1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG7518 *********************************************************************** AG7518 TIDAL BM - This is a Tidal Bench Mark. AG7518 DESIGNATION - 872 6468 A TIDAL AG7518 PID - AG7518 AG7518 STATE/COUNTY- FL/HILLSBOROUGH AG7518 USGS QUAD - RUSKIN (1987) AG7518 AG7518 *CURRENT SURVEY CONTROL AG7518 ___________________________________________________________________ AG7518* NAD 83(1986)- 27 43 10. (N) 082 28 39. (W) SCALED AG7518* NAVD 88 - 0.767 (meters) 2.52 (feet) ADJUSTED AG7518 ___________________________________________________________________ AG7518 GEOID HEIGHT- -24.74 (meters) GEOID03 AG7518 DYNAMIC HT - 0.766 (meters) 2.51 (feet) COMP AG7518 MODELED GRAV- 979,161.5 (mgal) NAVD 88 AG7518 AG7518 VERT ORDER - SECOND CLASS I AG7518 AG7518.The horizontal coordinates were scaled from a topographic map and have AG7518.an estimated accuracy of +/- 6 seconds. AG7518 AG7518.The orthometric height was determined by differential leveling AG7518.and adjusted by the National Geodetic Survey in June 1991. AG7518 AG7518.This Tidal Bench Mark is designated as VM 6515 AG7518.by the Center for Operational Oceanographic Products and Services. AG7518 AG7518.The geoid height was determined by GEOID03. AG7518 AG7518.The dynamic height is computed by dividing the NAVD 88 AG7518.geopotential number by the normal gravity value computed on the AG7518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7518.degrees latitude (g = 980.6199 gals.). AG7518 AG7518.The modeled gravity was interpolated from observed gravity values. AG7518 AG7518; North East Units Estimated Accuracy AG7518;SPC FL W - 375,210. 152,910. MT (+/- 180 meters Scaled) AG7518 AG7518 SUPERSEDED SURVEY CONTROL AG7518 AG7518.No superseded survey control is available for this station. AG7518 AG7518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL543669(NAD 83) AG7518_MARKER: DJ = TIDAL STATION DISK AG7518_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AG7518_SP_SET: CONCRETE SEAWALL AG7518_STAMPING: 6468 A 1977 AG7518_MARK LOGO: NOS AG7518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7518+STABILITY: SURFACE MOTION AG7518 AG7518 HISTORY - Date Condition Report By AG7518 HISTORY - 1977 MONUMENTED NOS AG7518 HISTORY - 1982 GOOD FLDNR AG7518 HISTORY - 19910326 GOOD USPSQD AG7518 HISTORY - 20050306 MARK NOT FOUND USPSQD AG7518 AG7518 STATION DESCRIPTION AG7518 AG7518'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7518'2.8 MI WEST FROM RUSKIN. AG7518'BEGIN IN RUSKIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL AG7518'POINT ROAD, GO 2.8 MILES WEST ON SHELL POINT ROAD TO THE SHELL AG7518'POINT FISH CAMP AND THE MARK. AG7518'THE MARK BEARS 1.3 FEET WEST OF THE SOUTHEAST CORNER OF THE SEAWALL, AG7518'32.3 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A SMALL HOUSE AG7518'OVERHANGING THE WATER, AND ABOUT 200 FEET EAST-SOUTHEAST OF TIDAL AG7518'BENCH MARK NO 1 1957. AG7518 AG7518 STATION RECOVERY (1991) AG7518 AG7518'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF) AG7518'RECOVERED IN GOOD CONDITION. AG7518 AG7518 STATION RECOVERY (2005) AG7518 AG7518'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG7518'MARK WAS NOT FOUND. THE SHELL POINT FISH CAMP REFERENCED IN THE 1982 AG7518'DESCRIPTION NO LONGER EXISTS. THE AREA IS NOW THE SHELL POINT MARINA AG7518'GROUNDS. THE SITE OF THE SOUTHEAST CORNER OF THE SEAWALL REFERENCED IN AG7518'THE 1982 DESCRIPTION COULD NOT BE DETERMINED. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG7517 *********************************************************************** AG7517 TIDAL BM - This is a Tidal Bench Mark. AG7517 DESIGNATION - 872 6468 B TIDAL AG7517 PID - AG7517 AG7517 STATE/COUNTY- FL/HILLSBOROUGH AG7517 USGS QUAD - RUSKIN (1987) AG7517 AG7517 *CURRENT SURVEY CONTROL AG7517 ___________________________________________________________________ AG7517* NAD 83(1986)- 27 43 10. (N) 082 28 39. (W) SCALED AG7517* NAVD 88 - 0.663 (meters) 2.18 (feet) ADJUSTED AG7517 ___________________________________________________________________ AG7517 GEOID HEIGHT- -24.74 (meters) GEOID03 AG7517 DYNAMIC HT - 0.662 (meters) 2.17 (feet) COMP AG7517 MODELED GRAV- 979,161.5 (mgal) NAVD 88 AG7517 AG7517 VERT ORDER - SECOND CLASS I AG7517 AG7517.The horizontal coordinates were scaled from a topographic map and have AG7517.an estimated accuracy of +/- 6 seconds. AG7517 AG7517.The orthometric height was determined by differential leveling AG7517.and adjusted by the National Geodetic Survey in June 1991. AG7517 AG7517.This Tidal Bench Mark is designated as VM 6516 AG7517.by the Center for Operational Oceanographic Products and Services. AG7517 AG7517.The geoid height was determined by GEOID03. AG7517 AG7517.The dynamic height is computed by dividing the NAVD 88 AG7517.geopotential number by the normal gravity value computed on the AG7517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7517.degrees latitude (g = 980.6199 gals.). AG7517 AG7517.The modeled gravity was interpolated from observed gravity values. AG7517 AG7517; North East Units Estimated Accuracy AG7517;SPC FL W - 375,210. 152,910. MT (+/- 180 meters Scaled) AG7517 AG7517 SUPERSEDED SURVEY CONTROL AG7517 AG7517.No superseded survey control is available for this station. AG7517 AG7517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL543669(NAD 83) AG7517_MARKER: DJ = TIDAL STATION DISK AG7517_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AG7517_SP_SET: CONCRETE SEAWALL AG7517_STAMPING: 6468 B 1977 AG7517_MARK LOGO: NOS AG7517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7517+STABILITY: SURFACE MOTION AG7517 AG7517 HISTORY - Date Condition Report By AG7517 HISTORY - 1977 MONUMENTED NOS AG7517 HISTORY - 1982 GOOD FLDNR AG7517 HISTORY - 19910326 GOOD USPSQD AG7517 HISTORY - 20050306 GOOD USPSQD AG7517 AG7517 STATION DESCRIPTION AG7517 AG7517'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7517'2.8 MI WEST FROM RUSKIN. AG7517'BEGIN IN RUSKIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL AG7517'POINT ROAD, GO 2.8 MILES WEST ON SHELL POINT ROAD TO THE SHELL AG7517'POINT FISH CAMP AND THE MARK. AG7517'THE MARK BEARS 12 FEET EAST OF THE SOUTHWEST CORNER OF THE SEAWALL, AG7517'81 FEET WEST OF THE NORTHWEST CORNER OF A WOODEN DOCK, AND 16.4 AG7517'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A COVERED TABLE AREA AG7517'FOR CLEANING FISH. AG7517 AG7517 STATION RECOVERY (1991) AG7517 AG7517'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF) AG7517'RECOVERED IN GOOD CONDITION. AG7517 AG7517 STATION RECOVERY (2005) AG7517 AG7517'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG7517'MARK FOUND GOOD. THE SHELL POINT FISH CAMP REFERENCED IN THE 1982 AG7517'DESCRIPTION NO LONGER EXISTS. THE AREA IS NOW THE SHELL POINT MARINA AG7517'GROUNDS. THERE ARE SEVERAL WOODEN DOCKS IN THE AREA EAST OF THE MARK. AG7517'THE COVERED TABLE AREA FOR CLEANING FISH DESCRIBED IN THE 1982 AG7517'DESCRIPTION IS NOW A COVERED OPEN BAR AREA. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG6207 *********************************************************************** AG6207 TIDAL BM - This is a Tidal Bench Mark. AG6207 DESIGNATION - 872 6468 TIDAL 1 AG6207 PID - AG6207 AG6207 STATE/COUNTY- FL/HILLSBOROUGH AG6207 USGS QUAD - RUSKIN (1987) AG6207 AG6207 *CURRENT SURVEY CONTROL AG6207 ___________________________________________________________________ AG6207* NAD 83(1986)- 27 43 07. (N) 082 28 46. (W) SCALED AG6207* NAVD 88 - 2.935 (meters) 9.63 (feet) ADJUSTED AG6207 ___________________________________________________________________ AG6207 GEOID HEIGHT- -24.73 (meters) GEOID03 AG6207 DYNAMIC HT - 2.931 (meters) 9.62 (feet) COMP AG6207 MODELED GRAV- 979,161.5 (mgal) NAVD 88 AG6207 AG6207 VERT ORDER - FIRST CLASS I AG6207 AG6207.The horizontal coordinates were scaled from a topographic map and have AG6207.an estimated accuracy of +/- 6 seconds. AG6207 AG6207.The orthometric height was determined by differential leveling AG6207.and adjusted by the National Geodetic Survey in June 1991. AG6207.WARNING-Repeat measurements at this control monument indicate possible AG6207.vertical movement. AG6207 AG6207.This Tidal Bench Mark is designated as VM 6512 AG6207.by the Center for Operational Oceanographic Products and Services. AG6207 AG6207.The geoid height was determined by GEOID03. AG6207 AG6207.The dynamic height is computed by dividing the NAVD 88 AG6207.geopotential number by the normal gravity value computed on the AG6207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6207.degrees latitude (g = 980.6199 gals.). AG6207 AG6207.The modeled gravity was interpolated from observed gravity values. AG6207 AG6207; North East Units Estimated Accuracy AG6207;SPC FL W - 375,120. 152,720. MT (+/- 180 meters Scaled) AG6207 AG6207 SUPERSEDED SURVEY CONTROL AG6207 AG6207.No superseded survey control is available for this station. AG6207 AG6207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL541669(NAD 83) AG6207_MARKER: DJ = TIDAL STATION DISK AG6207_SETTING: 30 = SET IN A LIGHT STRUCTURE AG6207_SP_SET: BANISTER AG6207_STAMPING: NO 1 1957 AG6207_MARK LOGO: CGS AG6207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG6207 AG6207 HISTORY - Date Condition Report By AG6207 HISTORY - 1957 MONUMENTED CGS AG6207 HISTORY - 1966 GOOD NGS AG6207 HISTORY - 1982 GOOD FLDNR AG6207 HISTORY - 1990 MARK NOT FOUND USPSQD AG6207 HISTORY - 20050306 MARK NOT FOUND USPSQD AG6207 AG6207 STATION DESCRIPTION AG6207 AG6207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG6207'2.8 MI W FROM RUSKIN. AG6207'ABOUT 2.8 MILES WEST ALONG SHELL POINT ROAD FROM THE JUNCTION OF AG6207'U.S. HIGHWAY 41 AT RUSKIN, AT SHELL POINT NEAR THE SHELL POINT AG6207'FISH CAMP, NEAR THE SOUTH END OF THE SWIMMING POOL, SET IN THE AG6207'TOP OF THE BANISTER AT THE WEST END OF THE STEPS LEADING TO THE AG6207'POOL, 2 FEET SOUTH OF THE SOUTH EDGE OF THE CONCRETE SIDEWALK AG6207'AROUND THE POOL AND ABOUT 6 FEET ABOVE THE LEVEL OF THE GROUND. AG6207 AG6207 STATION RECOVERY (1982) AG6207 AG6207'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG6207'RECOVERED IN GOOD CONDITION. AG6207 AG6207 STATION RECOVERY (1990) AG6207 AG6207'RECOVERY NOTE BY US POWER SQUADRON 1990 (VAV) AG6207'MARK NOT FOUND. AG6207 AG6207 STATION RECOVERY (2005) AG6207 AG6207'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG6207'MARK WAS NOT FOUND. THE SHELL POINT FISH CAMP REFERENCED IN THE 1982 AG6207'DESCRIPTION NO LONGER EXISTS. THE AREA IS NOW THE SHELL POINT MARINA AG6207'GROUNDS. THE SWIMMING POOL AND BANISTER AT THE WEST END OF THE STEPS AG6207'LEADING TO THE POOL REFERENCED IN THE 1966 DESCRIPTION NO LONGER AG6207'EXIST. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG6208 *********************************************************************** AG6208 TIDAL BM - This is a Tidal Bench Mark. AG6208 DESIGNATION - 872 6468 TIDAL 2 AG6208 PID - AG6208 AG6208 STATE/COUNTY- FL/HILLSBOROUGH AG6208 USGS QUAD - RUSKIN (1987) AG6208 AG6208 *CURRENT SURVEY CONTROL AG6208 ___________________________________________________________________ AG6208* NAD 83(1986)- 27 43 07. (N) 082 28 46. (W) SCALED AG6208* NAVD 88 - 0.932 (meters) 3.06 (feet) ADJUSTED AG6208 ___________________________________________________________________ AG6208 GEOID HEIGHT- -24.73 (meters) GEOID03 AG6208 DYNAMIC HT - 0.931 (meters) 3.05 (feet) COMP AG6208 MODELED GRAV- 979,161.5 (mgal) NAVD 88 AG6208 AG6208 VERT ORDER - FIRST CLASS I AG6208 AG6208.The horizontal coordinates were scaled from a topographic map and have AG6208.an estimated accuracy of +/- 6 seconds. AG6208 AG6208.The orthometric height was determined by differential leveling AG6208.and adjusted by the National Geodetic Survey in June 1991. AG6208 AG6208.This Tidal Bench Mark is designated as VM 6513 AG6208.by the Center for Operational Oceanographic Products and Services. AG6208 AG6208.The geoid height was determined by GEOID03. AG6208 AG6208.The dynamic height is computed by dividing the NAVD 88 AG6208.geopotential number by the normal gravity value computed on the AG6208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6208.degrees latitude (g = 980.6199 gals.). AG6208 AG6208.The modeled gravity was interpolated from observed gravity values. AG6208 AG6208; North East Units Estimated Accuracy AG6208;SPC FL W - 375,120. 152,720. MT (+/- 180 meters Scaled) AG6208 AG6208 SUPERSEDED SURVEY CONTROL AG6208 AG6208.No superseded survey control is available for this station. AG6208 AG6208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL541669(NAD 83) AG6208_MARKER: DJ = TIDAL STATION DISK AG6208_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN AG6208+WITH SETTING: PAVEMENT AG6208_STAMPING: NO 2 1957 AG6208_MARK LOGO: CGS AG6208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6208+STABILITY: SURFACE MOTION AG6208 AG6208 HISTORY - Date Condition Report By AG6208 HISTORY - 1957 MONUMENTED CGS AG6208 HISTORY - 1966 GOOD NGS AG6208 HISTORY - 1982 GOOD FLDNR AG6208 HISTORY - 20050306 MARK NOT FOUND USPSQD AG6208 AG6208 STATION DESCRIPTION AG6208 AG6208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG6208'2.8 MI W FROM RUSKIN. AG6208'ABOUT 2.8 MILES WEST ALONG SHELL POINT ROAD FROM THE JUNCTION OF AG6208'U.S. HIGHWAY 41 AT RUSKIN, AT SHELL POINT NEAR THE SHELL POINT AG6208'FISH CAMP, IN THE TOP AT THE NORTHEAST CORNER OF THE CONCRETE FLOOR AG6208'OF THE BAIT SHED OF THE FISH CAMP, 44.4 FEET NORTH OF THE AG6208'EAST-WEST SEA WALL AND ABOUT LEVEL WITH THE GROUND. NOTE-- THE AG6208'ELEVATION OF THIS MARK SHOULD BE USED WITH CAUTION AS THE AG6208'STRUCTURE IS NOT VERY STABLE. AG6208 AG6208 STATION RECOVERY (1982) AG6208 AG6208'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG6208'RECOVERED IN GOOD CONDITION. AG6208 AG6208 STATION RECOVERY (2005) AG6208 AG6208'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG6208'MARK WAS NOT FOUND. THE SHELL POINT FISH CAMP REFERENCED IN THE 1982 AG6208'DESCRIPTION NO LONGER EXISTS. THE AREA IS NOW THE SHELL POINT MARINA AG6208'GROUNDS. THE CURRENT BAIT SHOP WAS CLOSED AT THE TIME THE MARK WAS AG6208'BEING SEARCHED FOR, SO THE CONCRETE FLOOR COULD NOT BE INSPECTED. IT AG6208'COULD NOT BE DETERMINED IF THE CURRENT BAIT SHOP IS IN THE SAME AG6208'LOCATION AS THE BAIT SHOP REFERENCED IN THE 1982 DESCRIPTION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG6206 *********************************************************************** AG6206 TIDAL BM - This is a Tidal Bench Mark. AG6206 DESIGNATION - 872 6468 TIDAL 3 AG6206 PID - AG6206 AG6206 STATE/COUNTY- FL/HILLSBOROUGH AG6206 USGS QUAD - RUSKIN (1987) AG6206 AG6206 *CURRENT SURVEY CONTROL AG6206 ___________________________________________________________________ AG6206* NAD 83(1986)- 27 43 07. (N) 082 28 47. (W) SCALED AG6206* NAVD 88 - 1.471 (meters) 4.83 (feet) ADJUSTED AG6206 ___________________________________________________________________ AG6206 GEOID HEIGHT- -24.73 (meters) GEOID03 AG6206 DYNAMIC HT - 1.469 (meters) 4.82 (feet) COMP AG6206 MODELED GRAV- 979,161.5 (mgal) NAVD 88 AG6206 AG6206 VERT ORDER - FIRST CLASS I AG6206 AG6206.The horizontal coordinates were scaled from a topographic map and have AG6206.an estimated accuracy of +/- 6 seconds. AG6206 AG6206.The orthometric height was determined by differential leveling AG6206.and adjusted by the National Geodetic Survey in June 1991. AG6206 AG6206.This Tidal Bench Mark is designated as VM 6514 AG6206.by the Center for Operational Oceanographic Products and Services. AG6206 AG6206.The geoid height was determined by GEOID03. AG6206 AG6206.The dynamic height is computed by dividing the NAVD 88 AG6206.geopotential number by the normal gravity value computed on the AG6206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6206.degrees latitude (g = 980.6199 gals.). AG6206 AG6206.The modeled gravity was interpolated from observed gravity values. AG6206 AG6206; North East Units Estimated Accuracy AG6206;SPC FL W - 375,120. 152,690. MT (+/- 180 meters Scaled) AG6206 AG6206 SUPERSEDED SURVEY CONTROL AG6206 AG6206.No superseded survey control is available for this station. AG6206 AG6206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL541669(NAD 83) AG6206_MARKER: DJ = TIDAL STATION DISK AG6206_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN AG6206+WITH SETTING: PAVEMENT AG6206_STAMPING: NO 3 1957 AG6206_MARK LOGO: CGS AG6206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6206+STABILITY: SURFACE MOTION AG6206 AG6206 HISTORY - Date Condition Report By AG6206 HISTORY - 1957 MONUMENTED CGS AG6206 HISTORY - 1966 GOOD NGS AG6206 HISTORY - 1982 GOOD FLDNR AG6206 HISTORY - 20050306 MARK NOT FOUND USPSQD AG6206 AG6206 STATION DESCRIPTION AG6206 AG6206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG6206'2.8 MI W FROM RUSKIN. AG6206'ABOUT 2.8 MILES WEST ALONG SHELL POINT ROAD FROM THE JUNCTION OF AG6206'U.S. HIGHWAY 41 AT RUSKIN, AT SHELL POINT, NEAR THE SHELL POINT AG6206'FISH CAMP, 24.5 FEET EAST OF THE SOUTHEAST CORNER OF THE STEEL AG6206'FENCE AROUND THE SWIMMING POOL, IN THE TOP OF THE NORTHEAST AG6206'CORNER OF THE CONCRETE FLOOR OF THE SHELTER AT THE SOUTH END OF AG6206'THE OLD SHUFFLE BOARD COURT, 1.7 FEET NORTH OF THE NORTHEAST AG6206'CORNER OF THE FLOOR AND ABOUT LEVEL WITH THE GROUND. AG6206 AG6206 STATION RECOVERY (1982) AG6206 AG6206'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG6206'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT THAT AG6206'THE SHUFFLE BOARD COURT IS NOW A TOMATO GARDEN, AND THE SHELTER IS AG6206'GONE, BUT THE CONCRETE FLOOR REMAINS. AG6206 AG6206 STATION RECOVERY (2005) AG6206 AG6206'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG6206'MARK WAS NOT FOUND. THE SHELL POINT FISH CAMP REFERENCED IN THE 1982 AG6206'DESCRIPTION NO LONGER EXISTS. THE AREA IS NOW THE SHELL POINT MARINA AG6206'GROUNDS. THE SITE OF THE SWIMMING POOL AND CONCRETE FLOOR OF THE AG6206'SHELTER NEAR THE OLD SHUFFLE BOARD COURT IN THE FISH CAMP REFERENCED AG6206'IN THE 1982 DESCRIPTION COULD NOT BE FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG7522 *********************************************************************** AG7522 TIDAL BM - This is a Tidal Bench Mark. AG7522 DESIGNATION - 872 6479 A TIDAL AG7522 PID - AG7522 AG7522 STATE/COUNTY- FL/HILLSBOROUGH AG7522 USGS QUAD - RUSKIN (1987) AG7522 AG7522 *CURRENT SURVEY CONTROL AG7522 ___________________________________________________________________ AG7522* NAD 83(1986)- 27 43 48. (N) 082 28 36. (W) SCALED AG7522* NAVD 88 - 1.291 (meters) 4.24 (feet) ADJUSTED AG7522 ___________________________________________________________________ AG7522 GEOID HEIGHT- -24.75 (meters) GEOID03 AG7522 DYNAMIC HT - 1.289 (meters) 4.23 (feet) COMP AG7522 MODELED GRAV- 979,162.7 (mgal) NAVD 88 AG7522 AG7522 VERT ORDER - SECOND CLASS I AG7522 AG7522.The horizontal coordinates were scaled from a topographic map and have AG7522.an estimated accuracy of +/- 6 seconds. AG7522 AG7522.The orthometric height was determined by differential leveling AG7522.and adjusted by the National Geodetic Survey in June 1991. AG7522 AG7522.This Tidal Bench Mark is designated as VM 6524 AG7522.by the Center for Operational Oceanographic Products and Services. AG7522 AG7522.The geoid height was determined by GEOID03. AG7522 AG7522.The dynamic height is computed by dividing the NAVD 88 AG7522.geopotential number by the normal gravity value computed on the AG7522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7522.degrees latitude (g = 980.6199 gals.). AG7522 AG7522.The modeled gravity was interpolated from observed gravity values. AG7522 AG7522; North East Units Estimated Accuracy AG7522;SPC FL W - 376,380. 153,000. MT (+/- 180 meters Scaled) AG7522 AG7522 SUPERSEDED SURVEY CONTROL AG7522 AG7522.No superseded survey control is available for this station. AG7522 AG7522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL544681(NAD 83) AG7522_MARKER: DJ = TIDAL STATION DISK AG7522_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AG7522_SP_SET: CONCRETE SEAWALL AG7522_STAMPING: 6479 A 1977 AG7522_MARK LOGO: NOS AG7522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7522+STABILITY: SURFACE MOTION AG7522 AG7522 HISTORY - Date Condition Report By AG7522 HISTORY - 1977 MONUMENTED NOS AG7522 HISTORY - 1982 GOOD FLDNR AG7522 HISTORY - 19910326 POOR USPSQD AG7522 HISTORY - 20050306 MARK NOT FOUND USPSQD AG7522 AG7522 STATION DESCRIPTION AG7522 AG7522'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7522'3.15 MI WEST FROM RUSKIN. AG7522'BEGIN IN RUSKIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL AG7522'POINT ROAD, GO 2.35 MILES WEST ON SHELL POINT ROAD TO THE JUNCTION AG7522'OF 32ND STREET, GO 0.3 MILE NORTH ON 32ND STREET TO THE BAHIA AG7522'BEACH RESORT ROAD, GO 0.5 MILE WEST AND NORTH ON THE RESORT ROAD AG7522'TO THE RESORT FISHING PIER AND THE MARK. AG7522'THE MARK IS SET IN THE TOP OF THE SEAWALL AT THE BEGINNING OF THE AG7522'FISHING PIER, 1 FOOT EAST OF THE WEST EDGE OF THE SEAWALL, 5 AG7522'FEET NORTH OF THE CENTERLINE OF THE WALKWAY TO THE PIER, AND AG7522'123 FEET NORTH OF TIDAL BENCH MARK 6479 B 1977. AG7522 AG7522 STATION RECOVERY (1991) AG7522 AG7522'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF) AG7522'MARK RECOVERED IN POOR CONDITION. AG7522 AG7522 STATION RECOVERY (2005) AG7522 AG7522'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG7522'MARK SEARCHED FOR BUT NOT FOUND. THE FISHING PIER IN EXISTENCE IN 1982 AG7522'HAS BEEN REPLACED AND THE OLD SEAWALL REFERENCED IN THE 1982 AG7522'DESCRIPTION IS EITHER NON-EXISTENT OR CRUMBLING. THE AREA OF THE OLD AG7522'SEAWALL IS COVERED WITH BOULDERS. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG7521 *********************************************************************** AG7521 TIDAL BM - This is a Tidal Bench Mark. AG7521 DESIGNATION - 872 6479 B TIDAL AG7521 PID - AG7521 AG7521 STATE/COUNTY- FL/HILLSBOROUGH AG7521 USGS QUAD - RUSKIN (1987) AG7521 AG7521 *CURRENT SURVEY CONTROL AG7521 ___________________________________________________________________ AG7521* NAD 83(1986)- 27 43 48. (N) 082 28 36. (W) SCALED AG7521* NAVD 88 - 1.316 (meters) 4.32 (feet) ADJUSTED AG7521 ___________________________________________________________________ AG7521 GEOID HEIGHT- -24.75 (meters) GEOID03 AG7521 DYNAMIC HT - 1.314 (meters) 4.31 (feet) COMP AG7521 MODELED GRAV- 979,162.7 (mgal) NAVD 88 AG7521 AG7521 VERT ORDER - SECOND CLASS I AG7521 AG7521.The horizontal coordinates were scaled from a topographic map and have AG7521.an estimated accuracy of +/- 6 seconds. AG7521 AG7521.The orthometric height was determined by differential leveling AG7521.and adjusted by the National Geodetic Survey in June 1991. AG7521 AG7521.This Tidal Bench Mark is designated as VM 6525 AG7521.by the Center for Operational Oceanographic Products and Services. AG7521 AG7521.The geoid height was determined by GEOID03. AG7521 AG7521.The dynamic height is computed by dividing the NAVD 88 AG7521.geopotential number by the normal gravity value computed on the AG7521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7521.degrees latitude (g = 980.6199 gals.). AG7521 AG7521.The modeled gravity was interpolated from observed gravity values. AG7521 AG7521; North East Units Estimated Accuracy AG7521;SPC FL W - 376,380. 153,000. MT (+/- 180 meters Scaled) AG7521 AG7521 SUPERSEDED SURVEY CONTROL AG7521 AG7521.No superseded survey control is available for this station. AG7521 AG7521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL544681(NAD 83) AG7521_MARKER: DJ = TIDAL STATION DISK AG7521_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AG7521_SP_SET: CONCRETE SEAWALL AG7521_STAMPING: 6479 B 1977 AG7521_MARK LOGO: NOS AG7521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7521+STABILITY: SURFACE MOTION AG7521 AG7521 HISTORY - Date Condition Report By AG7521 HISTORY - 1977 MONUMENTED NOS AG7521 HISTORY - 1982 GOOD FLDNR AG7521 HISTORY - 19910326 GOOD USPSQD AG7521 HISTORY - 20050306 MARK NOT FOUND USPSQD AG7521 AG7521 STATION DESCRIPTION AG7521 AG7521'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7521'3.15 MI WEST FROM RUSKIN. AG7521'BEGIN IN RUSKIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL AG7521'POINT ROAD, GO 2.35 MILES WEST ON SHELL POINT ROAD TO THE JUNCTION AG7521'OF 32ND STREET, GO 0.3 MILE NORTH ON 32ND STREET TO THE BAHIA AG7521'BEACH RESORT ROAD, GO 0.5 MILE WEST AND NORTH ON THE RESORT ROAD AG7521'TO THE RESORT FISHING PIER AND THE MARK. AG7521'THE MARK IS SET IN THE TOP OF THE SEAWALL NEAR THE FISHING PIER, 12 AG7521'FEET EAST OF THE JUNCTION OF THE NORTH/SOUTH AND EAST/WEST SEAWALLS, AG7521'35.8 FEET WEST OF THE EAST END OF THE EAST/WEST SEAWALL, AND 123 AG7521'FEET SOUTH OF TIDAL BENCH MARK 6479 A 1977. AG7521 AG7521 STATION RECOVERY (1991) AG7521 AG7521'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF) AG7521'RECOVERED IN GOOD CONDITION. AG7521 AG7521 STATION RECOVERY (2005) AG7521 AG7521'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG7521'MARK SEARCHED FOR BUT NOT FOUND. THE FISHING PIER IN EXISTENCE IN 1982 AG7521'HAS BEEN REPLACED AND THE OLD SEAWALL REFERENCED IN THE 1982 AG7521'DESCRIPTION IS EITHER NON-EXISTENT OR CRUMBLING. THE AREA OF THE OLD AG7521'SEAWALL IS COVERED WITH BOULDERS. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG7523 *********************************************************************** AG7523 TIDAL BM - This is a Tidal Bench Mark. AG7523 DESIGNATION - 872 6479 C TIDAL AG7523 PID - AG7523 AG7523 STATE/COUNTY- FL/HILLSBOROUGH AG7523 USGS QUAD - RUSKIN (1987) AG7523 AG7523 *CURRENT SURVEY CONTROL AG7523 ___________________________________________________________________ AG7523* NAD 83(1986)- 27 43 48. (N) 082 28 36. (W) SCALED AG7523* NAVD 88 - 1.324 (meters) 4.34 (feet) ADJUSTED AG7523 ___________________________________________________________________ AG7523 GEOID HEIGHT- -24.75 (meters) GEOID03 AG7523 DYNAMIC HT - 1.322 (meters) 4.34 (feet) COMP AG7523 MODELED GRAV- 979,162.7 (mgal) NAVD 88 AG7523 AG7523 VERT ORDER - SECOND CLASS I AG7523 AG7523.The horizontal coordinates were scaled from a topographic map and have AG7523.an estimated accuracy of +/- 6 seconds. AG7523 AG7523.The orthometric height was determined by differential leveling AG7523.and adjusted by the National Geodetic Survey in June 1991. AG7523 AG7523.This Tidal Bench Mark is designated as VM 6526 AG7523.by the Center for Operational Oceanographic Products and Services. AG7523 AG7523.The geoid height was determined by GEOID03. AG7523 AG7523.The dynamic height is computed by dividing the NAVD 88 AG7523.geopotential number by the normal gravity value computed on the AG7523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7523.degrees latitude (g = 980.6199 gals.). AG7523 AG7523.The modeled gravity was interpolated from observed gravity values. AG7523 AG7523; North East Units Estimated Accuracy AG7523;SPC FL W - 376,380. 153,000. MT (+/- 180 meters Scaled) AG7523 AG7523 SUPERSEDED SURVEY CONTROL AG7523 AG7523.No superseded survey control is available for this station. AG7523 AG7523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL544681(NAD 83) AG7523_MARKER: DJ = TIDAL STATION DISK AG7523_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AG7523_SP_SET: CONCRETE SEAWALL AG7523_STAMPING: 6479 C 1977 AG7523_MARK LOGO: NOS AG7523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7523+STABILITY: SURFACE MOTION AG7523 AG7523 HISTORY - Date Condition Report By AG7523 HISTORY - 1977 MONUMENTED NOS AG7523 HISTORY - 1982 GOOD FLDNR AG7523 HISTORY - 19910326 GOOD USPSQD AG7523 HISTORY - 20050306 MARK NOT FOUND USPSQD AG7523 AG7523 STATION DESCRIPTION AG7523 AG7523'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7523'3.15 MI WEST FROM RUSKIN. AG7523'BEGIN IN RUSKIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL AG7523'POINT ROAD, GO 2.35 MILES WEST ON SHELL POINT ROAD TO THE JUNCTION AG7523'OF 32ND STREET, GO 0.3 MILE NORTH ON 32ND STREET TO THE BAHIA AG7523'BEACH RESORT ROAD, GO 0.5 MILE WEST AND NORTH ON THE RESORT ROAD AG7523'TO THE RESORT FISHING PIER AND THE MARK. AG7523'THE MARK IS SET IN THE TOP OF THE SEAWALL NEAR THE FISHING PIER, AG7523'AT THE JUNCTION OF THE NORTH/SOUTH SEAWALL WITH AN EAST/WEST AG7523'SEAWALL, 140 FEET NORTH OF THE CENTERLINE OF THE PIER WALKWAY, AG7523'AND 47.8 FEET WEST OF THE EAST END OF THE EAST/WEST SEAWALL. AG7523 AG7523 STATION RECOVERY (1991) AG7523 AG7523'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF) AG7523'RECOVERED IN GOOD CONDITION. AG7523 AG7523 STATION RECOVERY (2005) AG7523 AG7523'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG7523'MARK SEARCHED FOR BUT NOT FOUND. THE FISHING PIER IN EXISTENCE IN 1982 AG7523'HAS BEEN REPLACED AND THE OLD SEAWALL REFERENCED IN THE 1982 AG7523'DESCRIPTION IS EITHER NON-EXISTENT OR CRUMBLING. THE AREA OF THE OLD AG7523'SEAWALL IS COVERED WITH BOULDERS. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG7520 *********************************************************************** AG7520 TIDAL BM - This is a Tidal Bench Mark. AG7520 DESIGNATION - 872 6479 G TIDAL AG7520 PID - AG7520 AG7520 STATE/COUNTY- FL/HILLSBOROUGH AG7520 USGS QUAD - RUSKIN (1987) AG7520 AG7520 *CURRENT SURVEY CONTROL AG7520 ___________________________________________________________________ AG7520* NAD 83(1986)- 27 43 23. (N) 082 28 22. (W) SCALED AG7520* NAVD 88 - 1.147 (meters) 3.76 (feet) ADJUSTED AG7520 ___________________________________________________________________ AG7520 GEOID HEIGHT- -24.75 (meters) GEOID03 AG7520 DYNAMIC HT - 1.146 (meters) 3.76 (feet) COMP AG7520 MODELED GRAV- 979,161.7 (mgal) NAVD 88 AG7520 AG7520 VERT ORDER - SECOND CLASS I AG7520 AG7520.The horizontal coordinates were scaled from a topographic map and have AG7520.an estimated accuracy of +/- 6 seconds. AG7520 AG7520.The orthometric height was determined by differential leveling AG7520.and adjusted by the National Geodetic Survey in June 1991. AG7520 AG7520.This Tidal Bench Mark is designated as VM 6527 AG7520.by the Center for Operational Oceanographic Products and Services. AG7520 AG7520.The geoid height was determined by GEOID03. AG7520 AG7520.The dynamic height is computed by dividing the NAVD 88 AG7520.geopotential number by the normal gravity value computed on the AG7520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7520.degrees latitude (g = 980.6199 gals.). AG7520 AG7520.The modeled gravity was interpolated from observed gravity values. AG7520 AG7520; North East Units Estimated Accuracy AG7520;SPC FL W - 375,610. 153,380. MT (+/- 180 meters Scaled) AG7520 AG7520 SUPERSEDED SURVEY CONTROL AG7520 AG7520.No superseded survey control is available for this station. AG7520 AG7520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL548673(NAD 83) AG7520_MARKER: DJ = TIDAL STATION DISK AG7520_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AG7520_SP_SET: STAINLESS STEEL ROD AG7520_STAMPING: 6479 G 1982 AG7520_MARK LOGO: NOS AG7520_PROJECTION: PROJECTING 5 CENTIMETERS AG7520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG7520_ROD/PIPE-DEPTH: 7.32 meters AG7520 AG7520 HISTORY - Date Condition Report By AG7520 HISTORY - 1982 MONUMENTED FLDNR AG7520 HISTORY - 19910326 POOR USPSQD AG7520 HISTORY - 20050306 MARK NOT FOUND USPSQD AG7520 AG7520 STATION DESCRIPTION AG7520 AG7520'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7520'2.5 MI WEST FROM RUSKIN. AG7520'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL POINT ROAD AG7520'IN RUSKIN, GO 2.35 MILES WEST ON SHELL POINT ROAD TO THE JUNCTION AG7520'OF 32ND STREET, GO 0.15 MILE NORTH ON 32ND STREET TO THE MARK. THE AG7520'MARK BEARS 20 FEET WEST OF THE CENTERLINE OF 32ND STREET, 15.8 AG7520'FEET EAST OF THE SECOND POWER POLE SOUTH OF A SMALL BRIDGE, ABOUT AG7520'380 FEET SOUTH OF THE SMALL BRIDGE, AND 1.3 FEET EAST OF A WITNESS AG7520'POST. AG7520 AG7520 STATION RECOVERY (1991) AG7520 AG7520'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF) AG7520'MARK RECOVERED IN POOR CONDITION. AG7520 AG7520 STATION RECOVERY (2005) AG7520 AG7520'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG7520'MARK SEARCHED FOR BUT NOT FOUND ON THIS DATE. THE SPECIFIC SITE COULD AG7520'NOT BE DETERMINED AS NO WITNESS POST NOW EXISTS. (MARK WAS FOUND IN AG7520'POOR CONDITION IN MAY, 2004 NEAR THE WITNESS POST AND WAS 6 INCHES AG7520'ABOVE GROUND AND SEVERELY BENT.) 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG7519 *********************************************************************** AG7519 TIDAL BM - This is a Tidal Bench Mark. AG7519 DESIGNATION - 872 6479 H TIDAL AG7519 PID - AG7519 AG7519 STATE/COUNTY- FL/HILLSBOROUGH AG7519 USGS QUAD - RUSKIN (1987) AG7519 AG7519 *CURRENT SURVEY CONTROL AG7519 ___________________________________________________________________ AG7519* NAD 83(1986)- 27 43 14. (N) 082 28 22. (W) SCALED AG7519* NAVD 88 - 1.206 (meters) 3.96 (feet) ADJUSTED AG7519 ___________________________________________________________________ AG7519 GEOID HEIGHT- -24.74 (meters) GEOID03 AG7519 DYNAMIC HT - 1.205 (meters) 3.95 (feet) COMP AG7519 MODELED GRAV- 979,161.4 (mgal) NAVD 88 AG7519 AG7519 VERT ORDER - SECOND CLASS I AG7519 AG7519.The horizontal coordinates were scaled from a topographic map and have AG7519.an estimated accuracy of +/- 6 seconds. AG7519 AG7519.The orthometric height was determined by differential leveling AG7519.and adjusted by the National Geodetic Survey in June 1991. AG7519 AG7519.This Tidal Bench Mark is designated as VM 6528 AG7519.by the Center for Operational Oceanographic Products and Services. AG7519 AG7519.The geoid height was determined by GEOID03. AG7519 AG7519.The dynamic height is computed by dividing the NAVD 88 AG7519.geopotential number by the normal gravity value computed on the AG7519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7519.degrees latitude (g = 980.6199 gals.). AG7519 AG7519.The modeled gravity was interpolated from observed gravity values. AG7519 AG7519; North East Units Estimated Accuracy AG7519;SPC FL W - 375,330. 153,380. MT (+/- 180 meters Scaled) AG7519 AG7519 SUPERSEDED SURVEY CONTROL AG7519 AG7519.No superseded survey control is available for this station. AG7519 AG7519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL548671(NAD 83) AG7519_MARKER: DJ = TIDAL STATION DISK AG7519_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AG7519_SP_SET: STAINLESS STEEL ROD AG7519_STAMPING: 6479 H 1982 AG7519_MARK LOGO: NOS AG7519_PROJECTION: PROJECTING 3 CENTIMETERS AG7519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG7519_ROD/PIPE-DEPTH: 6.71 meters AG7519 AG7519 HISTORY - Date Condition Report By AG7519 HISTORY - 1982 MONUMENTED FLDNR AG7519 HISTORY - 19910326 POOR USPSQD AG7519 HISTORY - 20050306 MARK NOT FOUND USPSQD AG7519 AG7519 STATION DESCRIPTION AG7519 AG7519'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7519'2.35 MI WEST FROM RUSKIN. AG7519'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL POINT ROAD AG7519'IN RUSKIN, GO 2.35 MILES WEST ON SHELL POINT ROAD TO THE JUNCTION AG7519'OF 32ND STREET AND THE MARK. THE MARK BEARS 48 FEET NORTH OF THE AG7519'CCENTERLINE OF SHELL POINT ROAD, 49.5 FEET EAST OF THE CENTERLINE OF AG7519'32ND STREET, 106.8 FEET EAST-NORTHEAST OF A POWER POLE WITH STREET AG7519'LIGHT, 16.9 FEET NORTHWEST OF THE STREET SIGN, AND 1.5 FEET SOUTHWEST AG7519'OF A WITNESS POST. AG7519 AG7519 STATION RECOVERY (1991) AG7519 AG7519'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF) AG7519'MARK RECOVERED IN POOR CONDITION. AG7519 AG7519 STATION RECOVERY (2005) AG7519 AG7519'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG7519'MARK SEARCHED FOR BUT NOT FOUND. ACCORDING TO THE 1982 DIRECTIONS, AG7519'49.5 FEET EAST OF THE CENTERLINE OF 32ND STREET AND 48 FEET NORTH OF AG7519'THE CENTERLINE OF SHELL POINT ROAD WOULD PLACE THE MARK EAST OF THE AG7519'EAST GRADER DITCH ALONG 32ND STREET AND IN WATER. MARK WAS NOT AG7519'SEARCHED FOR IN THE WATER. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG7526 *********************************************************************** AG7526 TIDAL BM - This is a Tidal Bench Mark. AG7526 DESIGNATION - 872 6492 A TIDAL AG7526 PID - AG7526 AG7526 STATE/COUNTY- FL/HILLSBOROUGH AG7526 USGS QUAD - RUSKIN (1987) AG7526 AG7526 *CURRENT SURVEY CONTROL AG7526 ___________________________________________________________________ AG7526* NAD 83(1986)- 27 44 36. (N) 082 28 04. (W) SCALED AG7526* NAVD 88 - 1.604 (meters) 5.26 (feet) ADJUSTED AG7526 ___________________________________________________________________ AG7526 GEOID HEIGHT- -24.77 (meters) GEOID03 AG7526 DYNAMIC HT - 1.602 (meters) 5.26 (feet) COMP AG7526 MODELED GRAV- 979,163.9 (mgal) NAVD 88 AG7526 AG7526 VERT ORDER - SECOND CLASS I AG7526 AG7526.The horizontal coordinates were scaled from a topographic map and have AG7526.an estimated accuracy of +/- 6 seconds. AG7526 AG7526.The orthometric height was determined by differential leveling AG7526.and adjusted by the National Geodetic Survey in June 1991. AG7526 AG7526.This Tidal Bench Mark is designated as VM 6534 AG7526.by the Center for Operational Oceanographic Products and Services. AG7526 AG7526.The geoid height was determined by GEOID03. AG7526 AG7526.The dynamic height is computed by dividing the NAVD 88 AG7526.geopotential number by the normal gravity value computed on the AG7526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7526.degrees latitude (g = 980.6199 gals.). AG7526 AG7526.The modeled gravity was interpolated from observed gravity values. AG7526 AG7526; North East Units Estimated Accuracy AG7526;SPC FL W - 377,860. 153,880. MT (+/- 180 meters Scaled) AG7526 AG7526 SUPERSEDED SURVEY CONTROL AG7526 AG7526.No superseded survey control is available for this station. AG7526 AG7526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL553696(NAD 83) AG7526_MARKER: DJ = TIDAL STATION DISK AG7526_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AG7526_SP_SET: COPPER-CLAD STEEL ROD AG7526_STAMPING: 6492 A 1977 AG7526_MARK LOGO: NOS AG7526_PROJECTION: FLUSH AG7526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG7526_ROD/PIPE-DEPTH: 14.6 meters AG7526 AG7526 HISTORY - Date Condition Report By AG7526 HISTORY - 1977 MONUMENTED NOS AG7526 HISTORY - 1982 GOOD FLDNR AG7526 HISTORY - 19910326 GOOD USPSQD AG7526 HISTORY - 20050306 GOOD USPSQD AG7526 AG7526 STATION DESCRIPTION AG7526 AG7526'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7526'3.55 MI NW FROM RUSKIN. AG7526'BEGIN AT THE RUSKIN POST OFFICE, GO 0.9 MILE NORTH ON U.S. HIGHWAY AG7526'41 TO THE INTERSECTION OF 19TH AVENUE, GO 2.3 MILES WEST ON 19TH AG7526'AVENUE TO THE ENTRANCE TO E.G. SIMMONS COUNTY PARK, GO 0.15 MILE AG7526'NORTHWEST ALONG PARK ROAD TO A DRIVE TO A PICNIC AREA, GO O.2 MILE AG7526'NORTHEAST ON THE DRIVE TO THE MARK. AG7526'THE MARK IS SET IN THE MIDDLE OF THREE PALM TREES, 117 FEET NORTHWEST AG7526'OF THE SOUTHERNMOST PICNIC SHELTER, 26 FEET NORTHEAST OF THE AG7526'CENTERLINE OF A TRACK ROAD, 1.8 FEET NORTHEAST OF THE MIDDLE PALM, AG7526'17 FEET WEST OF THE SOUTHERNMOST OF THE THREE PALMS, AND 23 FEET AG7526'EAST-SOUTHEAST OF THE NORTHERNMOST OF THE THREE PALMS. AG7526 AG7526 STATION RECOVERY (1991) AG7526 AG7526'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF) AG7526'RECOVERED IN GOOD CONDITION. AG7526 AG7526 STATION RECOVERY (2005) AG7526 AG7526'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG7526'MARK FOUND GOOD. FOLLOW THE 1982 DIRECTIONS TO THE PARK. HOWEVER, AG7526'AFTER GOING 0.15 MILE NORTHWEST ALONG THE PARK ROAD TO A DRIVE TO A AG7526'PICNIC AREA, BEAR RIGHT AT THE FORK IN THE ROAD AND GO 0.2 MILE AG7526'NORTHEAST TO THE SOUTHERNMOST PICNIC SHELTER. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG7528 *********************************************************************** AG7528 TIDAL BM - This is a Tidal Bench Mark. AG7528 DESIGNATION - 872 6492 C TIDAL AG7528 PID - AG7528 AG7528 STATE/COUNTY- FL/HILLSBOROUGH AG7528 USGS QUAD - RUSKIN (1987) AG7528 AG7528 *CURRENT SURVEY CONTROL AG7528 ___________________________________________________________________ AG7528* NAD 83(1986)- 27 44 36. (N) 082 28 04. (W) SCALED AG7528* NAVD 88 - 1.829 (meters) 6.00 (feet) ADJUSTED AG7528 ___________________________________________________________________ AG7528 GEOID HEIGHT- -24.77 (meters) GEOID03 AG7528 DYNAMIC HT - 1.826 (meters) 5.99 (feet) COMP AG7528 MODELED GRAV- 979,163.9 (mgal) NAVD 88 AG7528 AG7528 VERT ORDER - SECOND CLASS I AG7528 AG7528.The horizontal coordinates were scaled from a topographic map and have AG7528.an estimated accuracy of +/- 6 seconds. AG7528 AG7528.The orthometric height was determined by differential leveling AG7528.and adjusted by the National Geodetic Survey in June 1991. AG7528 AG7528.This Tidal Bench Mark is designated as VM 6536 AG7528.by the Center for Operational Oceanographic Products and Services. AG7528 AG7528.The geoid height was determined by GEOID03. AG7528 AG7528.The dynamic height is computed by dividing the NAVD 88 AG7528.geopotential number by the normal gravity value computed on the AG7528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7528.degrees latitude (g = 980.6199 gals.). AG7528 AG7528.The modeled gravity was interpolated from observed gravity values. AG7528 AG7528; North East Units Estimated Accuracy AG7528;SPC FL W - 377,860. 153,880. MT (+/- 180 meters Scaled) AG7528 AG7528 SUPERSEDED SURVEY CONTROL AG7528 AG7528.No superseded survey control is available for this station. AG7528 AG7528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL553696(NAD 83) AG7528_MARKER: DJ = TIDAL STATION DISK AG7528_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AG7528_SP_SET: COPPER-CLAD STEEL ROD AG7528_STAMPING: 6492 C 1977 AG7528_MARK LOGO: NOS AG7528_PROJECTION: FLUSH AG7528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG7528_ROD/PIPE-DEPTH: 14.6 meters AG7528 AG7528 HISTORY - Date Condition Report By AG7528 HISTORY - 1977 MONUMENTED NOS AG7528 HISTORY - 1982 GOOD FLDNR AG7528 HISTORY - 19910326 GOOD USPSQD AG7528 HISTORY - 20050306 MARK NOT FOUND USPSQD AG7528 AG7528 STATION DESCRIPTION AG7528 AG7528'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7528'3.55 MI NW FROM RUSKIN. AG7528'BEGIN AT THE RUSKIN POST OFFICE, GO 0.9 MILE NORTH ON U.S. HIGHWAY AG7528'41 TO THE INTERSECTION OF 19TH AVENUE, GO 2.3 MILES WEST ON 19TH AG7528'AVENUE TO THE ENTRANCE TO E.G. SIMMONS COUNTY PARK, GO 0.15 MILE AG7528'NORTHWEST ALONG PARK ROAD TO A DRIVE TO A PICNIC AREA, GO O.2 MILE AG7528'NORTHEAST ON THE DRIVE TO THE MARK. AG7528'THE MARK BEARS 2.2 FEET NORTH OF THE NORTH CORNER OF THE PAVED AG7528'PARKING LOT, 28 FEET NORTHEAST OF THE CENTERLINE OF THE PAVED DRIVE, AG7528'AND 50 FEET SOUTHEAST OF A BUSH PALM. AG7528 AG7528 STATION RECOVERY (1991) AG7528 AG7528'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF) AG7528'RECOVERED IN GOOD CONDITION. AG7528 AG7528 STATION RECOVERY (2005) AG7528 AG7528'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG7528'MARK SEARCHED FOR BUT NOT FOUND. FOLLOW THE 1982 DIRECTIONS TO THE AG7528'PARK. HOWEVER, AFTER GOING 0.15 MILE NORTHWEST ALONG THE PARK ROAD TO AG7528'A DRIVE TO A PICNIC AREA, BEAR RIGHT AT THE FORK IN THE ROAD AND GO AG7528'0.25 MILE NORTHEAST TO AN OLD PAVED PARKING LOT. THE SPECIFIC SITE AG7528'COULD NOT BE DETERMINED WITHOUT A COMPASS. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG7529 *********************************************************************** AG7529 TIDAL BM - This is a Tidal Bench Mark. AG7529 DESIGNATION - 872 6492 E TIDAL AG7529 PID - AG7529 AG7529 STATE/COUNTY- FL/HILLSBOROUGH AG7529 USGS QUAD - RUSKIN (1987) AG7529 AG7529 *CURRENT SURVEY CONTROL AG7529 ___________________________________________________________________ AG7529* NAD 83(1986)- 27 44 36. (N) 082 28 04. (W) SCALED AG7529* NAVD 88 - 1.699 (meters) 5.57 (feet) ADJUSTED AG7529 ___________________________________________________________________ AG7529 GEOID HEIGHT- -24.77 (meters) GEOID03 AG7529 DYNAMIC HT - 1.696 (meters) 5.56 (feet) COMP AG7529 MODELED GRAV- 979,163.9 (mgal) NAVD 88 AG7529 AG7529 VERT ORDER - SECOND CLASS I AG7529 AG7529.The horizontal coordinates were scaled from a topographic map and have AG7529.an estimated accuracy of +/- 6 seconds. AG7529 AG7529.The orthometric height was determined by differential leveling AG7529.and adjusted by the National Geodetic Survey in June 1991. AG7529 AG7529.This Tidal Bench Mark is designated as VM 6537 AG7529.by the Center for Operational Oceanographic Products and Services. AG7529 AG7529.The geoid height was determined by GEOID03. AG7529 AG7529.The dynamic height is computed by dividing the NAVD 88 AG7529.geopotential number by the normal gravity value computed on the AG7529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7529.degrees latitude (g = 980.6199 gals.). AG7529 AG7529.The modeled gravity was interpolated from observed gravity values. AG7529 AG7529; North East Units Estimated Accuracy AG7529;SPC FL W - 377,860. 153,880. MT (+/- 180 meters Scaled) AG7529 AG7529 SUPERSEDED SURVEY CONTROL AG7529 AG7529.No superseded survey control is available for this station. AG7529 AG7529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL553696(NAD 83) AG7529_MARKER: DJ = TIDAL STATION DISK AG7529_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AG7529_SP_SET: COPPER-CLAD STEEL ROD AG7529_STAMPING: 6492 E 1977 AG7529_MARK LOGO: NOS AG7529_PROJECTION: FLUSH AG7529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG7529_ROD/PIPE-DEPTH: 14.6 meters AG7529 AG7529 HISTORY - Date Condition Report By AG7529 HISTORY - 1977 MONUMENTED NOS AG7529 HISTORY - 1982 GOOD FLDNR AG7529 HISTORY - 19910326 GOOD USPSQD AG7529 HISTORY - 20050306 GOOD USPSQD AG7529 AG7529 STATION DESCRIPTION AG7529 AG7529'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7529'3.55 MI NW FROM RUSKIN. AG7529'BEGIN AT THE RUSKIN POST OFFICE, GO 0.9 MILE NORTH ON U.S. HIGHWAY AG7529'41 TO THE INTERSECTION OF 19TH AVENUE, GO 2.3 MILES WEST ON 19TH AG7529'AVENUE TO THE ENTRANCE TO E.G. SIMMONS COUNTY PARK, GO 0.15 MILE AG7529'NORTHWEST ALONG PARK ROAD TO A DRIVE TO A PICNIC AREA, GO O.2 MILE AG7529'NORTHEAST ON THE DRIVE TO THE MARK. AG7529'THE MARK IS ABOUT 280 FEET SOUTHEAST OF THE NORTHERNMOST PICNIC AG7529'SHELTER, 30 FEET NORTHEAST OF THE CENTERLINE OF A DIRT TRACK ROAD, AG7529'37 FEET WEST OF APPROXIMATE WATER LINE, 2.3 FEET NORTHEAST OF A AG7529'PALM TREE, AND 16 FEET SOUTH OF ANOTHER PALM. AG7529 AG7529 STATION RECOVERY (1991) AG7529 AG7529'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF) AG7529'RECOVERED IN GOOD CONDITION. AG7529 AG7529 STATION RECOVERY (2005) AG7529 AG7529'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG7529'MARK FOUND GOOD. FOLLOW THE 1982 DIRECTIONS TO THE PARK. HOWEVER, AG7529'AFTER GOING 0.15 MILE NORTHWEST ALONG THE PARK ROAD TO A DRIVE TO A AG7529'PICNIC AREA, BEAR RIGHT AT THE FORK IN THE ROAD AND GO 0.3 MILE AG7529'NORTHEAST TO THE NORTHERNMOST PICNIC SHELTER. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG7530 *********************************************************************** AG7530 TIDAL BM - This is a Tidal Bench Mark. AG7530 DESIGNATION - 872 6492 F TIDAL AG7530 PID - AG7530 AG7530 STATE/COUNTY- FL/HILLSBOROUGH AG7530 USGS QUAD - RUSKIN (1987) AG7530 AG7530 *CURRENT SURVEY CONTROL AG7530 ___________________________________________________________________ AG7530* NAD 83(1986)- 27 44 36. (N) 082 28 04. (W) SCALED AG7530* NAVD 88 - 2.090 (meters) 6.86 (feet) ADJUSTED AG7530 ___________________________________________________________________ AG7530 GEOID HEIGHT- -24.77 (meters) GEOID03 AG7530 DYNAMIC HT - 2.087 (meters) 6.85 (feet) COMP AG7530 MODELED GRAV- 979,163.9 (mgal) NAVD 88 AG7530 AG7530 VERT ORDER - SECOND CLASS I AG7530 AG7530.The horizontal coordinates were scaled from a topographic map and have AG7530.an estimated accuracy of +/- 6 seconds. AG7530 AG7530.The orthometric height was determined by differential leveling AG7530.and adjusted by the National Geodetic Survey in June 1991. AG7530 AG7530.This Tidal Bench Mark is designated as VM 6538 AG7530.by the Center for Operational Oceanographic Products and Services. AG7530 AG7530.The geoid height was determined by GEOID03. AG7530 AG7530.The dynamic height is computed by dividing the NAVD 88 AG7530.geopotential number by the normal gravity value computed on the AG7530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7530.degrees latitude (g = 980.6199 gals.). AG7530 AG7530.The modeled gravity was interpolated from observed gravity values. AG7530 AG7530; North East Units Estimated Accuracy AG7530;SPC FL W - 377,860. 153,880. MT (+/- 180 meters Scaled) AG7530 AG7530 SUPERSEDED SURVEY CONTROL AG7530 AG7530.No superseded survey control is available for this station. AG7530 AG7530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL553696(NAD 83) AG7530_MARKER: DJ = TIDAL STATION DISK AG7530_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AG7530_SP_SET: CONCRETE SLAB AG7530_STAMPING: 6492 F 1977 AG7530_MARK LOGO: NOS AG7530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7530 AG7530 HISTORY - Date Condition Report By AG7530 HISTORY - 1977 MONUMENTED NOS AG7530 HISTORY - 1982 GOOD FLDNR AG7530 HISTORY - 19910326 GOOD USPSQD AG7530 HISTORY - 20050306 GOOD USPSQD AG7530 AG7530 STATION DESCRIPTION AG7530 AG7530'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7530'3.55 MI NW FROM RUSKIN. AG7530'BEGIN AT THE RUSKIN POST OFFICE, GO 0.9 MILE NORTH ON U.S. HIGHWAY AG7530'41 TO THE INTERSECTION OF 19TH AVENUE, GO 2.3 MILES WEST ON 19TH AG7530'AVENUE TO THE ENTRANCE TO E.G. SIMMONS COUNTY PARK, GO 0.15 MILE AG7530'NORTHWEST ALONG PARK ROAD TO A DRIVE TO A PICNIC AREA, GO O.2 MILE AG7530'NORTHEAST ON THE DRIVE TO THE MARK. AG7530'THE MARK IS SET IN THE CONCRETE SLAB OF THE NORTHERNMOST PICNIC AG7530'SHELTER, 1.1 FEET WEST OF THE EAST EDGE OF THE SLAB, 1.9 FEET AG7530'SOUTH OF THE NORTH EDGE, AND 28 FEET NORTHWEST OF THE CENTERLINE AG7530'OF A DIRT TRACK ROAD. AG7530'THE MARK IS 1 FT ABOVE GROUND. AG7530 AG7530 STATION RECOVERY (1991) AG7530 AG7530'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF) AG7530'RECOVERED IN GOOD CONDITION. AG7530 AG7530 STATION RECOVERY (2005) AG7530 AG7530'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG7530'MARK FOUND GOOD. FOLLOW THE 1982 DIRECTIONS TO THE PARK. HOWEVER, AG7530'AFTER GOING 0.15 MILE NORTHWEST ALONG THE PARK ROAD TO A DRIVE TO A AG7530'PICNIC AREA, BEAR RIGHT AT THE FORK IN THE ROAD AND GO 0.3 MILE AG7530'NORTHEAST TO THE NORTHERNMOST PICNIC SHELTER. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG6209 *********************************************************************** AG6209 TIDAL BM - This is a Tidal Bench Mark. AG6209 DESIGNATION - A 262 AG6209 PID - AG6209 AG6209 STATE/COUNTY- FL/HILLSBOROUGH AG6209 USGS QUAD - RUSKIN (1987) AG6209 AG6209 *CURRENT SURVEY CONTROL AG6209 ___________________________________________________________________ AG6209* NAD 83(1986)- 27 43 07. (N) 082 28 45. (W) SCALED AG6209* NAVD 88 - 0.872 (meters) 2.86 (feet) ADJUSTED AG6209 ___________________________________________________________________ AG6209 GEOID HEIGHT- -24.73 (meters) GEOID03 AG6209 DYNAMIC HT - 0.871 (meters) 2.86 (feet) COMP AG6209 MODELED GRAV- 979,161.5 (mgal) NAVD 88 AG6209 AG6209 VERT ORDER - FIRST CLASS I AG6209 AG6209.The horizontal coordinates were scaled from a topographic map and have AG6209.an estimated accuracy of +/- 6 seconds. AG6209 AG6209.The orthometric height was determined by differential leveling AG6209.and adjusted by the National Geodetic Survey in June 1991. AG6209.WARNING-Repeat measurements at this control monument indicate possible AG6209.vertical movement. AG6209 AG6209.This Tidal Bench Mark is designated as VM 6517 AG6209.by the Center for Operational Oceanographic Products and Services. AG6209 AG6209.The geoid height was determined by GEOID03. AG6209 AG6209.The dynamic height is computed by dividing the NAVD 88 AG6209.geopotential number by the normal gravity value computed on the AG6209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6209.degrees latitude (g = 980.6199 gals.). AG6209 AG6209.The modeled gravity was interpolated from observed gravity values. AG6209 AG6209; North East Units Estimated Accuracy AG6209;SPC FL W - 375,120. 152,750. MT (+/- 180 meters Scaled) AG6209 AG6209 SUPERSEDED SURVEY CONTROL AG6209 AG6209 NGVD 29 (??/??/92) 1.168 (m) 3.83 (f) ADJ UNCH 1 1 AG6209 AG6209.Superseded values are not recommended for survey control. AG6209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6209.See file dsdata.txt to determine how the superseded data were derived. AG6209 AG6209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL541669(NAD 83) AG6209_MARKER: DB = BENCH MARK DISK AG6209_SETTING: 30 = SET IN A LIGHT STRUCTURE AG6209_SP_SET: CONCRETE WALL AG6209_STAMPING: A 262 1966 AG6209_MARK LOGO: CGS AG6209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG6209 AG6209 HISTORY - Date Condition Report By AG6209 HISTORY - 1966 MONUMENTED CGS AG6209 HISTORY - 1982 GOOD FLDNR AG6209 HISTORY - 20050306 GOOD USPSQD AG6209 AG6209 STATION DESCRIPTION AG6209 AG6209'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 AG6209'2.8 MI W FROM RUSKIN. AG6209'ABOUT 2.8 MILES WEST ALONG SHELL POINT ROAD FROM THE JUNCTION OF AG6209'U.S. HIGHWAY 41 AT RUSKIN, AT SHELL POINT NEAR THE SHELL POINT AG6209'FISH CAMP, SET IN THE TOP OF THE CONCRETE WALL ALONG THE NORTH AG6209'SIDE OF THE BOAT RAMP, 6.4 FEET EAST OF THE WEST FACE OF THE SEA AG6209'WALL, 6.5 FEET WEST OF THE EAST END OF THE WALL AND ABOUT LEVEL AG6209'WITH THE GROUND. AG6209 AG6209 STATION RECOVERY (1982) AG6209 AG6209'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG6209'RECOVERED IN GOOD CONDITION. AG6209 AG6209 STATION RECOVERY (2005) AG6209 AG6209'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG6209'MARK FOUND GOOD. THE SHELL POINT FISH CAMP REFERENCED IN THE 1982 AG6209'DESCRIPTION NO LONGER EXISTS. THE AREA IS NOW THE SHELL POINT MARINA AG6209'GROUNDS. THE BOAT RAMP IS NEAR THE CURRENT BAIT SHOP. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG8779 *********************************************************************** AG8779 DESIGNATION - DR A AG8779 PID - AG8779 AG8779 STATE/COUNTY- FL/HILLSBOROUGH AG8779 USGS QUAD - DOVER (1987) AG8779 AG8779 *CURRENT SURVEY CONTROL AG8779 ___________________________________________________________________ AG8779* NAD 83(1990)- 27 57 26.16653(N) 082 13 10.96799(W) ADJUSTED AG8779* NAVD 88 - 23.15 (+/-2cm) 76.0 (feet) VERTCON AG8779 ___________________________________________________________________ AG8779 LAPLACE CORR- -1.78 (seconds) DEFLEC99 AG8779 GEOID HEIGHT- -25.29 (meters) GEOID03 AG8779 AG8779 HORZ ORDER - SECOND AG8779 VERT ORDER - THIRD ? (See Below) AG8779 AG8779.The horizontal coordinates were established by classical geodetic methods AG8779.and adjusted by the National Geodetic Survey in May 1991. AG8779 AG8779.The NAVD 88 height was computed by applying the VERTCON shift value to AG8779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8779.The vertical order pertains to the NGVD 29 superseded value. AG8779 AG8779.The Laplace correction was computed from DEFLEC99 derived deflections. AG8779 AG8779.The geoid height was determined by GEOID03. AG8779 AG8779; North East Units Scale Factor Converg. AG8779;SPC FL W - 401,493.228 178,381.309 MT 0.99994694 -0 06 10.8 AG8779;UTM 17 - 3,093,067.549 380,022.318 MT 0.99977767 -0 34 18.8 AG8779 AG8779! - Elev Factor x Scale Factor = Combined Factor AG8779!SPC FL W - 1.00000034 x 0.99994694 = 0.99994728 AG8779!UTM 17 - 1.00000034 x 0.99977767 = 0.99977801 AG8779 AG8779 SUPERSEDED SURVEY CONTROL AG8779 AG8779 NAD 83(1986)- 27 57 26.17543(N) 082 13 10.98936(W) AD( ) 2 AG8779 NGVD 29 (06/09/89) 23.44 (m) 76.9 (f) LEVELING 3 AG8779 AG8779.Superseded values are not recommended for survey control. AG8779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8779.See file dsdata.txt to determine how the superseded data were derived. AG8779 AG8779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8002293068(NAD 83) AG8779_MARKER: DH = HORIZONTAL CONTROL DISK AG8779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8779_SP_SET: SET IN TOP OF CONCRETE MONUMENT AG8779_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG8779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8779+STABILITY: SURFACE MOTION AG8779 AG8779 HISTORY - Date Condition Report By AG8779 HISTORY - 1983 MONUMENTED FL-057 AG8779 HISTORY - 20050319 MARK NOT FOUND USPSQD AG8779 AG8779 STATION DESCRIPTION AG8779 AG8779'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG8779'THE STATION IS LOCATED ABOUT 15 MILES EAST NORTHEAST OF THE AG8779'INTERSECTION OF INTERSTATES 4 AND 275. ABOUT 1.5 MILES NORTH OF AG8779'HWY 60. AG8779' AG8779'TO REACH THE STATION FROM THE INTERSECTION OF HWY 60 AND HWY 301 AG8779'PROCEED EAST OF HWY 60 ABOUT 8 MILES TO THE INTERSECTION WITH SOUTH AG8779'DOVER ROAD, TURN NORTH ON SOUTH DOVER ROAD, PROCEED NORTH ON SOUTH AG8779'DOVER ROAD FOR 1.5 MILES TO THE INTERSECTION WITH SALEM CHURCH ROAD. AG8779'STATION IS ON THE LEFT SIDE OF THE ROAD. AG8779' AG8779'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---DR-A---SET INTO THE AG8779'THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT RECESSED 4 INCHES BELOW AG8779'THE GROUND, LOCATED 4 FEET EAST OF A 4 FOOT BARBED WIRE FENCE, 68.3 AG8779'FEET NORTH NORTHWEST OF A RAIL ROAD SIGNAL CONCRETE BASE, 75.3 FEET AG8779'NORTH NORTHEAST OFA RAIL ROAD TELEPHONE POLE, 83.5 FEET NORTHWEST OF AG8779'THE NORTH RAIL AND CENTERLINE OF SOUTH DOVER ROAD, 110.55 FEET WEST AG8779'SOUTHWEST OF A 24 INCH OAK TREE, 29 FEET EAST OF THE CENTERLINE OF AG8779'SOUTH DOVER ROAD. THERE IS NO UNDERGROUND MARK, STATION IS A COUNTY AG8779'TRAVERSE. AG8779 AG8779 STATION RECOVERY (2005) AG8779 AG8779'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG8779'MARK SEARCHED FOR AT LENGTH BUT NOT FOUND. THE SPECIFIC SITE COULD NOT AG8779'BE DETERMINED. NO BARBED WIRE FENCE NOW EXISTS. A NEW CONCRETE CURB AG8779'HAS BEEN PUT IN AT THE SW CORNER OF THE INTERSECTION OF DOVER ROAD AND AG8779'SALEM CHURCH ROAD. THE MARK COULD HAVE BEEN DESTROYED DURING THE CURB AG8779'CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 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- -25.27 (meters) GEOID03 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 GEOID03. AG8780 AG8780; North East Units Scale Factor 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! - Elev Factor x Scale Factor = Combined Factor AG8780!SPC FL W - 1.00000065 x 0.99994881 = 0.99994946 AG8780!UTM 17 - 1.00000065 x 0.99978742 = 0.99978807 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_SP_SET: 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 HISTORY - 20050312 GOOD USPSQD 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. AG8780 AG8780 STATION RECOVERY (2005) AG8780 AG8780'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG8780'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 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- -25.26 (meters) GEOID03 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 GEOID03. AG8782 AG8782; North East Units Scale Factor 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! - Elev Factor x Scale Factor = Combined Factor AG8782!SPC FL W - 1.00000034 x 0.99994881 = 0.99994915 AG8782!UTM 17 - 1.00000034 x 0.99978740 = 0.99978774 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_SP_SET: 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 HISTORY - 20050312 MARK NOT FOUND USPSQD 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. AG8782 AG8782 STATION RECOVERY (2005) AG8782 AG8782'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG8782'MARK SEARCHED FOR BUT NOT FOUND. NO WITNESS POST EXISTS. THE SPECIFIC AG8782'SITE COULD NOT BE DETERMINED. THE 1983 DIRECTIONS DO NOT COINCIDE WITH AG8782'THE AREA. 16 FEET EAST OF THE CENTERLINE OF VALRICO ROAD IS NOW AN AG8782'EASTBOUND TURN LANE AND THE MARK WOULD BE BENEATH THE PAVEMENT. THE AG8782'GATE IS APPROXIMATELY 50 FEET EAST OF THE CENTER OF VALRICO RD. THESE AG8782'TWO REFERENCES ARE CONTRADICTORY. THE DRIVE LEADING TO THE GATE IS NOW AG8782'CONCRETE. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 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- -25.30 (meters) GEOID03 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 GEOID03. AG8783 AG8783; North East Units Scale Factor 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! - Elev Factor x Scale Factor = Combined Factor AG8783!SPC FL W - 0.99999987 x 0.99994748 = 0.99994735 AG8783!UTM 17 - 0.99999987 x 0.99978058 = 0.99978045 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_SP_SET: 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 HISTORY - 20050312 MARK NOT FOUND USPSQD 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. AG8783 AG8783 STATION RECOVERY (2005) AG8783 AG8783'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG8783'MARK SEARCHED FOR AT LENGTH BUT NOT FOUND. THE WITNESS POST AND BARBED AG8783'WIRE FENCE AS STATED IN THE 1983 DESCRIPTION NO LONGER EXISTS. 34 FEET AG8783'SOUTH OF THE CENTERLINE OF SYDNEY-VALRICO ROAD IS ON A HIGH BANK AND AG8783'DIFFICULT TO REACH. THE SPECIFIC LOCATION COULD NOT BE DETERMINED. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG8784 *********************************************************************** AG8784 DESIGNATION - DR CC AG8784 PID - AG8784 AG8784 STATE/COUNTY- FL/HILLSBOROUGH AG8784 USGS QUAD - BRANDON (1987) AG8784 AG8784 *CURRENT SURVEY CONTROL AG8784 ___________________________________________________________________ AG8784* NAD 83(1990)- 27 57 21.03857(N) 082 15 09.97733(W) ADJUSTED AG8784* NAVD 88 - 14.95 (+/-2cm) 49.0 (feet) VERTCON AG8784 ___________________________________________________________________ AG8784 LAPLACE CORR- -1.55 (seconds) DEFLEC99 AG8784 GEOID HEIGHT- -25.24 (meters) GEOID03 AG8784 AG8784 HORZ ORDER - SECOND AG8784 VERT ORDER - THIRD ? (See Below) AG8784 AG8784.The horizontal coordinates were established by classical geodetic methods AG8784.and adjusted by the National Geodetic Survey in May 1991. AG8784 AG8784.The NAVD 88 height was computed by applying the VERTCON shift value to AG8784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8784.The vertical order pertains to the NGVD 29 superseded value. AG8784 AG8784.The Laplace correction was computed from DEFLEC99 derived deflections. AG8784 AG8784.The geoid height was determined by GEOID03. AG8784 AG8784; North East Units Scale Factor Converg. AG8784;SPC FL W - 401,341.671 175,128.215 MT 0.99994881 -0 07 06.6 AG8784;UTM 17 - 3,092,942.638 376,768.630 MT 0.99978743 -0 35 14.5 AG8784 AG8784! - Elev Factor x Scale Factor = Combined Factor AG8784!SPC FL W - 1.00000162 x 0.99994881 = 0.99995043 AG8784!UTM 17 - 1.00000162 x 0.99978743 = 0.99978905 AG8784 AG8784 SUPERSEDED SURVEY CONTROL AG8784 AG8784 NAD 83(1986)- 27 57 21.04796(N) 082 15 09.99857(W) AD( ) 2 AG8784 NGVD 29 (06/09/89) 15.25 (m) 50.0 (f) LEVELING 3 AG8784 AG8784.Superseded values are not recommended for survey control. AG8784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8784.See file dsdata.txt to determine how the superseded data were derived. AG8784 AG8784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7676992943(NAD 83) AG8784_MARKER: DE = TRAVERSE STATION DISK AG8784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8784_SP_SET: SET IN TOP OF CONCRETE MONUMENT AG8784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8784+STABILITY: SURFACE MOTION AG8784 AG8784 HISTORY - Date Condition Report By AG8784 HISTORY - 1983 MONUMENTED FL-057 AG8784 HISTORY - 20050312 MARK NOT FOUND USPSQD AG8784 AG8784 STATION DESCRIPTION AG8784 AG8784'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG8784'THE STATION IS LOCATED ON VALRICO ROAD NORTH OF STATE ROAD 60. AG8784' AG8784'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 60 AND AG8784'VALRICO ROAD, PROCEED NORTH ON VALRICO ROAD FOR 1.25 MILES TO STATION AG8784'ON THE EASTSIDE OF THE ROAD. AG8784' AG8784'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---DR-CC---SET INTO THE AG8784'TOP 0F A 10 INCH ROUND CONCRETE MONUMENT RECESSED 6 INCHES BELOW THE AG8784'GROUND, LOCATED 14.2 FEET EAST OF THE CENTERLINE OF VALRICO ROAD, 16 AG8784'FEET EAST OF A 6 INCH PINE TREE, 61 FEET SOUTHWEST OF A POWER POLE, 13 AG8784'FEET NORTHWEST OF A PIPE UNDER A DIRT ROAD, 2.7 FEET WEST OF A WITNESS AG8784'POST. THERE IS NO UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE. AG8784 AG8784 STATION RECOVERY (2005) AG8784 AG8784'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG8784'MARK SEARCHED FOR BUT NOT FOUND. THE WITNESS POST, THE PINE TREE 16 AG8784'FEET EAST, THE PIPE UNDER A DIRT ROAD, AND THE POWER POLE 61 FEET AG8784'NORTHEAST REFERENCED IN THE 1983 DESCRIPTION NO LONGER EXIST DUE TO AG8784'VALRICO OAKS HOUSING DEVELOPMENT 1.25 MILES NORTH OF STATE RD 60 ON AG8784'VALRICO ROAD BUILT WITH NEW ROAD SHOULDERS. VALRICO ROAD HAS ALSO BEEN AG8784'RESURFACED. THE SPECIFIC LOCATION COULD NOT BE DETERMINED. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG8785 *********************************************************************** AG8785 DESIGNATION - DR D AG8785 PID - AG8785 AG8785 STATE/COUNTY- FL/HILLSBOROUGH AG8785 USGS QUAD - DOVER (1987) AG8785 AG8785 *CURRENT SURVEY CONTROL AG8785 ___________________________________________________________________ AG8785* NAD 83(1990)- 27 58 14.32654(N) 082 14 02.67769(W) ADJUSTED AG8785* NAVD 88 - 22.25 (+/-2cm) 73.0 (feet) VERTCON AG8785 ___________________________________________________________________ AG8785 LAPLACE CORR- -1.70 (seconds) DEFLEC99 AG8785 GEOID HEIGHT- -25.30 (meters) GEOID03 AG8785 AG8785 HORZ ORDER - THIRD AG8785 VERT ORDER - THIRD ? (See Below) AG8785 AG8785.The horizontal coordinates were established by classical geodetic methods AG8785.and adjusted by the National Geodetic Survey in May 1991. AG8785 AG8785.The NAVD 88 height was computed by applying the VERTCON shift value to AG8785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8785.The vertical order pertains to the NGVD 29 superseded value. AG8785 AG8785.The Laplace correction was computed from DEFLEC99 derived deflections. AG8785 AG8785.The geoid height was determined by GEOID03. AG8785 AG8785; North East Units Scale Factor Converg. AG8785;SPC FL W - 402,978.283 176,970.818 MT 0.99994772 -0 06 35.2 AG8785;UTM 17 - 3,094,563.848 378,624.264 MT 0.99978183 -0 34 44.0 AG8785 AG8785! - Elev Factor x Scale Factor = Combined Factor AG8785!SPC FL W - 1.00000048 x 0.99994772 = 0.99994820 AG8785!UTM 17 - 1.00000048 x 0.99978183 = 0.99978231 AG8785 AG8785 SUPERSEDED SURVEY CONTROL AG8785 AG8785 NAD 83(1986)- 27 58 14.33545(N) 082 14 02.69845(W) AD( ) 3 AG8785 NGVD 29 (06/09/89) 22.53 (m) 73.9 (f) LEVELING 3 AG8785 AG8785.Superseded values are not recommended for survey control. AG8785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8785.See file dsdata.txt to determine how the superseded data were derived. AG8785 AG8785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7862494564(NAD 83) AG8785_MARKER: DE = TRAVERSE STATION DISK AG8785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8785_SP_SET: SET IN TOP OF CONCRETE MONUMENT AG8785_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG8785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8785+STABILITY: SURFACE MOTION AG8785 AG8785 HISTORY - Date Condition Report By AG8785 HISTORY - 1983 MONUMENTED FL-057 AG8785 HISTORY - 20050312 GOOD USPSQD AG8785 AG8785 STATION DESCRIPTION AG8785 AG8785'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG8785'STATION LOCATED 5 MILES EAST SOUTHEAST OF THE INTERSECTION OF AG8785'INTERSTATES 4 AND 75 AND 2.4 MILES NORTH OF HWY 60. AG8785' AG8785'TO REACH THE STATION FROM THE INTERSECTION OF HWY 60 AND HWY 301 AG8785'PROCEED EAST ON HWY 60 ABOUT 4.5 MILES TO THE INTERSECTION WITH AG8785'KINGSWAY ROAD, THEN NORTH ON KINGSWAY 2.5 MILES TO THE INTERSECTION AG8785'WITH WHEELER ROAD, THEN EAST ON WHEELER ROAD 2.6 MILES TO THE AG8785'INTERSECTION WITH GALLAGHER ROAD, THEN SOUTH ON GALLAGHER 0.3 MILES TO AG8785'STATION ON LEFT. AG8785' AG8785'STATION IS A STANDARD H.C.E.D. DISK STAMPED---DR-D---. THE SURFACE AG8785'DISK IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT RECESSED AG8785'FOUR INCHES BELOW THE GROUND, LOCATED 10 FEET SOUTHWEST OF A POWER AG8785'POLE, 16 FEET WEST OF A BARBED WIRE FENCE, 32.2 FEET NORTHWEST OF A AG8785'12 INCH OAK TREE, 17 FEET EAST OF THE CENTERLINE OF GALLAGHER ROAD, AG8785'15.5 FEET WEST OF A METAL WITNESS POST. THERE IS NO UNDERGROUND MARK, AG8785'STATION IS A COUNTY TRAVERSE. AG8785 AG8785 STATION RECOVERY (2005) AG8785 AG8785'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG8785'MARK FOUND GOOD. THE 12-INCH OAK TREE REFERENCED IN THE 1983 AG8785'DESCRIPTION IS NOW A 30-INCH OAK TREE. THE MARK IS 21 FEET SOUTHWEST AG8785'OF POWER POLE 32434-42206, NOT 10 FEET SOUTHWEST OF A POWER POLE. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 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- -25.31 (meters) GEOID03 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 GEOID03. AG8786 AG8786; North East Units Scale Factor 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! - Elev Factor x Scale Factor = Combined Factor AG8786!SPC FL W - 1.00000079 x 0.99994773 = 0.99994852 AG8786!UTM 17 - 1.00000079 x 0.99978186 = 0.99978265 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_SP_SET: 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 HISTORY - 20050312 GOOD USPSQD 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. AG8786 AG8786 STATION RECOVERY (2005) AG8786 AG8786'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG8786'MARK FOUND GOOD. THE MARK IS 3 FEET SOUTH OF THE WHEELER ROAD STREET AG8786'SIGN. THE POWER POLES REFERENCED IN THE 1983 DESCRIPTION ARE NUMBERED. AG8786'29 FEET EAST OF POWER POLE 32428-42328, 40.6 FEET WEST OF POWER POLE AG8786'32432-42328, 6.40 FEET SOUTHEAST OF POWER POINT 447 101 12. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG8787 *********************************************************************** AG8787 DESIGNATION - DR F AG8787 PID - AG8787 AG8787 STATE/COUNTY- FL/HILLSBOROUGH AG8787 USGS QUAD - DOVER (1987) AG8787 AG8787 *CURRENT SURVEY CONTROL AG8787 ___________________________________________________________________ AG8787* NAD 83(1990)- 27 58 27.44082(N) 082 14 27.11012(W) ADJUSTED AG8787* NAVD 88 - 19.83 (+/-2cm) 65.1 (feet) VERTCON AG8787 ___________________________________________________________________ AG8787 LAPLACE CORR- -1.68 (seconds) DEFLEC99 AG8787 GEOID HEIGHT- -25.30 (meters) GEOID03 AG8787 AG8787 HORZ ORDER - THIRD AG8787 VERT ORDER - THIRD ? (See Below) AG8787 AG8787.The horizontal coordinates were established by classical geodetic methods AG8787.and adjusted by the National Geodetic Survey in May 1991. AG8787 AG8787.The NAVD 88 height was computed by applying the VERTCON shift value to AG8787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8787.The vertical order pertains to the NGVD 29 superseded value. AG8787 AG8787.The Laplace correction was computed from DEFLEC99 derived deflections. AG8787 AG8787.The geoid height was determined by GEOID03. AG8787 AG8787; North East Units Scale Factor Converg. AG8787;SPC FL W - 403,383.257 176,303.908 MT 0.99994810 -0 06 46.7 AG8787;UTM 17 - 3,094,974.201 377,960.802 MT 0.99978383 -0 34 55.7 AG8787 AG8787! - Elev Factor x Scale Factor = Combined Factor AG8787!SPC FL W - 1.00000086 x 0.99994810 = 0.99994896 AG8787!UTM 17 - 1.00000086 x 0.99978383 = 0.99978469 AG8787 AG8787 SUPERSEDED SURVEY CONTROL AG8787 AG8787 NAD 83(1986)- 27 58 27.44959(N) 082 14 27.13083(W) AD( ) 3 AG8787 NGVD 29 (06/09/89) 20.12 (m) 66.0 (f) LEVELING 3 AG8787 AG8787.Superseded values are not recommended for survey control. AG8787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8787.See file dsdata.txt to determine how the superseded data were derived. AG8787 AG8787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7796194974(NAD 83) AG8787_MARKER: DE = TRAVERSE STATION DISK AG8787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8787_SP_SET: SET IN TOP OF CONCRETE MONUMENT AG8787_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG8787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8787+STABILITY: SURFACE MOTION AG8787 AG8787 HISTORY - Date Condition Report By AG8787 HISTORY - 1983 MONUMENTED FL-057 AG8787 HISTORY - 20050312 GOOD USPSQD AG8787 AG8787 STATION DESCRIPTION AG8787 AG8787'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG8787'STATION LOCATED 4 MILES EAST SOUTHEAST OF THE INTERSECTION OF AG8787'INTERSTATES 4 AND 75 AND 2.6 MILES NORTH OF HWY 60. AG8787' AG8787'TO REACH THE STATION FROM THE INTERSECTION OF HWY 60 AND HWY 301 AG8787'PROCEED EAST ON HWY 60 ABOUT 4.5 MILES TO THE INTERSECTION WITH AG8787'KINGSWAY ROAD, THEN NORTH 2.6 MILES ON KINGSWAY TO INTERSECTION WITH AG8787'WHEELER ROAD, THEN EAST ON WHEELER ROAD FOR 2.22 MILES TO STATION ON AG8787'RIGHT. AG8787' AG8787'STATION IS A STANDARD H.C.E.D. DISK STAMPED---DR-F---. THE SURFACE AG8787'DISK IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT RECESSED AG8787'FOUR INCHES BELOW THE GROUND, LOCATED 27.9 FEET EAST SOUTHEAST OF A AG8787'TELEPHONE POLE, 128.75 FEET SOUTHEAST OF A POWER POLE, 184.70 FEET AG8787'WEST SOUTHWEST OF THE CENTER OF THE INTERSECTION OF JAUDON ROAD AND AG8787'WHEELER ROAD, 10 FEET NORTH OF THE EDGE OF AN ORANGE GROVE, 14.5 FEET AG8787'SOUTH OF THE CENTERLINE OF WHEELER ROAD, 27.8 FEET EAST NORTHEAST OF A AG8787'METAL WITNESS POST. THERE IS NO UNDERGROUND MARK. STATION IS A AG8787'COUNTY TRAVERSE. AG8787 AG8787 STATION RECOVERY (2005) AG8787 AG8787'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG8787'MARK FOUND GOOD. THE ORANGE GROVE REFERENCED IN THE 1983 DESCRIPTION AG8787'IS NOW A PASTURE WITH A 5-FOOT HOGWIRE FENCE AROUND IT. THE MARK IS 4 AG8787'FEET SOUTH OF THE SOUTH EDGE OF THE PAVEMENT OF WHEELER ROAD. THE MARK AG8787'IS 5-FEET WEST OF THE NORTHWEST CORNER OF A VERIZON CONCRETE AG8787'UNDERGROUND FACILITIES SQUARE MANHOLE COVER. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG8788 *********************************************************************** AG8788 DESIGNATION - DR G AG8788 PID - AG8788 AG8788 STATE/COUNTY- FL/HILLSBOROUGH AG8788 USGS QUAD - BRANDON (1987) AG8788 AG8788 *CURRENT SURVEY CONTROL AG8788 ___________________________________________________________________ AG8788* NAD 83(1990)- 27 58 27.82601(N) 082 15 09.91866(W) ADJUSTED AG8788* NAVD 88 - 17.40 (+/-2cm) 57.1 (feet) VERTCON AG8788 ___________________________________________________________________ AG8788 LAPLACE CORR- -1.64 (seconds) DEFLEC99 AG8788 GEOID HEIGHT- -25.28 (meters) GEOID03 AG8788 AG8788 HORZ ORDER - THIRD AG8788 VERT ORDER - THIRD ? (See Below) AG8788 AG8788.The horizontal coordinates were established by classical geodetic methods AG8788.and adjusted by the National Geodetic Survey in May 1991. AG8788 AG8788.The NAVD 88 height was computed by applying the VERTCON shift value to AG8788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8788.The vertical order pertains to the NGVD 29 superseded value. AG8788 AG8788.The Laplace correction was computed from DEFLEC99 derived deflections. AG8788 AG8788.The geoid height was determined by GEOID03. AG8788 AG8788; North East Units Scale Factor Converg. AG8788;SPC FL W - 403,397.477 175,134.071 MT 0.99994881 -0 07 06.8 AG8788;UTM 17 - 3,094,997.996 376,791.311 MT 0.99978737 -0 35 15.8 AG8788 AG8788! - Elev Factor x Scale Factor = Combined Factor AG8788!SPC FL W - 1.00000124 x 0.99994881 = 0.99995005 AG8788!UTM 17 - 1.00000124 x 0.99978737 = 0.99978861 AG8788 AG8788 SUPERSEDED SURVEY CONTROL AG8788 AG8788 NAD 83(1986)- 27 58 27.83468(N) 082 15 09.93937(W) AD( ) 3 AG8788 NGVD 29 (06/09/89) 17.69 (m) 58.0 (f) LEVELING 3 AG8788 AG8788.Superseded values are not recommended for survey control. AG8788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8788.See file dsdata.txt to determine how the superseded data were derived. AG8788 AG8788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7679194998(NAD 83) AG8788_MARKER: DE = TRAVERSE STATION DISK AG8788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8788_SP_SET: SET IN TOP OF CONCRETE MONUMENT AG8788_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG8788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8788+STABILITY: SURFACE MOTION AG8788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8788+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2003 AG8788 AG8788 HISTORY - Date Condition Report By AG8788 HISTORY - 1983 MONUMENTED FL-057 AG8788 HISTORY - 20010318 GOOD USPSQD AG8788 HISTORY - 20031031 GOOD PICKET AG8788 HISTORY - 20050312 GOOD USPSQD AG8788 AG8788 STATION DESCRIPTION AG8788 AG8788'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG8788'STATION LOCATED 4 MILES EAST SOUTHEAST OF THE INTERSECTION OF AG8788'INTERSTATES 4 AND 75 AND 2.6 MILES NORTH OF HWY 60. AG8788' AG8788'TO REACH THE STATION FROM THE INTERSECTION OF HWY 60 AND HWY 301 AG8788'PROCEED EAST ON HWY 60 ABOUT 4.5 MILES TO THE INTERSECTION WITH AG8788'KINGSWAY ROAD, THEN NORTH 2.6 MILES ON KINGSWAY ROAD TO THE AG8788'INTERSECTION WITH WHEELER ROAD, THEN EAST ON WHEELER ROAD 1.5 MILES TO AG8788'THE INTERSECTION WITH VALRICO ROAD. STATION IS IN NORTHEAST CORNER OF AG8788' AG8788'STATION IS A STANDARD H.C.E.D. DISK STAMPED---DR-G---. THE SURFACE AG8788'DISK IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT RECESSED AG8788'FOUR INCHES BELOW THE GROUND, LOCATED 2.93 FEET SOUTHEAST OF A POWER AG8788'POLE, 6.4 FEET SOUTH SOUTHEAST OF A 4 FOOT CHAIN LINK FENCE, 62.3 FEET AG8788'EAST OF A 20 INCH OAK TREE, 33 FEET NORTHEAST OF THE CENTER OF THE AG8788'INTERSECTION OF VALRICO ROAD AND WHEELER ROAD, 17 FEET NORTH OF THE AG8788'CENTERLINE OF WHEELER ROAD. THERE IS NO UNDERGROUND MARK. STATION IS AG8788'A COUNTY TRAVERSE. AG8788 AG8788 STATION RECOVERY (2001) AG8788 AG8788'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMM) AG8788'RECOVERED GOOD. 20-INCH OAK TREE AND 4-FOOT CHAIN LINK FENCE NO LONGER AG8788'EXIST. AG8788 AG8788 STATION RECOVERY (2003) AG8788 AG8788'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2003 AG8788'RECOVERED IN GOOD CONDITION. AG8788 AG8788 STATION RECOVERY (2005) AG8788 AG8788'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG8788'MARK FOUND GOOD. THE POWER POLE 2.93 FEET NORTHWEST OF THE MARK AG8788'REFERENCED IN THE 1983 DESCRIPTION IS POWER POLE NUMBER 31832-42334. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG8789 *********************************************************************** AG8789 DESIGNATION - DR H AG8789 PID - AG8789 AG8789 STATE/COUNTY- FL/HILLSBOROUGH AG8789 USGS QUAD - DOVER (1987) AG8789 AG8789 *CURRENT SURVEY CONTROL AG8789 ___________________________________________________________________ AG8789* NAD 83(1990)- 27 58 27.32608(N) 082 13 11.18244(W) ADJUSTED AG8789* NAVD 88 - 22.79 (+/-2cm) 74.8 (feet) VERTCON AG8789 ___________________________________________________________________ AG8789 LAPLACE CORR- -1.81 (seconds) DEFLEC99 AG8789 GEOID HEIGHT- -25.33 (meters) GEOID03 AG8789 AG8789 HORZ ORDER - SECOND AG8789 VERT ORDER - THIRD ? (See Below) AG8789 AG8789.The horizontal coordinates were established by classical geodetic methods AG8789.and adjusted by the National Geodetic Survey in May 1991. AG8789 AG8789.The NAVD 88 height was computed by applying the VERTCON shift value to AG8789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8789.The vertical order pertains to the NGVD 29 superseded value. AG8789 AG8789.The Laplace correction was computed from DEFLEC99 derived deflections. AG8789 AG8789.The geoid height was determined by GEOID03. AG8789 AG8789; North East Units Scale Factor Converg. AG8789;SPC FL W - 403,375.812 178,378.834 MT 0.99994694 -0 06 11.1 AG8789;UTM 17 - 3,094,949.771 380,035.251 MT 0.99977763 -0 34 20.0 AG8789 AG8789! - Elev Factor x Scale Factor = Combined Factor AG8789!SPC FL W - 1.00000040 x 0.99994694 = 0.99994734 AG8789!UTM 17 - 1.00000040 x 0.99977763 = 0.99977803 AG8789 AG8789 SUPERSEDED SURVEY CONTROL AG8789 AG8789 NAD 83(1986)- 27 58 27.33442(N) 082 13 11.20306(W) AD( ) 2 AG8789 NGVD 29 (06/09/89) 23.07 (m) 75.7 (f) LEVELING 3 AG8789 AG8789.Superseded values are not recommended for survey control. AG8789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8789.See file dsdata.txt to determine how the superseded data were derived. AG8789 AG8789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8003594950(NAD 83) AG8789_MARKER: DE = TRAVERSE STATION DISK AG8789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8789_SP_SET: SET IN TOP OF CONCRETE MONUMENT AG8789_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG8789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8789+STABILITY: SURFACE MOTION AG8789 AG8789 HISTORY - Date Condition Report By AG8789 HISTORY - 1983 MONUMENTED FL-057 AG8789 HISTORY - 20050312 MARK NOT FOUND USPSQD AG8789 AG8789 STATION DESCRIPTION AG8789 AG8789'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG8789'THE STATION IS LOCATED 15 MILES EAST NORTHEAST OF THE INTERSECTION OF AG8789'INTERSTATES 4 AND 275. 3.5 MILES SOUTH OF INTERSTATE 4. AG8789' AG8789'TO REACH THE STATION FROM THE INTERSECTION OF HWY 60 AND HWY 301 AG8789'PROCEED EAST ON HWY 60 8 MILES TO THE INTERSECTION WITH DOVER ROAD, AG8789'THEN NORTH ON DOVER ROAD 2.5 MILES TO THE INTERSECTION WITH SOUTH AG8789'WOOTEN ROAD. STATION IS IN THE SOUTH WEST CORNER OF THE INTERSECTION. AG8789' AG8789'STATION IS A STANDARD H.C.E.D. DISK STAMPED---DR-H---THE SURFACE DISK AG8789'IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT RECESSED FOUR AG8789'INCHES BELOW THE GROUND, LOCATED 18.5 FEET WEST OF THE CENTERLINE OF AG8789'THE SOUTH DOVER ROAD, 44 FEET WEST OF A POWER POLE, 20.8 FEET AG8789'SOUTHEAST OF AN 18 INCH OAK TREE, 24 FEET NORTHEAST OF A ROYAL PALM AG8789'TREE, 37.3 FEET SOUTHEAST OF A TELEPHONE POLE, 32.4 FEET SOUTHWEST OF AG8789'A RAILROAD SPIKE IN THE CENTER OF PAVEMENT. THERE IS NO UNDERGROUND AG8789'MARK, STATION IS A COUNTY TRAVERSE. AG8789 AG8789 STATION RECOVERY (2005) AG8789 AG8789'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG8789'MARK SEARCHED FOR AT LENGTH BUT NOT FOUND. NO RAILROAD SPIKE IN THE AG8789'CENTER OF THE PAVEMENT COULD BE FOUND AND THERE IS NO ROYAL PALM TREE AG8789'AS REFERENCED IN THE 1983 DESCRIPTION. THE SOUTHWEST CORNER OF THE AG8789'INTERSECTION HAS BEEN LANDSCAPED WITH A NEW HOME. THE SPECIFIC SITE AG8789'COULD NOT BE DETERMINED. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG8790 *********************************************************************** AG8790 DESIGNATION - DR I AG8790 PID - AG8790 AG8790 STATE/COUNTY- FL/HILLSBOROUGH AG8790 USGS QUAD - DOVER (1987) AG8790 AG8790 *CURRENT SURVEY CONTROL AG8790 ___________________________________________________________________ AG8790* NAD 83(1990)- 27 58 54.27902(N) 082 13 10.85215(W) ADJUSTED AG8790* NAVD 88 - 24.89 (+/-2cm) 81.7 (feet) VERTCON AG8790 ___________________________________________________________________ AG8790 LAPLACE CORR- -1.83 (seconds) DEFLEC99 AG8790 GEOID HEIGHT- -25.35 (meters) GEOID03 AG8790 AG8790 HORZ ORDER - SECOND AG8790 VERT ORDER - THIRD ? (See Below) AG8790 AG8790.The horizontal coordinates were established by classical geodetic methods AG8790.and adjusted by the National Geodetic Survey in May 1991. AG8790 AG8790.The NAVD 88 height was computed by applying the VERTCON shift value to AG8790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8790.The vertical order pertains to the NGVD 29 superseded value. AG8790 AG8790.The Laplace correction was computed from DEFLEC99 derived deflections. AG8790 AG8790.The geoid height was determined by GEOID03. AG8790 AG8790; North East Units Scale Factor Converg. AG8790;SPC FL W - 404,205.445 178,389.352 MT 0.99994694 -0 06 11.1 AG8790;UTM 17 - 3,095,779.150 380,052.560 MT 0.99977758 -0 34 20.4 AG8790 AG8790! - Elev Factor x Scale Factor = Combined Factor AG8790!SPC FL W - 1.00000007 x 0.99994694 = 0.99994701 AG8790!UTM 17 - 1.00000007 x 0.99977758 = 0.99977765 AG8790 AG8790 SUPERSEDED SURVEY CONTROL AG8790 AG8790 NAD 83(1986)- 27 58 54.28707(N) 082 13 10.87245(W) AD( ) 2 AG8790 NGVD 29 (06/09/89) 25.17 (m) 82.6 (f) LEVELING 3 AG8790 AG8790.Superseded values are not recommended for survey control. AG8790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8790.See file dsdata.txt to determine how the superseded data were derived. AG8790 AG8790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8005395779(NAD 83) AG8790_MARKER: DE = TRAVERSE STATION DISK AG8790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8790_SP_SET: SET IN TOP OF CONCRETE MONUMENT AG8790_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG8790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8790+STABILITY: SURFACE MOTION AG8790 AG8790 HISTORY - Date Condition Report By AG8790 HISTORY - 1983 MONUMENTED FL-057 AG8790 HISTORY - 20050312 GOOD USPSQD AG8790 AG8790 STATION DESCRIPTION AG8790 AG8790'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG8790'THE STATION IS LOCATED 15 MILES EAST NORTHEAST OF THE INTERSECTION OF AG8790'INTERSTATES 4 AND 275. 3 MILES SOUTH OF INTERSTATE 4. AG8790' AG8790'TO REACH THE STATION FROM THE INTERSECTION OF HWY 60 AND HWY 301 AG8790'PROCEED EAST ON HWY 60 8 MILES TO THE INTERSECTION WITH DOVER ROAD, AG8790'THEN NORTH ON DOVER ROAD 3 MILES TO THE INTERSECTION WITH WALDEN- AG8790'SHEFFIELD ROAD. STATION IS IN THE NORTHEAST CORNER. AG8790' AG8790'STATION IS A STANDARD H.C.E.D. DISK STAMPED---DR-I---THE SURFACE DISK AG8790'IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUEMNT RECESSED FOUR AG8790'INCHES BELOW THE GROUND, LOCATED 19.4 FEET EAST OF THE CENTERLINE OF AG8790'SOUTH DOVER ROAD, 35.7 FEET NORTH OF THE CENTERLINE OF WALDEN- AG8790'SHEFFIELD ROAD, 59 FEET SOUTHEAST OF A TELEPHONE POLE, 55.2 FEET NORTH AG8790'OF A POWER POLE. THERE IS NO UNDERGROUND MARK, STATION IS A COUNTY AG8790'TRAVERSE. AG8790 AG8790 STATION RECOVERY (2005) AG8790 AG8790'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG8790'MARK FOUND GOOD. THERE IS NO TELEPHONE POLE 59 FEET NORTHWEST OF THE AG8790'MARK AS REFERENCED IN THE 1983 DESCRIPTION. PART OF THE NUMBER OF THE AG8790'REFERENCED POWER POLE IS ---80-42593, THE FIRST 3 DIGITS HAVE BEEN AG8790'OBLITERATED. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG8791 *********************************************************************** AG8791 DESIGNATION - DR J AG8791 PID - AG8791 AG8791 STATE/COUNTY- FL/HILLSBOROUGH AG8791 USGS QUAD - DOVER (1987) AG8791 AG8791 *CURRENT SURVEY CONTROL AG8791 ___________________________________________________________________ AG8791* NAD 83(1990)- 27 59 33.12302(N) 082 13 11.12635(W) ADJUSTED AG8791* NAVD 88 - 29.74 (+/-2cm) 97.6 (feet) VERTCON AG8791 ___________________________________________________________________ AG8791 LAPLACE CORR- -1.90 (seconds) DEFLEC99 AG8791 GEOID HEIGHT- -25.37 (meters) GEOID03 AG8791 AG8791 HORZ ORDER - SECOND AG8791 VERT ORDER - THIRD ? (See Below) AG8791 AG8791.The horizontal coordinates were established by classical geodetic methods AG8791.and adjusted by the National Geodetic Survey in May 1991. AG8791 AG8791.The NAVD 88 height was computed by applying the VERTCON shift value to AG8791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8791.The vertical order pertains to the NGVD 29 superseded value. AG8791 AG8791.The Laplace correction was computed from DEFLEC99 derived deflections. AG8791 AG8791.The geoid height was determined by GEOID03. AG8791 AG8791; North East Units Scale Factor Converg. AG8791;SPC FL W - 405,401.133 178,384.012 MT 0.99994694 -0 06 11.3 AG8791;UTM 17 - 3,096,974.639 380,057.013 MT 0.99977756 -0 34 21.3 AG8791 AG8791! - Elev Factor x Scale Factor = Combined Factor AG8791!SPC FL W - 0.99999931 x 0.99994694 = 0.99994625 AG8791!UTM 17 - 0.99999931 x 0.99977756 = 0.99977687 AG8791 AG8791 SUPERSEDED SURVEY CONTROL AG8791 AG8791 NAD 83(1986)- 27 59 33.13076(N) 082 13 11.14623(W) AD( ) 2 AG8791 NGVD 29 (06/09/89) 30.01 (m) 98.5 (f) LEVELING 3 AG8791 AG8791.Superseded values are not recommended for survey control. AG8791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8791.See file dsdata.txt to determine how the superseded data were derived. AG8791 AG8791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8005796975(NAD 83) AG8791_MARKER: DH = HORIZONTAL CONTROL DISK AG8791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8791_SP_SET: SET IN TOP OF CONCRETE MONUMENT AG8791_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG8791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8791+STABILITY: SURFACE MOTION AG8791 AG8791 HISTORY - Date Condition Report By AG8791 HISTORY - 1983 MONUMENTED FL-057 AG8791 HISTORY - 20050319 MARK NOT FOUND USPSQD AG8791 AG8791 STATION DESCRIPTION AG8791 AG8791'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG8791'THE STATION IS LOCATED 15 MILES EAST NORTHEAST OF THE INTERSECTION OF AG8791'INTERSTATES 4 AND 275. 2.4 MILES SOUTH OF INTERSTATE 4. AG8791' AG8791'TO REACH THE STATION FROM THE INTERSECTION OF HWY 60 AND HWY 301 AG8791'PROCEED EAST ON HWY 60 8 MILES TO THE INTERSECTION WITH DOVER ROAD, AG8791'THEN NORTH ON SOUTH DOVER ROAD FOR 3.75 MILES TO THE INTERSECTION WITH AG8791'DOWNING STREET. STATION IS IN THE SOUTH WEST CORNER OF THE AG8791'INTERSECTION. AG8791' AG8791'STATION IS A STANDARD H.C.E.D. DISK STAMPED---DR-J---THE SURFACE DISK AG8791'IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT RECESSED FOUR AG8791'INCHES BELOW THE GROUND, LOCATED 65.8 FEET SOUTHWEST OF A POWER POLE, AG8791'49.5 FEET NORTHEAST OF A RAIN TREE, 63.5 FEET NORTH OF A 30 INCH OAK AG8791'TREE, 13.3 FEET NORTHEAST OF A CHAIN LINK FENCE CORNER POST, 16 FEET AG8791'SOUTH OF BROWNING ROAD, 24.8 FEET WEST OF THE CENTERLINE OF SOUTH AG8791'DOVER ROAD. THERE IS NO UNDERGROUND MARK,STATION IS A COUNTY AG8791'TRAVERSE. AG8791 AG8791 STATION RECOVERY (2005) AG8791 AG8791'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG8791'MARK SEARCHED FOR BRIEFLY BUT NOT FOUND. THE EXCESSIVE TRAFFIC AT THE AG8791'INTERSECTION PRECLUDED MAKING SPECIFIC MEASUREMENTS NEEDED TO FIND THE AG8791'MARK. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG8792 *********************************************************************** AG8792 DESIGNATION - DR K AG8792 PID - AG8792 AG8792 STATE/COUNTY- FL/HILLSBOROUGH AG8792 USGS QUAD - DOVER (1987) AG8792 AG8792 *CURRENT SURVEY CONTROL AG8792 ___________________________________________________________________ AG8792* NAD 83(1990)- 27 59 33.40251(N) 082 12 40.73608(W) ADJUSTED AG8792* NAVD 88 - 34.27 (+/-2cm) 112.4 (feet) VERTCON AG8792 ___________________________________________________________________ AG8792 LAPLACE CORR- -1.98 (seconds) DEFLEC99 AG8792 GEOID HEIGHT- -25.39 (meters) GEOID03 AG8792 AG8792 HORZ ORDER - SECOND AG8792 VERT ORDER - THIRD ? (See Below) AG8792 AG8792.The horizontal coordinates were established by classical geodetic methods AG8792.and adjusted by the National Geodetic Survey in May 1991. AG8792 AG8792.The NAVD 88 height was computed by applying the VERTCON shift value to AG8792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8792.The vertical order pertains to the NGVD 29 superseded value. AG8792 AG8792.The Laplace correction was computed from DEFLEC99 derived deflections. AG8792 AG8792.The geoid height was determined by GEOID03. AG8792 AG8792; North East Units Scale Factor Converg. AG8792;SPC FL W - 405,408.270 179,214.384 MT 0.99994651 -0 05 57.1 AG8792;UTM 17 - 3,096,974.972 380,887.274 MT 0.99977511 -0 34 07.0 AG8792 AG8792! - Elev Factor x Scale Factor = Combined Factor AG8792!SPC FL W - 0.99999860 x 0.99994651 = 0.99994511 AG8792!UTM 17 - 0.99999860 x 0.99977511 = 0.99977371 AG8792 AG8792 SUPERSEDED SURVEY CONTROL AG8792 AG8792 NAD 83(1986)- 27 59 33.41004(N) 082 12 40.75577(W) AD( ) 2 AG8792 NGVD 29 (06/09/89) 34.54 (m) 113.3 (f) LEVELING 3 AG8792 AG8792.Superseded values are not recommended for survey control. AG8792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8792.See file dsdata.txt to determine how the superseded data were derived. AG8792 AG8792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8088796975(NAD 83) AG8792_MARKER: DE = TRAVERSE STATION DISK AG8792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8792_SP_SET: SET IN TOP OF CONCRETE MONUMENT AG8792_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG8792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8792+STABILITY: SURFACE MOTION AG8792 AG8792 HISTORY - Date Condition Report By AG8792 HISTORY - 1983 MONUMENTED FL-057 AG8792 HISTORY - 19990501 MARK NOT FOUND USPSQD AG8792 HISTORY - 20050319 MARK NOT FOUND USPSQD AG8792 AG8792 STATION DESCRIPTION AG8792 AG8792'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG8792'THE STATION IS LOCATED 15 MILES EAST NORTHEAST OF THE INTERSECTION OF AG8792'INTERSTATE 4 AND 75. 2.4 MILES SOUTH OF INTERSTATE 4. AG8792' AG8792'TO REACH THE STATION FROM THE INTERSECTION OF HWY 60 AND 301 PROCEED AG8792'EAST ON HWY 60 8 MILES TO THE INTERSECTION WITH DOVER ROAD, THEN NORTH AG8792'ON DOVER ROAD 3.75 MILES TO THE INTERSECTION WITH DOWNING STREET, THEN AG8792'EAST ON DOWNING TO THE INTERSECTION WITH NELSON ROAD. STATION IS IN AG8792'THE NORTHEAST CORNER. AG8792' AG8792'STATION IS A STANDARD H.C.E.D. DISK STAMPED---DR-K---THE SURFACE DISK AG8792'IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT RECESSED FOUR AG8792'INCHES BELOW THE GROUND, LOCATED 60 FEET EAST OF A POWER POLE, 40.7 AG8792'FEET EAST OF THE CENTERLINE OF NELSON AVENUE, 10.3 FEET SOUTHEAST OF AG8792'THE EAST END OF A C.M.P. CROSS DRAIN, 16.6 FEET SOUTHEAST OF A CHAIN AG8792'LINK CORNER POST, 32 FEET SOUTHWEST OF A DRIVEWAY CULVERT, 14 FEET AG8792'NORTH OF THE CENTERLINE OF DOWNING ROAD. THERE IS NO UNDERGROUND AG8792'MARK, STATION IS A COUNTY TRAVERSE. AG8792 AG8792 STATION RECOVERY (1999) AG8792 AG8792'RECOVERY NOTE BY US POWER SQUADRON 1999 AG8792'MARK NOT FOUND. AG8792 AG8792 STATION RECOVERY (2005) AG8792 AG8792'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG8792'MARK SEARCHED FOR BUT NOT FOUND. THE NORTHEAST CORNER OF THE AG8792'INTERSECTION HAS BEEN RECONSTRUCTED AND DIRT ADDED. THE DRIVEWAY HAS AG8792'BEEN IMPROVED. MARK COULD NOT BE FOUND USING THE CENTERLINE AG8792'COORDINATES, NOR USING THE DIRECTIONS OF 10.3 FEET SOUTHEAST OF THE AG8792'EAST END OF THE CROSS DRAIN. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG8793 *********************************************************************** AG8793 DESIGNATION - DR L AG8793 PID - AG8793 AG8793 STATE/COUNTY- FL/HILLSBOROUGH AG8793 USGS QUAD - DOVER (1987) AG8793 AG8793 *CURRENT SURVEY CONTROL AG8793 ___________________________________________________________________ AG8793* NAD 83(1990)- 27 59 32.98537(N) 082 12 26.75670(W) ADJUSTED AG8793* NAVD 88 - 35.34 (+/-2cm) 115.9 (feet) VERTCON AG8793 ___________________________________________________________________ AG8793 LAPLACE CORR- -2.03 (seconds) DEFLEC99 AG8793 GEOID HEIGHT- -25.39 (meters) GEOID03 AG8793 AG8793 HORZ ORDER - SECOND AG8793 VERT ORDER - THIRD ? (See Below) AG8793 AG8793.The horizontal coordinates were established by classical geodetic methods AG8793.and adjusted by the National Geodetic Survey in May 1991. AG8793 AG8793.The NAVD 88 height was computed by applying the VERTCON shift value to AG8793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8793.The vertical order pertains to the NGVD 29 superseded value. AG8793 AG8793.The Laplace correction was computed from DEFLEC99 derived deflections. AG8793 AG8793.The geoid height was determined by GEOID03. AG8793 AG8793; North East Units Scale Factor Converg. AG8793;SPC FL W - 405,394.775 179,596.322 MT 0.99994631 -0 05 50.5 AG8793;UTM 17 - 3,096,958.351 381,269.023 MT 0.99977399 -0 34 00.4 AG8793 AG8793! - Elev Factor x Scale Factor = Combined Factor AG8793!SPC FL W - 0.99999844 x 0.99994631 = 0.99994475 AG8793!UTM 17 - 0.99999844 x 0.99977399 = 0.99977243 AG8793 AG8793 SUPERSEDED SURVEY CONTROL AG8793 AG8793 NAD 83(1986)- 27 59 32.99282(N) 082 12 26.77621(W) AD( ) 2 AG8793 NGVD 29 (06/09/89) 35.61 (m) 116.8 (f) LEVELING 3 AG8793 AG8793.Superseded values are not recommended for survey control. AG8793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8793.See file dsdata.txt to determine how the superseded data were derived. AG8793 AG8793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8126996958(NAD 83) AG8793_MARKER: DE = TRAVERSE STATION DISK AG8793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8793_SP_SET: SET IN TOP OF CONCRETE MONUMENT AG8793_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG8793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8793+STABILITY: SURFACE MOTION AG8793 AG8793 HISTORY - Date Condition Report By AG8793 HISTORY - 1983 MONUMENTED FL-057 AG8793 HISTORY - 19990501 GOOD USPSQD AG8793 HISTORY - 20050319 GOOD USPSQD AG8793 AG8793 STATION DESCRIPTION AG8793 AG8793'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG8793'THE STATION IS LOCATED 15 MILES EAST NORTHEAST OF THE INTERSECTION OF AG8793'INTERSTATES 4 AND 275. 2.4 MILES SOUTH OF INTERSTATE 4. AG8793' AG8793'TO REACH THE STATION FROM THE INTERSECTION OF HWY 60 AND HWY 301 AG8793'PROCEED EAST ON HWY 60 8 MILES TO THE INTERSECTION WITH DOVER ROAD, AG8793'THEN NORTH ON DOVER ROAD 3.75 MILES TO DOWNING SRTEET, THEN EAST ON AG8793'DOWNING STREET 0.75 MILE TO THE STATION ON RIGHT. AG8793' AG8793'STATION IS A STANDARD H.C.E.D. DISK STAMPED---DR-L---THE SURFACE DISK AG8793'IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT RECESSED FOUR AG8793'INCHES BELOW THE GROUND, LOCATED 86.5 FEET SOUTHEAST OF SOUTHWEST AG8793'CORNER OF SMALL CEMENT BLOCK BULIDING, 46.6 FEET SOUTH OF END POST AG8793'OF CHAINLINK FENCE, 19 FEET SOUTH OF THE CENTERLINE OF DOWNING ROAD, AG8793'63.4 FEET SOUTHWEST OF POWER POLE, 28.5 FEET WEST OF THE CENTERLINE OF AG8793'SYDNEY DOVER ROAD, 71.5 FEET NORTHWEST OF POWER POLE, 6.5 FEET NORTH AG8793'OF NORTH EDGE OF SIDEWALK. THERE IS NO UNDERGROUND MARK, STATION IS AG8793'A COUNTY TRAVERSE. AG8793 AG8793 STATION RECOVERY (1999) AG8793 AG8793'RECOVERY NOTE BY US POWER SQUADRON 1999 AG8793'RECOVERED IN GOOD CONDITION. AG8793 AG8793 STATION RECOVERY (2005) AG8793 AG8793'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG8793'MARK FOUND GOOD. THE POWER POLE 63.4 FEET NORTHEAST OF THE MARK IS AG8793'NUMBER 33302-42892. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG8794 *********************************************************************** AG8794 DESIGNATION - DR M AG8794 PID - AG8794 AG8794 STATE/COUNTY- FL/HILLSBOROUGH AG8794 USGS QUAD - DOVER (1987) AG8794 AG8794 *CURRENT SURVEY CONTROL AG8794 ___________________________________________________________________ AG8794* NAD 83(1990)- 27 59 33.31529(N) 082 11 54.96544(W) ADJUSTED AG8794* NAVD 88 - 29.21 (+/-2cm) 95.8 (feet) VERTCON AG8794 ___________________________________________________________________ AG8794 LAPLACE CORR- -2.11 (seconds) DEFLEC99 AG8794 GEOID HEIGHT- -25.41 (meters) GEOID03 AG8794 AG8794 HORZ ORDER - SECOND AG8794 VERT ORDER - THIRD ? (See Below) AG8794 AG8794.The horizontal coordinates were established by classical geodetic methods AG8794.and adjusted by the National Geodetic Survey in May 1991. AG8794 AG8794.The NAVD 88 height was computed by applying the VERTCON shift value to AG8794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8794.The vertical order pertains to the NGVD 29 superseded value. AG8794 AG8794.The Laplace correction was computed from DEFLEC99 derived deflections. AG8794 AG8794.The geoid height was determined by GEOID03. AG8794 AG8794; North East Units Scale Factor Converg. AG8794;SPC FL W - 405,403.485 180,464.975 MT 0.99994588 -0 05 35.6 AG8794;UTM 17 - 3,096,959.944 382,137.568 MT 0.99977146 -0 33 45.5 AG8794 AG8794! - Elev Factor x Scale Factor = Combined Factor AG8794!SPC FL W - 0.99999940 x 0.99994588 = 0.99994528 AG8794!UTM 17 - 0.99999940 x 0.99977146 = 0.99977086 AG8794 AG8794 SUPERSEDED SURVEY CONTROL AG8794 AG8794 NAD 83(1986)- 27 59 33.32273(N) 082 11 54.98555(W) AD( ) 2 AG8794 NGVD 29 (06/09/89) 29.48 (m) 96.7 (f) LEVELING 3 AG8794 AG8794.Superseded values are not recommended for survey control. AG8794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8794.See file dsdata.txt to determine how the superseded data were derived. AG8794 AG8794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8213896960(NAD 83) AG8794_MARKER: DE = TRAVERSE STATION DISK AG8794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8794_SP_SET: SET IN TOP OF CONCRETE MONUMENT AG8794_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG8794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8794+STABILITY: SURFACE MOTION AG8794 AG8794 HISTORY - Date Condition Report By AG8794 HISTORY - 1983 MONUMENTED FL-057 AG8794 HISTORY - 19990501 GOOD USPSQD AG8794 HISTORY - 20050319 GOOD USPSQD AG8794 AG8794 STATION DESCRIPTION AG8794 AG8794'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG8794'THE STATION IS LOCATED ABOUT 6 MILES EAST NORTHEAST OF THE AG8794'INTERSECTION OF INTERSTATES 4 AND 275. AG8794' AG8794'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 4 AND FORBES AG8794'ROAD PROCEED SOUTH ON FORBES ROAD 2.4 MILES TO THE INTERSECTION WITH AG8794'DOWNING STREET, THEN WEST ON DOWNING STREET FOR 0.7 MILE TO THE AG8794'STATION ON THE RIGHT. AG8794' AG8794'STATION IS A STANDARD H.C.E.D. DISK STAMPED---DR-M---THE SURFACE DISK AG8794'IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT RECESSED FOUR AG8794'INCHES BELOW THE GROUND, LOCATED 50.7 FEET NORTHEAST OF THE EAST END AG8794'OF A CULVERT, 14 FEET SOUTH OF A 12 INCH PINE, 11.5 FEET NORTH OF THE AG8794'CENTERLINE OF DOWNING ROAD, 55 FEET NORTH NORTHWEST OF AN ELECTRIC AG8794'SERVICE POLE, 56.8 FEET NORTHWEST OF THE WEST END OF A CULVERT. AG8794'THERE IS NO UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE. AG8794 AG8794 STATION RECOVERY (1999) AG8794 AG8794'RECOVERY NOTE BY US POWER SQUADRON 1999 AG8794'RECOVERED IN GOOD CONDITION. AG8794 AG8794 STATION RECOVERY (2005) AG8794 AG8794'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG8794'MARK FOUND GOOD. MARK IS 5 FEET SOUTH OF WOODEN POWER POLE AG8794'33672-42990, TECO NUMBER 234139. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG8795 *********************************************************************** AG8795 DESIGNATION - DR N AG8795 PID - AG8795 AG8795 STATE/COUNTY- FL/HILLSBOROUGH AG8795 USGS QUAD - DOVER (1987) AG8795 AG8795 *CURRENT SURVEY CONTROL AG8795 ___________________________________________________________________ AG8795* NAD 83(1990)- 27 59 33.12759(N) 082 11 12.55601(W) ADJUSTED AG8795* NAVD 88 - 33.79 (+/-2cm) 110.9 (feet) VERTCON AG8795 ___________________________________________________________________ AG8795 LAPLACE CORR- -2.19 (seconds) DEFLEC99 AG8795 GEOID HEIGHT- -25.43 (meters) GEOID03 AG8795 AG8795 HORZ ORDER - SECOND AG8795 VERT ORDER - THIRD ? (See Below) AG8795 AG8795.The horizontal coordinates were established by classical geodetic methods AG8795.and adjusted by the National Geodetic Survey in May 1991. AG8795 AG8795.The NAVD 88 height was computed by applying the VERTCON shift value to AG8795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8795.The vertical order pertains to the NGVD 29 superseded value. AG8795 AG8795.The Laplace correction was computed from DEFLEC99 derived deflections. AG8795 AG8795.The geoid height was determined by GEOID03. AG8795 AG8795; North East Units Scale Factor Converg. AG8795;SPC FL W - 405,395.878 181,623.723 MT 0.99994534 -0 05 15.7 AG8795;UTM 17 - 3,096,942.847 383,296.011 MT 0.99976810 -0 33 25.6 AG8795 AG8795! - Elev Factor x Scale Factor = Combined Factor AG8795!SPC FL W - 0.99999869 x 0.99994534 = 0.99994403 AG8795!UTM 17 - 0.99999869 x 0.99976810 = 0.99976679 AG8795 AG8795 SUPERSEDED SURVEY CONTROL AG8795 AG8795 NAD 83(1986)- 27 59 33.13512(N) 082 11 12.57670(W) AD( ) 2 AG8795 NGVD 29 (06/09/89) 34.05 (m) 111.7 (f) LEVELING 3 AG8795 AG8795.Superseded values are not recommended for survey control. AG8795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8795.See file dsdata.txt to determine how the superseded data were derived. AG8795 AG8795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8329696943(NAD 83) AG8795_MARKER: DE = TRAVERSE STATION DISK AG8795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8795_SP_SET: SET IN TOP OF CONCRETE MONUMENT AG8795_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG8795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8795+STABILITY: SURFACE MOTION AG8795 AG8795 HISTORY - Date Condition Report By AG8795 HISTORY - 1983 MONUMENTED FL-057 AG8795 HISTORY - 19990501 GOOD USPSQD AG8795 HISTORY - 20050319 GOOD USPSQD AG8795 AG8795 STATION DESCRIPTION AG8795 AG8795'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG8795'THE STATION IS LOCATED ABOUT 6 MILES EAST NORTHEAST OF THE AG8795'INTERSECTION OF INTERSTATES 4 AND 275. AG8795' AG8795'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 4 AND FORBES AG8795'ROAD PROCEED SOUTH ON FORBES ROAD 2.4 MILES TO THE INTERSECTION WITH AG8795'DOWNING STREET, STATION IS ON THE EAST SIDE OF THE INTERSECTION. AG8795' AG8795'STATION IS A STANDARD H.C.E.D. DISK STAMPED---DR-N---THE SURFACE DISK AG8795'IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT RECESSED FOUR AG8795'INCHES BELOW THE GROUND, LOCATED 16 FEET EAST OF A RAILROAD SPIKE IN AG8795'THE CENTERLINE OF FORBES ROAD, 21.8 FEET SOUTH SOUTHWEST OF A POWER AG8795'POLE, 58.3 FEET SOUTHWEST OF A CHAIN LINK FENCE CORNER POST, 8.8 FEET AG8795'WEST OF PROPERTY CORNER. THERE IS NO UNDERGROUND MARK, STATION IS A AG8795'COUNTY TRAVERSE. AG8795 AG8795 STATION RECOVERY (1999) AG8795 AG8795'RECOVERY NOTE BY US POWER SQUADRON 1999 AG8795'RECOVERED IN GOOD CONDITION. AG8795 AG8795 STATION RECOVERY (2005) AG8795 AG8795'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG8795'MARK FOUND GOOD. THE POWER POLE 21.8 FEET NORTH NORTHEAST OF THE MARK AG8795'IS NUMBER 33963-42990. MARK IS 8 FEET WEST OF AN ORANGE METAL WITNESS AG8795'POST AND 2 FEET WEST OF THE MIDDLE OF 3 YELLOW REFLECTIVE AG8795'DIAMOND-SHAPED CAUTION ROAD SIGNS. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG8796 *********************************************************************** AG8796 DESIGNATION - DR O AG8796 PID - AG8796 AG8796 STATE/COUNTY- FL/HILLSBOROUGH AG8796 USGS QUAD - DOVER (1987) AG8796 AG8796 *CURRENT SURVEY CONTROL AG8796 ___________________________________________________________________ AG8796* NAD 83(1990)- 27 59 08.22760(N) 082 10 13.14221(W) ADJUSTED AG8796* NAVD 88 - 37.37 (+/-2cm) 122.6 (feet) VERTCON AG8796 ___________________________________________________________________ AG8796 LAPLACE CORR- -2.24 (seconds) DEFLEC99 AG8796 GEOID HEIGHT- -25.44 (meters) GEOID03 AG8796 AG8796 HORZ ORDER - SECOND AG8796 VERT ORDER - THIRD ? (See Below) AG8796 AG8796.The horizontal coordinates were established by classical geodetic methods AG8796.and adjusted by the National Geodetic Survey in May 1991. AG8796 AG8796.The NAVD 88 height was computed by applying the VERTCON shift value to AG8796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8796.The vertical order pertains to the NGVD 29 superseded value. AG8796 AG8796.The Laplace correction was computed from DEFLEC99 derived deflections. AG8796 AG8796.The geoid height was determined by GEOID03. AG8796 AG8796; North East Units Scale Factor Converg. AG8796;SPC FL W - 404,627.047 183,246.022 MT 0.99994464 -0 04 47.7 AG8796;UTM 17 - 3,096,160.892 384,911.668 MT 0.99976348 -0 32 57.2 AG8796 AG8796! - Elev Factor x Scale Factor = Combined Factor AG8796!SPC FL W - 0.99999813 x 0.99994464 = 0.99994277 AG8796!UTM 17 - 0.99999813 x 0.99976348 = 0.99976161 AG8796 AG8796 SUPERSEDED SURVEY CONTROL AG8796 AG8796 NAD 83(1986)- 27 59 08.23470(N) 082 10 13.16402(W) AD( ) 2 AG8796 NGVD 29 (06/09/89) 37.63 (m) 123.5 (f) LEVELING 3 AG8796 AG8796.Superseded values are not recommended for survey control. AG8796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8796.See file dsdata.txt to determine how the superseded data were derived. AG8796 AG8796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8491296161(NAD 83) AG8796_MARKER: DE = TRAVERSE STATION DISK AG8796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8796_SP_SET: SET IN TOP OF CONCRETE MONUMENT AG8796_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG8796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8796+STABILITY: SURFACE MOTION AG8796 AG8796 HISTORY - Date Condition Report By AG8796 HISTORY - 1983 MONUMENTED FL-057 AG8796 HISTORY - 19990501 GOOD USPSQD AG8796 HISTORY - 20050319 MARK NOT FOUND USPSQD AG8796 AG8796 STATION DESCRIPTION AG8796 AG8796'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG8796'THE STATION IS LOCATED APPROXIMATELY 9 MILES EAST SOUTHEAST OF THE AG8796'INTERSECTION OF INTERSTATES 4 AND 75. AG8796'TO REACH THE STATION FROM THE INTERSECTION OF HWY 60 AND TURKEY CREEK AG8796'ROAD PROCEED NORTH ON TURKEY CREEK ROAD 3.4 MILES TO THE INTERSECTION AG8796'WITH SYDNEY ROAD. STATION IS IN THE SOUTHEAST CORNER, SOUTH OF AG8796'RAILROAD TRACKS. AG8796' AG8796'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---DR-O---THE SURFACE AG8796'DISK IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT RECESSED AG8796'FOUR INCHES BELOW THE GROUND, LOCATED 16.6 FEET EAST OF THE CENTERLINE AG8796'OF TURKEY CREEK ROAD, 47 FEET SOUTHEAST OF THE SOUTH RAIL INTERSECTION AG8796'WITH THE CENTERLINE OF TURKEY CREEK ROAD, 31 FEET SOUTHWEST OF SIGNAL AG8796'LIGHT POLE, 10 FEET WEST OF POWER POLE AND WITNESS POST, 57 FEET AG8796'NORTHWEST OF A POWER POLE, 61 FEET NORTHEAST OF A TELEPHONE POLE. AG8796'THERE IS NO UNDERGROUND MARK. STATION IS A COUNTY TRAVERSE. AG8796 AG8796 STATION RECOVERY (1999) AG8796 AG8796'RECOVERY NOTE BY US POWER SQUADRON 1999 AG8796'RECOVERED IN GOOD CONDITION. AG8796 AG8796 STATION RECOVERY (2005) AG8796 AG8796'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG8796'MARK NOT FOUND. SITE WAS LOCATED 10 FEET WEST OF THE WITNESS POST. IT AG8796'APPEARS THAT THE MARK HAS BEEN DUG UP AS A 16-INCH DEEP HOLE DIRECTLY AG8796'WEST OF A SIDEWALK HAS A 3 FOOT HIGH ORANGE CAUTION CONE PLACED OVER AG8796'THE HOLE. MARK IS NOT THERE AND SHOULD BE DECLARED DESTROYED. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG8797 *********************************************************************** AG8797 DESIGNATION - DR P AG8797 PID - AG8797 AG8797 STATE/COUNTY- FL/HILLSBOROUGH AG8797 USGS QUAD - DOVER (1987) AG8797 AG8797 *CURRENT SURVEY CONTROL AG8797 ___________________________________________________________________ AG8797* NAD 83(1990)- 27 58 55.56640(N) 082 10 13.50185(W) ADJUSTED AG8797* NAVD 88 - 37.58 (+/-2cm) 123.3 (feet) VERTCON AG8797 ___________________________________________________________________ AG8797 LAPLACE CORR- -2.21 (seconds) DEFLEC99 AG8797 GEOID HEIGHT- -25.43 (meters) GEOID03 AG8797 AG8797 HORZ ORDER - SECOND AG8797 VERT ORDER - THIRD ? (See Below) AG8797 AG8797.The horizontal coordinates were established by classical geodetic methods AG8797.and adjusted by the National Geodetic Survey in May 1991. AG8797 AG8797.The NAVD 88 height was computed by applying the VERTCON shift value to AG8797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8797.The vertical order pertains to the NGVD 29 superseded value. AG8797 AG8797.The Laplace correction was computed from DEFLEC99 derived deflections. AG8797 AG8797.The geoid height was determined by GEOID03. AG8797 AG8797; North East Units Scale Factor Converg. AG8797;SPC FL W - 404,237.332 183,235.651 MT 0.99994464 -0 04 47.9 AG8797;UTM 17 - 3,095,771.345 384,898.108 MT 0.99976352 -0 32 57.2 AG8797 AG8797! - Elev Factor x Scale Factor = Combined Factor AG8797!SPC FL W - 0.99999809 x 0.99994464 = 0.99994273 AG8797!UTM 17 - 0.99999809 x 0.99976352 = 0.99976161 AG8797 AG8797 SUPERSEDED SURVEY CONTROL AG8797 AG8797 NAD 83(1986)- 27 58 55.57360(N) 082 10 13.52374(W) AD( ) 2 AG8797 NGVD 29 (06/09/89) 37.85 (m) 124.2 (f) LEVELING 3 AG8797 AG8797.Superseded values are not recommended for survey control. AG8797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8797.See file dsdata.txt to determine how the superseded data were derived. AG8797 AG8797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8489895771(NAD 83) AG8797_MARKER: DE = TRAVERSE STATION DISK AG8797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8797_SP_SET: SET IN TOP OF CONCRETE MONUMENT AG8797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8797+STABILITY: SURFACE MOTION AG8797 AG8797 HISTORY - Date Condition Report By AG8797 HISTORY - 1983 MONUMENTED FL-057 AG8797 HISTORY - 20050319 MARK NOT FOUND USPSQD AG8797 AG8797 STATION DESCRIPTION AG8797 AG8797'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG8797'STATION IS LOCATED ABOUT 11 MILES EAST SOUTHEAST OF HWY 301 AND AG8797'INTERSTATE 4. AG8797' AG8797'TO REACH THE STATION FROM THE INTERSECTION OF FORBES ROAD AND AG8797'INTERSTATE 4, PROCEED SOUTH ON FORBES ROAD FOR ABOUT 3.5 MILES TO THE AG8797'INTERSECTION WITH SYDNEY ROAD(SALEM CHURCH ROAD) THEN EAST ON SYDNEY AG8797'ROAD ABOUT 1.25 MILES TO THE INTERSECTION WITH TURKEY CREEK ROAD, THEN AG8797'SOUTH ON TURKEY CREEK ROAD ABOUT .35 MILES TO STATION ON THE EAST. AG8797' AG8797'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---DR-P---SET INTO THE AG8797'TOP OF A 6 INCH ROUND CONCRETE MONUMENT RECESSED 4 INCHES BELOW THE AG8797'GROUND, LOCATED 16 FEET WEST OF THE CENTERLINE OF TURKEY CREEK ROAD, AG8797'28.5 FEET NORTH OF A METAL WITNESS POST, 46 FEET NORTH OF A DRIVEWAY, AG8797'74 FEET SOUTHWEST OF A POWER POLE, 53.5 FEET NORTHWEST OF AN 8 INCH AG8797'OAK TREE, 57.7 FEET EAST OF A 48 INCH PINE TREE. THERE IS NO AG8797'UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE. AG8797 AG8797 STATION RECOVERY (2005) AG8797 AG8797'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG8797'MARK NOT FOUND. THE SPECIFIC SITE COULD NOT BE LOCATED. NO WITNESS AG8797'POST WAS FOUND TO DETERMINE THE SPECIFIC SITE. MULTIPLE TREES, AG8797'DRIVEWAYS, AND POWER POLES EXIST IN THE VICINITY, CONSEQUENTLY, THE AG8797'SPECIFIC SITE COULD NOT BE DETERMINED. A GPS WOULD ASSIST IN FINDING AG8797'THE MARK. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG8798 *********************************************************************** AG8798 DESIGNATION - DR Q AG8798 PID - AG8798 AG8798 STATE/COUNTY- FL/HILLSBOROUGH AG8798 USGS QUAD - DOVER (1987) AG8798 AG8798 *CURRENT SURVEY CONTROL AG8798 ___________________________________________________________________ AG8798* NAD 83(1990)- 27 58 34.68942(N) 082 10 13.52037(W) ADJUSTED AG8798* NAVD 88 - 35.09 (+/-2cm) 115.1 (feet) VERTCON AG8798 ___________________________________________________________________ AG8798 LAPLACE CORR- -2.18 (seconds) DEFLEC99 AG8798 GEOID HEIGHT- -25.42 (meters) GEOID03 AG8798 AG8798 HORZ ORDER - SECOND AG8798 VERT ORDER - THIRD ? (See Below) AG8798 AG8798.The horizontal coordinates were established by classical geodetic methods AG8798.and adjusted by the National Geodetic Survey in May 1991. AG8798 AG8798.The NAVD 88 height was computed by applying the VERTCON shift value to AG8798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8798.The vertical order pertains to the NGVD 29 superseded value. AG8798 AG8798.The Laplace correction was computed from DEFLEC99 derived deflections. AG8798 AG8798.The geoid height was determined by GEOID03. AG8798 AG8798; North East Units Scale Factor Converg. AG8798;SPC FL W - 403,594.711 183,234.248 MT 0.99994464 -0 04 47.8 AG8798;UTM 17 - 3,095,128.874 384,891.444 MT 0.99976354 -0 32 56.8 AG8798 AG8798! - Elev Factor x Scale Factor = Combined Factor AG8798!SPC FL W - 0.99999848 x 0.99994464 = 0.99994312 AG8798!UTM 17 - 0.99999848 x 0.99976354 = 0.99976202 AG8798 AG8798 SUPERSEDED SURVEY CONTROL AG8798 AG8798 NAD 83(1986)- 27 58 34.69673(N) 082 10 13.54238(W) AD( ) 2 AG8798 NGVD 29 (06/09/89) 35.36 (m) 116.0 (f) LEVELING 3 AG8798 AG8798.Superseded values are not recommended for survey control. AG8798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8798.See file dsdata.txt to determine how the superseded data were derived. AG8798 AG8798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8489195129(NAD 83) AG8798_MARKER: DE = TRAVERSE STATION DISK AG8798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8798_SP_SET: SET IN TOP OF CONCRETE MONUMENT AG8798_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG8798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8798+STABILITY: SURFACE MOTION AG8798 AG8798 HISTORY - Date Condition Report By AG8798 HISTORY - 1983 MONUMENTED FL-057 AG8798 HISTORY - 20050319 MARK NOT FOUND USPSQD AG8798 AG8798 STATION DESCRIPTION AG8798 AG8798'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG8798'THE STATION LOCATED APPROXIMATELY 9 MILES EAST SOUTHEAST OF THE AG8798'INTERSECTION OF INTERSTATES 4 AND 75. AG8798' AG8798'TO REACH THE STATION FROM THE INTERSECTION OF HWY 60 AND TURKEY CREEK AG8798'ROAD PROCEED NORTH ON TURKEY CREEK ROAD 2.6 MILES TO STATION ON LEFT. AG8798' AG8798'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---DR-Q---THE SURFACE AG8798'DISK IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT RECESSED AG8798'FOUR INCHES BELOW THE GROUND, LOCATED 240.5 FEET SOUTH OF THE AG8798'CENTERLINE OF CHARLESTON AVENUE, 4 FEET EAST OF A WITNESS POST, 5 FEET AG8798'EAST OF A TELEPHONE POLE, 53 FEET SOUTH EAST OF END OF A FENCE, 138 AG8798'FEET SOUTHWEST OF A POWER POLE, 18 FEET WEST OF THE CENTERLINE OF AG8798'TURKEY CREEK ROAD, 71.5 FEET NORTH OF THE CENTER OF A PAVED DRIVEWAY, AG8798'82.4 FEET NORTHEAST OF A TELEPHONE POLE. THERE IS NO UNDERGROUND AG8798'MARK. STATION IS A COUNTY TRAVERSE. AG8798 AG8798 STATION RECOVERY (2005) AG8798 AG8798'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG8798'MARK NOT FOUND. THE SITE WAS FOUND 4 FEET EAST OF A WITNESS POST, AG8798'HOWEVER COULD NOT DIG FOR THE MARK DUE TO LARGE DOGS LOOSE IN THE AREA AG8798'THAT WERE APPROACHING AS THE DIGGING BEGAN. IT WAS NOT POSSIBLE TO AG8798'SEARCH FURTHER AT THIS TIME. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG8799 *********************************************************************** AG8799 DESIGNATION - DR R AG8799 PID - AG8799 AG8799 STATE/COUNTY- FL/HILLSBOROUGH AG8799 USGS QUAD - DOVER (1987) AG8799 AG8799 *CURRENT SURVEY CONTROL AG8799 ___________________________________________________________________ AG8799* NAD 83(1990)- 27 58 00.88248(N) 082 10 13.03889(W) ADJUSTED AG8799* NAVD 88 - 30.18 (+/-2cm) 99.0 (feet) VERTCON AG8799 ___________________________________________________________________ AG8799 LAPLACE CORR- -2.12 (seconds) DEFLEC99 AG8799 GEOID HEIGHT- -25.39 (meters) GEOID03 AG8799 AG8799 HORZ ORDER - SECOND AG8799 VERT ORDER - THIRD ? (See Below) AG8799 AG8799.The horizontal coordinates were established by classical geodetic methods AG8799.and adjusted by the National Geodetic Survey in May 1991. AG8799 AG8799.The NAVD 88 height was computed by applying the VERTCON shift value to AG8799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8799.The vertical order pertains to the NGVD 29 superseded value. AG8799 AG8799.The Laplace correction was computed from DEFLEC99 derived deflections. AG8799 AG8799.The geoid height was determined by GEOID03. AG8799 AG8799; North East Units Scale Factor Converg. AG8799;SPC FL W - 402,554.070 183,245.955 MT 0.99994464 -0 04 47.5 AG8799;UTM 17 - 3,094,088.361 384,894.630 MT 0.99976353 -0 32 56.0 AG8799 AG8799! - Elev Factor x Scale Factor = Combined Factor AG8799!SPC FL W - 0.99999925 x 0.99994464 = 0.99994389 AG8799!UTM 17 - 0.99999925 x 0.99976353 = 0.99976278 AG8799 AG8799 SUPERSEDED SURVEY CONTROL AG8799 AG8799 NAD 83(1986)- 27 58 00.88990(N) 082 10 13.06101(W) AD( ) 2 AG8799 NGVD 29 (06/09/89) 30.45 (m) 99.9 (f) LEVELING 3 AG8799 AG8799.Superseded values are not recommended for survey control. AG8799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8799.See file dsdata.txt to determine how the superseded data were derived. AG8799 AG8799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8489594088(NAD 83) AG8799_MARKER: DE = TRAVERSE STATION DISK AG8799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8799_SP_SET: SET IN TOP OF CONCRETE MONUMENT AG8799_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AG8799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8799+STABILITY: SURFACE MOTION AG8799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8799+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2003 AG8799 AG8799 HISTORY - Date Condition Report By AG8799 HISTORY - 1983 MONUMENTED FL-057 AG8799 HISTORY - 19990501 GOOD USPSQD AG8799 HISTORY - 20031031 GOOD PICKET AG8799 HISTORY - 20050319 MARK NOT FOUND USPSQD AG8799 AG8799 STATION DESCRIPTION AG8799 AG8799'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG8799'THE STATION IS LOCATED APPROXIMATELY 9 MILES EAST SOUTHEAST OF THE AG8799'INTERSECTION OF INTERSTATES 4 AND 75. AG8799' AG8799'TO REACH THE STATION FROM THE INTERSECTION OF HWY 60 AND TURKEY CREEK AG8799'ROAD PROCEED NORTH ON TURKEY CREEK ROAD 2 MILES TO THE INTERSECTION AG8799'WITH TRAPNELL ROAD. STATION IS IN THE SOUTHEAST CORNER. AG8799' AG8799'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---DR-R---THE SURFACE AG8799'DISK IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT RECESSED AG8799'FOUR INCHES BELOW THE GROUND, LOCATED 3.4 FEET NORTHWEST OF A WITNESS AG8799'POST, 4.3 FEET NORTH OF A POWER POLE, 33.5 FEET NORTHWEST OF A AG8799'RAILROAD SPIKE IN THE CENTER OF INTERSECTION, 23 FEET SOUTH OF THE AG8799'CENTERLINE OF TRAPNELL ROAD, 24.7 FEET EAST OF THE CENTERLINE OF AG8799'TURKEY CREEK ROAD, 35.4 WEST OF A TELEPHONE POLE, 29.5 FEET NORTHWEST AG8799'OF AN 8 INCH PINE. THERE IS NO UNDERGROUND MARK. STATION IS A COUNTY AG8799'TRAVERSE. AG8799 AG8799 STATION RECOVERY (1999) AG8799 AG8799'RECOVERY NOTE BY US POWER SQUADRON 1999 AG8799'RECOVERED IN GOOD CONDITION. AG8799 AG8799 STATION RECOVERY (2003) AG8799 AG8799'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2003 AG8799'RECOVERED IN GOOD CONDITION. AG8799 AG8799 STATION RECOVERY (2005) AG8799 AG8799'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG8799'MARK NOT FOUND. THE MARK IS EXTREMELY CLOSE TO THE ROADWAY. THE AG8799'TRAFFIC AT THE INTERSECTION WAS TOO HEAVY TO MEASURE THE SPECIFIC AG8799'DISTANCE FROM THE CENTERLINE OF THE ROADS TO DETERMINE THE SPECIFIC AG8799'SITE OF THE MARK. COULD NOT DIG FOR THE MARK AT THIS TIME. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG7525 *********************************************************************** AG7525 DESIGNATION - HIL 17 FLDNR AG7525 PID - AG7525 AG7525 STATE/COUNTY- FL/HILLSBOROUGH AG7525 USGS QUAD - RUSKIN (1987) AG7525 AG7525 *CURRENT SURVEY CONTROL AG7525 ___________________________________________________________________ AG7525* NAD 83(1986)- 27 44 07. (N) 082 27 37. (W) SCALED AG7525* NAVD 88 - 1.151 (meters) 3.78 (feet) ADJUSTED AG7525 ___________________________________________________________________ AG7525 GEOID HEIGHT- -24.77 (meters) GEOID03 AG7525 DYNAMIC HT - 1.149 (meters) 3.77 (feet) COMP AG7525 MODELED GRAV- 979,162.6 (mgal) NAVD 88 AG7525 AG7525 VERT ORDER - SECOND CLASS I AG7525 AG7525.The horizontal coordinates were scaled from a topographic map and have AG7525.an estimated accuracy of +/- 6 seconds. AG7525 AG7525.The orthometric height was determined by differential leveling AG7525.and adjusted by the National Geodetic Survey in June 1991. AG7525 AG7525.The geoid height was determined by GEOID03. AG7525 AG7525.The dynamic height is computed by dividing the NAVD 88 AG7525.geopotential number by the normal gravity value computed on the AG7525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7525.degrees latitude (g = 980.6199 gals.). AG7525 AG7525.The modeled gravity was interpolated from observed gravity values. AG7525 AG7525; North East Units Estimated Accuracy AG7525;SPC FL W - 376,960. 154,620. MT (+/- 180 meters Scaled) AG7525 AG7525 SUPERSEDED SURVEY CONTROL AG7525 AG7525.No superseded survey control is available for this station. AG7525 AG7525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL560687(NAD 83) AG7525_MARKER: DB = BENCH MARK DISK AG7525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7525_SP_SET: CONCRETE POST AG7525_STAMPING: HIL 17 1982 BSM AG7525_MARK LOGO: FLDNR AG7525_PROJECTION: FLUSH AG7525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7525+STABILITY: SURFACE MOTION AG7525 AG7525 HISTORY - Date Condition Report By AG7525 HISTORY - 1982 MONUMENTED FLDNR AG7525 HISTORY - 19910326 GOOD USPSQD AG7525 HISTORY - 20050306 MARK NOT FOUND USPSQD AG7525 AG7525 STATION DESCRIPTION AG7525 AG7525'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7525'2.7 MI NW FROM RUSKIN. AG7525'BEGIN AT THE RUSKIN POST OFFICE, GO 0.9 MILE NORTH ON U.S. HIGHWAY AG7525'41 TO THE INTERSECTION OF 19TH AVENUE, GO 1.8 MILES WEST ON 19TH AG7525'AVENUE TO THE MARK. THE MARK BEARS 32.8 FEET NORTH OF THE AG7525'CENTERLINE OF 19TH AVENUE, 7.2 FEET SOUTH OF A POWER POLE, AND 2.1 AG7525'FEET SOUTH OF A WITNESS POST. AG7525'THE MARK IS 2 FT BELOW ROAD. AG7525 AG7525 STATION RECOVERY (1991) AG7525 AG7525'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF) AG7525'RECOVERED IN GOOD CONDITION. AG7525 AG7525 STATION RECOVERY (2005) AG7525 AG7525'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM) AG7525'MARK SEARCHED FOR BUT NOT FOUND. SPECIFIC SITE COULD NOT BE AG7525'DETERMINED AS THERE WAS NO WITNESS POST FOUND IN THE AREA.