI WEST OF SUN CITY AG8615'CENTER, IN SECTION 10, AG8615'TOWNSHIP 32 SOUTH, RANGE 19 EAST. AG8615' AG8615'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE AG8615'ROAD 674 (COLLEGE AG8615'AVENUE) IN RUSKIN, GO EAST ON STATE ROAD 674 (COLLEGE AVENUE) FOR 2.4 AG8615'MI TO THE MARK ON AG8615'THE LEFT, SET FLUSH IN THE CONCRETE HEADWALL. AG8615' AG8615'LOCATED ABOUT 305.5 FT WEST OF THE CENTERLINE OF 30TH STREET SE, 24.6 AG8615'FT NORTH OF A NAIL AG8615'AND HILLS COUNTY DISK IN THE NORTH EDGE OF THE PAVEMENT OF THE AG8615'WESTBOUND LANES OF AG8615'STATE ROAD 674 (COLLEGE AVENUE), 37.7 FT WEST NORTHWEST OF A METAL AG8615'LIGHT POLE NUMBER AG8615'B104, 17.9 FT EAST OF THE WEST END OF THE HEADWALL AND 16.4 FT WEST OF AG8615'THE EAST END OF AG8615'THE HEADWALL. AG8615' AG8615'THIS MARK WAS NOT LEVELED TO AT THIS TIME. AG8615' AG8615' AG8615' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG8620 *********************************************************************** AG8620 DESIGNATION - I75 N 25 AG8620 PID - AG8620 AG8620 STATE/COUNTY- FL/HILLSBOROUGH AG8620 USGS QUAD - RUSKIN (1987) AG8620 AG8620 *CURRENT SURVEY CONTROL AG8620 ___________________________________________________________________ AG8620* NAD 83(1986)- 27 42 49. (N) 082 24 29. (W) SCALED AG8620* NAVD 88 - 6.611 (meters) 21.69 (feet) ADJUSTED AG8620 ___________________________________________________________________ AG8620 GEOID HEIGHT- -24.73 (meters) GEOID99 AG8620 DYNAMIC HT - 6.601 (meters) 21.66 (feet) COMP AG8620 MODELED GRAV- 979,157.5 (mgal) NAVD 88 AG8620 AG8620 VERT ORDER - SECOND CLASS II AG8620 AG8620.The horizontal coordinates were scaled from a topographic map and have AG8620.an estimated accuracy of +/- 6 seconds. AG8620 AG8620.The orthometric height was determined by differential leveling AG8620.and adjusted by the National Geodetic Survey in June 1991. AG8620 AG8620.The geoid height was determined by GEOID99. AG8620 AG8620.The dynamic height is computed by dividing the NAVD 88 AG8620.geopotential number by the normal gravity value computed on the AG8620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8620.degrees latitude (g = 980.6199 gals.). AG8620 AG8620.The modeled gravity was interpolated from observed gravity values. AG8620 AG8620; North East Units Estimated Accuracy AG8620;SPC FL W - 374,540. 159,760. MT (+/- 180 meters Scaled) AG8620 AG8620 SUPERSEDED SURVEY CONTROL AG8620 AG8620.No superseded survey control is available for this station. AG8620 AG8620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL611662(NAD 83) AG8620_MARKER: DD = SURVEY DISK AG8620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8620_STAMPING: BM I 75 N 25 AG8620_MARK LOGO: FLDT AG8620_PROJECTION: FLUSH AG8620_MAGNETIC: N = NO MAGNETIC MATERIAL AG8620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8620+STABILITY: SURFACE MOTION AG8620 AG8620 HISTORY - Date Condition Report By AG8620 HISTORY - 1984 MONUMENTED FLDT AG8620 HISTORY - 20000928 GOOD FL-057 AG8620 AG8620 STATION DESCRIPTION AG8620 AG8620'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8620'1.55 MI ESE FROM RUSKIN. AG8620'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 674, AG8620'ABOUT 3.0 MILES EAST SOUTHEAST OF RUSKIN, GO WEST ON STATE ROAD 674 AG8620'FOR 1.45 MILES TO POWER LINE CROSSING AND THE MARK. IT IS 89.0 FEET AG8620'NORTH OF THE CENTER OF STATE ROAD 674 AND 42.0 FEET WEST SOUTHWEST OF AG8620'THE WESTERN MOST OF METAL UTILITY POLE. AG8620'THE MARK IS 0.5 FT S FROM A WITNESS POST. AG8620 AG8620 STATION RECOVERY (2000) AG8620 AG8620'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG8620'THE MARK IS ABOUT 16.6 MI SOUTH OF TAMPA, 2.7 MI WEST OF SUN CITY AG8620'CENTER, IN SECTION 10, AG8620'TOWNSHIP 32 SOUTH, RANGE 19 EAST. AG8620' AG8620'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE AG8620'ROAD 674 (COLLEGE AG8620'AVENUE) IN RUSKIN, GO EAST ON STATE ROAD 674 (COLLEGE AVENUE) FOR 1.65 AG8620'MI TO THE MARK ON AG8620'THE LEFT, SET IN THE TOP OF A CONCRETE MONUMENT. AG8620' AG8620'LOCATED 76.3 FT NORTH OF A NAIL AND HILLS COUNTY DISK IN THE NORTH AG8620'EDGE OF THE PAVEMENT AG8620'OF THE WESTBOUND LANES OF STATE ROAD 674 (COLLEGE AVENUE), 29.1 FT AG8620'NORTH OF A WOOD AG8620'POWER POLE NUMBER 26779-32855, 84.0 FT NORTHEAST OF A METAL LIGHT POLE AG8620'NUMBER B 56 AND AG8620'42.0 FT WEST SOUTHWEST OF THE WESTERN MOST METAL LEG FOR THE HIGH AG8620'TENSION POWER LINE. AG8620' AG8620'THIS MARK WAS NOT LEVELED TO AT THIS TIME. AG8620' AG8620' AG8620' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AL7851 *********************************************************************** AL7851 DESIGNATION - I75 P 28 AL7851 PID - AL7851 AL7851 STATE/COUNTY- FL/HILLSBOROUGH AL7851 USGS QUAD - LUTZ (1987) AL7851 AL7851 *CURRENT SURVEY CONTROL AL7851 ___________________________________________________________________ AL7851* NAD 83(1986)- 28 09 43. (N) 082 23 40. (W) SCALED AL7851* NAVD 88 - 16.681 (meters) 54.73 (feet) POSTED AL7851 ___________________________________________________________________ AL7851 GEOID HEIGHT- -25.49 (meters) GEOID99 AL7851 DYNAMIC HT - 16.660 (meters) 54.66 (feet) COMP AL7851 MODELED GRAV- 979,191.4 (mgal) NAVD 88 AL7851 AL7851 VERT ORDER - * POSTED, Code A , SEE BELOW AL7851 AL7851.The horizontal coordinates were scaled from a topographic map and have AL7851.an estimated accuracy of +/- 6 seconds. AL7851 AL7851.The orthometric height was determined by differential leveling AL7851.and adjusted by the National Geodetic Survey in 1992. AL7851.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7851.rate of 0.0 thru 1.0 mm/km. AL7851 AL7851.The geoid height was determined by GEOID99. AL7851 AL7851.The dynamic height is computed by dividing the NAVD 88 AL7851.geopotential number by the normal gravity value computed on the AL7851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7851.degrees latitude (g = 980.6199 gals.). AL7851 AL7851.The modeled gravity was interpolated from observed gravity values. AL7851 AL7851; North East Units Estimated Accuracy AL7851;SPC FL W - 424,220. 161,260. MT (+/- 180 meters Scaled) AL7851 AL7851 SUPERSEDED SURVEY CONTROL AL7851 AL7851.No superseded survey control is available for this station. AL7851 AL7851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM630159(NAD 83) AL7851_MARKER: DD = SURVEY DISK AL7851_SETTING: 31 = CONCRETE GUARDRAIL AL7851_STAMPING: BM I 75 P 28 AL7851_MARK LOGO: FLDT AL7851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7851+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AL7851 AL7851 HISTORY - Date Condition Report By AL7851 HISTORY - 1986 MONUMENTED FLDT AL7851 HISTORY - 20030310 GOOD USPSQD AL7851 AL7851 STATION DESCRIPTION AL7851 AL7851'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1986 AL7851'21.0 MI NNE FROM TAMPA. AL7851'FROM THE INTERSTATE ROUTE 75 AND INTERSTATE ROUTE 4 INTERCHANGE, AL7851'ABOUT 9.0 MILES NORTHEAST OF TAMPA -- GO NORTH ALONG INTERSTATE ROUTE AL7851'75 FOR 9.0 MILES TO THE STATE ROAD 581 (BRUCE B. DOWNS BOULEVARD) AL7851'INTERCHANGE, CONTINUE NORTH ON INTERSTATE ROUTE 75 FOR 3.0 MILES TO AL7851'THE BRIDGES OVER CYPRESS CREEK AND THE MARK. IT IS SET IN THE TOP AL7851'EAST CONCRETE GUARDRAIL OF THE NORTHBOUND BRIDGE, 11.0 FEET EAST OF AL7851'THE EAST EDGE OF THE NORTHBOUND LANES AND 1.4 FEET SOUTH OF THE NORTH AL7851'END OF THE EAST CONCRETE GUARDRAIL. AL7851'THE MARK IS 3.0 FT ABOVE ROAD. AL7851 AL7851 STATION RECOVERY (2003) AL7851 AL7851'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AL7851'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG9248 *********************************************************************** AG9248 DESIGNATION - I75 Q 25 AG9248 PID - AG9248 AG9248 STATE/COUNTY- FL/HILLSBOROUGH AG9248 USGS QUAD - RIVERVIEW (1987) AG9248 AG9248 *CURRENT SURVEY CONTROL AG9248 ___________________________________________________________________ AG9248* NAD 83(1986)- 27 46 55. (N) 082 21 32. (W) SCALED AG9248* NAVD 88 - 9.813 (meters) 32.19 (feet) POSTED AG9248 ___________________________________________________________________ AG9248 GEOID HEIGHT- -24.84 (meters) GEOID99 AG9248 DYNAMIC HT - 9.800 (meters) 32.15 (feet) COMP AG9248 MODELED GRAV- 979,164.2 (mgal) NAVD 88 AG9248 AG9248 VERT ORDER - * POSTED, Code A , SEE BELOW AG9248 AG9248.The horizontal coordinates were scaled from a topographic map and have AG9248.an estimated accuracy of +/- 6 seconds. AG9248 AG9248.The orthometric height was determined by differential leveling AG9248.and adjusted by the National Geodetic Survey in 1992. AG9248.* This is a POSTED BENCH MARK height. Code A indicates a distribution AG9248.rate of 0.0 thru 1.0 mm/km. AG9248 AG9248.The geoid height was determined by GEOID99. AG9248 AG9248.The dynamic height is computed by dividing the NAVD 88 AG9248.geopotential number by the normal gravity value computed on the AG9248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG9248.degrees latitude (g = 980.6199 gals.). AG9248 AG9248.The modeled gravity was interpolated from observed gravity values. AG9248 AG9248; North East Units Estimated Accuracy AG9248;SPC FL W - 382,100. 164,630. MT (+/- 180 meters Scaled) AG9248 AG9248 SUPERSEDED SURVEY CONTROL AG9248 AG9248.No superseded survey control is available for this station. AG9248 AG9248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL661737(NAD 83) AG9248_MARKER: DD = SURVEY DISK AG9248_SETTING: 32 = CONCRETE HEADWALL AG9248_STAMPING: BM I 75 Q 25 AG9248_MARK LOGO: FLDT AG9248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG9248+STABILITY: SURFACE MOTION AG9248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG9248+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AG9248 AG9248 HISTORY - Date Condition Report By AG9248 HISTORY - 1986 MONUMENTED FLDT AG9248 HISTORY - 20030310 GOOD USPSQD AG9248 AG9248 STATION DESCRIPTION AG9248 AG9248'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1986 AG9248'4 MI NORTH FROM SUN CITY CENTER. AG9248'FROM THE INTERSTATE ROUTE 75 AND STATE ROAD 674 INTERCHANGE, AT SUN AG9248'CITY CENTER -- GO NORTH ALONG INTERSTATE ROUTE 75 FOR 5.0 MILES TO AG9248'THE MARK. IT IS SET IN THE TOP OF A CONCRETE HEADWALL, 208.0 FEET AG9248'SOUTHEAST OF MILE POST 246, 23.3 FEET EAST OF THE EAST EDGE OF THE AG9248'NORTHBOUND ASPHALT EMERGENCY PARKING LANE, 1.7 FEET SOUTH OF THE AG9248'NORTH EDGE OF THE CONCRETE HEADWALL AND 0.4 FOOT WEST OF THE EAST AG9248'EDGE OF THE CONCRETE HEADWALL. AG9248'THE MARK IS 2.6 FT W FROM A WITNESS POST. AG9248 AG9248 STATION RECOVERY (2003) AG9248 AG9248'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AG9248'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG9249 *********************************************************************** AG9249 DESIGNATION - I75 R 25 AG9249 PID - AG9249 AG9249 STATE/COUNTY- FL/HILLSBOROUGH AG9249 USGS QUAD - RIVERVIEW (1987) AG9249 AG9249 *CURRENT SURVEY CONTROL AG9249 ___________________________________________________________________ AG9249* NAD 83(1986)- 27 47 29. (N) 082 21 24. (W) SCALED AG9249* NAVD 88 - 17.645 (meters) 57.89 (feet) POSTED AG9249 ___________________________________________________________________ AG9249 GEOID HEIGHT- -24.85 (meters) GEOID99 AG9249 DYNAMIC HT - 17.620 (meters) 57.81 (feet) COMP AG9249 MODELED GRAV- 979,165.5 (mgal) NAVD 88 AG9249 AG9249 VERT ORDER - * POSTED, Code A , SEE BELOW AG9249 AG9249.The horizontal coordinates were scaled from a topographic map and have AG9249.an estimated accuracy of +/- 6 seconds. AG9249 AG9249.The orthometric height was determined by differential leveling AG9249.and adjusted by the National Geodetic Survey in 1992. AG9249.* This is a POSTED BENCH MARK height. Code A indicates a distribution AG9249.rate of 0.0 thru 1.0 mm/km. AG9249 AG9249.The geoid height was determined by GEOID99. AG9249 AG9249.The dynamic height is computed by dividing the NAVD 88 AG9249.geopotential number by the normal gravity value computed on the AG9249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG9249.degrees latitude (g = 980.6199 gals.). AG9249 AG9249.The modeled gravity was interpolated from observed gravity values. AG9249 AG9249; North East Units Estimated Accuracy AG9249;SPC FL W - 383,140. 164,850. MT (+/- 180 meters Scaled) AG9249 AG9249 SUPERSEDED SURVEY CONTROL AG9249 AG9249.No superseded survey control is available for this station. AG9249 AG9249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL663748(NAD 83) AG9249_MARKER: DD = SURVEY DISK AG9249_SETTING: 31 = CONCRETE GUARDRAIL AG9249_STAMPING: BM I 75 R 25 AG9249_MARK LOGO: FLDT AG9249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG9249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG9249+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AG9249 AG9249 HISTORY - Date Condition Report By AG9249 HISTORY - 1986 MONUMENTED FLDT AG9249 HISTORY - 20030310 GOOD USPSQD AG9249 AG9249 STATION DESCRIPTION AG9249 AG9249'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1986 AG9249'5.7 MI NORTH FROM SUN CITY CENTER. AG9249'FROM THE INTERSTATE ROUTE 75 AND STATE ROAD 674 INTERCHANGE, AT SUN AG9249'CITY CENTER -- GO NORTH ALONG INTERSTATE ROUTE 75 FOR 5.7 MILES TO AG9249'THE COUNTY ROAD 672 INTERCHANGE AND THE MARK. IT IS SET IN THE TOP AG9249'EAST CONCRETE GUARDRAIL OF THE NORTHBOUND BRIDGE, 9.8 FEET NORTH OF AG9249'THE SOUTH END OF THE CONCRETE ABUTMENT AND 7.0 FEET EAST OF THE EAST AG9249'EDGE OF THE NORTHBOUND APPROCH LANE. AG9249'THE MARK IS 3.0 FT ABOVE ROAD. AG9249 AG9249 STATION RECOVERY (2003) AG9249 AG9249'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AG9249'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AL7786 *********************************************************************** AL7786 DESIGNATION - I75 T 27 AL7786 PID - AL7786 AL7786 STATE/COUNTY- FL/HILLSBOROUGH AL7786 USGS QUAD - THONOTOSASSA (1987) AL7786 AL7786 *CURRENT SURVEY CONTROL AL7786 ___________________________________________________________________ AL7786* NAD 83(1986)- 28 01 57. (N) 082 20 42. (W) SCALED AL7786* NAVD 88 - 16.283 (meters) 53.42 (feet) POSTED AL7786 ___________________________________________________________________ AL7786 GEOID HEIGHT- -25.22 (meters) GEOID99 AL7786 DYNAMIC HT - 16.260 (meters) 53.35 (feet) COMP AL7786 MODELED GRAV- 979,189.4 (mgal) NAVD 88 AL7786 AL7786 VERT ORDER - * POSTED, Code A , SEE BELOW AL7786 AL7786.The horizontal coordinates were scaled from a topographic map and have AL7786.an estimated accuracy of +/- 6 seconds. AL7786 AL7786.The orthometric height was determined by differential leveling AL7786.and adjusted by the National Geodetic Survey in 1992. AL7786.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7786.rate of 0.0 thru 1.0 mm/km. AL7786 AL7786.The geoid height was determined by GEOID99. AL7786 AL7786.The dynamic height is computed by dividing the NAVD 88 AL7786.geopotential number by the normal gravity value computed on the AL7786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7786.degrees latitude (g = 980.6199 gals.). AL7786 AL7786.The modeled gravity was interpolated from observed gravity values. AL7786 AL7786; North East Units Estimated Accuracy AL7786;SPC FL W - 409,860. 166,080. MT (+/- 180 meters Scaled) AL7786 AL7786 SUPERSEDED SURVEY CONTROL AL7786 AL7786.No superseded survey control is available for this station. AL7786 AL7786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM677015(NAD 83) AL7786_MARKER: DD = SURVEY DISK AL7786_SETTING: 31 = CONCRETE GUARDRAIL AL7786_STAMPING: BM I 75 T 27 AL7786_MARK LOGO: FLDT AL7786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7786+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AL7786 AL7786 HISTORY - Date Condition Report By AL7786 HISTORY - 1986 MONUMENTED FLDT AL7786 HISTORY - 20030310 GOOD USPSQD AL7786 AL7786 STATION DESCRIPTION AL7786 AL7786'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1986 AL7786'11.55 MI NNE FROM TAMPA. AL7786'FROM THE INTERSTATE ROUTE 75 AND INTERSTATE ROUTE 4 INTERCHANGE, AL7786'ABOUT 9.0 MILES NORTHEAST OF TAMPA -- GO NORTH ALONG INTERSTATE ROUTE AL7786'75 FOR 2.55 MILES TO THE BRIDGES OVER HARNEY ROAD AND THE MARK. IT AL7786'IS SET IN THE TOP OF THE EAST CONCRETE GUARDRAIL OF THE NORTHBOUND AL7786'BRIDGE, 10.3 FEET EAST OF THE EAST EDGE OF THE NORTHBOUND LANES AND AL7786'10.4 FEET NORTH OF THE SOUTH END OF THE CONCRETE GUARDRAIL. AL7786'THE MARK IS 3.0 FT ABOVE ROAD. AL7786 AL7786 STATION RECOVERY (2003) AL7786 AL7786'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AL7786'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AL7787 *********************************************************************** AL7787 DESIGNATION - I75 U 27 AL7787 PID - AL7787 AL7787 STATE/COUNTY- FL/HILLSBOROUGH AL7787 USGS QUAD - THONOTOSASSA (1987) AL7787 AL7787 *CURRENT SURVEY CONTROL AL7787 ___________________________________________________________________ AL7787* NAD 83(1986)- 28 01 57. (N) 082 20 42. (W) SCALED AL7787* NAVD 88 - 17.099 (meters) 56.10 (feet) POSTED AL7787 ___________________________________________________________________ AL7787 GEOID HEIGHT- -25.22 (meters) GEOID99 AL7787 DYNAMIC HT - 17.070 (meters) 56.00 (feet) COMP AL7787 MODELED GRAV- 979,189.4 (mgal) NAVD 88 AL7787 AL7787 VERT ORDER - * POSTED, Code A , SEE BELOW AL7787 AL7787.The horizontal coordinates were scaled from a topographic map and have AL7787.an estimated accuracy of +/- 6 seconds. AL7787 AL7787.The orthometric height was determined by differential leveling AL7787.and adjusted by the National Geodetic Survey in 1992. AL7787.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7787.rate of 0.0 thru 1.0 mm/km. AL7787 AL7787.The geoid height was determined by GEOID99. AL7787 AL7787.The dynamic height is computed by dividing the NAVD 88 AL7787.geopotential number by the normal gravity value computed on the AL7787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7787.degrees latitude (g = 980.6199 gals.). AL7787 AL7787.The modeled gravity was interpolated from observed gravity values. AL7787 AL7787; North East Units Estimated Accuracy AL7787;SPC FL W - 409,860. 166,080. MT (+/- 180 meters Scaled) AL7787 AL7787 SUPERSEDED SURVEY CONTROL AL7787 AL7787.No superseded survey control is available for this station. AL7787 AL7787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM677015(NAD 83) AL7787_MARKER: DD = SURVEY DISK AL7787_SETTING: 31 = CONCRETE GUARDRAIL AL7787_STAMPING: BM I 75 U 27 AL7787_MARK LOGO: FLDT AL7787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7787+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AL7787 AL7787 HISTORY - Date Condition Report By AL7787 HISTORY - 1986 MONUMENTED FLDT AL7787 HISTORY - 20030310 GOOD USPSQD AL7787 AL7787 STATION DESCRIPTION AL7787 AL7787'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1986 AL7787'11.55 MI NNE FROM TAMPA. AL7787'FROM THE INTERSTATE ROUTE 75 AND INTERSTATE ROUTE 4 INTERCHANGE, AL7787'ABOUT 9.0 MILES NORTHEAST OF TAMPA -- GO NORTH ALONG INTERSTATE ROUTE AL7787'75 FOR 2.55 MILES TO THE BRIDGES OVER HARNEY ROAD AND THE MARK. IT AL7787'IS SET IN THE TOP OF THE EAST CONCRETE GUARDRAIL OF THE NORTHBOUND AL7787'BRIDGE, 10.9 FEET EAST OF THE EAST EDGE OF THE NORTHBOUND LANES AND AL7787'10.3 FEET SOUTH OF THE NORTH END OF THE CONCRETE GUARDRAIL. AL7787'THE MARK IS 3.0 FT ABOVE ROAD. AL7787 AL7787 STATION RECOVERY (2003) AL7787 AL7787'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AL7787'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AL7791 *********************************************************************** AL7791 DESIGNATION - I75 V 27 AL7791 PID - AL7791 AL7791 STATE/COUNTY- FL/HILLSBOROUGH AL7791 USGS QUAD - THONOTOSASSA (1987) AL7791 AL7791 *CURRENT SURVEY CONTROL AL7791 ___________________________________________________________________ AL7791* NAD 83(1986)- 28 02 12. (N) 082 20 55. (W) SCALED AL7791* NAVD 88 - 20.261 (meters) 66.47 (feet) POSTED AL7791 ___________________________________________________________________ AL7791 GEOID HEIGHT- -25.23 (meters) GEOID99 AL7791 DYNAMIC HT - 20.230 (meters) 66.37 (feet) COMP AL7791 MODELED GRAV- 979,189.6 (mgal) NAVD 88 AL7791 AL7791 VERT ORDER - * POSTED, Code A , SEE BELOW AL7791 AL7791.The horizontal coordinates were scaled from a topographic map and have AL7791.an estimated accuracy of +/- 6 seconds. AL7791 AL7791.The orthometric height was determined by differential leveling AL7791.and adjusted by the National Geodetic Survey in 1992. AL7791.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7791.rate of 0.0 thru 1.0 mm/km. AL7791 AL7791.The geoid height was determined by GEOID99. AL7791 AL7791.The dynamic height is computed by dividing the NAVD 88 AL7791.geopotential number by the normal gravity value computed on the AL7791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7791.degrees latitude (g = 980.6199 gals.). AL7791 AL7791.The modeled gravity was interpolated from observed gravity values. AL7791 AL7791; North East Units Estimated Accuracy AL7791;SPC FL W - 410,320. 165,720. MT (+/- 180 meters Scaled) AL7791 AL7791 SUPERSEDED SURVEY CONTROL AL7791 AL7791.No superseded survey control is available for this station. AL7791 AL7791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM674019(NAD 83) AL7791_MARKER: DD = SURVEY DISK AL7791_SETTING: 31 = CONCRETE GUARDRAIL AL7791_STAMPING: BM I 75 V 27 AL7791_MARK LOGO: FLDT AL7791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7791+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AL7791 AL7791 HISTORY - Date Condition Report By AL7791 HISTORY - 1986 MONUMENTED FLDT AL7791 HISTORY - 20030310 GOOD USPSQD AL7791 AL7791 STATION DESCRIPTION AL7791 AL7791'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1986 AL7791'11.8 MI NNE FROM TAMPA. AL7791'FROM THE INTERSTATE ROUTE 75 AND INTERSTATE ROUTE 4 INTERCHANGE, AL7791'ABOUT 9.0 MILES NORTHEAST OF TAMPA -- GO NORTH ALONG INTERSTATE ROUTE AL7791'75 FOR 2.8 MILES TO THE BRIDGES OVER U.S. 301 AND THE MARK. IT IS AL7791'SET IN THE TOP EAST CONCRETE GUARDRAIL OF THE NORTHBOUND BRIDGE, 11.0 AL7791'FEET EAST OF THE EAST EDGE OF THE NORTHBOUND LANES AND 6.9 FEET NORTH AL7791'OF THE SOUTH END OF THE EAST CONCRETE GUARDRAIL. AL7791'THE MARK IS 3.0 FT ABOVE ROAD. AL7791 AL7791 STATION RECOVERY (2003) AL7791 AL7791'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AL7791'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG9260 *********************************************************************** AG9260 DESIGNATION - I75 W 25 AG9260 PID - AG9260 AG9260 STATE/COUNTY- FL/HILLSBOROUGH AG9260 USGS QUAD - RIVERVIEW (1987) AG9260 AG9260 *CURRENT SURVEY CONTROL AG9260 ___________________________________________________________________ AG9260* NAD 83(1986)- 27 48 45. (N) 082 21 08. (W) SCALED AG9260* NAVD 88 - 8.544 (meters) 28.03 (feet) POSTED AG9260 ___________________________________________________________________ AG9260 GEOID HEIGHT- -24.88 (meters) GEOID99 AG9260 DYNAMIC HT - 8.530 (meters) 27.99 (feet) COMP AG9260 MODELED GRAV- 979,168.3 (mgal) NAVD 88 AG9260 AG9260 VERT ORDER - * POSTED, Code A , SEE BELOW AG9260 AG9260.The horizontal coordinates were scaled from a topographic map and have AG9260.an estimated accuracy of +/- 6 seconds. AG9260 AG9260.The orthometric height was determined by differential leveling AG9260.and adjusted by the National Geodetic Survey in 1992. AG9260.* This is a POSTED BENCH MARK height. Code A indicates a distribution AG9260.rate of 0.0 thru 1.0 mm/km. AG9260 AG9260.The geoid height was determined by GEOID99. AG9260 AG9260.The dynamic height is computed by dividing the NAVD 88 AG9260.geopotential number by the normal gravity value computed on the AG9260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG9260.degrees latitude (g = 980.6199 gals.). AG9260 AG9260.The modeled gravity was interpolated from observed gravity values. AG9260 AG9260; North East Units Estimated Accuracy AG9260;SPC FL W - 385,480. 165,300. MT (+/- 180 meters Scaled) AG9260 AG9260 SUPERSEDED SURVEY CONTROL AG9260 AG9260.No superseded survey control is available for this station. AG9260 AG9260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL668771(NAD 83) AG9260_MARKER: DD = SURVEY DISK AG9260_SETTING: 32 = CONCRETE HEADWALL AG9260_STAMPING: BM I 75 W 25 AG9260_MARK LOGO: FLDT AG9260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG9260+STABILITY: SURFACE MOTION AG9260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG9260+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AG9260 AG9260 HISTORY - Date Condition Report By AG9260 HISTORY - 1986 MONUMENTED FLDT AG9260 HISTORY - 20030310 GOOD USPSQD AG9260 AG9260 STATION DESCRIPTION AG9260 AG9260'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1986 AG9260'7.3 MI NORTH FROM SUN CITY CENTER. AG9260'FROM THE INTERSTATE ROUTE 75 AND STATE ROAD 674 INTERCHANGE, AT SUN AG9260'CITY CENTER -- GO NORTH ALONG INTERSTATE ROUTE 75 FOR 7.3 MILES TO A AG9260'CONCRETE HEADWALL AND THE MARK. IT IS SET IN THE TOP NORTH END OF AG9260'THE EAST CONCRETE HEADWALL, 36.0 FEET NORTH OF THE SOUTH END OF THE AG9260'HEADWALL AND 31.0 FEET EAST OF THE EAST EDGE OF THE NORTHBOUND AG9260'EMERGENCY PARKING LANE. AG9260'THE MARK IS 1.7 FT SE FROM A WITNESS POST. AG9260 AG9260 STATION RECOVERY (2003) AG9260 AG9260'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AG9260'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AL7799 *********************************************************************** AL7799 DESIGNATION - I75 X 27 AL7799 PID - AL7799 AL7799 STATE/COUNTY- FL/HILLSBOROUGH AL7799 USGS QUAD - THONOTOSASSA (1987) AL7799 AL7799 *CURRENT SURVEY CONTROL AL7799 ___________________________________________________________________ AL7799* NAD 83(1986)- 28 03 14. (N) 082 21 13. (W) SCALED AL7799* NAVD 88 - 21.135 (meters) 69.34 (feet) POSTED AL7799 ___________________________________________________________________ AL7799 GEOID HEIGHT- -25.26 (meters) GEOID99 AL7799 DYNAMIC HT - 21.100 (meters) 69.23 (feet) COMP AL7799 MODELED GRAV- 979,190.4 (mgal) NAVD 88 AL7799 AL7799 VERT ORDER - * POSTED, Code A , SEE BELOW AL7799 AL7799.The horizontal coordinates were scaled from a topographic map and have AL7799.an estimated accuracy of +/- 6 seconds. AL7799 AL7799.The orthometric height was determined by differential leveling AL7799.and adjusted by the National Geodetic Survey in 1992. AL7799.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7799.rate of 0.0 thru 1.0 mm/km. AL7799 AL7799.The geoid height was determined by GEOID99. AL7799 AL7799.The dynamic height is computed by dividing the NAVD 88 AL7799.geopotential number by the normal gravity value computed on the AL7799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7799.degrees latitude (g = 980.6199 gals.). AL7799 AL7799.The modeled gravity was interpolated from observed gravity values. AL7799 AL7799; North East Units Estimated Accuracy AL7799;SPC FL W - 412,230. 165,240. MT (+/- 180 meters Scaled) AL7799 AL7799 SUPERSEDED SURVEY CONTROL AL7799 AL7799.No superseded survey control is available for this station. AL7799 AL7799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM669039(NAD 83) AL7799_MARKER: DD = SURVEY DISK AL7799_SETTING: 31 = CONCRETE GUARDRAIL AL7799_STAMPING: BM I 75 X 27 AL7799_MARK LOGO: FLDT AL7799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7799+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AL7799 AL7799 HISTORY - Date Condition Report By AL7799 HISTORY - 1986 MONUMENTED FLDT AL7799 HISTORY - 20030310 GOOD USPSQD AL7799 AL7799 STATION DESCRIPTION AL7799 AL7799'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1986 AL7799'13.05 MI NNE FROM TAMPA. AL7799'FROM THE INTERSTATE ROUTE 75 AND INTERSTATE ROUTE 4 INTERCHANGE, AL7799'ABOUT 9.0 MILES NORTHEAST OF TAMPA -- GO NORTH ALONG INTERSTATE ROUTE AL7799'75 FOR 4.05 MILES TO THE STATE ROAD 582 (FOWLER AVENUE) INTERCHANGE AL7799'AND THE MARK. IT IS SET IN THE TOP EAST CONCRETE GUARDRAIL OF THE AL7799'NORTHBOUND BRIDGE, 9.3 FEET EAST OF THE EAST EDGE OF THE NORTHBOUND AL7799'LANES AND 1.7 FEET NORTH OF THE SOUTH END OF THE EAST CONCRETE AL7799'GUARDRAIL OF THE NORTHBOUND BRIDGE. AL7799'THE MARK IS 3.0 FT ABOVE ROAD. AL7799 AL7799 STATION RECOVERY (2003) AL7799 AL7799'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AL7799'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG9313 *********************************************************************** AG9313 DESIGNATION - I75 Y 26 AG9313 PID - AG9313 AG9313 STATE/COUNTY- FL/HILLSBOROUGH AG9313 USGS QUAD - BRANDON (1987) AG9313 AG9313 *CURRENT SURVEY CONTROL AG9313 ___________________________________________________________________ AG9313* NAD 83(1986)- 27 56 28. (N) 082 19 46. (W) SCALED AG9313* NAVD 88 - 18.192 (meters) 59.68 (feet) POSTED AG9313 ___________________________________________________________________ AG9313 GEOID HEIGHT- -25.05 (meters) GEOID99 AG9313 DYNAMIC HT - 18.170 (meters) 59.61 (feet) COMP AG9313 MODELED GRAV- 979,184.2 (mgal) NAVD 88 AG9313 AG9313 VERT ORDER - * POSTED, Code B , SEE BELOW AG9313 AG9313.The horizontal coordinates were scaled from a topographic map and have AG9313.an estimated accuracy of +/- 6 seconds. AG9313 AG9313.The orthometric height was determined by differential leveling AG9313.and adjusted by the National Geodetic Survey in 1992. AG9313.* This is a POSTED BENCH MARK height. Code B indicates a distribution AG9313.rate of 1.1 thru 2.0 mm/km. AG9313 AG9313.The geoid height was determined by GEOID99. AG9313 AG9313.The dynamic height is computed by dividing the NAVD 88 AG9313.geopotential number by the normal gravity value computed on the AG9313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG9313.degrees latitude (g = 980.6199 gals.). AG9313 AG9313.The modeled gravity was interpolated from observed gravity values. AG9313 AG9313; North East Units Estimated Accuracy AG9313;SPC FL W - 399,730. 167,580. MT (+/- 180 meters Scaled) AG9313 AG9313 SUPERSEDED SURVEY CONTROL AG9313 AG9313.No superseded survey control is available for this station. AG9313 AG9313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL692913(NAD 83) AG9313_MARKER: DD = SURVEY DISK AG9313_SETTING: 31 = CONCRETE GUARDRAIL AG9313_STAMPING: BM I 75 Y 26 AG9313_MARK LOGO: FLDT AG9313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG9313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG9313+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AG9313 AG9313 HISTORY - Date Condition Report By AG9313 HISTORY - 1986 MONUMENTED FLDT AG9313 HISTORY - 20030310 GOOD USPSQD AG9313 AG9313 STATION DESCRIPTION AG9313 AG9313'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1986 AG9313'8 MI EAST FROM TAMPA. AG9313'THE MARK IS LOCATED AT THE INTERSTATE ROUTE 75 AND STATE ROAD 60 AG9313'INTERCHANGE, ABOUT 8.0 MILES EAST OF TAMPA. IT IS SET IN THE TOP AG9313'NORTH END OF THE EAST CONCRETE GUARDRAIL OF THE NORTHBOUND BRIDGE, AG9313'7.4 FEET EAST OF THE EAST EDGE OF THE NORTHBOUND ENTRANCE LANE. AG9313'THE MARK IS 3.0 FT ABOVE ROAD. AG9313 AG9313 STATION RECOVERY (2003) AG9313 AG9313'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AG9313'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG8581 *********************************************************************** AG8581 DESIGNATION - I75 Z 24 AG8581 PID - AG8581 AG8581 STATE/COUNTY- FL/HILLSBOROUGH AG8581 USGS QUAD - RUSKIN (1987) AG8581 AG8581 *CURRENT SURVEY CONTROL AG8581 ___________________________________________________________________ AG8581* NAD 83(1986)- 27 39 46. (N) 082 25 57. (W) SCALED AG8581* NAVD 88 - 9.177 (meters) 30.11 (feet) ADJUSTED AG8581 ___________________________________________________________________ AG8581 GEOID HEIGHT- -24.66 (meters) GEOID99 AG8581 DYNAMIC HT - 9.163 (meters) 30.06 (feet) COMP AG8581 MODELED GRAV- 979,152.6 (mgal) NAVD 88 AG8581 AG8581 VERT ORDER - SECOND CLASS II AG8581 AG8581.The horizontal coordinates were scaled from a topographic map and have AG8581.an estimated accuracy of +/- 6 seconds. AG8581 AG8581.The orthometric height was determined by differential leveling AG8581.and adjusted by the National Geodetic Survey in June 1991. AG8581 AG8581.The geoid height was determined by GEOID99. AG8581 AG8581.The dynamic height is computed by dividing the NAVD 88 AG8581.geopotential number by the normal gravity value computed on the AG8581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8581.degrees latitude (g = 980.6199 gals.). AG8581 AG8581.The modeled gravity was interpolated from observed gravity values. AG8581 AG8581; North East Units Estimated Accuracy AG8581;SPC FL W - 368,920. 157,330. MT (+/- 180 meters Scaled) AG8581 AG8581 SUPERSEDED SURVEY CONTROL AG8581 AG8581.No superseded survey control is available for this station. AG8581 AG8581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL587606(NAD 83) AG8581_MARKER: DD = SURVEY DISK AG8581_SETTING: 31 = CONCRETE GUARDRAIL AG8581_STAMPING: BM I 75 Z 24 AG8581_MARK LOGO: FLDT AG8581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG8581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8581+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AG8581 AG8581 HISTORY - Date Condition Report By AG8581 HISTORY - 1984 MONUMENTED FLDT AG8581 HISTORY - 20030310 GOOD USPSQD AG8581 HISTORY - 20030311 GOOD USPSQD AG8581 AG8581 STATION DESCRIPTION AG8581 AG8581'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8581'7.55 MI SOUTH FROM RUSKIN. AG8581'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 674, AG8581'ABOUT 3.0 MILES EAST SOUTHEAST OF RUSKIN, GO SOUTHWEST ON INTERSTATE AG8581'ROUTE 75 FOR 4.55 MILES TO THE SOUTH END OF THE INTERSTATE ROUTE 75 AG8581'BRIDGES OVER LITTLE MANATEE RIVER AND THE MARK. IT IS SET IN THE TOP AG8581'OF THE EAST CONCRETE GUARDRAIL OF THE NORTHBOUND BRIDGE, 11.8 FEET AG8581'EAST OF THE EAST EDGE OF THE NORTHBOUND LANES, 6.1 FEET NORTH OF THE AG8581'SOUTH END OF THE CONCRETE GUARDRAIL AND 1.9 FEET SOUTH OF EXPANSION AG8581'JOINT. AG8581 AG8581 STATION RECOVERY (2003) AG8581 AG8581'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AG8581'RECOVERED IN GOOD CONDITION. AG8581 AG8581 STATION RECOVERY (2003) AG8581 AG8581'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AG8581'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG9314 *********************************************************************** AG9314 DESIGNATION - I75 Z 26 AG9314 PID - AG9314 AG9314 STATE/COUNTY- FL/HILLSBOROUGH AG9314 USGS QUAD - BRANDON (1987) AG9314 AG9314 *CURRENT SURVEY CONTROL AG9314 ___________________________________________________________________ AG9314* NAD 83(1986)- 27 57 01. (N) 082 19 41. (W) SCALED AG9314* NAVD 88 - 25.340 (meters) 83.14 (feet) POSTED AG9314 ___________________________________________________________________ AG9314 GEOID HEIGHT- -25.07 (meters) GEOID99 AG9314 DYNAMIC HT - 25.300 (meters) 83.01 (feet) COMP AG9314 MODELED GRAV- 979,185.1 (mgal) NAVD 88 AG9314 AG9314 VERT ORDER - * POSTED, Code B , SEE BELOW AG9314 AG9314.The horizontal coordinates were scaled from a topographic map and have AG9314.an estimated accuracy of +/- 6 seconds. AG9314 AG9314.The orthometric height was determined by differential leveling AG9314.and adjusted by the National Geodetic Survey in 1992. AG9314.* This is a POSTED BENCH MARK height. Code B indicates a distribution AG9314.rate of 1.1 thru 2.0 mm/km. AG9314 AG9314.The geoid height was determined by GEOID99. AG9314 AG9314.The dynamic height is computed by dividing the NAVD 88 AG9314.geopotential number by the normal gravity value computed on the AG9314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG9314.degrees latitude (g = 980.6199 gals.). AG9314 AG9314.The modeled gravity was interpolated from observed gravity values. AG9314 AG9314; North East Units Estimated Accuracy AG9314;SPC FL W - 400,740. 167,720. MT (+/- 180 meters Scaled) AG9314 AG9314 SUPERSEDED SURVEY CONTROL AG9314 AG9314.No superseded survey control is available for this station. AG9314 AG9314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL693924(NAD 83) AG9314_MARKER: DD = SURVEY DISK AG9314_SETTING: 31 = CONCRETE GUARDRAIL AG9314_STAMPING: BM I 75 Z 26 AG9314_MARK LOGO: FLDT AG9314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG9314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG9314+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AG9314 AG9314 HISTORY - Date Condition Report By AG9314 HISTORY - 1986 MONUMENTED FLDT AG9314 HISTORY - 20030310 GOOD USPSQD AG9314 AG9314 STATION DESCRIPTION AG9314 AG9314'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1986 AG9314'8.6 MI EAST FROM TAMPA. AG9314'FROM THE INTERSTATE ROUTE 75 AND STATE ROAD 60 INTERCHANGE, ABOUT 8.0 AG9314'MILES EAST OF TAMPA -- GO NORTH ALONG INTERSTATE ROUTE 75 FOR 0.6 AG9314'MILE TO THE SOUTH END OF THE INTERSTATE BRIDGES OVER THE SEABOARD AG9314'SYSTEM RAILROAD AND THE MARK. IT IS SET IN THE TOP OF THE EAST AG9314'CONCRETE GUARDRAIL OF THE NORTHBOUND BRIDGE, 11.5 FEET EAST OF THE AG9314'EAST EDGE OF THE NORTHBOUND LANES AND 7.0 FEET NORTH OF THE SOUTH END AG9314'OF THE EAST CONCRETE GUARDRAIL. AG9314'THE MARK IS 3.0 FT ABOVE ROAD. AG9314 AG9314 STATION RECOVERY (2003) AG9314 AG9314'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AG9314'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG8911 *********************************************************************** AG8911 DESIGNATION - KEY AG8911 PID - AG8911 AG8911 STATE/COUNTY- FL/HILLSBOROUGH AG8911 USGS QUAD - DOVER (1987) AG8911 AG8911 *CURRENT SURVEY CONTROL AG8911 ___________________________________________________________________ AG8911* NAD 83(1990)- 27 54 05.73977(N) 082 07 37.63472(W) ADJUSTED AG8911* NAVD 88 - 30.60 (+/-2cm) 100.4 (feet) VERTCON AG8911 ___________________________________________________________________ AG8911 LAPLACE CORR- -1.76 (seconds) DEFLEC99 AG8911 GEOID HEIGHT- -25.27 (meters) GEOID99 AG8911 AG8911 HORZ ORDER - FIRST AG8911 VERT ORDER - THIRD ? (See Below) AG8911 AG8911.The horizontal coordinates were established by classical geodetic methods AG8911.and adjusted by the National Geodetic Survey in May 1991. AG8911 AG8911.The NAVD 88 height was computed by applying the VERTCON shift value to AG8911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8911.The vertical order pertains to the superseded datum. AG8911 AG8911.The Laplace correction was computed from DEFLEC99 derived deflections. AG8911 AG8911.The geoid height was determined by GEOID99. AG8911 AG8911; North East Units Scale Converg. AG8911;SPC FL W - 395,310.945 187,485.555 MT 0.99994311 -0 03 34.2 AG8911;UTM 17 - 3,086,812.166 389,074.082 MT 0.99975187 -0 31 39.0 AG8911 AG8911|---------------------------------------------------------------------| AG8911| PID Reference Object Distance Geod. Az | AG8911| dddmmss.s | AG8911| CR8142 KEY RM 1 24.136 METERS 00638 | AG8911| CR8143 KEY RM 2 23.419 METERS 17356 | AG8911| AG8912 KEY AZ MK 375.973 METERS 35851 | AG8911|---------------------------------------------------------------------| AG8911 AG8911 SUPERSEDED SURVEY CONTROL AG8911 AG8911 NAD 83(1986)- 27 54 05.74762(N) 082 07 37.65789(W) AD( ) 1 AG8911 NGVD 29 - 30.88 (m) 101.3 (f) LEVELING 3 AG8911 AG8911.Superseded values are not recommended for survey control. AG8911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8911.See file dsdata.txt to determine how the superseded data were derived. AG8911 AG8911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8907486812(NAD 83) AG8911_MARKER: DS = TRIANGULATION STATION DISK AG8911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8911_STAMPING: KEY 1983 AG8911_MARK LOGO: FL-057 AG8911_PROJECTION: RECESSED 15 CENTIMETERS AG8911_MAGNETIC: N = NO MAGNETIC MATERIAL AG8911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8911+STABILITY: SURFACE MOTION AG8911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8911+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000 AG8911 AG8911 HISTORY - Date Condition Report By AG8911 HISTORY - 1983 MONUMENTED FL-057 AG8911 HISTORY - 1985 GOOD FL-057 AG8911 HISTORY - 1985 GOOD FL-057 AG8911 HISTORY - 20001031 GOOD FL-057 AG8911 AG8911 STATION DESCRIPTION AG8911 AG8911'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG8911'THE STATION IS LOCATED ON THE EAST SIDE OF SR 39 AND NEAR THE SOUTH AG8911'WEST CORNER OF AN OPEN PASTURE AND THE NORTHWEST CORNER OF A CITRUS AG8911'GROVE. AG8911' AG8911'TO REACH THE STATION FROM THE INTERSECTION OF SR 60 AND SR 39, PROCEED AG8911'SOUTH ON SR 39 FOR 2.55 MILES TO STATION ON LEFT. AG8911' AG8911'THE STATION IS A STANDARD HCED DISK STAMPED---KEY 1983---SET INTO THE AG8911'TOP OF A 12 INCH ROUND CONCRETE MONUMENT RECESSED 6 INCHES BELOW THE AG8911'GROUND LOCATED , 49.8 FEET WEST OF A BARBWIRE FENCE AND METAL WITNESS AG8911'POST, 12 FEET EAST OF THE CENTERLINE OF SR 39, 105.5 FEET NORTH AG8911'NORTHEAST OF A CONCRETE PIPE UNDER A DRIVEWAY, 96.5 FEEET NORTH AG8911'NORTHWEST OF A FENCE CORNER OF PASTURE, 100 FEET NORTHEAST OF EAST END AG8911'CONCRETE CROSS-DRAIN UNDER SR 39. THE UNDERGROUND MARK IS A STANDARD AG8911'HCED DISK, IT IS NOT STAMPED, IMBEDDED IN THE GROUND 3.0 FEET BELOW AG8911'THE SURFACE. AG8911' AG8911'REFERENCE MARK NUMBER 1 IS A STANDARD HCED DISK STAMPED---KEY NO 1 AG8911'1983---SET INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT RECESSED AG8911'3 INCHES BELOW THE GROUND, LOCATED 174.5 FEET NORTH OF A BARBWIRE AG8911'FENCE CORNER, 3 FEET WEST OF A BARBWIRE FENCE AND METAL WITNESS POST, AG8911'58.3 FEET EAST OF THE CENTELINE OF STATE ROAD 39. AG8911' AG8911'REFERENCE MARK NUMBER 2 IS A STANDARD HCED DISK STAMPED---KEY NO 2 AG8911'1983---SET INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT RECESSED AG8911'3 INCHES BELOW THE GROUND, LOCATED 19.5 FEET NORTH NORTHWEST OF A AG8911'BARBWIRE FENCE CORNER, 36 FEET NORTHEAST OF NORTH END CONCRETE PIPE AG8911'UNDER TURNOUT, 4 FEET WEST OF BARBWIRE FENCE AND METAL WITNESS POST, AG8911'57.5 FEET EAST OF THE CENTERLINE OF SR 39. AG8911' AG8911'AZIMUTH MARK IS A STANDARD HCED DISK STAMPED---KEY AZ MK 1983---SET AG8911'INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT RECESSED 3 INCHES AG8911'BELOW THE GROUND LOCATED, 39.0 FEET WEST OF A BARBWIRE FENCE, 23 FEET AG8911'EAST OF THE CENTERLINE OF SR 39, 43.5 FEET NORTHWEST OF A METAL AG8911'WITNESS POST, 19 FEET NORTHWEST OF NORTH END OF A METAL PIPE UNDER AG8911'TURNOUT, 66 FEET NORTHWEST OF A FENCE CORNER. TO REACH THE AZIMUTH AG8911'MARK FROM THE INTERSECTION OF STATE ROAD 60 AND STATE ROAD 39, PROCEED AG8911'SOUTH ON STATE ROAD 39 FOR 2.30 MILES TO STATION ON LEFT. AG8911 AG8911 STATION RECOVERY (1985) AG8911 AG8911'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW) AG8911'STATION, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE RECOVERED IN AG8911'GOOD CONDITION. AG8911' AG8911'THE STATION IS LOCATED ABOUT 20 MILES EAST SOUTHEAST OF THE AG8911'INTERSECTION OF INTERSTATES 4 AND 75 AND 3.5 MILES NORTH NORTHEAST OF AG8911'PINECREST. AG8911' AG8911'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 60 AND HWY AG8911'39, GO SOUTHERLY ON HWY 39 FOR ABOUT 2.3 MILES TO THE AZIMUTH MARK AG8911'ON THE LEFT, CONTINUE SOUTH ON HWY 39 FOR ABOUT 0.25 MILE TO THE AG8911'STATION ON THE LEFT. AG8911' AG8911'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---KEY 1983---SET INTO AG8911'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT RECESSED 6 INCHES BELOW AG8911'THE GROUND, LOCATED 49.8 FEET EAST OF THE CENTELINE OF HWY 39, 105.5 AG8911'FEET NORTH NORTHEAST OF A CONCRETE DRIVEWAY PIPE, 96.5 FEET NORTH AG8911'NORTHWEST OF A FENCE CORNER, 100.0 FEET NORTHEAST OF THE EAST END OF AG8911'A CONCRETE CROSS DRAIN, 12.0 FEET WEST OF A FENCE LINE AND METAL AG8911'WITNESS POST. AG8911'THE UNDERGROUND MARK IS A STANDARD H.C.E.D. DISK NOT STAMPED IN AN AG8911'IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE SURFACE. AG8911' AG8911'REFERENCE MARK NUMBER 1 IS A STANDARD H.C.E.D. DISK STAMPED---KEY NO.1 AG8911'1983---SET INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT RECESSED AG8911'4 INCHES BELOW THE GROUND, LOCATED 174.5 FEET NORTH OF A FENCE CORNER, AG8911'58.3 FEET EAST OF THE CENTERLINE OF HWY 39, 3.0 FEET WEST OF A FENCE AG8911'LINE AND METAL WITNESS POST. AG8911' AG8911'REFERENCE MARK NUMBER 2 IS A STANDARD H.C.E.D. DISK STAMPED---KEY NO.2 AG8911'1983---SET INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT RECESSED AG8911'12 INCHES BELOW THE GROUND, LOCATED 57.5 FEET EAST OF THE CENTERLINE AG8911'OF HWY 39, 36.0 FEET NORTHEAST OF THE NORTH END OF A CONCRETE PIPE, AG8911'19.5 FEET NORTH NORTHWEST OF A FENCE CORNER, 4.0 FEET WEST OF A AG8911'FENCE LINE AND METAL WITNESS POST. AG8911' AG8911'AZIMUTH MARK NUMBER 1 IS A STANDARD H.C.E.D. DISK STAMPED---KEY AZ MK AG8911'1983---SET INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT RECESSED AG8911'4 INCHES BELOW THE GROUND, LOCATED 66.0 FEET NORTHWEST OF A FENCE AG8911'CORNER, 23.0 FEET EAST OF THE CENTERLINE OF HWY 39, 39.0 FEET WEST OF AG8911'A FENCE LINE, 43.5 FEET NORTHWEST OF A METAL WITNESS POST. AG8911 AG8911 STATION RECOVERY (1985) AG8911 AG8911'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW) AG8911'STATION, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE RECOVERED IN AG8911'GOOD CONDITION. NO ANGLES AND DISTANCES WERE TAKEN AT THIS TIME. AG8911 AG8911 STATION RECOVERY (2000) AG8911 AG8911'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG8911'THE STATION IS ABOUT 8.0 MI SOUTH OF PLANT CITY, IN SECTION 5, AG8911'TOWNSHIP 30 SOUTH, RANGE 22 AG8911'EAST. AG8911' AG8911'TO REACH THE STATION FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS AG8911'STREET) AND THE AG8911'POST OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO AG8911'EAST ON U.S. HIGHWAY AG8911'92 EAST (REYNOLDS STREET), (WHICH IS A ONE-WAY STREET) FOR 0.15 MI TO AG8911'THE INTERSECTION OF AG8911'COUNTY ROAD 39 (SOUTH COLLINS STREET), TURN RIGHT ON COUNTY ROAD 39 AG8911'AND GO SOUTH FOR AG8911'5.45 MI TO THE INTERSECTION OF STATE ROAD 60, CONTINUE SOUTH ON COUNTY AG8911'ROAD 39 FOR 2.55 AG8911'MI TO THE STATION ON THE LEFT, SET IN THE TOP OF A 12-INCH ROUND AG8911'CONCRETE MONUMENT AG8911'RECESSED 0.6 FT BELOW THE LEVEL OF THE GROUND AND 3.0 FT BELOW THE AG8911'LEVEL OF COUNTY AG8911'ROAD 39. AG8911' AG8911'LOCATED 110.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD AG8911'(TIPTON ROAD A AG8911'PRIVATE DRIVE), 105.5 FT NORTHEAST OF A CONCRETE DRIVEWAY PIPE UNDER A AG8911'DIRT ROAD (TIPTON AG8911'ROAD PRIVATE DRIVE), 100.0 FT NORTHEAST OF THE EAST END OF A CONCRETE AG8911'CROSS DRAIN UNDER AG8911'COUNTY ROAD 39, 79.0 FT SOUTH-SOUTHWEST OF MARK KEY NO 1, 76.7 FT AG8911'NORTH-NORTHWEST OF AG8911'MARK KEY NO 2, 49.9 FT EAST OF THE CENTERLINE OF COUNTY ROAD 39, 37.3 AG8911'FT EAST OF A NAIL AND AG8911'HILLS COUNTY DISK IN THE EAST EDGE OF THE PAVEMENT OF COUNTY ROAD 39 AG8911'AND 12.5 FT WEST OF AG8911'A BARBED WIRE FENCE AND A METAL WITNESS POST WITH A HILLSBOROUGH AG8911'COUNTY SIGN AG8911'ATTACHED. AG8911' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG8912 *********************************************************************** AG8912 DESIGNATION - KEY AZ MK AG8912 PID - AG8912 AG8912 STATE/COUNTY- FL/HILLSBOROUGH AG8912 USGS QUAD - DOVER (1987) AG8912 AG8912 *CURRENT SURVEY CONTROL AG8912 ___________________________________________________________________ AG8912* NAD 83(1990)- 27 54 17.95106(N) 082 07 37.91164(W) ADJUSTED AG8912* NAVD 88 - 30.92 (+/-2cm) 101.4 (feet) VERTCON AG8912 ___________________________________________________________________ AG8912 LAPLACE CORR- -1.77 (seconds) DEFLEC99 AG8912 GEOID HEIGHT- -25.28 (meters) GEOID99 AG8912 AG8912 HORZ ORDER - SECOND AG8912 VERT ORDER - THIRD ? (See Below) AG8912 AG8912.The horizontal coordinates were established by classical geodetic methods AG8912.and adjusted by the National Geodetic Survey in May 1991. AG8912 AG8912.The NAVD 88 height was computed by applying the VERTCON shift value to AG8912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8912.The vertical order pertains to the superseded datum. AG8912 AG8912.The Laplace correction was computed from DEFLEC99 derived deflections. AG8912 AG8912.The geoid height was determined by GEOID99. AG8912 AG8912; North East Units Scale Converg. AG8912;SPC FL W - 395,686.829 187,478.373 MT 0.99994311 -0 03 34.3 AG8912;UTM 17 - 3,087,188.023 389,069.971 MT 0.99975188 -0 31 39.3 AG8912 AG8912 SUPERSEDED SURVEY CONTROL AG8912 AG8912 NAD 83(1986)- 27 54 17.95890(N) 082 07 37.93481(W) AD( ) 2 AG8912 NGVD 29 - 31.20 (m) 102.4 (f) LEVELING 3 AG8912 AG8912.Superseded values are not recommended for survey control. AG8912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8912.See file dsdata.txt to determine how the superseded data were derived. AG8912 AG8912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8907087188(NAD 83) AG8912_MARKER: DZ = AZIMUTH MARK DISK AG8912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8912_STAMPING: KEY AZ-MK 1983 AG8912_MARK LOGO: FL-057 AG8912_PROJECTION: RECESSED 15 CENTIMETERS AG8912_MAGNETIC: N = NO MAGNETIC MATERIAL AG8912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8912+STABILITY: SURFACE MOTION AG8912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8912+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000 AG8912 AG8912 HISTORY - Date Condition Report By AG8912 HISTORY - 1983 MONUMENTED FL-057 AG8912 HISTORY - UNK SEE DESCRIPTION AG8912 HISTORY - 20001031 GOOD FL-057 AG8912 AG8912 STATION DESCRIPTION AG8912 AG8912'DESCRIBED UNK AG8912'RECOVERED AS DESCRIBED. AG8912 AG8912 STATION RECOVERY (2000) AG8912 AG8912'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG8912'THE MARK IS ABOUT 7.75 MI SOUTH OF PLANT CITY, IN SECTION 5, TOWNSHIP AG8912'30 SOUTH, RANGE 22 AG8912'EAST. AG8912' AG8912'TO REACH THE MARK FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS AG8912'STREET) AND THE POST AG8912'OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO EAST AG8912'ON U.S. HIGHWAY 92 AG8912'EAST (REYNOLDS STREET), (WHICH IS A ONE-WAY STREET) FOR 0.15 MI TO THE AG8912'INTERSECTION OF AG8912'COUNTY ROAD 39 (SOUTH COLLINS STREET), TURN RIGHT ON COUNTY ROAD 39 AG8912'AND GO SOUTH FOR AG8912'5.45 MI TO THE INTERSECTION OF STATE ROAD 60, CONTINUE SOUTH ON COUNTY AG8912'ROAD 39 FOR 2.3 MI AG8912'TO THE MARK ON THE LEFT, SET IN THE TOP OF A 12-INCH ROUND CONCRETE AG8912'MONUMENT RECESSED AG8912'0.6 FT BELOW THE LEVEL OF THE GROUND AND 1.5 FT BELOW THE LEVEL OF AG8912'COUNTY ROAD 39. AG8912' AG8912'LOCATED 38.0 FT WEST OF A BARBED WIRE FENCE, 37.0 FT WEST OF A METAL AG8912'WITNESS POST WITH A AG8912'HILLSBOROUGH COUNTY SIGN ATTACHED, 23.0 FT EAST OF THE CENTERLINE OF AG8912'COUNTY ROAD 39, AG8912'19.2 FT NORTHWEST OF THE NORTH END OF A CROSS-DRAIN PIPE UNDER A GRASS AG8912'DRIVE LEADING TO AG8912'AN OPEN PASTURE AND 11.0 FT EAST OF A NAIL AND HILLS COUNTY DISK IN AG8912'THE EAST EDGE OF THE AG8912'PAVEMENT OF COUNTY ROAD 39. AG8912' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG8913 *********************************************************************** AG8913 DESIGNATION - KY A AG8913 PID - AG8913 AG8913 STATE/COUNTY- FL/HILLSBOROUGH AG8913 USGS QUAD - DOVER (1987) AG8913 AG8913 *CURRENT SURVEY CONTROL AG8913 ___________________________________________________________________ AG8913* NAD 83(1990)- 27 52 55.37392(N) 082 07 47.13340(W) ADJUSTED AG8913* NAVD 88 - 23.05 (+/-2cm) 75.6 (feet) VERTCON AG8913 ___________________________________________________________________ AG8913 LAPLACE CORR- -1.75 (seconds) DEFLEC99 AG8913 GEOID HEIGHT- -25.22 (meters) GEOID99 AG8913 AG8913 HORZ ORDER - SECOND AG8913 VERT ORDER - THIRD ? (See Below) AG8913 AG8913.The horizontal coordinates were established by classical geodetic methods AG8913.and adjusted by the National Geodetic Survey in May 1991. AG8913 AG8913.The NAVD 88 height was computed by applying the VERTCON shift value to AG8913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8913.The vertical order pertains to the superseded datum. AG8913 AG8913.The Laplace correction was computed from DEFLEC99 derived deflections. AG8913 AG8913.The geoid height was determined by GEOID99. AG8913 AG8913; North East Units Scale Converg. AG8913;SPC FL W - 393,145.291 187,223.510 MT 0.99994319 -0 03 38.5 AG8913;UTM 17 - 3,084,649.137 388,794.415 MT 0.99975264 -0 31 42.2 AG8913 AG8913 SUPERSEDED SURVEY CONTROL AG8913 AG8913 NAD 83(1986)- 27 52 55.38091(N) 082 07 47.15635(W) AD( ) 2 AG8913 NGVD 29 - 23.33 (m) 76.5 (f) LEVELING 3 AG8913 AG8913.Superseded values are not recommended for survey control. AG8913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8913.See file dsdata.txt to determine how the superseded data were derived. AG8913 AG8913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8879484649(NAD 83) AG8913_MARKER: DE = TRAVERSE STATION DISK AG8913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8913_STAMPING: KY-A 1984 AG8913_MARK LOGO: FL-057 AG8913_PROJECTION: RECESSED 15 CENTIMETERS AG8913_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AG8913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8913+STABILITY: SURFACE MOTION AG8913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8913+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000 AG8913 AG8913 HISTORY - Date Condition Report By AG8913 HISTORY - 1984 MONUMENTED FL-057 AG8913 HISTORY - 20001031 GOOD FL-057 AG8913 AG8913 STATION DESCRIPTION AG8913 AG8913'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW) AG8913'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF PINECREST AND ABOUT AG8913'1 MILE SOUTHWEST OF ALAFIA, IN EASTERN HILLSBOROUGH COUNTY. AG8913' AG8913'TO REACH THE STATION FROM THE INTERSECTION OF HWY 39 AND KEYSVILLE AG8913'ROAD, PROCEED SOUTH ON HWY 39 FOR ABOUT .45 MILES TO THE STATION ON AG8913'THE WEST SIDE OF THE ROAD. AG8913' AG8913'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---KY-A---SET INTO THE AG8913'TOP OF AN 8 INCH ROUND CONCRETE MONUMENT SET FLUSH WITH THE GROUND, AG8913'LOCATED 20.5 FEET WEST OF THE CENTERLINE OF HWY 39, 113.0 FEET AG8913'NORTHEAST OF A UTILITY POLE, 88.2 FEET NORTHWEST OF A POWER POLE, AG8913'72.5 FEET WEST OF A METAL WITNESS POST NEXT TO A BARBWIRE FENCE, AG8913'55.5 FEET NORTH OF A DIRT DRIVEWAY. THERE IS NO UNDERGROUND MARK, AG8913'STATION IS A COUNTY TRAVERSE STATION. AG8913 AG8913 STATION RECOVERY (2000) AG8913 AG8913'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG8913'THE MARK IS ABOUT 9.4 MI SOUTH OF PLANT CITY, IN SECTION 8, TOWNSHIP AG8913'30 SOUTH, RANGE 22 AG8913'EAST. AG8913' AG8913'TO REACH THE MARK FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS AG8913'STREET) AND THE POST AG8913'OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO EAST AG8913'ON U.S. HIGHWAY 92 AG8913'EAST (REYNOLDS STREET), (WHICH IS A ONE-WAY STREET) FOR 0.15 MI TO THE AG8913'INTERSECTION OF AG8913'COUNTY ROAD 39 (SOUTH COLLINS STREET), TURN RIGHT ON COUNTY ROAD 39 AG8913'AND GO SOUTH FOR AG8913'5.45 MI TO THE INTERSECTION OF STATE ROAD 60, CONTINUE SOUTH ON COUNTY AG8913'ROAD 39 FOR 3.95 AG8913'MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF AN 8-INCH ROUND AG8913'CONCRETE MONUMENT AG8913'RECESSED 0.6 FT BELOW THE LEVEL OF THE GROUND AND 0.7 FT BELOW THE AG8913'LEVEL OF COUNTY AG8913'ROAD 39. AG8913' AG8913'LOCATED 113.0 FT NORTHEAST OF A UTILITY POLE, 88.2 FT NORTHWEST OF A AG8913'WOOD POWER POLE AG8913'NUMBER 100-7, 72.5 FT WEST OF AND ACROSS COUNTY ROAD 39 FROM A METAL AG8913'WITNESS POST WITH AG8913'A HILLSBOROUGH COUNTY SIGN ATTACHED, 57.0 FT NORTH OF THE CENTERLINE AG8913'OF A CONCRETE AG8913'DRIVEWAY OF RESIDENCE NUMBER 8801 AND 8.0 FT WEST OF A NAIL AND HILLS AG8913'COUNTY DISK IN THE AG8913'WEST EDGE OF THE PAVEMENT OF COUNTY ROAD 39. AG8913' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG8915 *********************************************************************** AG8915 DESIGNATION - KY C AG8915 PID - AG8915 AG8915 STATE/COUNTY- FL/HILLSBOROUGH AG8915 USGS QUAD - LITHIA (1987) AG8915 AG8915 *CURRENT SURVEY CONTROL AG8915 ___________________________________________________________________ AG8915* NAD 83(1990)- 27 52 23.67008(N) 082 07 58.86687(W) ADJUSTED AG8915* NAVD 88 - 23.61 (+/-2cm) 77.5 (feet) VERTCON AG8915 ___________________________________________________________________ AG8915 LAPLACE CORR- -1.73 (seconds) DEFLEC99 AG8915 GEOID HEIGHT- -25.20 (meters) GEOID99 AG8915 AG8915 HORZ ORDER - SECOND AG8915 VERT ORDER - THIRD ? (See Below) AG8915 AG8915.The horizontal coordinates were established by classical geodetic methods AG8915.and adjusted by the National Geodetic Survey in May 1991. AG8915 AG8915.The NAVD 88 height was computed by applying the VERTCON shift value to AG8915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8915.The vertical order pertains to the superseded datum. AG8915 AG8915.The Laplace correction was computed from DEFLEC99 derived deflections. AG8915 AG8915.The geoid height was determined by GEOID99. AG8915 AG8915; North East Units Scale Converg. AG8915;SPC FL W - 392,169.764 186,901.530 MT 0.99994329 -0 03 43.9 AG8915;UTM 17 - 3,083,676.455 388,464.547 MT 0.99975355 -0 31 47.1 AG8915 AG8915 SUPERSEDED SURVEY CONTROL AG8915 AG8915 NAD 83(1986)- 27 52 23.67661(N) 082 07 58.88978(W) AD( ) 2 AG8915 NGVD 29 - 23.89 (m) 78.4 (f) LEVELING 3 AG8915 AG8915.Superseded values are not recommended for survey control. AG8915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8915.See file dsdata.txt to determine how the superseded data were derived. AG8915 AG8915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8846583676(NAD 83) AG8915_MARKER: DE = TRAVERSE STATION DISK AG8915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8915_STAMPING: KY-C 1984 AG8915_MARK LOGO: FL-057 AG8915_PROJECTION: FLUSH AG8915_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AG8915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8915+STABILITY: SURFACE MOTION AG8915_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG8915+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000 AG8915 AG8915 HISTORY - Date Condition Report By AG8915 HISTORY - 1984 MONUMENTED FL-057 AG8915 HISTORY - 20001031 GOOD FL-057 AG8915 AG8915 STATION DESCRIPTION AG8915 AG8915'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW) AG8915'THE STATION IS LOCATED ABOUT 3.2 MILES SOUTH OF THE INTERSECTION OF AG8915'HWY 39 AND STATE ROAD 60. AG8915' AG8915'TO REACH THE STATION FROM THE INTERSECTION OF HWY 39 AND AG8915'KEYSVILLE ROAD, PROCEED SOUTH ON STATE ROAD 39 FOR 1.10 MILES, AG8915'STATION IS ON THE EAST SIDE OF THE ROAD. AG8915' AG8915'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---KY-C---SET INTO AG8915'THE TOP OF AN 8 INCH ROUND CONCRETE MONUMENT SET FLUSH WITH THE AG8915'GROUND, LOCATED 46.5 FEET EAST OF THE CENTERLINE OF HWY 39, AG8915'100.0 FEET EAST OF A POWER POLE, 72.5 FEET NORTHWEST OF A TELEPHONE AG8915'POLE, 4.5 FEET WEST OF A BARBED WIRE FENCE, 4.0 FEET WEST OF A AG8915'WITNESS POST. THERE IS NO UNDERGROUND MARK, STATION IS A COUNTY AG8915'TRAVERSE STATION. AG8915 AG8915 STATION RECOVERY (2000) AG8915 AG8915'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG8915'THE MARK IS ABOUT 13.20 MI NORTH OF FORT LONESOME, 10.05 MI SOUTH OF AG8915'PLANT CITY, IN SECTION AG8915'17, TOWNSHIP 30 SOUTH, RANGE 22 EAST. AG8915' AG8915'TO REACH THE MARK FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS AG8915'STREET) AND THE POST AG8915'OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO EAST AG8915'ON U.S. HIGHWAY 92 AG8915'EAST (REYNOLDS STREET), (WHICH IS A ONE-WAY STREET) FOR 0.15 MI TO THE AG8915'INTERSECTION OF AG8915'COUNTY ROAD 39 (SOUTH COLLINS STREET), TURN RIGHT ON COUNTY ROAD 39 AG8915'AND GO SOUTH FOR AG8915'5.45 MI TO THE INTERSECTION OF STATE ROAD 60, CONTINUE SOUTH ON COUNTY AG8915'ROAD 39 FOR 4.0 MI AG8915'TO A RAILROAD CROSSING, CONTINUE SOUTH ON COUNTY ROAD 39 FOR 0.6 MI TO AG8915'THE MARK ON THE AG8915'LEFT, SET IN THE TOP OF AN 8-INCH ROUND CONCRETE MONUMENT FLUSH WITH AG8915'THE GROUND AND AG8915'0.6 FT ABOVE THE LEVEL OF COUNTY ROAD 39. AG8915' AG8915'LOCATED 100.0 FT EAST OF AND ACROSS COUNTY ROAD 39 FROM A WOOD POWER AG8915'POLE, 72.5 FT AG8915'NORTHWEST OF WOOD TELEPHONE POLE NUMBER 35722-38719, 35.2 FT EAST OF A AG8915'NAIL AND HILLS AG8915'COUNTY DISK IN THE EAST EDGE OF THE PAVEMENT OF COUNTY ROAD 39, 4.0 FT AG8915'WEST OF A BARBED AG8915'WIRE FENCE AND 3.5 FT WEST OF A METAL WITNESS POST WITH A HILLSBOROUGH AG8915'COUNTY SIGN AG8915'ATTACHED. AG8915' AG8915' AG8915' AG8915' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG8916 *********************************************************************** AG8916 DESIGNATION - KY D AG8916 PID - AG8916 AG8916 STATE/COUNTY- FL/HILLSBOROUGH AG8916 USGS QUAD - LITHIA (1987) AG8916 AG8916 *CURRENT SURVEY CONTROL AG8916 ___________________________________________________________________ AG8916* NAD 83(1990)- 27 52 12.24323(N) 082 08 16.41489(W) ADJUSTED AG8916* NAVD 88 - 18.96 (+/-2cm) 62.2 (feet) VERTCON AG8916 ___________________________________________________________________ AG8916 LAPLACE CORR- -1.71 (seconds) DEFLEC99 AG8916 GEOID HEIGHT- -25.18 (meters) GEOID99 AG8916 AG8916 HORZ ORDER - SECOND AG8916 VERT ORDER - THIRD ? (See Below) AG8916 AG8916.The horizontal coordinates were established by classical geodetic methods AG8916.and adjusted by the National Geodetic Survey in May 1991. AG8916 AG8916.The NAVD 88 height was computed by applying the VERTCON shift value to AG8916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8916.The vertical order pertains to the superseded datum. AG8916 AG8916.The Laplace correction was computed from DEFLEC99 derived deflections. AG8916 AG8916.The geoid height was determined by GEOID99. AG8916 AG8916; North East Units Scale Converg. AG8916;SPC FL W - 391,818.566 186,421.142 MT 0.99994345 -0 03 52.1 AG8916;UTM 17 - 3,083,329.254 387,981.400 MT 0.99975488 -0 31 55.1 AG8916 AG8916 SUPERSEDED SURVEY CONTROL AG8916 AG8916 NAD 83(1986)- 27 52 12.24957(N) 082 08 16.43787(W) AD( ) 2 AG8916 NGVD 29 - 19.24 (m) 63.1 (f) LEVELING 3 AG8916 AG8916.Superseded values are not recommended for survey control. AG8916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8916.See file dsdata.txt to determine how the superseded data were derived. AG8916 AG8916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8798183329(NAD 83) AG8916_MARKER: DE = TRAVERSE STATION DISK AG8916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8916_STAMPING: KY-D 1984 AG8916_MARK LOGO: FL-057 AG8916_PROJECTION: FLUSH AG8916_MAGNETIC: N = NO MAGNETIC MATERIAL AG8916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8916+STABILITY: SURFACE MOTION AG8916_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG8916+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000 AG8916 AG8916 HISTORY - Date Condition Report By AG8916 HISTORY - 1984 MONUMENTED FL-057 AG8916 HISTORY - 20001031 GOOD FL-057 AG8916 AG8916 STATION DESCRIPTION AG8916 AG8916'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW) AG8916'THE STATION IS LOCATED ABOUT 3.55 MILES SOUTH OF THE INTERSECTION OF AG8916'STATE ROAD 39 AND STATE ROAD 60. AG8916' AG8916'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 39 AND AG8916'KEYSVILLE ROAD, PROCEED SOUTH ON STATE ROAD 39 FOR 1.50 MILES, AG8916'THE STATION IS ON THE EAST SIDE OF THE ROAD. AG8916' AG8916'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---KY-D---SET INTO THE AG8916'TOP OF AN 8 INCH ROUND CONCRETE MONUMENT SET FLUSH WITH THE GROUND, AG8916'LOCATED 41.0 FEET EAST OF THE CENTERLINE OF STATE ROAD 39, 86.0 FEET AG8916'NORTHEAST OF A POWER POLE, 74.5 FEET NORTH OF A TELEPHONE POLE, 52.0 AG8916'FEET SOUTH OF THE CENTERLINE OF ALDERMAN S FORD PARK ENTRANCE, 28.0 AG8916'FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE ALDERMAN S FORD PARK AG8916'SIGN. THERE IS NO UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE AG8916'STATION. AG8916 AG8916 STATION RECOVERY (2000) AG8916 AG8916'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG8916'THE MARK IS ABOUT 12.85 MI NORTH OF FORT LONESOME, 10.4 MI SOUTH OF AG8916'PLANT CITY, IN SECTION 18, TOWNSHIP 30 SOUTH, RANGE 22 EAST. TO REACH AG8916'THE MARK FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS STREET) AND THE AG8916'POST OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO AG8916'EAST ON U.S. HIGHWAY 92 EAST (REYNOLDS STREET), (WHICH IS A ONE-WAY AG8916'STREET) FOR 0.15 MI TO THE INTERSECTION OF COUNTY ROAD 39 (SOUTH AG8916'COLLINS STREET), TURN RIGHT ON COUNTY ROAD 39 AND GO SOUTH FOR 5.45 MI AG8916'TO THE INTERSECTION OF STATE ROAD 60, CONTINUE SOUTH ON COUNTY ROAD 39 AG8916'FOR 4.0 MI TO A RAILROAD CROSSING, CONTINUE SOUTH ON COUNTY ROAD 39 AG8916'FOR AG8916'0.95 MI TO THE JUNCTION OF ALDERMAN FORD PARK DRIVE AND THE MARK ON AG8916'THE AG8916'LEFT, SET IN THE TOP OF AN 8-INCH ROUND CONCRETE MONUMENT FLUSH WITH AG8916'THE GROUND AND 0.5 FT BELOW THE LEVEL OF COUNTY ROAD 39. AG8916' AG8916'LOCATED 51.2 FT SOUTHWEST OF A NAIL AND HILLS COUNTY DISK IN THE AG8916'CENTERLINE OF ALDERMAN FORD PARK DRIVE, 28.0 FT NORTHWEST OF THE AG8916'SOUTHWEST CORNER OF THE ALDERMAN FORD PARK SIGN, 16.6 FT SOUTHEAST OF AG8916'A NAIL AND HILLS COUNTY DISK IN THE EAST EDGE OF PAVEMENT OF COUNTY AG8916'ROAD 39 AND 6.3 FT SOUTHEAST OF A STREET SIGN WITH A HILLSBOROUGH AG8916'COUNTY WITNESS SIGN ATTACHED. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG8917 *********************************************************************** AG8917 DESIGNATION - KY E AG8917 PID - AG8917 AG8917 STATE/COUNTY- FL/HILLSBOROUGH AG8917 USGS QUAD - LITHIA (1987) AG8917 AG8917 *CURRENT SURVEY CONTROL AG8917 ___________________________________________________________________ AG8917* NAD 83(1990)- 27 52 01.02316(N) 082 08 36.64567(W) ADJUSTED AG8917* NAVD 88 - 14.45 (+/-2cm) 47.4 (feet) VERTCON AG8917 ___________________________________________________________________ AG8917 LAPLACE CORR- -1.68 (seconds) DEFLEC99 AG8917 GEOID HEIGHT- -25.17 (meters) GEOID99 AG8917 AG8917 HORZ ORDER - SECOND AG8917 VERT ORDER - THIRD ? (See Below) AG8917 AG8917.The horizontal coordinates were established by classical geodetic methods AG8917.and adjusted by the National Geodetic Survey in May 1991. AG8917 AG8917.The NAVD 88 height was computed by applying the VERTCON shift value to AG8917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8917.The vertical order pertains to the superseded datum. AG8917 AG8917.The Laplace correction was computed from DEFLEC99 derived deflections. AG8917 AG8917.The geoid height was determined by GEOID99. AG8917 AG8917; North East Units Scale Converg. AG8917;SPC FL W - 391,473.838 185,867.347 MT 0.99994364 -0 04 01.5 AG8917;UTM 17 - 3,082,989.120 387,424.916 MT 0.99975642 -0 32 04.4 AG8917 AG8917 SUPERSEDED SURVEY CONTROL AG8917 AG8917 NAD 83(1986)- 27 52 01.02932(N) 082 08 36.66873(W) AD( ) 2 AG8917 NGVD 29 - 14.73 (m) 48.3 (f) LEVELING 3 AG8917 AG8917.Superseded values are not recommended for survey control. AG8917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8917.See file dsdata.txt to determine how the superseded data were derived. AG8917 AG8917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8742582989(NAD 83) AG8917_MARKER: DE = TRAVERSE STATION DISK AG8917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8917_STAMPING: KY-E 1984 AG8917_MARK LOGO: FL-057 AG8917_PROJECTION: FLUSH AG8917_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AG8917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8917+STABILITY: SURFACE MOTION AG8917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8917+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000 AG8917 AG8917 HISTORY - Date Condition Report By AG8917 HISTORY - 1984 MONUMENTED FL-057 AG8917 HISTORY - 20001031 GOOD FL-057 AG8917 AG8917 STATION DESCRIPTION AG8917 AG8917'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW) AG8917'THE STATION IS LOCATED ABOUT 3.95 MILES SOUTHWEST OF THE INTERSECTION AG8917'OF COUNTY ROAD 39 AND STATE ROAD 60. AG8917' AG8917'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 39 AND AG8917'KEYSVILLE ROAD, PROCEED SOUTH ON COUNTY ROAD 39 FOR ABOUT 1.9 MILES, AG8917'THE STATION IS ON THE WEST SIDE OF THE ROAD. AG8917' AG8917'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---KY-E---SET INTO THE AG8917'TOP OF AN 8 INCH ROUND CONCRETE MONUMENT SET FLUSH WITH THE GROUND, AG8917'LOCATED 17.0 FEET SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD 39, 117.5 AG8917'FEET NORTHEAST OF THE CORNER OF THE ALIFIA RIVER BRIDGE, 106.0 FEET AG8917'NORTH OF A TELEPHONE POLE NUMBERED 35, 3.3 FEET SOUTHEAST OF A AG8917'WITNESS SIGN AND GUARD RAIL. THERE IS NO UNDERGROUND MARK, STATION AG8917'IS A COUNTY TRAVERSE STATION. AG8917 AG8917 STATION RECOVERY (2000) AG8917 AG8917'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG8917'THE MARK IS ABOUT 12.40 MI NORTH OF FORT LONESOME, 10.8 MI SOUTH OF AG8917'PLANT CITY, IN SECTION AG8917'18, TOWNSHIP 30 SOUTH, RANGE 22 EAST. AG8917' AG8917'TO REACH THE MARK FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS AG8917'STREET) AND THE POST AG8917'OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO EAST AG8917'ON U.S. HIGHWAY 92 AG8917'EAST, (REYNOLDS STREET), (WHICH IS A ONE-WAY STREET) FOR 0.15 MI TO AG8917'THE INTERSECTION OF AG8917'COUNTY ROAD 39 (SOUTH COLLINS STREET), TURN RIGHT ON COUNTY ROAD 39 AG8917'AND GO SOUTH FOR AG8917'5.45 MI TO THE INTERSECTION OF STATE ROAD 60, CONTINUE SOUTH ON COUNTY AG8917'ROAD 39 FOR 4.0 MI AG8917'TO A RAILROAD CROSSING, CONTINUE SOUTH ON COUNTY ROAD 39 FOR 1.35 MI AG8917'TO THE MARK ON THE AG8917'RIGHT, SET IN THE TOP OF AN 8-INCH ROUND CONCRETE MONUMENT FLUSH WITH AG8917'THE GROUND AND AG8917'0.1 FT BELOW THE LEVEL OF COUNTY ROAD 39. THE MARK CAN ALSO BE AG8917'REACHED FROM THE AG8917'INTERSECTION OF COUNTY ROAD 39 AND COUNTY ROAD 640 IN PINECREST, GO AG8917'NORTH ON COUNTY AG8917'ROAD 39 FOR 1.15 MI TO THE MARK ON THE LEFT. AG8917' AG8917'LOCATED 117.5 FT NORTHEAST OF THE CORNER OF THE ALIFIA RIVER BRIDGE, AG8917'5.5 FT SOUTHWEST OF AG8917'A NAIL AND HILLS COUNTY DISK IN THE WEST EDGE OF THE PAVEMENT OF AG8917'COUNTY ROAD 39, 3.8 FT AG8917'SOUTHEAST OF A METAL WITNESS POST WITH A HILLSBOROUGH COUNTY SIGN AG8917'ATTACHED AND 3.0 FT AG8917'SOUTHEAST OF A METAL GUARDRAIL. AG8917' AG8917' AG8917' AG8917' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG6194 *********************************************************************** AG6194 TIDAL BM - This is a Tidal Bench Mark. AG6194 DESIGNATION - LMR 4 AG6194 PID - AG6194 AG6194 STATE/COUNTY- FL/HILLSBOROUGH AG6194 USGS QUAD - RUSKIN (1987) AG6194 AG6194 *CURRENT SURVEY CONTROL AG6194 ___________________________________________________________________ AG6194* NAD 83(1986)- 27 42 17. (N) 082 26 49. (W) SCALED AG6194* NAVD 88 - 4.234 (meters) 13.89 (feet) ADJUSTED AG6194 ___________________________________________________________________ AG6194 GEOID HEIGHT- -24.67 (meters) GEOID99 AG6194 DYNAMIC HT - 4.228 (meters) 13.87 (feet) COMP AG6194 MODELED GRAV- 979,158.3 (mgal) NAVD 88 AG6194 AG6194 VERT ORDER - FIRST CLASS I AG6194 AG6194.The horizontal coordinates were scaled from a topographic map and have AG6194.an estimated accuracy of +/- 6 seconds. AG6194 AG6194.The orthometric height was determined by differential leveling AG6194.and adjusted by the National Geodetic Survey in June 1991. AG6194 AG6194.This Tidal Bench Mark is designated as VM 12120 AG6194.by the Center for Operational Oceanographic Products and Services. AG6194 AG6194.The geoid height was determined by GEOID99. AG6194 AG6194.The dynamic height is computed by dividing the NAVD 88 AG6194.geopotential number by the normal gravity value computed on the AG6194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6194.degrees latitude (g = 980.6199 gals.). AG6194 AG6194.The modeled gravity was interpolated from observed gravity values. AG6194 AG6194; North East Units Estimated Accuracy AG6194;SPC FL W - 373,570. 155,920. MT (+/- 180 meters Scaled) AG6194 AG6194 SUPERSEDED SURVEY CONTROL AG6194 AG6194.No superseded survey control is available for this station. AG6194 AG6194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL573653(NAD 83) AG6194_MARKER: DD = SURVEY DISK AG6194_SETTING: 31 = SIDEWALK AG6194_STAMPING: L.MR.4 1961 JACKSONVILLE AG6194_MARK LOGO: USE AG6194_MAGNETIC: N = NO MAGNETIC MATERIAL AG6194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG6194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG6194+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2000 AG6194 AG6194 HISTORY - Date Condition Report By AG6194 HISTORY - 1961 MONUMENTED USE AG6194 HISTORY - 1966 GOOD NGS AG6194 HISTORY - 1982 GOOD FLDNR AG6194 HISTORY - 20000928 GOOD FL-057 AG6194 AG6194 STATION DESCRIPTION AG6194 AG6194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG6194'1.8 MI SW FROM RUSKIN. AG6194'ABOUT 1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 41 FROM THE POST AG6194'OFFICE AT RUSKIN, IN SECTION 18, R 19 E, T 32 S, AT THE NORTH AG6194'EAST CORNER OF THE NORTH ONE OF TWO HIGHWAY BRIDGES OVER THE AG6194'LITTLE MANATEE RIVER, 16.3 FEET NORTH OF THE CENTER LINE OF THE AG6194'HIGHWAY, ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND IN AG6194'THE TOP 15.1 FEET WEST OF THE EAST END OF THE NORTH CONCRETE AG6194'SIDEWALK OF THE BRIDGE. AG6194 AG6194 STATION RECOVERY (1982) AG6194 AG6194'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG6194'RECOVERED IN GOOD CONDITION. AG6194 AG6194 STATION RECOVERY (2000) AG6194 AG6194'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG6194'THE MARK IS ABOUT 16.8 MI SOUTH OF TAMPA, 1.5 MI SOUTHWEST OF RUSKIN, AG6194'IN SECTION 18, AG6194'TOWNSHIP 32 SOUTH, RANGE 19 EAST. AG6194' AG6194'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE AG6194'ROAD 674 (COLLEGE AG6194'AVENUE) IN RUSKIN, GO SOUTH ON U.S. HIGHWAY 41 FOR 1.15 MI TO THE MARK AG6194'ON THE LEFT, SET AG6194'FLUSH IN THE SIDEWALK IN THE NORTHEAST CORNER OF THE OLD U.S. HIGHWAY AG6194'41 BRIDGE OVER AG6194'THE LITTLE MANATEE RIVER, 0.5 FT ABOVE THE LEVEL OF U.S. HIGHWAY 41. AG6194' AG6194'LOCATED 54.0 FT NORTH OF THE NORTH EDGE OF THE NEW SOUTHBOUND BRIDGE AG6194'OVER THE LITTLE AG6194'MANATEE RIVER, 16.3 FT NORTH OF THE CENTERLINE OF THE OLD BRIDGE AND AG6194'15.1 FT WEST OF THE AG6194'EAST END OF THE CONCRETE SIDEWALK OF THE OLD BRIDGE. AG6194' AG6194'THIS MARK WAS NOT LEVELED TO AT THIS TIME. AG6194' AG6194' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG9020 *********************************************************************** AG9020 DESIGNATION - PC A AG9020 PID - AG9020 AG9020 STATE/COUNTY- FL/HILLSBOROUGH AG9020 USGS QUAD - LITHIA (1987) AG9020 AG9020 *CURRENT SURVEY CONTROL AG9020 ___________________________________________________________________ AG9020* NAD 83(1990)- 27 46 20.64726(N) 082 08 44.72402(W) ADJUSTED AG9020* NAVD 88 - 32.36 (+/-2cm) 106.2 (feet) VERTCON AG9020 ___________________________________________________________________ AG9020 LAPLACE CORR- -1.53 (seconds) DEFLEC99 AG9020 GEOID HEIGHT- -25.00 (meters) GEOID99 AG9020 AG9020 HORZ ORDER - SECOND AG9020 VERT ORDER - THIRD ? (See Below) AG9020 AG9020.The horizontal coordinates were established by classical geodetic methods AG9020.and adjusted by the National Geodetic Survey in May 1991. AG9020 AG9020.The NAVD 88 height was computed by applying the VERTCON shift value to AG9020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG9020.The vertical order pertains to the superseded datum. AG9020 AG9020.The Laplace correction was computed from DEFLEC99 derived deflections. AG9020 AG9020.The geoid height was determined by GEOID99. AG9020 AG9020; North East Units Scale Converg. AG9020;SPC FL W - 380,997.118 185,633.928 MT 0.99994372 -0 04 04.5 AG9020;UTM 17 - 3,072,516.606 387,106.219 MT 0.99975731 -0 32 02.2 AG9020 AG9020 SUPERSEDED SURVEY CONTROL AG9020 AG9020 NAD 83(1986)- 27 46 20.65109(N) 082 08 44.74650(W) AD( ) 2 AG9020 NGVD 29 - 32.64 (m) 107.1 (f) LEVELING 3 AG9020 AG9020.Superseded values are not recommended for survey control. AG9020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG9020.See file dsdata.txt to determine how the superseded data were derived. AG9020 AG9020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8710672517(NAD 83) AG9020_MARKER: DE = TRAVERSE STATION DISK AG9020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG9020_STAMPING: PC-A 1984 AG9020_MARK LOGO: FL-057 AG9020_PROJECTION: FLUSH AG9020_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG9020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG9020+STABILITY: SURFACE MOTION AG9020 AG9020 HISTORY - Date Condition Report By AG9020 HISTORY - 1985 MONUMENTED FL-057 AG9020 HISTORY - 19920813 GOOD USPSQD AG9020 HISTORY - 20001031 GOOD FL-057 AG9020 AG9020 STATION DESCRIPTION AG9020 AG9020'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW) AG9020'THE STATION IS LOCATED IN THE PICNIC AREA OF SOUTHEASTERN AG9020'HILLSBOROUGH COUNTY. AG9020' AG9020'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 640 AND AG9020'HWY 39, PROCEED SOUTH ON HWY 39 FOR ABOUT 5.5 MILES TO THE STATION ON AG9020'THE WEST SIDE OF HWY 39. AG9020' AG9020'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---PC-A---SET INTO THE AG9020'TOP OF AN 8 INCH ROUND CONCRETE MONUMENT SET FLUSH WITH THE GROUND, AG9020'LOCATED 26.9 FEET SOUTH OF THE CENTERLINE OF HAL COLDING ROAD, 135.6 AG9020'FEET SOUTHWEST OF A POWER POLE, 81.3 FEET WEST OF A TELEPHONE POLE, AG9020'38.7 FEET WEST OF THE CENTERLINE OF HWY 39, 4.2 FEET EAST OF A METAL AG9020'WITNESS POST, 5.2 FEET EAST OF A POWER POLE. THERE IS NO UNDERGROUND AG9020'MARK, STATION IS A COUNTY TRAVERSE STATION. AG9020 AG9020 STATION RECOVERY (1992) AG9020 AG9020'RECOVERY NOTE BY US POWER SQUADRON 1992 (AWM) AG9020'RECOVERED IN GOOD CONDITION. AG9020 AG9020 STATION RECOVERY (2000) AG9020 AG9020'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG9020'THE MARK IS ABOUT 17.4 MI SOUTH OF PLANT CITY, 5.85 MI NORTH OF FORT AG9020'LONESOME, IN SECTION AG9020'19, TOWNSHIP 31 SOUTH, RANGE 22 EAST. AG9020' AG9020'TO REACH THE MARK FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS AG9020'STREET) AND THE POST AG9020'OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO EAST AG9020'ON U.S. HIGHWAY 92 AG9020'EAST (REYNOLDS STREET), (WHICH IS A ONE-WAY STREET) FOR 0.15 MI TO THE AG9020'INTERSECTION OF AG9020'COUNTY ROAD 39 (SOUTH COLLINS STREET), TURN RIGHT ON COUNTY ROAD 39 AG9020'AND GO SOUTH FOR AG9020'5.45 MI TO THE INTERSECTION OF STATE ROAD 60, CONTINUE SOUTH ON COUNTY AG9020'ROAD 39 FOR 6.5 MI AG9020'TO THE INTERSECTION OF COUNTY ROAD 640 IN PINECREST, CONTINUE SOUTH ON AG9020'COUNTY ROAD 39 AG9020'FOR 5.45 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF A 12-INCH AG9020'ROUND CONCRETE AG9020'MONUMENT FLUSH WITH THE GROUND AND 0.5 FT BELOW THE LEVEL OF COUNTY AG9020'ROAD 39. THE AG9020'MARK CAN ALSO BE REACHED FROM THE COUNTY ROAD 39 HURRAH CREEK BRIDGE, AG9020'GO NORTH ON AG9020'COUNTY ROAD 39 FOR 0.6 MI TO THE MARK ON THE LEFT. AG9020' AG9020'LOCATED 81.3 FT WEST OF A TELEPHONE POLE, 38.7 FT WEST OF THE AG9020'CENTERLINE OF COUNTY ROAD AG9020'39, 27.0 FT SOUTH OF A NAIL AND HILLS COUNTY DISK IN THE CENTERLINE OF AG9020'HAL COLDING ROAD, 24.5 AG9020'FT WEST OF A NAIL AND HILLS COUNTY DISK IN THE WEST EDGE OF PAVEMENT AG9020'OF COUNTY ROAD 39 AG9020'AND 5.0 FT EAST OF A NAIL AND HILLS COUNTY DISK IN THE NORTH FACE OF A AG9020'WOOD POWER POLE AG9020'WITH A METAL WITNESS POST AND A HILLSBOROUGH COUNTY SIGN ATTACHED. AG9020' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AL6581 *********************************************************************** AL6581 DESIGNATION - PLANT CITY AL6581 PID - AL6581 AL6581 STATE/COUNTY- FL/HILLSBOROUGH AL6581 USGS QUAD - PLANT CITY EAST (1993) AL6581 AL6581 *CURRENT SURVEY CONTROL AL6581 ___________________________________________________________________ AL6581* NAD 83(1990)- 28 01 01.36422(N) 082 06 50.97770(W) ADJUSTED AL6581* NAVD 88 - 39.233 (meters) 128.72 (feet) ADJUSTED AL6581 ___________________________________________________________________ AL6581 LAPLACE CORR- -2.63 (seconds) DEFLEC99 AL6581 GEOID HEIGHT- -25.62 (meters) GEOID99 AL6581 DYNAMIC HT - 39.175 (meters) 128.53 (feet) COMP AL6581 MODELED GRAV- 979,176.4 (mgal) NAVD 88 AL6581 AL6581 HORZ ORDER - SECOND AL6581 VERT ORDER - FIRST CLASS II AL6581 AL6581.The horizontal coordinates were established by classical geodetic methods AL6581.and adjusted by the National Geodetic Survey in May 1991. AL6581 AL6581.The orthometric height was determined by differential leveling AL6581.and adjusted by the National Geodetic Survey in June 1991. AL6581 AL6581.The Laplace correction was computed from DEFLEC99 derived deflections. AL6581 AL6581.The geoid height was determined by GEOID99. AL6581 AL6581.The dynamic height is computed by dividing the NAVD 88 AL6581.geopotential number by the normal gravity value computed on the AL6581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6581.degrees latitude (g = 980.6199 gals.). AL6581 AL6581.The modeled gravity was interpolated from observed gravity values. AL6581 AL6581; North East Units Scale Converg. AL6581;SPC FL W - 408,103.117 188,773.386 MT 0.99994273 -0 03 13.1 AL6581;UTM 17 - 3,099,590.903 390,466.289 MT 0.99974808 -0 31 24.3 AL6581 AL6581: Primary Azimuth Mark Grid Az AL6581:SPC FL W - I4 72 A01 083 01 47.7 AL6581:UTM 17 - I4 72 A01 083 29 58.9 AL6581 AL6581|---------------------------------------------------------------------| AL6581| PID Reference Object Distance Geod. Az | AL6581| dddmmss.s | AL6581| AL6582 PLANT CITY RM 1 33.575 METERS 06548 | AL6581| AL6587 I4 72 A01 483.617 METERS 0825834.6 | AL6581| AL6579 PLANT CITY AZ MK 0844544.8 | AL6581| AL6586 D 18 88.705 METERS 09950 | AL6581| AG1244 CORONET PHOSPHATE CO TALL STK APPROX. 4.5 KM 1343645.6 | AL6581| AG1243 CORONET PHOSPHATE CO TANK APPROX. 4.4 KM 1355452.6 | AL6581| AG1242 CORONET PHOSPHATE CO LOW STACK APPROX. 4.3 KM 1362646.9 | AL6581| AL0475 PLANT CITY PRESB CHURCH BELFRY APPROX. 1.2 KM 2642509.5 | AL6581| AL6583 PLANT CITY RM 2 34.632 METERS 27054 | AL6581| AL0474 PLANT CITY FIRST METH CH SPIRE APPROX. 1.0 KM 2713555.5 | AL6581| AL0472 PLANT CITY BAPTIST CH BELFRY APPROX. 1.0 KM 2731827.7 | AL6581| AL0471 PLANT CITY SMALL MUNICIPAL TK APPROX. 0.8 KM 2874925.6 | AL6581| AL0470 PLANT CITY LARGE MUNICIPAL TK APPROX. 0.8 KM 2900331.7 | AL6581|---------------------------------------------------------------------| AL6581 AL6581 SUPERSEDED SURVEY CONTROL AL6581 AL6581 NAD 83(1986)- 28 01 01.37051(N) 082 06 50.99906(W) AD( ) 2 AL6581 NAD 27 - 28 01 00.29700(N) 082 06 51.68100(W) AD( ) 2 AL6581 NGVD 29 - 39.492 (m) 129.57 (f) ADJUSTED 1 2 AL6581 AL6581.Superseded values are not recommended for survey control. AL6581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6581.See file dsdata.txt to determine how the superseded data were derived. AL6581 AL6581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL9046699591(NAD 83) AL6581_MARKER: DS = TRIANGULATION STATION DISK AL6581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6581_STAMPING: PLANT CITY 1937 AL6581_MARK LOGO: CGS AL6581_PROJECTION: FLUSH AL6581_MAGNETIC: N = NO MAGNETIC MATERIAL AL6581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6581+STABILITY: SURFACE MOTION AL6581_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AL6581+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000 AL6581 AL6581 HISTORY - Date Condition Report By AL6581 HISTORY - 1937 MONUMENTED CGS AL6581 HISTORY - 1943 GOOD CGS AL6581 HISTORY - 1947 GOOD CGS AL6581 HISTORY - 1958 GOOD CGS AL6581 HISTORY - 1960 GOOD CGS AL6581 HISTORY - 1974 GOOD FLDT AL6581 HISTORY - 1975 GOOD NGS AL6581 HISTORY - 1978 GOOD NGS AL6581 HISTORY - 1981 GOOD FL-057 AL6581 HISTORY - 1983 GOOD LOCENG AL6581 HISTORY - 1983 GOOD FL-057 AL6581 HISTORY - 1988 GOOD USPSQD AL6581 HISTORY - 19901020 GOOD FLDNR AL6581 HISTORY - 19930122 GOOD USPSQD AL6581 HISTORY - 20001031 GOOD FL-057 AL6581 HISTORY - 20010318 GOOD USPSQD AL6581 AL6581 STATION DESCRIPTION AL6581 AL6581'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RAE) AL6581'STATION IS IN THE EASTERN PART OF PLANT CITY, ON THE AL6581'RIGHT-OF-WAY OF THE ATLANTIC COAST LINE RAILROAD, AT THE AL6581'INTERSECTION OF WARNELL STREET AND THE RAILROAD CROSSING. IT AL6581'IS 26 FEET E OF THE CENTER LINE OF WARNELL STREET, 13 FEET E OF AL6581'E CURB, 26 FEET S OF RIGHT-OF-WAY FENCE LINE, 72.8 FEET N OF THE AL6581'N RAIL OF MAIN LINE TRACKS. MARK PROJECTS 2 INCHES. AL6581' AL6581'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD AL6581'BRONZE DISKS SET IN CONCRETE. AL6581' AL6581'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 130 FEET E OF THE AL6581'CENTER LINE OF WARNELL STREET, 1 FOOT S OF THE RIGHT-OF-WAY AL6581'FENCE. MARK PROJECTS 2 INCHES. AL6581' AL6581'REFERENCE MARK NO. 2 IS WNW OF THE STATION, 90 FEET W OF THE CENTER AL6581'LINE OF WARNELL STREET, 3 FEET S OF THE RIGHT-OF-WAY FENCE. MARK AL6581'PROJECTS 2 INCHES. AL6581' AL6581'AZIMUTH MARK IS E OF THE STATION, AT THE NEXT CROSSING E OF AL6581'THE STATION, ABOUT 100 YARDS ESE OF THE ATLANTIC COAST LINE AL6581'RAILROAD WATER TANK, 22 FEET W OF THE CENTER LINE OF PAVED ROAD, AL6581'10 FEET N OF RIGHT-OF-WAY FENCE, 87 FEET S OF THE S RAIL OF MAIN AL6581'LINE TRACKS. MARK PROJECTS 2 INCHES. AL6581' AL6581'TO REACH FROM CENTER OF TOWN, GO E TO WARNELL STREET. THENCE AL6581'S TO ATLANTIC COAST LINE RAILROAD CROSSING AND THE STATION ON LEFT. AL6581' AL6581'HEIGHT OF LIGHT ABOVE STATION MARK 33.8 METERS. AL6581 AL6581 STATION RECOVERY (1943) AL6581 AL6581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS) AL6581'RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING DISCREPANCIES. AL6581' AL6581'1. THE STATION IS 70.2 FEET FROM N RAIL OF TRACK, NOT 72.8 FEET. AL6581' AL6581'2. AZIMUTH MARK IS FLUSH WITH GROUND, NOT EXTENDING 2 INCHES AL6581'ABOVE GROUND. AL6581 AL6581 STATION RECOVERY (1947) AL6581 AL6581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GBG) AL6581'STATION IS IN THE E PART OF PLANT CITY, ON THE RIGHT-OF-WAY OF AL6581'THE ATLANTIC COAST LINE RAILROAD, 0.5 MILE E OF THE UNION AL6581'STATION, AT THE WARNELL STREET CROSSING. IT IS 26 FEET E OF THE AL6581'CENTER LINE OF WARNELL STREET, 13 FEET E OF E CURB, 26 FEET S OF AL6581'RIGHT-OF-WAY FENCE LINE, AND 72.8 FEET N OF N RAIL OF MAIN AL6581'TRACK. MARK, A BRONZE STATION DISK, PROJECTS ABOUT 2 INCHES. AL6581' AL6581'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE AL6581'DISKS SET IN CONCRETE POSTS. AL6581' AL6581'REFERENCE MARK 1 IS 110.19 FEET ENE OF THE STATION, 130 FEET E AL6581'OF THE CENTER LINE OF WARNELL STREET, AND 1 FOOT S OF THE AL6581'RIGHT-OF-WAY FENCE. MARK, A BRONZE REFERENCE DISK, IS FLUSH AL6581'WITH THE GROUND. AL6581' AL6581'REFERENCE MARK 2 IS 113.77 FEET WNW OF THE STATION, IN A AL6581'LUMBERYARD, 90 FEET W OF THE CENTER LINE OF WARNELL STREET, AL6581'AND 3 FEET S OF THE RIGHT-OF-WAY FENCE. MARK, A BRONZE AL6581'REFERENCE DISK, PROJECTS 2 INCHES. AL6581' AL6581'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE E OF THE STATION, AT AL6581'THE SECOND CROSSING E OF THE STATION, ABOUT 100 YARDS ESE OF THE AL6581'ATLANTIC COAST LINE RAILROAD WATER TANK, 22 FEET W OF THE AL6581'CENTER LINE OF PAVED ROAD, 10 FEET N OF E END OF RIGHT-OF-WAY AL6581'FENCE, AND 87 FEET S OF S RAIL OF MAIN TRACK. MARK, A BRONZE AL6581'AZIMUTH DISK, PROJECTS 2 INCHES. AL6581' AL6581'BENCH MARK D 18 1933 (U.S.C. AND G.S.) IS 290.94 FEET SE OF AL6581'THE STATION, S 80 DEG 10 MIN 10 SEC E. (SEE DESCRIPTION AL6581'THEREOF.) AL6581' AL6581'TO REACH FROM THE CENTER OF TOWN, GO E TO WARNELL STREET, AL6581'THENCE S TO ATLANTIC COAST LINE RAILROAD CROSSING AND STATION AL6581'ON THE LEFT. AL6581 AL6581 STATION RECOVERY (1958) AL6581 AL6581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW) AL6581'THIS STATION WAS RECOVERED IN APRIL, 1958. THE STATION, AL6581'REFERENCE MARKS 1 AND 2 WERE FOUND TO BE IN GOOD CONDITION. THE AL6581'AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED. IT WAS AL6581'PROBABLY DESTROYED WHEN A DRAINAGE DITCH WAS PUT IN. AL6581' AL6581'THE STATION IS LOCATED IN PLANT CITY AT THE INTERSECTION OF AL6581'WARNELL STREET AND THE ATLANTIC COAST LINE RAILROAD, 70 FT. N AL6581'OF THE N RAIL OF THE MAIN TRACK, 55 FT. N OF THE N RAIL OF A SIDE AL6581'TRACK, 25 FT. E OF THE CENTERLINE OF WARNELL STREET, 13 FT. E OF AL6581'THE E CURB OF WARNELL STREET AND 49 FT. E OF TELEPHONE POLE AL6581'372. A TRIANGULATION-STATION DISK SET IN THE TOP OF A SQUARE AL6581'CONCRETE POST WHICH IS 0.1 FT. BELOW THE TOP OF THE GROUND, AL6581'STAMPED PLANT CITY 1937. AL6581' AL6581'REFERENCE MARK 1 IS 110.19 FT. E-NE OF THE STATION, 94.5 AL6581'FT. N OF THE N RAIL OF THE MAIN TRACK, 80 FT. N OF THE N RAIL OF A AL6581'SIDE TRACK, 128.5 FT. E OF THE CENTERLINE OF WARNELL STREET, 116 AL6581'FT. E OF THE E CURB OF WARNELL STREET AND 33 FT. E OF TELEPHONE AL6581'POLE 8559. A REFERENCE-MARK DISK SET IN THE TOP OF A SQUARE AL6581'CONCRETE POST WHICH IS 0.1 FT. BELOW THE TOP OF THE GROUND, AL6581'STAMPED PLANT CITY NO 1 1937. AL6581' AL6581'REFERENCE MARK 2 IS 113.77 FT. W-NW OF THE STATION, 93 FT. N AL6581'OF THE N RAIL OF THE MAIN TRACK, 78 FT. N OF THE N RAIL OF A SIDE AL6581'TRACK, 88 FT. W OF THE CENTERLINE OF WARNELL STREET, 75.5 FT. W OF AL6581'THE W CURB OF WARNELL STREET, 64.5 FT. W-NW OF TELEPHONE POLE 372 AL6581'AND 103 FT. NE OF THE NE CORNER OF A LOADING PLATFORM. A AL6581'REFERENCE-MARK DISK SET IN THE TOP OF A SQUARE CONCRETE POST AL6581'WHICH IS 0.1 FT. BELOW THE TOP OF THE GROUND, STAMPED PLANT CITY AL6581'NO 2 1937. AL6581 AL6581 STATION RECOVERY (1960) AL6581 AL6581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW) AL6581'THIS STATION, R.M. 1 AND R.M. 2 WERE RECOVERED AS DESCRIBED IN AL6581'APRIL 1958. STEEL WITNESS POSTS WERE SET BY ALL MARKS. AL6581 AL6581 STATION RECOVERY (1974) AL6581 AL6581'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974 AL6581'AT PLANT CITY. AL6581'AT PLANT CITY, AT THE INTERSECTION OF WARNELL STREET AND THE AL6581'ATLANTIC COAST LINE RAILROAD, TO STATION MARK, WHICH IS 70.0 AL6581'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 55.0 FEET AL6581'NORTH OF THE NORTH RAIL OF A SIDE TRACK, 25.0 FEET EAST OF THE AL6581'CENTERLINE OF WARNELL STREET, AND 49.0 FEET EAST OF TELEPHONE AL6581'POLE 372. SET IN THE TOP OF A ROUND CONCRETE POST 0.1 FOOT AL6581'UNDERGROUND. AL6581 AL6581 STATION RECOVERY (1975) AL6581 AL6581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN) AL6581'STATION MARK, BENCH MARK D 18 1933, REFERENCE MARK 1 AND 2 WERE AL6581'RECOVERED AND FOUND IN GOOD CONDITION. A SHORTER DISTANCE OF .04 AL6581'FEET WAS MEASURED TO REFERENCE MARK 1. A SHORTER DISTANCE OF .03 AL6581'FEET WAS MEASURED TO REFERENCE MARK 2. THE DISTANCE TO BM D 18 AL6581'1933 CHECKED. AZIMUTH MARK WAS SEARCHED FOR, BUT HAS BEEN AL6581'DESTROYED BY DITCH THAT WAS DUG. THE DIRECTION BETWEEN MARKS AL6581'WAS OBSERVED AND CHECKED THE ORIGINAL DESCRIPTION. DUE TO AL6581'CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS. AL6581' AL6581'THE STATION IS LOCATED 3/4 MILE EAST OF THE DOWNTOWN BUSINESS AL6581'SECTION OF PLANT CITY AND IN THE NORTHEAST ANGLE OF INTERSECTION AL6581'WHERE THE SEABOARD COAST LINE RAILROAD TRACK CROSSES WARNELL AL6581'STREET. AL6581' AL6581'STATION MARK, A STANDARD DISK STAMPED PLANT CITY 1937, IS SET AL6581'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS SET AL6581'1-INCH BELOW THE GROUND SURFACE. IT IS 83 FEET NORTH-NORTHEAST OF AL6581'THE RAILROAD CROSSING, 70 FEET NORTH-NORTHWEST OF THE NORTH RAIL AL6581'OF TRACK, 24.5 FEET EAST OF THE CENTER OF WARNELL STREET, 19.7 AL6581'FEET SOUTH OF A TELEPHONE JUNCTION BOX, 2.5 FEET SOUTH OF A AL6581'METAL WITNESS POST AND 1.4 FEET NORTH OF A METAL WITNESS POST. AL6581' AL6581'REFERENCE MARK 1, A STANDARD DISK STAMPED PLANT CITY NO 1 1937, AL6581'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS AL6581'SET 1-INCH BELOW THE GROUND SURFACE. IT IS 125 FEET EAST-SOUTHEAST AL6581'OF THE CENTER OF WARNELL STREET, 95 FEET NORTH-NORTHWEST OF THE AL6581'NORTH RAIL OF THE TRACK, 69 FEET SOUTH OF THE SOUTHWEST CORNER OF AL6581'A CONCRETE BLOCK GARAGE, 33 FEET EAST OF A UTILITY POLE, 1.1 FEET AL6581'WEST OF A METAL WITNESS POST AND IN FENCE LINE AND HEDGE ROW. AL6581' AL6581'REFERENCE MARK 2, A STANDARD DISK STAMPED PLANT CITY NO 2 1937, IS AL6581'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS SET AL6581'3-INCHES BELOW THE GROUND SURFACE. IT IS 93.5 FEET NORTH-NORTHWEST AL6581'OF THE NORTH RAIL OF RAILROAD TRACK, 89 FEET WEST OF THE CENTER OF AL6581'WARNELL STREET, 39 FEET WEST-SOUTHWEST OF UTILITY POLE, 1.8 FEET AL6581'EAST OF A METAL WITNESS POST AND IN FENCE LINE AND HEDGE AL6581'ROW. AL6581' AL6581'BENCH MARK D 18, A STANDARD DISK STAMPED D 18 1933 129.865, IS AL6581'SET IN THE TOP OF A CONCRETE POST THAT IS SET FLUSH WITH THE GROUND AL6581'SURFACE. IT IS 94 FEET SOUTHWEST OF A FENCE CORNER, 41 FEET AL6581'SOUTHWEST OF A RAILROAD CROSSING, 28.5 FEET SOUTH OF THE SOUTH AL6581'RAIL OF TRACK, 22.5 FEET WEST OF THE CENTER OF GORDON STREET AL6581'AND 1.2 FEET EAST OF A METAL WITNESS POST. AL6581' AL6581'RM 1 TO RM 2 OBSTRUCTED BY TREES AND BRUSH. AL6581' AL6581'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AL6581'IN PLANT CITY. AL6581 AL6581 STATION RECOVERY (1978) AL6581 AL6581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AL6581'RECOVERED IN GOOD CONDITION. AL6581 AL6581 STATION RECOVERY (1981) AL6581 AL6581'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1981 (SW) AL6581'PLANT CITY 1937 RECOVERED GOOD. AL6581' AL6581'DISTANCE AND DIRECTION FROM NEAREST TOWN--EASTERN PART OF PLANT AL6581'CITY. AL6581 AL6581 STATION RECOVERY (1983) AL6581 AL6581'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (KWT) AL6581'PLANT CITY 1937 RECOVERED GOOD. AL6581' AL6581'AT THE INTERSECTION OF WARNELL STREET AND THE SEABOARD COAST LINE AL6581'R.R. 25.3 FEET EAST OF THE CENTERLINE OF WARNELL STREET, MEASURED AL6581'AT RIGHT ANGLES. 71.8 FEET NORTH OF THE NORTH RAI. OF THE MAIN AL6581'TRACK, MEASURED PARALLEL TO WARNELL STREET. 70.0 FEET NORTH OF AL6581'THE NORTH RAIL OF THE MAIN TRACK MEASURED AT RIGHT ANGLES TO THE AL6581'TRACK. AL6581' AL6581'A STANDARD TRIANGULATION DISK STAMPED PLANT CITY 1937 AND SET IN AL6581'THE TOP OF A 1 FOOT SQUARE CONC POST 21 FEET SOUTH OF METAL WITNESS AL6581'POST. AL6581 AL6581 STATION RECOVERY (1983) AL6581 AL6581'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AL6581'STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND IN FAIR AL6581'CONDITION. REFERENCE MARK 2 WAS FOUND TO BE .036 METERS SHORTER. A AL6581'NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME, E18 1933. AZIMUTH MARK AL6581'D18 1933 WAS RECOVERED IN POOR CONDITION, DISC HAS BEEN DEFACED AND AL6581'MEASURED 0.023 METERS LONGER. AL6581' AL6581'THE STATION IS LOCATED 20 MILES EAST OF THE INTERSECTION OF AL6581'INTERSTATES 4 AND 275, 1 MILE SOUTH OF INTERSTATE 4. AL6581' AL6581'TO REACH THE STATION FROM THE COUNTY COURT HOUSE ANNEX IN PLANT CITY, AL6581'GO EAST ON EAST REYNOLDS STREET 0.35 MILES TO WARNELL STREET, THEN AL6581'SOUTH ON WARNELL STREET FOR 0.05 MILES TO STATION ON LEFT. AL6581' AL6581'THE STATION IS A STANDARD U.S.C.G.S. DISK STAMPED---PLANT CITY 1937--- AL6581'SET INTO THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT SET FLUSH WITH AL6581'THE GROUND, LOCATED 71 FEET, 21.64 METERS, NORTH OF THE NORTH RAIL OF AL6581'SEABOARD COASTLINE RAILROAD, 26 FEET, 7.92 METERS, EAST OF THE AL6581'CENTERLINE OF WARNELL STREET, 19.8 FEET, 6.04 METERS, SOUTH OF A GTE AL6581'CABLE BOX, 2.1 FEET, 0.64 METERS, SOUTH OF A METAL WITNESS POST. THE AL6581'UNDERGROUND MARK IS A STANDARD U.S.C.G.S. DISK STAMPED---PLANT CITY AL6581'1937---SET IN AN IRREGULAR MASS OF CONCRETE 3.5 FEET BELOW THE GROUND. AL6581' AL6581'REFERENCE MARK 1 IS A STANDARD U.S.C.G.S. DISK STAMPED---PLANT CITY AL6581'NO. 1 1937---SET INTO THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT AL6581'RECESSED 2 INCHES BELOW THE GROUND, LOCATED 132 FEET, 40.23 METERS, AL6581'EAST OF THE CENTERLINE OF WARNELL STREET, 96 FEET, 29.26 METERS, NORTH AL6581'OF NORTH RAIL OF SEABOARD COASTLINE RAILROAD TRACKS, 0.5 FEET, 0.15 AL6581'METERS, SOUTH OF A METAL WITNESS POST, AND IS 0.24 FEET HIGHER THAN AL6581'THE STATION. AL6581' AL6581'REFERENCE MARK 2 IS A STANDARD U.S.C.G.S. DISK STAMPED---PLANT CITY AL6581'NO. 2 1937---SET INTO THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT AL6581'RECESSED 2 INCHES BELOW THE GROUND, LOCATED 93.5 FEET, 28.50 METERS, AL6581'NORTH OF NORTH RAIL OF SEABOARD COASTLINE RAILROAD TRACKS, 88.8 FEET, AL6581'27.07 METERS, WEST OF THE CENTERLINE OF WARNELL STREET, 1.8 FEET, 0.55 AL6581'METERS, EAST OF A METAL WITNESS POST, AND 1.5 FEET LOWER THAN THE AL6581'STATION. AL6581' AL6581'REFERENCE MARK 3 IS A STANDARD U.S.C.G.S. DISK STAMPED---D18 1933 AL6581'129.865---SET INTO THE TOP OF A 18 INCH SQUARE CONCRETE MONUMENT AL6581'RECESSED 4 INCHES BELOW THE GROUND, LOCATED 22.1 FEET, 6.74 METERS, AL6581'WEST OF THE CENTERLINE OF SOUTH GORDON STREET, 28.4 FEET, 8.66 METERS, AL6581'SOUTH OF THE SOUTH RAIL OF RAILROAD TRACKS, 30 FEET, 9.14 METERS, EAST AL6581'OF TELEGRAPH POLE, AND 0.25 FEET HIGHER THAN THE STATION. AL6581' AL6581'AZIMUTH MARK IS A STANDARD U.S.C.G.S. DISK STAMPED---E18 1933 130.918 AL6581'---SET INTO THE TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT RECESSED 1 AL6581'INCH BELOW THE GROUND, LOCATED 59.9 FEET, 18.26 METERS, WEST OF THE AL6581'WEST RAIL OF TRACKS, 23.8 FEET, 7.25 METERS, SOUTH OF THE SOUTH RAIL AL6581'OF TRACKS, 17.2 FEET, 5.24 METERS, SOUTHEAST OF THE SOUTH EAST CORNER AL6581'OF RAILROAD WARING LIGHT BASE, 13.8 FEET, 4.21 METERS, NORTH OF A AL6581'METAL WITNESS POST. TO REACH THE STATION GO NORTH ON WARNELL STREET AL6581'FOR 0.05 MILES TO THE INTERSECTION OF REYNOLDS STREET AND WARNELL AL6581'STREET GO THRU THE INTERSECTION AL6581 AL6581 STATION RECOVERY (1988) AL6581 AL6581'RECOVERY NOTE BY US POWER SQUADRON 1988 (LBD) AL6581'RECOVERED IN GOOD CONDITION. AL6581 AL6581 STATION RECOVERY (1990) AL6581 AL6581'RECOVERY NOTE BY FL DEPT OF NAT RES 1990 AL6581'THE MARK IS IN PLANT CITY AT THE INTERSECTION OF WARNELL STREET AND AL6581'THE ATLANTIC COAST LINE RAILROAD IN SECTION 28, T 28 S, R 22 E. AL6581'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 WEST (W. AL6581'BAKER STREET) AND STATE ROAD 39 (N. WHEELER STREET), GO SOUTH ON AL6581'STATE ROAD 39 (N. WHEELER STREET) FOR 0.1 MI (0.2 KM) TO THE AL6581'INTERSECTION OF U.S. HIGHWAY 92 EAST (REYNOLDS STREET), TURN LEFT AND AL6581'GO EAST ON U.S. HIGHWAY 92 (REYNOLDS STREET) FOR 0.2 MI (0.3 KM) TO AL6581'THE RAILROAD CROSSING, CONTINUE AHEAD AND GO EAST ON U.S. HIGHWAY 92 AL6581'(REYNOLDS STREET) FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF WARNELL AL6581'STREET, TURN RIGHT ON WARNELL STREET AND GO SOUTH FOR 0.05 MI AL6581'(0.08 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A CONCRETE POST AL6581'FLUSH WITH THE GROUND. AL6581'LOCATED 70.5 FT (21.5 M) NORTH OF THE NORTH RAIL OF THE ATLANTIC COAST AL6581'LINE RAILROAD, 25.0 FT (7.6 M) EAST OF THE APPROXIMATE CENTERLINE OF AL6581'WARNELL STREET, 19.5 FT (5.9 M) SOUTHEAST OF A TELEPHONE CABLE BOX AL6581'AND 0.5 FT (15.2 CM) WEST OF A METAL WITNESS POST. AL6581 AL6581 STATION RECOVERY (1993) AL6581 AL6581'RECOVERY NOTE BY US POWER SQUADRON 1993 (AWM) AL6581'RECOVERED IN GOOD CONDITION. AL6581 AL6581 STATION RECOVERY (2000) AL6581 AL6581'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AL6581'THE STATION IS IN PLANT CITY, IN SECTION 28, TOWNSHIP 28 SOUTH, RANGE AL6581'22 EAST. AL6581' AL6581'TO REACH THE STATION FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS AL6581'STREET) AND THE AL6581'POST OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO AL6581'EAST ON U.S. HIGHWAY AL6581'92 EAST (REYNOLDS STREET), (WHICH IS A ONE-WAY STREET) FOR 0.15 MI TO AL6581'THE INTERSECTION OF AL6581'COUNTY ROAD 39 (SOUTH COLLINS STREET), CONTINUE EAST ON U.S. HIGHWAY AL6581'92 EAST (REYNOLDS AL6581'STREET) FOR 0.55 MI TO THE INTERSECTION OF WARNELL STREET, TURN RIGHT AL6581'ON WARNELL AL6581'STREET AND GO SOUTH FOR 264.0 FT TO THE STATION ON THE LEFT, SET IN AL6581'THE TOP OF A 12-INCH AL6581'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND AND 0.2 FT ABOVE THE AL6581'LEVEL OF AL6581'WARNELL STREET. AL6581' AL6581'LOCATED 92.0 FT SOUTHEAST OF MAILBOX NUMBER 104, 71.0 FT NORTH OF THE AL6581'NORTH RAIL OF THE AL6581'SEABOARD COASTLINE RAILROAD, 37.4 FT SOUTH OF A 5.0 FT HIGH CHAIN-LINK AL6581'FENCE, 26.0 FT EAST OF AL6581'THE CENTERLINE OF WARNELL STREET AND 0.6 FT WEST OF A METAL WITNESS AL6581'POST WITH A AL6581'NATIONAL GEODETIC SURVEY PLAQUE ATTACHED. AL6581' AL6581' AL6581' AL6581' AL6581' AL6581' AL6581 AL6581 STATION RECOVERY (2001) AL6581 AL6581'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM) AL6581'STATION RECOVERED GOOD. REFERENCE MARKS NOT RESEARCHED. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG9034 *********************************************************************** AG9034 DESIGNATION - PN H AG9034 PID - AG9034 AG9034 STATE/COUNTY- FL/HILLSBOROUGH AG9034 USGS QUAD - LITHIA (1987) AG9034 AG9034 *CURRENT SURVEY CONTROL AG9034 ___________________________________________________________________ AG9034* NAD 83(1990)- 27 51 17.73107(N) 082 08 43.95909(W) ADJUSTED AG9034* NAVD 88 - 30.23 (+/-2cm) 99.2 (feet) VERTCON AG9034 ___________________________________________________________________ AG9034 LAPLACE CORR- -1.66 (seconds) DEFLEC99 AG9034 GEOID HEIGHT- -25.14 (meters) GEOID99 AG9034 AG9034 HORZ ORDER - SECOND AG9034 VERT ORDER - THIRD ? (See Below) AG9034 AG9034.The horizontal coordinates were established by classical geodetic methods AG9034.and adjusted by the National Geodetic Survey in May 1991. AG9034 AG9034.The NAVD 88 height was computed by applying the VERTCON shift value to AG9034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG9034.The vertical order pertains to the superseded datum. AG9034 AG9034.The Laplace correction was computed from DEFLEC99 derived deflections. AG9034 AG9034.The geoid height was determined by GEOID99. AG9034 AG9034; North East Units Scale Converg. AG9034;SPC FL W - 390,141.509 185,665.709 MT 0.99994371 -0 04 04.8 AG9034;UTM 17 - 3,081,658.729 387,212.456 MT 0.99975701 -0 32 07.1 AG9034 AG9034 SUPERSEDED SURVEY CONTROL AG9034 AG9034 NAD 83(1986)- 27 51 17.73661(N) 082 08 43.98210(W) AD( ) 2 AG9034 NGVD 29 - 30.51 (m) 100.1 (f) LEVELING 3 AG9034 AG9034.Superseded values are not recommended for survey control. AG9034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG9034.See file dsdata.txt to determine how the superseded data were derived. AG9034 AG9034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8721281659(NAD 83) AG9034_MARKER: DE = TRAVERSE STATION DISK AG9034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG9034_STAMPING: PN-H AG9034_MARK LOGO: FL-057 AG9034_PROJECTION: RECESSED 5 CENTIMETERS AG9034_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AG9034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG9034+STABILITY: SURFACE MOTION AG9034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG9034+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000 AG9034 AG9034 HISTORY - Date Condition Report By AG9034 HISTORY - 1984 MONUMENTED FL-057 AG9034 HISTORY - 20001031 GOOD FL-057 AG9034 AG9034 STATION DESCRIPTION AG9034 AG9034'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW) AG9034'THE STATION IS LOCATED IN THE PINECREST AREA, ABOUT 6.7 MILES SOUTH AG9034'OF THE INTERSECTION OF COUNTY ROAD 39 AND STATE ROAD 60. AG9034' AG9034'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROADS 39 AND 640, AG9034'PROCEED NORTH ON COUNTY ROAD 39 FOR ABOUT 0.35 MILES. THE STATION AG9034'IS ON THE WEST SIDE OF THE ROAD. AG9034' AG9034'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---PN-H---SET INTO THE AG9034'TOP OF AN 8 INCH ROUND CONCRETE MONUMENT SET FLUSH WITH THE GROUND, AG9034'LOCATED 20.0 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 39, 68.5 FEET AG9034'NORTHWEST OF THE TELEPHONE POLE, 82.0 FEET SOUTH OF THE DIRT DRIVEWAY, AG9034'25.5 FEET NORTHEAST OF THE TELEPHONE POLE, 24.0 FEET SOUTHEAST OF THE AG9034'POWER POLE AND WITNESS SIGN. THERE IS NO UNDERGROUND MARK, STATION IS AG9034'A COUNTY TRAVERSE STATION. AG9034 AG9034 STATION RECOVERY (2000) AG9034 AG9034'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG9034'THE MARK IS ABOUT 11.65 MI SOUTH OF PLANT CITY, 11.60 MI NORTH OF FORT AG9034'LONESOME, IN SECTION AG9034'19, TOWNSHIP 30 SOUTH, RANGE 22 EAST. AG9034' AG9034'TO REACH THE MARK FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS AG9034'STREET) AND THE POST AG9034'OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO EAST AG9034'ON U.S. HIGHWAY 92 AG9034'EAST (REYNOLDS STREET), (WHICH IS A ONE-WAY STREET) FOR 0.15 MI TO THE AG9034'INTERSECTION OF AG9034'COUNTY ROAD 39 (SOUTH COLLINS STREET), TURN RIGHT ON COUNTY ROAD 39 AG9034'AND GO SOUTH FOR AG9034'5.45 MI TO THE INTERSECTION OF STATE ROAD 60, CONTINUE SOUTH ON COUNTY AG9034'ROAD 39 FOR 4.0 MI AG9034'TO A RAILROAD CROSSING, CONTINUE SOUTH ON COUNTY ROAD 39 FOR 1.4 MI TO AG9034'THE MIDDLE OF THE AG9034'BRIDGE OVER THE ALAFIA RIVER (BRIDGE NUMBER 100255), CONTINUE SOUTH ON AG9034'COUNTY ROAD 39 AG9034'FOR 0.8 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF AN 8-INCH ROUND AG9034'CONCRETE AG9034'MONUMENT RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND 0.3 FT AG9034'BELOW THE LEVEL OF AG9034'COUNTY ROAD 39. THE MARK CAN ALSO BE REACHED FROM THE INTERSECTION OF AG9034'COUNTY ROAD 39 AG9034'AND COUNTY ROAD 640 IN PINECREST, GO NORTH ON COUNTY ROAD 39 FOR 0.3 AG9034'MI TO THE MARK ON AG9034'THE LEFT. AG9034' AG9034'LOCATED 82.0 FT SOUTH OF THE CENTERLINE OF A DIRT DRIVEWAY LEADING TO AG9034'A HOUSE, 68.5 FT AG9034'NORTHWEST OF A WOOD TELEPHONE POLE NUMBER 53, 24.5 FT EAST-SOUTHEAST AG9034'OF A NAIL AND AG9034'HILLS COUNTY DISK IN THE SOUTH FACE OF A WOOD POWER POLE NUMBER AG9034'35289-37982 AND AG9034'35291-37992. 24.0 FT EAST OF A METAL WITNESS POST AND HILLS COUNTY AG9034'SIGN, 20.0 FT WEST OF THE AG9034'CENTERLINE OF COUNTY ROAD 39 AND 7.7 FT WEST OF A NAIL AND HILLS AG9034'COUNTY DISK IN THE WEST AG9034'EDGE OF THE PAVEMENT OF COUNTY ROAD 39. AG9034' AG9034' AG9034' AG9034' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG9035 *********************************************************************** AG9035 DESIGNATION - PN I AG9035 PID - AG9035 AG9035 STATE/COUNTY- FL/HILLSBOROUGH AG9035 USGS QUAD - LITHIA (1987) AG9035 AG9035 *CURRENT SURVEY CONTROL AG9035 ___________________________________________________________________ AG9035* NAD 83(1990)- 27 51 34.33355(N) 082 08 44.16807(W) ADJUSTED AG9035* NAVD 88 - 22.71 (+/-2cm) 74.5 (feet) VERTCON AG9035 ___________________________________________________________________ AG9035 LAPLACE CORR- -1.66 (seconds) DEFLEC99 AG9035 GEOID HEIGHT- -25.15 (meters) GEOID99 AG9035 AG9035 HORZ ORDER - SECOND AG9035 VERT ORDER - THIRD ? (See Below) AG9035 AG9035.The horizontal coordinates were established by classical geodetic methods AG9035.and adjusted by the National Geodetic Survey in May 1991. AG9035 AG9035.The NAVD 88 height was computed by applying the VERTCON shift value to AG9035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG9035.The vertical order pertains to the superseded datum. AG9035 AG9035.The Laplace correction was computed from DEFLEC99 derived deflections. AG9035 AG9035.The geoid height was determined by GEOID99. AG9035 AG9035; North East Units Scale Converg. AG9035;SPC FL W - 390,652.553 185,660.598 MT 0.99994371 -0 04 04.9 AG9035;UTM 17 - 3,082,169.702 387,211.514 MT 0.99975702 -0 32 07.5 AG9035 AG9035 SUPERSEDED SURVEY CONTROL AG9035 AG9035 NAD 83(1986)- 27 51 34.33930(N) 082 08 44.19114(W) AD( ) 2 AG9035 NGVD 29 - 22.99 (m) 75.4 (f) LEVELING 3 AG9035 AG9035.Superseded values are not recommended for survey control. AG9035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG9035.See file dsdata.txt to determine how the superseded data were derived. AG9035 AG9035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8721282170(NAD 83) AG9035_MARKER: DE = TRAVERSE STATION DISK AG9035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG9035_STAMPING: PN-I 1984 AG9035_MARK LOGO: FL-057 AG9035_PROJECTION: FLUSH AG9035_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AG9035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG9035+STABILITY: SURFACE MOTION AG9035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG9035+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000 AG9035 AG9035 HISTORY - Date Condition Report By AG9035 HISTORY - 1984 MONUMENTED FL-057 AG9035 HISTORY - 20001031 GOOD FL-057 AG9035 AG9035 STATION DESCRIPTION AG9035 AG9035'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW) AG9035'THE STATION IS LOCATED IN THE PINECREST AREA, ABOUT 6.7 MILES SOUTH AG9035'OF THE INTERSECTION OF COUNTY ROAD 39 AND STATE ROAD 60. AG9035' AG9035'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROADS 39 AND 640, AG9035'PROCEED NORTH ON STATE ROAD 39 FOR ABOUT 0.7 MILES. THE STATION IS AG9035'ON THE WEST SIDE OF STATE ROAD 39. AG9035' AG9035'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---PN-I---SET INTO THE AG9035'TOP OF AN 8 INCH ROUND CONCRETE MONUMENT SET FLUSH WITH THE GROUND, AG9035'LOCATED 20.0 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 39, 103.5 FEET AG9035'SOUTH OF THE CENTERLINE OF SHELL DRIVEWAY, 83.0 FEET WEST OF THE AG9035'UTILITY POLE, 62.3 FEET NORTHEAST OF THE CORNER OF A CHAIN LINK FENCE, AG9035'31.7 FEET NORTH OF A DIRT DRIVEWAY, 29.2 FEET NORTHEAST OF THE POWER AG9035'POLE AND WITNESS SIGN. THERE IS NO UNDERGROUND MARK, STATION IS A AG9035'COUNTY TRAVERSE STATION. AG9035 AG9035 STATION RECOVERY (2000) AG9035 AG9035'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG9035'THE MARK IS ABOUT 11.35 MI SOUTH OF PLANT CITY, 11.9 MI NORTH OF IN AG9035'FORT LONESOME, IN AG9035'SECTION 19, TOWNSHIP 30 SOUTH, RANGE 22 EAST. AG9035' AG9035'TO REACH THE MARK FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS AG9035'STREET) AND THE POST AG9035'OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO EAST AG9035'ON U.S. HIGHWAY 92 AG9035'EAST (REYNOLDS STREET), (WHICH IS A ONE-WAY STREET) FOR 0.15 MI TO THE AG9035'INTERSECTION OF AG9035'COUNTY ROAD 39 (SOUTH COLLINS STREET), TURN RIGHT ON COUNTY ROAD 39 AG9035'AND GO SOUTH FOR AG9035'5.45 MI TO THE INTERSECTION OF STATE ROAD 60, CONTINUE SOUTH ON COUNTY AG9035'ROAD 39 FOR 4.0 MI AG9035'TO A RAILROAD CROSSING, CONTINUE SOUTH ON COUNTY ROAD 39 FOR 1.4 MI TO AG9035'THE MIDDLE OF THE AG9035'BRIDGE OVER THE ALAFIA RIVER (BRIDGE NUMBER 100255), CONTINUE SOUTH ON AG9035'COUNTY ROAD 39 AG9035'FOR 0.5 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF AN 8-INCH ROUND AG9035'CONCRETE AG9035'MONUMENT FLUSH WITH GROUND AND 0.3 FT BELOW THE LEVEL OF COUNTY ROAD AG9035'39. THE MARK AG9035'CAN ALSO BE REACHED FROM THE INTERSECTION OF COUNTY ROAD 39 AND COUNTY AG9035'ROAD 640 IN AG9035'PINECREST, GO NORTH ON COUNTY ROAD 39 FOR 0.6 MI TO THE MARK ON THE AG9035'LEFT. AG9035' AG9035'LOCATED 103.5 FT SOUTH OF THE CENTERLINE OF A DIRT DRIVEWAY LEADING TO AG9035'RESIDENCE AG9035'NUMBER 9937, 30.6 FT NORTH OF THE CENTERLINE OF A DIRT DRIVEWAY, 27.7 AG9035'FT NORTHEAST OF A AG9035'WOOD POWER POLE NUMBER 35287-38149, 35291-38155 AND 9937, 23.4 FT EAST AG9035'OF A METAL WITNESS AG9035'POST WITH A HILLSBOROUGH COUNTY SIGN ATTACHED AND 7.8 FT WEST OF A AG9035'NAIL AND HILLS AG9035'COUNTY DISK IN THE WEST EDGE OF THE PAVEMENT OF COUNTY ROAD 39. AG9035' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG6213 *********************************************************************** AG6213 DESIGNATION - R 256 AG6213 PID - AG6213 AG6213 STATE/COUNTY- FL/HILLSBOROUGH AG6213 USGS QUAD - RUSKIN (1987) AG6213 AG6213 *CURRENT SURVEY CONTROL AG6213 ___________________________________________________________________ AG6213* NAD 83(1986)- 27 43 59. (N) 082 25 56. (W) SCALED AG6213* NAVD 88 - 1.449 (meters) 4.75 (feet) ADJUSTED AG6213 ___________________________________________________________________ AG6213 GEOID HEIGHT- -24.72 (meters) GEOID99 AG6213 DYNAMIC HT - 1.447 (meters) 4.75 (feet) COMP AG6213 MODELED GRAV- 979,161.0 (mgal) NAVD 88 AG6213 AG6213 VERT ORDER - FIRST CLASS I AG6213 AG6213.The horizontal coordinates were scaled from a topographic map and have AG6213.an estimated accuracy of +/- 6 seconds. AG6213 AG6213.The orthometric height was determined by differential leveling AG6213.and adjusted by the National Geodetic Survey in June 1991. AG6213 AG6213.The geoid height was determined by GEOID99. AG6213 AG6213.The dynamic height is computed by dividing the NAVD 88 AG6213.geopotential number by the normal gravity value computed on the AG6213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6213.degrees latitude (g = 980.6199 gals.). AG6213 AG6213.The modeled gravity was interpolated from observed gravity values. AG6213 AG6213; North East Units Estimated Accuracy AG6213;SPC FL W - 376,700. 157,380. MT (+/- 180 meters Scaled) AG6213 AG6213 SUPERSEDED SURVEY CONTROL AG6213 AG6213 NGVD 29 - 1.728 (m) 5.67 (f) ADJ UNCH 1 1 AG6213 AG6213.Superseded values are not recommended for survey control. AG6213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6213.See file dsdata.txt to determine how the superseded data were derived. AG6213 AG6213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL588684(NAD 83) AG6213_MARKER: DB = BENCH MARK DISK AG6213_SETTING: 32 = CULVERT HEADWALL AG6213_STAMPING: R 256 1965 AG6213_MARK LOGO: CGS AG6213_MAGNETIC: N = NO MAGNETIC MATERIAL AG6213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6213+STABILITY: SURFACE MOTION AG6213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG6213+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2000 AG6213 AG6213 HISTORY - Date Condition Report By AG6213 HISTORY - 1965 MONUMENTED CGS AG6213 HISTORY - 1966 GOOD NGS AG6213 HISTORY - 1982 GOOD FLDNR AG6213 HISTORY - 20000928 GOOD FL-057 AG6213 AG6213 STATION DESCRIPTION AG6213 AG6213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG6213'0.9 MI N FROM RUSKIN. AG6213'ABOUT 0.9 MILE NORTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE AG6213'AT RUSKIN, IN SECTION 5, R 19 E, T 32 S, NEAR THE JUNCTION OF AG6213'19TH AVENUE, 92.0 FEET SOUTH OF THE CENTER OF THE JUNCTION, 45.5 AG6213'FEET SOUTHEAST OF THE CENTER LINE OF THE NORTH-BOUND LANE OF AG6213'HIGHWAY, 28 1/2 FEET NORTH OF CABLE LINE POLE NO. 200/15, ABOUT AG6213'1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IN THE TOP OF THE AG6213'NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL FOR A TRIPLE AG6213'PIPE CULVERT UNDER THE HIGHWAY. AG6213 AG6213 STATION RECOVERY (1982) AG6213 AG6213'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG6213'RECOVERED IN GOOD CONDITION. AG6213 AG6213 STATION RECOVERY (2000) AG6213 AG6213'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG6213'THE MARK IS ABOUT 14.8 MI SOUTH OF TAMPA, 1.0 MI NORTH OF RUSKIN, IN AG6213'SECTION 5, TOWNSHIP 32 AG6213'SOUTH, RANGE 19 EAST. AG6213' AG6213'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE AG6213'ROAD 674 (COLLEGE AG6213'AVENUE) IN RUSKIN, GO NORTH ON U.S. HIGHWAY 41 FOR 1.55 MI TO THE AG6213'INTERSECTION OF 19TH AG6213'AVENUE N.E. AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF A AG6213'CONCRETE HEADWALL AG6213'1.0 FT BELOW THE LEVEL OF U.S. HIGHWAY 41. AG6213' AG6213'LOCATED 92.0 FT SOUTH OF THE CENTER OF THE INTERSECTION, 45.5 FT AG6213'SOUTHEAST OF THE AG6213'CENTERLINE OF THE NORTHBOUND LANES OF U.S. HIGHWAY 41, 28.5 FT NORTH AG6213'OF A WOOD POWER AG6213'POLE NUMBER 200-15, 7.75 FT SOUTH-SOUTHEAST OF A STREET SIGN AND 0.85 AG6213'FT WEST-SOUTHWEST AG6213'OF THE NORTHEAST CORNER OF THE CONCRETE HEADWALL. AG6213' AG6213'THIS MARK WAS NOT LEVELED TO AT THIS TIME. AG6213' AG6213' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG6212 *********************************************************************** AG6212 DESIGNATION - S 256 AG6212 PID - AG6212 AG6212 STATE/COUNTY- FL/HILLSBOROUGH AG6212 USGS QUAD - RUSKIN (1987) AG6212 AG6212 *CURRENT SURVEY CONTROL AG6212 ___________________________________________________________________ AG6212* NAD 83(1986)- 27 43 14. (N) 082 26 01. (W) SCALED AG6212* NAVD 88 - 2.212 (meters) 7.26 (feet) ADJUSTED AG6212 ___________________________________________________________________ AG6212 GEOID HEIGHT- -24.71 (meters) GEOID99 AG6212 DYNAMIC HT - 2.209 (meters) 7.25 (feet) COMP AG6212 MODELED GRAV- 979,159.5 (mgal) NAVD 88 AG6212 AG6212 VERT ORDER - FIRST CLASS I AG6212 AG6212.The horizontal coordinates were scaled from a topographic map and have AG6212.an estimated accuracy of +/- 6 seconds. AG6212 AG6212.The orthometric height was determined by differential leveling AG6212.and adjusted by the National Geodetic Survey in June 1991. AG6212 AG6212.The geoid height was determined by GEOID99. AG6212 AG6212.The dynamic height is computed by dividing the NAVD 88 AG6212.geopotential number by the normal gravity value computed on the AG6212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6212.degrees latitude (g = 980.6199 gals.). AG6212 AG6212.The modeled gravity was interpolated from observed gravity values. AG6212 AG6212; North East Units Estimated Accuracy AG6212;SPC FL W - 375,320. 157,240. MT (+/- 180 meters Scaled) AG6212 AG6212 SUPERSEDED SURVEY CONTROL AG6212 AG6212 NGVD 29 - 2.492 (m) 8.18 (f) ADJ UNCH 1 1 AG6212 AG6212.Superseded values are not recommended for survey control. AG6212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6212.See file dsdata.txt to determine how the superseded data were derived. AG6212 AG6212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL586670(NAD 83) AG6212_MARKER: DB = BENCH MARK DISK AG6212_SETTING: 36 = BRICK BUILDING AG6212_STAMPING: S 256 1965 AG6212_MARK LOGO: CGS AG6212_MAGNETIC: N = NO MAGNETIC MATERIAL AG6212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG6212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG6212+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2000 AG6212 AG6212 HISTORY - Date Condition Report By AG6212 HISTORY - 1965 MONUMENTED CGS AG6212 HISTORY - 1966 GOOD NGS AG6212 HISTORY - 1982 GOOD FLDNR AG6212 HISTORY - 20000928 GOOD FL-057 AG6212 AG6212 STATION DESCRIPTION AG6212 AG6212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG6212'AT RUSKIN. AG6212'AT RUSKIN, AT THE POST OFFICE, ABOUT 93 YARDS EAST OF THE CENTER AG6212'LINE OF U.S. HIGHWAY 41, SET VERTICALLY IN THE WEST BRICK FACE AG6212'OF THE BUILDING, 1.3 FEET NORTH OF THE SOUTHWEST CORNER OF THE AG6212'BUILDING AND 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND. AG6212 AG6212 STATION RECOVERY (1982) AG6212 AG6212'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG6212'RECOVERED IN GOOD CONDITION. AG6212 AG6212 STATION RECOVERY (2000) AG6212 AG6212'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG6212'THE MARK IS AT THE POST OFFICE IN RUSKIN, IN SECTION 5, TOWNSHIP 32 AG6212'SOUTH, RANGE 19 EAST. AG6212' AG6212'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND COUNTY AG6212'ROAD 674 AG6212'(COLLEGE AVENUE) IN RUSKIN, GO NORTH ON U.S. HIGHWAY 41 FOR 0.65 MI TO AG6212'THE ENTRANCE TO AG6212'THRIFT-WAY PLAZA ON THE RIGHT, TURN RIGHT AND GO EAST ON THE PAVED AG6212'DRIVE FOR 0.05 MI TO AG6212'THE RUSKIN POST OFFICE AND THE MARK ON THE LEFT, SET VERTICALLY IN THE AG6212'WEST BRICK FACE OF AG6212'THE POST OFFICE BUILDING AND 1.5 FT ABOVE THE LEVEL OF THE GROUND. AG6212' AG6212'LOCATED ABOUT 279.0 FT EAST OF THE CENTERLINE OF U.S. HIGHWAY 41 AND AG6212'1.3 FEET NORTH OF AG6212'THE SOUTHWEST CORNER OF THE POST OFFICE BUILDING. AG6212' AG6212' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG9062 *********************************************************************** AG9062 DESIGNATION - TL B AG9062 PID - AG9062 AG9062 STATE/COUNTY- FL/HILLSBOROUGH AG9062 USGS QUAD - NICHOLS (1987) AG9062 AG9062 *CURRENT SURVEY CONTROL AG9062 ___________________________________________________________________ AG9062* NAD 83(1990)- 27 58 54.05938(N) 082 07 17.52456(W) ADJUSTED AG9062* NAVD 88 - 42.71 (+/-2cm) 140.1 (feet) VERTCON AG9062 ___________________________________________________________________ AG9062 LAPLACE CORR- -2.41 (seconds) DEFLEC99 AG9062 GEOID HEIGHT- -25.49 (meters) GEOID99 AG9062 AG9062 HORZ ORDER - SECOND AG9062 VERT ORDER - THIRD ? (See Below) AG9062 AG9062.The horizontal coordinates were established by classical geodetic methods AG9062.and adjusted by the National Geodetic Survey in May 1991. AG9062 AG9062.The NAVD 88 height was computed by applying the VERTCON shift value to AG9062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG9062.The vertical order pertains to the superseded datum. AG9062 AG9062.The Laplace correction was computed from DEFLEC99 derived deflections. AG9062 AG9062.The geoid height was determined by GEOID99. AG9062 AG9062; North East Units Scale Converg. AG9062;SPC FL W - 404,185.195 188,044.307 MT 0.99994294 -0 03 25.3 AG9062;UTM 17 - 3,095,679.846 389,705.277 MT 0.99975015 -0 31 34.6 AG9062 AG9062 SUPERSEDED SURVEY CONTROL AG9062 AG9062 NAD 83(1986)- 27 58 54.06652(N) 082 07 17.54745(W) AD( ) 2 AG9062 NGVD 29 - 42.97 (m) 141.0 (f) LEVELING 3 AG9062 AG9062.Superseded values are not recommended for survey control. AG9062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG9062.See file dsdata.txt to determine how the superseded data were derived. AG9062 AG9062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8970595680(NAD 83) AG9062_MARKER: DE = TRAVERSE STATION DISK AG9062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG9062_STAMPING: TL-B 1983 AG9062_MARK LOGO: FL-057 AG9062_PROJECTION: RECESSED 10 CENTIMETERS AG9062_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG9062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG9062+STABILITY: SURFACE MOTION AG9062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG9062+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000 AG9062 AG9062 HISTORY - Date Condition Report By AG9062 HISTORY - 1983 MONUMENTED FL-057 AG9062 HISTORY - 20001031 GOOD FL-057 AG9062 AG9062 STATION DESCRIPTION AG9062 AG9062'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG9062'THE STATION IS LOCATED ABOUT 12 MILES EAST OF THE INTERSECTION OF AG9062'INTERSTATES 4 AND 75, APPROXIMATELY 3.75 MILES SOUTH OF INTERSTATE 4. AG9062' AG9062'TO REACH THE STATION FROM THE INTERSECTION OF HWY 39 AND INTERSTATE 4 AG9062'PROCEED SOUTH ON HWY 39 3.75 MILES TO THE INTERSECTION WITH CHARLIE AG9062'GRIFFIN ROAD. STATION IS IN THE SOUTH END OF HWY 39 MEDIAN. AG9062' AG9062'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---TL-B---THE SURFACE AG9062'DISK IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MOMUMENT RECESSED AG9062'FOUR INCHES BELOW THE GROUND, LOCATED 1 FOOT NORTH OF WITNESS POST IN AG9062'HWY 39 MEDIAN , 4.7 FEET EAST OF WEST MEDIAN CURB, 20.1 FEET NORTH OF AG9062'SOUTH END OF MEDIAN, 66.7 FEET NORTHWEST OF A CONCRETE POWER POLE. AG9062'THERE IS NO UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE. AG9062 AG9062 STATION RECOVERY (2000) AG9062 AG9062'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG9062'THE MARK IS ABOUT 2.4 MI SOUTH OF PLANT CITY, IN SECTION 4, TOWNSHIP AG9062'29 SOUTH, RANGE 22 AG9062'EAST. AG9062' AG9062'TO REACH THE MARK FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS AG9062'STREET) AND THE POST AG9062'OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO EAST AG9062'ON U.S. HIGHWAY 92 AG9062'EAST (REYNOLDS STREET), (WHICH IS A ONE-WAY STREET) FOR 0.15 MI TO THE AG9062'INTERSECTION OF AG9062'COUNTY ROAD 39 (SOUTH COLLINS STREET), TURN RIGHT ON COUNTY ROAD 39 AG9062'AND GO SOUTH FOR AG9062'2.4 MI TO THE INTERSECTION OF CHARLIE GRIFFIN ROAD AND THE MARK ON THE AG9062'LEFT, IN THE NORTH AG9062'END OF THE SOUTH GRASS MEDIAN OF COUNTY ROAD 39, SET IN THE TOP OF A AG9062'6-INCH ROUND AG9062'CONCRETE MONUMENT, RECESSED 0.4 FT BELOW THE LEVEL OF THE GROUND AND AG9062'0.3 FT ABOVE THE AG9062'LEVEL OF COUNTY ROAD 39. AG9062' AG9062'LOCATED 66.7 FT NORTHWEST OF A CONCRETE POWER POLE NUMBER 36079-42586, AG9062'48.0 FT NORTH OF AG9062'THE CENTERLINE OF CHARLIE GRIFFIN ROAD, 20.1 FT NORTH OF THE SOUTH END AG9062'OF THE MEDIAN, 7.3 AG9062'FT EAST OF A NAIL AND HILLS COUNTY DISK IN THE EAST EDGE OF PAVEMENT AG9062'OF THE SOUTHBOUND AG9062'LANES OF STATE ROAD 39, 6.8 FT WEST OF A NAIL AND HILLS COUNTY DISK IN AG9062'THE WEST EDGE OF AG9062'THE PAVEMENT OF THE NORTHBOUND LANES OF STATE ROAD 39 AND 1.0 FT SOUTH AG9062'OF A CARSONITE AG9062'WITNESS POST. AG9062' AG9062' AG9062' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG9064 *********************************************************************** AG9064 DESIGNATION - TL D AG9064 PID - AG9064 AG9064 STATE/COUNTY- FL/HILLSBOROUGH AG9064 USGS QUAD - NICHOLS (1987) AG9064 AG9064 *CURRENT SURVEY CONTROL AG9064 ___________________________________________________________________ AG9064* NAD 83(1990)- 27 58 01.59040(N) 082 07 18.09934(W) ADJUSTED AG9064* NAVD 88 - 35.12 (+/-2cm) 115.2 (feet) VERTCON AG9064 ___________________________________________________________________ AG9064 LAPLACE CORR- -2.27 (seconds) DEFLEC99 AG9064 GEOID HEIGHT- -25.45 (meters) GEOID99 AG9064 AG9064 HORZ ORDER - SECOND AG9064 VERT ORDER - THIRD ? (See Below) AG9064 AG9064.The horizontal coordinates were established by classical geodetic methods AG9064.and adjusted by the National Geodetic Survey in May 1991. AG9064 AG9064.The NAVD 88 height was computed by applying the VERTCON shift value to AG9064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG9064.The vertical order pertains to the superseded datum. AG9064 AG9064.The Laplace correction was computed from DEFLEC99 derived deflections. AG9064 AG9064.The geoid height was determined by GEOID99. AG9064 AG9064; North East Units Scale Converg. AG9064;SPC FL W - 402,570.148 188,026.992 MT 0.99994295 -0 03 25.5 AG9064;UTM 17 - 3,094,065.305 389,674.744 MT 0.99975023 -0 31 33.9 AG9064 AG9064 SUPERSEDED SURVEY CONTROL AG9064 AG9064 NAD 83(1986)- 27 58 01.59778(N) 082 07 18.12242(W) AD( ) 2 AG9064 NGVD 29 - 35.39 (m) 116.1 (f) LEVELING 3 AG9064 AG9064.Superseded values are not recommended for survey control. AG9064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG9064.See file dsdata.txt to determine how the superseded data were derived. AG9064 AG9064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8967594065(NAD 83) AG9064_MARKER: DE = TRAVERSE STATION DISK AG9064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG9064_STAMPING: TL-D AG9064_MARK LOGO: FL-057 AG9064_PROJECTION: RECESSED 10 CENTIMETERS AG9064_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG9064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG9064+STABILITY: SURFACE MOTION AG9064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG9064+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000 AG9064 AG9064 HISTORY - Date Condition Report By AG9064 HISTORY - 1983 MONUMENTED FL-057 AG9064 HISTORY - 20001031 GOOD FL-057 AG9064 AG9064 STATION DESCRIPTION AG9064 AG9064'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG9064'THE STATION IS LOCATED ABOUT 12 MILES EAST OF THE INTERSECTION OF AG9064'INTERSTATES 4 AND 75, APPROXIMATELY 4.75 MILES SOUTH OF INTERSTATE 4. AG9064' AG9064'TO REACH THE STATION FROM THE INTERSECTION OF HWY 39 AND INTERSTATE 4 AG9064'PROCEED SOUTH ON HWY 39 4.75 MILES TO INTERSECTION WITH TRAPNELL AG9064'ROAD. STATION IS IN NORTHWEST CORNER OF INTERSECTION. AG9064' AG9064'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---TL-D---THE SURFACE AG9064'DISK IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT RECESSED AG9064'FOUR INCHES BELOW THE GROUND, LOCATED 11 FEET SOUTH OF WITNESS POST, AG9064'4.4 FEET SOUTHEAST OF CONCRETE TRAFFIC LIGHT POLE, 12.1 FEET AG9064'SOUTHWEST OF EAST END OF CONCRETE HEADWALL, 35.0 FEET NORTHEAST OF AG9064'POWER POLE WITH TAB AND NAIL, 45 FEET NORTH OF CENTERLINE TRAPNELL AG9064'ROAD WEST. THERE IS NO UNDERGROUND MARK, STATION IS A COUNTY AG9064'TRAVERSE. AG9064 AG9064 STATION RECOVERY (2000) AG9064 AG9064'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG9064'THE MARK IS ABOUT 3.4 MI SOUTH OF PLANT CITY, IN SECTION 8, TOWNSHIP AG9064'29 SOUTH, RANGE 22 AG9064'EAST. AG9064' AG9064'TO REACH THE MARK FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS AG9064'STREET) AND THE POST AG9064'OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO EAST AG9064'ON U.S. HIGHWAY 92 AG9064'EAST (REYNOLDS STREET), (WHICH IS A ONE-WAY STREET) FOR 0.15 MI TO THE AG9064'INTERSECTION OF AG9064'COUNTY ROAD 39 (SOUTH COLLINS STREET), TURN RIGHT ON COUNTY ROAD 39 AG9064'AND GO SOUTH FOR AG9064'3.4 MI TO THE INTERSECTION OF TRAPNELL ROAD AND THE MARK ON THE RIGHT AG9064'(IN THE NORTHWEST AG9064'QUADRANT OF THE INTERSECTION), SET IN THE TOP OF A 6-INCH ROUND AG9064'CONCRETE MONUMENT, AG9064'RECESSED 0.4 FT BELOW THE LEVEL OF THE GROUND AND 1.0 FT BELOW THE AG9064'LEVEL OF COUNTY AG9064'ROAD 39. AG9064' AG9064'LOCATED 39.4 FT NORTH OF A NAIL AND HILLS COUNTY DISK IN THE AG9064'CENTERLINE OF TRAPNELL ROAD, AG9064'35.0 FT NORTHEAST OF A NAIL AND HILLS COUNTY DISK IN THE NORTH FACE OF AG9064'A WOOD POWER POLE AG9064'NUMBER 36062-42060 AND 36062-42058, 12.1 FT SOUTHWEST OF THE EAST END AG9064'OF A CONCRETE AG9064'HEADWALL, 11.5 FT SOUTH OF A METAL WITNESS POST WITH A HILLSBOROUGH AG9064'COUNTY SIGN AG9064'ATTACHED, 11.0 FT SOUTHEAST OF A CONCRETE TRAFFIC SIGNAL POLE, AND 7.9 AG9064'FT WEST OF A NAIL AG9064'AND HILLS COUNTY DISK IN THE WEST EDGE OF THE PAVEMENT OF THE AG9064'SOUTHBOUND LANES OF AG9064'STATE ROAD 39. AG9064' AG9064' AG9064' AG9064' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG9078 *********************************************************************** AG9078 DESIGNATION - VR B AG9078 PID - AG9078 AG9078 STATE/COUNTY- FL/HILLSBOROUGH AG9078 USGS QUAD - LITHIA (1987) AG9078 AG9078 *CURRENT SURVEY CONTROL AG9078 ___________________________________________________________________ AG9078* NAD 83(1990)- 27 47 52.28134(N) 082 08 43.96709(W) ADJUSTED AG9078* NAVD 88 - 31.14 (+/-2cm) 102.2 (feet) VERTCON AG9078 ___________________________________________________________________ AG9078 LAPLACE CORR- -1.62 (seconds) DEFLEC99 AG9078 GEOID HEIGHT- -25.05 (meters) GEOID99 AG9078 AG9078 HORZ ORDER - SECOND AG9078 VERT ORDER - THIRD ? (See Below) AG9078 AG9078.The horizontal coordinates were established by classical geodetic methods AG9078.and adjusted by the National Geodetic Survey in May 1991. AG9078 AG9078.The NAVD 88 height was computed by applying the VERTCON shift value to AG9078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG9078.The vertical order pertains to the superseded datum. AG9078 AG9078.The Laplace correction was computed from DEFLEC99 derived deflections. AG9078 AG9078.The geoid height was determined by GEOID99. AG9078 AG9078; North East Units Scale Converg. AG9078;SPC FL W - 383,817.633 185,657.991 MT 0.99994371 -0 04 04.4 AG9078;UTM 17 - 3,075,336.306 387,153.223 MT 0.99975718 -0 32 03.4 AG9078 AG9078 SUPERSEDED SURVEY CONTROL AG9078 AG9078 NAD 83(1986)- 27 47 52.28562(N) 082 08 43.98963(W) AD( ) 2 AG9078 NGVD 29 - 31.42 (m) 103.1 (f) LEVELING 3 AG9078 AG9078.Superseded values are not recommended for survey control. AG9078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG9078.See file dsdata.txt to determine how the superseded data were derived. AG9078 AG9078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8715375336(NAD 83) AG9078_MARKER: DE = TRAVERSE STATION DISK AG9078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG9078_STAMPING: VR-B AG9078_MARK LOGO: FL-057 AG9078_PROJECTION: FLUSH AG9078_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG9078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG9078+STABILITY: SURFACE MOTION AG9078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG9078+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000 AG9078 AG9078 HISTORY - Date Condition Report By AG9078 HISTORY - 1985 MONUMENTED FL-057 AG9078 HISTORY - 20001031 GOOD FL-057 AG9078 AG9078 STATION DESCRIPTION AG9078 AG9078'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW) AG9078'THE STATION IS LOCATED IN THE PICNIC AREA OF SOUTHEASTERN AG9078'HILLSBOROUGH COUNTY. AG9078' AG9078'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 640 AND AG9078'HWY 39, PROCEED SOUTH ON HWY 39 FOR ABOUT 3.7 MILES TO THE STATION AG9078'ON THE WEST SIDE OF HWY 39. AG9078' AG9078'THE STATION IS A STANDARD H.C.E.D DISK STAMPED---VR-B---SET INTO THE AG9078'TOP OF AN 8 INCH ROUND CONCRETE MONUMENT SET FLUSH WITH THE GROUND, AG9078'LOCATED 21.1 FEET WEST OF THE CENTERLINE OF HWY 39, 123.7 FEET NORTH AG9078'NORTHEAST OF A POWER POLE WITH A COUNTY DISK AND NAIL, 28 FEET EAST AG9078'OF A METAL WITNESS POST, 29.1 FEET EAST OF A FENCE POST, 203.7 FEET AG9078'SOUTHEAST OF A POWER POLE WITH A NAIL AND COUNTY DISK. THERE IS NO AG9078'UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE STATION. AG9078 AG9078 STATION RECOVERY (2000) AG9078 AG9078'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG9078'THE MARK IS ABOUT 15.65 MI SOUTH OF PLANT CITY, 7.6 MI NORTH OF FORT AG9078'LONESOME, IN SECTION 7, AG9078'TOWNSHIP 31 SOUTH, RANGE 22 EAST. AG9078' AG9078'TO REACH THE MARK FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS AG9078'STREET) AND THE POST AG9078'OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO EAST AG9078'ON U.S. HIGHWAY 92 AG9078'EAST (REYNOLDS STREET), (WHICH IS A ONE-WAY STREET) FOR 0.15 MI TO THE AG9078'INTERSECTION OF AG9078'COUNTY ROAD 39 (SOUTH COLLINS STREET), TURN RIGHT ON COUNTY ROAD 39 AG9078'AND GO SOUTH FOR AG9078'5.45 MI TO THE INTERSECTION OF STATE ROAD 60, CONTINUE SOUTH ON COUNTY AG9078'ROAD 39 FOR 6.5 MI AG9078'TO THE INTERSECTION OF COUNTY ROAD 640 IN PINECREST, CONTINUE SOUTH ON AG9078'COUNTY ROAD 39 AG9078'FOR 3.7 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF AN 8-INCH ROUND AG9078'CONCRETE AG9078'MONUMENT FLUSH WITH THE GROUND AND 0.3 FT BELOW THE LEVEL OF COUNTY AG9078'ROAD 39. THE AG9078'MARK CAN ALSO BE REACHED FROM THE COUNTY ROAD 39 HURRAH CREEK BRIDGE, AG9078'GO NORTH ON AG9078'COUNTY ROAD 39 FOR 2.35 MI TO THE MARK ON THE LEFT. AG9078' AG9078'LOCATED 203.7 FT SOUTHEAST OF A NAIL AND HILLS COUNTY DISK IN A WOOD AG9078'POWER POLE NUMBER AG9078'35286-35929, 123.7 FT NORTHEAST OF A NAIL AND HILLS COUNTY DISK IN A AG9078'WOOD POWER POLE AG9078'NUMBER 35287-35896, 28.8 FT EAST OF A BARBED WIRE FENCE, 21.1 FT WEST AG9078'OF THE CENTERLINE OF AG9078'COUNTY ROAD 39, 28.3 FT EAST OF A METAL WITNESS POST WITH A AG9078'HILLSBOROUGH COUNTY SIGN AG9078'ATTACHED AND 8.55 FT WEST OF A NAIL AND HILLS COUNTY DISK IN THE WEST AG9078'EDGE OF THE AG9078'PAVEMENT OF COUNTY ROAD 39. AG9078' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG6248 *********************************************************************** AG6248 CBN - This is a Cooperative Base Network Control Station. AG6248 DESIGNATION - WINAUMA AG6248 PID - AG6248 AG6248 STATE/COUNTY- FL/HILLSBOROUGH AG6248 USGS QUAD - FT LONESOME (1987) AG6248 AG6248 *CURRENT SURVEY CONTROL AG6248 ___________________________________________________________________ AG6248* NAD 83(1999)- 27 42 15.72323(N) 082 09 43.54883(W) ADJUSTED AG6248* NAVD 88 - 34.66 (meters) 113.7 (feet) N HEIGHT AG6248 ___________________________________________________________________ AG6248 X - 770,636.950 (meters) COMP AG6248 Y - -5,598,241.449 (meters) COMP AG6248 Z - 2,947,543.929 (meters) COMP AG6248 LAPLACE CORR- -0.74 (seconds) DEFLEC99 AG6248 ELLIP HEIGHT- 9.80 (meters) (05/31/01) GPS OBS AG6248 GEOID HEIGHT- -24.91 (meters) GEOID99 AG6248 DYNAMIC HT - 34.61 (meters) 113.5 (feet) COMP AG6248 MODELED GRAV- 979,162.6 (mgal) NAVD 88 AG6248 AG6248 HORZ ORDER - B AG6248 VERT ORDER - THIRD AG6248 ELLP ORDER - FIFTH CLASS I AG6248 AG6248.The horizontal coordinates were established by GPS observations AG6248.and adjusted by the National Geodetic Survey in May 2001. AG6248 AG6248.The orthometric height was determined by differential leveling AG6248.and adjusted by the National Geodetic Survey in May 2001. AG6248.The height was determined by precise leveling from only one NSRS AG6248.bench mark. This was not adequate "tie leveling" to NSRS and was AG6248.allowed ONLY to validate the GPS-derived height. AG6248 AG6248.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG6248 AG6248.The Laplace correction was computed from DEFLEC99 derived deflections. AG6248 AG6248.The ellipsoidal height was determined by GPS observations AG6248.and is referenced to NAD 83. AG6248 AG6248.The geoid height was determined by GEOID99. AG6248 AG6248.The dynamic height is computed by dividing the NAVD 88 AG6248.geopotential number by the normal gravity value computed on the AG6248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6248.degrees latitude (g = 980.6199 gals.). AG6248 AG6248.The modeled gravity was interpolated from observed gravity values. AG6248 AG6248; North East Units Scale Converg. AG6248;SPC FL W - 373,460.305 184,013.473 MT 0.99994433 -0 04 31.3 AG6248;UTM 17 - 3,064,994.594 385,424.896 MT 0.99976203 -0 32 25.2 AG6248 AG6248|---------------------------------------------------------------------| AG6248| PID Reference Object Distance Geod. Az | AG6248| dddmmss.s | AG6248| CW7912 WINAUMA RM 3 31.120 METERS 01036 | AG6248| AG6250 WINAUMA RM 3 RESET 31.102 METERS 01040 | AG6248| CW7910 WINAUMA RM 1 43.449 METERS 05057 | AG6248| AF0489 BREWSTER PHOSPHORUS CORP STACK APPROX.19.0 KM 0730338.0 | AG6248| AF0490 BREWSTER PHOSPHORUS CORP TANK APPROX.18.7 KM 0732506.7 | AG6248| AG9085 WINAUMA AZ MK 2 388.095 METERS 08542 | AG6248| AG6249 WINAUMA AZ MK APPROX. 0.6 KM 0871202.3 | AG6248| CR8182 WINAUMA RM 5 15.225 METERS 09018 | AG6248| CW7913 WINAUMA RM 15.228 METERS 09018 | AG6248| CR8183 WINAUMA RM 6 17.028 METERS 26954 | AG6248| AG6251 WINAUMA RM 4 RESET 17.032 METERS 26955 | AG6248| CW7914 WINAUMA RM 4 28.173 METERS 27018 | AG6248| CW7911 WINAUMA RM 2 35.031 METERS 32241 | AG6248|---------------------------------------------------------------------| AG6248 AG6248 SUPERSEDED SURVEY CONTROL AG6248 AG6248 NAD 83(1990)- 27 42 15.72187(N) 082 09 43.54828(W) AD( ) B AG6248 ELLIP HT - 9.80 (m) (09/13/90) GP( ) 4 1 AG6248 NAD 83(1986)- 27 42 15.72397(N) 082 09 43.57142(W) AD( ) 2 AG6248 NAD 27 - 27 42 14.60943(N) 082 09 44.24641(W) AD( ) 2 AG6248 NGVD 29 - 35.08 (m) 115.1 (f) RESET 3 AG6248 AG6248.Superseded values are not recommended for survey control. AG6248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6248.See file dsdata.txt to determine how the superseded data were derived. AG6248 AG6248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8542564995(NAD 83) AG6248_MARKER: DS = TRIANGULATION STATION DISK AG6248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6248_STAMPING: WINAUMA 1937 AG6248_MARK LOGO: CGS AG6248_PROJECTION: RECESSED 10 CENTIMETERS AG6248_MAGNETIC: N = NO MAGNETIC MATERIAL AG6248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6248+STABILITY: SURFACE MOTION AG6248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG6248+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1999 AG6248 AG6248 HISTORY - Date Condition Report By AG6248 HISTORY - 1937 MONUMENTED CGS AG6248 HISTORY - 1957 GOOD CGS AG6248 HISTORY - 1958 GOOD CGS AG6248 HISTORY - 1962 GOOD CGS AG6248 HISTORY - 1973 GOOD NGS AG6248 HISTORY - 1973 GOOD NGS AG6248 HISTORY - 1979 GOOD NGS AG6248 HISTORY - 1980 GOOD NGS AG6248 HISTORY - 1980 GOOD NGS AG6248 HISTORY - 1981 GOOD FL-057 AG6248 HISTORY - 1985 GOOD FL-057 AG6248 HISTORY - 19870618 GOOD AG6248 HISTORY - 1989 GOOD NGS AG6248 HISTORY - 19901102 GOOD FLDNR AG6248 HISTORY - 19910501 GOOD KEISCH AG6248 HISTORY - 19990405 GOOD ASHTEC AG6248 HISTORY - 20001031 GOOD FL-057 AG6248 AG6248 STATION DESCRIPTION AG6248 AG6248'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RAE) AG6248'THIS STATION IS ABOUT 13.4 MILES BY ROAD W BY S OF BREWSTER AG6248'CROSSROADS, 13.9 MILES W BY S OF BREWSTER RAILROAD DEPOT. ON AG6248'THE S SIDE OF A MACADAM ROAD, IN OPEN TIMBER LAND. STATION AG6248'IS LOCATED 50.0 FEET S OF CENTER LINE OF PAVED ROAD. 36.5 AG6248'FEET N OF 12-INCH OAK TREE WITH BURNT SIDE. MARK IS FLUSH WITH AG6248'GROUND. AG6248' AG6248'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD AG6248'BRONZE DISKS SET IN CONCRETE. AG6248' AG6248'REFERENCE MARK NO. 1 IS 142.55 FEET NE OF STATION. 41.0 FEET AG6248'N OF CENTER LINE OF PAVED ROAD. 23.0 FEET W OF 6-INCH LONG AG6248'LEAF PINE. MARK PROJECTS ABOUT 3 INCHES. AG6248' AG6248'REFERENCE MARK NO. 2 IS 114.93 FEET NW OF STATION. 40.5 FEET AG6248'N OF CENTER LINE OF PAVED ROAD. 43.5 FEET S OF 12-INCH PINE AG6248'TREE. MARK PROJECTS 5 INCHES. AG6248' AG6248'AZIMUTH MARK IS 0.38 MILE E ALONG PAVED HIGHWAY. 51.0 FEET AG6248'N OF CENTER LINE OF PAVED ROAD. 10.0 FEET ESE OF 8-INCH AG6248'PINE TREE. MARK PROJECTS 4 INCHES. AG6248' AG6248'TO REACH FROM MULBERRY CROSS ROAD, GO S ON MACADAM ROAD 10.5 AG6248'MILES TO T-INTERSECTION AT BREWSTER RAILROAD DEPOT IN NW AG6248'ANGLE. HERE TURN W ACROSS RAILROAD AND GO 0.5 MILE TO AG6248'CROSSROADS AT GULF SERVICE STATION IN SW ANGLE. HERE TURN S AG6248'AND GO 0.2 MILE TO T-INTERSECTION. TURN W AND GO 0.3 MILE TO AG6248'T-INTERSECTION. TURN S AND GO S AND W 4.2 MILES TO A MACADAM AG6248'T-ROAD W THROUGH CATTLE GUARD. HERE TURN W AND GO 8.7 MILES OR AG6248'0.9 MILE W OF A CROSS ROAD AT SERVICE STATION IN SW ANGLE, AND AG6248'TO STATION SITE, WHICH IS ON S SIDE OF ROAD. AG6248' AG6248'HEIGHT OF LIGHT ABOVE STATION MARK 34.7 METERS. AG6248 AG6248 STATION RECOVERY (1957) AG6248 AG6248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JEW) AG6248'THE STATION MARKS, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH AG6248'MARK WERE RECOVERED IN GOOD CONDITION. REFERENCE MARKS 3 AND 4 AG6248'WERE ESTABLISHED. AG6248' AG6248'THE ORIGINAL DESCRIPTION IS INADEQUATE. A NEW DESCRIPTION AG6248'FOLLOWS-- AG6248' AG6248'LOCATED 8.6 MI. E ALONG STATE HIGHWAY 674 FROM THE RAILROAD AG6248'CROSSING AT WINAUMA, APPROXIMATELY 300 FT. NW OF THE NW CORNER AG6248'OF THE RESIDENCE OF W. A. STERLING, 50 FT. S OF THE CENTERLINE AG6248'OF THE HIGHWAY AND 1 FT. N OF A 4- BY 4-IN. CONCRETE WITNESS AG6248'POST. A STANDARD DISK, STAMPED WINAUMA 1937 SET IN THE TOP OF A AG6248'12-IN. ROUND CONCRETE MONUMENT SET FLUSH WITH THE GROUND. AG6248' AG6248'REFERENCE MARK 3 IS N OF THE STATION, 51 FT. N OF THE AG6248'CENTERLINE OF THE HIGHWAY, 13 FT. S OF AN 8-IN. PINE TREE, WITH AG6248'A BIG BLAZE NEAR THE GROUND ON THE S SIDE, AND 1.5 FT. N OF AG6248'A BARBED WIRE FENCE. A STANDARD DISK, STAMPED WIMAUMA RM 3 1937 AG6248'SET IN THE TOP OF AN 8-IN. SQUARE PRECAST CONCRETE MONUMENT WHICH AG6248'PROJECTS 4 IN. ABOVE THE GROUND. AG6248' AG6248'REFERENCE MARK 4 IS E OF THE STATION, 34 FT. W OF THE AG6248'CENTERLINE OF THE DRIVEWAY INTO MR. STERLINGS HOME, 50 FT. S AG6248'OF THE CENTERLINE OF THE HIGHWAY AND 42.5 FT. N-NE OF A 20-IN. AG6248'OAK TREE. A STANDARD DISK, STAMPED WINAUMA RM 4 1937 SET IN THE AG6248'TOP OF AN 8-IN. SQUARE PRECAST CONCRETE MONUMENT FLUSH WITH AG6248'THE GROUND. AG6248' AG6248'THE AZIMUTH MARK IS 0.38 MI. E OF THE STATION, APPROXIMATELY AG6248'600 FT. E OF A ROAD LEADING S, 49.3 FT. N OF THE CENTERLINE OF AG6248'THE HIGHWAY, 1 FT. N OF A BARBED WIRE FENCE AND 1 FT. S OF A AG6248'4- BY 4-IN. CONCRETE WITNESS POST. A STANDARD AZIMUTH-MARK AG6248'DISK, STAMPED WINAUMA AZIMUTH 1937 SET IN THE TOP OF A 12-IN. AG6248'SQUARE CONCRETE MONUMENT PROJECTING 2-IN. AG6248 AG6248 STATION RECOVERY (1958) AG6248 AG6248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW) AG6248'THIS STATION WAS RECOVERED IN SEPTEMBER, 1958, AND ALL MARKS AG6248'WERE FOUND IN GOOD CONDITION. IT IS LOCATED 8.2 MI. E OF AG6248'THE SEABOARD AIR LINE RAILROAD STATION AT WIMAUMA, AT THE NE AG6248'CORNER OF A CULTIVATED FIELD, IN LINE WITH A ROW OF POWER AG6248'POLES, 191 FT. NW OF THE NW CORNER OF A HOUSE OWNED BY AG6248'W. A. STERLING, 236 FT. E OF A POWER POLE 14-375-10, 213 FT. W AG6248'OF POWER POLE 14-375-9, 49.7 FT. S OF THE CENTERLINE OF AG6248'STATE HIGHWAY 674, 126 FT. W OF THE CENTERLINE OF A PRIVATE AG6248'DRIVEWAY, 74.5 FT. NW OF AN 18-IN. OAK TREE AND 1 FT. N OF A AG6248'CONCRETE WITNESS POST. A TRIANGULATION-STATION DISK, AG6248'STAMPED WINAUMA 1937, SET IN THE TOP OF A SQUARE CONCRETE AG6248'POST WHICH IS 0.2 FT. BELOW THE TOP OF THE GROUND. AG6248' AG6248'REFERENCE MARK 3 IS 102.10 FT. OR 31.120 M. N OF THE STATION, AG6248'219 FT. NW OF POWER POLE 14-375-9, 144 FT. N OF AN 18-IN. OAK AG6248'TREE, 51.5 FT. N OF THE CENTERLINE OF THE HIGHWAY AND 0.9 FT. S AG6248'OF A FENCE. A REFERENCE-MARK DISK SET IN THE TOP OF A SQUARE AG6248'CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE THE GROUND, STAMPED AG6248'WINAUMA RM 3 1937. AG6248' AG6248'REFERENCE MARK 4 IS 92.43 FT. OR 28.173 M. E OF THE STATION, AG6248'163 FT. N OF NW CORNER OF THE HOUSE, 119 FT. W OF POWER POLE AG6248'14-375-9, 50 FT. S OF THE CENTERLINE OF THE HIGHWAY, 34 FT. W AG6248'OF THE CENTERLINE OF A PRIVATE DRIVEWAY AND 42 FT. NE OF AN AG6248'18-IN. OAK TREE. A REFERENCE-MARK DISK SET IN THE TOP OF A AG6248'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED AG6248'WINAUMA RM 4 1937. AG6248' AG6248'THE AZIMUTH MARK IS 0.35 MI. E OF THE STATION, 221 YD. E OF A AG6248'JUNCTION WITH BILL TAYLOR ROAD, 227 YD. W OF A FENCE CORNER, AG6248'209 YD. W OF A STEEL GATE, 92 FT. E OF POWER POLE 14-375-6, AG6248'49 FT. N OF THE CENTERLINE OF THE HIGHWAY, 2.5 FT. S OF A FENCE AG6248'AND 0.9 FT. S OF A CONCRETE WITNESS POST. AN AZIMUTH-MARK AG6248'DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH AG6248'PROJECTS 0.1 FT. ABOVE THE GROUND, STAMPED WINAUMA 1937 AG6248'AZIMUTH. AG6248' AG6248'TO REACH THE STATION FROM THE SEABOARD AIR LINE RAILROAD AG6248'STATION AT WIMAUMA, GO 8.2 MI. E ALONG STATE HIGHWAY 674 TO A AG6248'HOUSE AND THE STATION ON THE RIGHT. AG6248 AG6248 STATION RECOVERY (1962) AG6248 AG6248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS) AG6248'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED AG6248'IN 1958. IT IS 50 FEET WEST OF A NEW DRIVEWAY TO THE HOUSE AND AG6248'51 FEET WEST OF TELEPHONE POLE 105. AG6248 AG6248 STATION RECOVERY (1973) AG6248 AG6248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN) AG6248'STATION MARK WAS RECOVERED IN GOOD CONDITION AND APPEARED AG6248'UNDISTURBED. REFERENCE MARKS 1, 2 AND AZIMUTH MARK WERE AG6248'DESTROYED WHEN STATE HIGHWAY 674 WAS WIDENED. REFERENCE MARKS AG6248'3, 4 AND AZIMUTH MARK WERE ESTABLISHED AT THIS TIME. A POLARIS AG6248'OBSERVATION WAS OBSERVED AT A LATER DATE DUE TO OVER CAST SKY AT AG6248'THIS TIME. DUE TO CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS. AG6248' AG6248'THE STATION IS ABOUT 24 MILES SOUTHEAST OF THE DOWNTOWN BUSINESS AG6248'SECTION OF TAMPA, 24 MILES SOUTHWEST OF BARTOW, 22 MILES SOUTH AG6248'OF PLANT CITY, 8 MILES EAST OF WIMAUMA, 1 MILE WEST OF THE AG6248'JUNCTION OF STATE HIGHWAY 674 AND STATE HIGHWAY 39 AND ON AG6248'HIGHWAY RIGHT-OF-WAY. AG6248' AG6248'TO REACH THE STATION FROM THE RAILROAD STATION IN WIMAUMA, AG6248'GO EAST ON STATE HIGHWAY 674 FOR 8.3 MILES TO STATION ON RIGHT. AG6248' AG6248'STATION MARK, A STANDARD DISK STAMPED WINAUMA 1937, IS SET IN AG6248'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS SET AG6248'4-INCHES BELOW THE GROUND SURFACE. IT IS 182 FEET NORTHWEST AG6248'OF THE NORTHWEST CORNER OF A CONCRETE BLOCK HOUSE, 62 FEET AG6248'WEST OF THE CENTER OF DRIVEWAY TO THE BLOCK HOUSE, 53 FEET AG6248'NORTHWEST OF AN 8-INCH OAK TREE, 50 FEET SOUTH OF THE CENTER AG6248'OF STATE HIGHWAY 674, 72 FEET EAST OF THE CENTER OF ANOTHER AG6248'DRIVEWAY, 3 FEET NORTH OF POWER LINE, 1.3 FEET NORTH OF A AG6248'4-INCH SQUARE CONCRETE POST AND 1 FOOT SOUTH OF A METAL AG6248'WITNESS POST. AG6248' AG6248'REFERENCE MARK 3, A STANDARD DISK STAMPED WINAUMA 1937 NO 3 1973, AG6248'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AG6248'THAT IS SET FLUSH WITH GROUND SURFACE. IT IS 159 FEET AG6248'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE BLOCK AG6248'HOUSE, 50 FEET SOUTH OF THE CENTER OF HIGHWAY, 21 FEET NORTH AG6248'OF THE 8-INCH OAK TREE, 11 FEET WEST OF THE CENTER OF THE AG6248'DRIVEWAY AND 2.2 FEET NORTH OF A METAL WITNESS POST. AG6248' AG6248'REFERENCE MARK 4, A STANDARD DISK STAMPED WINAUMA 1937 NO 4 AG6248'1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE AG6248'MONUMENT THAT IS SET FLUSH WITH THE GROUND SURFACE. IT IS 116 AG6248'FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 50 FEET AG6248'SOUTH OF THE CENTER OF HIGHWAY, 17 FEET EAST OF THE CENTER OF AG6248'THE DRIVEWAY AND 1.3 FEET NORTH OF A 4 FOOT HIGH WOOD POST AG6248'WITH A WITNESS SIGN NAILED TO IT. AG6248' AG6248'AZIMUTH MARK, A STANDARD DISK STAMPED WINAUMA 1937 1973, IS AG6248'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT AG6248'IS FLUSH. IT IS 0.25 MILE EAST OF STATION, 62 FEET NORTH OF AG6248'JUNCTION OF HIGHWAY AND BILL TAYLOR ROAD, 52 FEET NORTH OF AG6248'CENTER OF HIGHWAY, 25 FEET EAST OF POLE 14-3757, ON AN EXTENDED AG6248'LINE OF BILL TAYLOR ROAD, 1.5 FEET SOUTHWEST OF A METAL WITNESS AG6248'POST AND 1 FOOT SOUTH OF A WIRE FENCE. AG6248' AG6248'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AG6248'8.3 MILES EAST OF WIMAUMA. AG6248 AG6248 STATION RECOVERY (1973) AG6248 AG6248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AG6248'8.3 MI E FROM WIMAUMA. AG6248'8.3 MILES EAST ALONG STATE HIGHWAY 674 FROM THE RAILROAD DEPOT AG6248'IN WIMAUMA, OR 1 MILE WEST ALONG STATE HIGHWAY 674 FROM ITS AG6248'JUNCTION WITH STATE HIGHWAY 39 AT FT. LONESOME, 182 FEET AG6248'NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK HOUSE, 62 AG6248'FEET WEST OF THE CENTER OF A DRIVEWAY TO THE CONCRETE BLOCK AG6248'HOUSE, 53 FEET NORTHWEST OF AN 8-INCH OAK TREE, 50 FEET SOUTH AG6248'OF THE CENTER OF STATE HIGHWAY 674, 72 FEET EAST OF THE CENTER AG6248'OF ANOTHER DRIVEWAY, 3 FEET NORTH OF A ROW OF POWER LINE POLES, AG6248'1.3 FEET NORTH OF A 4-INCH SQUARE CONCRETE POST AND 1 FOOT SOUTH AG6248'OF A METAL WITNESS POST. AG6248 AG6248 STATION RECOVERY (1979) AG6248 AG6248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (MMH) AG6248'THIS STATION WAS RECOVERED IN MAY 1979. INFORMATION CONTAINED AG6248'IN THE 1937 AND 1957 DESCRIPTIONS ARE ADEQUATE. RM 1 AND RM 2 AG6248'ARE IN FACT DESTROYED. RM 3 AND RM 4, SET IN 1957 WERE ALSO AG6248'RECOVERED FROM THE INFORMATION. THE MARKS ARE IN EXCELLENT AG6248'CONDITION AND THE DISTANCES ARE ACCURATE. WINAUMA AZIMUTH 1937 AG6248'WAS ALSO RECOVERED AFTER A SHORT SEARCH OF THE AREA. HOWEVER, AG6248'3 MORE WITNESS POSTS WERE DISCOVERED IN THE AREA. THESE MARKS, AG6248'WHICH ARE IN EXCELLENT CONDITION, WERE FOUND TO BE WINAUMA AG6248'1937 1973, WINAUMA 1937 NO 3 1973, WINAUMA 1937 NO 4 1973. AG6248'SINCE WE DIDNT HAVE A 1973 RECOVERY FOR THESE MARKS, A 4 AG6248'POSITION CHECK WAS OBSERVED INITIALING ON WINAUMA AZIMUTH AG6248'1937 AND TURNING TO THE 3 NEWER MARKS. AFTER AG6248'RECEIVING THE 1973 RECOVERY WE FOUND THAT THE ANGLES ARE AG6248'CORRECT, AND THAT NOW THEY ARE TIED TO THE 1937 AZIMUTH MARK. AG6248'IN ADDITION AN 8 POSITION ASTRO AZIMUTH WAS OBSERVED TO AG6248'WINAUMA AZIMUTH 1937. ALL ANGLES AND AZIMUTHS CHECKED LESS AG6248'THAN 10 SECONDS. AG6248 AG6248 STATION RECOVERY (1980) AG6248 AG6248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JVD) AG6248'THE STATION, THE 1957 REFERENCE MARKS 3 AND 4, THE 1973 REFERENCE AG6248'MARKS 3 AND 4, AND BOTH AZIMUTH MARKS WERE RECOVERED IN GOOD CONDITION AG6248'AS PREVIOUSLY DESCRIBED. AG6248 AG6248 STATION RECOVERY (1980) AG6248 AG6248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 AG6248'RECOVERED IN GOOD CONDITION. AG6248 AG6248 STATION RECOVERY (1981) AG6248 AG6248'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1981 (SW) AG6248'WINAUMA 1937 RECOVERED GOOD. AG6248' AG6248'STA WINAUMA HAS VERTICAL OBSTRUCTION. RM 3 CLEAR. AG6248' AG6248'DISTANCE AND DIRECTION FROM NEAREST TOWN--13.4 MILES SW OF BREWSTER AG6248'CROSSROADS. AG6248 AG6248 STATION RECOVERY (1985) AG6248 AG6248'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW) AG6248'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTHWEST OF BALM AND 1.0 MILE AG6248'WEST OF FORT LONESOME. AG6248' AG6248'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 674 AND HWY AG6248'39, GO WEST ON STATE ROAD 674 FOR ABOUT 0.75 MILES TO THE INTERSECTION AG6248'OF BILL TAYLOR ROAD AND AZIMUTH MARK ON THE RIGHT, CONTINUE WEST ON AG6248'STATE ROAD 674 FOR 0.25 MILES TO THE STATION ON THE LEFT. AG6248' AG6248'THE STATION IS A STANDARD U.S.C. + G.S.DISK STAMPED---WINAUMA AG6248'1937---SET INTO THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT RECESSED AG6248'4 INCHES BELOW THE GROUND, LOCATED 55.2 FEET EAST NORTHEAST OF A FENCE AG6248'CORNER, 50.0 FEET SOUTH OF THE CENTERLINE OF STATE ROAD 674, 39.9 AG6248'FEET WEST NORTHWEST OF A FENCE CORNER, 1.1 FEET NORTH OF A CONCRETE AG6248'MONUMENT, 0.6 FEET SOUTH A METAL WITNESS POST. AG6248' AG6248'REFERNECE MARK NUMBER 3 IS A STANDARD U.S.C. + G.S.DISK AG6248'STAMPED---WINAUMA 1937 NO. 3 1973---SET INTO THE TOP OF A 12 INCH AG6248'ROUND CONCRETE MONUMNET FLUSH WITH THE GROUND, LOCATED 50.5 FEET NORTH AG6248'OF THE CENTERLINE OF STATE ROAD 674, 2.6 FEET SOUTHEAST OF A WOODEN AG6248'WITNESS POST, 1.3 FEET SOUTH OF A FENCELINE. AG6248' AG6248'REFERENCE MARK NUMBER 4 IS A STANDARD U.S.C. + G.S.DISK AG6248'STAMPED---WINAUMA RM 4 1937---SET INTO THE TOP OF A 12 INCH SQUARE AG6248'CONCRETE MONUMENT RECESSED 2 INCHES BELOW THE GROUND, LOCATED 120.1 AG6248'FEET WEST NORTHWEST OF A POWER POLE NUMBERED 28 WITH GUY ANCHOR AG6248'NUMBERED 200/253, 107.5 FEET EAST OF A SHELL DRIVE, 50.3 FEET SOUTH AG6248'OF THE CENTERLINE OF STATE ROAD 674, 28.3 FEET WEST OF A SHELL DRIVE. AG6248' AG6248'REFERENCE MARK NUMBER 5 IS A STANDARD U.S.C. + G.S.DISK AG6248'STAMPED---WINAUMA 1937 NO. 5 1973---SET INTO THE TOP OF A 12 INCH AG6248'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND, LOCATED 49.7 FEET AG6248'SOUTH OF THE CENTERLINE OF STATE ROAD 674, 12.1 FEET WEST OF THE AG6248'CENTERLINE OF A SHELL DRIVE, 10.4 FEET EAST NORTHEAST OF A CORNER AG6248'FENCE POST, 2.1 FEET NORTH OF A METAL WITNESS POST. AG6248' AG6248'REFERENCE MARK NUMBER 6 IS A STANDARD U.S.C. + G.S.DISK AG6248'STAMPED---WINAUMA 1937 NO. 6 1973---SET INTO THE TOP OF A 12 INCH AG6248'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND, LOCATED 49.9 FEET AG6248'SOUTH OF THE CENTERLINE OF STATE ROAD 674, 10.7 FEET EAST OF THE AG6248'CENTERLINE OF A SHELL DRIVE, 2.0 FEET NORTH OF A CORNER FENCE POST. AG6248' AG6248'AZIMUTH MARK NUMBER 1 IS A STANDARD U.S.C. + G.S.DISK AG6248'STAMPED---WINAUMA 1937 AZ 2 1973---SET INTO THE TOP OF A 12 INCH AG6248'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND, LOCATED 51.0 FEET AG6248'NORTH OF THE CENTERLINE OF STATE ROAD 674, 24.8 FEET EAST OF A POWER AG6248'POLE WITH TWO GUY ANCHORS NUMBERED 14/375/7, 1.0 FOOT EAST OF A METAL AG6248'WITNESS POST, 0.5 FOOT NORTH OF A FENCE LINE. AZIMUTH MARK IS IN THE AG6248'PROJECTED CENTERLINE OF BILL TAYLOR ROAD. AG6248' AG6248'AZIMUTH MARK NUMBER 2 IS A STANDARD U.S.C. + G.S.DISK AG6248'STAMPED---WINAUMA 1937 AZIMUTH---SET INTO THE TOP OF A 12 INCH AG6248'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND, LOCATED 91.9 FEET AG6248'EAST OF A POWER POLE NUMBERED 14/375/6, 49.4 FEET NORTH OF THE AG6248'CENTERLINE OF STATE ROAD 674, 2.3 FEET SOUTH OF A FENCE LINE. AG6248' AG6248'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE ROAD 674 AG6248'FOR ABOUT 0.36 MILES TO THE AZIMUTH MARK ON THE LEFT. AG6248 AG6248 STATION RECOVERY (1987) AG6248 AG6248'RECOVERED 1987 AG6248'RECOVERED IN GOOD CONDITION. AG6248 AG6248 STATION RECOVERY (1989) AG6248 AG6248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 AG6248'THE STATION IS LOCATED ABOUT 34.44 KM (21.40 MI) SOUTH OF PLANT CITY, AG6248'13.20 KM (8.20 MI) EAST OF WIMAUMA, IN FORT LONESOME, IN SECTION 13, T AG6248'32 S, R 21 E. OWNERSHIP--STATE ROAD RIGHT-OF-WAY. AG6248'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 39 AND STATE AG6248'ROAD 674 IN FORT LONESOME, GO WEST FOR 1.53 KM (0.95 MI) ON STATE ROAD AG6248'674 TO THE STATION ON LEFT. AG6248'LOCATED 20.91 M (68.6 FT) EAST FROM THE APPROXIMATE CENTER OF A DIM AG6248'DRIVE, 19.51 M (64.0 FT) WEST FROM THE APPROXIMATE CENTER OF A DIM AG6248'DRIVE, 15.15 M (49.7 FT) SOUTH FROM THE APPROXIMATE CENTER OF STATE AG6248'ROAD 674, 1.10 M (3.6 FT) NORTH FROM A FENCE LINE, 0.46 M (1.5 FT) AG6248'NORTH FROM A CONCRETE RIGHT-OF-WAY MONUMENT, 0.30 M (1.0 FT) SOUTH AG6248'FROM A METAL WITNESS POST AND 0.61 M (2.0 FT) NORTH FROM A CARSONITE AG6248'WITNESS POST. AG6248'DESCRIBED BY R.L. MALLOY. AG6248 AG6248 STATION RECOVERY (1990) AG6248 AG6248'RECOVERY NOTE BY FL DEPT OF NAT RES 1990 AG6248'THE STATION IS ABOUT 21.4 MI (34.4 KM) SOUTH OF PLANT CITY, 8.2 MI AG6248'(13.2 KM) EAST OF WINAUMA, IN FORT LONESOME, IN SECTION 13, T 32 S, R AG6248'21 E. AG6248'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 39 AND STATE AG6248'ROAD 674, GO WEST ON STATE ROAD 674 FOR 1.0 MI (1.6 KM) TO THE AG6248'STATION ON THE LEFT. AG6248'LOCATED 67.5 FT (20.6 M) EAST OF THE APPROXIMATE CENTERLINE OF A DIM AG6248'DRIVEWAY, 64.0 FT (19.5 M) WEST OF THE APPROXIMATE CENTERLINE OF A AG6248'DRIVEWAY, 50.0 FT (15.2 M) SOUTH OF THE CENTERLINE OF STATE ROAD 674, AG6248'3.6 FT (1.1 M) NORTH OF A FENCE LINE, 2.5 FT (0.8 M) NORTH OF A AG6248'CARSONITE WITNESS POST, 1.2 FT (0.4 M) NORTH OF A CONCRETE AG6248'RIGHT-OF-WAY MARKER AND 0.8 FT (24.4 CM) SOUTH OF A METAL WITNESS AG6248'POST. AG6248 AG6248 STATION RECOVERY (1991) AG6248 AG6248'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1991 AG6248'RECOVERED IN GOOD CONDITION. AG6248 AG6248 STATION RECOVERY (1999) AG6248 AG6248'RECOVERY NOTE BY ASHTECH 1999 AG6248'RECOVERED AS DESCRIBED. AG6248 AG6248 STATION RECOVERY (2000) AG6248 AG6248'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG6248'THE MARK IS ABOUT 16.85 MI EAST OF RUSKIN, 8.95 MI EAST OF WIMAUMA AND AG6248'1.0 MI WEST OF FORT AG6248'LONESOME, IN SECTION 12, TOWNSHIP 32 SOUTH, RANGE 21 EAST. AG6248' AG6248'TO REACH THE MARK FROM THE POST OFFICE IN WIMAUMA, GO EAST ON COUNTY AG6248'ROAD 674 FOR 6.7 AG6248'MI TO THE LITTLE MANATEE RIVER BRIDGE, BRIDGE NUMBER 100578, CONTINUE AG6248'EAST ON COUNTY AG6248'ROAD 674 FOR 2.25 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF A AG6248'12-INCH SQUARE CONCRETE AG6248'MONUMENT RECESSED 0.4 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 AG6248'FT BELOW THE AG6248'LEVEL OF COUNTY ROAD 674. THE MARK CAN ALSO BE REACHED FROM THE AG6248'INTERSECTION OF AG6248'COUNTY ROAD 674 AND COUNTY ROAD 39 IN FORT LONESOME, GO WEST ON COUNTY AG6248'ROAD 674 FOR AG6248'1.0 MI TO THE MARK ON THE LEFT. AG6248' AG6248'LOCATED 67.5 FT EAST OF THE APPROXIMATE CENTERLINE OF A DIM DRIVEWAY, AG6248'64.0 FT WEST OF THE AG6248'APPROXIMATE CENTERLINE OF A DIM DRIVEWAY, 55.2 FT EAST OF A FENCE AG6248'CORNER, 50.0 FT SOUTH OF AG6248'THE CENTERLINE OF STATE ROAD 674, 38.1 FT SOUTH OF A NAIL AND HILLS AG6248'COUNTY DISK IN THE AG6248'SOUTH EDGE OF PAVEMENT OF STATE ROAD 674, 1.1 FT NORTH OF A CONCRETE AG6248'RIGHT-OF-WAY AG6248'MARKER AND 0.6 FT SOUTH OF A METAL WITNESS POST WITH A NATIONAL AG6248'GEODETIC SURVEY AG6248'PLAQUE. AG6248' AG6248' AG6248' AG6248' AG6248' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG6249 *********************************************************************** AG6249 DESIGNATION - WINAUMA AZ MK AG6249 PID - AG6249 AG6249 STATE/COUNTY- FL/HILLSBOROUGH AG6249 USGS QUAD - FT LONESOME (1987) AG6249 AG6249 *CURRENT SURVEY CONTROL AG6249 ___________________________________________________________________ AG6249* NAD 83(1990)- 27 42 16.64583(N) 082 09 22.30928(W) ADJUSTED AG6249* NAVD 88 - 35.037 (meters) 114.95 (feet) ADJUSTED AG6249 ___________________________________________________________________ AG6249 LAPLACE CORR- -0.84 (seconds) DEFLEC99 AG6249 GEOID HEIGHT- -24.92 (meters) GEOID99 AG6249 DYNAMIC HT - 34.985 (meters) 114.78 (feet) COMP AG6249 MODELED GRAV- 979,162.6 (mgal) NAVD 88 AG6249 AG6249 HORZ ORDER - SECOND AG6249 VERT ORDER - SECOND CLASS 0 AG6249 AG6249.The horizontal coordinates were established by classical geodetic methods AG6249.and adjusted by the National Geodetic Survey in May 1991. AG6249.No horizontal observational check was made to the station. AG6249 AG6249.The orthometric height was determined by differential leveling AG6249.and adjusted by the National Geodetic Survey in June 1991. AG6249 AG6249.The Laplace correction was computed from DEFLEC99 derived deflections. AG6249 AG6249.The geoid height was determined by GEOID99. AG6249 AG6249.The dynamic height is computed by dividing the NAVD 88 AG6249.geopotential number by the normal gravity value computed on the AG6249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6249.degrees latitude (g = 980.6199 gals.). AG6249 AG6249.The modeled gravity was interpolated from observed gravity values. AG6249 AG6249; North East Units Scale Converg. AG6249;SPC FL W - 373,487.952 184,595.375 MT 0.99994410 -0 04 21.4 AG6249;UTM 17 - 3,065,017.513 386,006.896 MT 0.99976039 -0 32 15.3 AG6249 AG6249 SUPERSEDED SURVEY CONTROL AG6249 AG6249 NAD 83(1986)- 27 42 16.64784(N) 082 09 22.33241(W) AD( ) 2 AG6249 NGVD 29 - 35.315 (m) 115.86 (f) ADJ UNCH 2 0 AG6249 AG6249.Superseded values are not recommended for survey control. AG6249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6249.See file dsdata.txt to determine how the superseded data were derived. AG6249 AG6249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8600765018(NAD 83) AG6249_MARKER: DZ = AZIMUTH MARK DISK AG6249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6249_STAMPING: WINAUMA 1937 AZIMUTH AG6249_MARK LOGO: CGS AG6249_PROJECTION: FLUSH AG6249_MAGNETIC: N = NO MAGNETIC MATERIAL AG6249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6249+STABILITY: SURFACE MOTION AG6249 AG6249 HISTORY - Date Condition Report By AG6249 HISTORY - 1937 MONUMENTED CGS AG6249 HISTORY - 20001031 GOOD FL-057 AG6249 AG6249 STATION DESCRIPTION AG6249 AG6249'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG6249'THE MARK IS ABOUT 17.2 MI EAST OF RUSKIN, 9.3 MI EAST OF WIMAUMA, 0.6 AG6249'MI WEST OF FORT AG6249'LONESOME, IN SECTION 12, TOWNSHIP 32 SOUTH, RANGE 21 EAST. AG6249' AG6249'TO REACH THE MARK FROM THE POST OFFICE IN WIMAUMA, GO EAST ON COUNTY AG6249'ROAD 674 FOR 6.7 AG6249'MI TO THE LITTLE MANATEE RIVER BRIDGE, BRIDGE NUMBER 100578, CONTINUE AG6249'EAST ON COUNTY AG6249'ROAD 674 FOR 2.6 MI TO THE MARK ON THE LEFT, SET IN THE TOP OF A AG6249'12-INCH SQUARE CONCRETE AG6249'MONUMENT FLUSH WITH THE GROUND AND 1.5 FT BELOW THE LEVEL OF COUNTY AG6249'ROAD 674. THE AG6249'MARK CAN ALSO BE REACHED FROM THE INTERSECTION OF COUNTY ROAD 674 AND AG6249'COUNTY ROAD 39 AG6249'IN FORT LONESOME, GO WEST ON COUNTY ROAD 674 FOR 0.6 MI TO THE MARK ON AG6249'THE RIGHT. AG6249' AG6249'LOCATED 91.9 FT EAST OF A WOOD POWER POLE NUMBER 14-375-6, 49.4 FT AG6249'NORTH OF THE AG6249'CENTERLINE OF STATE ROAD 674, 38.5 FT NORTH OF A NAIL AND HILLS COUNTY AG6249'DISK IN THE NORTH AG6249'EDGE OF THE PAVEMENT OF STATE ROAD 674, 2.3 FT SOUTH OF A BARBED WIRE AG6249'FENCE AND 1.0 FT AG6249'NORTH OF A METAL WITNESS POST WITH A HILLSBOROUGH COUNTY SIGN AG6249'ATTACHED. AG6249' AG6249' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG9085 *********************************************************************** AG9085 DESIGNATION - WINAUMA AZ MK 2 AG9085 PID - AG9085 AG9085 STATE/COUNTY- FL/HILLSBOROUGH AG9085 USGS QUAD - FT LONESOME (1987) AG9085 AG9085 *CURRENT SURVEY CONTROL AG9085 ___________________________________________________________________ AG9085* NAD 83(1990)- 27 42 16.66815(N) 082 09 29.42260(W) ADJUSTED AG9085* NAVD 88 - 34.75 (+/-2cm) 114.0 (feet) VERTCON AG9085 ___________________________________________________________________ AG9085 LAPLACE CORR- -0.81 (seconds) DEFLEC99 AG9085 GEOID HEIGHT- -24.91 (meters) GEOID99 AG9085 AG9085 HORZ ORDER - SECOND AG9085 VERT ORDER - THIRD ? (See Below) AG9085 AG9085.The horizontal coordinates were established by classical geodetic methods AG9085.and adjusted by the National Geodetic Survey in May 1991. AG9085 AG9085.The NAVD 88 height was computed by applying the VERTCON shift value to AG9085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG9085.The vertical order pertains to the superseded datum. AG9085 AG9085.The Laplace correction was computed from DEFLEC99 derived deflections. AG9085 AG9085.The geoid height was determined by GEOID99. AG9085 AG9085; North East Units Scale Converg. AG9085;SPC FL W - 373,488.887 184,400.504 MT 0.99994418 -0 04 24.7 AG9085;UTM 17 - 3,065,020.030 385,812.075 MT 0.99976094 -0 32 18.6 AG9085 AG9085 SUPERSEDED SURVEY CONTROL AG9085 AG9085 NAD 83(1986)- 27 42 16.67019(N) 082 09 29.44573(W) AD( ) 2 AG9085 NGVD 29 - 35.03 (m) 114.9 (f) LEVELING 3 AG9085 AG9085.Superseded values are not recommended for survey control. AG9085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG9085.See file dsdata.txt to determine how the superseded data were derived. AG9085 AG9085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8581265020(NAD 83) AG9085_MARKER: DZ = AZIMUTH MARK DISK AG9085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG9085_STAMPING: WINAUMA 1937 AZ 2 1973 AG9085_MARK LOGO: NGS AG9085_PROJECTION: FLUSH AG9085_MAGNETIC: N = NO MAGNETIC MATERIAL AG9085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG9085+STABILITY: SURFACE MOTION AG9085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG9085+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000 AG9085 AG9085 HISTORY - Date Condition Report By AG9085 HISTORY - 1973 MONUMENTED NGS AG9085 HISTORY - 20001031 GOOD FL-057 AG9085 AG9085 STATION DESCRIPTION AG9085 AG9085'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG9085'THE MARK IS ABOUT 17.3 MI EAST OF RUSKIN, 9.4 MI EAST OF WIMAUMA, 0.75 AG9085'MI WEST OF FORT AG9085'LONESOME, IN SECTION 12, TOWNSHIP 32 SOUTH, RANGE 21 EAST. AG9085' AG9085'TO REACH THE MARK FROM THE POST OFFICE IN WIMAUMA, GO EAST ON COUNTY AG9085'ROAD 674 FOR 6.7 AG9085'MI TO THE LITTLE MANATEE RIVER BRIDGE, BRIDGE NUMBER 100578, CONTINUE AG9085'EAST ON COUNTY AG9085'ROAD 674 FOR 2.7 MI TO THE JUNCTION OF BILL TAYLOR ROAD ON THE RIGHT AG9085'AND THE MARK ON THE AG9085'LEFT (SET IN THE PROJECTED CENTERLINE OF BILL TAYLOR ROAD), SET IN THE AG9085'TOP OF A 12-INCH AG9085'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND 1.5 FT BELOW THE AG9085'LEVEL OF COUNTY AG9085'ROAD 674. THE MARK CAN ALSO BE REACHED FROM THE INTERSECTION OF AG9085'COUNTY ROAD 674 AND AG9085'COUNTY ROAD 39 IN FORT LONESOME, GO WEST ON COUNTY ROAD 674 FOR 0.75 AG9085'MI TO THE MARK ON AG9085'THE RIGHT. AG9085' AG9085'LOCATED 51.0 FT NORTH OF THE CENTERLINE OF STATE ROAD 674, 40.5 FT AG9085'NORTH OF A NAIL AND AG9085'HILLS COUNTY DISK IN THE NORTH EDGE OF THE PAVEMENT OF STATE ROAD 674, AG9085'24.8 FT WEST OF A AG9085'WOOD POWER POLE NUMBER 14-375-7 WITH TWO GUY ANCHORS, 1.0 FT WEST OF A AG9085'CARSONITE AG9085'WITNESS POST AND 0.5 FT NORTH OF A BARBED WIRE FENCELINE. AG9085' AG9085' AG9085' AG9085' AG9085' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG6250 *********************************************************************** AG6250 DESIGNATION - WINAUMA RM 3 RESET AG6250 PID - AG6250 AG6250 STATE/COUNTY- FL/HILLSBOROUGH AG6250 USGS QUAD - FT LONESOME (1987) AG6250 AG6250 *CURRENT SURVEY CONTROL AG6250 ___________________________________________________________________ AG6250* NAD 83(1990)- 27 42 16.71480(N) 082 09 43.33804(W) ADJUSTED AG6250* NAVD 88 - 35.03 (+/-2cm) 114.9 (feet) VERTCON AG6250 ___________________________________________________________________ AG6250 LAPLACE CORR- -0.74 (seconds) DEFLEC99 AG6250 GEOID HEIGHT- -24.91 (meters) GEOID99 AG6250 AG6250 HORZ ORDER - FIRST AG6250 VERT ORDER - THIRD ? (See Below) AG6250 AG6250.The horizontal coordinates were established by classical geodetic methods AG6250.and adjusted by the National Geodetic Survey in May 1991. AG6250 AG6250.The NAVD 88 height was computed by applying the VERTCON shift value to AG6250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG6250.The vertical order pertains to the superseded datum. AG6250 AG6250.The Laplace correction was computed from DEFLEC99 derived deflections. AG6250 AG6250.The geoid height was determined by GEOID99. AG6250 AG6250; North East Units Scale Converg. AG6250;SPC FL W - 373,490.818 184,019.288 MT 0.99994433 -0 04 31.2 AG6250;UTM 17 - 3,065,025.054 385,430.957 MT 0.99976202 -0 32 25.1 AG6250 AG6250|---------------------------------------------------------------------| AG6250| PID Reference Object Distance Geod. Az | AG6250| dddmmss.s | AG6250| AG9085 WINAUMA AZ MK 2 381.242 METERS 09013 | AG6250| CR8182 WINAUMA RM 5 32.075 METERS 16250 | AG6250| AG6248 WINAUMA 31.102 METERS 19040 | AG6250| CR8183 WINAUMA RM 6 38.152 METERS 21641 | AG6250|---------------------------------------------------------------------| AG6250 AG6250 SUPERSEDED SURVEY CONTROL AG6250 AG6250 NAD 83(1986)- 27 42 16.71690(N) 082 09 43.36117(W) AD( ) 1 AG6250 NGVD 29 - 35.31 (m) 115.8 (f) LEVELING 3 AG6250 AG6250.Superseded values are not recommended for survey control. AG6250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6250.See file dsdata.txt to determine how the superseded data were derived. AG6250 AG6250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8543165025(NAD 83) AG6250_MARKER: DR = REFERENCE MARK DISK AG6250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6250_STAMPING: WINAUMA 1937 NO 3 1973 AG6250_MARK LOGO: NGS AG6250_PROJECTION: FLUSH AG6250_MAGNETIC: N = NO MAGNETIC MATERIAL AG6250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6250+STABILITY: SURFACE MOTION AG6250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG6250+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2001 AG6250 AG6250 HISTORY - Date Condition Report By AG6250 HISTORY - 1973 MONUMENTED NGS AG6250 HISTORY - 1984 GOOD FL-057 AG6250 HISTORY - 19920806 GOOD USPSQD AG6250 HISTORY - 20010627 GOOD FLDEP AG6250 AG6250 STATION DESCRIPTION AG6250 AG6250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 AG6250'8.3 MI E FROM WIMAUMA. AG6250'8.3 MILES EAST ALONG STATE HIGHWAY 674 FROM THE RAILROAD DEPOT AG6250'IN WIMAUMA, OR 1 MILE WEST ALONG STATE HIGHWAY 674 FROM ITS AG6250'JUNCTION WITH STATE HIGHWAY 39 AT FT. LONESOME, 159 FEET AG6250'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK AG6250'HOUSE, 50 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 674, 21 FEET AG6250'NORTH OF AN 8-INCH OAK TREE, 11 FEET WEST OF THE CENTER OF AG6250'DRIVEWAY, 2.2 FEET NORTH OF A METAL WITNESS POST AND A STANDARD AG6250'REFERENCE DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE AG6250'MONUMENT THAT IS SET FLUSH WITH GROUND SURFACE. AG6250 AG6250 STATION RECOVERY (1984) AG6250 AG6250'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW) AG6250'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTHWEST OF BALM AND 1.0 MILE AG6250'WEST OF FORT LONESOME. AG6250' AG6250'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 674 AND HWY AG6250'39, GO WEST ON STATE ROAD 674 FOR ABOUT 0.75 MILES TO THE INTERSECTION AG6250'OF BILL TAYLOR ROAD AND STATE ROAD 674 TO AZIMUTH STATION ON RIGHT, AG6250'CONTINUE WEST ON STATE ROAD 674 FOR ABOUT 0.25 MILES TO THE STATION AG6250'ON THE RIGHT. AG6250' AG6250'THE STATION IS A STANDARD U.S.C.+ G.S. DISK STAMPED---WINAUMA 1937 AG6250'NO. 3 1973---SET INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT AG6250'FLUSH WITH THE GROUND, LOCATED 50.5 FEET NORTH OF THE CENTERLINE OF AG6250'STATE ROAD 674, 2.6 FEET SOUTHEAST OF A WOODEN WITNESS POST, 1.3 FEET AG6250'SOUTH OF A FENCELINE. AG6250' AG6250'REFERENCE MARK NUMBER 1 IS A STANDARD U.S.C. + G.S.DISK AG6250'STAMPED---WINAUMA 1937---SET INTO THE TOP OF A 12 INCH SQUARE CONCRETE AG6250'MONUMENT RECESSED 4 INCHES BELOW THE GROUND, LOCATED 50.0 FEET SOUTH AG6250'OF THE CENTERLINE OF STATE ROAD 674, 39.9 FEET WEST NORTHWEST OF THE AG6250'EAST FENCE CORNER, 55.2 FEET EAST NORTHEAST OF THE WEST FENCE CORNER, AG6250'1.1 FEET NORTH OF A CONCRETE MONUMENT, 0.6 FEET SOUTH OF A METAL AG6250'WITNESS POST. AG6250' AG6250'REFERENCE MARK NUMBER 6 IS A STANDARD U.S.C.+ G.S. DISK AG6250'STAMPED---WINAUMA 1937 NO. 6 1973---SET INTO THE TOP OF A 12 INCH AG6250'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND, 49.9 FEET SOUTH OF THE AG6250'CENTERLINE OF STATE ROAD 674, 10.7 FEET EAST OF THE CENTERLINE OF A AG6250'SHELL DRIVE, 2.0 FEET NORTH OF A CORNER FENCE POST. AG6250' AG6250'REFERENCE MARK NUMBER 5 IS A STANDARD U.S.C. + G.S.DISK AG6250'STAMPED---WINAUMA 1937 NO. 5 1973---SET INTO THE TOP OF A 12 INCH AG6250'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND, LOCATED 49.7 FEET AG6250'SOUTH OF THE CENTERLINE OF STATE ROAD 674, 12.1 FEET WEST OF A SHELL AG6250'DRIVE CENTERLINE, 10.4 FEET EAST NORTHEAST OF A CORNER FENCE POST, AG6250'2.1 FEET NORTH OF A METAL WITNESS POST. AG6250' AG6250'AZIMUTH MARK NUMBER 1 IS A STANDARD U.S.C. + G.S.DISK AG6250'STAMPED---WINAUMA 1937 AZ 2 1973---SET INTO THE TOP OF A 12 INCH AG6250'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND, LOCATED 51.0 FEET AG6250'NORTH OF THE CENTERLINE OF STATE ROAD 674, 24.8 FEET EAST OF A POWER AG6250'POLE WITH TWO GUY WIRES NUMBERED 14/375/7, 1.0 FOOT EAST OF A WITNESS AG6250'POST, 0.5 FOOT NORTH OF A FENCE LINE. THE STATION IS IN THE AG6250'PROJECTED CENTERLINE OF BILL TAYLOR ROAD. AG6250 AG6250 STATION RECOVERY (1992) AG6250 AG6250'RECOVERY NOTE BY US POWER SQUADRON 1992 (LBD) AG6250'RECOVERED IN GOOD CONDITION. AG6250 AG6250 STATION RECOVERY (2001) AG6250 AG6250'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AG6250'THE MARK IS ABOUT 16.85 MI EAST OF RUSKIN, 8.95 MI EAST OF WIMAUMA, AG6250'1.0 MI WEST OF FORT AG6250'LONESOME, IN SECTION 12, TOWNSHIP 32 SOUTH, RANGE 21 EAST. AG6250' AG6250'TO REACH THE MARK FROM THE POST OFFICE IN WIMAUMA, GO EAST ON COUNTY AG6250'ROAD 674 FOR 6.7 AG6250'MI TO THE LITTLE MANATEE RIVER BRIDGE NUMBER 100578, CONTINUE EAST ON AG6250'COUNTY ROAD 674 AG6250'FOR 2.25 MI TO THE MARK ON THE LEFT, SET IN THE TOP OF A 12-INCH ROUND AG6250'CONCRETE AG6250'MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH COUNTY ROAD 674. AG6250'THE MARK CAN AG6250'ALSO BE REACHED FROM THE INTERSECTION OF COUNTY ROAD 674 AND COUNTY AG6250'ROAD 39 IN FORT AG6250'LONESOME, GO WEST ON COUNTY ROAD 674 FOR 1.0 MI TO THE MARK ON THE AG6250'RIGHT. AG6250' AG6250'LOCATED 50.5 FT NORTH OF THE CENTERLINE OF COUNTY ROAD 674, 39.3 FT AG6250'NORTH OF A NAIL AND AG6250'HILLS COUNTY DISK IN THE NORTH EDGE OF THE PAVEMENT OF COUNTY ROAD AG6250'674, 2.6 FT AG6250'SOUTHEAST OF A WOODEN WITNESS POST AND U.S.C.G.S. SIGN AND 1.3 FT AG6250'SOUTH OF A BARBED WIRE AG6250'FENCE LINE. AG6250' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AL7138 *********************************************************************** AL7138 DESIGNATION - Z 349 AL7138 PID - AL7138 AL7138 STATE/COUNTY- FL/HILLSBOROUGH AL7138 USGS QUAD - PLANT CITY WEST (1993) AL7138 AL7138 *CURRENT SURVEY CONTROL AL7138 ___________________________________________________________________ AL7138* NAD 83(1986)- 28 00 54. (N) 082 08 08. (W) SCALED AL7138* NAVD 88 - 34.730 (meters) 113.94 (feet) ADJUSTED AL7138 ___________________________________________________________________ AL7138 GEOID HEIGHT- -25.56 (meters) GEOID99 AL7138 DYNAMIC HT - 34.679 (meters) 113.78 (feet) COMP AL7138 MODELED GRAV- 979,178.0 (mgal) NAVD 88 AL7138 AL7138 VERT ORDER - FIRST CLASS II AL7138 AL7138.The horizontal coordinates were scaled from a topographic map and have AL7138.an estimated accuracy of +/- 6 seconds. AL7138 AL7138.The orthometric height was determined by differential leveling AL7138.and adjusted by the National Geodetic Survey in June 1991. AL7138 AL7138.The geoid height was determined by GEOID99. AL7138 AL7138.The dynamic height is computed by dividing the NAVD 88 AL7138.geopotential number by the normal gravity value computed on the AL7138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7138.degrees latitude (g = 980.6199 gals.). AL7138 AL7138.The modeled gravity was interpolated from observed gravity values. AL7138 AL7138; North East Units Estimated Accuracy AL7138;SPC FL W - 407,880. 186,670. MT (+/- 180 meters Scaled) AL7138 AL7138 SUPERSEDED SURVEY CONTROL AL7138 AL7138 NGVD 29 - 34.986 (m) 114.78 (f) ADJUSTED 1 2 AL7138 AL7138.Superseded values are not recommended for survey control. AL7138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7138.See file dsdata.txt to determine how the superseded data were derived. AL7138 AL7138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL883993(NAD 83) AL7138_MARKER: DB = BENCH MARK DISK AL7138_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AL7138_STAMPING: Z 349 1978 AL7138_MARK LOGO: NGS AL7138_PROJECTION: RECESSED 10 CENTIMETERS AL7138_MAGNETIC: N = NO MAGNETIC MATERIAL AL7138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL7138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AL7138+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000 AL7138_ROD/PIPE-DEPTH: 4.88 meters AL7138 AL7138 HISTORY - Date Condition Report By AL7138 HISTORY - 1978 MONUMENTED NGS AL7138 HISTORY - 19930122 GOOD USPSQD AL7138 HISTORY - 20001031 GOOD FL-057 AL7138 AL7138 STATION DESCRIPTION AL7138 AL7138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AL7138'IN PLANT CITY. AL7138'0.55 MILE WEST ALONG U.S. ROUTE 92 AND STATE ROUTE 574 FROM THE POST AL7138'OFFICE IN PLANT CITY TO THE MARK ON THE LEFT, SET BY A CONCRETE POWER AL7138'POLE AND FIRE HYDRANT, 110 FEET WEST OF THE JUNCTION OF 92 AND 574, AL7138'18 FEET EAST OF CENTER OF N. BARANCA STREET, 15 FEET SOUTH OF AL7138'CENTER LINE OF HIGHWAY, 2 FEET NORTH OF CONCRETE POWER POLE NUMBER AL7138'45-111 WITH STREET LAMP, 2 FEET WEST OF FIRE HYDRANT. AL7138'THE MARK IS ABOVE LEVEL WITH HIGHWAY. AL7138 AL7138 STATION RECOVERY (1993) AL7138 AL7138'RECOVERY NOTE BY US POWER SQUADRON 1993 (AWM) AL7138'RECOVERED IN GOOD CONDITION. AL7138 AL7138 STATION RECOVERY (2000) AL7138 AL7138'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AL7138'THE MARK IS IN PLANT CITY, IN SECTION 29, TOWNSHIP 28 SOUTH, RANGE 22 AL7138'EAST. AL7138' AL7138'TO REACH THE MARK FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS AL7138'STREET) AND THE POST AL7138'OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO EAST AL7138'ON U.S. HIGHWAY 92 AL7138'EAST (REYNOLDS STREET), (WHICH IS A ONE-WAY STREET) FOR 100.0 FT TO AL7138'THE INTERSECTION OF AL7138'WHEELER STREET, TURN LEFT ON WHEELER STREET AND GO NORTH FOR 0.1 MI TO AL7138'THE AL7138'INTERSECTION OF U.S. HIGHWAY 92 WEST (BAKER STREET), (WHICH IS A AL7138'ONE-WAY STREET), TURN AL7138'LEFT ON BAKER STREET AND GO WEST FOR 0.7 MI TO THE INTERSECTION OF AL7138'ALEXANDER STREET, AL7138'TURN LEFT ON ALEXANDER STREET AND GO SOUTH FOR 0.1 MI TO THE AL7138'INTERSECTION OF U.S. AL7138'HIGHWAY 92 EAST (THONOTOSASSA STREET), TURN LEFT ON THONOTOSASSA AL7138'STREET AND GO EAST AL7138'FOR 0.15 MI TO THE END OF THONOTOSASSA STREET AND THE JUNCTION OF AL7138'REYNOLDS STREET AL7138'(REYNOLDS STREET CONTINUES EASTERLY AS U.S. HIGHWAY 92 EAST, COUNTY AL7138'ROAD 574, WHICH IS A AL7138'ONE-WAY STREET AND WESTERLY AS COUNTY ROAD 574, WHICH IS A TWO LANE AL7138'STREET), TURN AL7138'RIGHT ON REYNOLDS STREET AND GO SOUTH FOR 110.0 FT TO THE JUNCTION OF AL7138'BARANCA STREET AL7138'AND TO THE MARK ON THE LEFT, THE MARK IS A USCGS BRASS DISK ATTACHED AL7138'TO THE TOP OF A AL7138'STAINLESS STEEL ROD DRIVEN INTO THE GROUND ENCASED IN A 4-INCH PVC AL7138'PIPE, RECESSED 0.4 FT AL7138'BELOW THE TOP OF THE PVC PIPE AND 0.2 FT ABOVE THE LEVEL OF REYNOLDS AL7138'STREET. AL7138' AL7138'LOCATED 86.8 FT NORTHWEST OF THE NORTHWEST CORNER OF A BLOCK BUILDING AL7138'NUMBER 1219 AL7138'(NU-WAY CLEANERS), 16.6 FT EAST OF A NAIL AND HILLS COUNTY DISK IN THE AL7138'CENTERLINE OF AL7138'BARANCA STREET, 2.8 FT SOUTH OF A NAIL AND HILLS COUNTY DISK IN THE AL7138'SOUTH EDGE OF THE AL7138'PAVEMENT OF STATE ROAD 574 (REYNOLDS STREET) AND 1.2 FT NORTH OF AL7138'CONCRETE LIGHT POLE AL7138'NUMBER 35613-43804 AND A METAL WITNESS POST WITH A HILLSBOROUGH COUNTY AL7138'SIGN ATTACHED. AL7138' AL7138' AL7138' AL7138'