1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG7611 *********************************************************************** AG7611 TIDAL BM - This is a Tidal Bench Mark. AG7611 DESIGNATION - 872 6587 A TIDAL AG7611 PID - AG7611 AG7611 STATE/COUNTY- FL/HILLSBOROUGH AG7611 USGS QUAD - GIBSONTON (1987) AG7611 AG7611 *CURRENT SURVEY CONTROL AG7611 ___________________________________________________________________ AG7611* NAD 83(1986)- 27 50 16. (N) 082 22 54. (W) SCALED AG7611* NAVD 88 - 2.215 (meters) 7.27 (feet) ADJUSTED AG7611 ___________________________________________________________________ AG7611 GEOID HEIGHT- -24.87 (meters) GEOID99 AG7611 DYNAMIC HT - 2.211 (meters) 7.25 (feet) COMP AG7611 MODELED GRAV- 979,172.6 (mgal) NAVD 88 AG7611 AG7611 VERT ORDER - SECOND CLASS I AG7611 AG7611.The horizontal coordinates were scaled from a topographic map and have AG7611.an estimated accuracy of +/- 6 seconds. AG7611 AG7611.The orthometric height was determined by differential leveling AG7611.and adjusted by the National Geodetic Survey in June 1991. AG7611 AG7611.This Tidal Bench Mark is designated as VM 6583 AG7611.by the Center for Operational Oceanographic Products and Services. AG7611 AG7611.The geoid height was determined by GEOID99. AG7611 AG7611.The dynamic height is computed by dividing the NAVD 88 AG7611.geopotential number by the normal gravity value computed on the AG7611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7611.degrees latitude (g = 980.6199 gals.). AG7611 AG7611.The modeled gravity was interpolated from observed gravity values. AG7611 AG7611; North East Units Estimated Accuracy AG7611;SPC FL W - 388,290. 162,410. MT (+/- 180 meters Scaled) AG7611 AG7611 SUPERSEDED SURVEY CONTROL AG7611 AG7611.No superseded survey control is available for this station. AG7611 AG7611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL639799(NAD 83) AG7611_MARKER: DJ = TIDAL STATION DISK AG7611_SETTING: 31 = BRIDGE CURBING AG7611_STAMPING: 6587 A 1976 AG7611_MARK LOGO: NOS AG7611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7611 AG7611 HISTORY - Date Condition Report By AG7611 HISTORY - 1976 MONUMENTED NOS AG7611 HISTORY - 1982 GOOD FLDNR AG7611 HISTORY - 20031019 GOOD USPSQD AG7611 AG7611 STATION DESCRIPTION AG7611 AG7611'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7611'1.3 MI SOUTH FROM GIBSONTON. AG7611'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA AG7611'RIVER, GO 1.3 MILES SOUTH ON U.S. 41 TO THE SMALL BRIDGE OVER AG7611'BULLFROG CREEK AND THE MARK. AG7611'THE MARK BEARS 20.0 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND AG7611'LANE, AND 1.5 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE AG7611'SOUTHBOUND BRIDGE. AG7611'THE MARK IS 1 FT ABOVE HIGHWAY. AG7611 AG7611 STATION RECOVERY (2003) AG7611 AG7611'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7611'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG7609 *********************************************************************** AG7609 TIDAL BM - This is a Tidal Bench Mark. AG7609 DESIGNATION - 872 6587 B TIDAL AG7609 PID - AG7609 AG7609 STATE/COUNTY- FL/HILLSBOROUGH AG7609 USGS QUAD - GIBSONTON (1987) AG7609 AG7609 *CURRENT SURVEY CONTROL AG7609 ___________________________________________________________________ AG7609* NAD 83(1986)- 27 50 16. (N) 082 22 54. (W) SCALED AG7609* NAVD 88 - 2.219 (meters) 7.28 (feet) ADJUSTED AG7609 ___________________________________________________________________ AG7609 GEOID HEIGHT- -24.87 (meters) GEOID99 AG7609 DYNAMIC HT - 2.216 (meters) 7.27 (feet) COMP AG7609 MODELED GRAV- 979,172.6 (mgal) NAVD 88 AG7609 AG7609 VERT ORDER - SECOND CLASS I AG7609 AG7609.The horizontal coordinates were scaled from a topographic map and have AG7609.an estimated accuracy of +/- 6 seconds. AG7609 AG7609.The orthometric height was determined by differential leveling AG7609.and adjusted by the National Geodetic Survey in June 1991. AG7609 AG7609.This Tidal Bench Mark is designated as VM 6584 AG7609.by the Center for Operational Oceanographic Products and Services. AG7609 AG7609.The geoid height was determined by GEOID99. AG7609 AG7609.The dynamic height is computed by dividing the NAVD 88 AG7609.geopotential number by the normal gravity value computed on the AG7609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7609.degrees latitude (g = 980.6199 gals.). AG7609 AG7609.The modeled gravity was interpolated from observed gravity values. AG7609 AG7609; North East Units Estimated Accuracy AG7609;SPC FL W - 388,290. 162,410. MT (+/- 180 meters Scaled) AG7609 AG7609 SUPERSEDED SURVEY CONTROL AG7609 AG7609.No superseded survey control is available for this station. AG7609 AG7609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL639799(NAD 83) AG7609_MARKER: DJ = TIDAL STATION DISK AG7609_SETTING: 31 = BRIDGE CURBING AG7609_STAMPING: 6587 B 1977 AG7609_MARK LOGO: NOS AG7609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7609 AG7609 HISTORY - Date Condition Report By AG7609 HISTORY - 1977 MONUMENTED NOS AG7609 HISTORY - 1982 GOOD FLDNR AG7609 HISTORY - 20031019 GOOD USPSQD AG7609 AG7609 STATION DESCRIPTION AG7609 AG7609'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7609'1.3 MI SOUTH FROM GIBSONTON. AG7609'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA AG7609'RIVER, GO 1.3 MILES SOUTH ON U.S. 41 TO THE SMALL BRIDGE OVER AG7609'BULLFROG CREEK AND THE MARK. AG7609'THE MARK BEARS 1.7 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE AG7609'NORTHBOUND BRIDGE, AND 12.7 FEET WEST OF THE CENTERLINE OF THE AG7609'NORTHBOUND LANE OF U.S. 41. AG7609'THE MARK IS 1 FT ABOVE HIGHWAY. AG7609 AG7609 STATION RECOVERY (2003) AG7609 AG7609'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7609'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG7610 *********************************************************************** AG7610 DESIGNATION - 872 6587 D TIDAL FLDT AG7610 PID - AG7610 AG7610 STATE/COUNTY- FL/HILLSBOROUGH AG7610 USGS QUAD - GIBSONTON (1987) AG7610 AG7610 *CURRENT SURVEY CONTROL AG7610 ___________________________________________________________________ AG7610* NAD 83(1986)- 27 50 16. (N) 082 22 54. (W) SCALED AG7610* NAVD 88 - 2.238 (meters) 7.34 (feet) ADJUSTED AG7610 ___________________________________________________________________ AG7610 GEOID HEIGHT- -24.87 (meters) GEOID99 AG7610 DYNAMIC HT - 2.234 (meters) 7.33 (feet) COMP AG7610 MODELED GRAV- 979,172.6 (mgal) NAVD 88 AG7610 AG7610 VERT ORDER - SECOND CLASS I AG7610 AG7610.The horizontal coordinates were scaled from a topographic map and have AG7610.an estimated accuracy of +/- 6 seconds. AG7610 AG7610.The orthometric height was determined by differential leveling AG7610.and adjusted by the National Geodetic Survey in June 1991. AG7610 AG7610.The geoid height was determined by GEOID99. AG7610 AG7610.The dynamic height is computed by dividing the NAVD 88 AG7610.geopotential number by the normal gravity value computed on the AG7610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7610.degrees latitude (g = 980.6199 gals.). AG7610 AG7610.The modeled gravity was interpolated from observed gravity values. AG7610 AG7610; North East Units Estimated Accuracy AG7610;SPC FL W - 388,290. 162,410. MT (+/- 180 meters Scaled) AG7610 AG7610 SUPERSEDED SURVEY CONTROL AG7610 AG7610.No superseded survey control is available for this station. AG7610 AG7610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL639799(NAD 83) AG7610_MARKER: DB = BENCH MARK DISK AG7610_SETTING: 32 = BRIDGE ABUTMENT WINGWALL AG7610_STAMPING: 6587 D AG7610_MARK LOGO: FLDT AG7610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7610+STABILITY: SURFACE MOTION AG7610 AG7610 HISTORY - Date Condition Report By AG7610 HISTORY - UNK MONUMENTED FLDT AG7610 HISTORY - 1982 GOOD FLDNR AG7610 HISTORY - 20031019 GOOD USPSQD AG7610 AG7610 STATION DESCRIPTION AG7610 AG7610'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7610'1.3 MI SOUTH FROM GIBSONTON. AG7610'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA AG7610'RIVER, GO 1.3 MILES SOUTH ON U.S. 41 TO THE SMALL BRIDGE OVER AG7610'BULLFROG CREEK AND THE MARK. AG7610'THE MARK BEARS 1 FOOT EAST OF THE SOUTHEAST CORNER OF THE NORTHBOUND AG7610'BRIDGE, AND 21 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE AG7610'OF U.S. 41. THE MARK WAS STAMPED BY FLDNR. AG7610 AG7610 STATION RECOVERY (2003) AG7610 AG7610'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7610'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG7472 *********************************************************************** AG7472 TIDAL BM - This is a Tidal Bench Mark. AG7472 DESIGNATION - 872 6609 A TIDAL AG7472 PID - AG7472 AG7472 STATE/COUNTY- FL/HILLSBOROUGH AG7472 USGS QUAD - GIBSONTON (1987) AG7472 AG7472 *CURRENT SURVEY CONTROL AG7472 ___________________________________________________________________ AG7472* NAD 83(1986)- 27 51 41. (N) 082 23 02. (W) SCALED AG7472* NAVD 88 - 1.209 (meters) 3.97 (feet) ADJUSTED AG7472 ___________________________________________________________________ AG7472 GEOID HEIGHT- -24.89 (meters) GEOID99 AG7472 DYNAMIC HT - 1.207 (meters) 3.96 (feet) COMP AG7472 MODELED GRAV- 979,175.8 (mgal) NAVD 88 AG7472 AG7472 VERT ORDER - SECOND CLASS I AG7472 AG7472.The horizontal coordinates were scaled from a topographic map and have AG7472.an estimated accuracy of +/- 6 seconds. AG7472 AG7472.The orthometric height was determined by differential leveling AG7472.and adjusted by the National Geodetic Survey in June 1991. AG7472 AG7472.This Tidal Bench Mark is designated as VM 6618 AG7472.by the Center for Operational Oceanographic Products and Services. AG7472 AG7472.The geoid height was determined by GEOID99. AG7472 AG7472.The dynamic height is computed by dividing the NAVD 88 AG7472.geopotential number by the normal gravity value computed on the AG7472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7472.degrees latitude (g = 980.6199 gals.). AG7472 AG7472.The modeled gravity was interpolated from observed gravity values. AG7472 AG7472; North East Units Estimated Accuracy AG7472;SPC FL W - 390,910. 162,190. MT (+/- 180 meters Scaled) AG7472 AG7472 SUPERSEDED SURVEY CONTROL AG7472 AG7472.No superseded survey control is available for this station. AG7472 AG7472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL637826(NAD 83) AG7472_MARKER: DJ = TIDAL STATION DISK AG7472_SETTING: 35 = CONCRETE POWER POLE BASE AG7472_STAMPING: 6609 A 1977 AG7472_MARK LOGO: NOS AG7472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7472+STABILITY: SURFACE MOTION AG7472 AG7472 HISTORY - Date Condition Report By AG7472 HISTORY - 1977 MONUMENTED NOS AG7472 HISTORY - 1982 GOOD FLDNR AG7472 HISTORY - 20031019 GOOD USPSQD AG7472 AG7472 STATION DESCRIPTION AG7472 AG7472'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7472'0.25 MI NORTH FROM GIBSONTON. AG7472'THE MARK IS AT THE PUBLIC PARK ADJACENT TO THE NORTH END OF THE AG7472'U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA RIVER. THE MARK BEARS 49 AG7472'FEET WEST OF THE NORTH END OF THE PARK FISHING PIER, 87 FEET EAST AG7472'OF THE NORTHEAST CORNER OF A WOODEN BOAT DOCK, AND 8.6 FEET WEST AG7472'OF ANOTHER POWER POLE BASE. AG7472'THE MARK IS 1.5 FT ABOVE GROUND. AG7472 AG7472 STATION RECOVERY (2003) AG7472 AG7472'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7472'MARK FOUND GOOD. THE PUBLIC PARK REFERENCED IN THE 1982 DESCRIPTION IS AG7472'WILLIAMS PARK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG7473 *********************************************************************** AG7473 TIDAL BM - This is a Tidal Bench Mark. AG7473 DESIGNATION - 872 6609 B TIDAL AG7473 PID - AG7473 AG7473 STATE/COUNTY- FL/HILLSBOROUGH AG7473 USGS QUAD - GIBSONTON (1987) AG7473 AG7473 *CURRENT SURVEY CONTROL AG7473 ___________________________________________________________________ AG7473* NAD 83(1986)- 27 51 41. (N) 082 23 02. (W) SCALED AG7473* NAVD 88 - 1.496 (meters) 4.91 (feet) ADJUSTED AG7473 ___________________________________________________________________ AG7473 GEOID HEIGHT- -24.89 (meters) GEOID99 AG7473 DYNAMIC HT - 1.493 (meters) 4.90 (feet) COMP AG7473 MODELED GRAV- 979,175.8 (mgal) NAVD 88 AG7473 AG7473 VERT ORDER - SECOND CLASS I AG7473 AG7473.The horizontal coordinates were scaled from a topographic map and have AG7473.an estimated accuracy of +/- 6 seconds. AG7473 AG7473.The orthometric height was determined by differential leveling AG7473.and adjusted by the National Geodetic Survey in June 1991. AG7473 AG7473.This Tidal Bench Mark is designated as VM 6619 AG7473.by the Center for Operational Oceanographic Products and Services. AG7473 AG7473.The geoid height was determined by GEOID99. AG7473 AG7473.The dynamic height is computed by dividing the NAVD 88 AG7473.geopotential number by the normal gravity value computed on the AG7473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7473.degrees latitude (g = 980.6199 gals.). AG7473 AG7473.The modeled gravity was interpolated from observed gravity values. AG7473 AG7473; North East Units Estimated Accuracy AG7473;SPC FL W - 390,910. 162,190. MT (+/- 180 meters Scaled) AG7473 AG7473 SUPERSEDED SURVEY CONTROL AG7473 AG7473.No superseded survey control is available for this station. AG7473 AG7473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL637826(NAD 83) AG7473_MARKER: DJ = TIDAL STATION DISK AG7473_SETTING: 35 = CONCRETE SLAB AG7473_STAMPING: 6609 B 1977 AG7473_MARK LOGO: NOS AG7473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7473+STABILITY: SURFACE MOTION AG7473 AG7473 HISTORY - Date Condition Report By AG7473 HISTORY - 1977 MONUMENTED NOS AG7473 HISTORY - 1982 GOOD FLDNR AG7473 HISTORY - 20031019 GOOD USPSQD AG7473 AG7473 STATION DESCRIPTION AG7473 AG7473'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7473'0.25 MI NORTH FROM GIBSONTON. AG7473'THE MARK IS AT THE PUBLIC PARK ADJACENT TO THE NORTH END OF THE AG7473'U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA RIVER. THE MARK IS SET AG7473'IN FLOORING FOR A PICNIC SHELTER, 130 FEET NORTHWEST OF THE AG7473'NORTHWEST CORNER OF A WOODEN BOAT DOCK, 35 FEET NORTH OF THE AG7473'SOUTH EDGE OF THE SHELTER, AND 0.9 FOOT WEST OF THE EAST EDGE OF AG7473'THE SHELTER. AG7473'THE MARK IS ABOVE LEVEL WITH GROUND. AG7473 AG7473 STATION RECOVERY (2003) AG7473 AG7473'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7473'MARK FOUND GOOD. THE PUBLIC PARK REFERENCED IN THE 1982 DESCRIPTION IS AG7473'WILLIAMS PARK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG7470 *********************************************************************** AG7470 TIDAL BM - This is a Tidal Bench Mark. AG7470 DESIGNATION - 872 6609 E TIDAL AG7470 PID - AG7470 AG7470 STATE/COUNTY- FL/HILLSBOROUGH AG7470 USGS QUAD - GIBSONTON (1987) AG7470 AG7470 *CURRENT SURVEY CONTROL AG7470 ___________________________________________________________________ AG7470* NAD 83(1986)- 27 51 41. (N) 082 23 02. (W) SCALED AG7470* NAVD 88 - 6.437 (meters) 21.12 (feet) ADJUSTED AG7470 ___________________________________________________________________ AG7470 GEOID HEIGHT- -24.89 (meters) GEOID99 AG7470 DYNAMIC HT - 6.428 (meters) 21.09 (feet) COMP AG7470 MODELED GRAV- 979,175.8 (mgal) NAVD 88 AG7470 AG7470 VERT ORDER - SECOND CLASS I AG7470 AG7470.The horizontal coordinates were scaled from a topographic map and have AG7470.an estimated accuracy of +/- 6 seconds. AG7470 AG7470.The orthometric height was determined by differential leveling AG7470.and adjusted by the National Geodetic Survey in June 1991. AG7470 AG7470.This Tidal Bench Mark is designated as VM 6621 AG7470.by the Center for Operational Oceanographic Products and Services. AG7470 AG7470.The geoid height was determined by GEOID99. AG7470 AG7470.The dynamic height is computed by dividing the NAVD 88 AG7470.geopotential number by the normal gravity value computed on the AG7470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7470.degrees latitude (g = 980.6199 gals.). AG7470 AG7470.The modeled gravity was interpolated from observed gravity values. AG7470 AG7470; North East Units Estimated Accuracy AG7470;SPC FL W - 390,910. 162,190. MT (+/- 180 meters Scaled) AG7470 AG7470 SUPERSEDED SURVEY CONTROL AG7470 AG7470.No superseded survey control is available for this station. AG7470 AG7470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL637826(NAD 83) AG7470_MARKER: DJ = TIDAL STATION DISK AG7470_SETTING: 31 = BRIDGE SIDEWALK AG7470_STAMPING: 6609 E 1977 AG7470_MARK LOGO: NOS AG7470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7470 AG7470 HISTORY - Date Condition Report By AG7470 HISTORY - 1977 MONUMENTED NOS AG7470 HISTORY - 1982 GOOD FLDNR AG7470 HISTORY - 20031019 GOOD USPSQD AG7470 AG7470 STATION DESCRIPTION AG7470 AG7470'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7470'0.25 MI NORTH FROM GIBSONTON. AG7470'THE MARK IS AT THE NORTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER AG7470'THE ALAFIA RIVER. THE MARK IS NEAR THE NORTHEAST CORNER OF THE AG7470'BRIDGE, 18.3 FEET EAST OF THE CENTERLINE OF U.S. 41 NORTHBOUND AG7470'LANE, 9 FEET SOUTH OF THE NORTH END OF THE BRIDGE, AND 1 FOOT AG7470'WEST OF THE EAST EDGE OF THE BRIDGE. AG7470 AG7470 STATION RECOVERY (2003) AG7470 AG7470'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7470'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG7481 *********************************************************************** AG7481 TIDAL BM - This is a Tidal Bench Mark. AG7481 DESIGNATION - 872 6614 A TIDAL AG7481 PID - AG7481 AG7481 STATE/COUNTY- FL/HILLSBOROUGH AG7481 USGS QUAD - RIVERVIEW (1987) AG7481 AG7481 *CURRENT SURVEY CONTROL AG7481 ___________________________________________________________________ AG7481* NAD 83(1986)- 27 52 10. (N) 082 19 34. (W) SCALED AG7481* NAVD 88 - 4.048 (meters) 13.28 (feet) ADJUSTED AG7481 ___________________________________________________________________ AG7481 GEOID HEIGHT- -24.96 (meters) GEOID99 AG7481 DYNAMIC HT - 4.042 (meters) 13.26 (feet) COMP AG7481 MODELED GRAV- 979,175.7 (mgal) NAVD 88 AG7481 AG7481 VERT ORDER - SECOND CLASS I AG7481 AG7481.The horizontal coordinates were scaled from a topographic map and have AG7481.an estimated accuracy of +/- 6 seconds. AG7481 AG7481.The orthometric height was determined by differential leveling AG7481.and adjusted by the National Geodetic Survey in June 1991. AG7481 AG7481.This Tidal Bench Mark is designated as VM 6623 AG7481.by the Center for Operational Oceanographic Products and Services. AG7481 AG7481.The geoid height was determined by GEOID99. AG7481 AG7481.The dynamic height is computed by dividing the NAVD 88 AG7481.geopotential number by the normal gravity value computed on the AG7481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7481.degrees latitude (g = 980.6199 gals.). AG7481 AG7481.The modeled gravity was interpolated from observed gravity values. AG7481 AG7481; North East Units Estimated Accuracy AG7481;SPC FL W - 391,790. 167,890. MT (+/- 180 meters Scaled) AG7481 AG7481 SUPERSEDED SURVEY CONTROL AG7481 AG7481.No superseded survey control is available for this station. AG7481 AG7481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL694834(NAD 83) AG7481_MARKER: DJ = TIDAL STATION DISK AG7481_SETTING: 38 = BRIDGE ABUTMENT FOUNDATION AG7481_STAMPING: 6614 A 1977 AG7481_MARK LOGO: NOS AG7481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG7481 AG7481 HISTORY - Date Condition Report By AG7481 HISTORY - 1977 MONUMENTED NOS AG7481 HISTORY - 1982 GOOD FLDNR AG7481 HISTORY - 20031019 MARK NOT FOUND USPSQD AG7481 AG7481 STATION DESCRIPTION AG7481 AG7481'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7481'IN RIVERVIEW. AG7481'THE MARK IS IN RIVERVIEW AT THE NORTHEAST CORNER OF THE U.S. AG7481'HIGHWAY 301 BRIDGE OVER THE ALAFIA RIVER, 26.4 FEET EAST OF THE AG7481'CENTERLINE OF U.S. 301, 1.4 FEET WEST OF THE WEST EDGE OF THE AG7481'ABUTMENT FOUNDATION, AND 6 FEET EAST OF THE EAST EDGE OF THE AG7481'BRIDGE. AG7481'THE MARK IS 6 FT BELOW HIGHWAY. AG7481 AG7481 STATION RECOVERY (2003) AG7481 AG7481'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7481'MARK NOT FOUND. SITE LOCATED. A NEW U.S. HIGHWAY 301 BRIDGE OVER THE AG7481'ALAFIA RIVER HAS BEEN CONSTRUCTED IN 1989. THE BRIDGE HAS BEEN AG7481'WIDENED AND THE MARK WAS NOT RESET. THIS MARK SHOULD BE DECLARED AG7481'DESTROYED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG7480 *********************************************************************** AG7480 TIDAL BM - This is a Tidal Bench Mark. AG7480 DESIGNATION - 872 6614 B TIDAL AG7480 PID - AG7480 AG7480 STATE/COUNTY- FL/HILLSBOROUGH AG7480 USGS QUAD - RIVERVIEW (1987) AG7480 AG7480 *CURRENT SURVEY CONTROL AG7480 ___________________________________________________________________ AG7480* NAD 83(1986)- 27 52 10. (N) 082 19 36. (W) SCALED AG7480* NAVD 88 - 5.586 (meters) 18.33 (feet) ADJUSTED AG7480 ___________________________________________________________________ AG7480 GEOID HEIGHT- -24.96 (meters) GEOID99 AG7480 DYNAMIC HT - 5.578 (meters) 18.30 (feet) COMP AG7480 MODELED GRAV- 979,175.7 (mgal) NAVD 88 AG7480 AG7480 VERT ORDER - SECOND CLASS I AG7480 AG7480.The horizontal coordinates were scaled from a topographic map and have AG7480.an estimated accuracy of +/- 6 seconds. AG7480 AG7480.The orthometric height was determined by differential leveling AG7480.and adjusted by the National Geodetic Survey in June 1991. AG7480 AG7480.This Tidal Bench Mark is designated as VM 6624 AG7480.by the Center for Operational Oceanographic Products and Services. AG7480 AG7480.The geoid height was determined by GEOID99. AG7480 AG7480.The dynamic height is computed by dividing the NAVD 88 AG7480.geopotential number by the normal gravity value computed on the AG7480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7480.degrees latitude (g = 980.6199 gals.). AG7480 AG7480.The modeled gravity was interpolated from observed gravity values. AG7480 AG7480; North East Units Estimated Accuracy AG7480;SPC FL W - 391,790. 167,830. MT (+/- 180 meters Scaled) AG7480 AG7480 SUPERSEDED SURVEY CONTROL AG7480 AG7480.No superseded survey control is available for this station. AG7480 AG7480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL693834(NAD 83) AG7480_MARKER: DJ = TIDAL STATION DISK AG7480_SETTING: 32 = BRIDGE ABUTMENT WINGWALL AG7480_STAMPING: 6614 B 1977 AG7480_MARK LOGO: NOS AG7480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7480+STABILITY: SURFACE MOTION AG7480 AG7480 HISTORY - Date Condition Report By AG7480 HISTORY - 1977 MONUMENTED NOS AG7480 HISTORY - 1982 GOOD FLDNR AG7480 HISTORY - 20031019 MARK NOT FOUND USPSQD AG7480 AG7480 STATION DESCRIPTION AG7480 AG7480'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7480'IN RIVERVIEW. AG7480'THE MARK IS IN RIVERVIEW AT THE NORTHWEST CORNER OF THE U.S. AG7480'HIGHWAY 301 BRIDGE OVER THE ALAFIA RIVER, 21.5 FEET WEST OF THE AG7480'CENTERLINE OF U.S. 301, 6.1 FEET EAST OF THE WEST END OF THE AG7480'WINGWALL, AND 0.7 FOOT WEST OF THE BRIDGE RAIL. AG7480'THE MARK IS ABOVE LEVEL WITH HIGHWAY. AG7480 AG7480 STATION RECOVERY (2003) AG7480 AG7480'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7480'MARK NOT FOUND. SITE LOCATED. A NEW U.S. HIGHWAY 301 BRIDGE OVER THE AG7480'ALAFIA RIVER HAS BEEN CONSTRUCTED IN 1989. THE BRIDGE HAS BEEN AG7480'WIDENED AND THE MARK WAS NOT RESET. THIS MARK SHOULD BE DECLARED AG7480'DESTROYED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG7482 *********************************************************************** AG7482 TIDAL BM - This is a Tidal Bench Mark. AG7482 DESIGNATION - 872 6614 C TIDAL AG7482 PID - AG7482 AG7482 STATE/COUNTY- FL/HILLSBOROUGH AG7482 USGS QUAD - RIVERVIEW (1987) AG7482 AG7482 *CURRENT SURVEY CONTROL AG7482 ___________________________________________________________________ AG7482* NAD 83(1986)- 27 52 13. (N) 082 19 31. (W) SCALED AG7482* NAVD 88 - 1.577 (meters) 5.17 (feet) ADJUSTED AG7482 ___________________________________________________________________ AG7482 GEOID HEIGHT- -24.96 (meters) GEOID99 AG7482 DYNAMIC HT - 1.575 (meters) 5.17 (feet) COMP AG7482 MODELED GRAV- 979,175.8 (mgal) NAVD 88 AG7482 AG7482 VERT ORDER - SECOND CLASS I AG7482 AG7482.The horizontal coordinates were scaled from a topographic map and have AG7482.an estimated accuracy of +/- 6 seconds. AG7482 AG7482.The orthometric height was determined by differential leveling AG7482.and adjusted by the National Geodetic Survey in June 1991. AG7482 AG7482.This Tidal Bench Mark is designated as VM 6625 AG7482.by the Center for Operational Oceanographic Products and Services. AG7482 AG7482.The geoid height was determined by GEOID99. AG7482 AG7482.The dynamic height is computed by dividing the NAVD 88 AG7482.geopotential number by the normal gravity value computed on the AG7482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7482.degrees latitude (g = 980.6199 gals.). AG7482 AG7482.The modeled gravity was interpolated from observed gravity values. AG7482 AG7482; North East Units Estimated Accuracy AG7482;SPC FL W - 391,880. 167,970. MT (+/- 180 meters Scaled) AG7482 AG7482 SUPERSEDED SURVEY CONTROL AG7482 AG7482.No superseded survey control is available for this station. AG7482 AG7482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL695835(NAD 83) AG7482_MARKER: DJ = TIDAL STATION DISK AG7482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7482_STAMPING: 6614 C 1977 AG7482_MARK LOGO: NOS AG7482_PROJECTION: FLUSH AG7482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7482+STABILITY: SURFACE MOTION AG7482 AG7482 HISTORY - Date Condition Report By AG7482 HISTORY - 1977 MONUMENTED NOS AG7482 HISTORY - 1982 GOOD FLDNR AG7482 HISTORY - 20031019 MARK NOT FOUND USPSQD AG7482 AG7482 STATION DESCRIPTION AG7482 AG7482'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7482'IN RIVERVIEW. AG7482'THE MARK IS IN RIVERVIEW ON THE PROPERTY OF THE GLEN D. LITKE AG7482'AUTO SALVAGE COMPANY, JUST NORTHEAST OF THE NORTH END OF THE AG7482'U.S. HIGHWAY 301 BRIDGE OVER THE ALAFIA RIVER. THE MARK BEARS AG7482'41.5 FEET NORTH-NORTHEAST OF THE NORTH END OF A WOODEN WALKWAY AG7482'TO A DOCK, 46.8 FEET WEST OF A FENCE, 1.7 FEET SOUTH OF THE AG7482'SOUTHEAST CORNER OF A TIN BUILDING, AND 61.5 FEET NORTHEAST AG7482'OF THE SOUTHEAST CORNER OF A WOOD FRAME HOUSE. AG7482 AG7482 STATION RECOVERY (2003) AG7482 AG7482'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7482'MARK NOT FOUND. SITE LOCATED. THE AUTO SALVAGE CO NO LONGER EXISTS AT AG7482'THE NORTH END OF THE U.S.HIGHWAY 301 BRIDGE OVER THE ALAFIA RIVER. NO AG7482'WOODEN WALKWAY TO A DOCK EXISTS. THE SITE IS NOW THE UNITED METHODIST AG7482'CHURCH GROUNDS. THIS MARK SHOULD BE DECLARED DESTROYED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG7479 *********************************************************************** AG7479 TIDAL BM - This is a Tidal Bench Mark. AG7479 DESIGNATION - 872 6614 E TIDAL AG7479 PID - AG7479 AG7479 STATE/COUNTY- FL/HILLSBOROUGH AG7479 USGS QUAD - RIVERVIEW (1987) AG7479 AG7479 *CURRENT SURVEY CONTROL AG7479 ___________________________________________________________________ AG7479* NAD 83(1986)- 27 52 15. (N) 082 19 35. (W) SCALED AG7479* NAVD 88 - 3.826 (meters) 12.55 (feet) ADJUSTED AG7479 ___________________________________________________________________ AG7479 GEOID HEIGHT- -24.96 (meters) GEOID99 AG7479 DYNAMIC HT - 3.820 (meters) 12.53 (feet) COMP AG7479 MODELED GRAV- 979,175.9 (mgal) NAVD 88 AG7479 AG7479 VERT ORDER - SECOND CLASS I AG7479 AG7479.The horizontal coordinates were scaled from a topographic map and have AG7479.an estimated accuracy of +/- 6 seconds. AG7479 AG7479.The orthometric height was determined by differential leveling AG7479.and adjusted by the National Geodetic Survey in June 1991. AG7479 AG7479.This Tidal Bench Mark is designated as VM 6626 AG7479.by the Center for Operational Oceanographic Products and Services. AG7479 AG7479.The geoid height was determined by GEOID99. AG7479 AG7479.The dynamic height is computed by dividing the NAVD 88 AG7479.geopotential number by the normal gravity value computed on the AG7479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7479.degrees latitude (g = 980.6199 gals.). AG7479 AG7479.The modeled gravity was interpolated from observed gravity values. AG7479 AG7479; North East Units Estimated Accuracy AG7479;SPC FL W - 391,940. 167,860. MT (+/- 180 meters Scaled) AG7479 AG7479 SUPERSEDED SURVEY CONTROL AG7479 AG7479.No superseded survey control is available for this station. AG7479 AG7479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL694836(NAD 83) AG7479_MARKER: DJ = TIDAL STATION DISK AG7479_SETTING: 31 = CONCRETE CURB DRAIN AG7479_STAMPING: 6614 E 1977 AG7479_MARK LOGO: NOS AG7479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7479 AG7479 HISTORY - Date Condition Report By AG7479 HISTORY - 1977 MONUMENTED NOS AG7479 HISTORY - 1982 GOOD FLDNR AG7479 HISTORY - 20031019 MARK NOT FOUND USPSQD AG7479 AG7479 STATION DESCRIPTION AG7479 AG7479'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7479'IN RIVERVIEW. AG7479'THE MARK IS IN RIVERVIEW ALONG U.S. HIGHWAY 301 IN FRONT OF GLEN AG7479'D. LITKE AUTO SALVAGE, 26.8 FEET EAST OF THE CENTERLINE OF U.S. AG7479'301, 40.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BIKE PARTS AG7479'SUPPLY BUILDING, AND 37 FEET SOUTHWEST OF A POWER POLE. AG7479 AG7479 STATION RECOVERY (2003) AG7479 AG7479'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7479'MARK NOT FOUND. SITE LOCATED. THE AUTO SALVAGE CO AND BIKE PARTS AG7479'SUPPLY BUILDING NO LONGER EXIST AT THE SITE. U.S.HIGHWAY 301 HAS BEEN AG7479'WIDENED. SITE IS NOW BENEATH THE ROADWAY. THIS MARK SHOULD BE DECLARED AG7479'DESTROYED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG7478 *********************************************************************** AG7478 TIDAL BM - This is a Tidal Bench Mark. AG7478 DESIGNATION - 872 6614 F TIDAL AG7478 PID - AG7478 AG7478 STATE/COUNTY- FL/HILLSBOROUGH AG7478 USGS QUAD - RIVERVIEW (1987) AG7478 AG7478 *CURRENT SURVEY CONTROL AG7478 ___________________________________________________________________ AG7478* NAD 83(1986)- 27 52 19. (N) 082 19 34. (W) SCALED AG7478* NAVD 88 - 4.507 (meters) 14.79 (feet) ADJUSTED AG7478 ___________________________________________________________________ AG7478 GEOID HEIGHT- -24.96 (meters) GEOID99 AG7478 DYNAMIC HT - 4.501 (meters) 14.77 (feet) COMP AG7478 MODELED GRAV- 979,176.0 (mgal) NAVD 88 AG7478 AG7478 VERT ORDER - SECOND CLASS I AG7478 AG7478.The horizontal coordinates were scaled from a topographic map and have AG7478.an estimated accuracy of +/- 6 seconds. AG7478 AG7478.The orthometric height was determined by differential leveling AG7478.and adjusted by the National Geodetic Survey in June 1991. AG7478 AG7478.This Tidal Bench Mark is designated as VM 6627 AG7478.by the Center for Operational Oceanographic Products and Services. AG7478 AG7478.The geoid height was determined by GEOID99. AG7478 AG7478.The dynamic height is computed by dividing the NAVD 88 AG7478.geopotential number by the normal gravity value computed on the AG7478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7478.degrees latitude (g = 980.6199 gals.). AG7478 AG7478.The modeled gravity was interpolated from observed gravity values. AG7478 AG7478; North East Units Estimated Accuracy AG7478;SPC FL W - 392,060. 167,890. MT (+/- 180 meters Scaled) AG7478 AG7478 SUPERSEDED SURVEY CONTROL AG7478 AG7478.No superseded survey control is available for this station. AG7478 AG7478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL694837(NAD 83) AG7478_MARKER: DJ = TIDAL STATION DISK AG7478_SETTING: 31 = CONCRETE CURB DRAIN AG7478_STAMPING: 6614 F 1977 AG7478_MARK LOGO: NOS AG7478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7478 AG7478 HISTORY - Date Condition Report By AG7478 HISTORY - 1977 MONUMENTED NOS AG7478 HISTORY - 1982 GOOD FLDNR AG7478 HISTORY - 20031019 MARK NOT FOUND USPSQD AG7478 AG7478 STATION DESCRIPTION AG7478 AG7478'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7478'IN RIVERVIEW. AG7478'THE MARK IS IN RIVERVIEW AT THE INTERSECTION OF U.S. HIGHWAY 301 AG7478'AND RIVERVIEW DRIVE. THE MARK BEARS 32.1 FEET EAST OF THE AG7478'CENTERLINE OF U.S. 301, 41 FEET NORTH OF THE CENTERLINE OF RIVERVIEW AG7478'DRIVE, 23.6 FEET WEST OF A TELEPHONE POLE, 9 FEET WEST-SOUTHWEST OF AG7478'A TRAFFIC LIGHT POLE 0735, AND 21.8 FEET WEST-NORTHWEST OF BENCH AG7478'MARK F 132 1954 16.623. AG7478 AG7478 STATION RECOVERY (2003) AG7478 AG7478'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7478'MARK NOT FOUND. SITE LOCATED. TELEPHONE POLE AND TRAFFIC LIGHT POLE NO AG7478'LONGER EXIST AT THE INTERSECTION OF U.S. HIGHWAY 301 AND RIVERVIEW AG7478'DRIVE. U.S. HIGHWAY 301 HAS BEEN WIDENED AND THE LANES EXTENDED. THE AG7478'SITE OF THE MARK IS NOW BENEATH THE HIGHWAY. THIS MARK SHOULD BE AG7478'DECLARED DESTROYED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AL6260 *********************************************************************** AL6260 DESIGNATION - B 101 AL6260 PID - AL6260 AL6260 STATE/COUNTY- FL/HILLSBOROUGH AL6260 USGS QUAD - ODESSA (1987) AL6260 AL6260 *CURRENT SURVEY CONTROL AL6260 ___________________________________________________________________ AL6260* NAD 83(1986)- 28 08 33. (N) 082 34 38. (W) SCALED AL6260* NAVD 88 - 16.762 (meters) 54.99 (feet) ADJUSTED AL6260 ___________________________________________________________________ AL6260 GEOID HEIGHT- -25.18 (meters) GEOID99 AL6260 DYNAMIC HT - 16.738 (meters) 54.91 (feet) COMP AL6260 MODELED GRAV- 979,198.9 (mgal) NAVD 88 AL6260 AL6260 VERT ORDER - SECOND CLASS 0 AL6260 AL6260.The horizontal coordinates were scaled from a topographic map and have AL6260.an estimated accuracy of +/- 6 seconds. AL6260 AL6260.The orthometric height was determined by differential leveling AL6260.and adjusted by the National Geodetic Survey in June 1991. AL6260 AL6260.The geoid height was determined by GEOID99. AL6260 AL6260.The dynamic height is computed by dividing the NAVD 88 AL6260.geopotential number by the normal gravity value computed on the AL6260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6260.degrees latitude (g = 980.6199 gals.). AL6260 AL6260.The modeled gravity was interpolated from observed gravity values. AL6260 AL6260; North East Units Estimated Accuracy AL6260;SPC FL W - 422,140. 143,300. MT (+/- 180 meters Scaled) AL6260 AL6260 SUPERSEDED SURVEY CONTROL AL6260 AL6260 NGVD 29 (??/??/92) 17.016 (m) 55.83 (f) ADJ UNCH 2 0 AL6260 AL6260.Superseded values are not recommended for survey control. AL6260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6260.See file dsdata.txt to determine how the superseded data were derived. AL6260 AL6260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM451139(NAD 83) AL6260_MARKER: DB = BENCH MARK DISK AL6260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6260_STAMPING: B 101 1942 AL6260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6260+STABILITY: SURFACE MOTION AL6260 AL6260 HISTORY - Date Condition Report By AL6260 HISTORY - 1942 MONUMENTED CGS AL6260 HISTORY - 1958 MARK NOT FOUND NGS AL6260 HISTORY - 20031021 MARK NOT FOUND USPSQD AL6260 AL6260 STATION DESCRIPTION AL6260 AL6260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AL6260'4.2 MI S FROM ODESSA. AL6260'IN HILLSBOROUGH COUNTY, 4.2 MILES SOUTH ALONG GUNN HIGHWAY FROM AL6260'THE POST OFFICE AT ODESSA, PASCO COUNTY, BETWEEN THE HIGHWAY AL6260'AND THE SEABOARD AIR LINE RAILROAD, 29.5 FEET NORTHEAST OF THE AL6260'CENTERLINE OF THE HIGHWAY, 26 FEET SOUTHWEST OF THE SOUTHWEST AL6260'RAIL, 33 FEET SOUTHEAST OF A POLE, AND 1 FOOT SOUTHWEST OF A AL6260'WHITE WOODEN WITNESS POST. SET IN THE TOP OF A CONCRETE POST AL6260'PROJECTING 4 INCHES ABOVE GROUND. AL6260 AL6260 STATION RECOVERY (2003) AL6260 AL6260'RECOVERY NOTE BY US POWER SQUADRON 2003 (RAH) AL6260'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG8738 *********************************************************************** AG8738 DESIGNATION - BUCKHORN B AG8738 PID - AG8738 AG8738 STATE/COUNTY- FL/HILLSBOROUGH AG8738 USGS QUAD - BRANDON (1987) AG8738 AG8738 *CURRENT SURVEY CONTROL AG8738 ___________________________________________________________________ AG8738* NAD 83(1990)- 27 53 43.64901(N) 082 20 54.50510(W) ADJUSTED AG8738* NAVD 88 - 15.896 (meters) 52.15 (feet) POSTED AG8738 ___________________________________________________________________ AG8738 LAPLACE CORR- -1.25 (seconds) DEFLEC99 AG8738 GEOID HEIGHT- -24.97 (meters) GEOID99 AG8738 DYNAMIC HT - 15.870 (meters) 52.07 (feet) COMP AG8738 MODELED GRAV- 979,179.3 (mgal) NAVD 88 AG8738 AG8738 HORZ ORDER - SECOND AG8738 VERT ORDER - * POSTED, Code B , SEE BELOW AG8738 AG8738.The horizontal coordinates were established by classical geodetic methods AG8738.and adjusted by the National Geodetic Survey in May 1991. AG8738 AG8738.The orthometric height was determined by differential leveling AG8738.and adjusted by the National Geodetic Survey in 1992. AG8738.* This is a POSTED BENCH MARK height. Code B indicates a distribution AG8738.rate of 1.1 thru 2.0 mm/km. AG8738 AG8738.The Laplace correction was computed from DEFLEC99 derived deflections. AG8738 AG8738.The geoid height was determined by GEOID99. AG8738 AG8738.The dynamic height is computed by dividing the NAVD 88 AG8738.geopotential number by the normal gravity value computed on the AG8738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8738.degrees latitude (g = 980.6199 gals.). AG8738 AG8738.The modeled gravity was interpolated from observed gravity values. AG8738 AG8738; North East Units Scale Converg. AG8738;SPC FL W - 394,673.287 165,692.358 MT 0.99995570 -0 09 46.9 AG8738;UTM 17 - 3,086,352.604 367,279.995 MT 0.99981741 -0 37 51.6 AG8738 AG8738 SUPERSEDED SURVEY CONTROL AG8738 AG8738 NAD 83(1986)- 27 53 43.65450(N) 082 20 54.52195(W) AD( ) 2 AG8738 NGVD 29 (06/09/89) 16.19 (m) 53.1 (f) LEVELING 3 AG8738 AG8738.Superseded values are not recommended for survey control. AG8738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8738.See file dsdata.txt to determine how the superseded data were derived. AG8738 AG8738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6728086353(NAD 83) AG8738_MARKER: DD = SURVEY DISK AG8738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8738_STAMPING: HCED BUCKHORN B 1984 AG8738_MARK LOGO: FL-057 AG8738_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG8738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8738+STABILITY: SURFACE MOTION AG8738 AG8738 HISTORY - Date Condition Report By AG8738 HISTORY - 1984 MONUMENTED FL-057 AG8738 HISTORY - 1988 GOOD FLDT AG8738 HISTORY - 19960420 GOOD USPSQD AG8738 HISTORY - 20031019 GOOD USPSQD AG8738 AG8738 STATION DESCRIPTION AG8738 AG8738'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW) AG8738'THE STATION IS LOCATED ABOUT 1.2 MILES NORTH OF RIVERVIEW AND AG8738'1.8 MILES SOUTHEAST OF PROVIDENCE. AG8738' AG8738'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 301 AG8738'AND BLOOMINGDALE AVE., GO WEST ON BLOOMINGDALE AVE. FOR 0.25 AG8738'MILES TO AZIMUTH MARK ON LEFT, CONTINUE WESTERLY FOR 0.4 MILES AG8738'TO THE STATION IN NORTHWEST CORNER OF OVERPASS. AG8738' AG8738'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---BUCKHORN B AG8738'1984---SET INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT FLUSH AG8738'WITH THE GROUND, LOCATED 54 FEET NORTH NORTHWEST OF A BRASS(D.O.T.) AG8738'DISK IN SOUTH CONCRETE BRIDGE ABUTMENT, 26 FEET NORTH OF THE AG8738'CENTERLINE OF PROGRESS VILLAGE BLVD, 14.8 FEET NORTHEAST OF THE AG8738'CENTER OF A DROP INLET WITH GRATE, 2.8 FEET NORTH OF A BRASS DISK IN AG8738'A CONCRETE BRIDGE ABUTMENT(D.O.T.) NORTH , 3 FEET SOUTH OF A METAL AG8738'WITNESS POST. AG8738' AG8738'AZIMUTH MARK NO. 1 IS A STANDARD H.C.E.D. DISK STAMPED---BUCKHORN B AG8738'AZ MK 1984---SET INTO THE TOP OF A 12 INH ROUND CONCRETE MONUMENT AG8738'RECESSED 3 INCHES BELOW THE GROUND, LOCATED 27.9 FEET SOUTH OF THE AG8738'CENTERLINE OF BLOOMINGDALE AVENUE, 129.3 FEET NORTHWEST OF A POWER AG8738'POLE, 32 FEET NORTHWEST OF THE NORTHEAST CORNER OF A CONCRETE INVERT, AG8738'41.6 FEET NORTH OF A METAL WITNESS POST AND FENCE LINE. AG8738 AG8738 STATION RECOVERY (1988) AG8738 AG8738'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1988 AG8738'11.35 MI SE FROM TAMPA. AG8738'FROM THE INTERSTATE ROUTE 75 AND STATE ROAD 60 INTERCHANGE, ABOUT 8.0 AG8738'MILES EAST OF TAMPA -- GO SOUTH ALONG INTERSTATE ROUTE 75 FOR 3.35 AG8738'MILES TO THE BLOOMINGDALE AVENUE OVERPASS AND THE MARK. IT IS 26.0 AG8738'FEET SOUTHWEST OF THE CENTER OF BLOOMINGDALE AVENUE, 16.0 FEET AG8738'NORTHWEST OF AN EXPANSION JOINT AND 3.0 FEET NORTHEAST OF THE AG8738'NORTHWEST END OF THE BRIDGE ABUTMENT, AND ABOUT LEVEL WITH THE ROAD. AG8738'THE MARK IS 3.0 FT NE FROM A WITNESS POST. AG8738 AG8738 STATION RECOVERY (1996) AG8738 AG8738'RECOVERY NOTE BY US POWER SQUADRON 1996 AG8738'RECOVERED IN GOOD CONDITION. AG8738 AG8738 STATION RECOVERY (2003) AG8738 AG8738'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG8738'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG9291 *********************************************************************** AG9291 DESIGNATION - BUCKHORN B RM 1 AG9291 PID - AG9291 AG9291 STATE/COUNTY- FL/HILLSBOROUGH AG9291 USGS QUAD - BRANDON (1987) AG9291 AG9291 *CURRENT SURVEY CONTROL AG9291 ___________________________________________________________________ AG9291* NAD 83(1986)- 27 53 44. (N) 082 20 54. (W) SCALED AG9291* NAVD 88 - 16.048 (meters) 52.65 (feet) POSTED AG9291 ___________________________________________________________________ AG9291 GEOID HEIGHT- -24.97 (meters) GEOID99 AG9291 DYNAMIC HT - 16.020 (meters) 52.56 (feet) COMP AG9291 MODELED GRAV- 979,179.4 (mgal) NAVD 88 AG9291 AG9291 VERT ORDER - * POSTED, Code B , SEE BELOW AG9291 AG9291.The horizontal coordinates were scaled from a topographic map and have AG9291.an estimated accuracy of +/- 6 seconds. AG9291 AG9291.The orthometric height was determined by differential leveling AG9291.and adjusted by the National Geodetic Survey in 1992. AG9291.* This is a POSTED BENCH MARK height. Code B indicates a distribution AG9291.rate of 1.1 thru 2.0 mm/km. AG9291 AG9291.The geoid height was determined by GEOID99. AG9291 AG9291.The dynamic height is computed by dividing the NAVD 88 AG9291.geopotential number by the normal gravity value computed on the AG9291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG9291.degrees latitude (g = 980.6199 gals.). AG9291 AG9291.The modeled gravity was interpolated from observed gravity values. AG9291 AG9291; North East Units Estimated Accuracy AG9291;SPC FL W - 394,680. 165,710. MT (+/- 180 meters Scaled) AG9291 AG9291 SUPERSEDED SURVEY CONTROL AG9291 AG9291.No superseded survey control is available for this station. AG9291 AG9291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL672863(NAD 83) AG9291_MARKER: DD = SURVEY DISK AG9291_SETTING: 31 = CONCRETE BRIDGE WALKWAY AG9291_STAMPING: BUCKHORN B RM NO 1 AG9291_MARK LOGO: FL-057 AG9291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG9291 AG9291 HISTORY - Date Condition Report By AG9291 HISTORY - 1984 MONUMENTED FL-057 AG9291 HISTORY - 1988 GOOD FLDT AG9291 HISTORY - 19960420 GOOD USPSQD AG9291 HISTORY - 20031019 GOOD USPSQD AG9291 AG9291 STATION DESCRIPTION AG9291 AG9291'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1988 AG9291'11.35 MI SE FROM TAMPA. AG9291'FROM THE INTERSTATE ROUTE 75 AND STATE ROAD 60 INTERCHANGE, ABOUT 8.0 AG9291'MILES EAST OF TAMPA -- GO SOUTH ALONG INTERSTATE ROUTE 75 FOR 3.35 AG9291'MILES TO THE BLOOMINGDALE AVENUE OVERPASS AND THE MARK. IT IS SET IN AG9291'THE TOP OF THE NORTH CONCRETE WALKWAY, 25.3 FEET SOUTHEAST OF THE AG9291'NORTHWEST END OF THE BRIDGE ABUTMENT, 16.0 FEET NORTHEAST OF THE AG9291'CENTER OF BLOOMINGDALE AVENUE AND 6.5 FEET SOUTHWEST OF THE NORTH AG9291'CONCRETE GUARDRAIL, AND ABOUT LEVEL WITH THE ROAD. AG9291 AG9291 STATION RECOVERY (1996) AG9291 AG9291'RECOVERY NOTE BY US POWER SQUADRON 1996 AG9291'RECOVERED IN GOOD CONDITION. AG9291 AG9291 STATION RECOVERY (2003) AG9291 AG9291'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG9291'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG9292 *********************************************************************** AG9292 DESIGNATION - BUCKHORN B RM 2 AG9292 PID - AG9292 AG9292 STATE/COUNTY- FL/HILLSBOROUGH AG9292 USGS QUAD - BRANDON (1987) AG9292 AG9292 *CURRENT SURVEY CONTROL AG9292 ___________________________________________________________________ AG9292* NAD 83(1986)- 27 53 44. (N) 082 20 54. (W) SCALED AG9292* NAVD 88 - 16.972 (meters) 55.68 (feet) POSTED AG9292 ___________________________________________________________________ AG9292 GEOID HEIGHT- -24.97 (meters) GEOID99 AG9292 DYNAMIC HT - 16.950 (meters) 55.61 (feet) COMP AG9292 MODELED GRAV- 979,179.4 (mgal) NAVD 88 AG9292 AG9292 VERT ORDER - * POSTED, Code C , SEE BELOW AG9292 AG9292.The horizontal coordinates were scaled from a topographic map and have AG9292.an estimated accuracy of +/- 6 seconds. AG9292 AG9292.The orthometric height was determined by differential leveling AG9292.and adjusted by the National Geodetic Survey in 1992. AG9292.* This is a POSTED BENCH MARK height. Code C indicates a distribution AG9292.rate of 2.1 thru 3.0 mm/km. AG9292 AG9292.The geoid height was determined by GEOID99. AG9292 AG9292.The dynamic height is computed by dividing the NAVD 88 AG9292.geopotential number by the normal gravity value computed on the AG9292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG9292.degrees latitude (g = 980.6199 gals.). AG9292 AG9292.The modeled gravity was interpolated from observed gravity values. AG9292 AG9292; North East Units Estimated Accuracy AG9292;SPC FL W - 394,680. 165,710. MT (+/- 180 meters Scaled) AG9292 AG9292 SUPERSEDED SURVEY CONTROL AG9292 AG9292.No superseded survey control is available for this station. AG9292 AG9292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL672863(NAD 83) AG9292_MARKER: DD = SURVEY DISK AG9292_SETTING: 31 = CONCRETE BRIDGE WALKWAY AG9292_STAMPING: BUCKHORN B RM NO 2 AG9292_MARK LOGO: FL-057 AG9292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG9292 AG9292 HISTORY - Date Condition Report By AG9292 HISTORY - 1984 MONUMENTED FL-057 AG9292 HISTORY - 1988 GOOD FLDT AG9292 HISTORY - 19960420 GOOD USPSQD AG9292 HISTORY - 20031019 GOOD USPSQD AG9292 AG9292 STATION DESCRIPTION AG9292 AG9292'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1988 AG9292'11.35 MI SE FROM TAMPA. AG9292'FROM THE INTERSTATE ROUTE 75 AND STATE ROAD 60 INTERCHANGE, ABOUT 8.0 AG9292'MILES EAST OF TAMPA -- GO SOUTH ALONG INTERSTATE ROUTE 75 FOR 3.35 AG9292'MILES TO THE BLOOMINGDALE AVENUE OVERPASS AND THE MARK. IT IS SET IN AG9292'THE TOP OF THE SOUTH CONCRETE WALKWAY. IT IS 23.5 FEET SOUTHWEST OF AG9292'THE CENTER OF BLOOMINGDALE AVENUE, 12.3 FEET NORTHWEST OF AN AG9292'EXPANSION JOINT AND 2.0 FEET SOUTHEAST OF THE SOUTHWEST END OF THE AG9292'BRIDGE ABUTMENT, AND ABOUT LEVEL WITH THE ROAD. AG9292 AG9292 STATION RECOVERY (1996) AG9292 AG9292'RECOVERY NOTE BY US POWER SQUADRON 1996 AG9292'RECOVERED IN GOOD CONDITION. AG9292 AG9292 STATION RECOVERY (2003) AG9292 AG9292'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG9292'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AL6331 *********************************************************************** AL6331 DESIGNATION - CITRUS AL6331 PID - AL6331 AL6331 STATE/COUNTY- FL/HILLSBOROUGH AL6331 USGS QUAD - CITRUS PARK (1987) AL6331 AL6331 *CURRENT SURVEY CONTROL AL6331 ___________________________________________________________________ AL6331* NAD 83(1990)- 28 03 58.83155(N) 082 34 24.90381(W) ADJUSTED AL6331* NAVD 88 - 14.089 (meters) 46.22 (feet) ADJUSTED AL6331 ___________________________________________________________________ AL6331 LAPLACE CORR- -1.11 (seconds) DEFLEC99 AL6331 GEOID HEIGHT- -25.00 (meters) GEOID99 AL6331 DYNAMIC HT - 14.069 (meters) 46.16 (feet) COMP AL6331 MODELED GRAV- 979,193.1 (mgal) NAVD 88 AL6331 AL6331 HORZ ORDER - FIRST AL6331 VERT ORDER - SECOND CLASS 0 AL6331 AL6331.The horizontal coordinates were established by classical geodetic methods AL6331.and adjusted by the National Geodetic Survey in May 1991. AL6331 AL6331.The orthometric height was determined by differential leveling AL6331.and adjusted by the National Geodetic Survey in June 1991. AL6331 AL6331.The Laplace correction was computed from DEFLEC99 derived deflections. AL6331 AL6331.The geoid height was determined by GEOID99. AL6331 AL6331.The dynamic height is computed by dividing the NAVD 88 AL6331.geopotential number by the normal gravity value computed on the AL6331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6331.degrees latitude (g = 980.6199 gals.). AL6331 AL6331.The modeled gravity was interpolated from observed gravity values. AL6331 AL6331; North East Units Scale Converg. AL6331;SPC FL W - 413,693.367 143,618.547 MT 0.99998040 -0 16 11.5 AL6331;UTM 17 - 3,105,550.698 345,365.160 MT 0.99989514 -0 44 25.8 AL6331 AL6331: Primary Azimuth Mark Grid Az AL6331:SPC FL W - CYPRESS 163 11 47.2 AL6331:UTM 17 - CYPRESS 163 40 01.5 AL6331 AL6331|---------------------------------------------------------------------| AL6331| PID Reference Object Distance Geod. Az | AL6331| dddmmss.s | AL6331| CW6797 CITRUS RM 3 23.522 METERS 09928 | AL6331| AL0499 TAMPA TEMPLE CREST SUBDIV TANK APPROX.16.2 KM 1051926.2 | AL6331| AL0496 SULPHUR SPR HAMILTON HEATH TK APPROX.13.5 KM 1123710.8 | AL6331| AL0500 SULPHUR SPRINGS MUN WATER TWR APPROX.12.3 KM 1134803.1 | AL6331| AL6333 CITRUS RM 1 45.354 METERS 11823 | AL6331| AG1362 TAMPA 21ST AVE MUN TANK APPROX.16.5 KM 1294857.7 | AL6331| AG1382 TAMPA REGENBERG FACT NO 50 TWR APPROX.17.0 KM 1301514.0 | AL6331| AG1435 TAMPA SCHWAB DAVIS DOUBLE TANK APPROX.17.2 KM 1304206.3 | AL6331| AG1424 TAMPA SALVADOR RODRIGUEZ TANK APPROX.18.2 KM 1313854.9 | AL6331| AG1360 TAMPA MUN GAS CO TANK APPROX.17.4 KM 1340400.7 | AL6331| AG1429 TAMPA HENDERSON AVE MUN TANK APPROX.16.5 KM 1353549.5 | AL6331| AG1401 TAMPA GARCIA VEGA CIGAR CO TK APPROX.13.9 KM 1413239.0 | AL6331| AG1399 TAMPA REGENBURG FACT NO 59 TWR APPROX.14.8 KM 1413729.1 | AL6331| AG1410 TAMPA 116TH FIELD ARTY TANK APPROX.15.6 KM 1455645.5 | AL6331| AG2081 TAMPA DREW APT AWY BCN APPROX.10.7 KM 1541507.0 | AL6331| AG2076 TAMPA ANNADELL WELL TANK APPROX.14.9 KM 1562616.8 | AL6331| AG5364 CYPRESS APPROX.13.2 KM 1625535.7 | AL6331| CW6798 CITRUS RM 4 27.389 METERS 16625 | AL6331| AL6334 CITRUS RM 2 57.784 METERS 24854 | AL6331| AL0619 CITRUS RM 5 22.474 METERS 26548 | AL6331| CW6799 CITRUS AZ MK RESET 2661653.7 | AL6331| CW6796 CITRUS AZ MK 2662323.7 | AL6331| AL0742 TARPON SPRINGS LAKE BUTLER TK APPROX.17.7 KM 2975703.7 | AL6331| AL0562 ODESSA LAKE REGION GROWERS TK APPROX.13.1 KM 3520541.3 | AL6331|---------------------------------------------------------------------| AL6331 AL6331 SUPERSEDED SURVEY CONTROL AL6331 AL6331 NAD 83(1986)- 28 03 58.83792(N) 082 34 24.91408(W) AD( ) 1 AL6331 NAD 27 - 28 03 57.77721(N) 082 34 25.56508(W) AD( ) 1 AL6331 NGVD 29 (??/??/92) 14.341 (m) 47.05 (f) ADJ UNCH 2 0 AL6331 AL6331.Superseded values are not recommended for survey control. AL6331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6331.See file dsdata.txt to determine how the superseded data were derived. AL6331 AL6331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4536505551(NAD 83) AL6331_MARKER: DS = TRIANGULATION STATION DISK AL6331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6331_STAMPING: CITRUS 1934 AL6331_MAGNETIC: N = NO MAGNETIC MATERIAL AL6331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6331+STABILITY: SURFACE MOTION AL6331 AL6331 HISTORY - Date Condition Report By AL6331 HISTORY - 1934 MONUMENTED CGS AL6331 HISTORY - 1937 GOOD CGS AL6331 HISTORY - 1941 GOOD CGS AL6331 HISTORY - 1943 GOOD CGS AL6331 HISTORY - 1955 GOOD CGS AL6331 HISTORY - 1958 GOOD CGS AL6331 HISTORY - 1959 GOOD CGS AL6331 HISTORY - 1961 GOOD CGS AL6331 HISTORY - 1973 GOOD NGS AL6331 HISTORY - 1973 GOOD NGS AL6331 HISTORY - 1981 GOOD FL-057 AL6331 HISTORY - 1981 GOOD FL-057 AL6331 HISTORY - 20031021 MARK NOT FOUND USPSQD AL6331 AL6331 STATION DESCRIPTION AL6331 AL6331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA) AL6331'THIS STATION IS ABOUT 12 MILES NW OF TAMPA, 2-1/2 MILES N OF AL6331'TARPON JUNCTION, 1.3 MILES S OF THE CITRUS SCHOOL, AND 0.2 MILE AL6331'W OF THE TARPON SPRINGS BRANCH OF THE SEABOARD AIR LINE AL6331'RAILROAD. IT IS 47 FEET N OF THE CENTER LINE OF A SAND ROAD, AL6331'AND 25 FEET NE OF A 12-INCH OAK TREE WITH A TRIANGULAR BLAZE. AL6331'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND. AL6331' AL6331'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD AL6331'BRONZE DISKS SET IN CONCRETE. AL6331' AL6331'REFERENCE MARK NO. 1 IS SE OF THE STATION, ABOUT 135 FEET W AL6331'OF A SMALL HOUSE ON THE S SIDE OF THE ROAD, 20 FEET S OF THE AL6331'CENTER LINE OF THE ROAD, AND 0.5 FOOT S OF THE RIGHT-OF-WAY AL6331'FENCE. THE MARK PROJECTS 3 INCHES. AL6331' AL6331'REFERENCE MARK NO. 2 IS SW OF THE STATION, 20 FEET S OF THE AL6331'CENTER LINE OF THE ROAD, 0.5 FOOT S OF THE RIGHT-OF-WAY FENCE, AL6331'AND 20 FEET E OF FENCE CORNER. MARK PROJECTS 4 INCHES. AL6331' AL6331'THE AZIMUTH MARK IS ABOUT 0.25 MILE W OF THE STATION, 27 FEET AL6331'S OF THE CENTER LINE OF THE ROAD, AND 12 FEET E OF A LANE. THE AL6331'MARK PROJECTS 3 INCHES. AL6331' AL6331'TO REACH FROM TARPON SPRINGS GO E ON TARPON AVENUE (ROUTE 45) AL6331'FOR 11.55 MILES TO T-ROAD. TURN RIGHT AND PROCEED S ON MACADAM AL6331'ROAD ALONG W SIDE OF RAILROAD FOR 5.55 MILES TO T-ROAD JUST BEYOND AL6331'THE CITRUS SCHOOL. TURN RIGHT ON MACADAM ROAD AND GO S 0.9 MILE AL6331'TO WHERE MACADAM ROAD TURNS LEFT. TURN RIGHT ON SAND ROAD AND AL6331'GO W 0.2 MILE TO THE STATION. AL6331' AL6331'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS. AL6331 AL6331 STATION RECOVERY (1937) AL6331 AL6331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (RAE) AL6331'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS RECOVERED AL6331'AND FOUND TO BE IN GOOD SHAPE. THIS STATION IS LOCATED IN OPEN AL6331'PINE TIMBER LAND. 46.0 FEET N OF CENTER LINE OF SAND ROAD. 26.0 AL6331'FEET NE OF BLAZED 14-INCH OAK TREE. MARK IS FLUSH WITH THE AL6331'GROUND. AL6331' AL6331'REFERENCE MARK NO. 1 IS SE OF THE STATION. 24.5 FEET S OF CENTER AL6331'LINE OF SAND ROAD. 1.0 FOOT S OF E AND W FENCE LINE. MARK IS A AL6331'BRONZE TABLET SET IN CONCRETE AND PROJECTS ABOUT 4 INCHES ABOVE AL6331'THE GROUND. AL6331' AL6331'REFERENCE MARK NO. 2 IS SW OF THE STATION. 15.0 FEET S OF THE AL6331'CENTER LINE OF SAND ROAD. 1.0 FOOT S OF E AND W FENCE LINE. MARK AL6331'IS A BRONZE TABLET SET IN CONCRETE AND PROJECTS ABOUT 4 INCHES. AL6331' AL6331'AZIMUTH MARK IS 0.23 MILE W OF THE STATION ALONG THE SAND ROAD AL6331'FROM THE STATION. 25.0 FEET S OF THE CENTER LINE OF THE SAND AL6331'ROAD. 30.0 FEET SE OF INTERSECTION OF DIRT ROAD AND DIRT AL6331'T-ROAD. APPROXIMATELY 400 FEET NE OF SMALL LAKE. MARK IS A AL6331'BRONZE TABLET SET IN CONCRETE AND PROJECTS ABOUT 4 INCHES. AL6331' AL6331'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND U.S. AL6331'HIGHWAY 541 (10-1/2 MILES N OF TAMPA, OR AT THE INTERSECTION AL6331'OF FLORIDA AND NEBRASKA AVENUE) GO S ON U.S. HIGHWAY 541 FOR 2.90 AL6331'MILES TO FLETCHER AVENUE. FLETCHER AVENUE CAN BE REACHED FROM AL6331'TAMPA BY GOING N ON FLORIDA AVENUE (U.S.-541) FOR ABOUT 8.0 AL6331'MILES. THE HAMMER FOREST TOWER CAN BE SEEN 1/2 MILE W FROM THE AL6331'INTERSECTION OF FLORIDA AND FLETCHER AVENUES. TURN W ON AL6331'FLETCHER AVENUE AND FOLLOW--PASSING THE FOREST TOWER-PAVED ROAD AL6331'1.75 MILES TO A T-ROAD RIGHT (W). HERE TURN RIGHT AND FOLLOW AL6331'PAVEMENT 1.0 MILE TO ERLICH ROAD LEFT. TURN LEFT ON ERLICH AL6331'ROAD AND PROCEED 5-1/2 MILES TO PAVED T-ROAD LEFT JUST BEYOND AL6331'RAILROAD CROSSING. A FILLING STATION IS IN THE SW CORNER. HERE AL6331'TURN LEFT (S) AND GO 0.9 MILE TO WHERE PAVEMENT MAKES A TURN AL6331'TO THE LEFT AND WHERE SAND ROAD COMES IN AT THE TURN. TURN AL6331'RIGHT (W) ON THIS SAND ROAD AND PROCEED 0.2 MILE TO STATION SITE AL6331'ON THE RIGHT (N) SIDE OF THE ROAD. AL6331 AL6331 STATION RECOVERY (1941) AL6331 AL6331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (KGC) AL6331'LOCATED ABOUT 14.4 MILES NW OF LAFAYETTE STREET BRIDGE OVER AL6331'HILLSBORO RIVER, ABOUT 2 MILES N OF TARPON JUNCTION, ABOUT 1 AL6331'MILE S OF CITRUS SCHOOL, ABOUT 0.2 MILE W OF TARPON SPRINGS AL6331'BRANCH OF SEABOARD AIR LINE RAILROAD, 47.0 FEET N OF CENTER AL6331'LINE OF SAND ROAD AND ABOUT 125 YARDS NW OF A SMALL DWELLING. AL6331' AL6331'STATION MARK IS A STANDARD DISK STAMPED AS NAMED, SET IN THE AL6331'TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH AL6331'THE GROUND. AL6331' AL6331'THE UNDERGROUND MARK IS A STANDARD DISK SET IN THE UPPER AL6331'SURFACE OF SQUARE BLOCK OF CONCRETE ABOUT 3 FEET BELOW GROUND. AL6331' AL6331'REFERENE MARK NO. 1 IS A STANDARD DISK STAMPED, CITRUS 1 1934, AL6331'SET IN THE TOP OF A 16-INCH SQUARE MONUMENT WHICH EXTENDS 3 AL6331'INCHES ABOVE GROUND. IT IS 148.77 FEET S 65 DEG E AL6331'FROM THE STATION, 24.5 FEET S OF CENTER LINE OF THE AL6331'ROAD AND 1.0 FOOT S OF FENCE. AL6331' AL6331'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CITRUS 2 1934, AL6331'SET IN THE TOP OF A 16-INCH SQUARE MONUMENT WHICH EXTENDS 4 AL6331'INCHES ABOVE GROUND. IT IS 189.55 FEET S 65 DEG W AL6331'FROM THE STATION, 15.0 FEET S OF CENTER LINE OF THE AL6331'ROAD, 1.0 FOOT S OF FENCE LINE AND 20.0 FEET E OF FENCE CORNER. AL6331' AL6331'AZIMUTH MARK IS A STANDARD DISK REFERENCE MARK, STAMPED AS AL6331'NAMED, IN THE TOP OF CONICAL CONCRETE MONUMENT WHICH EXTENDS 3 AL6331'INCHES ABOVE GROUND. IT IS ABOUT 0.25 MILE W OF THE STATION AL6331'ALONG THE SAND ROAD, 27.0 FEET S OF CENTER LINE OF THE ROAD, AL6331'12.0 FEET E OF A LANE, JUST E OF A GATE AND 1 FOOT S OF FENCE AL6331'LINE. AL6331' AL6331'TO REACH FROM THE LAFAYETTE STREET BRIDGE OVER HILLSBOROUGH AL6331'RIVER IN TAMPA, GO W ABOUT 1.55 MILES TO ARMENIA AVENUE. TURN AL6331'N OR RIGHT THERE, GO ABOUT 3.65 MILES TO HILLSBORO AVENUE AL6331'(FLORIDA HIGHWAY 17) CONTINUE N OR STRAIGHT AHEAD ABOUT 2.2 AL6331'MILES, TURN W OR LEFT THERE, GO ABOUT 1.0 MILE, TURN N OR RIGHT AL6331'(BOSTICKS CORNER) THENCE GO ABOUT 0.2 MILE, TURN W OR LEFT AL6331'THENCE FOR ABOUT 0.3 MILE TO A CROSSING OF THE SEABOARD AIR AL6331'LINE RAILROAD, CONTINUE ALONG GUNN HIGHWAY NW ABOUT 4.7 MILES AL6331'TO A SEABOARD AIR LINE RAILROAD CROSSING, THENCE TURN OFF ON AL6331'A SAND ROAD LEADING W AND GO ABOUT 0.2 MILE TO THE STATION. AL6331' AL6331'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE AL6331'1934 DESCRIPTION BY G.L. ANDERSON-- AL6331' AL6331'1. HILLSBOROUGH INSTEAD OF HILLSBORO. AL6331' AL6331'2. ABOUT 14.4 MILES NW OF TAMPA, INSTEAD OF ABOUT 12.5 MILES. AL6331' AL6331'3. ABOUT 2 MILES N OF TARPON JUNCTION, INSTEAD OF ABOUT 2.5 MILES. AL6331' AL6331'4. TWELVE-INCH OAK TREE HAS BEEN DESTROYED. AL6331' AL6331'5. REFERENCE MARK NO. 1 IS 24.5 FEET S OF CENTER LINE OF ROAD, AL6331'INSTEAD OF 20 FEET. AL6331' AL6331'6. ONE FOOT S OF FENCE, INSTEAD OF 0.5 FOOT. AL6331' AL6331'7. REFERENCE MARK NO. 2 IS 15.0 FEET S OF CENTER LINE OF ROAD, AL6331'INSTEAD OF 20 FEET. AL6331' AL6331'8. ONE FOOT S OF FENCE, INSTEAD OF 0.5 FOOT. AL6331' AL6331'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE AL6331'1937 DESCRIPTION-- AL6331' AL6331'1. HILLSBOROUGH, INSTEAD OF HILLSBORO. AL6331' AL6331'2. 47.0 FEET N OF CENTER LINE OF ROAD INSTEAD OF 46.0 FEET. AL6331' AL6331'3. OAK TREE HAS BEEN DESTROYED. AL6331' AL6331'4. REFERENCE MARK NO. 1 IS 148.77 FEET SE OF STATION, INSTEAD AL6331'OF 148.80 FEET. AL6331' AL6331'5. REFERENCE MARK NO. 2 IS 189.55 FEET SW OF STATION, INSTEAD OF AL6331'189.58 FEET. AL6331' AL6331'6. AZIMUTH MARK, IS ABOUT 0.25 MILE W OF STATION, INSTEAD OF AL6331'0.23 MILE. AL6331' AL6331'7. 27.0 FEET S OF CENTER LINE OF ROAD, INSTEAD OF 25.0 FEET. AL6331 AL6331 STATION RECOVERY (1943) AL6331 AL6331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS) AL6331'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED, WITH THE AL6331'EXCEPTIONS NOTED BELOW. DISTANCES AND DIRECTIONS TO REFERENCE AL6331'MARKS WERE REMEASURED AND VERIFIED. AL6331' AL6331'1. THE STATION IS NOT 25 FEET NE OF A 12-INCH OAK, BUT 38 AL6331'FEET NE OF A 6-INCH OAK. AL6331' AL6331'2. WITH REFERENCE TO REFERENCE MARK 1, THE PHRASE ABOUT 135 AL6331'FEET W OF A SMALL HOUSE ON THE S SIDE OF ROAD, SHOULD BE AL6331'DELETED. INSERT IN ITS PLACE THE PHRASE 27 FEET E OF FENCE CORNER. AL6331 AL6331 STATION RECOVERY (1955) AL6331 AL6331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (IRR) AL6331'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN AL6331'GOOD CONDITION. ROAD CONSTRUCTION NECESSITATED NEW REFERENCE AL6331'MARKS AND AZIMUTH MARK BE ESTABLISHED. THE 1941 DESCRIPTION AL6331'IS OBSOLETE. NEW DESCRIPTION FOLLOWS-- AL6331' AL6331'TO REACH FROM THE HILLSBOROUGH RIVER BRIDGE ON HILLSBOROUGH AL6331'AVENUE, GO W FOR 2.45 MI. TO NORTH DALE MABRY HIGHWAY, THENCE AL6331'N FOR 2.15 MI. TO GUNN HIGHWAY, CONTINUE ON GUNN HIGHWAY FOR 0.7 AL6331'MI. TO THE SEABOARD AIR LINE RAILROAD CROSSING, CONTINUE ON GUNN AL6331'HIGHWAY FOR 4.65 MI. TO A BRANCH OF THE SEABOARD AIR LINE AL6331'RAILROAD AND THE INTERSECTION OF SHELDON ROAD, CONTINUE W ON AL6331'SHELDON ROAD FOR 0.25 MI. TO THE STATION SITE. AL6331' AL6331'STATION IS 54 FT. N OF THE CENTERLINE OF THE ROAD, 39 FT. S-SW OF AL6331'THE SW CORNER OF THE PORCH OF A HOUSE, AND 32.5 FT. W-NW OF POWER AL6331'POLE SERVICING THE HOUSE. A STANDARD DISK, STAMPED CITRUS 1934 AND AL6331'SET IN A 12-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND. AL6331' AL6331'REFERENCE MARK 1 IS DESTROYED. AL6331' AL6331'REFERENCE MARK 2 IS DESTROYED. AL6331' AL6331'REFERENCE MARK 3 IS 40.5 FT. N OF THE CENTERLINE OF THE ROAD, AL6331'46 FT. E OF THE POWER POLE SERVICING THE HOUSE, 1.5 FT. NW OF AL6331'A FENCE POST, AND 1.0 FT. N OF A FENCE. A STANDARD DISK, AL6331'STAMPED CITRUS 1934 NO 3 AND SET IN AN 8-IN. SQUARE CONCRETE AL6331'MONUMENT FLUSH WITH THE GROUND. AL6331' AL6331'REFERENCE MARK 4 IS 33.7 FT. S OF THE CENTERLINE OF THE ROAD, AL6331'13.2 FT W OF A POWER POLE, 6 FT. N OF A FENCE, AND 2.5 FT. S OF AL6331'A GUY CABLE. A STANDARD DISK STAMPED CITRUS 1934 NO 4 AND SET IN AL6331'AN 8-IN. SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND. AL6331' AL6331'THE 1934 AZIMUTH MARK WAS DESTROYED. AL6331' AL6331'AZIMUTH MARK RESET 1955 IS APPROXIMATELY 0.3 MI. OF THE STATION, AL6331'52 FT. W-NW OF THE W ONE OF TWO MASONRY PILLARS, 34 FT. S OF THE AL6331'CENTERLINE OF THE ROAD, 14 FT. W OF A GUY CABLE, AND 10 FT. E AL6331'OF A POWER POLE. A STANDARD REFERENCE-MARK DISK, STAMPED CITRUS AL6331'1934 RESET 1955 AZ MK AND SET IN AN 8-IN. SQUARE CONCRETE AL6331'MONUMENT FLUSH WITH THE GROUND. AL6331 AL6331 STATION RECOVERY (1958) AL6331 AL6331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW) AL6331'THIS STATION WAS RECOVERED IN AUGUST 1958 AND ALL MARKS WERE AL6331'FOUND IN GOOD CONDITION. AL6331' AL6331'THE STATION IS LOCATED ABOUT 1.0 MI. S-SW OF CITRUS PARK, 0.2 AL6331'MI. W OF THE JUNCTION OF GUNN HIGHWAY AND SHELDON RAOD, 52 FT. AL6331'N OF THE CENTERLINE OF SHELDON ROAD, 32.5 FT. SW OF THE SW CORNER AL6331'OF A HOUSE, 32 FT. NW OF A POWER POLE, 13 FT. NW OF THE E END OF AL6331'A STEEL GATE, 12.5 FT. N OF A FENCE, A TRIANGULATION STATION AL6331'DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH AL6331'THE GROUND, STAMPED CITRUS 1934. AL6331' AL6331'REFERENCE MARK 3 IS 77.18 FT. OR 23.52 M. E OF THE STATION, AL6331'42 FT. N OF THE CENTERLINE OF SHELDON ROAD, 63 FT. S OF THE SE AL6331'CORNER OF A HOUSE, 45.5 FT. E OF A POWER POLE, 1 FT. N OF A AL6331'FENCE, A REFERENCE MARK DISK SET IN THE TOP OF A SQUARE CONCRETE AL6331'POST WHICH PROJECTS 0.1 FT. ABOVE THE GROUND, STAMPED CITRUS NO AL6331'3 1934. AL6331' AL6331'REFERENCE MARK 4 IS 89.86 FT. OR 27.39 M. S OF THE STATION, AL6331'33.5 FT. S OF THE CENTERLINE OF SHELDON ROAD, 6 FT. N OF A FENCE, AL6331'13 FT. W OF A POWER POLE, 2 FT. SE OF THE W END OF GUY CABLE, A AL6331'REFERENCE MARK DISK SET IN THE TOP OF A SQUARE CONCRETE POST AL6331'WHICH IS FLUSH WITH THE GROUND, STAMPED CITRUS NO 4 1934. AL6331' AL6331'THE AZIMUTH MARK IS 0.3 MI. W OF THE STATION, 34 FT. S OF THE AL6331'CENTERLINE OF SHELDON ROAD, 52 FT. W OF A CONCRETE BLOCK PILLAR AL6331'WHICH IS AT THE W END OF A STEEL GATE, 1 FT. E OF A POWER POLE AL6331'AND 6 FT. N OF A FENCE, A REFERENCE MARK DISK SET IN THE TOP OF AL6331'A SQUARE CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE THE GROUND, AL6331'STAMPED CITRUS 1934 1955 AZ MK. AL6331' AL6331'TO REACH THE STATION FROM THE SCHOOL AT CIRTUS PARK, GO 0.9 MI. AL6331'S ALONG GUNN HIGHWAY TO JUNCTION WITH SHELDON ROAD, TURN RIGHT AL6331'AND GO 0.2 MI. W TO A HOUSE AND THE STATION ON THE RIGHT, AL6331'CONTINUE W 0.3 MI. ALONG SHELDON ROAD TO THE AZIMUTH MARK ON THE AL6331'LEFT. AL6331 AL6331 STATION RECOVERY (1959) AL6331 AL6331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW) AL6331'ALL MARKS RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS AL6331'ADEQUATE WITH THE FOLLOWNG ADDITIONS-- AL6331' AL6331'THE STATION IS 331 FT. E OF THE E OF TWIN CABBAGE PALMS THAT AL6331'ARE SEPARATED FROM ALL OTHER TREES AND ARE ABOUT 70 FT. S OF AL6331'THE CENTERLINE OF THE HIGHWAY. AL6331' AL6331'AZIMUTH MARK IS ABOUT 300 FT. W OF THE W EDGE OF A CULTIVATED AL6331'FIELD ON THE N SIDE OF THE HIGHWAY. AL6331 AL6331 STATION RECOVERY (1961) AL6331 AL6331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VRS) AL6331'THIS STATION WAS RECOVERED IN MARCH 1961 AND ALL MARKS WERE AL6331'FOUND IN GOOD CONDITION. THE AUGUST 1958 DESCRIPTION IS AL6331'ADEQUATE. STEEL WITNESS POSTS WERE SET BY THE REFERENCE MARKS AL6331'AND AZIMUTH MARK. AL6331 AL6331 STATION RECOVERY (1973) AL6331 AL6331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JDS) AL6331'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN AL6331'GOOD CONDITION. THE AZIMUTH MARK HAS BEEN DESTROYED. DUE TO THE AL6331'REQUEST OF THE PROPERTY OWNER, NO TOWER COULD BE BUILT OVER THE AL6331'STATION MARK. REFERENCE MARK 5 WAS ESTABLISHED AT THIS TIME AL6331'AND THE OBSERVATIONS WERE MADE FROM THIS POINT. THE DISTANCE TO AL6331'REFERENCE MARKS 3 AND 4 CHECKED THE 1958 DESCRIPTION DATA. NO AL6331'1958 DATA WAS AVAILABLE TO CHECK THE DIRECTIONS TO THE AL6331'REFERENCE MARKS. FOLLOWING IS A COMPLETE AND NEW DESCRIPTION. AL6331' AL6331'THE STATION IS LOCATED ABOUT 3/4 MILE SOUTH-SOUTHWEST OF CITRUS AL6331'PARK, 0.2 MILE WEST OF THE INTERSECTION OF STATE HIGHWAYS S-589 AL6331'AND S-587 AND ON PROPERTY OF MR. BILL HANEY WHO LIVES AT THE AL6331'STATION SITE. HIS PHONE NUMBER IS (813) 920-2303. AL6331' AL6331'TO REACH THE STATION FROM THE CITRUS PARK ELEMENTARY SCHOOL IN AL6331'CITRUS PARK, GO EAST AND SOUTH ON STATE HIGHWAY S-587 (GUNN AL6331'HIGHWAY) FOR 0.65 MILE TO A T-ROAD. TURN RIGHT AND GO WEST ON AL6331'STATE HIGHWAY S-589 (SHELDON ROAD) FOR 0.2 MILE TO THE STATION AL6331'ON THE RIGHT. AL6331' AL6331'THE STATION MARK, A STANDARD DISK STAMPED CITRUS 1934, IS SET AL6331'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH AL6331'WITH THE GROUND SURFACE. THERE IS ALSO A UNDERGROUND DISK TO AL6331'THIS STATION. IT IS 53.5 FEET NORTH OF THE CENTER OF STATE AL6331'HIGHWAY S-589, 32.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER AL6331'OF A HOUSE, 14 FEET NORTH-NORTHWEST OF THE EAST GATE POST OF A AL6331'METAL GATE. AL6331' AL6331'REFERENCE MARK 3, A STANDARD DISK STAMPED CITRUS 1934 NO 3, IS AL6331'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH AL6331'PROJECTS 1 INCH ABOVE THE GROUND SURFACE. IT IS 72 FEET EAST OF AL6331'THE EAST GATE POST, 40.8 FEET NORTH OF THE CENTER OF STATE AL6331'HIGHWAY S-589 AND 0.5 OF A FOOT NORTH OF A METAL WITNESS AL6331'POST. AL6331' AL6331'REFERENCE MARK 4, A STANDARD DISK STAMPED CITRUS 1934 NO 4, IS AL6331'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH AL6331'PROJECTS 1 INCH ABOVE THE GROUND SURFACE. IT IS 33 FEET SOUTH OF AL6331'THE CENTER OF STATE HIGHWAY S-589, 17 FEET WEST OF A POWER LINE AL6331'POLE WITH TRANSFORMER, 6 FEET NORTH OF A WIRE FENCE AND 1 FOOT AL6331'NORTH OF A METAL WITNESS POST. AL6331' AL6331'REFERENCE MARKS 5 ARE STANDARD DISKS STAMPED CITRUS 1934 NO AL6331'5 1973. THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH AL6331'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE. IT AL6331'IS 68 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF B AND J AL6331'GARAGE, 49 FEET NORTH OF THE CENTER OF STATE HIGHWAY S-589, AL6331'20 FEET NORTHWEST OF A TELEPHONE POLE AND 10 FEET NORTH OF A AL6331'WIRE FENCE. THE UNDERGROUND DISK IS SET IN THE TOP OF AN AL6331'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE. AL6331' AL6331'HEIGHT OF LIGHT ABOVE STATION MARK 86.2 FEET. AL6331' AL6331'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AL6331'3/4 MILE SOUTH-SOUTHWEST OF CITRUS PARK. AL6331 AL6331 STATION RECOVERY (1973) AL6331 AL6331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AL6331'0.8 MI SSW FROM CITRUS PARK. AL6331'TO REACH THE MARK FROM THE CITRUS PARK ELEMENTARY SCHOOL IN AL6331'CITRUS PARK, GO EAST AND SOUTH ON STATE HIGHWAY S-587 (GUNN AL6331'HIGHWAY) FOR 0.65 MILE TO A T-ROAD. TURN RIGHT, GO WEST ON AL6331'STATE HIGHWAY S-589 (SHELDON ROAD) FOR 0.2 MILE TO MR. BILL AL6331'HANEYS HOME ON THE RIGHT AND THE MARK. IT IS 53.5 FEET NORTH AL6331'OF THE CENTER OF STATE HIGHWAY S-589, 32.5 FEET WEST-SOUTHWEST AL6331'OF THE SOUTHWEST CORNER OF THE HOUSE, 14 FEET NORTH-NORTHWEST AL6331'OF THE EAST GATE POST OF A METAL GATE, SET IN THE TOP OF A AL6331'12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND AL6331'SURFACE. AL6331 AL6331 STATION RECOVERY (1981) AL6331 AL6331'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1981 (RSW) AL6331'REFERENCE MARKS 3, AND 4 WERE RECOVERED, ALSO REFERENCE MARK 5. ANGLES AL6331'TO 4 AND 3 DID NOT CLOSE AND DISTANCE WAS 5 MILLIMETERS LONG TO 4 . AL6331'DID NOT MEASURE TO NUMBER 3 BECAUSE OF TREES. AL6331' AL6331'THE STATION IS LOCATED ABOUT 1.0 MILES SOUTH OF CITRUS PARK AND AL6331'10.4 MILES NORTHWEST OF TAMPA. AL6331' AL6331'TO REACH THE STATION FROM THE SCHOOL AT CITRUS PARK GO 0.95 MILES AL6331'SOUTH ALONG GUNN HWY TO A JUNCTION WITH SHELDON ROAD, TURN RIGHT A AL6331'GO 0.25 MILES WEST TO A HOUSE AND THE STATION ON THE RIGHT. AL6331' AL6331'THE STATION IS A STANDARD USCGS DISK STAMPED---CITRUS 1934--- AL6331'THE SURFACE DISK IS SET INTO THE TOP OF A 12 INCH ROUND CONCRETE AL6331'MONUMENT FLUSH WITH THE GROUND. IT IS LOCATED 54.0 FEET NORTH OF AL6331'CENTERLINE OF SHELDON ROAD, 70.4 FEET SOUTHEAST OF SOUTHWEST CORNER AL6331'OF A GARAGE, 32.6 FEET SOUTHWEST OF SOUTHWEST CORNER OF RESIDENCE, AL6331'AND 8.5 FEET EAST OF CENTERLINE OF SHELL DRIVE. THE UNDERGROUND AL6331'MARK IS A STANDARD USCGS DISK STAMPED---CITRUS 1934---SET INTO AN AL6331'IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. AL6331' AL6331'REFERENCE MARK NO 3 IS A STANDARD USCGS DISK STAMPED---CITRUS 1934 AL6331'NO 3 1955---THE SURFACE DISK IS SET INTO THE TOP OF A 6 INCH SQUARE AL6331'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE THE GROUND. IT IS AL6331'LOCATED 41.0 FEET NORTH OF CENTERLINE OF SHELDON ROAD, 0.5 FEET AL6331'NORTH OF METAL WITNESS POST, 64.0 FEET SOUTHWEST OF SOUTHEAST CORNER AL6331'OF RESIDENCE, AND 14.6 FEET WEST OF EIGHT INCH OAK NORTH OF FENCE AL6331'LINE (CENTER). AL6331' AL6331'REFERENCE MARK NO 4 IS A STANDARD USCGS DISK STAMPED---CITRUS 1934 AL6331'NO 4 1955---THE SURFACE DISK IS SET INTO THE TOP OF A 6 INCH SQUARE AL6331'CONCRETE MONUMENT, PROJECTING 2 INCHES ABOVE THE GROUND. IT IS AL6331'LOCATED 33.5 FEET SOUTH OF THE CENTERLINE OF SHELDON ROAD, 5.5 FEET AL6331'NORTH OF A METAL WITNESS POST, 16.9 FEET WEST OF CENTER OF POWER AL6331'POLE NUMBER 21502 45701, AND 12.4 FEET SOUTHWEST OF THE CENTER OF AL6331'CONCRETE GAS LINE POST. AL6331' AL6331'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED---CITRUS 1934 AL6331'NO 5 1973---THE SURFACE DISK IS SET INTO THE TOP OF A 12 INCH AL6331'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS LOCATED 48.7 FEET AL6331'NORTH OF THE CENTERLINE OF SHELDON ROAD, 68.5 FEET SOUTHEAST OF AL6331'SOUTHEAST CORNER OF ANTIQUE SHOP, 58.6 FEET SOUTHWEST OF SOUTHWEST AL6331'CORNER OF GARAGE, AND 9.6 FEET NORTH OF A METAL WITNESS POST. AL6331' AL6331'NO AZIMUTH MK ESTABLISHED OR RECOVERED AL6331 AL6331 STATION RECOVERY (1981) AL6331 AL6331'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1981 (SW) AL6331'CITRUS 1934 RECOVERED GOOD CONDITION. AL6331' AL6331'DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILE SSW OF CITRUS AL6331'PARK. AL6331 AL6331 STATION RECOVERY (2003) AL6331 AL6331'RECOVERY NOTE BY US POWER SQUADRON 2003 (RAH) AL6331'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AL0633 *********************************************************************** AL0633 DESIGNATION - CITRUS B AL0633 PID - AL0633 AL0633 STATE/COUNTY- FL/HILLSBOROUGH AL0633 USGS QUAD - CITRUS PARK (1987) AL0633 AL0633 *CURRENT SURVEY CONTROL AL0633 ___________________________________________________________________ AL0633* NAD 83(1990)- 28 03 38.71005(N) 082 32 58.74369(W) ADJUSTED AL0633* NAVD 88 - 11.49 (+/-2cm) 37.7 (feet) VERTCON AL0633 ___________________________________________________________________ AL0633 LAPLACE CORR- -1.12 (seconds) DEFLEC99 AL0633 GEOID HEIGHT- -25.02 (meters) GEOID99 AL0633 AL0633 HORZ ORDER - SECOND AL0633 VERT ORDER - THIRD ? (See Below) AL0633 AL0633.The horizontal coordinates were established by classical geodetic methods AL0633.and adjusted by the National Geodetic Survey in May 1991. AL0633 AL0633.The NAVD 88 height was computed by applying the VERTCON shift value to AL0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL0633.The vertical order pertains to the NGVD 29 superseded value. AL0633 AL0633.The Laplace correction was computed from DEFLEC99 derived deflections. AL0633 AL0633.The geoid height was determined by GEOID99. AL0633 AL0633; North East Units Scale Converg. AL0633;SPC FL W - 413,063.128 145,968.364 MT 0.99997720 -0 15 30.8 AL0633;UTM 17 - 3,104,901.238 347,709.515 MT 0.99988625 -0 43 44.8 AL0633 AL0633|---------------------------------------------------------------------| AL0633| PID Reference Object Distance Geod. Az | AL0633| dddmmss.s | AL0633| AL0634 CITRUS B AZ MK 330.327 METERS 35734 | AL0633|---------------------------------------------------------------------| AL0633 AL0633 SUPERSEDED SURVEY CONTROL AL0633 AL0633 NAD 83(1986)- 28 03 38.71627(N) 082 32 58.75391(W) AD( ) 2 AL0633 NAD 27 - 28 03 37.65434(N) 082 32 59.40740(W) AD( ) 2 AL0633 NGVD 29 (07/19/86) 11.74 (m) 38.5 (f) LEVELING 3 AL0633 AL0633.Superseded values are not recommended for survey control. AL0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0633.See file dsdata.txt to determine how the superseded data were derived. AL0633 AL0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4771004901(NAD 83) AL0633_MARKER: DE = TRAVERSE STATION DISK AL0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0633_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AL0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0633+STABILITY: SURFACE MOTION AL0633 AL0633 HISTORY - Date Condition Report By AL0633 HISTORY - 1981 MONUMENTED FL-057 AL0633 HISTORY - 20031021 MARK NOT FOUND USPSQD AL0633 AL0633 STATION DESCRIPTION AL0633 AL0633'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1981 (RSW) AL0633'THE STATION IS LOCATED ABOUT 9.4 MILES NORTHWEST OF THE INTERSECTION AL0633'OF INTERSTATES 4 AND 275 AND ABOUT 2.0 MILES SOUTHEAST OF CITRUS PARK. AL0633'ON COUNTY RIGHT OF WAY. AL0633'TO REACH THE STATION FROM THE ELEMENTARY SCHOOL IN CITRUS PARK GO AL0633'SOUTHEASTERLY ON GUNN HWY (STATE ROAD 587) FOR 2.25 MILES TO THE AL0633'INTERSECTION OF GUNN HWY AND HENDERSON ROAD (AND AZIMUTH STATION IN AL0633'NORTHWEST CORNER OF INTERSECTION) TURN RIGHT AND GO SOUTH ON AL0633'HENDERSON ROAD FOR 0.2 MILES TO STATION ON LEFT. AL0633' AL0633'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---CITRUS B 1981--- AL0633'THE SURFACE DISK IS SET INTO THE TOP OF A 12 INCH ROUND CONCRETE AL0633'MONUMENT FLUSH WITH THE GROUND. LOCATED 27.0 FEET SOUTH FROM A POWER AL0633'POLE, 23.6 FEET EAST FROM THE CENTER OF HENDERSON ROAD, AND 2.8 FEET AL0633'WEST FROM A METAL WITNESS POST AND FENCE LINE. THERE IS NO UNDERGROUND AL0633'MARK. AL0633' AL0633'AZIMUTH MARK IS A STANDARD H.C.E.D. DISK STAMPED---CITRUS B AL0633'AZ MK 1981---THE SURFACE DISK IS SETT INTO THE TOP OF A 12 INCH ROUND AL0633'CONCRETE MONUMENT FLUSH WITH THE GROUND. LOCATED 28.0 FEET AL0633'SOUTHEAST OF A METAL WITNESS POST, 33.9 FEET WEST FROM THE CENTER AL0633'OF HENDERSON ROAD, AND 17.3 FEET NORTH FROM THE CENTER OF GUNN HWY. AL0633 AL0633 STATION RECOVERY (2003) AL0633 AL0633'RECOVERY NOTE BY US POWER SQUADRON 2003 (RAH) AL0633'LOCATED POLE NUMBER T22268 45505. METAL WITNESS POST NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AL0619 *********************************************************************** AL0619 DESIGNATION - CITRUS RM 5 AL0619 PID - AL0619 AL0619 STATE/COUNTY- FL/HILLSBOROUGH AL0619 USGS QUAD - CITRUS PARK (1987) AL0619 AL0619 *CURRENT SURVEY CONTROL AL0619 ___________________________________________________________________ AL0619* NAD 83(1990)- 28 03 58.77798(N) 082 34 25.72463(W) ADJUSTED AL0619* NAVD 88 - 14.29 (+/-2cm) 46.9 (feet) VERTCON AL0619 ___________________________________________________________________ AL0619 LAPLACE CORR- -1.11 (seconds) DEFLEC99 AL0619 GEOID HEIGHT- -25.00 (meters) GEOID99 AL0619 AL0619 HORZ ORDER - FIRST AL0619 VERT ORDER - THIRD ? (See Below) AL0619 AL0619.The horizontal coordinates were established by classical geodetic methods AL0619.and adjusted by the National Geodetic Survey in May 1991. AL0619 AL0619.The NAVD 88 height was computed by applying the VERTCON shift value to AL0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL0619.The vertical order pertains to the NGVD 29 superseded value. AL0619 AL0619.The Laplace correction was computed from DEFLEC99 derived deflections. AL0619 AL0619.The geoid height was determined by GEOID99. AL0619 AL0619; North East Units Scale Converg. AL0619;SPC FL W - 413,691.824 143,596.127 MT 0.99998043 -0 16 11.9 AL0619;UTM 17 - 3,105,549.339 345,342.730 MT 0.99989522 -0 44 26.2 AL0619 AL0619: Primary Azimuth Mark Grid Az AL0619:SPC FL W - CITRUS 1934 RM 6 266 36 34.1 AL0619:UTM 17 - CITRUS 1934 RM 6 267 04 48.4 AL0619 AL0619|---------------------------------------------------------------------| AL0619| PID Reference Object Distance Geod. Az | AL0619| dddmmss.s | AL0619| AL6331 CITRUS 22.474 METERS 08548 | AL0619| CW6798 CITRUS RM 4 13053 | AL0619| AL0640 CITRUS 1934 RM 6 414.182 METERS 2662022.2 | AL0619|---------------------------------------------------------------------| AL0619 AL0619 SUPERSEDED SURVEY CONTROL AL0619 AL0619 NAD 83(1986)- 28 03 58.78435(N) 082 34 25.73478(W) AD( ) 1 AL0619 NAD 27 - 28 03 57.72362(N) 082 34 26.38592(W) AD( ) 1 AL0619 NGVD 29 (07/19/86) 14.54 (m) 47.7 (f) LEVELING 3 AL0619 AL0619.Superseded values are not recommended for survey control. AL0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0619.See file dsdata.txt to determine how the superseded data were derived. AL0619 AL0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4534305549(NAD 83) AL0619_MARKER: DR = REFERENCE MARK DISK AL0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0619 AL0619 HISTORY - Date Condition Report By AL0619 HISTORY - 1973 MONUMENTED NGS AL0619 HISTORY - 1981 GOOD FL-057 AL0619 HISTORY - 20031021 MARK NOT FOUND USPSQD AL0619 AL0619 STATION DESCRIPTION AL0619 AL0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS) AL0619'THE STATION IS LOCATED ABOUT 3/4 MILE SOUTH-SOUTHWEST OF CITRUS AL0619'PARK, 0.2 MILE WEST OF THE INTERSECTION OF STATE HIGHWAYS S-589 AL0619'AND S-587 AND ON PROPERTY OF MR. BILL HANEY WHO LIVES AT THE AL0619'STATION SITE. HIS PHONE NUMBER IS (813) 920-2303. AL0619' AL0619'TO REACH THE STATION FROM THE CITRUS PARK ELEMENTARY SCHOOL IN AL0619'CITRUS PARK, GO EAST AND SOUTH ON STATE HIGHWAY S-587 (GUNN HIGHWAY) AL0619'FOR 0.65 MILE TO A T-ROAD. TURN RIGHT, GO WEST ON STATE HIGHWAY AL0619'S-589 (SHELDON ROAD) FOR 0.2 MILE TO THE MARK ON THE RIGHT. AL0619' AL0619'STATION MARKS ARE STANDARD REFERENCE DISKS STAMPED CITRUS 1934 AL0619'NO 5 1973. THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH AL0619'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE. IT AL0619'IS 68 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF B AND J AL0619'GARAGE, 49 FEET NORTH OF THE CENTER OF STATE HIGHWAY S-589, 20 AL0619'FEET NORTHWEST OF A TELEPHONE POLE AND 10 FEET NORTH OF A WIRE AL0619'FENCE. THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR AL0619'MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE. AL0619' AL0619'REFERENCE MARK 4, A STANDARD DISK STAMPED CITRUS 1934 NO 4, IS AL0619'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH AL0619'PROJECTS 1 INCH ABOVE THE GROUND SURFACE. IT IS 33 FEET SOUTH OF AL0619'STATE HIGHWAY S-589, 17 FEET WEST OF POWER LINE POLE WITH AL0619'TRANSFORMER, 6 FEET NORTH OF A WIRE FENCE AND 1 FOOT NORTH OF A AL0619'METAL WITNESS POST. AL0619' AL0619'CITRUS 1934, A STANDARD STATION MARK DISK STAMPED CITRUS 1934, AL0619'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AL0619'FLUSH WITH THE GROUND SURFACE. THERE IS AN UNDERGROUND MARK AL0619'FOR THIS MARK TOO. IT IS 53.5 FEET NORTH OF THE CENTER OF STATE AL0619'HIGHWAY S-589, 32.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER AL0619'OF A HOUSE, 14 FEET NORTH-NORTHWEST OF THE EAST GATE POST OF A AL0619'METAL GATE. AL0619' AL0619'REFERENCE MARK 6, A STANDARD DISK STAMPED CITRUS 1934 NO 6 1973, AL0619'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AL0619'FLUSH WITH THE GROUND SURFACE. IT IS 54 FEET WEST OF THE CENTER AL0619'OF A DRIVEWAY, 33 FEET SOUTH OF THE CENTER OF STATE HIGHWAY AL0619'S-589, 6.4 FEET EAST OF POWER LINE POLE NUMBER 92 AND 1.6 FEET AL0619'WEST-NORTHWEST OF A METAL WITNESS POST. AL0619' AL0619'TO REACH REFERENCE MARK 6 FROM THE STATION, GO WEST ON STATE AL0619'HIGHWAY S-589 FOR 0.2 MILE TO THE MARK ON THE LEFT. AL0619' AL0619'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS. AL0619 AL0619 STATION RECOVERY (1981) AL0619 AL0619'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1981 (RSW) AL0619'STATION MARK, AZIMUTH MARK, REFERENCE MARK 4 AND STATION CITRUS 1934, AL0619'WERE RECOVERD AND FOUND IN GOOD CONDITION. AL0619' AL0619'THE STATION IS LOCATED ABOUT 10.8 MILES NORTHWEST OF THE INTERSECTION AL0619'OF INTERSTATES 275 AND 4 AND ABOUT 1.0 MILES SOUTH OF CITRUS PARK. ON AL0619'LAND OWNED BYJOY RIGGS, 13200 SHELDON ROAD, TAMPA, FLORIDA 33624. AL0619'TELEPHONE NUMBER 813-920-2303. AL0619' AL0619'TO REACH THE STATION FROM THE ELEMENTARY SCHOOL IN CITRUS PARK GO AL0619'EAST AND SOUTH ON GUNN HWY (STATE ROAD 587) FOR 0.9 MILES TO THE AL0619'INTERSECTION OF GUNN HWY AND SHELDON ROAD (STATE ROAD 589) TURN AL0619'RIGHT AND GO WEST ON SHELDON ROAD FOR 0.25 MILES TO STATION ON RIGHT. AL0619' AL0619'THE STATION IS A STANDARD NGS DISK STAMPED---CITRUS 1934 RM 5 1973--- AL0619'THE SURFACE MARK IS SET INTO THE TOP OF A 12 INCH ROUND CONCRETE AL0619'MONUMENT FLUSH WITH THE GROUND. IT IS LOCATED 68.5 FEET SOUTHEAST AL0619'OF THE SOUTHEAST CORNER OF AN ANTIQUE SHOP, 58.6 FEET SOUTHWEST AL0619'OF THE SOUTHWEST CORNER OF A GARAGE, 48.7 FEET NORTH OF CENTERLINE AL0619'OF SHELDON ROAD, AND 9.6 FEET NORTH OF A METAL WITNESS POST. THE AL0619'UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---CITRUS 1934 RM 5 AL0619'1973---IT IS SET IN AN IRREGULAR MASS OF CONCRETE 4.0 FEET BELOW AL0619'THE SURFACE. AL0619' AL0619'REFERENCE MARK NO 4 IS A STANDARD USC+GS DISK STAMPED---CITRUS 1934 AL0619'NO 4 1955---THE SURFACE DISK IS SET INTO THE TOP OF A 6 INCH SQUARE AL0619'CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND. IT IS 33.5 FEET AL0619'SOUTH OF CENTERLINE OF SHELDON ROAD, 16.9 FEET WEST OF CENTER OF AL0619'POWERLINE POLE NUMBER 21502 45701, 12.4 FEET SOUTHWEST OF CENTER OF AL0619'A CONCRETE GAS LINE POST, AND 5.5 FEET NORTH OF A METAL WITNESS POST. AL0619' AL0619'AZIMUTH MARK IS A STANDARD NGS DISK STAMPED---CITRUS 1934 NO 6 AL0619'1973---THE SURFACE DISK IS SET INTO THE TOP OF A 12 INCH ROUND AL0619'CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS LOCATED 33.7 FEET AL0619'SOUTH OF THE CENTERLINE OF SHELDON ROAD, 11.2 FEET SOUTHEAST OF AL0619'CENTER OF A CONCRETE GAS LINE POST, 6.8 FEET EAST OF CENTER OF A AL0619'POWERLINE POLE, AND 1.5 FEET NORTHWEST OF A METAL WITNESS POST. TO AL0619'REACH THE AZIMUTH MARK FROM THE STATION PROCEED WESTERLY ON SHELDON AL0619'ROAD FOR 0.25 MILES TO AZIMUTH. STATION IS ON LEFT. AL0619' AL0619'HEIGHT OF LIGHT ABOVE MARK 26.440 METERS. AL0619 AL0619 STATION RECOVERY (2003) AL0619 AL0619'RECOVERY NOTE BY US POWER SQUADRON 2003 (RAH) AL0619'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AL6319 *********************************************************************** AL6319 DESIGNATION - COSME 3 A WELL AL6319 PID - AL6319 AL6319 STATE/COUNTY- FL/HILLSBOROUGH AL6319 USGS QUAD - CITRUS PARK (1987) AL6319 AL6319 *CURRENT SURVEY CONTROL AL6319 ___________________________________________________________________ AL6319* NAD 83(1986)- 28 06 09. (N) 082 35 28. (W) SCALED AL6319* NAVD 88 - 13.837 (meters) 45.40 (feet) ADJUSTED AL6319 ___________________________________________________________________ AL6319 GEOID HEIGHT- -25.07 (meters) GEOID99 AL6319 DYNAMIC HT - 13.817 (meters) 45.33 (feet) COMP AL6319 MODELED GRAV- 979,195.6 (mgal) NAVD 88 AL6319 AL6319 VERT ORDER - FIRST CLASS II AL6319 AL6319.The horizontal coordinates were scaled from a topographic map and have AL6319.an estimated accuracy of +/- 6 seconds. AL6319 AL6319.The orthometric height was determined by differential leveling AL6319.and adjusted by the National Geodetic Survey in June 1991. AL6319 AL6319.The geoid height was determined by GEOID99. AL6319 AL6319.The dynamic height is computed by dividing the NAVD 88 AL6319.geopotential number by the normal gravity value computed on the AL6319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6319.degrees latitude (g = 980.6199 gals.). AL6319 AL6319.The modeled gravity was interpolated from observed gravity values. AL6319 AL6319; North East Units Estimated Accuracy AL6319;SPC FL W - 417,710. 141,920. MT (+/- 180 meters Scaled) AL6319 AL6319 SUPERSEDED SURVEY CONTROL AL6319 AL6319 NGVD 29 (??/??/92) 14.088 (m) 46.22 (f) ADJ UNCH 1 2 AL6319 AL6319.Superseded values are not recommended for survey control. AL6319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6319.See file dsdata.txt to determine how the superseded data were derived. AL6319 AL6319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM436095(NAD 83) AL6319_MARKER: Z = SEE DESCRIPTION AL6319_SETTING: 30 = WELL CASING AL6319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL6319 AL6319 HISTORY - Date Condition Report By AL6319 HISTORY - UNK MONUMENTED CGS AL6319 HISTORY - 1966 GOOD NGS AL6319 HISTORY - 20031021 MARK NOT FOUND USPSQD AL6319 AL6319 STATION DESCRIPTION AL6319 AL6319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AL6319'2.8 MI NW FROM CITRUS PARK. AL6319'ABOUT 2.1 MILES NORTH ALONG GUNN HIGHWAY FROM THE CITRUS PARK AL6319'ELEMENTARY SCHOOL AT CITRUS PARK, THENCE ABOUT 0.75 MILE AL6319'SOUTHWEST ALONG RACE TRACK ROAD, ABOUT 40 YARDS SOUTHEAST OF AL6319'THE JUNCTION OF SCOUT ROAD LEADING NORTHWEST, 24 YARDS EAST AL6319'OF THE CENTER LINE OF BAY RACE TRACK ROAD, POINT OBSERVED UPON AL6319'IS A 3-INCH METAL WASHER WELDED ON THE INNER SOUTHEAST SIDE OF AL6319'12-INCH CASING, ABOUT 18 INCHES BELOW THE TOP OF CASING, ACCESS AL6319'WHICH IS HAD THRU METAL COVER WITH LOCK, CASING IS SURROUNDED AL6319'BY A 5-BY-6-FOOT CONCRETE BLOCK. AL6319 AL6319 STATION RECOVERY (2003) AL6319 AL6319'RECOVERY NOTE BY US POWER SQUADRON 2003 (RAH) AL6319'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AL6259 *********************************************************************** AL6259 DESIGNATION - COSME 33 A WELL AL6259 PID - AL6259 AL6259 STATE/COUNTY- FL/HILLSBOROUGH AL6259 USGS QUAD - ODESSA (1987) AL6259 AL6259 *CURRENT SURVEY CONTROL AL6259 ___________________________________________________________________ AL6259* NAD 83(1986)- 28 08 41. (N) 082 34 39. (W) SCALED AL6259* NAVD 88 - 17.411 (meters) 57.12 (feet) ADJUSTED AL6259 ___________________________________________________________________ AL6259 GEOID HEIGHT- -25.18 (meters) GEOID99 AL6259 DYNAMIC HT - 17.385 (meters) 57.04 (feet) COMP AL6259 MODELED GRAV- 979,199.1 (mgal) NAVD 88 AL6259 AL6259 VERT ORDER - FIRST CLASS II AL6259 AL6259.The horizontal coordinates were scaled from a topographic map and have AL6259.an estimated accuracy of +/- 6 seconds. AL6259 AL6259.The orthometric height was determined by differential leveling AL6259.and adjusted by the National Geodetic Survey in June 1991. AL6259 AL6259.The geoid height was determined by GEOID99. AL6259 AL6259.The dynamic height is computed by dividing the NAVD 88 AL6259.geopotential number by the normal gravity value computed on the AL6259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6259.degrees latitude (g = 980.6199 gals.). AL6259 AL6259.The modeled gravity was interpolated from observed gravity values. AL6259 AL6259; North East Units Estimated Accuracy AL6259;SPC FL W - 422,380. 143,280. MT (+/- 180 meters Scaled) AL6259 AL6259 SUPERSEDED SURVEY CONTROL AL6259 AL6259 NGVD 29 (??/??/92) 17.664 (m) 57.95 (f) ADJ UNCH 1 2 AL6259 AL6259.Superseded values are not recommended for survey control. AL6259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6259.See file dsdata.txt to determine how the superseded data were derived. AL6259 AL6259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM450142(NAD 83) AL6259_MARKER: X = CHISELED CROSS AL6259_SETTING: 30 = WELL CASING AL6259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL6259 AL6259 HISTORY - Date Condition Report By AL6259 HISTORY - UNK MONUMENTED CGS AL6259 HISTORY - 1966 GOOD NGS AL6259 HISTORY - 20031021 GOOD USPSQD AL6259 AL6259 STATION DESCRIPTION AL6259 AL6259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AL6259'5 MI N FROM CITRUS PARK. AL6259'ABOUT 5.0 MILES NORTH ALONG GUNN HIGHWAY FROM THE CITRUS PARK AL6259'ELEMENTARY SCHOOL AT CITRUS PARK, 0.95 MILE NORTH OF THE JUNCTION AL6259'OF VAN DYKE ROAD, 115 YARDS SOUTH OF THE CENTER LINE OF A AL6259'GRAVELED ROAD LEADING EAST, 81.0 FEET EAST OF AND ACROSS THE AL6259'SEABOARD AIR LINE RAILROAD FROM THE CENTER LINE OF THE HIGHWAY, AL6259'23.5 FEET EAST OF THE EAST RAIL, 25 FEET NORTH OF THE SECOND AL6259'POWER POLE SOUTH OF THE SAND ROAD, ABOUT LEVEL WITH THE TRACK AL6259'AND IS A CHISELED CROSS ON THE WEST FACE ABOUT 4 INCHES BELOW AL6259'THE TOP OF THE 10-INCH CASING, REPORTED TO BE CASED 81.5 FEET AL6259'FOR A 407 FOOT WELL. AL6259 AL6259 STATION RECOVERY (2003) AL6259 AL6259'RECOVERY NOTE BY US POWER SQUADRON 2003 (RAH) AL6259'25 FEET NORTH OF POLE NUMBER 182. STATION IS NOW A S.W.F.W.M.D. WELL AL6259'MONITOR INSIDE A 6 X 6 FENCED AREA. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AL6322 *********************************************************************** AL6322 DESIGNATION - COSME 7 A WELL AL6322 PID - AL6322 AL6322 STATE/COUNTY- FL/HILLSBOROUGH AL6322 USGS QUAD - CITRUS PARK (1987) AL6322 AL6322 *CURRENT SURVEY CONTROL AL6322 ___________________________________________________________________ AL6322* NAD 83(1986)- 28 06 37. (N) 082 34 53. (W) SCALED AL6322* NAVD 88 - 16.055 (meters) 52.67 (feet) ADJUSTED AL6322 ___________________________________________________________________ AL6322 GEOID HEIGHT- -25.10 (meters) GEOID99 AL6322 DYNAMIC HT - 16.032 (meters) 52.60 (feet) COMP AL6322 MODELED GRAV- 979,196.4 (mgal) NAVD 88 AL6322 AL6322 VERT ORDER - FIRST CLASS II AL6322 AL6322.The horizontal coordinates were scaled from a topographic map and have AL6322.an estimated accuracy of +/- 6 seconds. AL6322 AL6322.The orthometric height was determined by differential leveling AL6322.and adjusted by the National Geodetic Survey in June 1991. AL6322 AL6322.The geoid height was determined by GEOID99. AL6322 AL6322.The dynamic height is computed by dividing the NAVD 88 AL6322.geopotential number by the normal gravity value computed on the AL6322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6322.degrees latitude (g = 980.6199 gals.). AL6322 AL6322.The modeled gravity was interpolated from observed gravity values. AL6322 AL6322; North East Units Estimated Accuracy AL6322;SPC FL W - 418,570. 142,880. MT (+/- 180 meters Scaled) AL6322 AL6322 SUPERSEDED SURVEY CONTROL AL6322 AL6322 NGVD 29 (??/??/92) 16.308 (m) 53.50 (f) ADJ UNCH 1 2 AL6322 AL6322.Superseded values are not recommended for survey control. AL6322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6322.See file dsdata.txt to determine how the superseded data were derived. AL6322 AL6322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM446104(NAD 83) AL6322_MARKER: Z = SEE DESCRIPTION AL6322_SETTING: 30 = WELL CASING AL6322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL6322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AL6322+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2003 AL6322 AL6322 HISTORY - Date Condition Report By AL6322 HISTORY - UNK MONUMENTED CGS AL6322 HISTORY - 1966 GOOD NGS AL6322 HISTORY - 20031021 GOOD USPSQD AL6322 AL6322 STATION DESCRIPTION AL6322 AL6322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AL6322'2.6 MI N FROM CITRUS PARK. AL6322'ABOUT 2.65 MILES NORTH ALONG GUNN HIGHWAY FROM THE CITRUS PARK AL6322'ELEMENTARY SCHOOL AT CITRUS PARK, 0.3 MILE SOUTH OF THE AL6322'INTERSECTION OF NORTH MOBLEY ROAD, 130 FEET WEST-NORTHWEST OF AL6322'DIRT ROAD LEADING NORTH AND SOUTH, 87 YARDS SOUTH OF THE CENTER AL6322'LINE OF A DIRT ROAD LEADING WEST TO A FRAME HOUSE, 89 YARDS AL6322'WEST OF THE CENTER LINE OF GUNN HIGHWAY, 67 FEET NORTHWEST OF AL6322'POWER POLE 65, POINT OBSERVED UPON IS A 3-INCH METAL WASHER AL6322'WELDED TO THE INNER EAST SIDE OF 12-INCH CASING, ABOUT 18 INCHES AL6322'BELOW THE TOP OF CASING, ACCESS WHICH IS HAD THRU METAL PLATE AL6322'COVER WITH LOCK, CASING SURROUNDED BY A 5-BY-6 FOOT BLOCK OF AL6322'CONCRETE. AL6322 AL6322 STATION RECOVERY (2003) AL6322 AL6322'RECOVERY NOTE BY US POWER SQUADRON 2003 (RAH) AL6322'THE FRAME HOUSE IS NOW THE MAINTENANCE OFFICE FOR LAKE ROGERS PARK AL6322'LOCATED AT 16016 GUNN HWY. CONTACT TAMPA BAY WATER COSME ODESSA FOR AL6322'ACCESS THRU METAL PLATE. THE POWER POLE IS NOW NUMBER 83. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AL0738 *********************************************************************** AL0738 DESIGNATION - COSME A AL0738 PID - AL0738 AL0738 STATE/COUNTY- FL/HILLSBOROUGH AL0738 USGS QUAD - OLDSMAR (1987) AL0738 AL0738 *CURRENT SURVEY CONTROL AL0738 ___________________________________________________________________ AL0738* NAD 83(1990)- 28 06 55.95317(N) 082 38 27.41038(W) ADJUSTED AL0738* NAVD 88 - 8.15 (+/-2cm) 26.7 (feet) VERTCON AL0738 ___________________________________________________________________ AL0738 LAPLACE CORR- -1.13 (seconds) DEFLEC99 AL0738 GEOID HEIGHT- -25.05 (meters) GEOID99 AL0738 AL0738 HORZ ORDER - SECOND AL0738 VERT ORDER - THIRD ? (See Below) AL0738 AL0738.The horizontal coordinates were established by classical geodetic methods AL0738.and adjusted by the National Geodetic Survey in May 1991. AL0738 AL0738.The NAVD 88 height was computed by applying the VERTCON shift value to AL0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL0738.The vertical order pertains to the NGVD 29 superseded value. AL0738 AL0738.The Laplace correction was computed from DEFLEC99 derived deflections. AL0738 AL0738.The geoid height was determined by GEOID99. AL0738 AL0738; North East Units Scale Converg. AL0738;SPC FL W - 419,178.698 137,025.567 MT 0.99999011 -0 18 07.4 AL0738;UTM 17 - 3,111,089.615 338,818.003 MT 0.99992065 -0 46 24.5 AL0738 AL0738: Primary Azimuth Mark Grid Az AL0738:SPC FL W - COSME A AZ MK 000 58 18.4 AL0738:UTM 17 - COSME A AZ MK 001 26 35.5 AL0738 AL0738|---------------------------------------------------------------------| AL0738| PID Reference Object Distance Geod. Az | AL0738| dddmmss.s | AL0738| AL0737 COSME A AZ MK APPROX. 0.6 KM 0004011.0 | AL0738|---------------------------------------------------------------------| AL0738 AL0738 SUPERSEDED SURVEY CONTROL AL0738 AL0738 NAD 83(1986)- 28 06 55.95996(N) 082 38 27.42030(W) AD( ) 2 AL0738 NAD 27 - 28 06 54.90599(N) 082 38 28.06494(W) AD( ) 2 AL0738 NGVD 29 (07/19/86) 8.41 (m) 27.6 (f) LEVELING 3 AL0738 AL0738.Superseded values are not recommended for survey control. AL0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0738.See file dsdata.txt to determine how the superseded data were derived. AL0738 AL0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3881811090(NAD 83) AL0738_MARKER: DH = HORIZONTAL CONTROL DISK AL0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0738_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AL0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0738+STABILITY: SURFACE MOTION AL0738 AL0738 HISTORY - Date Condition Report By AL0738 HISTORY - 1981 MONUMENTED FL-057 AL0738 HISTORY - 20031021 GOOD USPSQD AL0738 AL0738 STATION DESCRIPTION AL0738 AL0738'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1981 (RSW) AL0738'THE STATION IS LOCATED APPROXIMATELY 4.0 MILES NORTHWEST OF TAMPA AL0738'AND 16.4 MILES WEST OF THE INTERSECTION OF GUNN HWY AND RACETRACK AL0738'ROAD. ON LAND OWNED BY THE COUNTY. AL0738' AL0738'TO REACH THE STATION FROM POST OFFICE IN ODESSA GO EAST FOR 0.05 MILES AL0738'ON TARPON SPRINGS ROAD TO THE INTERSECTION OF GUNN HWY. TURN RIGHT AL0738'AND GO SOUTH ON GUNN HWY FOR 3.45 MILES TO THE INTERSECTION OF GUNN AL0738'HWY AND RACETRACK ROAD. TURN RIGHT AND GO WESTERLY ON RACETRACK ROAD AL0738'FOR 2.10 MILES TO THE INTERSECTION OF PATTERSON ROAD. TURN RIGHT ON AL0738'PATTERSON ROAD AND GO NORTHERLY 2.55 MILES TO STATION ON LEFT JUST AL0738'AFTER A CURVE TO THE RIGHT. AL0738' AL0738'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---COSME A 1981--- AL0738'THE SURFACE MARK IS SET INTO THE TOP OF A 12 INCH ROUND CONCRETE AL0738'MONUMENT FLUSH WITH THE GROUND. IT IS 160.0 FEET SOUTH OF A POWER AL0738'LINE POLE, 143.0 FEET NORTH OF A POWER LINE POLE, 37.3 FEET WEST OF AL0738'THE CENTER LINE OF PATTERSON ROAD, AND 4.8 FEET WEST OF A PVC FENCE. AL0738'THERE IS NO UNDERGROUND MARK. AL0738' AL0738'AZIMUTH MARK IS A STANDARD H.C.E.D. DISK STAMPED---COSME A AZ MK AL0738'1981---THE SURFACE DISK IS SET INTO THE TOP OF A 12 INCH ROUND AL0738'CONCRETE MONUMENT RECESSED 3 INCHES BELOW THE GROUND. LOCATED 47.2 AL0738'FEET NORTH FROM A POWER LINE POLE NO 19342 47700, 45.6 FEET SOUTHEAST AL0738'FROM A 6 INCH WELL, 24.1 FEET WEST FROM THE CENTERLINE OF PATTERSON AL0738'ROAD, AND 4.0 FEET EAST FROM A PVC FENCE. TO REACH THE AZIMUTH MARK AL0738'FROM STATION, CONTINUE NORTHERLY, 0.35 MILES LEFT OF CENTERLINE OF AL0738'PATTERSON ROAD. AL0738 AL0738 STATION RECOVERY (2003) AL0738 AL0738'RECOVERY NOTE BY US POWER SQUADRON 2003 (RAH) AL0738'APPROXIMATELY 400 FEET SOUTH OF CENTERLINE OF PAVEMENT OF ENTRANCE TO AL0738'SILVER DOLLAR TRAP AND GOLF CLUB. 160 FEET SOUTH OF POWER POLE NUMBER AL0738'19332 47528 067508, 143 FEET NORTH OF POWER LINE POLE 19335 47493 AL0738'067509, 4.8 FEET EAST OF PVC FENCE. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AL6314 *********************************************************************** AL6314 DESIGNATION - COSME E 102 WELL AL6314 PID - AL6314 AL6314 STATE/COUNTY- FL/HILLSBOROUGH AL6314 USGS QUAD - CITRUS PARK (1987) AL6314 AL6314 *CURRENT SURVEY CONTROL AL6314 ___________________________________________________________________ AL6314* NAD 83(1986)- 28 05 04. (N) 082 36 59. (W) SCALED AL6314* NAVD 88 - 9.208 (meters) 30.21 (feet) ADJUSTED AL6314 ___________________________________________________________________ AL6314 GEOID HEIGHT- -25.00 (meters) GEOID99 AL6314 DYNAMIC HT - 9.194 (meters) 30.16 (feet) COMP AL6314 MODELED GRAV- 979,193.6 (mgal) NAVD 88 AL6314 AL6314 VERT ORDER - FIRST CLASS II AL6314 AL6314.The horizontal coordinates were scaled from a topographic map and have AL6314.an estimated accuracy of +/- 6 seconds. AL6314 AL6314.The orthometric height was determined by differential leveling AL6314.and adjusted by the National Geodetic Survey in June 1991. AL6314 AL6314.The geoid height was determined by GEOID99. AL6314 AL6314.The dynamic height is computed by dividing the NAVD 88 AL6314.geopotential number by the normal gravity value computed on the AL6314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6314.degrees latitude (g = 980.6199 gals.). AL6314 AL6314.The modeled gravity was interpolated from observed gravity values. AL6314 AL6314; North East Units Estimated Accuracy AL6314;SPC FL W - 415,720. 139,420. MT (+/- 180 meters Scaled) AL6314 AL6314 SUPERSEDED SURVEY CONTROL AL6314 AL6314 NGVD 29 (??/??/92) 9.461 (m) 31.04 (f) ADJ UNCH 1 2 AL6314 AL6314.Superseded values are not recommended for survey control. AL6314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6314.See file dsdata.txt to determine how the superseded data were derived. AL6314 AL6314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM411076(NAD 83) AL6314_MARKER: X = CHISELED CROSS AL6314_SETTING: 30 = WELL CASING AL6314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL6314 AL6314 HISTORY - Date Condition Report By AL6314 HISTORY - UNK MONUMENTED CGS AL6314 HISTORY - 1966 GOOD NGS AL6314 HISTORY - 20031021 MARK NOT FOUND USPSQD AL6314 AL6314 STATION DESCRIPTION AL6314 AL6314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AL6314'5.2 MI NW FROM CITRUS PARK. AL6314'ABOUT 2.1 MILES NORTH ALONG GUNN HIGHWAY FROM THE CITRUS PARK AL6314'ELEMENTARY SCHOOL AT CITRUS PARK, THENCE ABOUT 2.85 MILES AL6314'SOUTHWEST ALONG RACE TRACK ROAD, THENCE ABOUT 0.2 MILE WEST AL6314'ALONG A PRIVATE DRIVE, IN AN OPEN PASTURE FIELD, 115 FEET SOUTH AL6314'OF THE CENTER LINE OF THE DRIVE, ABOUT 1.2 FEET ABOVE THE LEVEL AL6314'OF THE GROUND AND IS A CHISELED CROSS ON THE SOUTH SIDE ABOUT AL6314'5 INCHES BELOW THE TOP OF THE 10-INCH CASING, REPORTED TO BE AL6314'CASED 695 FEET FOR A 1200 FOOT WELL. AL6314 AL6314 STATION RECOVERY (2003) AL6314 AL6314'RECOVERY NOTE BY US POWER SQUADRON 2003 (RAH) AL6314'PRIVATE DRIVE NO LONGER THERE. PASTURE REDEVELOPED INTO WATERCHASE AL6314'COMMUNITY. MARK ASSUMED TO BE NEAR CUL-DE-SAC OF SA MARSALA IN THE AL6314'SAVONA SECTION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AL0636 *********************************************************************** AL0636 DESIGNATION - CT B AL0636 PID - AL0636 AL0636 STATE/COUNTY- FL/HILLSBOROUGH AL0636 USGS QUAD - CITRUS PARK (1987) AL0636 AL0636 *CURRENT SURVEY CONTROL AL0636 ___________________________________________________________________ AL0636* NAD 83(1990)- 28 04 43.04366(N) 082 33 39.80393(W) ADJUSTED AL0636* NAVD 88 - 12.95 (+/-2cm) 42.5 (feet) VERTCON AL0636 ___________________________________________________________________ AL0636 LAPLACE CORR- -1.14 (seconds) DEFLEC99 AL0636 GEOID HEIGHT- -25.05 (meters) GEOID99 AL0636 AL0636 HORZ ORDER - THIRD AL0636 VERT ORDER - THIRD ? (See Below) AL0636 AL0636.The horizontal coordinates were established by classical geodetic methods AL0636.and adjusted by the National Geodetic Survey in May 1991. AL0636 AL0636.The NAVD 88 height was computed by applying the VERTCON shift value to AL0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL0636.The vertical order pertains to the NGVD 29 superseded value. AL0636 AL0636.The Laplace correction was computed from DEFLEC99 derived deflections. AL0636 AL0636.The geoid height was determined by GEOID99. AL0636 AL0636; North East Units Scale Converg. AL0636;SPC FL W - 415,048.590 144,856.277 MT 0.99997869 -0 15 50.7 AL0636;UTM 17 - 3,106,895.590 346,613.874 MT 0.99989039 -0 44 05.7 AL0636 AL0636: Primary Azimuth Mark Grid Az AL0636:SPC FL W - CT A 054 12 55.1 AL0636:UTM 17 - CT A 054 41 10.1 AL0636 AL0636|---------------------------------------------------------------------| AL0636| PID Reference Object Distance Geod. Az | AL0636| dddmmss.s | AL0636| AL0635 CT A 418.501 METERS 0535704.4 | AL0636| AL0637 CT C 222.435 METERS 26737 | AL0636|---------------------------------------------------------------------| AL0636 AL0636 SUPERSEDED SURVEY CONTROL AL0636 AL0636 NAD 83(1986)- 28 04 43.04996(N) 082 33 39.81392(W) AD( ) 3 AL0636 NAD 27 - 28 04 41.99052(N) 082 33 40.46591(W) AD( ) 3 AL0636 NGVD 29 (07/19/86) 13.20 (m) 43.3 (f) LEVELING 3 AL0636 AL0636.Superseded values are not recommended for survey control. AL0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0636.See file dsdata.txt to determine how the superseded data were derived. AL0636 AL0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4661406896(NAD 83) AL0636_MARKER: DE = TRAVERSE STATION DISK AL0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0636_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AL0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0636+STABILITY: SURFACE MOTION AL0636 AL0636 HISTORY - Date Condition Report By AL0636 HISTORY - 1981 MONUMENTED FL-057 AL0636 HISTORY - 20031021 MARK NOT FOUND USPSQD AL0636 AL0636 STATION DESCRIPTION AL0636 AL0636'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1981 (RSW) AL0636'THE STATION IS APPROX. 6.25 MI. EAST OF THE PINELLAS COUNTY LINE AL0636'IN NORTHWEST HILLSBOROUGH COUNTY. AL0636' AL0636'TO REACH THE STATION, PROCEED WESTERLY FROM THE INTERSECTION AL0636'OF DALE MABRY AND EHRLICH ROAD FOR 3.55 MI. TO THE STATION ON AL0636'THE SOUTH SIDE OF THE ROAD. AL0636' AL0636'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---CT-B---SET AL0636'IN A CONCRETE MONUMENT 4 INCHES BELOW THE GROUND. THE STATION AL0636'IS SOUTH OF THE CENTERLINE OF EHRLICH ROAD, 211 FEET SOUTHWEST AL0636'OF A TELEPHONE POLE WITH NAIL AND H.C. DISK, 9.8 FEET WEST OF AL0636'A WOOD FENCE CORNER WITH NAIL AND H.C. DISK AND 164.4 FEET EAST AL0636'OF A TELEPHONE POLE WITH NAIL AND H.C. DISK. AL0636 AL0636 STATION RECOVERY (2003) AL0636 AL0636'RECOVERY NOTE BY US POWER SQUADRON 2003 (RAH) AL0636'NEAR INTERSECTION OF EHRLICH RD AND TOM FULLER RD. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AL0637 *********************************************************************** AL0637 DESIGNATION - CT C AL0637 PID - AL0637 AL0637 STATE/COUNTY- FL/HILLSBOROUGH AL0637 USGS QUAD - CITRUS PARK (1987) AL0637 AL0637 *CURRENT SURVEY CONTROL AL0637 ___________________________________________________________________ AL0637* NAD 83(1990)- 28 04 42.74332(N) 082 33 47.94381(W) ADJUSTED AL0637* NAVD 88 - 11.40 (+/-2cm) 37.4 (feet) VERTCON AL0637 ___________________________________________________________________ AL0637 LAPLACE CORR- -1.13 (seconds) DEFLEC99 AL0637 GEOID HEIGHT- -25.04 (meters) GEOID99 AL0637 AL0637 HORZ ORDER - THIRD AL0637 VERT ORDER - THIRD ? (See Below) AL0637 AL0637.The horizontal coordinates were established by classical geodetic methods AL0637.and adjusted by the National Geodetic Survey in May 1991. AL0637 AL0637.The NAVD 88 height was computed by applying the VERTCON shift value to AL0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL0637.The vertical order pertains to the NGVD 29 superseded value. AL0637 AL0637.The Laplace correction was computed from DEFLEC99 derived deflections. AL0637 AL0637.The geoid height was determined by GEOID99. AL0637 AL0637; North East Units Scale Converg. AL0637;SPC FL W - 415,040.372 144,633.999 MT 0.99997900 -0 15 54.5 AL0637;UTM 17 - 3,106,889.199 346,391.556 MT 0.99989123 -0 44 09.5 AL0637 AL0637: Primary Azimuth Mark Grid Az AL0637:SPC FL W - CITRUS A AZ MK 272 37 09.4 AL0637:UTM 17 - CITRUS A AZ MK 273 05 24.4 AL0637 AL0637|---------------------------------------------------------------------| AL0637| PID Reference Object Distance Geod. Az | AL0637| dddmmss.s | AL0637| AL0636 CT B 222.435 METERS 08737 | AL0637| AL0638 CITRUS A AZ MK APPROX. 0.6 KM 2722114.9 | AL0637|---------------------------------------------------------------------| AL0637 AL0637 SUPERSEDED SURVEY CONTROL AL0637 AL0637 NAD 83(1986)- 28 04 42.74963(N) 082 33 47.95382(W) AD( ) 3 AL0637 NAD 27 - 28 04 41.69024(N) 082 33 48.60561(W) AD( ) 3 AL0637 NGVD 29 (07/19/86) 11.65 (m) 38.2 (f) LEVELING 3 AL0637 AL0637.Superseded values are not recommended for survey control. AL0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0637.See file dsdata.txt to determine how the superseded data were derived. AL0637 AL0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4639206889(NAD 83) AL0637_MARKER: DE = TRAVERSE STATION DISK AL0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0637_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AL0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0637+STABILITY: SURFACE MOTION AL0637 AL0637 HISTORY - Date Condition Report By AL0637 HISTORY - 1981 MONUMENTED FL-057 AL0637 HISTORY - 20031021 MARK NOT FOUND USPSQD AL0637 AL0637 STATION DESCRIPTION AL0637 AL0637'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1981 (RSW) AL0637'THE STATION IS LOCATED 5.20 MI. EAST OF THE PINELLAS COUNTY AL0637'LINE IN NORTHWEST HILLSBOROUGH COUNTY. AL0637' AL0637'TO REACH THE STATION, PROCEED WESTERLY FROM THE INTERSECTION AL0637'OF DALE MABRY HWY. AND EHRLICH ROAD FOR 3.7 MI. TO THE STATION AL0637'ON THE SOUTH SIDE OF THE ROAD. AL0637' AL0637'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---CT-C---SET AL0637'IN A CONCRETE MONUMENT 4 INCHES BELOW THE GROUND. THE STATION AL0637'IS 37 FEET SOUTH OF THE CENTERLINE OF EHRLICH ROAD, 120.6 FEET AL0637'EAST OF THE CENTERLINE OF BRIARTHORN DR., 23.8 FEET SOUTHEAST AL0637'OF A TELEPHONE POLE WITH NAIL AND H.C. DISK. AL0637 AL0637 STATION RECOVERY (2003) AL0637 AL0637'RECOVERY NOTE BY US POWER SQUADRON 2003 (RAH) AL0637'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG8780 *********************************************************************** AG8780 DESIGNATION - DR AA AG8780 PID - AG8780 AG8780 STATE/COUNTY- FL/HILLSBOROUGH AG8780 USGS QUAD - BRANDON (1987) AG8780 AG8780 *CURRENT SURVEY CONTROL AG8780 ___________________________________________________________________ AG8780* NAD 83(1990)- 27 58 13.32289(N) 082 15 10.37357(W) ADJUSTED AG8780* NAVD 88 - 21.14 (+/-2cm) 69.4 (feet) VERTCON AG8780 ___________________________________________________________________ AG8780 LAPLACE CORR- -1.62 (seconds) DEFLEC99 AG8780 GEOID HEIGHT- -25.22 (meters) GEOID99 AG8780 AG8780 HORZ ORDER - SECOND AG8780 VERT ORDER - THIRD ? (See Below) AG8780 AG8780.The horizontal coordinates were established by classical geodetic methods AG8780.and adjusted by the National Geodetic Survey in May 1991. AG8780 AG8780.The NAVD 88 height was computed by applying the VERTCON shift value to AG8780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8780.The vertical order pertains to the NGVD 29 superseded value. AG8780 AG8780.The Laplace correction was computed from DEFLEC99 derived deflections. AG8780 AG8780.The geoid height was determined by GEOID99. AG8780 AG8780; North East Units Scale Converg. AG8780;SPC FL W - 402,951.076 175,120.716 MT 0.99994881 -0 07 07.0 AG8780;UTM 17 - 3,094,551.791 376,774.303 MT 0.99978742 -0 35 15.7 AG8780 AG8780 SUPERSEDED SURVEY CONTROL AG8780 AG8780 NAD 83(1986)- 27 58 13.33173(N) 082 15 10.39428(W) AD( ) 2 AG8780 NGVD 29 (06/09/89) 21.43 (m) 70.3 (f) LEVELING 3 AG8780 AG8780.Superseded values are not recommended for survey control. AG8780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8780.See file dsdata.txt to determine how the superseded data were derived. AG8780 AG8780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7677494552(NAD 83) AG8780_MARKER: DE = TRAVERSE STATION DISK AG8780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8780+STABILITY: SURFACE MOTION AG8780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8780+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2003 AG8780 AG8780 HISTORY - Date Condition Report By AG8780 HISTORY - 1983 MONUMENTED FL-057 AG8780 HISTORY - 20031016 GOOD PICKET AG8780 AG8780 STATION DESCRIPTION AG8780 AG8780'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG8780'THE STATION IS LOCATED ON VALRICO ROAD, NORTH OF THE VALRICO AREA. AG8780' AG8780'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 60 AND AG8780'VALRICO ROAD, PROCEED NORTH ON VALRICO ROAD FOR 2.3 MILES TO THE AG8780'T-INTERSECTION WITH WHISPERING SANDS COURT, STATION IS LOCATED IN THE AG8780'NORTHWEST CORNER OF THE INTERSECTION. AG8780' AG8780'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---DR-AA---SET INTO THE AG8780'TOP OF A 10 INCH ROUND CONCRETE MONUMENT RECESSED 6 INCHES BELOW THE AG8780'GROUND, LOCATED 16 FEET WEST OF THE CENTERLINE OF VALRICO ROAD, 17 AG8780'FEET NORTH OF A HEADWALL, 49.8 FEET EAST OF A 4 FOOT WIDE SIDEWALK, AG8780'14.6 FEET EAST OF A TELEPHONE POLE, 14.2 FEET EAST OF A WITNESS POST. AG8780'THERE IS NO UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE. AG8780 AG8780 STATION RECOVERY (2003) AG8780 AG8780'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2003 (SAK) AG8780'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG8782 *********************************************************************** AG8782 DESIGNATION - DR BB AG8782 PID - AG8782 AG8782 STATE/COUNTY- FL/HILLSBOROUGH AG8782 USGS QUAD - BRANDON (1987) AG8782 AG8782 *CURRENT SURVEY CONTROL AG8782 ___________________________________________________________________ AG8782* NAD 83(1990)- 27 57 56.79297(N) 082 15 09.99359(W) ADJUSTED AG8782* NAVD 88 - 23.09 (+/-2cm) 75.8 (feet) VERTCON AG8782 ___________________________________________________________________ AG8782 LAPLACE CORR- -1.60 (seconds) DEFLEC99 AG8782 GEOID HEIGHT- -25.21 (meters) GEOID99 AG8782 AG8782 HORZ ORDER - SECOND AG8782 VERT ORDER - THIRD ? (See Below) AG8782 AG8782.The horizontal coordinates were established by classical geodetic methods AG8782.and adjusted by the National Geodetic Survey in May 1991. AG8782 AG8782.The NAVD 88 height was computed by applying the VERTCON shift value to AG8782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8782.The vertical order pertains to the NGVD 29 superseded value. AG8782 AG8782.The Laplace correction was computed from DEFLEC99 derived deflections. AG8782 AG8782.The geoid height was determined by GEOID99. AG8782 AG8782; North East Units Scale Converg. AG8782;SPC FL W - 402,442.241 175,130.047 MT 0.99994881 -0 07 06.7 AG8782;UTM 17 - 3,094,042.978 376,779.468 MT 0.99978740 -0 35 15.2 AG8782 AG8782 SUPERSEDED SURVEY CONTROL AG8782 AG8782 NAD 83(1986)- 27 57 56.80199(N) 082 15 10.01442(W) AD( ) 2 AG8782 NGVD 29 (06/09/89) 23.38 (m) 76.7 (f) LEVELING 3 AG8782 AG8782.Superseded values are not recommended for survey control. AG8782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8782.See file dsdata.txt to determine how the superseded data were derived. AG8782 AG8782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7677994043(NAD 83) AG8782_MARKER: DE = TRAVERSE STATION DISK AG8782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8782+STABILITY: SURFACE MOTION AG8782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8782+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2003 AG8782 AG8782 HISTORY - Date Condition Report By AG8782 HISTORY - 1983 MONUMENTED FL-057 AG8782 HISTORY - 20031016 GOOD PICKET AG8782 AG8782 STATION DESCRIPTION AG8782 AG8782'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG8782'THE STATION IS LOCATED ON VALRICO ROAD, NORTH OF STATE ROAD 60, NORTH AG8782'THE VALRICO AREA. AG8782' AG8782'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 60 AND AG8782'VALRICO ROAD, PROCEED NORTH ON VALRICO ROAD FOR 1.95 MILES TO STATION AG8782'ON THE EASTSIDE OF THE ROAD. AG8782' AG8782'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---DR-BB---SET INTO THE AG8782'TOP OF A 10 INCH ROUND CONCRETE MONUMENT RECESSED 6 INCHES BELOW THE AG8782'GROUND, LOCATED 16.1 FEET EAST OF THE CENTERLINE OF VALRICO ROAD, 123 AG8782'FEET SOUTH OF A POWER POLE, 37.3 FEET SOUTH OF A 16 INCH OAK TREE, 12 AG8782'FEET SOUTHWEST OF THE CENTER OF GATE, 23.3 FEET SOUTHWEST OF FENCE AG8782'CORNER, 6 FEET WEST OF A WITNESS POST. THERE IS NO UNDERGROUND MARK, AG8782'STATION IS A COUNTY TRAVERSE. AG8782 AG8782 STATION RECOVERY (2003) AG8782 AG8782'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2003 (SAK) AG8782'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG8783 *********************************************************************** AG8783 DESIGNATION - DR C AG8783 PID - AG8783 AG8783 STATE/COUNTY- FL/HILLSBOROUGH AG8783 USGS QUAD - DOVER (1987) AG8783 AG8783 *CURRENT SURVEY CONTROL AG8783 ___________________________________________________________________ AG8783* NAD 83(1990)- 27 58 00.90995(N) 082 13 47.20499(W) ADJUSTED AG8783* NAVD 88 - 26.14 (+/-2cm) 85.8 (feet) VERTCON AG8783 ___________________________________________________________________ AG8783 LAPLACE CORR- -1.71 (seconds) DEFLEC99 AG8783 GEOID HEIGHT- -25.25 (meters) GEOID99 AG8783 AG8783 HORZ ORDER - THIRD AG8783 VERT ORDER - THIRD ? (See Below) AG8783 AG8783.The horizontal coordinates were established by classical geodetic methods AG8783.and adjusted by the National Geodetic Survey in May 1991. AG8783 AG8783.The NAVD 88 height was computed by applying the VERTCON shift value to AG8783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8783.The vertical order pertains to the NGVD 29 superseded value. AG8783 AG8783.The Laplace correction was computed from DEFLEC99 derived deflections. AG8783 AG8783.The geoid height was determined by GEOID99. AG8783 AG8783; North East Units Scale Converg. AG8783;SPC FL W - 402,564.499 177,392.890 MT 0.99994748 -0 06 27.9 AG8783;UTM 17 - 3,094,146.692 379,042.864 MT 0.99978058 -0 34 36.4 AG8783 AG8783 SUPERSEDED SURVEY CONTROL AG8783 AG8783 NAD 83(1986)- 27 58 00.91885(N) 082 13 47.22589(W) AD( ) 3 AG8783 NGVD 29 (06/09/89) 26.42 (m) 86.7 (f) LEVELING 3 AG8783 AG8783.Superseded values are not recommended for survey control. AG8783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8783.See file dsdata.txt to determine how the superseded data were derived. AG8783 AG8783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7904394147(NAD 83) AG8783_MARKER: DE = TRAVERSE STATION DISK AG8783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8783_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG8783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8783+STABILITY: SURFACE MOTION AG8783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8783+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2003 AG8783 AG8783 HISTORY - Date Condition Report By AG8783 HISTORY - 1983 MONUMENTED FL-057 AG8783 HISTORY - 20031016 GOOD PICKET AG8783 AG8783 STATION DESCRIPTION AG8783 AG8783'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG8783'STATION IS LOCATED 5 MILES EAST SOUTHEAST OF THE INTERSECTION OF AG8783'INTERSTATES 4 AND 75 AND 2 MILES NORTH OF HWY 60. AG8783' AG8783'TO REACH THE STATION FROM THE INTERSECTION OF HWY 60 AND HWY 301 AG8783'PROCEED EAST ON HWY 60 ABOUT 4.5 MILES TO THE INTERSECTION WITH AG8783'KINGSWAY ROAD, THEN NORTH ON KINGSWAY 2.5 MILES TO THE INTERSECTION AG8783'WITH WHEELER ROAD, THEN EAST ON WHEELER ROAD 2.6 MILES TO THE AG8783'INTERSECTION WITH GALLAGHER ROAD, THEN SOUTH ON GALLAGHER ROAD 0.6 AG8783'MILES TO THE INTERSECTION WITH SYDNEY-VALRICO ROAD. STATION IS IN AG8783'THE SOUTHEAST CORNER. AG8783' AG8783'STATION IS A STANDARD H.C.E.D. DISK STAMPED---DR-C---. THE SURFACE AG8783'DISK IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT RECESSED AG8783'FOUR INCHES BELOW THE GROUND, LOCATED 2 FEET NORTH OF A 4 FOOT BARBED AG8783'WIRE FENCE, 81.1 FEET SOUTHEAST OF A POWER POLE, 208 FEET SOUTHWEST AG8783'OF A POWER POLE, 34 FEET SOUTH OF THE CENTERLINE OF SYDNEY-VALRICO AG8783'ROAD, 2 FEET NORTH OF A METAL WITNESS POST. THERE IS NO UNDERGROUND AG8783'MARK. STATION IS A COUNTY TRAVERSE. AG8783 AG8783 STATION RECOVERY (2003) AG8783 AG8783'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2003 (SAK) AG8783'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG8786 *********************************************************************** AG8786 DESIGNATION - DR E AG8786 PID - AG8786 AG8786 STATE/COUNTY- FL/HILLSBOROUGH AG8786 USGS QUAD - DOVER (1987) AG8786 AG8786 *CURRENT SURVEY CONTROL AG8786 ___________________________________________________________________ AG8786* NAD 83(1990)- 27 58 27.78814(N) 082 14 03.13173(W) ADJUSTED AG8786* NAVD 88 - 20.27 (+/-2cm) 66.5 (feet) VERTCON AG8786 ___________________________________________________________________ AG8786 LAPLACE CORR- -1.71 (seconds) DEFLEC99 AG8786 GEOID HEIGHT- -25.26 (meters) GEOID99 AG8786 AG8786 HORZ ORDER - THIRD AG8786 VERT ORDER - THIRD ? (See Below) AG8786 AG8786.The horizontal coordinates were established by classical geodetic methods AG8786.and adjusted by the National Geodetic Survey in May 1991. AG8786 AG8786.The NAVD 88 height was computed by applying the VERTCON shift value to AG8786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8786.The vertical order pertains to the NGVD 29 superseded value. AG8786 AG8786.The Laplace correction was computed from DEFLEC99 derived deflections. AG8786 AG8786.The geoid height was determined by GEOID99. AG8786 AG8786; North East Units Scale Converg. AG8786;SPC FL W - 403,392.673 176,959.204 MT 0.99994773 -0 06 35.5 AG8786;UTM 17 - 3,094,978.251 378,616.045 MT 0.99978186 -0 34 44.4 AG8786 AG8786 SUPERSEDED SURVEY CONTROL AG8786 AG8786 NAD 83(1986)- 27 58 27.79693(N) 082 14 03.15245(W) AD( ) 3 AG8786 NGVD 29 (06/09/89) 20.55 (m) 67.4 (f) LEVELING 3 AG8786 AG8786.Superseded values are not recommended for survey control. AG8786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8786.See file dsdata.txt to determine how the superseded data were derived. AG8786 AG8786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7861694978(NAD 83) AG8786_MARKER: DE = TRAVERSE STATION DISK AG8786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8786_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG8786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8786+STABILITY: SURFACE MOTION AG8786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8786+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2003 AG8786 AG8786 HISTORY - Date Condition Report By AG8786 HISTORY - 1983 MONUMENTED FL-057 AG8786 HISTORY - 20031016 GOOD PICKET AG8786 AG8786 STATION DESCRIPTION AG8786 AG8786'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG8786'STATION LOCATED 5 MILES EAST SOUTHEAST OF THE INTERSECTION OF AG8786'INTERSTATES 4 AND 75 AND 2.5 MILES NORTH OF HWY 60. AG8786' AG8786'TO REACH THE STATION FROM THE INTERSECTION OF HWY 60 AND HWY 301, AG8786'PROCEED EAST ON HWY 60 ABOUT 4.5 MILES TO THE INTERSECTION WITH AG8786'KINGSWAY ROAD, THEN NORTH ON KINGSWAY 2.5 MILES TO THE INTERSECTION AG8786'WITH WHEELER ROAD, THEN EAST ON WHEELER ROAD 2.6 MILES TO THE AG8786'INTERSECTION WITH GALLAGHER ROAD. STATION IS IN THE NORTHWEST CORNER. AG8786' AG8786'STATION IS A STANDARD H.C.E.D. DISK STAMPED---DR-E---. THE SURFACE AG8786'DISK IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT RECESSED AG8786'FOUR INCHES BELOW THE GROUND, LOCATED 6.40 FEET SOUTHEAST OF A POWER AG8786'POLE, 29 FEET EAST OF A POWER POLE, 40.6 FEET WEST OF A POWER POLE, AG8786'164 FEET NORTH NORTHWEST OF THE CENTER OF THE BRIDGE ON GALLAGHER AG8786'ROAD, 6 FEET SOUTHEAST OF A METAL WITNESS POST. THERE IS NO AG8786'UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE. AG8786 AG8786 STATION RECOVERY (2003) AG8786 AG8786'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2003 (SAK) AG8786'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG8802 *********************************************************************** AG8802 DESIGNATION - DR U AG8802 PID - AG8802 AG8802 STATE/COUNTY- FL/HILLSBOROUGH AG8802 USGS QUAD - DOVER (1987) AG8802 AG8802 *CURRENT SURVEY CONTROL AG8802 ___________________________________________________________________ AG8802* NAD 83(1990)- 27 58 01.28977(N) 082 09 49.98642(W) ADJUSTED AG8802* NAVD 88 - 30.14 (+/-2cm) 98.9 (feet) VERTCON AG8802 ___________________________________________________________________ AG8802 LAPLACE CORR- -2.15 (seconds) DEFLEC99 AG8802 GEOID HEIGHT- -25.36 (meters) GEOID99 AG8802 AG8802 HORZ ORDER - SECOND AG8802 VERT ORDER - THIRD ? (See Below) AG8802 AG8802.The horizontal coordinates were established by classical geodetic methods AG8802.and adjusted by the National Geodetic Survey in May 1991. AG8802 AG8802.The NAVD 88 height was computed by applying the VERTCON shift value to AG8802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8802.The vertical order pertains to the NGVD 29 superseded value. AG8802 AG8802.The Laplace correction was computed from DEFLEC99 derived deflections. AG8802 AG8802.The geoid height was determined by GEOID99. AG8802 AG8802; North East Units Scale Converg. AG8802;SPC FL W - 402,565.746 183,875.985 MT 0.99994438 -0 04 36.7 AG8802;UTM 17 - 3,094,094.877 385,524.620 MT 0.99976174 -0 32 45.2 AG8802 AG8802 SUPERSEDED SURVEY CONTROL AG8802 AG8802 NAD 83(1986)- 27 58 01.29715(N) 082 09 50.00868(W) AD( ) 2 AG8802 NGVD 29 (06/09/89) 30.41 (m) 99.8 (f) LEVELING 3 AG8802 AG8802.Superseded values are not recommended for survey control. AG8802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8802.See file dsdata.txt to determine how the superseded data were derived. AG8802 AG8802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8552594095(NAD 83) AG8802_MARKER: DE = TRAVERSE STATION DISK AG8802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8802+STABILITY: SURFACE MOTION AG8802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8802+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2003 AG8802 AG8802 HISTORY - Date Condition Report By AG8802 HISTORY - 1983 MONUMENTED FL-057 AG8802 HISTORY - 19990501 GOOD USPSQD AG8802 HISTORY - 20031021 GOOD PICKET AG8802 AG8802 STATION DESCRIPTION AG8802 AG8802'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG8802'STATION IS LOCATED ON TRAPNELL ROAD, JUST SOUTH OF PLANT CITY, AG8802'FLORIDA. AG8802' AG8802'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 39 AND TRAPNELL AG8802'ROAD, PROCEED WEST ON TRAPNELL ROAD FOR 2.6 MILES TO STATION ON NORTH. AG8802' AG8802'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---DR-U---SET INTO THE AG8802'TOP OF AN 12 INCH ROUND CONCRETE MONUMENT RECESSED 2 INCHES BELOW THE AG8802'GROUND, LOCATED16.8 FEET NORTH OF THE CENTERLINE OF TRAPNELL ROAD, AG8802'89.5 FEET EAST OF THE EXTENDED NORTH-SOUTH FENCE LINE, 4 FEET SOUTH AG8802'OF A POWER POLE AND WITNESS POST, 18.5 FEET SOUTH OF A FENCE, 79.8 AG8802'FEET NORTHWEST OF A TELEPHONE POLE. THERE IS NO UNDERGROUND MARK, AG8802'STATION IS A COUNTY TRAVERSE. AG8802 AG8802 STATION RECOVERY (1999) AG8802 AG8802'RECOVERY NOTE BY US POWER SQUADRON 1999 AG8802'RECOVERED IN GOOD CONDITION. AG8802 AG8802 STATION RECOVERY (2003) AG8802 AG8802'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2003 (SAK) AG8802'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG7477 *********************************************************************** AG7477 DESIGNATION - F 132 AG7477 PID - AG7477 AG7477 STATE/COUNTY- FL/HILLSBOROUGH AG7477 USGS QUAD - RIVERVIEW (1987) AG7477 AG7477 *CURRENT SURVEY CONTROL AG7477 ___________________________________________________________________ AG7477* NAD 83(1990)- 27 52 18.54192(N) 082 19 35.43419(W) ADJUSTED AG7477* NAVD 88 - 4.782 (meters) 15.69 (feet) ADJUSTED AG7477 ___________________________________________________________________ AG7477 LAPLACE CORR- -1.14 (seconds) DEFLEC99 AG7477 GEOID HEIGHT- -24.96 (meters) GEOID99 AG7477 DYNAMIC HT - 4.775 (meters) 15.67 (feet) COMP AG7477 MODELED GRAV- 979,176.0 (mgal) NAVD 88 AG7477 AG7477 HORZ ORDER - SECOND AG7477 VERT ORDER - SECOND CLASS I AG7477 AG7477.The horizontal coordinates were established by classical geodetic methods AG7477.and adjusted by the National Geodetic Survey in May 1991. AG7477.No horizontal observational check was made to the station. AG7477 AG7477.The orthometric height was determined by differential leveling AG7477.and adjusted by the National Geodetic Survey in June 1991. AG7477 AG7477.The Laplace correction was computed from DEFLEC99 derived deflections. AG7477 AG7477.The geoid height was determined by GEOID99. AG7477 AG7477.The dynamic height is computed by dividing the NAVD 88 AG7477.geopotential number by the normal gravity value computed on the AG7477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7477.degrees latitude (g = 980.6199 gals.). AG7477 AG7477.The modeled gravity was interpolated from observed gravity values. AG7477 AG7477; North East Units Scale Converg. AG7477;SPC FL W - 392,047.635 167,847.785 MT 0.99995393 -0 09 09.5 AG7477;UTM 17 - 3,083,709.815 369,413.614 MT 0.99981048 -0 37 12.8 AG7477 AG7477 SUPERSEDED SURVEY CONTROL AG7477 AG7477 NAD 83(1986)- 27 52 18.54726(N) 082 19 35.45121(W) AD( ) 2 AG7477 NGVD 29 (06/09/89) 5.05 (m) 16.6 (f) LEVELING 3 AG7477 AG7477.Superseded values are not recommended for survey control. AG7477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7477.See file dsdata.txt to determine how the superseded data were derived. AG7477 AG7477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6941483710(NAD 83) AG7477_MARKER: DS = TRIANGULATION STATION DISK AG7477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7477_STAMPING: F 132 1954 16.623 AG7477_PROJECTION: FLUSH AG7477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7477+STABILITY: SURFACE MOTION AG7477 AG7477 HISTORY - Date Condition Report By AG7477 HISTORY - 1954 MONUMENTED RBNF AG7477 HISTORY - 1982 GOOD FLDNR AG7477 HISTORY - 20031019 MARK NOT FOUND USPSQD AG7477 AG7477 STATION DESCRIPTION AG7477 AG7477'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7477'IN RIVERVIEW. AG7477'THE MARK IS IN RIVERVIEW AT THE INTERSECTION OF U.S. HIGHWAY 301 AG7477'AND RIVERVIEW DRIVE. THE MARK BEARS 36 FEET NORTH OF RIVERVIEW AG7477'DRIVE, 43 FEET EAST OF U.S. HIGHWAY 301, 9.8 FEET WEST OF A 4-FOOT AG7477'DIAMETER OAK TREE, 21.8 FEET EAST-SOUTHEAST OF BENCH MARK 6614 F AG7477'1977, AND 3.2 FEET WEST OF A WITNESS POST. AG7477'THE MARK IS 0.2 FT BELOW GROUND. AG7477 AG7477 STATION RECOVERY (2003) AG7477 AG7477'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7477'MARK NOT FOUND. SITE LOCATED. THE WITNESS POST NO LONGER EXISTS AT THE AG7477'INTERSECTION OF U.S. HIGHWAY 301 AND RIVERVIEW DRIVE. U.S. HIGHWAY AG7477'301 HAS BEEN WIDENED AND THE LANES EXTENDED. 9.8 FEET WEST OF THE AG7477'4-FOOT DIAMETER OAK TREE IS NOW THE CONCRETE SIDEWALK. THIS MARK AG7477'SHOULD BE DECLARED DESTROYED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AL0600 *********************************************************************** AL0600 DESIGNATION - FERN AL0600 PID - AL0600 AL0600 STATE/COUNTY- FL/HILLSBOROUGH AL0600 USGS QUAD - ODESSA (1987) AL0600 AL0600 *CURRENT SURVEY CONTROL AL0600 ___________________________________________________________________ AL0600* NAD 83(1990)- 28 07 57.36592(N) 082 34 30.88445(W) ADJUSTED AL0600* NAVD 88 - 17.40 (+/-2cm) 57.1 (feet) VERTCON AL0600 ___________________________________________________________________ AL0600 LAPLACE CORR- -1.19 (seconds) DEFLEC99 AL0600 GEOID HEIGHT- -25.15 (meters) GEOID99 AL0600 AL0600 HORZ ORDER - FIRST AL0600 VERT ORDER - THIRD ? (See Below) AL0600 AL0600.The horizontal coordinates were established by classical geodetic methods AL0600.and adjusted by the National Geodetic Survey in May 1991. AL0600 AL0600.The NAVD 88 height was computed by applying the VERTCON shift value to AL0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL0600.The vertical order pertains to the NGVD 29 superseded value. AL0600 AL0600.The Laplace correction was computed from DEFLEC99 derived deflections. AL0600 AL0600.The geoid height was determined by GEOID99. AL0600 AL0600; North East Units Scale Converg. AL0600;SPC FL W - 421,036.866 143,489.968 MT 0.99998058 -0 16 16.5 AL0600;UTM 17 - 3,112,894.380 345,296.977 MT 0.99989539 -0 44 34.4 AL0600 AL0600: Primary Azimuth Mark Grid Az AL0600:SPC FL W - FERN A 178 57 10.8 AL0600:UTM 17 - FERN A 179 25 28.7 AL0600 AL0600|---------------------------------------------------------------------| AL0600| PID Reference Object Distance Geod. Az | AL0600| dddmmss.s | AL0600| CW6036 FERN RM 1 30.349 METERS 00728 | AL0600| AL0599 FERN A 412.656 METERS 1784054.3 | AL0600| CW6037 FERN RM 2 25.347 METERS 25935 | AL0600| AL0615 ODESSA GTE MICRO TOWER APPROX. 7.0 KM 3435600.7 | AL0600|---------------------------------------------------------------------| AL0600 AL0600 SUPERSEDED SURVEY CONTROL AL0600 AL0600 NAD 83(1986)- 28 07 57.37252(N) 082 34 30.89394(W) AD( ) 1 AL0600 NAD 27 - 28 07 56.32053(N) 082 34 31.54327(W) AD( ) 1 AL0600 NGVD 29 (07/19/86) 17.65 (m) 57.9 (f) LEVELING 3 AL0600 AL0600.Superseded values are not recommended for survey control. AL0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0600.See file dsdata.txt to determine how the superseded data were derived. AL0600 AL0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4529712894(NAD 83) AL0600_MARKER: DD = SURVEY DISK AL0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0600_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AL0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL0600+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2003 AL0600 AL0600 HISTORY - Date Condition Report By AL0600 HISTORY - 1982 MONUMENTED FL-057 AL0600 HISTORY - 20010330 GOOD USPSQD AL0600 HISTORY - 20020825 GOOD USPSQD AL0600 HISTORY - 20031021 GOOD USPSQD AL0600 AL0600 STATION DESCRIPTION AL0600 AL0600'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1982 (RSW) AL0600'THE STATION IS LOCATED ABOUT 3.8 MILES NORTH OF CITRUS PARK AND AL0600'ABOUT 14.4 MILES NORTHWEST OF THE INTERSECTION OF INTERSTATES 4 AND AL0600'275, ON LAND OWNED BY HILLSBOROUGH COUNTY. AL0600' AL0600'TO REACH THE STATION FROM THE ELEMENTERY SCHOOL IN CITRUS PARK GO AL0600'WEST AND NORTH ON GUNN HWY FOR 4.05 MILES (TO AZIMUTH STATION ON LEFT) AL0600'CONTINUE NORTH ON GUNN HWY FOR 0.3 MILES TO STATION ON LEFT. AL0600' AL0600'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---FERN 1981--- AL0600'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE AL0600'MONUMENT RECESSED 6 INCHES BELOW THE GROUND. LOCATED 53.1 FEET WEST AL0600'OF CENTERLINE OF GUNN HWY, AND 16.5 FEET NORTH OF FENCELINE, AND AL0600'14.2 FEET WEST OF METAL WITNESS POST AND FENCE LINE. THE UNDERGROUND AL0600'MARK IS A NAIL IN AN IRREGULAR MASS OF CONCRETE 3.8 FEET BELOW THE AL0600'SURFACE. AL0600' AL0600'REFERENCE MARK NO 1 IS A STANDARD H.C.E.D. DISK STAMPED---FERN NO 1 AL0600'1981---THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH ROUNDD AL0600'CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS LOCATED 125.6 FEET AL0600'SOUTH SOUTHEAST OF CENTER OF 18 INCH PINE TREE, AND 95.7 FEET EAST AL0600'SOUTHEAST OF CENTER OF 14 INCH OAK TREE, AND 40.4 FEET WEST OF AL0600'CENTERLINE OF GUNN HWY., AND 1.0 FEET WEST OF METAL WITNESS POST AL0600'AND FENCE LINE. AL0600' AL0600'REFENRECE MARK NO 2 IS A STANDARD H.C.E.D. DISK STAMPED---FERN NO 2 AL0600'1981---THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE AL0600'MONUMENT FLUSH WITH THE GROUND. IT IS LOCATED 136.5 FEET WEST OF AL0600'CENTERLINE OF GUNN HWY., AND 149.6 FEET SOUTH OF THE CENTER OF 14 INCH AL0600'OAK TREE, AND 105.1 FEET SOUTHEAST OF CENTER OF 18 INCH PINE TREE, AND AL0600'1.0 FOOT NORTH OF METAL WITNESS POST AND FENCE LINE. AL0600' AL0600'AZIMUTH MARK IS A STANDARD H.C.E.D. DISK STAMPED---FERN A 1981---. AL0600'IT IS LOCATED ABOUT 3.5 MI., NORTH OF CITRUS PARK AND AT THE AL0600'JUNCTION OF COUNTY ROADS 587 AND 685A. TO REACH THE POST OFFICE AL0600'IN ODESSA, GO EAST ON TARPON SPRINGS RD. FOR .05MI. TO INTERSECTION AL0600'OF GUNN HWY. TURN RIGHT AND GO SOUTH ON GUNN HWY. FOR 1.5MI. TO AL0600'STATION IN SOUTHWEST CORNER OF INTERSECTION OF GUNN HWY. AND AL0600'VAN DYKE RD. AL0600 AL0600 STATION RECOVERY (2001) AL0600 AL0600'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH) AL0600'RECOVERED IN GOOD CONDITION. AL0600 AL0600 STATION RECOVERY (2002) AL0600 AL0600'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH) AL0600'RECOVERED IN GOOD CONDITION. AL0600 AL0600 STATION RECOVERY (2003) AL0600 AL0600'RECOVERY NOTE BY US POWER SQUADRON 2003 (RAH) AL0600'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG5346 *********************************************************************** AG5346 DESIGNATION - G 3 1923 AG5346 PID - AG5346 AG5346 STATE/COUNTY- FL/HILLSBOROUGH AG5346 USGS QUAD - GANDY BRIDGE (1987) AG5346 AG5346 *CURRENT SURVEY CONTROL AG5346 ___________________________________________________________________ AG5346* NAD 83(1986)- 27 53 25. (N) 082 32 33. (W) SCALED AG5346* NAVD 88 - 2.721 (meters) 8.93 (feet) ADJUSTED AG5346 ___________________________________________________________________ AG5346 GEOID HEIGHT- -24.72 (meters) GEOID99 AG5346 DYNAMIC HT - 2.717 (meters) 8.91 (feet) COMP AG5346 MODELED GRAV- 979,182.1 (mgal) NAVD 88 AG5346 AG5346 VERT ORDER - FIRST CLASS II AG5346 AG5346.The horizontal coordinates were scaled from a topographic map and have AG5346.an estimated accuracy of +/- 6 seconds. AG5346 AG5346.The orthometric height was determined by differential leveling AG5346.and adjusted by the National Geodetic Survey in June 1991. AG5346 AG5346.The geoid height was determined by GEOID99. AG5346 AG5346.The dynamic height is computed by dividing the NAVD 88 AG5346.geopotential number by the normal gravity value computed on the AG5346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5346.degrees latitude (g = 980.6199 gals.). AG5346 AG5346.The modeled gravity was interpolated from observed gravity values. AG5346 AG5346; North East Units Estimated Accuracy AG5346;SPC FL W - 394,170. 146,590. MT (+/- 180 meters Scaled) AG5346 AG5346 SUPERSEDED SURVEY CONTROL AG5346 AG5346 NGVD 29 (??/??/92) 2.986 (m) 9.80 (f) ADJ UNCH 1 2 AG5346 AG5346.Superseded values are not recommended for survey control. AG5346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5346.See file dsdata.txt to determine how the superseded data were derived. AG5346 AG5346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL481860(NAD 83) AG5346_MARKER: DB = BENCH MARK DISK AG5346_SETTING: 30 = CURB AG5346_STAMPING: G 3 AG5346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG5346 AG5346 HISTORY - Date Condition Report By AG5346 HISTORY - UNK MONUMENTED CGS AG5346 HISTORY - 1941 GOOD NGS AG5346 HISTORY - 20031019 MARK NOT FOUND USPSQD AG5346 AG5346 STATION DESCRIPTION AG5346 AG5346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941 AG5346'3.2 MI N FROM PORT TAMPA. AG5346'ABOUT 7.25 MILES SOUTHWEST OF POST OFFICE IN TAMPA, 307.0 FEET AG5346'WEST OF EAST END OF NORTH CURB OF GANDY BRIDGE, 188.0 FEET WEST AG5346'OF LIGHT POLE B 1 AND 100.5 FEET EAST OF LIGHT POLE B 2. IT AG5346'IS A STANDARD DISC BENCH MARK, STAMPED G 3, SET FLUSH IN THE AG5346'NORTH CONCRETE CURBING. AG5346 AG5346 STATION RECOVERY (2003) AG5346 AG5346'RECOVERY NOTE BY US POWER SQUADRON 2003 (RAH) AG5346'A NEWER TWIN BRIDGE WAS BUILT SOUTH OF THE ORIGINAL GANDY BRIDGE FOR AG5346'VEHICULAR TRAFFIC. THE MOST NORTHERN BRIDGE WAS RENAMED FRIENSHIP AG5346'TRAIL BRIDGE AND IS FOR PEDESTRIAN TRAFFIC. THE SERVICE ROAD TO THE AG5346'PARKING LOT ON THE EAST END OF THE BRIDGE NO LONGER HAS CURBING. SEE AG5346'AG5345 G 3 RESET 1954 AND AG1073 G 3 RESET 1973. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG5345 *********************************************************************** AG5345 DESIGNATION - G 3 RESET 1954 AG5345 PID - AG5345 AG5345 STATE/COUNTY- FL/HILLSBOROUGH AG5345 USGS QUAD - GANDY BRIDGE (1987) AG5345 AG5345 *CURRENT SURVEY CONTROL AG5345 ___________________________________________________________________ AG5345* NAD 83(1986)- 27 53 25. (N) 082 32 33. (W) SCALED AG5345* NAVD 88 - 2.55 (meters) 8.4 (feet) RESET AG5345 ___________________________________________________________________ AG5345 GEOID HEIGHT- -24.72 (meters) GEOID99 AG5345 DYNAMIC HT - 2.55 (meters) 8.4 (feet) COMP AG5345 MODELED GRAV- 979,182.1 (mgal) NAVD 88 AG5345 AG5345 VERT ORDER - THIRD AG5345 AG5345.The horizontal coordinates were scaled from a topographic map and have AG5345.an estimated accuracy of +/- 6 seconds. AG5345 AG5345.The orthometric height was computed from unverified reset data. AG5345 AG5345.The geoid height was determined by GEOID99. AG5345 AG5345.The dynamic height is computed by dividing the NAVD 88 AG5345.geopotential number by the normal gravity value computed on the AG5345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5345.degrees latitude (g = 980.6199 gals.). AG5345 AG5345.The modeled gravity was interpolated from observed gravity values. AG5345 AG5345; North East Units Estimated Accuracy AG5345;SPC FL W - 394,170. 146,590. MT (+/- 180 meters Scaled) AG5345 AG5345 SUPERSEDED SURVEY CONTROL AG5345 AG5345 NAVD 88 (??/??/92) 2.562 (m) 8.41 (f) POSTED 3 AG5345 NGVD 29 (??/??/92) 2.827 (m) 9.27 (f) ADJ UNCH 1 1 AG5345 AG5345.Superseded values are not recommended for survey control. AG5345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5345.See file dsdata.txt to determine how the superseded data were derived. AG5345 AG5345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL481860(NAD 83) AG5345_MARKER: DJ = TIDAL STATION DISK AG5345_SETTING: 36 = BRIDGE ABUTMENT AG5345_STAMPING: G 3 RESET 1954 AG5345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG5345 AG5345 HISTORY - Date Condition Report By AG5345 HISTORY - 1954 MONUMENTED CGS AG5345 HISTORY - 1966 GOOD NGS AG5345 HISTORY - 20031019 MARK NOT FOUND USPSQD AG5345 AG5345 STATION DESCRIPTION AG5345 AG5345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG5345'0.8 MI W FROM TAMPA. AG5345'ABOUT 0.8 MILE WEST ALONG GANDY BOULEVARD FROM THE INTERSECTION AG5345'OF WEST SHORE BOULEVARD, AT THE EAST END OF GANDY BRIDGE OVER AG5345'OLD TAMPA BAY, IN THE TOP OF THE SOUTH END OF THE EAST CONCREE AG5345'ABUTMENT FOR THE SOUTH OR OLD PART OF GANDY BRIDGE, 35.5 FEET AG5345'WEST OF THE SOUTHEAST CORNER OF THE BRIDGE, 4 FEET SOUTH OF THE AG5345'SOUTH CURB OF THE BRIDGE AND ABOUT 1/2 FOOT BELOW THE LEVEL AG5345'OF THE BOULEVARD. TIDAL STA 3-39 AG5345 AG5345 STATION RECOVERY (2003) AG5345 AG5345'RECOVERY NOTE BY US POWER SQUADRON 2003 (RAH) AG5345'SEE AG1073 G 3 RESET 1973 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG1073 *********************************************************************** AG1073 DESIGNATION - G 3 RESET 1973 AG1073 PID - AG1073 AG1073 STATE/COUNTY- FL/HILLSBOROUGH AG1073 USGS QUAD - GANDY BRIDGE (1987) AG1073 AG1073 *CURRENT SURVEY CONTROL AG1073 ___________________________________________________________________ AG1073* NAD 83(1986)- 27 53 25. (N) 082 32 33. (W) SCALED AG1073* NAVD 88 - 3.47 (+/-2cm) 11.4 (feet) VERTCON AG1073 ___________________________________________________________________ AG1073 GEOID HEIGHT- -24.72 (meters) GEOID99 AG1073 AG1073 VERT ORDER - THIRD (See Below) AG1073 AG1073.The horizontal coordinates were scaled from a topographic map and have AG1073.an estimated accuracy of +/- 6 seconds. AG1073 AG1073.The NAVD 88 height was computed by applying the VERTCON shift value to AG1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG1073.The vertical order pertains to the NGVD 29 superseded value. AG1073 AG1073.The geoid height was determined by GEOID99. AG1073 AG1073; North East Units Estimated Accuracy AG1073;SPC FL W - 394,170. 146,590. MT (+/- 180 meters Scaled) AG1073 AG1073 SUPERSEDED SURVEY CONTROL AG1073 AG1073 NGVD 29 (03/12/03) 3.74 (m) 12.3 (f) RESET 3 AG1073 AG1073.Superseded values are not recommended for survey control. AG1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1073.See file dsdata.txt to determine how the superseded data were derived. AG1073 AG1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL481860(NAD 83) AG1073_MARKER: DJ = TIDAL STATION DISK AG1073_SETTING: 36 = BRIDGE AG1073_STAMPING: G 3 RESET 1973 AG1073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG1073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG1073+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2003 AG1073 AG1073 HISTORY - Date Condition Report By AG1073 HISTORY - 1973 MONUMENTED NGS AG1073 HISTORY - 20031019 GOOD USPSQD AG1073 AG1073 STATION DESCRIPTION AG1073 AG1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 AG1073'1 MI W FROM TAMPA. AG1073'1.0 MILE WEST ALONG U.S. HIGHWAY 92 (GANDY BOULEVARD) FROM AG1073'ITS JUNCTION WITH STATE ROUTE 578 (WEST SHORE BOULVEVARD) AG1073'IN SOUTHWEST TAMPA, AT THE EAST END OF THE GANDY BRIDGE OVER AG1073'OLD TAMPA BAY, IN THE TOP OF THE SOUTH CURB OF THE WEST BOUND AG1073'LANE OF THE BRIDGE, 121 FEET WEST-SOUTHWEST OF THE SOUTHEAST AG1073'CORNER OF THE BRIDGE, 13.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY AG1073'92 (WEST BOUND LANE), 1.4 FEET NORTH OF THE SOUTH SIDE OF THE AG1073'BRIDGE, 9-INCHES ABOVE THE ELEVATION OF THE FLOOR OF THE BRIDGE, AG1073'A DISK CEMENTED IN A DRILL HOLE IN THE SOUTH CURB OF THE BRIDGE. AG1073'TIDAL STA 3-39 AG1073 AG1073 STATION RECOVERY (2003) AG1073 AG1073'RECOVERY NOTE BY US POWER SQUADRON 2003 (RAH) AG1073'BRIDGE IS NOW THE MOST NORTHERN OF THREE AND WAS RENAMED FRIENDSHIP AG1073'TRAIL BRIDGE AND IS FOR PEDESTRIAN TRAFFIC ONLY. 1973 DESCRIPTION IS AG1073'ADEQUATE EXCEPT USE SERVICE ROAD TO PARKING LOT AT EAST END OF AG1073'PEDESTRIAN BRIDGE. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 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 NGVD 29 superseded value. 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 (06/09/89) 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 21, 2003 AG8898 AG8898 HISTORY - Date Condition Report By AG8898 HISTORY - 1984 MONUMENTED FL-057 AG8898 HISTORY - 20001031 GOOD FL-057 AG8898 HISTORY - 20031021 GOOD PICKET 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' AG8898 AG8898 STATION RECOVERY (2003) AG8898 AG8898'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2003 (SAK) AG8898'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG9290 *********************************************************************** AG9290 DESIGNATION - I75 M 26 AG9290 PID - AG9290 AG9290 STATE/COUNTY- FL/HILLSBOROUGH AG9290 USGS QUAD - BRANDON (1987) AG9290 AG9290 *CURRENT SURVEY CONTROL AG9290 ___________________________________________________________________ AG9290* NAD 83(1986)- 27 53 44. (N) 082 20 54. (W) SCALED AG9290* NAVD 88 - 16.444 (meters) 53.95 (feet) POSTED AG9290 ___________________________________________________________________ AG9290 GEOID HEIGHT- -24.97 (meters) GEOID99 AG9290 DYNAMIC HT - 16.420 (meters) 53.87 (feet) COMP AG9290 MODELED GRAV- 979,179.4 (mgal) NAVD 88 AG9290 AG9290 VERT ORDER - * POSTED, Code A , SEE BELOW AG9290 AG9290.The horizontal coordinates were scaled from a topographic map and have AG9290.an estimated accuracy of +/- 6 seconds. AG9290 AG9290.The orthometric height was determined by differential leveling AG9290.and adjusted by the National Geodetic Survey in 1992. AG9290.* This is a POSTED BENCH MARK height. Code A indicates a distribution AG9290.rate of 0.0 thru 1.0 mm/km. AG9290 AG9290.The geoid height was determined by GEOID99. AG9290 AG9290.The dynamic height is computed by dividing the NAVD 88 AG9290.geopotential number by the normal gravity value computed on the AG9290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG9290.degrees latitude (g = 980.6199 gals.). AG9290 AG9290.The modeled gravity was interpolated from observed gravity values. AG9290 AG9290; North East Units Estimated Accuracy AG9290;SPC FL W - 394,680. 165,710. MT (+/- 180 meters Scaled) AG9290 AG9290 SUPERSEDED SURVEY CONTROL AG9290 AG9290.No superseded survey control is available for this station. AG9290 AG9290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL672863(NAD 83) AG9290_MARKER: DD = SURVEY DISK AG9290_SETTING: 31 = CONCRETE GUARDRAIL AG9290_STAMPING: BM I 75 M 26 AG9290_MARK LOGO: FLDT AG9290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG9290 AG9290 HISTORY - Date Condition Report By AG9290 HISTORY - 1986 MONUMENTED FLDT AG9290 HISTORY - 19960420 GOOD USPSQD AG9290 HISTORY - 20031019 GOOD USPSQD AG9290 AG9290 STATION DESCRIPTION AG9290 AG9290'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1986 AG9290'11.35 MI SE FROM TAMPA. AG9290'FROM THE INTERSTATE ROUTE 75 AND STATE ROAD 60 INTERCHANGE, ABOUT 8.0 AG9290'MILES EAST OF TAMPA -- GO SOUTH ALONG INTERSTATE ROUTE 75 FOR 3.35 AG9290'MILES TO THE BLOOMINGDALE AVENUE OVERPASS AND THE MARK. IT IS SET IN AG9290'THE TOP OF THE NORTH CONCRETE GUARDRAIL OF THE OVERPASS, 23.5 FEET AG9290'NORTH OF THE CENTER OF BLOOMINGDALE AVENUE AND 2.0 FEET WEST OF THE AG9290'NORTHEAST CORNER OF THE NORTH CONCRETE HEADWALL. AG9290'THE MARK IS 3.0 FT ABOVE ROAD. AG9290 AG9290 STATION RECOVERY (1996) AG9290 AG9290'RECOVERY NOTE BY US POWER SQUADRON 1996 AG9290'RECOVERED IN GOOD CONDITION. AG9290 AG9290 STATION RECOVERY (2003) AG9290 AG9290'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG9290'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AL7868 *********************************************************************** AL7868 DESIGNATION - P 101 RESET AL7868 PID - AL7868 AL7868 STATE/COUNTY- FL/HILLSBOROUGH AL7868 USGS QUAD - CITRUS PARK (1987) AL7868 AL7868 *CURRENT SURVEY CONTROL AL7868 ___________________________________________________________________ AL7868* NAD 83(1986)- 28 03 30. (N) 082 32 03. (W) SCALED AL7868* NAVD 88 - 11.44 (meters) 37.5 (feet) RESET AL7868 ___________________________________________________________________ AL7868 GEOID HEIGHT- -25.03 (meters) GEOID99 AL7868 AL7868 VERT ORDER - THIRD AL7868 AL7868.The horizontal coordinates were scaled from a topographic map and have AL7868.an estimated accuracy of +/- 6 seconds. AL7868 AL7868.The orthometric height was computed from unverified reset data. AL7868.No vertical observational check was made to the station. AL7868 AL7868.The geoid height was determined by GEOID99. AL7868 AL7868; North East Units Estimated Accuracy AL7868;SPC FL W - 412,790. 147,490. MT (+/- 180 meters Scaled) AL7868 AL7868 SUPERSEDED SURVEY CONTROL AL7868 AL7868 NGVD 29 (03/12/03) 11.69 (m) 38.4 (f) RESET 3 AL7868 AL7868.Superseded values are not recommended for survey control. AL7868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7868.See file dsdata.txt to determine how the superseded data were derived. AL7868 AL7868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM492046(NAD 83) AL7868_MARKER: DB = BENCH MARK DISK AL7868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7868_STAMPING: P 101 RESET 1985 AL7868_MARK LOGO: NGS AL7868_PROJECTION: FLUSH AL7868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7868+STABILITY: SURFACE MOTION AL7868 AL7868 HISTORY - Date Condition Report By AL7868 HISTORY - 1985 MONUMENTED NGS AL7868 HISTORY - 20031021 MARK NOT FOUND USPSQD AL7868 AL7868 STATION DESCRIPTION AL7868 AL7868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 AL7868'5.1 KM (3.20 MI) SE FROM CITRUS PARK. AL7868'5.12 KM (3.20 MI) SOUTHEAST ALONG GUNN HIGHWAY FROM THE SCHOOL AL7868'BUILDINGS IN CITRUS PARK, 128 PACES SOUTHEAST OF THE CENTER OF AL7868'ENTRANCE ROAD TO HAMPTON PARK, 62.5 FEET (19.050 M) NORTHEAST OF GUNN AL7868'HIGHWAY AND 2.0 FEET (0.610 M) SOUTHEAST OF A POWERLINE POLE WITH GUY AL7868'WIRE. AL7868'THE MARK IS 0.3 METERS S FROM A WITNESS POST AL7868'THE MARK IS 0.6 M BELOW HIGHWAY. AL7868 AL7868 STATION RECOVERY (2003) AL7868 AL7868'RECOVERY NOTE BY US POWER SQUADRON 2003 (RAH) AL7868'128 PACES SOUTHEAST OF CENTER OF ENTRANCE TO HAMPTON PARK IS A AL7868'ENTRANCE TO HAMPTON PLAZA. MARK ASSUMED TO BE UNDER THE ENTRANCE ROAD. AL7868'THERE ARE NO POLES WITH GUY WIRES IN THIS AREA. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AL6327 *********************************************************************** AL6327 DESIGNATION - T 101 AL6327 PID - AL6327 AL6327 STATE/COUNTY- FL/HILLSBOROUGH AL6327 USGS QUAD - CITRUS PARK (1987) AL6327 AL6327 *CURRENT SURVEY CONTROL AL6327 ___________________________________________________________________ AL6327* NAD 83(1986)- 28 05 22. (N) 082 34 41. (W) SCALED AL6327* NAVD 88 - 12.829 (meters) 42.09 (feet) ADJUSTED AL6327 ___________________________________________________________________ AL6327 GEOID HEIGHT- -25.05 (meters) GEOID99 AL6327 DYNAMIC HT - 12.810 (meters) 42.03 (feet) COMP AL6327 MODELED GRAV- 979,194.9 (mgal) NAVD 88 AL6327 AL6327 VERT ORDER - SECOND CLASS 0 AL6327 AL6327.The horizontal coordinates were scaled from a topographic map and have AL6327.an estimated accuracy of +/- 6 seconds. AL6327 AL6327.The orthometric height was determined by differential leveling AL6327.and adjusted by the National Geodetic Survey in June 1991. AL6327 AL6327.The geoid height was determined by GEOID99. AL6327 AL6327.The dynamic height is computed by dividing the NAVD 88 AL6327.geopotential number by the normal gravity value computed on the AL6327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6327.degrees latitude (g = 980.6199 gals.). AL6327 AL6327.The modeled gravity was interpolated from observed gravity values. AL6327 AL6327; North East Units Estimated Accuracy AL6327;SPC FL W - 416,260. 143,190. MT (+/- 180 meters Scaled) AL6327 AL6327 SUPERSEDED SURVEY CONTROL AL6327 AL6327 NGVD 29 (??/??/92) 13.080 (m) 42.91 (f) ADJ UNCH 2 0 AL6327 AL6327.Superseded values are not recommended for survey control. AL6327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6327.See file dsdata.txt to determine how the superseded data were derived. AL6327 AL6327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM449081(NAD 83) AL6327_MARKER: DB = BENCH MARK DISK AL6327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6327_STAMPING: T 101 1942 AL6327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6327+STABILITY: SURFACE MOTION AL6327 AL6327 HISTORY - Date Condition Report By AL6327 HISTORY - 1942 MONUMENTED CGS AL6327 HISTORY - 1958 MARK NOT FOUND NGS AL6327 HISTORY - 20031021 MARK NOT FOUND USPSQD AL6327 AL6327 STATION DESCRIPTION AL6327 AL6327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AL6327'1.2 MI NW FROM CITRUS PARK. AL6327'1.2 MILES NORTHWEST ALONG GUNN HIGHWAY FROM THE PUBLIC SCHOOL AL6327'AT CITRUS PARK, HILLSBOROUGH COUNTY, 72 FEET NORTHEAST OF AL6327'TELEPHONE POLE 504, 36.5 FEET EAST OF THE CENTERLINE OF THE AL6327'HIGHWAY, 36 FEET NORTH OF A TURPENTINE PINE TREE, 12.5 FEET AL6327'SOUTHEAST OF A POWER POLE, AND 1.5 FEET WEST OF A WHITE WOODEN AL6327'WITNESS POST. SET IN THE TOP OF A CONCRETE POST PROJECTING AL6327'2 INCHES ABOVE GROUND. AL6327 AL6327 STATION RECOVERY (2003) AL6327 AL6327'RECOVERY NOTE BY US POWER SQUADRON 2003 (RAH) AL6327'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG1440 *********************************************************************** AG1440 DESIGNATION - TAMPA AMERICAN CAN CO TANK AG1440 PID - AG1440 AG1440 STATE/COUNTY- FL/HILLSBOROUGH AG1440 USGS QUAD - TAMPA (1995) AG1440 AG1440 *CURRENT SURVEY CONTROL AG1440 ___________________________________________________________________ AG1440* NAD 83(1990)- 27 57 15.89714(N) 082 25 51.29057(W) ADJUSTED AG1440* NAVD 88 - AG1440 ___________________________________________________________________ AG1440 LAPLACE CORR- -1.39 (seconds) DEFLEC99 AG1440 GEOID HEIGHT- -24.94 (meters) GEOID99 AG1440 AG1440 HORZ ORDER - THIRD AG1440 AG1440.The horizontal coordinates were established by classical geodetic methods AG1440.and adjusted by the National Geodetic Survey in May 1991. AG1440 AG1440 AG1440.The Laplace correction was computed from DEFLEC99 derived deflections. AG1440 AG1440.The geoid height was determined by GEOID99. AG1440 AG1440; North East Units Scale Converg. AG1440;SPC FL W - 401,232.436 157,598.935 MT 0.99996336 -0 12 07.2 AG1440;UTM 17 - 3,092,976.849 359,241.499 MT 0.99984455 -0 40 15.2 AG1440 AG1440 SUPERSEDED SURVEY CONTROL AG1440 AG1440 NAD 83(1986)- 27 57 15.89944(N) 082 25 51.30114(W) AD( ) 4 AG1440 NAD 27 - 27 57 14.83200(N) 082 25 51.95900(W) AD( ) 3 AG1440 AG1440.Superseded values are not recommended for survey control. AG1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1440.See file dsdata.txt to determine how the superseded data were derived. AG1440 AG1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5924192977(NAD 83) AG1440_MARKER: 53 = ELEVATED TANK AG1440 AG1440 HISTORY - Date Condition Report By AG1440 HISTORY - 1957 FIRST OBSERVED CGS AG1440 HISTORY - 1959 GOOD CGS AG1440 HISTORY - 19990306 MARK NOT FOUND USPSQD AG1440 HISTORY - 20031019 MARK NOT FOUND USPSQD AG1440 AG1440 STATION DESCRIPTION AG1440 AG1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JEW) AG1440'LOCATED IN THE SOUTHEASTERN PART OF TAMPA AT THE AMERICAN CAN AG1440'CO. PLANT APPROXIMATELY 300 FT. SOUTH OF ADAMO DR. AND 75.0 FEET AG1440'WEST OF THE CENTERLINE OF 26TH STREET. AG1440' AG1440'AN ELEVATED, ALUMINUM WATER TANK 130 FT. HIGH WITH AMERICAN AG1440'CAN CO. IN BLACK LETTERS. THE BALL ON THE TOP CENTER WAS AG1440'SIGHTED ON. AG1440 AG1440 STATION RECOVERY (1959) AG1440 AG1440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW) AG1440'THIS STATION WAS RECOVERED IN JULY 1959. THE 1957 DESCRIPTION AG1440'IS ADEQUATE. AG1440 AG1440 STATION RECOVERY (1999) AG1440 AG1440'RECOVERY NOTE BY US POWER SQUADRON 1999 AG1440'MARK NOT FOUND. AG1440 AG1440 STATION RECOVERY (2003) AG1440 AG1440'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG1440'TANK NOT FOUND. TANK NO LONGER EXISTS. THE SITE IS NOW SITE OF TAMPA AG1440'INTERNATIONAL CENTER. THIS MARK SHOULD BE DECLARED DESTROYED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG1414 *********************************************************************** AG1414 DESIGNATION - TAMPA CONTINENTAL CAN CO TANK AG1414 PID - AG1414 AG1414 STATE/COUNTY- FL/HILLSBOROUGH AG1414 USGS QUAD - TAMPA (1995) AG1414 AG1414 *CURRENT SURVEY CONTROL AG1414 ___________________________________________________________________ AG1414* NAD 83(1990)- 27 57 28.66098(N) 082 24 46.65569(W) ADJUSTED AG1414* NAVD 88 - AG1414 ___________________________________________________________________ AG1414 LAPLACE CORR- -1.48 (seconds) DEFLEC99 AG1414 GEOID HEIGHT- -24.97 (meters) GEOID99 AG1414 AG1414 HORZ ORDER - THIRD AG1414 AG1414.The horizontal coordinates were established by classical geodetic methods AG1414.and adjusted by the National Geodetic Survey in May 1991. AG1414 AG1414 AG1414.The Laplace correction was computed from DEFLEC99 derived deflections. AG1414 AG1414.The geoid height was determined by GEOID99. AG1414 AG1414; North East Units Scale Converg. AG1414;SPC FL W - 401,619.229 159,366.930 MT 0.99996155 -0 11 37.0 AG1414;UTM 17 - 3,093,349.115 361,012.387 MT 0.99983843 -0 39 45.1 AG1414 AG1414 SUPERSEDED SURVEY CONTROL AG1414 AG1414 NAD 83(1986)- 27 57 28.66414(N) 082 24 46.66539(W) AD( ) 4 AG1414 NAD 27 - 27 57 27.59000(N) 082 24 47.32900(W) AD( ) 3 AG1414 AG1414.Superseded values are not recommended for survey control. AG1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1414.See file dsdata.txt to determine how the superseded data were derived. AG1414 AG1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6101293349(NAD 83) AG1414_MARKER: 51 = TANK AG1414 AG1414 HISTORY - Date Condition Report By AG1414 HISTORY - 1957 FIRST OBSERVED CGS AG1414 HISTORY - 1959 GOOD CGS AG1414 HISTORY - 20000305 GOOD USPSQD AG1414 HISTORY - 20010331 GOOD NGS AG1414 HISTORY - 20031019 GOOD USPSQD AG1414 AG1414 STATION DESCRIPTION AG1414 AG1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JEW) AG1414'LOCATED IN THE EASTERN PART OF TAMPA APPROXIMATELY MIDWAY AG1414'BETWEEN ADAMO DRIVE AND EAST BROADWAY, AND APPROXIMATELY AG1414'600 FT. EAST OF 39TH STREET IN AN OPEN AREA SOUTHEAST OF THE AG1414'MAIN BUILDING. AG1414' AG1414'AN ELEVATED, OVAL, ALUMINUM WATER TANK, 125 FT. HIGH WITH AG1414'CONTINENTAL CAN CO. INC. IN BLACK LETTERS. THE BALL ON THE AG1414'TOP CENTER WAS SIGHTED ON. AG1414 AG1414 STATION RECOVERY (1959) AG1414 AG1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW) AG1414'THIS STATION WAS RECOVERED IN JULY 1959. THE 1957 DESCRIPTION AG1414'IS ADEQUATE. AG1414 AG1414 STATION RECOVERY (2000) AG1414 AG1414'RECOVERY NOTE BY US POWER SQUADRON 2000 AG1414'RECOVERED IN GOOD CONDITION. AG1414 AG1414 STATION RECOVERY (2001) AG1414 AG1414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG1414'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG1414 AG1414 STATION RECOVERY (2003) AG1414 AG1414'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG1414'TANK FOUND GOOD. TANK IS NOW ON PROPERTY OF NUTMEG INDUSTRIES AT 1601 AG1414'N. 39TH ST., TAMPA. IT IS A 4-LEGGED SILVER TANK WITH A ROUND TOP AND AG1414'NO LETTERING. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AG1381 *********************************************************************** AG1381 DESIGNATION - TAMPA GARCIA BROS TANK AG1381 PID - AG1381 AG1381 STATE/COUNTY- FL/HILLSBOROUGH AG1381 USGS QUAD - TAMPA (1995) AG1381 AG1381 *CURRENT SURVEY CONTROL AG1381 ___________________________________________________________________ AG1381* NAD 83(1990)- 27 58 04.88427(N) 082 26 31.86074(W) ADJUSTED AG1381* NAVD 88 - AG1381 ___________________________________________________________________ AG1381 LAPLACE CORR- -1.38 (seconds) DEFLEC99 AG1381 GEOID HEIGHT- -24.95 (meters) GEOID99 AG1381 AG1381 HORZ ORDER - THIRD AG1381 AG1381.The horizontal coordinates were established by classical geodetic methods AG1381.and adjusted by the National Geodetic Survey in May 1991. AG1381 AG1381 AG1381.The Laplace correction was computed from DEFLEC99 derived deflections. AG1381 AG1381.The geoid height was determined by GEOID99. AG1381 AG1381; North East Units Scale Converg. AG1381;SPC FL W - 402,744.305 156,495.484 MT 0.99996453 -0 12 26.6 AG1381;UTM 17 - 3,094,497.520 358,150.589 MT 0.99984835 -0 40 35.3 AG1381 AG1381 SUPERSEDED SURVEY CONTROL AG1381 AG1381 NAD 83(1986)- 27 58 04.88985(N) 082 26 31.87194(W) AD( ) 4 AG1381 NAD 27 - 27 58 03.81267(N) 082 26 32.53664(W) AD( ) 3 AG1381 AG1381.Superseded values are not recommended for survey control. AG1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1381.See file dsdata.txt to determine how the superseded data were derived. AG1381 AG1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5815194498(NAD 83) AG1381_MARKER: 51 = TANK AG1381 AG1381 HISTORY - Date Condition Report By AG1381 HISTORY - 1934 FIRST OBSERVED CGS AG1381 HISTORY - 1941 GOOD CGS AG1381 HISTORY - 1957 GOOD CGS AG1381 HISTORY - 1958 GOOD CGS AG1381 HISTORY - 20030913 GOOD USPSQD AG1381 HISTORY - 20031019 GOOD USPSQD AG1381 AG1381 STATION DESCRIPTION AG1381 AG1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA) AG1381'WATER TANK, BLACK, STEEL, ON BUILDING GARCIA AND BROTHERS, AG1381'16TH STREET AND 18TH AVENUE, TAMPA. AG1381 AG1381 STATION RECOVERY (1941) AG1381 AG1381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (KGC) AG1381'WATER TANK IS PAINTED BLACK, MADE OF STEEL AND IS ABOUT 80 FEET AG1381'HIGH. IT IS LOCATED AT THE S SIDE OF THE BUILDING OF GARCIA AG1381'AND BROTHERS. THE FACTORY IS LOCATED AT 2808 - 16TH STREET, AG1381'TAMPA, FLORIDA. PAINTED ON THE TANK IN ALUMINUM IS THE FOLLOWING, AG1381'PERFECTO GARCIA AND BROS. IT IS UNLIGHTED. AG1381 AG1381 STATION RECOVERY (1957) AG1381 AG1381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JEW) AG1381'STATION RECOVERED IN GOOD CONDITION. TANK WAS VERIFIED BY AG1381'MR. GARCIA AS BEING THE ORIGINAL TANK. REVISED DESCRIPTION AG1381'FOLLOWS-- AG1381' AG1381'LOCATED IN TAMPA, AT 2808 SIXTEENTH STREET, AT THE HAVANA AG1381'CIGAR CO. THE STATION IS THE BLACK WATER TANK ATOP THE S WING AG1381'OF THE BUILDING. THE TANK IS APPROXIMATELY 120 FT. HIGH AND HAS AG1381'THE WORDS PERFECTO GARCIA PAINTED ON THE SIDES. AG1381 AG1381 STATION RECOVERY (1958) AG1381 AG1381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW) AG1381'THIS STATION WAS RECOVERED IN MAY, 1958. IT IS LOCATED AT THE AG1381'SW CORNER OF THE INTERSECTION OF SIXTEENTH STREET AND EIGHTEENTH AG1381'AVENUE AT TAMPA. IT IS THE CENTER OF THE TOP OF A BLACK STEEL AG1381'WATER TANK AT THE PERFECTO GARCIA AND BROTHERS CIGAR COMPANY AG1381'FACTORY NO. 222. AG1381 AG1381 STATION RECOVERY (2003) AG1381 AG1381'RECOVERY NOTE BY US POWER SQUADRON 2003 (RAH) AG1381'RECOVERED IN GOOD CONDITION. AG1381 AG1381 STATION RECOVERY (2003) AG1381 AG1381'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG1381'MARK FOUND GOOD. DIRECTIONS TO THE STATION IN THE 1958 DESCRIPTION IS AG1381'GOOD, HOWEVER, THE TANK IS VERY RUSTED AND APPEARS TO HAVE BEEN AG1381'PAINTED RED AND GREEN IN COLOR. THE LETTERING 'PERFECTO GARCIA' HAS AG1381'DETERIORATED BUT IS STILL LEGIBLE. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 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 NGVD 29 superseded value. 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 (06/09/89) 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 SUITABLE FOR AG9064+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2003 AG9064 AG9064 HISTORY - Date Condition Report By AG9064 HISTORY - 1983 MONUMENTED FL-057 AG9064 HISTORY - 20001031 GOOD FL-057 AG9064 HISTORY - 20031021 GOOD PICKET 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' AG9064 AG9064 STATION RECOVERY (2003) AG9064 AG9064'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2003 (SAK) AG9064'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AL6315 *********************************************************************** AL6315 DESIGNATION - W 100 AL6315 PID - AL6315 AL6315 STATE/COUNTY- FL/HILLSBOROUGH AL6315 USGS QUAD - CITRUS PARK (1987) AL6315 AL6315 *CURRENT SURVEY CONTROL AL6315 ___________________________________________________________________ AL6315* NAD 83(1986)- 28 05 42. (N) 082 36 41. (W) SCALED AL6315* NAVD 88 - 10.834 (meters) 35.54 (feet) ADJUSTED AL6315 ___________________________________________________________________ AL6315 GEOID HEIGHT- -25.03 (meters) GEOID99 AL6315 DYNAMIC HT - 10.818 (meters) 35.49 (feet) COMP AL6315 MODELED GRAV- 979,194.5 (mgal) NAVD 88 AL6315 AL6315 VERT ORDER - FIRST CLASS II AL6315 AL6315.The horizontal coordinates were scaled from a topographic map and have AL6315.an estimated accuracy of +/- 6 seconds. AL6315 AL6315.The orthometric height was determined by differential leveling AL6315.and adjusted by the National Geodetic Survey in June 1991. AL6315 AL6315.The geoid height was determined by GEOID99. AL6315 AL6315.The dynamic height is computed by dividing the NAVD 88 AL6315.geopotential number by the normal gravity value computed on the AL6315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6315.degrees latitude (g = 980.6199 gals.). AL6315 AL6315.The modeled gravity was interpolated from observed gravity values. AL6315 AL6315; North East Units Estimated Accuracy AL6315;SPC FL W - 416,890. 139,920. MT (+/- 180 meters Scaled) AL6315 AL6315 SUPERSEDED SURVEY CONTROL AL6315 AL6315 NGVD 29 (??/??/92) 11.087 (m) 36.37 (f) ADJ UNCH 1 2 AL6315 AL6315.Superseded values are not recommended for survey control. AL6315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6315.See file dsdata.txt to determine how the superseded data were derived. AL6315 AL6315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM416087(NAD 83) AL6315_MARKER: DB = BENCH MARK DISK AL6315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6315_STAMPING: W 100 1942 AL6315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6315+STABILITY: SURFACE MOTION AL6315 AL6315 HISTORY - Date Condition Report By AL6315 HISTORY - 1942 MONUMENTED CGS AL6315 HISTORY - 1966 GOOD NGS AL6315 HISTORY - 20031021 MARK NOT FOUND USPSQD AL6315 AL6315 STATION DESCRIPTION AL6315 AL6315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AL6315'4.2 MI NW FROM CITRUS PARK. AL6315'ABOUT 2.1 MILES NORTH ALONG GUNN HIGHWAY FROM THE CITRUS PARK AL6315'ELEMENTARY SCHOOL AT CITRUS PARK, THENCE 2.15 MILES SOUTHWEST AL6315'ALONG RACE TRACK ROAD, ON THE INSIDE OF A CURVE WITH TANGENTS AL6315'EXTENDING SOUTH AND EAST, NEAR THE JUNCTION OF LIGHTSEY ROAD, AL6315'34 FEET EAST OF THE CENTER LINE OF RACE TRACK ROAD, 45.5 FEET AL6315'SOUTHEAST OF THE CENTER OF THE JUNCTION, 52 FEET SOUTH OF A AL6315'POWER POLE, 1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT AL6315'1 1/2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A AL6315'CONCRETE POST PROJECTING 0.5 FOOT. AL6315 AL6315 STATION RECOVERY (2003) AL6315 AL6315'RECOVERY NOTE BY US POWER SQUADRON 2003 (RAH) AL6315'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AL6321 *********************************************************************** AL6321 DESIGNATION - Y 100 AL6321 PID - AL6321 AL6321 STATE/COUNTY- FL/HILLSBOROUGH AL6321 USGS QUAD - CITRUS PARK (1987) AL6321 AL6321 *CURRENT SURVEY CONTROL AL6321 ___________________________________________________________________ AL6321* NAD 83(1986)- 28 06 18. (N) 082 34 43. (W) SCALED AL6321* NAVD 88 - 15.483 (meters) 50.80 (feet) ADJUSTED AL6321 ___________________________________________________________________ AL6321 GEOID HEIGHT- -25.09 (meters) GEOID99 AL6321 DYNAMIC HT - 15.460 (meters) 50.72 (feet) COMP AL6321 MODELED GRAV- 979,196.1 (mgal) NAVD 88 AL6321 AL6321 VERT ORDER - SECOND CLASS 0 AL6321 AL6321.The horizontal coordinates were scaled from a topographic map and have AL6321.an estimated accuracy of +/- 6 seconds. AL6321 AL6321.The orthometric height was determined by differential leveling AL6321.and adjusted by the National Geodetic Survey in June 1991. AL6321 AL6321.The geoid height was determined by GEOID99. AL6321 AL6321.The dynamic height is computed by dividing the NAVD 88 AL6321.geopotential number by the normal gravity value computed on the AL6321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6321.degrees latitude (g = 980.6199 gals.). AL6321 AL6321.The modeled gravity was interpolated from observed gravity values. AL6321 AL6321; North East Units Estimated Accuracy AL6321;SPC FL W - 417,980. 143,150. MT (+/- 180 meters Scaled) AL6321 AL6321 SUPERSEDED SURVEY CONTROL AL6321 AL6321 NGVD 29 (??/??/92) 15.735 (m) 51.62 (f) ADJ UNCH 2 0 AL6321 AL6321.Superseded values are not recommended for survey control. AL6321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6321.See file dsdata.txt to determine how the superseded data were derived. AL6321 AL6321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM449098(NAD 83) AL6321_MARKER: DB = BENCH MARK DISK AL6321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6321_STAMPING: Y 100 1942 AL6321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6321+STABILITY: SURFACE MOTION AL6321 AL6321 HISTORY - Date Condition Report By AL6321 HISTORY - 1942 MONUMENTED CGS AL6321 HISTORY - 1958 MARK NOT FOUND NGS AL6321 HISTORY - 20031021 MARK NOT FOUND USPSQD AL6321 AL6321 STATION DESCRIPTION AL6321 AL6321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AL6321'7.1 MI N FROM ODESSA. AL6321'IN HILLSBOROUGH COUNTY, 7.1 MILES SOUTH ALONG GUNN HIGHWAY FROM AL6321'THE POST OFFICE AT ODESSA, PASCO COUNTY, 2.2 MILES NORTH ALONG AL6321'GUNN HIGHWAY FROM THE PUBLIC SCHOOL AT CITRUS PARK, HILLSBOROUGH AL6321'COUNTY, 1.0 MILE NORTHEAST OF KEYSTONE CHURCH, AT THE T-JUNCTION AL6321'OF TAMPA SHORES ROAD, 37 FEET EAST OF THE CENTERLINE OF THE AL6321'HIGHWAY, 51 FEET NORTHEAST OF THE NORTHWEST CORNER OF A WIRE AL6321'FENCE, 37 FEET NORTHWEST OF A BLAZED 8-INCH OAK TREE, 15 FEET AL6321'NORTHEAST OF A POLE, AND 1 FOOT NORTHWEST OF A WHITE WOODEN AL6321'WITNESS POST. SET IN THE TOP OF A CONCRETE POST PROJECTING 4 AL6321'INCHES ABOVE GROUND. AL6321 AL6321 STATION RECOVERY (2003) AL6321 AL6321'RECOVERY NOTE BY US POWER SQUADRON 2003 (RAH) AL6321'TAMPA SHORES ROAD IS NOW BINDER ROAD. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AL6330 *********************************************************************** AL6330 DESIGNATION - Y 107 AL6330 PID - AL6330 AL6330 STATE/COUNTY- FL/HILLSBOROUGH AL6330 USGS QUAD - CITRUS PARK (1987) AL6330 AL6330 *CURRENT SURVEY CONTROL AL6330 ___________________________________________________________________ AL6330* NAD 83(1986)- 28 04 43. (N) 082 34 14. (W) SCALED AL6330* NAVD 88 - 13.897 (meters) 45.59 (feet) ADJUSTED AL6330 ___________________________________________________________________ AL6330 GEOID HEIGHT- -25.04 (meters) GEOID99 AL6330 DYNAMIC HT - 13.877 (meters) 45.53 (feet) COMP AL6330 MODELED GRAV- 979,194.2 (mgal) NAVD 88 AL6330 AL6330 VERT ORDER - SECOND CLASS 0 AL6330 AL6330.The horizontal coordinates were scaled from a topographic map and have AL6330.an estimated accuracy of +/- 6 seconds. AL6330 AL6330.The orthometric height was determined by differential leveling AL6330.and adjusted by the National Geodetic Survey in June 1991. AL6330 AL6330.The geoid height was determined by GEOID99. AL6330 AL6330.The dynamic height is computed by dividing the NAVD 88 AL6330.geopotential number by the normal gravity value computed on the AL6330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6330.degrees latitude (g = 980.6199 gals.). AL6330 AL6330.The modeled gravity was interpolated from observed gravity values. AL6330 AL6330; North East Units Estimated Accuracy AL6330;SPC FL W - 415,050. 143,920. MT (+/- 180 meters Scaled) AL6330 AL6330 SUPERSEDED SURVEY CONTROL AL6330 AL6330 NGVD 29 (??/??/92) 14.148 (m) 46.42 (f) ADJ UNCH 2 0 AL6330 AL6330.Superseded values are not recommended for survey control. AL6330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6330.See file dsdata.txt to determine how the superseded data were derived. AL6330 AL6330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM456069(NAD 83) AL6330_MARKER: DD = SURVEY DISK AL6330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6330_STAMPING: Y 107 AL6330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6330+STABILITY: SURFACE MOTION AL6330 AL6330 HISTORY - Date Condition Report By AL6330 HISTORY - UNK MONUMENTED FL-057 AL6330 HISTORY - 1958 MARK NOT FOUND NGS AL6330 HISTORY - 20031021 MARK NOT FOUND USPSQD AL6330 AL6330 STATION DESCRIPTION AL6330 AL6330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AL6330'0.1 MI E FROM CITRUS PARK. AL6330'AT CITRUS PARK, HILLSBOROUGH COUNTY, 0.1 MILE EAST ALONG GUNN AL6330'HIGHWAY FROM CITRUS PARK SCHOOL, AT THE JUNCTION OF EHRLICH AL6330'ROAD, 12.6 FEET NORTH OF THE CENTERLINE OF THE ROAD, 120 FEET AL6330'NORTHWEST OF A WHITE HOUSE, 78 FEET NORTHEAST OF SPIVEYS CORNER AL6330'SERVICE STATION, 36.5 FEET SOUTHEAST OF A TELEPHONE POLE, AND AL6330'31.4 FEET SOUTHWEST OF A POWER POLE. SET IN THE TOP OF A AL6330'CONCRETE POST. NOTE-- STATE SURVEY RECORDS INDICATE THAT THIS AL6330'MARK IS DESIGNATED AND STAMPED Y 197. AL6330 AL6330 STATION RECOVERY (2003) AL6330 AL6330'RECOVERY NOTE BY US POWER SQUADRON 2003 (RAH) AL6330'MARK NOT FOUND.