1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 AL7501 *********************************************************************** AL7501 DESIGNATION - BRANCH AL7501 PID - AL7501 AL7501 STATE/COUNTY- FL/HILLSBOROUGH AL7501 USGS QUAD - WESLEY CHAPEL (1987) AL7501 AL7501 *CURRENT SURVEY CONTROL AL7501 ___________________________________________________________________ AL7501* NAD 83(1999)- 28 08 02.38600(N) 082 17 15.56446(W) ADJUSTED AL7501* NAVD 88 - 13.2 (meters) 43. (feet) GPS OBS AL7501 ___________________________________________________________________ AL7501 X - 755,372.653 (meters) COMP AL7501 Y - -5,577,806.496 (meters) COMP AL7501 Z - 2,989,602.586 (meters) COMP AL7501 LAPLACE CORR- -2.26 (seconds) DEFLEC99 AL7501 ELLIP HEIGHT- -12.46 (meters) (12/06/04) GPS OBS AL7501 GEOID HEIGHT- -25.64 (meters) GEOID03 AL7501 AL7501 HORZ ORDER - FIRST AL7501 ELLP ORDER - FOURTH CLASS I AL7501 AL7501.The horizontal coordinates were established by GPS observations AL7501.and adjusted by the DC JOHNSON ASSOC in December 2004. AL7501 AL7501.The orthometric height was determined by GPS observations and a AL7501.high-resolution geoid model. AL7501 AL7501.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL7501 AL7501.The Laplace correction was computed from DEFLEC99 derived deflections. AL7501 AL7501.The ellipsoidal height was determined by GPS observations AL7501.and is referenced to NAD 83. AL7501 AL7501.The geoid height was determined by GEOID03. AL7501 AL7501; North East Units Scale Factor Converg. AL7501;SPC FL W - 421,091.081 171,742.214 MT 0.99995103 -0 08 08.3 AL7501;UTM 17 - 3,112,716.057 373,545.337 MT 0.99979736 -0 36 26.1 AL7501 AL7501! - Elev Factor x Scale Factor = Combined Factor AL7501!SPC FL W - 1.00000196 x 0.99995103 = 0.99995299 AL7501!UTM 17 - 1.00000196 x 0.99979736 = 0.99979932 AL7501 AL7501|---------------------------------------------------------------------| AL7501| PID Reference Object Distance Geod. Az | AL7501| dddmmss.s | AL7501| CR8109 BRANCH RM 1 20.584 METERS 08855 | AL7501| CR8110 BRANCH RM 2 21.796 METERS 15725 | AL7501| AL7504 BRANCH AZ MK 359.912 METERS 20557 | AL7501|---------------------------------------------------------------------| AL7501 AL7501 SUPERSEDED SURVEY CONTROL AL7501 AL7501 NAD 83(1990)- 28 08 02.38599(N) 082 17 15.56446(W) AD( ) 1 AL7501 NAD 83(1986)- 28 08 02.39041(N) 082 17 15.56947(W) AD( ) 1 AL7501 NGVD 29 (06/09/89) 13.50 (m) 44.3 (f) LEVELING 3 AL7501 AL7501.Superseded values are not recommended for survey control. AL7501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7501.See file dsdata.txt to determine how the superseded data were derived. AL7501 AL7501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7354512716(NAD 83) AL7501_MARKER: DD = SURVEY DISK AL7501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7501_SP_SET: SET IN TOP OF CONCRETE MONUMENT AL7501_STAMPING: BRANCH 1984 AL7501_MARK LOGO: FL-057 AL7501_PROJECTION: RECESSED 5 CENTIMETERS AL7501_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AL7501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7501+STABILITY: SURFACE MOTION AL7501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7501+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2001 AL7501 AL7501 HISTORY - Date Condition Report By AL7501 HISTORY - 1982 MONUMENTED FL-057 AL7501 HISTORY - 20010419 GOOD FL-057 AL7501 HISTORY - 20050503 GOOD INDIV AL7501 AL7501 STATION DESCRIPTION AL7501 AL7501'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1982 (RSW) AL7501'THE STATION IS LOCATED ON THE WEST SIDE OF MORRIS BRIDGE ROAD AT AL7501'BRANCHTON BAPTIST CHURCH SOUTH SIDE OF CHURCH PLAY AREA. AL7501' AL7501'TO REACH THE STATION FROM THE INTERSECTION OF FOWLER AVENUE AND MORRIS AL7501'BRIDGE ROAD PROCEED NORTH ALONG MORRIS BRIDGE ROAD FOR 7.8 MILES TO AL7501'STATION ON LEFT ON THE SOUTH END OF PROPERTY OF THE BRANCHTON BAPTIST AL7501'CHURCH. AL7501' AL7501'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---BRANCH 1982---THE AL7501'SURFACE DISK IS SET INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT AL7501'FLUSH WITH THE GROUND, LOCATED 76.3 FEET, 23.26 METERS, WEST OF THE AL7501'CENTERLINE OF MORRIS BRIDGE ROAD, 61.1 FEET, 18.62 METERS, SOUTHWEST AL7501'OF A TELEPHONE POLE, 22.2 FEET, 6.79 METERS, NORTH OF A BARBWIRE AL7501'FENCE, 19.4 FEET, 5.91 METERS, NORTHWEST OF A METAL WITNESS POST. THE AL7501'UNDERGROUND MARK IS A BOLT IN A CAN SET INTO AN IRREGULAR MASS OF AL7501'CONCRETE 3 FEET BELOW THE SURFACE. AL7501' AL7501'REFERENCE MARK NO 1 IS A STANDARD H.C.E.D. DISK STAMPED---BRANCH NO 1 AL7501'1982---THE SURFACE DISK IS SET INTO THE TOP OF A 12 INCH ROUND AL7501'CONCRETE MONUMENT FLUSH WITH THE GROUND, LOCATED 55.7 FEET NORTHWEST AL7501'OF A POWER POLE, 19.0 FEET WEST OF THE CENTERLINE OF MORRIS BRIDGE AL7501'ROAD, 15.3 FEET SOUTHEAST OF A TELEPHONE POLE, 13.6 FEET EAST OF A AL7501'METAL WITNESS POST. AL7501' AL7501'REFERENCE MARK NO 2 IS A STANDARD H.C.E.D. DISK STAMPED---BRANCH NO 2 AL7501'1982---THE SURFACE DISK IS SET INTO THE TOP OF A 12 INCH ROUND AL7501'CONCRETE MONUMENT FLUSH WITH THE GROUND, LOCATED 58.8 FEET WEST AL7501'SOUTHWEST OF A 12 INCH OAK TREE, 18.9 FEET WEST OF THE CENTERLINE OF AL7501'MORRIS BRIDGE ROAD, 15.9 FEET EAST OF A METAL WITNESS POST. AL7501' AL7501'AZIMUTH MARK IS A STANDARD H.C.E.D. DISK STAMPED---BRANCH AZ 1982--- AL7501'THE SURFACE DISK IS SET INTO THE TOP OF A 12 INCH ROUND CONCRETE AL7501'MONUMENT FLUSH WITH THE GROUND, LOCATED 69.1 FEET NORTHEAST OF A AL7501'TELEPHONE POLE NO 175, 27.2 FEET EAST OF THE CENTERLINE OF MORRIS AL7501'BRIDGE ROAD, 9.7 FEET WEST OF A METAL WITNESS POST, 8.7 FEET AL7501'SOUTHWEST OF A POWER POLE NO 1. TO REACH THE BRANCHTON BAPTIST CHURCH AL7501'PROCEED SOUTH ON MORRIS BRIDGE ROAD FOR 0.20 MILES TO STATION ON LEFT. AL7501 AL7501 STATION RECOVERY (2001) AL7501 AL7501'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2001 (RJA) AL7501'THE STATION IS LOCATED IN HILLSBOROUGH COUNTY, FLORIDA, ABOUT 16.0 AL7501'MILES NORTHEAST OF THE CITY OF TAMPA AND 10.0 MILES EAST OF THE TOWN AL7501'OF LUTZ, IN SECTION 15 TOWNSHIP 27 SOUTH, RANGE 20 EAST. AL7501'OWNERSHIP--BRANCHTON BAPTIST CHURCH, 15310 MORRIS BRIDGE ROAD, AL7501'THONOTOSASSA FL. 33592 THE STATION IS A 14 INCH OVAL CONCRETE AL7501'MONUMENT. RECESSED 2 INCHES BELOW THE GROUND. TO REACH THE STATION AL7501'FROM THE INTERSECTION OF NORTHBOUND OVERPASS OF INTERSTATE 75 AND AL7501'MORRIS BRIDGE RD., PROCEED NORTHERLY ON MORRIS BRIDGE RD. FOR 6.65 AL7501'MILES. TO THE STATION ON THE LEFT (NORTH) SIDE OF THE ROAD AT AL7501'BRANCHTON BAPTIST CHURCH. ALSO 6.65 MILES SOUTH OF S.R.54. AL7501' AL7501'20.0 FT NORTHWEST OF A METAL WITNESS POST AND HILLSBOROUGH COUNTY AL7501'SIGN AND BARBED WIRE FENCE. 68.7 FT WEST-NORTHWEST OF A NAIL AND HILLS AL7501'COUNTY DISK IN THE NORTH (SOUTHBOUND) EDGE OF PAVEMENT OF MORRIS AL7501'BRIDGE RD. 61.1 FT SOUTHWEST OF A WOODED POWER POLE 200/179. 20.4 FT AL7501'NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE PAD FOR VERIZON AL7501'JUNCTION BOX. 120.3 FT SOUTHWEST OF THE SOUTHWEST CORNER OF A 2-STORY AL7501'BLOCK BUILDING. AL7501 AL7501 STATION RECOVERY (2005) AL7501 AL7501'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RJE) AL7501'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 AL7502 *********************************************************************** AL7502 DESIGNATION - BRANCH A AL7502 PID - AL7502 AL7502 STATE/COUNTY- FL/HILLSBOROUGH AL7502 USGS QUAD - THONOTOSASSA (1987) AL7502 AL7502 *CURRENT SURVEY CONTROL AL7502 ___________________________________________________________________ AL7502* NAD 83(1990)- 28 07 13.72594(N) 082 17 47.05432(W) ADJUSTED AL7502* NAVD 88 - 11.32 (+/-2cm) 37.1 (feet) VERTCON AL7502 ___________________________________________________________________ AL7502 LAPLACE CORR- -2.10 (seconds) DEFLEC99 AL7502 GEOID HEIGHT- -25.58 (meters) GEOID03 AL7502 AL7502 HORZ ORDER - SECOND AL7502 VERT ORDER - THIRD ? (See Below) AL7502 AL7502.The horizontal coordinates were established by classical geodetic methods AL7502.and adjusted by the National Geodetic Survey in May 1991. AL7502 AL7502.The NAVD 88 height was computed by applying the VERTCON shift value to AL7502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL7502.The vertical order pertains to the NGVD 29 superseded value. AL7502 AL7502.The Laplace correction was computed from DEFLEC99 derived deflections. AL7502 AL7502.The geoid height was determined by GEOID03. AL7502 AL7502; North East Units Scale Factor Converg. AL7502;SPC FL W - 419,595.284 170,879.282 MT 0.99995164 -0 08 22.9 AL7502;UTM 17 - 3,111,227.640 372,670.259 MT 0.99980010 -0 36 40.0 AL7502 AL7502! - Elev Factor x Scale Factor = Combined Factor AL7502!SPC FL W - 1.00000224 x 0.99995164 = 0.99995388 AL7502!UTM 17 - 1.00000224 x 0.99980010 = 0.99980234 AL7502 AL7502 SUPERSEDED SURVEY CONTROL AL7502 AL7502 NAD 83(1986)- 28 07 13.73055(N) 082 17 47.06034(W) AD( ) 2 AL7502 NGVD 29 (06/09/89) 11.58 (m) 38.0 (f) LEVELING 3 AL7502 AL7502.Superseded values are not recommended for survey control. AL7502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7502.See file dsdata.txt to determine how the superseded data were derived. AL7502 AL7502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7267011228(NAD 83) AL7502_MARKER: DH = HORIZONTAL CONTROL DISK AL7502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7502_SP_SET: SET IN TOP OF CONCRETE MONUMENT AL7502_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AL7502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7502+STABILITY: SURFACE MOTION AL7502 AL7502 HISTORY - Date Condition Report By AL7502 HISTORY - 1982 MONUMENTED FL-057 AL7502 HISTORY - 20050503 MARK NOT FOUND INDIV AL7502 AL7502 STATION DESCRIPTION AL7502 AL7502'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1982 (RSW) AL7502'THE STATION IS LOCATED 6.7 MILES FROM THE INTERSECTION OF FOWLER AL7502'AVENUE AND MORRIS BRIDGE ROAD (STATE ROAD 579). SOUTH OF BRANCHTON AL7502'BAPTIST CHURCH. AL7502' AL7502'TO REACH THE STATION FROM THE INTERSECTION OF FOWLER AVENUE AND MORRIS AL7502'BRIDGE ROAD (STATE ROAD 579), PROCEED NORTH ON MORRIS BRIDGE ROAD 6.7 AL7502'MILES TO STATION ON RIGHT. AL7502' AL7502'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---BRANCH A---THE AL7502'SURFACE DISK IS SET INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT AL7502'FLUSH WITH THE GROUND, LOCATED 109.0 FEET, 33.22 METERS, NORTHEAST OF AL7502'A TELEPHONE POLE NO 160, 33.5 FEET, 10.20 METERS, EAST OF THE AL7502'CENTERLINE OF MORRIS BRIDGE ROAD, 16.5 FEET, 5.03 METERS, WEST OF A AL7502'METAL WITNESS POST, 2.3 FEET, 0.70 METERS, SOUTHEAST OF A POWER POLE. AL7502'THERE IS NO UNDERGROUND MARK. AL7502' AL7502'AZIMUTH MARK IS A STANDARD H.C.E.D. DISK STAMPED---BRANCH A AZ MK AL7502'1982---THE SURFACE DISK IS SET INTO THE TOP OF A 12 INCH ROUND AL7502'CONCRETE MONUMENT FLUSH WITH THE GROUND, LOCATED 33.2 FEET, 10.12 AL7502'METERS, SOUTH OF THE CENTERLINE ASPHALT DRIVE, 14.6 FEET, 4.45 METERS, AL7502'WEST OF THE CENTERLINE OF MORRIS BRIDGE ROAD, 7.7 FEET, 2.35 METERS, AL7502'EAST OF A METAL WITNESS POST. TO REACH THE AZIMUTH MARK FROM THE AL7502'INTERSECTION OF FOWLER AVENUE AND MORRIS BRIDGE ROAD(STATE ROAD 579), AL7502'PROCEED NORTH ON MORRIS BRIDGE ROAD 6.2 MILES TO STATION ON THE LEFT. AL7502'SOUTH OF ENTRANCE TO S.W.F.W.M.D. GAME RESERVE. AL7502 AL7502 STATION RECOVERY (2005) AL7502 AL7502'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RJE) AL7502'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 AL7606 *********************************************************************** AL7606 DESIGNATION - MS C AL7606 PID - AL7606 AL7606 STATE/COUNTY- FL/HILLSBOROUGH AL7606 USGS QUAD - THONOTOSASSA (1987) AL7606 AL7606 *CURRENT SURVEY CONTROL AL7606 ___________________________________________________________________ AL7606* NAD 83(1990)- 28 05 44.90225(N) 082 19 04.18856(W) ADJUSTED AL7606* NAVD 88 - 10.78 (+/-2cm) 35.4 (feet) VERTCON AL7606 ___________________________________________________________________ AL7606 LAPLACE CORR- -1.89 (seconds) DEFLEC99 AL7606 GEOID HEIGHT- -25.48 (meters) GEOID03 AL7606 AL7606 HORZ ORDER - SECOND AL7606 VERT ORDER - THIRD ? (See Below) AL7606 AL7606.The horizontal coordinates were established by classical geodetic methods AL7606.and adjusted by the National Geodetic Survey in May 1991. AL7606 AL7606.The NAVD 88 height was computed by applying the VERTCON shift value to AL7606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL7606.The vertical order pertains to the NGVD 29 superseded value. AL7606 AL7606.The Laplace correction was computed from DEFLEC99 derived deflections. AL7606 AL7606.The geoid height was determined by GEOID03. AL7606 AL7606; North East Units Scale Factor Converg. AL7606;SPC FL W - 416,866.421 168,767.073 MT 0.99995321 -0 08 58.9 AL7606;UTM 17 - 3,108,516.644 370,535.996 MT 0.99980687 -0 37 14.6 AL7606 AL7606! - Elev Factor x Scale Factor = Combined Factor AL7606!SPC FL W - 1.00000231 x 0.99995321 = 0.99995552 AL7606!UTM 17 - 1.00000231 x 0.99980687 = 0.99980918 AL7606 AL7606 SUPERSEDED SURVEY CONTROL AL7606 AL7606 NAD 83(1986)- 28 05 44.90714(N) 082 19 04.19695(W) AD( ) 2 AL7606 NGVD 29 (06/09/89) 11.04 (m) 36.2 (f) LEVELING 3 AL7606 AL7606.Superseded values are not recommended for survey control. AL7606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7606.See file dsdata.txt to determine how the superseded data were derived. AL7606 AL7606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7053608517(NAD 83) AL7606_MARKER: DE = TRAVERSE STATION DISK AL7606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7606_SP_SET: SET IN TOP OF CONCRETE MONUMENT AL7606_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AL7606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7606+STABILITY: SURFACE MOTION AL7606 AL7606 HISTORY - Date Condition Report By AL7606 HISTORY - 1983 MONUMENTED FL-057 AL7606 HISTORY - 20040526 MARK NOT FOUND USPSQD AL7606 HISTORY - 20050503 MARK NOT FOUND INDIV AL7606 AL7606 STATION DESCRIPTION AL7606 AL7606'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AL7606'THE STATION IS LOCATED ABOUT 9 MILES EAST NORTHEAST OF THE AL7606'INTERSECTION OF INTERSTATE 275 AND HWY 582 A. AL7606' AL7606'TO REACH THE STATION FROM THE INTERSECTION OF HWY 582 A AND MORRIS AL7606'BRIDGE ROAD PROCEED EAST NORTHEAST 3.3 MILES TO STATION ON LEFT. AL7606' AL7606'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---MS-C---THE SURFACE AL7606'DISK IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT RECESSED AL7606'FOUR INCHES BELOW THE GROUND, LOCATED 13 FEET EAST OF S.W.F.W.M.D. AL7606'ENTRANCE GATE, 28.3 FEET WEST OF CENTERLINE OF MORRIS BRIDGE ROAD, AL7606'15.4 FEET SOUTHEAST OF SOUTH GATE POST, 28.4 FEET SOUTHEAST OF NORTH AL7606'GATE POST, 96 FEET SOUTHWEST OF TELEPHONE POLE. THERE IS NO AL7606'UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE. AL7606 AL7606 STATION RECOVERY (2004) AL7606 AL7606'RECOVERY NOTE BY US POWER SQUADRON 2004 (RAH) AL7606'MARK NOT FOUND. AL7606 AL7606 STATION RECOVERY (2005) AL7606 AL7606'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RJE) AL7606'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 AL7607 *********************************************************************** AL7607 DESIGNATION - MS D AL7607 PID - AL7607 AL7607 STATE/COUNTY- FL/HILLSBOROUGH AL7607 USGS QUAD - THONOTOSASSA (1987) AL7607 AL7607 *CURRENT SURVEY CONTROL AL7607 ___________________________________________________________________ AL7607* NAD 83(1990)- 28 05 50.74412(N) 082 18 44.28854(W) ADJUSTED AL7607* NAVD 88 - 11.77 (+/-2cm) 38.6 (feet) VERTCON AL7607 ___________________________________________________________________ AL7607 LAPLACE CORR- -1.92 (seconds) DEFLEC99 AL7607 GEOID HEIGHT- -25.49 (meters) GEOID03 AL7607 AL7607 HORZ ORDER - SECOND AL7607 VERT ORDER - THIRD ? (See Below) AL7607 AL7607.The horizontal coordinates were established by classical geodetic methods AL7607.and adjusted by the National Geodetic Survey in May 1991. AL7607 AL7607.The NAVD 88 height was computed by applying the VERTCON shift value to AL7607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL7607.The vertical order pertains to the NGVD 29 superseded value. AL7607 AL7607.The Laplace correction was computed from DEFLEC99 derived deflections. AL7607 AL7607.The geoid height was determined by GEOID03. AL7607 AL7607; North East Units Scale Factor Converg. AL7607;SPC FL W - 417,044.839 169,310.749 MT 0.99995280 -0 08 49.5 AL7607;UTM 17 - 3,108,690.561 371,081.040 MT 0.99980513 -0 37 05.3 AL7607 AL7607! - Elev Factor x Scale Factor = Combined Factor AL7607!SPC FL W - 1.00000216 x 0.99995280 = 0.99995496 AL7607!UTM 17 - 1.00000216 x 0.99980513 = 0.99980728 AL7607 AL7607 SUPERSEDED SURVEY CONTROL AL7607 AL7607 NAD 83(1986)- 28 05 50.74883(N) 082 18 44.29657(W) AD( ) 2 AL7607 NGVD 29 (06/09/89) 12.03 (m) 39.5 (f) LEVELING 3 AL7607 AL7607.Superseded values are not recommended for survey control. AL7607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7607.See file dsdata.txt to determine how the superseded data were derived. AL7607 AL7607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7108108691(NAD 83) AL7607_MARKER: DE = TRAVERSE STATION DISK AL7607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7607_SP_SET: SET IN TOP OF CONCRETE MONUMENT AL7607_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AL7607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7607+STABILITY: SURFACE MOTION AL7607 AL7607 HISTORY - Date Condition Report By AL7607 HISTORY - 1983 MONUMENTED FL-057 AL7607 HISTORY - 20040526 MARK NOT FOUND USPSQD AL7607 HISTORY - 20050503 MARK NOT FOUND INDIV AL7607 AL7607 STATION DESCRIPTION AL7607 AL7607'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AL7607'THE STATION IS LOCATED ABOUT 9 MIELES EAST NORTHEAST OF THE AL7607'INTERSECTION OF INTERSTATE 275 AND HWY 582 A. AL7607'TO REACH THE STATION FROM THE INTERSECTION OF HWY 582 A AND MORRIS AL7607'BRIDGE ROAD PROCEED EAST NORTHEAST 3.5 MILES TO STATION ON RIGHT. AL7607' AL7607'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---MS-D---THE SURFACE AL7607'DISK IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT RECESSED AL7607'FOUR INCHES BELOW THE GROUND, LOCATED 22 FEET SOUTHWEST OF EXISTING AL7607'DRIVEWAY CENTER, 89 FEET SOUTHEAST OF TELEPHONE POLE, 26.5 FEET AL7607'SOUTHEAST OF THE CENTERLINE OF MORRIS BRIDGE ROAD, 55.3 FEET SOUTHWEST AL7607'OF CONCRETE POSTS AT BEGINNING OF GUARD RAIL, 2 FEET WEST OF WITNESS AL7607'POST. THERE IS NO UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE. AL7607 AL7607 STATION RECOVERY (2004) AL7607 AL7607'RECOVERY NOTE BY US POWER SQUADRON 2004 (RAH) AL7607'MARK NOT FOUND. AL7607 AL7607 STATION RECOVERY (2005) AL7607 AL7607'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RJE) AL7607'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 AL7608 *********************************************************************** AL7608 DESIGNATION - MS E AL7608 PID - AL7608 AL7608 STATE/COUNTY- FL/HILLSBOROUGH AL7608 USGS QUAD - THONOTOSASSA (1987) AL7608 AL7608 *CURRENT SURVEY CONTROL AL7608 ___________________________________________________________________ AL7608* NAD 83(1990)- 28 05 57.21456(N) 082 18 39.01476(W) ADJUSTED AL7608* NAVD 88 - 12.36 (+/-2cm) 40.6 (feet) VERTCON AL7608 ___________________________________________________________________ AL7608 LAPLACE CORR- -1.93 (seconds) DEFLEC99 AL7608 GEOID HEIGHT- -25.50 (meters) GEOID03 AL7608 AL7608 HORZ ORDER - SECOND AL7608 VERT ORDER - THIRD ? (See Below) AL7608 AL7608.The horizontal coordinates were established by classical geodetic methods AL7608.and adjusted by the National Geodetic Survey in May 1991. AL7608 AL7608.The NAVD 88 height was computed by applying the VERTCON shift value to AL7608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL7608.The vertical order pertains to the NGVD 29 superseded value. AL7608 AL7608.The Laplace correction was computed from DEFLEC99 derived deflections. AL7608 AL7608.The geoid height was determined by GEOID03. AL7608 AL7608; North East Units Scale Factor Converg. AL7608;SPC FL W - 417,243.644 169,455.215 MT 0.99995269 -0 08 47.1 AL7608;UTM 17 - 3,108,888.142 371,227.114 MT 0.99980467 -0 37 03.0 AL7608 AL7608! - Elev Factor x Scale Factor = Combined Factor AL7608!SPC FL W - 1.00000206 x 0.99995269 = 0.99995475 AL7608!UTM 17 - 1.00000206 x 0.99980467 = 0.99980673 AL7608 AL7608 SUPERSEDED SURVEY CONTROL AL7608 AL7608 NAD 83(1986)- 28 05 57.21942(N) 082 18 39.02249(W) AD( ) 2 AL7608 NGVD 29 (06/09/89) 12.62 (m) 41.4 (f) LEVELING 3 AL7608 AL7608.Superseded values are not recommended for survey control. AL7608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7608.See file dsdata.txt to determine how the superseded data were derived. AL7608 AL7608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7122708888(NAD 83) AL7608_MARKER: DE = TRAVERSE STATION DISK AL7608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7608_SP_SET: SET IN TOP OF CONCRETE MONUMENT AL7608_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AL7608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7608+STABILITY: SURFACE MOTION AL7608 AL7608 HISTORY - Date Condition Report By AL7608 HISTORY - 1983 MONUMENTED FL-057 AL7608 HISTORY - 20040526 MARK NOT FOUND USPSQD AL7608 HISTORY - 20050503 MARK NOT FOUND INDIV AL7608 AL7608 STATION DESCRIPTION AL7608 AL7608'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AL7608'THE STATION IS LOCATED ABOUT 9 MILES EAST NORTHEAST OF THE AL7608'INTERSECTION OF INTERSTATE 275 AND HWY 582 A. AL7608' AL7608'TO REACH THE STATION FROM THE INTERSECTION OF HWY 582 A AND MORRIS AL7608'BRIDGE ROAD PROCEED EAST NORTHEAST 4 MILES TO THE STATION ON RIGHT. AL7608' AL7608'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---MS-E---THE SURFACE AL7608'DISK IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT RECESSED AL7608'FOUR INCHES BELOW THE GROUND, LOCATED 149 FEET NORTHEAST OF CURB END AL7608'ON BRIDGE, 2 FEET NORTHWEST OF GUARD RAIL AND WITNESS POST, 17.8 FEET AL7608'SOUTHEAST OF THE CENTERLINE OF MORRIS BRIDGE ROAD, 133.5 FEET SOUTH AL7608'WEST OF A POWER POLE. THERE IS NO UNDERGROUND MARK, STATION IS A AL7608'COUNTY TRAVERSE. AL7608 AL7608 STATION RECOVERY (2004) AL7608 AL7608'RECOVERY NOTE BY US POWER SQUADRON 2004 (RAH) AL7608'MARK NOT FOUND. AL7608 AL7608 STATION RECOVERY (2005) AL7608 AL7608'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RJE) AL7608'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 AL7875 *********************************************************************** AL7875 CBN - This is a Cooperative Base Network Control Station. AL7875 PACS - This is a Primary Airport Control Station. AL7875 DESIGNATION - VANDPORT AL7875 PID - AL7875 AL7875 STATE/COUNTY- FL/HILLSBOROUGH AL7875 USGS QUAD - THONOTOSASSA (1987) AL7875 AL7875 *CURRENT SURVEY CONTROL AL7875 ___________________________________________________________________ AL7875* NAD 83(1999)- 28 00 17.11956(N) 082 20 57.55981(W) ADJUSTED AL7875* NAVD 88 - 5.26 (meters) 17.3 (feet) GPS OBS AL7875 ___________________________________________________________________ AL7875 X - 750,265.370 (meters) COMP AL7875 Y - -5,585,289.010 (meters) COMP AL7875 Z - 2,976,961.208 (meters) COMP AL7875 LAPLACE CORR- -1.73 (seconds) DEFLEC99 AL7875 ELLIP HEIGHT- -19.95 (meters) (04/12/01) GPS OBS AL7875 GEOID HEIGHT- -25.21 (meters) GEOID03 AL7875 AL7875 HORZ ORDER - A AL7875 ELLP ORDER - FOURTH CLASS I AL7875 AL7875.This mark is at Vandenberg Airport (X16) AL7875 AL7875.The horizontal coordinates were established by GPS observations AL7875.and adjusted by the National Geodetic Survey in April 2001. AL7875 AL7875.The orthometric height was determined by GPS observations and a AL7875.high-resolution geoid model. AL7875 AL7875.GPS derived orthometric heights for airport stations designated as AL7875.PACS or SACS are published to 2 decimal places. This maintains AL7875.centimeter relative accuracy between the PACS and SACS. It does AL7875.not indicate centimeter accuracy relative to other marks which are AL7875.part of the NAVD 88 network. AL7875 AL7875.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL7875 AL7875.The Laplace correction was computed from DEFLEC99 derived deflections. AL7875 AL7875.The ellipsoidal height was determined by GPS observations AL7875.and is referenced to NAD 83. AL7875 AL7875.The geoid height was determined by GEOID03. AL7875 AL7875; North East Units Scale Factor Converg. AL7875;SPC FL W - 406,785.127 165,643.429 MT 0.99995574 -0 09 50.5 AL7875;UTM 17 - 3,098,462.763 367,330.159 MT 0.99981725 -0 38 01.2 AL7875 AL7875! - Elev Factor x Scale Factor = Combined Factor AL7875!SPC FL W - 1.00000313 x 0.99995574 = 0.99995887 AL7875!UTM 17 - 1.00000313 x 0.99981725 = 0.99982038 AL7875 AL7875: Primary Azimuth Mark Grid Az AL7875:SPC FL W - VANDPORT AZ MK 000 21 05.9 AL7875:UTM 17 - VANDPORT AZ MK 000 49 16.6 AL7875 AL7875|---------------------------------------------------------------------| AL7875| PID Reference Object Distance Geod. Az | AL7875| dddmmss.s | AL7875| AL7897 VANDPORT AZ MK APPROX. 0.7 KM 0001115.4 | AL7875|---------------------------------------------------------------------| AL7875 AL7875 SUPERSEDED SURVEY CONTROL AL7875 AL7875 NAD 83(1990)- 28 00 17.11811(N) 082 20 57.55889(W) AD( ) B AL7875 ELLIP H (09/13/90) -19.90 (m) GP( ) 4 1 AL7875 NGVD 29 (09/13/90) 5.6 (m) 18. (f) GPS OBS AL7875 AL7875.Superseded values are not recommended for survey control. AL7875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7875.See file dsdata.txt to determine how the superseded data were derived. AL7875 AL7875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6733098463(NAD 83) AL7875_MARKER: F = FLANGE-ENCASED ROD AL7875_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AL7875_SP_SET: STAINLESS STEEL ROD IN SLEEVE AL7875_STAMPING: VANDPORT 1989 AL7875_MARK LOGO: NGS AL7875_PROJECTION: FLUSH AL7875_MAGNETIC: N = NO MAGNETIC MATERIAL AL7875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AL7875+STABILITY: POSITION/ELEVATION WELL AL7875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7875+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2005 AL7875_ROD/PIPE-DEPTH: 17.7 meters AL7875_SLEEVE-DEPTH : 0.91 meters AL7875 AL7875 HISTORY - Date Condition Report By AL7875 HISTORY - 1989 MONUMENTED NGS AL7875 HISTORY - 19920330 GOOD GENGRP AL7875 HISTORY - 19940515 GOOD NOS AL7875 HISTORY - 19990405 GOOD FL-057 AL7875 HISTORY - 20010420 GOOD FL-057 AL7875 HISTORY - 20050610 GOOD NGS AL7875 AL7875 STATION DESCRIPTION AL7875 AL7875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 AL7875'THE STATION IS LOCATED ABOUT 9.66 KM (6.00 MI) NORTHEAST OF TAMPA, 0.9 AL7875'KM (0.55 MI) NORTH OF INTERSTATE HIGHWAY 4, 0.64 KM (0.40 MI) EAST OF AL7875'U.S. HIGHWAY 301, AT THE VANDENBERG AIRPORT, IN THE GRASS INFIELD AL7875'BETWEEN RUNWAY AND TAXIWAY AT THE SOUTH END OF RUNWAY. AL7875'OWNERSHIP--HILLSBOROUGH COUNTY AVIATION AUTHORITY, P.O. BOX 22287, AL7875'TAMPA FL 33622, JOHN DRURY - GENERAL AVIATION MANAGER, PHONE AL7875'813-276-3539. NOTE--PERMISSION MUST BE OBTAINED BEFORE ENTERING AL7875'AIRPORT. AL7875'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 AND AL7875'INTERSTATE HIGHWAY 4 IN THE NORTHEAST PART OF TAMPA, GO EAST FOR 0.8 AL7875'KM (0.50 MI) ON INTERSTATE HIGHWAY 4 TO EXIT RAMP 6C, VANDENBERG AL7875'AIRPORT. TAKE THE EXIT RAMP AND GO SOUTH, THEN NORTH FOR 0.4 KM AL7875'(0.25 MI) ON THE EXIT RAMP, CROSSING OVER THE INTERSTATE HIGHWAY, TO A AL7875'FORK. FOLLOW THE RIGHT FORK AND GO EAST FOR 0.24 KM (0.15 MI) ON AL7875'EUREKA SPRINGS ROAD TO WILKENS ROAD ON LEFT. TURN LEFT AND GO NORTH AL7875'FOR 0.64 KM (0.40 MI) ON WILKENS ROAD TO A PAVED ROAD RIGHT. TURN AL7875'RIGHT AND GO EAST FOR 0.16 KM (0.10 MI) ON THE PAVED ROAD TO THE AL7875'TERMINAL BUILDING ON LEFT. CONTINUE AHEAD AND GO EAST FOR 25 M AL7875'(82.0 FT) TO A GATE ON LEFT. TURN LEFT AND GO NORTH, THEN WEST FOR AL7875'0.48 KM (0.30 MI) ON THE PAVED ROAD TO A GATE. PASS THROUGH GATE AND AL7875'CONTINUE WEST FOR 0.2 KM (0.10 MI) ACROSS AIRCRAFT PARKING AREA TO THE AL7875'TAXIWAY AND THE STATION STRAIGHT AHEAD, BETWEEN RUNWAY AND TAXIWAY. AL7875'THE STATION IS RECESSED 10 CM BELOW GROUND. LOCATED 22.8 M (74.8 FT) AL7875'NORTH FROM A RUNWAY END IDENTIFIER LIGHT, 26.8 M (87.9 FT) EAST FROM AL7875'THE APPROXIMATE CENTER OF RUNWAY AND 18.7 M (61.4 FT) WEST FROM THE AL7875'APPROXIMATE CENTER OF TAXIWAY. NOTE--ACCESS TO DATUM POINT IS HAD AL7875'THROUGH A 5-INCH LOGO CAP. AL7875'DESCRIBED BY S.E. RANDALL. AL7875 AL7875 STATION RECOVERY (1992) AL7875 AL7875'RECOVERY NOTE BY GENSIS GROUP INCORPORATED SE 1992 AL7875'RECOVERED IN GOOD CONDITION. AL7875 AL7875 STATION RECOVERY (1994) AL7875 AL7875'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RWD) AL7875'RECOVERED AS DESCRIBED. AL7875 AL7875 STATION RECOVERY (1999) AL7875 AL7875'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1999 AL7875'RECOVERED AS DESCRIBED. AL7875 AL7875 STATION RECOVERY (2001) AL7875 AL7875'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2001 (JDC) AL7875'THE STATION IS LOCATED IN HILLSBOROUGH COUNTY, FLORIDA, ABOUT 8.0 AL7875'MILES NORTH EAST OF THE CITY OF TAMPA AND 5.0 MILES NORTH-NORTHWEST AL7875'OF THE TOWN OF BRANDON, IN SECTION 31 TOWNSHIP 28 SOUTH, RANGE 20 AL7875'EAST. OWNERSHIP--HILLSBOROUGH COUNTY AVIATION AUTHORITY, P.O. BOX AL7875'22287, TAMPA FL, 33622-2287 AL7875' AL7875'THE STATION IS ROD DRIVEN TO REFUSAL. ACCESS THROUGH A 5 INCHES AL7875'ALUMINUM LOGO CAP. TO REACH THE STATION FROM THE INTERSECTION OF U.S. AL7875'HWY. 92 AND WILLIAMS ROAD IN SEFFNER, PROCEED NORTH ON WILLAIMS ROAD AL7875'FOR 0.6 MILES TO SLIGH AVE. TURN LEFT AND GO WEST ON SLIGH AVE. FOR AL7875'1.7 MILES TO EUREKA SPRINGS ROAD. TURN RIGHT AND GO NORTH ON EUREKA AL7875'SPRINGS ROAD FOR 0.25 MILES TO VANDENBURG AIRPORT ROAD. TURN LEFT AND AL7875'GO WEST ON VANDENBURG AIRPORT ROAD FOR 0.15 MILES TO VANDENBURG AL7875'HANGAR LANE. TURN RIGHT AND GO NORTH AND WEST ON VANDENBURG HANGAR AL7875'LANE FOR 0.2 MILES TO A GATE. PROCEED THROUGH THE GATE AND TURN LEFT AL7875'AND GO SOUTH IN AIRCRAFT PARKING AREA 0.05 MILES THEN TURN RIGHT AND AL7875'GO WEST IN AIRCRAFT PARKING AREA FOR 0.05 MILES TO THE STATION AL7875'BETWEEN RUNWAY AND TAXIWAY. AL7875' AL7875'1.0 FT SOUTH OF A CARSONITE WITNESS POST. 40.7 FT NORTH OF THE NORTH AL7875'EDGE OF PAVMENT OF TAXIWAY CONNECTOR. 74.8 FT NORTH OF THE NORTH EDGE AL7875'OF CONCRETE SLAB FOR RUNWAY END IDENTIFIER LIGHT. 87.9 FT EAST OF AL7875'CENTERLINE OF RUNWAY. 61.4 FT WEST OF CENTERLINE OF TAXIWAY. AL7875 AL7875 STATION RECOVERY (2005) AL7875 AL7875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (CDL) AL7875'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 AA8124 *********************************************************************** AA8124 SACS - This is a Secondary Airport Control Station. AA8124 DESIGNATION - VNC A AA8124 PID - AA8124 AA8124 STATE/COUNTY- FL/HILLSBOROUGH AA8124 USGS QUAD - THONOTOSASSA (1987) AA8124 AA8124 *CURRENT SURVEY CONTROL AA8124 ___________________________________________________________________ AA8124* NAD 83(1999)- 28 00 46.96676(N) 082 20 57.61090(W) ADJUSTED AA8124* NAVD 88 - 5.4 (meters) 18. (feet) VERTCON AA8124 ___________________________________________________________________ AA8124 X - 750,206.543 (meters) COMP AA8124 Y - -5,584,861.565 (meters) COMP AA8124 Z - 2,977,772.385 (meters) COMP AA8124 LAPLACE CORR- -1.75 (seconds) DEFLEC99 AA8124 ELLIP HEIGHT- -19.95 (meters) (06/19/01) GPS OBS AA8124 GEOID HEIGHT- -25.23 (meters) GEOID03 AA8124 AA8124 HORZ ORDER - FIRST AA8124 ELLP ORDER - FOURTH CLASS I AA8124 AA8124.This mark is at Vandenberg Airport (X16) AA8124 AA8124.The horizontal coordinates were established by GPS observations AA8124.and adjusted by the National Geodetic Survey in June 2001. AA8124 AA8124.The NAVD 88 height was computed by applying the VERTCON shift value to AA8124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA8124 AA8124.GPS derived orthometric heights for airport stations designated as AA8124.PACS or SACS are published to 2 decimal places. This maintains AA8124.centimeter relative accuracy between the PACS and SACS. It does AA8124.not indicate centimeter accuracy relative to other marks which are AA8124.part of the NAVD 88 network. AA8124 AA8124.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA8124 AA8124.The Laplace correction was computed from DEFLEC99 derived deflections. AA8124 AA8124.The ellipsoidal height was determined by GPS observations AA8124.and is referenced to NAD 83. AA8124 AA8124.The geoid height was determined by GEOID03. AA8124 AA8124; North East Units Scale Factor Converg. AA8124;SPC FL W - 407,703.879 165,644.663 MT 0.99995574 -0 09 50.7 AA8124;UTM 17 - 3,099,381.347 367,338.924 MT 0.99981722 -0 38 01.8 AA8124 AA8124! - Elev Factor x Scale Factor = Combined Factor AA8124!SPC FL W - 1.00000313 x 0.99995574 = 0.99995887 AA8124!UTM 17 - 1.00000313 x 0.99981722 = 0.99982035 AA8124 AA8124|---------------------------------------------------------------------| AA8124| PID Reference Object Distance Geod. Az | AA8124| dddmmss.s | AA8124| AL7897 VANDPORT AZ MK 261.999 METERS 17913 | AA8124|---------------------------------------------------------------------| AA8124 AA8124 SUPERSEDED SURVEY CONTROL AA8124 AA8124 NAD 83(1990)- 28 00 46.96519(N) 082 20 57.61010(W) AD( ) 1 AA8124 NGVD 29 (08/28/95) 5.6 (m) 18. (f) GPS OBS AA8124 AA8124.Superseded values are not recommended for survey control. AA8124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA8124.See file dsdata.txt to determine how the superseded data were derived. AA8124 AA8124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6733999381(NAD 83) AA8124_MARKER: DD = SURVEY DISK AA8124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA8124_STAMPING: VNCA 1994 AA8124_MARK LOGO: NOS AA8124_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AA8124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA8124+STABILITY: SURFACE MOTION AA8124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA8124+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2005 AA8124 AA8124 HISTORY - Date Condition Report By AA8124 HISTORY - 1994 MONUMENTED CGS AA8124 HISTORY - 20050610 GOOD NGS AA8124 AA8124 STATION DESCRIPTION AA8124 AA8124'DESCRIBED BY COAST AND GEODETIC SURVEY 1994 (RWD) AA8124'THE STATION IS LOCATED AT THE VANDENBERG AIRPORT AT THE NORTH END OF AA8124'THE AIRFIELD. AA8124' AA8124'TO REACH THE STATION FROM THE AIRPORT OFFICE, PROCEED NORTHERLY ON AA8124'THE SERVICE ROAD TO RUNWAY 18. THE STATION IS IN THE GRASS AREA AA8124'BETWEEN THE RUNWAY AND TAXIWAY. AA8124' AA8124'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED---VNCA AA8124'1994--ATTACHED TO A 42 IN ALUMINUM ROD DRIVEN INTO THE GROUND AND AA8124'SURROUNDED BY CONCRETE. THE MARK IS FLUSH WITH THE GROUND. IT IS AA8124'8.20 M (26.90 FT) ENE OF THE FIRST RUNWAY LIGHT FOR RUNWAY 18, 11.30 M AA8124'(37.07 FT) EAST OF THE EAST EDGE OF THE RUNWAY, 4.90 M (16.08 FT) WEST AA8124'OF A SIGN READING---LEFT TRAFFIC PATTERN 18 FT. ELEVATION---, AND AA8124'11.70 M (38.39 FT) SOUTH OF THE SOUTH EDGE OF THE TAXIWAY. AA8124 AA8124 STATION RECOVERY (2005) AA8124 AA8124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (CDL) AA8124'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 AL8165 *********************************************************************** AL8165 DESIGNATION - Z33 131 AL8165 PID - AL8165 AL8165 STATE/COUNTY- FL/HILLSBOROUGH AL8165 USGS QUAD - WESLEY CHAPEL (1987) AL8165 AL8165 *CURRENT SURVEY CONTROL AL8165 ___________________________________________________________________ AL8165* NAD 83(1999)- 28 10 14.48476(N) 082 15 38.45917(W) ADJUSTED AL8165* NAVD 88 - 20.0 (meters) 66. (feet) GPS OBS AL8165 ___________________________________________________________________ AL8165 X - 757,740.895 (meters) COMP AL8165 Y - -5,575,554.867 (meters) COMP AL8165 Z - 2,993,191.126 (meters) COMP AL8165 LAPLACE CORR- -2.56 (seconds) DEFLEC99 AL8165 ELLIP HEIGHT- -5.85 (meters) (07/06/01) GPS OBS AL8165 GEOID HEIGHT- -25.80 (meters) GEOID03 AL8165 AL8165 HORZ ORDER - FIRST AL8165 ELLP ORDER - FOURTH CLASS II AL8165 AL8165.The horizontal coordinates were established by GPS observations AL8165.and adjusted by the National Geodetic Survey in July 2001. AL8165 AL8165.The orthometric height was determined by GPS observations and a AL8165.high-resolution geoid model. AL8165 AL8165.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL8165 AL8165.The Laplace correction was computed from DEFLEC99 derived deflections. AL8165 AL8165.The ellipsoidal height was determined by GPS observations AL8165.and is referenced to NAD 83. AL8165 AL8165.The geoid height was determined by GEOID03. AL8165 AL8165; North East Units Scale Factor Converg. AL8165;SPC FL W - 425,151.397 174,400.697 MT 0.99994926 -0 07 23.0 AL8165;UTM 17 - 3,116,753.706 376,236.749 MT 0.99978905 -0 35 42.9 AL8165 AL8165! - Elev Factor x Scale Factor = Combined Factor AL8165!SPC FL W - 1.00000092 x 0.99994926 = 0.99995018 AL8165!UTM 17 - 1.00000092 x 0.99978905 = 0.99978997 AL8165 AL8165: Primary Azimuth Mark Grid Az AL8165:SPC FL W - Z33 132 048 51 47.9 AL8165:UTM 17 - Z33 132 049 20 07.8 AL8165 AL8165|---------------------------------------------------------------------| AL8165| PID Reference Object Distance Geod. Az | AL8165| dddmmss.s | AL8165| AL8166 Z33 132 APPROX. 0.8 KM 0484424.9 | AL8165|---------------------------------------------------------------------| AL8165 AL8165 SUPERSEDED SURVEY CONTROL AL8165 AL8165 NAD 83(1990)- 28 10 14.48264(N) 082 15 38.45863(W) AD( ) 1 AL8165 ELLIP H (10/07/92) -5.90 (m) GP( ) 4 2 AL8165 NGVD 29 (10/07/92) 20.2 (m) 66. (f) GPS OBS AL8165 AL8165.Superseded values are not recommended for survey control. AL8165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL8165.See file dsdata.txt to determine how the superseded data were derived. AL8165 AL8165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7623716754(NAD 83) AL8165_MARKER: I = METAL ROD AL8165_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AL8165_SP_SET: ALUMINUM ALLOY ROD AL8165_STAMPING: Z33 131 AL8165_MARK LOGO: FL-101 AL8165_PROJECTION: RECESSED 23 CENTIMETERS AL8165_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AL8165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL8165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL8165+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005 AL8165_ROD/PIPE-DEPTH: 5.5 meters AL8165 AL8165 HISTORY - Date Condition Report By AL8165 HISTORY - 1991 MONUMENTED FL-101 AL8165 HISTORY - 20010504 GOOD FL-057 AL8165 HISTORY - 20050722 GOOD INDIV AL8165 AL8165 STATION DESCRIPTION AL8165 AL8165'DESCRIBED BY PASCO COUNTY FLORIDA 1991 AL8165'THE STATION IS LOCATED 11 MI (17.70 KM) SOUTH-SOUTHEAST OF SAN ANTONIO AL8165'AND 6 MI (9.66 KM) SOUTHWEST OF ZEPHYRHILLS. AL8165'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 54 AND U.S. AL8165'HIGHWAY 301 IN ZEPHYRHILLS, GO WEST AND SOUTHWEST ON STATE ROAD 54, AL8165'4.2 MI (6.76 KM) TO MORRIS BRIDGE ROAD ON THE LEFT, TURN LEFT AND GO AL8165'SOUTH AND SOUTHWEST ON MORRIS BRIDGE ROAD, 3.45 MI (5.55 KM) TO THE AL8165'PASCO-HILLSBOROUGH COUNTY LINE, CONTINUE SOUTHWEST ON MORRIS BRIDGE AL8165'ROAD, 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT. AL8165'THE STATION IS AN ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND TO REFUSAL AL8165'WITH A PASCO COUNTY LOGO CAP STAMPED ---Z33-131 1991--- THAT IS AL8165'RECESSED 3-INCHES BELOW THE GROUND AND THE STATION IS RECESSED AL8165'9-INCHES BELOW THE GROUND. IT IS 38 FT (11.58 M) SOUTHEAST OF THE AL8165'CENTER OF MORRIS BRIDGE ROAD AND 2 FT (0.61 M) NORTHWEST OF A BARB AL8165'WIRE FENCE. NOTE THE HORIZONTAL CONTROL POINT IS A PUNCH MARK ON THE AL8165'ALUMINUM ALLOY ROD THAT IS ACCESSED THROUGH A 5-INCH ACCESS COVER. AL8165'REFERENCES-- AL8165'IRON ROD AND ---TRAV PT LB 731--- CAP SET 2 FT (0.61 M) NORTHWEST OF A AL8165'BARB WIRE FENCE ON A MAGNETIC AZIMUTH OF 47 DEGREES AT 41.31 FT AL8165'(12.59 M). AL8165'P.K. NAIL AND ---LB 731--- DISK SET IN THE NORTHWEST FACE OF POWER AL8165'POLE NUMBER 248 ON A MAGNETIC AZIMUTH OF 241 DEGREES AT 36.48 FT AL8165'(11.12 M). AL8165'P.K. NAIL AND ---LB 731--- DISK SET 2 FT (0.61 M) NORTHWEST OF THE AL8165'SOUTHEAST EDGE PAVEMENT OF MORRIS BRIDGE ROAD ON A MAGNETIC AZIMUTH AL8165'OF 312 DEGREES AT 30.93 FT (9.43 M). AL8165 AL8165 STATION RECOVERY (2001) AL8165 AL8165'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2001 (RJA) AL8165'THE STATION IS LOCATED IN HILLSBOROUGH COUNTY, FLORIDA, ABOUT 19.0 AL8165'MILES NORTHEAST OF THE CITY OF TAMPA AND 11.0 MILES NORTHWEST OF AL8165'THE CITY OF PLANT CITY IN SECTION 1 TOWNSHIP 27 SOUTH, RANGE 20 AL8165'EAST. OWNERSHIP--HILLSBOROUGH COUNTY THE STATION IS A STAINLESS STEEL AL8165'ROD. DRIVEN TO REFUSAL.(CAP MISSING) TO REACH THE STATION FROM THE AL8165'INTERSECTION OF S.R.54 AND MORRIS BRIDGE.,PROCEED SOUTH-SOUTHWEST ON AL8165'MORRIS BRIDGE RD. FOR 3.5 MILES TO THE STATION ON THE LEFT (SOUTH) AL8165'SIDE OF THE ROAD. 250 FT+/- SOUTH OF THE PASCO / HILLSBOROUGH COUNTY AL8165'LINE. 2.85 MILES SOUTH OF CHANCEY RD. FROM THE NORTHBOUND LANES OF AL8165'I-75 AND MORRIS BRIDGE RD., PROCEED EAST-NORTHEAST ON MORRIS BRIDGE AL8165'RD., FOR 9.8 MILES TO THE STATION ON THE RIGHT (SOUTH) SIDE OF THE AL8165'ROAD. 3.15 MILES NORTHEAST OF STATION BRANCH. AL8165' AL8165'1.8 FT WEST OF A CARSONITE WITNESS POST (NOAA) 2.0 FT WEST OF AN OLD AL8165'BARBED WIRE FENCE. 28.3 FT SOUTHEAST OF A NAIL AND HILLS COUNTY DISK AL8165'IN THE SOUTH EDGE OF PAVEMENT OF MORRIS BRIDGE RD. 36.48 FT NORTHEAST AL8165'OF A P.K. NAIL AND LB731 DISK IN THE NORTHWEST FACE OF WOOD POWER AL8165'POLE 248 / 31591/49466. AL8165 AL8165 STATION RECOVERY (2005) AL8165 AL8165'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SMB) AL8165'RECOVERED IN GOOD CONDITION.