1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AG8684 *********************************************************************** AG8684 DESIGNATION - BH A AG8684 PID - AG8684 AG8684 STATE/COUNTY- FL/HILLSBOROUGH AG8684 USGS QUAD - BRANDON (1987) AG8684 AG8684 *CURRENT SURVEY CONTROL AG8684 ___________________________________________________________________ AG8684* NAD 83(1990)- 27 54 13.35673(N) 082 16 39.06694(W) ADJUSTED AG8684* NAVD 88 - 19.53 (+/-2cm) 64.1 (feet) VERTCON AG8684 ___________________________________________________________________ AG8684 LAPLACE CORR- -1.26 (seconds) DEFLEC99 AG8684 GEOID HEIGHT- -25.12 (meters) GEOID03 AG8684 AG8684 HORZ ORDER - THIRD AG8684 VERT ORDER - THIRD ? (See Below) AG8684 AG8684.The horizontal coordinates were established by classical geodetic methods AG8684.and adjusted by the National Geodetic Survey in May 1991. AG8684 AG8684.The NAVD 88 height was computed by applying the VERTCON shift value to AG8684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8684.The vertical order pertains to the NGVD 29 superseded value. AG8684 AG8684.The Laplace correction was computed from DEFLEC99 derived deflections. AG8684 AG8684.The geoid height was determined by GEOID03. AG8684 AG8684; North East Units Scale Factor Converg. AG8684;SPC FL W - 395,569.870 172,680.073 MT 0.99995039 -0 07 47.6 AG8684;UTM 17 - 3,087,191.957 374,273.774 MT 0.99979510 -0 35 52.6 AG8684 AG8684! - Elev Factor x Scale Factor = Combined Factor AG8684!SPC FL W - 1.00000088 x 0.99995039 = 0.99995127 AG8684!UTM 17 - 1.00000088 x 0.99979510 = 0.99979598 AG8684 AG8684 SUPERSEDED SURVEY CONTROL AG8684 AG8684 NAD 83(1986)- 27 54 13.36404(N) 082 16 39.08821(W) AD( ) 3 AG8684 NGVD 29 (06/09/89) 19.82 (m) 65.0 (f) LEVELING 3 AG8684 AG8684.Superseded values are not recommended for survey control. AG8684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8684.See file dsdata.txt to determine how the superseded data were derived. AG8684 AG8684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7427487192(NAD 83) AG8684_MARKER: DE = TRAVERSE STATION DISK AG8684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8684_SP_SET: SET IN TOP OF CONCRETE MONUMENT AG8684_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG8684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8684+STABILITY: SURFACE MOTION AG8684_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG8684+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005 AG8684 AG8684 HISTORY - Date Condition Report By AG8684 HISTORY - 1983 MONUMENTED FL-057 AG8684 HISTORY - 20050823 GOOD POLASS AG8684 AG8684 STATION DESCRIPTION AG8684 AG8684'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG8684'STATION LOCATED 5 MILES EAST SOUTHEAST OF THE INTERSECTION OF AG8684'INTERSTATES 4 AND 75 AND 2.3 MILES SOUTH OF HWY 60. AG8684' AG8684'TO REACH THE STATION FROM THE INTERSECTION OF HWY 60 AND HWY 301 AG8684'PROCEED EAST ON HWY 60 FOR 4.5 MILES TO THE INTERSECTION WITH BRYAN AG8684'ROAD, THEN SOUTH ON BRYAN ROAD FOR 2.3 MILES TO STATION ON RIGHT. AG8684' AG8684'STATION IS A STANDARD H.C.E.D. DISK STAMPED---BH-A---. THE SURFACE AG8684'DISK IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT RECESSED AG8684'FOUR INCHES BELOW THE GROUND, LOCATED 27.53 FEET SOUTH SOUTHEAST TO A AG8684'TELEPHONE POLE, 53.4 FEET NORTHWEST OF A 4 FOOT BARBED WIRE FENCE AG8684'CORNER, 80.3 FEET SOUTHWEST OF A POWER POLE, 98.92 FEET SOUTHWEST OF AG8684'A 30 INCH OAK TREE, 15 FEET WEST OF THE CENTERLINE OF BRAYN ROAD, 8 AG8684'FEET EAST SOUTHEAST OF A METAL WITNESS POST, 8.5 FEET EAST OF A 4 FOOT AG8684'WOOD FENCE. THERE IS NO UNDERGROUND MARK. STATION IS A COUNTY AG8684'TRAVERSE. AG8684 AG8684 STATION RECOVERY (2005) AG8684 AG8684'RECOVERY NOTE BY POLARIS ASSOCIATES 2005 (TME) AG8684'2FOOT OFF EP AND NORTH OF BRICK DRIVEWAY. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AG8688 *********************************************************************** AG8688 DESIGNATION - BH C AG8688 PID - AG8688 AG8688 STATE/COUNTY- FL/HILLSBOROUGH AG8688 USGS QUAD - BRANDON (1987) AG8688 AG8688 *CURRENT SURVEY CONTROL AG8688 ___________________________________________________________________ AG8688* NAD 83(1990)- 27 53 46.22636(N) 082 16 39.11668(W) ADJUSTED AG8688* NAVD 88 - 14.90 (+/-2cm) 48.9 (feet) VERTCON AG8688 ___________________________________________________________________ AG8688 LAPLACE CORR- -1.23 (seconds) DEFLEC99 AG8688 GEOID HEIGHT- -25.11 (meters) GEOID03 AG8688 AG8688 HORZ ORDER - THIRD AG8688 VERT ORDER - THIRD ? (See Below) AG8688 AG8688.The horizontal coordinates were established by classical geodetic methods AG8688.and adjusted by the National Geodetic Survey in May 1991. AG8688 AG8688.The NAVD 88 height was computed by applying the VERTCON shift value to AG8688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8688.The vertical order pertains to the NGVD 29 superseded value. AG8688 AG8688.The Laplace correction was computed from DEFLEC99 derived deflections. AG8688 AG8688.The geoid height was determined by GEOID03. AG8688 AG8688; North East Units Scale Factor Converg. AG8688;SPC FL W - 394,734.769 172,676.820 MT 0.99995039 -0 07 47.5 AG8688;UTM 17 - 3,086,357.041 374,263.702 MT 0.99979513 -0 35 52.1 AG8688 AG8688! - Elev Factor x Scale Factor = Combined Factor AG8688!SPC FL W - 1.00000160 x 0.99995039 = 0.99995199 AG8688!UTM 17 - 1.00000160 x 0.99979513 = 0.99979673 AG8688 AG8688 SUPERSEDED SURVEY CONTROL AG8688 AG8688 NAD 83(1986)- 27 53 46.23413(N) 082 16 39.13817(W) AD( ) 3 AG8688 NGVD 29 (06/09/89) 15.19 (m) 49.8 (f) LEVELING 3 AG8688 AG8688.Superseded values are not recommended for survey control. AG8688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8688.See file dsdata.txt to determine how the superseded data were derived. AG8688 AG8688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7426486357(NAD 83) AG8688_MARKER: DE = TRAVERSE STATION DISK AG8688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8688_SP_SET: SET IN TOP OF CONCRETE MONUMENT AG8688_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG8688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8688+STABILITY: SURFACE MOTION AG8688_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG8688+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005 AG8688 AG8688 HISTORY - Date Condition Report By AG8688 HISTORY - 1983 MONUMENTED FL-057 AG8688 HISTORY - 20050823 GOOD POLASS AG8688 AG8688 STATION DESCRIPTION AG8688 AG8688'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG8688'STATION LOCATED 5 MILES EAST SOUTHEAST OF THE INTERSECTION OF AG8688'INTERSTATES 4 AND 75 AND 3 MILES SOUTH OF HWY 60. AG8688' AG8688'TO REACH THE STATION FROM THE INTERSECTION OF HWY 60 AND HWY 301 AG8688'PROCEED EAST ON HWY 60 ABOUT 4.5 MILES TO THE INTERSECTION WITH BRYAN AG8688'ROAD, THEN SOUTH ON BRYAN ROAD 2.95 MILES TO STATION ON THE RIGHT. AG8688' AG8688'STATION IS A STANDARD H.C.E.D. DISK STAMPED---BH-C---. THE SURFACE AG8688'DISK IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT RECESSED AG8688'FOUR INCHES BELOW THE GROUND, LOCATED 16.89 FEET NORTH NORTHEAST OF AN AG8688'8 INCH OAK TREE, 54.47 FEET NORTH WEST OF A POWER POLE, 78 FEET AG8688'NORTHEAST OF CONCRETE LIGHT POLE, 90 FEET SOUTH SOUTHEAST OF A AG8688'TELEPHONE POLE, 16.4 FEET WEST OF THE CENTERLINE OF BRYAN ROAD, 27.3 AG8688'FEET EAST OF A METAL WITNESS POST. THERE IS NO UNDERGROUND MARK. AG8688'STATION IS A COUNTY TRAVERSE. AG8688 AG8688 STATION RECOVERY (2005) AG8688 AG8688'RECOVERY NOTE BY POLARIS ASSOCIATES 2005 (TME) AG8688'OAK CANOPY PREVENTS GPS OBS 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AG8689 *********************************************************************** AG8689 DESIGNATION - BH D AG8689 PID - AG8689 AG8689 STATE/COUNTY- FL/HILLSBOROUGH AG8689 USGS QUAD - BRANDON (1987) AG8689 AG8689 *CURRENT SURVEY CONTROL AG8689 ___________________________________________________________________ AG8689* NAD 83(1990)- 27 53 36.85961(N) 082 16 30.22119(W) ADJUSTED AG8689* NAVD 88 - 14.50 (+/-2cm) 47.6 (feet) VERTCON AG8689 ___________________________________________________________________ AG8689 LAPLACE CORR- -1.22 (seconds) DEFLEC99 AG8689 GEOID HEIGHT- -25.11 (meters) GEOID03 AG8689 AG8689 HORZ ORDER - THIRD AG8689 VERT ORDER - THIRD ? (See Below) AG8689 AG8689.The horizontal coordinates were established by classical geodetic methods AG8689.and adjusted by the National Geodetic Survey in May 1991. AG8689 AG8689.The NAVD 88 height was computed by applying the VERTCON shift value to AG8689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8689.The vertical order pertains to the NGVD 29 superseded value. AG8689 AG8689.The Laplace correction was computed from DEFLEC99 derived deflections. AG8689 AG8689.The geoid height was determined by GEOID03. AG8689 AG8689; North East Units Scale Factor Converg. AG8689;SPC FL W - 394,445.902 172,919.442 MT 0.99995022 -0 07 43.3 AG8689;UTM 17 - 3,086,066.246 374,503.918 MT 0.99979439 -0 35 47.7 AG8689 AG8689! - Elev Factor x Scale Factor = Combined Factor AG8689!SPC FL W - 1.00000167 x 0.99995022 = 0.99995189 AG8689!UTM 17 - 1.00000167 x 0.99979439 = 0.99979606 AG8689 AG8689 SUPERSEDED SURVEY CONTROL AG8689 AG8689 NAD 83(1986)- 27 53 36.86736(N) 082 16 30.24274(W) AD( ) 3 AG8689 NGVD 29 (06/09/89) 14.79 (m) 48.5 (f) LEVELING 3 AG8689 AG8689.Superseded values are not recommended for survey control. AG8689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8689.See file dsdata.txt to determine how the superseded data were derived. AG8689 AG8689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7450486066(NAD 83) AG8689_MARKER: DE = TRAVERSE STATION DISK AG8689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8689_SP_SET: SET IN TOP OF CONCRETE MONUMENT AG8689_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG8689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8689+STABILITY: SURFACE MOTION AG8689 AG8689 HISTORY - Date Condition Report By AG8689 HISTORY - 1983 MONUMENTED FL-057 AG8689 HISTORY - 20050823 MARK NOT FOUND POLASS AG8689 AG8689 STATION DESCRIPTION AG8689 AG8689'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG8689'STATION LOCATED 5 MILES EAST SOUTHEAST OF THE INTERSECTION OF AG8689'INTERSTATES 4 AND 75 AND 3 MILES SOUTH OF HWY 60. AG8689' AG8689'TO REACH THE STATION FROM THE INTERSECTION OF HWY 60 AND HWY 301 AG8689'PROCEED EAST ON HWY 60 ABOUT 4.4 MILES TO THE INTERSECTION WITH LITHIA AG8689'ROAD, THEN SOUTHEASTERLY ON LITHIA ROAD FOR 1 MILE TO THE INTERSECTION AG8689'WITH BELL SHAOLS ROAD, THEN SOUTH ON BELL SHOALS ROAD FOR 2 MILES TO AG8689'THE INTERSECTION WITH BLOOMINGDALE AVENUE, THEN WEST ON BLOOMINGDALE AG8689'AVENUE FOR 0.5 MILE TO STATION ON LEFT. AG8689' AG8689'STATION IS A STANDARD H.C.E.D. DISK STAMPED---BH-D---. THE SURFACE AG8689'DISK IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT RECESSED AG8689'FOUR INCHES BELOW THE GROUND, LOCATED 2.92 FEET WEST NORTHWEST OF A AG8689'POWER POLE, 48.39 FEET NORTH EAST OF THE NORTHEAST CORNER OF A AG8689'CONCRETE BLOCK HOUSE, 47 FEET WEST OF THE CENTERLINE OF MARIANNE DRIVE AG8689'DRIVE, 60.15 FEET SOUTH SOUTHWEST OF A TELEPHONE POLE, 27.5 FEET SOUTH AG8689'OF THE CENTERLINE OF BLOOMINGDALE AVENUE, 3 FEET WEST OF A METAL AG8689'WITNESS POST. THERE IS NO UNDERGROUND MARK. STATION IS A COUNTY AG8689'TRAVERSE. AG8689 AG8689 STATION RECOVERY (2005) AG8689 AG8689'RECOVERY NOTE BY POLARIS ASSOCIATES 2005 (TME) AG8689'ROAD CONSTRUCTION APPARENTLY BURIED OR DESTROYED THE MONUMENT. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 DG8968 *********************************************************************** DG8968 DESIGNATION - D E BROOKS DG8968 PID - DG8968 DG8968 STATE/COUNTY- FL/HILLSBOROUGH DG8968 USGS QUAD - BRANDON (1987) DG8968 DG8968 *CURRENT SURVEY CONTROL DG8968 ___________________________________________________________________ DG8968* NAD 83(1999)- 27 53 58.88226(N) 082 17 44.42153(W) ADJUSTED DG8968* NAVD 88 - 9.2 (meters) 30. (feet) GPS OBS DG8968 ___________________________________________________________________ DG8968 X - 756,227.014 (meters) COMP DG8968 Y - -5,589,995.897 (meters) COMP DG8968 Z - 2,966,678.179 (meters) COMP DG8968 LAPLACE CORR- -1.26 (seconds) DEFLEC99 DG8968 ELLIP HEIGHT- -15.92 (meters) (12/06/04) GPS OBS DG8968 GEOID HEIGHT- -25.09 (meters) GEOID03 DG8968 DG8968 HORZ ORDER - FIRST DG8968 ELLP ORDER - FOURTH CLASS I DG8968 DG8968.The horizontal coordinates were established by GPS observations DG8968.and adjusted by the DC JOHNSON ASSOC in December 2004. DG8968 DG8968.The orthometric height was determined by GPS observations and a DG8968.high-resolution geoid model. DG8968 DG8968.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG8968 DG8968.The Laplace correction was computed from DEFLEC99 derived deflections. DG8968 DG8968.The ellipsoidal height was determined by GPS observations DG8968.and is referenced to NAD 83. DG8968 DG8968.The geoid height was determined by GEOID03. DG8968 DG8968; North East Units Scale Factor Converg. DG8968;SPC FL W - 395,128.512 170,891.838 MT 0.99995163 -0 08 18.1 DG8968;UTM 17 - 3,086,765.287 372,482.268 MT 0.99980070 -0 36 22.9 DG8968 DG8968! - Elev Factor x Scale Factor = Combined Factor DG8968!SPC FL W - 1.00000250 x 0.99995163 = 0.99995413 DG8968!UTM 17 - 1.00000250 x 0.99980070 = 0.99980320 DG8968 DG8968 SUPERSEDED SURVEY CONTROL DG8968 DG8968.No superseded survey control is available for this station. DG8968 DG8968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7248286765(NAD 83) DG8968_MARKER: DD = SURVEY DISK DG8968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8968_STAMPING: D E BROOKS 2000 DG8968_MARK LOGO: FL-057 DG8968_PROJECTION: RECESSED 18 CENTIMETERS DG8968_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT DG8968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8968+STABILITY: SURFACE MOTION DG8968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8968+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005 DG8968 DG8968 HISTORY - Date Condition Report By DG8968 HISTORY - 20010206 MONUMENTED FL-057 DG8968 HISTORY - 20050610 GOOD INDIV DG8968 HISTORY - 20050823 GOOD POLASS DG8968 DG8968 STATION DESCRIPTION DG8968 DG8968'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 2001 (RAJ) DG8968'THE STATION IS LOCATED IN HILLSBOROUGH COUNTY, FLORIDA ABOUT 10.25 DG8968'MILES EAST-SOUTHEAST OF THE CITY OF TAMPA, 2.5 MILES SOUTH OF DG8968'BRANDON, IN SECTION 3 TOWNESHIP 30 SOUTH, RANGE 20 EAST. DG8968'OWNERSHIP--HILLSBOROUGH COUNTY. TO REACH THE STATION FROM THE DG8968'INTERSECTION OF BLOOMINGDALE AVE., AND KINGS AVE., PROCEED NORTH ON DG8968'KINGS AVE. FOR 0.45 MILES TO THE NORTH ENTRANCE TO J.C. HANDLY PARK, DG8968'TURN LEFT (WEST) ONTO THE ENTRANCE ROAD AS IT CURVES TO THE LEFT DG8968'(SOUTH) TO THE PARKING LOT FOR TENNIS COURTS AND FOOTBALL FIELD, TURN DG8968'RIGHT (WEST) AND GO 225.0 FT TO THE END OF THE PARKING LOT. THE DG8968'STATION IS IN THE GRASS FIELD JUST SOUTH OF THE TENNIS COURTS AND DG8968'EAST OF THE CONCRETE SIDEWALK. THE STATION IS A 24 INCH CONCRETE DG8968'MONUMENT. RECESSED 7 INCHES BELOW THE GROUND. DG8968' DG8968'2.0 FT WEST OF A CARSONITE WITNESS POST AND HILLSBOROUGH COUNTY DG8968'STICKER. 85.6 FT NORTH OF A NAIL AND HILLS COUNTY DISK IN THE NORTH DG8968'EDGE OF PAVEMENT OF PARKING LOT FOR TENNIS COURTS. 97.3 FT NORTHWEST DG8968'OF THE NORTHWEST CORNER OF THE CONCRETE PAD OF A BUS-STOP SHELTER. DG8968'5.0 FT EAST OF THE EAST EDGE OF A 5 .0 FT CONCRETE SIDEWALK. 32.0 FT DG8968'SOUTH OF A CHAIN LINK FENCE AROUND THE TENNIS COURTS. DG8968 DG8968 STATION RECOVERY (2005) DG8968 DG8968'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (AJK) DG8968'RECOVERED AS DESCRIBED DG8968 DG8968 STATION RECOVERY (2005) DG8968 DG8968'RECOVERY NOTE BY POLARIS ASSOCIATES 2005 (TME) DG8968'WITNESS POST REMOVED, 1FOOT BELOW GRADE 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AG8943 *********************************************************************** AG8943 DESIGNATION - LIMON A AG8943 PID - AG8943 AG8943 STATE/COUNTY- FL/HILLSBOROUGH AG8943 USGS QUAD - BRANDON (1987) AG8943 AG8943 *CURRENT SURVEY CONTROL AG8943 ___________________________________________________________________ AG8943* NAD 83(1990)- 27 54 07.04569(N) 082 15 04.43192(W) ADJUSTED AG8943* NAVD 88 - 21.86 (+/-2cm) 71.7 (feet) VERTCON AG8943 ___________________________________________________________________ AG8943 LAPLACE CORR- -1.36 (seconds) DEFLEC99 AG8943 GEOID HEIGHT- -25.14 (meters) GEOID03 AG8943 AG8943 HORZ ORDER - SECOND AG8943 VERT ORDER - THIRD ? (See Below) AG8943 AG8943.The horizontal coordinates were established by classical geodetic methods AG8943.and adjusted by the National Geodetic Survey in May 1991. AG8943 AG8943.The NAVD 88 height was computed by applying the VERTCON shift value to AG8943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8943.The vertical order pertains to the NGVD 29 superseded value. AG8943 AG8943.The Laplace correction was computed from DEFLEC99 derived deflections. AG8943 AG8943.The geoid height was determined by GEOID03. AG8943 AG8943; North East Units Scale Factor Converg. AG8943;SPC FL W - 395,370.021 175,267.521 MT 0.99994872 -0 07 03.2 AG8943;UTM 17 - 3,086,971.013 376,859.093 MT 0.99978716 -0 35 08.2 AG8943 AG8943! - Elev Factor x Scale Factor = Combined Factor AG8943!SPC FL W - 1.00000052 x 0.99994872 = 0.99994924 AG8943!UTM 17 - 1.00000052 x 0.99978716 = 0.99978768 AG8943 AG8943 SUPERSEDED SURVEY CONTROL AG8943 AG8943 NAD 83(1986)- 27 54 07.05308(N) 082 15 04.45361(W) AD( ) 2 AG8943 NGVD 29 (06/09/89) 22.15 (m) 72.7 (f) LEVELING 3 AG8943 AG8943.Superseded values are not recommended for survey control. AG8943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8943.See file dsdata.txt to determine how the superseded data were derived. AG8943 AG8943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7685986971(NAD 83) AG8943_MARKER: DH = HORIZONTAL CONTROL DISK AG8943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8943_SP_SET: SET IN TOP OF CONCRETE MONUMENT AG8943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8943+STABILITY: SURFACE MOTION AG8943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8943+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005 AG8943 AG8943 HISTORY - Date Condition Report By AG8943 HISTORY - 1983 MONUMENTED FL-057 AG8943 HISTORY - 20040826 GOOD PICKET AG8943 HISTORY - 20050823 GOOD POLASS AG8943 AG8943 STATION DESCRIPTION AG8943 AG8943'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG8943'THE STATION IS LOCATED ABOUT 0.7 MILES NORTHERLY ALONG LITHIA AG8943'PINECREST ROAD (COUNTY ROAD 640) FROM THE INTERSECTION WITH AG8943'BLOOMINGDALE AVENUE (STATE ROAD 676 A). AG8943' AG8943'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY RAOD 640 AND AG8943'STATE ROAD 676A, PROCEED NORTHERLY FOR 0.7 MILE TO STATION ON LEFT. AG8943' AG8943'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---LIMON A 1983---SET AG8943'INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT RECESSED 6 INCHES AG8943'BELOW THE GROUND, LOCATED 19.3 FEET SOUTHWEST OF THE CENTERLINE OF AG8943'LITHIA PINECREST ROAD (COUNTY ROAD 640), 18.6 FEET NORTHEAST OF A AG8943'TELEPHONE POLE AND WITNESS POST, 26 FEET SOUTHEAST OF THE CENTERLINE AG8943'OF TURNOUT, 19.4 FEET SOUTHEAST OF SOUTHEND OF CULVERT IN TURNOUT, AG8943'94.8 FEET NORTH OF NORTHEAST CORNER OF BRICK RESIDENCE. THERE AG8943'IS NO UNDERGROUND MARK. AG8943' AG8943'AZIMUTH MARK IS A STANDARD H.C.E.D. DISK STAMPED---LIMON A AZ MK---SET AG8943'INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT RECESSED 6 INCHES AG8943'BELOW THE GROUND, LOCATED 17.8 FEET NORTHEAST OF THE CENTERLINE OF AG8943'LITHIA PINECREST ROAD, 24.7 FEET SOUTHWEST OF A SIX FOOT CHAINLINK AG8943'FENCE AND WITNESS POST, 123.5 NORTHWEST OF A POWER POLE, 78.1 FEET AG8943'SOUTH OF A POWER POLE. TO REACH THE AZIMUTH MARK FROM THE AG8943'INTERSECTION OF COUNTY ROAD 640 AND COUNTY ROAD 676A NORTHERLY 0.18 AG8943'MILES TO THE STATION ON RIGHT. THE UNDERGROUND MARK IS A BRASS DISK AG8943'SET IN CONCRETE. AG8943 AG8943 STATION RECOVERY (2004) AG8943 AG8943'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2004 (KR) AG8943'RECOVERED IN GOOD CONDITION. AG8943 AG8943 STATION RECOVERY (2005) AG8943 AG8943'RECOVERY NOTE BY POLARIS ASSOCIATES 2005 (TME) AG8943'MONUMENT BELOW GRADE IN WATER VALVE COVER, ON ASPHALT DRIVEWAY, SUPERB AG8943'VIEW OF THE CONSTELLATION, HEAVY TRAFFIC PATTERN.