1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7535 *********************************************************************** AG7535 TIDAL BM - This is a Tidal Bench Mark. AG7535 DESIGNATION - 872 6573 TIDAL 4 AG7535 PID - AG7535 AG7535 STATE/COUNTY- FL/HILLSBOROUGH AG7535 USGS QUAD - GIBSONTON (1987) AG7535 AG7535 *CURRENT SURVEY CONTROL AG7535 ___________________________________________________________________ AG7535* NAD 83(1986)- 27 50 16. (N) 082 29 09. (W) SCALED AG7535* NAVD 88 - 1.566 (meters) 5.14 (feet) ADJUSTED AG7535 ___________________________________________________________________ AG7535 GEOID HEIGHT- -24.74 (meters) GEOID99 AG7535 DYNAMIC HT - 1.564 (meters) 5.13 (feet) COMP AG7535 MODELED GRAV- 979,175.6 (mgal) NAVD 88 AG7535 AG7535 VERT ORDER - SECOND CLASS I AG7535 AG7535.This mark is at Mac Dill Afb Airport (MCF) AG7535 AG7535.The horizontal coordinates were scaled from a topographic map and have AG7535.an estimated accuracy of +/- 6 seconds. AG7535 AG7535.The orthometric height was determined by differential leveling AG7535.and adjusted by the National Geodetic Survey in June 1991. AG7535 AG7535.This Tidal Bench Mark is designated as VM 6573 AG7535.by the Center for Operational Oceanographic Products and Services. AG7535 AG7535.The geoid height was determined by GEOID99. AG7535 AG7535.The dynamic height is computed by dividing the NAVD 88 AG7535.geopotential number by the normal gravity value computed on the AG7535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7535.degrees latitude (g = 980.6199 gals.). AG7535 AG7535.The modeled gravity was interpolated from observed gravity values. AG7535 AG7535; North East Units Estimated Accuracy AG7535;SPC FL W - 388,330. 152,140. MT (+/- 180 meters Scaled) AG7535 AG7535 SUPERSEDED SURVEY CONTROL AG7535 AG7535 NGVD 29 (??/??/92) 1.831 (m) 6.01 (f) ADJ UNCH 2 1 AG7535 AG7535.Superseded values are not recommended for survey control. AG7535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7535.See file dsdata.txt to determine how the superseded data were derived. AG7535 AG7535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL536801(NAD 83) AG7535_MARKER: DJ = TIDAL STATION DISK AG7535_SETTING: 30 = CONCRETE MANHOLE COLLAR AG7535_STAMPING: NO 4 1975 AG7535_MARK LOGO: NOS AG7535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7535 AG7535 HISTORY - Date Condition Report By AG7535 HISTORY - 1975 MONUMENTED NOS AG7535 HISTORY - 1982 GOOD FLDNR AG7535 HISTORY - 1990 POOR USPSQD AG7535 HISTORY - 19990321 GOOD USPSQD AG7535 HISTORY - 20030921 POOR USPSQD AG7535 AG7535 STATION DESCRIPTION AG7535 AG7535'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7535'IN TAMPA. AG7535'THE MARK IS AT MACDILL AIR FORCE BASE, NEAR THE JUNCTION OF MARINA AG7535'DRIVE AND SOUTH SHORE ROAD, 290 FEET SOUTH OF THE JUNCTION, AND AG7535'25.6 FEET EAST OF THE CENTERLINE OF MARINA DRIVE. AG7535'THE MARK IS ABOVE LEVEL WITH ROAD. AG7535 AG7535 STATION RECOVERY (1990) AG7535 AG7535'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM) AG7535'MARK RECOVERED IN POOR CONDITION. AG7535 AG7535 STATION RECOVERY (1999) AG7535 AG7535'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7535'RECOVERED IN GOOD CONDITION. AG7535 AG7535 STATION RECOVERY (2003) AG7535 AG7535'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7535'MARK FOUND POOR. THE MARK IS SET IN THE CONCRETE COLLAR OF A MANHOLE AG7535'COVER. IT IS PAINTED OVER WITH GRAY PAINT WHICH MAKES THE NUMBERS AG7535'HARD TO READ. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7532 *********************************************************************** AG7532 TIDAL BM - This is a Tidal Bench Mark. AG7532 DESIGNATION - 872 6604 TIDAL 1 AG7532 PID - AG7532 AG7532 STATE/COUNTY- FL/HILLSBOROUGH AG7532 USGS QUAD - GIBSONTON (1987) AG7532 AG7532 *CURRENT SURVEY CONTROL AG7532 ___________________________________________________________________ AG7532* NAD 83(1986)- 27 51 19. (N) 082 28 54. (W) SCALED AG7532* NAVD 88 - 1.435 (meters) 4.71 (feet) ADJUSTED AG7532 ___________________________________________________________________ AG7532 GEOID HEIGHT- -24.76 (meters) GEOID99 AG7532 DYNAMIC HT - 1.432 (meters) 4.70 (feet) COMP AG7532 MODELED GRAV- 979,177.4 (mgal) NAVD 88 AG7532 AG7532 VERT ORDER - SECOND CLASS I AG7532 AG7532.This mark is at Mac Dill Afb Airport (MCF) AG7532 AG7532.The horizontal coordinates were scaled from a topographic map and have AG7532.an estimated accuracy of +/- 6 seconds. AG7532 AG7532.The orthometric height was determined by differential leveling AG7532.and adjusted by the National Geodetic Survey in June 1991. AG7532 AG7532.This Tidal Bench Mark is designated as VM 6608 AG7532.by the Center for Operational Oceanographic Products and Services. AG7532 AG7532.The geoid height was determined by GEOID99. AG7532 AG7532.The dynamic height is computed by dividing the NAVD 88 AG7532.geopotential number by the normal gravity value computed on the AG7532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7532.degrees latitude (g = 980.6199 gals.). AG7532 AG7532.The modeled gravity was interpolated from observed gravity values. AG7532 AG7532; North East Units Estimated Accuracy AG7532;SPC FL W - 390,270. 152,560. MT (+/- 180 meters Scaled) AG7532 AG7532 SUPERSEDED SURVEY CONTROL AG7532 AG7532 NGVD 29 (??/??/92) 1.700 (m) 5.58 (f) ADJ UNCH 2 1 AG7532 AG7532.Superseded values are not recommended for survey control. AG7532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7532.See file dsdata.txt to determine how the superseded data were derived. AG7532 AG7532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL541820(NAD 83) AG7532_MARKER: DJ = TIDAL STATION DISK AG7532_SETTING: 35 = CONCRETE PAD AG7532_STAMPING: NO 1 1975 AG7532_MARK LOGO: NOS AG7532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7532+STABILITY: SURFACE MOTION AG7532 AG7532 HISTORY - Date Condition Report By AG7532 HISTORY - 1975 MONUMENTED NOS AG7532 HISTORY - 1982 GOOD FLDNR AG7532 HISTORY - 1990 GOOD USPSQD AG7532 HISTORY - 19990321 GOOD USPSQD AG7532 HISTORY - 20030921 MARK NOT FOUND USPSQD AG7532 AG7532 STATION DESCRIPTION AG7532 AG7532'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7532'IN TAMPA. AG7532'THE MARK IS AT MACDILL AIR FORCE BASE, 0.8 MILE SOUTH ALONG AG7532'BAYSHORE DRIVE FROM THE BAYSHORE DRIVE ENTRANCE GATE. THE MARK IS AG7532'NEAR THE DOCKS, 35 FEET WEST OF THE WEST EDGE OF THE DOCK, 23.35 AG7532'FEET NORTHEAST OF THE NORTHWEST CORNER OF BUILDING 353, 22.7 AG7532'FEET NORTHWEST OF THE NORTHEAST CORNER OF BUILDING 353, AND 158 AG7532'FEET NORTHEAST OF TIDAL BENCH MARK NO 2 1975. AG7532'THE MARK IS 1 FT ABOVE GROUND. AG7532 AG7532 STATION RECOVERY (1990) AG7532 AG7532'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM) AG7532'RECOVERED IN GOOD CONDITION. AG7532 AG7532 STATION RECOVERY (1999) AG7532 AG7532'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7532'RECOVERED IN GOOD CONDITION. AG7532 AG7532 STATION RECOVERY (2003) AG7532 AG7532'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7532'MARK NOT FOUND. BUILDING 353 HAS BEEN DEMOLISHED. THE SITE IS FENCED AG7532'IN AND IS UNDER CONSTRUCTION WITH NO TRESPASSING. IT COULD NOT BE AG7532'DETERMINED IF THE MARK STILL EXISTS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7533 *********************************************************************** AG7533 TIDAL BM - This is a Tidal Bench Mark. AG7533 DESIGNATION - 872 6604 TIDAL 2 AG7533 PID - AG7533 AG7533 STATE/COUNTY- FL/HILLSBOROUGH AG7533 USGS QUAD - GIBSONTON (1987) AG7533 AG7533 *CURRENT SURVEY CONTROL AG7533 ___________________________________________________________________ AG7533* NAD 83(1986)- 27 51 19. (N) 082 28 54. (W) SCALED AG7533* NAVD 88 - 1.409 (meters) 4.62 (feet) ADJUSTED AG7533 ___________________________________________________________________ AG7533 GEOID HEIGHT- -24.76 (meters) GEOID99 AG7533 DYNAMIC HT - 1.407 (meters) 4.62 (feet) COMP AG7533 MODELED GRAV- 979,177.4 (mgal) NAVD 88 AG7533 AG7533 VERT ORDER - SECOND CLASS I AG7533 AG7533.This mark is at Mac Dill Afb Airport (MCF) AG7533 AG7533.The horizontal coordinates were scaled from a topographic map and have AG7533.an estimated accuracy of +/- 6 seconds. AG7533 AG7533.The orthometric height was determined by differential leveling AG7533.and adjusted by the National Geodetic Survey in June 1991. AG7533 AG7533.This Tidal Bench Mark is designated as VM 6609 AG7533.by the Center for Operational Oceanographic Products and Services. AG7533 AG7533.The geoid height was determined by GEOID99. AG7533 AG7533.The dynamic height is computed by dividing the NAVD 88 AG7533.geopotential number by the normal gravity value computed on the AG7533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7533.degrees latitude (g = 980.6199 gals.). AG7533 AG7533.The modeled gravity was interpolated from observed gravity values. AG7533 AG7533; North East Units Estimated Accuracy AG7533;SPC FL W - 390,270. 152,560. MT (+/- 180 meters Scaled) AG7533 AG7533 SUPERSEDED SURVEY CONTROL AG7533 AG7533 NGVD 29 (??/??/92) 1.674 (m) 5.49 (f) ADJ UNCH 2 1 AG7533 AG7533.Superseded values are not recommended for survey control. AG7533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7533.See file dsdata.txt to determine how the superseded data were derived. AG7533 AG7533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL541820(NAD 83) AG7533_MARKER: DJ = TIDAL STATION DISK AG7533_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AG7533_STAMPING: NO 2 1975 AG7533_MARK LOGO: NOS AG7533_PROJECTION: FLUSH AG7533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG7533_ROD/PIPE-DEPTH: 14.6 meters AG7533 AG7533 HISTORY - Date Condition Report By AG7533 HISTORY - 1975 MONUMENTED NOS AG7533 HISTORY - 1982 GOOD FLDNR AG7533 HISTORY - 1990 GOOD USPSQD AG7533 HISTORY - 20030921 MARK NOT FOUND USPSQD AG7533 AG7533 STATION DESCRIPTION AG7533 AG7533'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7533'IN TAMPA. AG7533'THE MARK IS AT MACDILL AIR FORCE BASE, 0.8 MILE SOUTH ALONG BAYSHORE AG7533'DRIVE FROM THE BAYSHORE DRIVE ENTRANCE GATE. THE MARK IS NEAR THE AG7533'DOCKS AND BUILDING 353, 62.5 FEET EAST OF THE CENTERLINE OF BAYSHORE AG7533'DRIVE, 2 FEET NORTH OF POWER POLE 1-29A1, 173 FEET WEST OF THE AG7533'WEST EDGE OF THE DOCK, 158 FEET SOUTHWEST OF TIDAL BENCH MARK NO 1 AG7533'1975, AND 158 FEET WEST OF TIDAL BENCH MARK MDF 46 1952. AG7533 AG7533 STATION RECOVERY (1990) AG7533 AG7533'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM) AG7533'RECOVERED IN GOOD CONDITION. AG7533 AG7533 STATION RECOVERY (2003) AG7533 AG7533'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7533'MARK NOT FOUND. BUILDING 353 HAS BEEN DEMOLISHED. THE SITE IS FENCED AG7533'IN AND IS UNDER CONSTRUCTION WITH NO TRESPASSING. IT COULD NOT BE AG7533'DETERMINED IF THE MARK STILL EXISTS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7567 *********************************************************************** AG7567 TIDAL BM - This is a Tidal Bench Mark. AG7567 DESIGNATION - 872 6621 A TIDAL AG7567 PID - AG7567 AG7567 STATE/COUNTY- FL/HILLSBOROUGH AG7567 USGS QUAD - PORT TAMPA (1983) AG7567 AG7567 *CURRENT SURVEY CONTROL AG7567 ___________________________________________________________________ AG7567* NAD 83(1986)- 27 52 02. (N) 082 32 08. (W) SCALED AG7567* NAVD 88 - 1.425 (meters) 4.68 (feet) ADJUSTED AG7567 ___________________________________________________________________ AG7567 GEOID HEIGHT- -24.70 (meters) GEOID99 AG7567 DYNAMIC HT - 1.423 (meters) 4.67 (feet) COMP AG7567 MODELED GRAV- 979,179.8 (mgal) NAVD 88 AG7567 AG7567 VERT ORDER - SECOND CLASS I AG7567 AG7567.The horizontal coordinates were scaled from a topographic map and have AG7567.an estimated accuracy of +/- 6 seconds. AG7567 AG7567.The orthometric height was determined by differential leveling AG7567.and adjusted by the National Geodetic Survey in June 1991. AG7567 AG7567.This Tidal Bench Mark is designated as VM 6628 AG7567.by the Center for Operational Oceanographic Products and Services. AG7567 AG7567.The geoid height was determined by GEOID99. AG7567 AG7567.The dynamic height is computed by dividing the NAVD 88 AG7567.geopotential number by the normal gravity value computed on the AG7567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7567.degrees latitude (g = 980.6199 gals.). AG7567 AG7567.The modeled gravity was interpolated from observed gravity values. AG7567 AG7567; North East Units Estimated Accuracy AG7567;SPC FL W - 391,610. 147,260. MT (+/- 180 meters Scaled) AG7567 AG7567 SUPERSEDED SURVEY CONTROL AG7567 AG7567 NGVD 29 (??/??/92) 1.693 (m) 5.55 (f) ADJ UNCH 2 1 AG7567 AG7567.Superseded values are not recommended for survey control. AG7567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7567.See file dsdata.txt to determine how the superseded data were derived. AG7567 AG7567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL488834(NAD 83) AG7567_MARKER: DJ = TIDAL STATION DISK AG7567_SETTING: 35 = CONCRETE BASE FOR FLAGPOLE AG7567_STAMPING: 6621 A 1976 AG7567_MARK LOGO: NOS AG7567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7567+STABILITY: SURFACE MOTION AG7567 AG7567 HISTORY - Date Condition Report By AG7567 HISTORY - 1976 MONUMENTED NOS AG7567 HISTORY - 1982 GOOD FLDNR AG7567 HISTORY - 1989 GOOD USPSQD AG7567 HISTORY - 1990 GOOD USPSQD AG7567 HISTORY - 19990318 GOOD USPSQD AG7567 HISTORY - 20020824 GOOD USPSQD AG7567 HISTORY - 20030921 GOOD USPSQD AG7567 AG7567 STATION DESCRIPTION AG7567 AG7567'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7567'IN PORT TAMPA. AG7567'BEGIN IN TAMPA AT THE INTERSECTION OF GANDY BOULEVARD (U.S. HIGHWAY AG7567'92) AND SOUTH WEST SHORE BOULEVARD, GO 2.0 MILES SOUTH ON WEST AG7567'SHORE BOULEVARD TO THE INTERSECTION OF PRESCOTT AVENUE IN THE CITY AG7567'OF PORT TAMPA, GO 0.6 MILE WEST ON PRESCOTT AVENUE TO THE MARK. AG7567'THE MARK IS IN THE BASE FOR THE FLAGPOLE IN FRONT OF THE AMERICAN AG7567'LEGION HALL, 1.7 FEET NORTH OF THE CENTER OF THE SIDEWALK LEADING AG7567'TO THE HALL ENTRANCE, 44.5 FEET NORTHEAST OF THE SOUTHEAST CORNER AG7567'OF THE BUILDING, AND 47 FEET SOUTHEAST OF THE NORTHEAST CORNER OF AG7567'THE BUILDING. AG7567 AG7567 STATION RECOVERY (1989) AG7567 AG7567'RECOVERY NOTE BY US POWER SQUADRON 1989 (RPS) AG7567'RECOVERED IN GOOD CONDITION. AG7567 AG7567 STATION RECOVERY (1990) AG7567 AG7567'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM) AG7567'RECOVERED IN GOOD CONDITION. AG7567 AG7567 STATION RECOVERY (1999) AG7567 AG7567'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7567'RECOVERED IN GOOD CONDITION. AG7567 AG7567 STATION RECOVERY (2002) AG7567 AG7567'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM) AG7567'RECOVERED IN GOOD CONDITION. AG7567 AG7567 STATION RECOVERY (2003) AG7567 AG7567'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7567'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7566 *********************************************************************** AG7566 TIDAL BM - This is a Tidal Bench Mark. AG7566 DESIGNATION - 872 6621 B TIDAL AG7566 PID - AG7566 AG7566 STATE/COUNTY- FL/HILLSBOROUGH AG7566 USGS QUAD - PORT TAMPA (1983) AG7566 AG7566 *CURRENT SURVEY CONTROL AG7566 ___________________________________________________________________ AG7566* NAD 83(1986)- 27 52 02. (N) 082 32 08. (W) SCALED AG7566* NAVD 88 - 1.039 (meters) 3.41 (feet) ADJUSTED AG7566 ___________________________________________________________________ AG7566 GEOID HEIGHT- -24.70 (meters) GEOID99 AG7566 DYNAMIC HT - 1.038 (meters) 3.41 (feet) COMP AG7566 MODELED GRAV- 979,179.8 (mgal) NAVD 88 AG7566 AG7566 VERT ORDER - SECOND CLASS I AG7566 AG7566.The horizontal coordinates were scaled from a topographic map and have AG7566.an estimated accuracy of +/- 6 seconds. AG7566 AG7566.The orthometric height was determined by differential leveling AG7566.and adjusted by the National Geodetic Survey in June 1991. AG7566 AG7566.This Tidal Bench Mark is designated as VM 6629 AG7566.by the Center for Operational Oceanographic Products and Services. AG7566 AG7566.The geoid height was determined by GEOID99. AG7566 AG7566.The dynamic height is computed by dividing the NAVD 88 AG7566.geopotential number by the normal gravity value computed on the AG7566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7566.degrees latitude (g = 980.6199 gals.). AG7566 AG7566.The modeled gravity was interpolated from observed gravity values. AG7566 AG7566; North East Units Estimated Accuracy AG7566;SPC FL W - 391,610. 147,260. MT (+/- 180 meters Scaled) AG7566 AG7566 SUPERSEDED SURVEY CONTROL AG7566 AG7566 NGVD 29 (??/??/92) 1.308 (m) 4.29 (f) ADJ UNCH 2 1 AG7566 AG7566.Superseded values are not recommended for survey control. AG7566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7566.See file dsdata.txt to determine how the superseded data were derived. AG7566 AG7566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL488834(NAD 83) AG7566_MARKER: DJ = TIDAL STATION DISK AG7566_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AG7566_STAMPING: 6621 B 1976 AG7566_MARK LOGO: NOS AG7566_PROJECTION: RECESSED 8 CENTIMETERS AG7566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG7566_ROD/PIPE-DEPTH: 12.2 meters AG7566 AG7566 HISTORY - Date Condition Report By AG7566 HISTORY - 1976 MONUMENTED NOS AG7566 HISTORY - 1982 GOOD FLDNR AG7566 HISTORY - 1989 GOOD USPSQD AG7566 HISTORY - 1990 GOOD USPSQD AG7566 HISTORY - 19990318 MARK NOT FOUND USPSQD AG7566 HISTORY - 20030923 GOOD USPSQD AG7566 AG7566 STATION DESCRIPTION AG7566 AG7566'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7566'IN PORT TAMPA. AG7566'BEGIN IN TAMPA AT THE INTERSECTION OF GANDY BOULEVARD (U.S. AG7566'HIGHWAY 92) AND SOUTH WEST SHORE BOULEVARD, GO 2.0 MILES SOUTH ON AG7566'WEST SHORE BOULEVARD TO THE INTERSECTION OF PRESCOTT AVENUE AG7566'IN THE CITY OF PORT TAMPA, GO 0.6 MILE WEST ON PRESCOTT AG7566'AVENUE TO THE MARK. AG7566'THE MARK IS IN THE PARKING AREA OF THE AMERICAN LEGION, 59.9 FEET AG7566'EAST OF THE NORTHEAST CORNER OF THE AMERICAN LEGION HALL, 11 FEET AG7566'WEST-NORTHWEST OF A LIGHT POLE, 35 FEET NORTHEAST OF THE FLAGPOLE, AG7566'AND APPROXIMATELY 205 FEET WEST OF TIDAL BENCH MARK 6621 C 1976. AG7566 AG7566 STATION RECOVERY (1989) AG7566 AG7566'RECOVERY NOTE BY US POWER SQUADRON 1989 (RPS) AG7566'RECOVERED IN GOOD CONDITION. AG7566 AG7566 STATION RECOVERY (1990) AG7566 AG7566'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM) AG7566'RECOVERED IN GOOD CONDITION. AG7566 AG7566 STATION RECOVERY (1999) AG7566 AG7566'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7566'MARK NOT FOUND. AG7566 AG7566 STATION RECOVERY (2003) AG7566 AG7566'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7566'MARK FOUND GOOD. POWER POLE OLD NUMBER IS 5837 AND THE NEW NUMBER IS AG7566'22680-38468. THE MARK IS 6 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7565 *********************************************************************** AG7565 TIDAL BM - This is a Tidal Bench Mark. AG7565 DESIGNATION - 872 6621 C TIDAL AG7565 PID - AG7565 AG7565 STATE/COUNTY- FL/HILLSBOROUGH AG7565 USGS QUAD - PORT TAMPA (1983) AG7565 AG7565 *CURRENT SURVEY CONTROL AG7565 ___________________________________________________________________ AG7565* NAD 83(1986)- 27 52 02. (N) 082 32 08. (W) SCALED AG7565* NAVD 88 - 1.085 (meters) 3.56 (feet) ADJUSTED AG7565 ___________________________________________________________________ AG7565 GEOID HEIGHT- -24.70 (meters) GEOID99 AG7565 DYNAMIC HT - 1.084 (meters) 3.56 (feet) COMP AG7565 MODELED GRAV- 979,179.8 (mgal) NAVD 88 AG7565 AG7565 VERT ORDER - SECOND CLASS I AG7565 AG7565.The horizontal coordinates were scaled from a topographic map and have AG7565.an estimated accuracy of +/- 6 seconds. AG7565 AG7565.The orthometric height was determined by differential leveling AG7565.and adjusted by the National Geodetic Survey in June 1991. AG7565 AG7565.This Tidal Bench Mark is designated as VM 6630 AG7565.by the Center for Operational Oceanographic Products and Services. AG7565 AG7565.The geoid height was determined by GEOID99. AG7565 AG7565.The dynamic height is computed by dividing the NAVD 88 AG7565.geopotential number by the normal gravity value computed on the AG7565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7565.degrees latitude (g = 980.6199 gals.). AG7565 AG7565.The modeled gravity was interpolated from observed gravity values. AG7565 AG7565; North East Units Estimated Accuracy AG7565;SPC FL W - 391,610. 147,260. MT (+/- 180 meters Scaled) AG7565 AG7565 SUPERSEDED SURVEY CONTROL AG7565 AG7565 NGVD 29 (??/??/92) 1.353 (m) 4.44 (f) ADJ UNCH 2 1 AG7565 AG7565.Superseded values are not recommended for survey control. AG7565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7565.See file dsdata.txt to determine how the superseded data were derived. AG7565 AG7565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL488834(NAD 83) AG7565_MARKER: DJ = TIDAL STATION DISK AG7565_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AG7565_STAMPING: 6621 C 1976 AG7565_MARK LOGO: NOS AG7565_PROJECTION: FLUSH AG7565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG7565_ROD/PIPE-DEPTH: 12.2 meters AG7565 AG7565 HISTORY - Date Condition Report By AG7565 HISTORY - 1976 MONUMENTED NOS AG7565 HISTORY - 1982 GOOD FLDNR AG7565 HISTORY - 1989 GOOD USPSQD AG7565 HISTORY - 1990 GOOD USPSQD AG7565 HISTORY - 19990318 MARK NOT FOUND USPSQD AG7565 HISTORY - 20030923 GOOD USPSQD AG7565 AG7565 STATION DESCRIPTION AG7565 AG7565'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7565'IN PORT TAMPA. AG7565'BEGIN IN TAMPA AT THE INTERSECTION OF GANDY BOULEVARD (U.S. AG7565'HIGHWAY 92) AND SOUTH WEST SHORE BOULEVARD, GO 2.0 MILES SOUTH ON AG7565'WEST SHORE BOULEVARD TO THE INTERSECTION OF PRESCOTT AVENUE AG7565'IN THE CITY OF PORT TAMPA, GO 0.6 MILE WEST ON PRESCOTT AG7565'AVENUE TO THE MARK. AG7565'THE MARK IS NEAR THE AMERICAN LEGION HALL, 23.35 FEET NORTH OF AG7565'THE CENTERLINE OF PRESCOTT AVENUE, 2.4 FEET WEST OF POWER AND AG7565'LIGHT POLE 5407, 24.2 FEET WEST-SOUTHWEST OF A GAS PIPELINE AG7565'MARKER, AND APPROXIMATELY 205 FEET EAST OF TIDAL BENCH MARK AG7565'6621 B 1976. AG7565 AG7565 STATION RECOVERY (1989) AG7565 AG7565'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM) AG7565'RECOVERED IN GOOD CONDITION. AG7565 AG7565 STATION RECOVERY (1990) AG7565 AG7565'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM) AG7565'RECOVERED IN GOOD CONDITION. AG7565 AG7565 STATION RECOVERY (1999) AG7565 AG7565'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7565'MARK NOT FOUND. AG7565 AG7565 STATION RECOVERY (2003) AG7565 AG7565'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7565'MARK FOUND GOOD. THE GAS PIPELINE REFERENCED IN THE 1982 DESCRIPTION AG7565'NO LONGER EXISTS. THE NEW POWER POLE NUMBER IS 22714-38468. THE MARK AG7565'IS 4 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7564 *********************************************************************** AG7564 TIDAL BM - This is a Tidal Bench Mark. AG7564 DESIGNATION - 872 6621 E TIDAL AG7564 PID - AG7564 AG7564 STATE/COUNTY- FL/HILLSBOROUGH AG7564 USGS QUAD - PORT TAMPA (1983) AG7564 AG7564 *CURRENT SURVEY CONTROL AG7564 ___________________________________________________________________ AG7564* NAD 83(1986)- 27 52 02. (N) 082 32 08. (W) SCALED AG7564* NAVD 88 - 0.806 (meters) 2.64 (feet) ADJUSTED AG7564 ___________________________________________________________________ AG7564 GEOID HEIGHT- -24.70 (meters) GEOID99 AG7564 DYNAMIC HT - 0.805 (meters) 2.64 (feet) COMP AG7564 MODELED GRAV- 979,179.8 (mgal) NAVD 88 AG7564 AG7564 VERT ORDER - SECOND CLASS I AG7564 AG7564.The horizontal coordinates were scaled from a topographic map and have AG7564.an estimated accuracy of +/- 6 seconds. AG7564 AG7564.The orthometric height was determined by differential leveling AG7564.and adjusted by the National Geodetic Survey in June 1991. AG7564 AG7564.This Tidal Bench Mark is designated as VM 6631 AG7564.by the Center for Operational Oceanographic Products and Services. AG7564 AG7564.The geoid height was determined by GEOID99. AG7564 AG7564.The dynamic height is computed by dividing the NAVD 88 AG7564.geopotential number by the normal gravity value computed on the AG7564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7564.degrees latitude (g = 980.6199 gals.). AG7564 AG7564.The modeled gravity was interpolated from observed gravity values. AG7564 AG7564; North East Units Estimated Accuracy AG7564;SPC FL W - 391,610. 147,260. MT (+/- 180 meters Scaled) AG7564 AG7564 SUPERSEDED SURVEY CONTROL AG7564 AG7564 NGVD 29 (??/??/92) 1.074 (m) 3.52 (f) ADJ UNCH 2 1 AG7564 AG7564.Superseded values are not recommended for survey control. AG7564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7564.See file dsdata.txt to determine how the superseded data were derived. AG7564 AG7564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL488834(NAD 83) AG7564_MARKER: DJ = TIDAL STATION DISK AG7564_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AG7564_STAMPING: 6621 E 1976 AG7564_MARK LOGO: NOS AG7564_PROJECTION: FLUSH AG7564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG7564_ROD/PIPE-DEPTH: 12.2 meters AG7564 AG7564 HISTORY - Date Condition Report By AG7564 HISTORY - 1976 MONUMENTED NOS AG7564 HISTORY - 1982 GOOD FLDNR AG7564 HISTORY - 1989 GOOD USPSQD AG7564 HISTORY - 1990 GOOD USPSQD AG7564 HISTORY - 19990318 GOOD USPSQD AG7564 HISTORY - 20020824 GOOD USPSQD AG7564 HISTORY - 20030921 GOOD USPSQD AG7564 AG7564 STATION DESCRIPTION AG7564 AG7564'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7564'IN PORT TAMPA. AG7564'BEGIN IN TAMPA AT THE INTERSECTION OF GANDY BOULEVARD (U.S. AG7564'HIGHWAY 92) AND SOUTH WEST SHORE BOULEVARD, GO 2.0 MILES AG7564'SOUTH ON WEST SHORE BOULEVARD TO THE INTERSECTION OF PRESCOTT AG7564'AVENUE IN THE CITY OF PORT TAMPA, AG7564'GO 0.5 MILE WEST ON PRESCOTT AVENUE TO THE MARK. THE MARK AG7564'BEARS 24.7 FEET NORTH OF THE CENTERLINE OF THE AVENUE, 5.2 AG7564'FEET WEST OF POWER POLE 5401, 5.3 FEET WEST-SOUTHWEST AG7564'OF A CABBAGE PALM, AND 34.5 FEET EAST OF ANOTHER CABBAGE AG7564'PALM. AG7564 AG7564 STATION RECOVERY (1989) AG7564 AG7564'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM) AG7564'RECOVERED IN GOOD CONDITION. AG7564 AG7564 STATION RECOVERY (1990) AG7564 AG7564'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM) AG7564'RECOVERED IN GOOD CONDITION. AG7564 AG7564 STATION RECOVERY (1999) AG7564 AG7564'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7564'RECOVERED IN GOOD CONDITION. AG7564 AG7564 STATION RECOVERY (2002) AG7564 AG7564'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM) AG7564'RECOVERED IN GOOD CONDITION. AG7564 AG7564 STATION RECOVERY (2003) AG7564 AG7564'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7564'MARK FOUND GOOD. THE 1982 DESCRIPTION IS ADEQUATE, EXCEPT THE POWER AG7564'POLE IS NOW NUMBERED 22675-38467. THE MARK IS 5.3 FEET WEST-NORTHWEST AG7564'OF A CABBAGE PALM, NOT WEST-SOUTHWEST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7563 *********************************************************************** AG7563 TIDAL BM - This is a Tidal Bench Mark. AG7563 DESIGNATION - 872 6621 F TIDAL AG7563 PID - AG7563 AG7563 STATE/COUNTY- FL/HILLSBOROUGH AG7563 USGS QUAD - PORT TAMPA (1983) AG7563 AG7563 *CURRENT SURVEY CONTROL AG7563 ___________________________________________________________________ AG7563* NAD 83(1986)- 27 52 02. (N) 082 32 08. (W) SCALED AG7563* NAVD 88 - 0.878 (meters) 2.88 (feet) ADJUSTED AG7563 ___________________________________________________________________ AG7563 GEOID HEIGHT- -24.70 (meters) GEOID99 AG7563 DYNAMIC HT - 0.877 (meters) 2.88 (feet) COMP AG7563 MODELED GRAV- 979,179.8 (mgal) NAVD 88 AG7563 AG7563 VERT ORDER - SECOND CLASS I AG7563 AG7563.The horizontal coordinates were scaled from a topographic map and have AG7563.an estimated accuracy of +/- 6 seconds. AG7563 AG7563.The orthometric height was determined by differential leveling AG7563.and adjusted by the National Geodetic Survey in June 1991. AG7563 AG7563.This Tidal Bench Mark is designated as VM 6632 AG7563.by the Center for Operational Oceanographic Products and Services. AG7563 AG7563.The geoid height was determined by GEOID99. AG7563 AG7563.The dynamic height is computed by dividing the NAVD 88 AG7563.geopotential number by the normal gravity value computed on the AG7563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7563.degrees latitude (g = 980.6199 gals.). AG7563 AG7563.The modeled gravity was interpolated from observed gravity values. AG7563 AG7563; North East Units Estimated Accuracy AG7563;SPC FL W - 391,610. 147,260. MT (+/- 180 meters Scaled) AG7563 AG7563 SUPERSEDED SURVEY CONTROL AG7563 AG7563 NGVD 29 (??/??/92) 1.147 (m) 3.76 (f) ADJ UNCH 2 1 AG7563 AG7563.Superseded values are not recommended for survey control. AG7563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7563.See file dsdata.txt to determine how the superseded data were derived. AG7563 AG7563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL488834(NAD 83) AG7563_MARKER: DJ = TIDAL STATION DISK AG7563_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AG7563_STAMPING: 6621 F 1976 AG7563_MARK LOGO: NOS AG7563_PROJECTION: FLUSH AG7563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG7563_ROD/PIPE-DEPTH: 12.2 meters AG7563 AG7563 HISTORY - Date Condition Report By AG7563 HISTORY - 1976 MONUMENTED NOS AG7563 HISTORY - 1982 GOOD FLDNR AG7563 HISTORY - 1989 GOOD USPSQD AG7563 HISTORY - 1990 GOOD USPSQD AG7563 HISTORY - 19990318 GOOD USPSQD AG7563 HISTORY - 20020824 GOOD USPSQD AG7563 HISTORY - 20030921 GOOD USPSQD AG7563 AG7563 STATION DESCRIPTION AG7563 AG7563'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7563'IN PORT TAMPA. AG7563'BEGIN IN TAMPA AT THE INTERSECTION OF GANDY BOULEVARD (U.S. AG7563'HIGHWAY 92) AND SOUTH WEST SHORE BOULEVARD, GO 2.0 MILES AG7563'SOUTH ON WEST SHORE BOULEVARD TO THE INTERSECTION OF PRESCOTT AG7563'AVENUE IN THE CITY OF PORT TAMPA, GO 0.45 MILE WEST ON AG7563'PRESCOTT AVENUE TO THE MARK. THE MARK BEARS 23.5 FEET NORTH AG7563'OF THE CENTERLINE OF THE AVENUE, 2.5 FEET WEST OF POWER POLE AG7563'5307, 9.4 FEET EAST-SOUTHEAST OF A CABBAGE PALM, AND 77.5 AG7563'FEET EAST-NORTHEAST OF A GAS PIPELINE MARKER. AG7563 AG7563 STATION RECOVERY (1989) AG7563 AG7563'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM) AG7563'RECOVERED IN GOOD CONDITION. AG7563 AG7563 STATION RECOVERY (1990) AG7563 AG7563'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM) AG7563'RECOVERED IN GOOD CONDITION. AG7563 AG7563 STATION RECOVERY (1999) AG7563 AG7563'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7563'RECOVERED IN GOOD CONDITION. AG7563 AG7563 STATION RECOVERY (2002) AG7563 AG7563'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM) AG7563'RECOVERED IN GOOD CONDITION. AG7563 AG7563 STATION RECOVERY (2003) AG7563 AG7563'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7563'MARK FOUND GOOD. THE 1982 DESCRIPTION IS ADEQUATE, EXCEPT THE MARK IS AG7563'4.0 FEET WEST OF THE POWER POLE, NOT 2.5 FEET WEST. THE POWER POLE IS AG7563'NOW NUMBERED 22702-38467. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7463 *********************************************************************** AG7463 TIDAL BM - This is a Tidal Bench Mark. AG7463 DESIGNATION - 872 6639 TIDAL 1 AG7463 PID - AG7463 AG7463 STATE/COUNTY- FL/HILLSBOROUGH AG7463 USGS QUAD - TAMPA (1995) AG7463 AG7463 *CURRENT SURVEY CONTROL AG7463 ___________________________________________________________________ AG7463* NAD 83(1986)- 27 53 21. (N) 082 28 50. (W) SCALED AG7463* NAVD 88 - 1.578 (meters) 5.18 (feet) ADJUSTED AG7463 ___________________________________________________________________ AG7463 GEOID HEIGHT- -24.80 (meters) GEOID99 AG7463 DYNAMIC HT - 1.576 (meters) 5.17 (feet) COMP AG7463 MODELED GRAV- 979,181.1 (mgal) NAVD 88 AG7463 AG7463 VERT ORDER - SECOND CLASS I AG7463 AG7463.The horizontal coordinates were scaled from a topographic map and have AG7463.an estimated accuracy of +/- 6 seconds. AG7463 AG7463.The orthometric height was determined by differential leveling AG7463.and adjusted by the National Geodetic Survey in June 1991. AG7463 AG7463.This Tidal Bench Mark is designated as VM 10689 AG7463.by the Center for Operational Oceanographic Products and Services. AG7463 AG7463.The geoid height was determined by GEOID99. AG7463 AG7463.The dynamic height is computed by dividing the NAVD 88 AG7463.geopotential number by the normal gravity value computed on the AG7463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7463.degrees latitude (g = 980.6199 gals.). AG7463 AG7463.The modeled gravity was interpolated from observed gravity values. AG7463 AG7463; North East Units Estimated Accuracy AG7463;SPC FL W - 394,020. 152,690. MT (+/- 180 meters Scaled) AG7463 AG7463 SUPERSEDED SURVEY CONTROL AG7463 AG7463 NGVD 29 (??/??/92) 1.843 (m) 6.05 (f) ADJ UNCH 2 1 AG7463 AG7463.Superseded values are not recommended for survey control. AG7463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7463.See file dsdata.txt to determine how the superseded data were derived. AG7463 AG7463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL542858(NAD 83) AG7463_MARKER: DJ = TIDAL STATION DISK AG7463_SETTING: 35 = CONCRETE DECKING AG7463_STAMPING: NO 1 1975 AG7463_MARK LOGO: NOS AG7463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7463+STABILITY: SURFACE MOTION AG7463 AG7463 HISTORY - Date Condition Report By AG7463 HISTORY - 1975 MONUMENTED NOS AG7463 HISTORY - 1982 GOOD FLDNR AG7463 HISTORY - 19990321 GOOD USPSQD AG7463 HISTORY - 20030921 GOOD USPSQD AG7463 AG7463 STATION DESCRIPTION AG7463 AG7463'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7463'IN TAMPA. AG7463'THE MARK IS LOCATED AT BALLAST POINT PARK ON THE EAST SIDE AG7463'OF THE INTERBAY PENINSULA AT THE EAST END OF BALLAST POINT AG7463'BOULEVARD. THE MARK IS SET NEAR THE SOUTHEAST CORNER OF AG7463'THE DECKING FOR THE PICNIC TABLE SHELTER SOUTH OF THE PARK AG7463'GAZEBO, 160 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE AG7463'BAIT AND SANDWICH SHOP, 3.2 FEET NORTH-NORTHWEST OF THE AG7463'SOUTHEAST CORNER OF THE DECKING, AND 140 FEET EAST-NORTHEAST AG7463'OF BENCH MARK NO 2 1975. AG7463'THE MARK IS ABOVE LEVEL WITH GROUND. AG7463 AG7463 STATION RECOVERY (1999) AG7463 AG7463'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7463'RECOVERED IN GOOD CONDITION. AG7463 AG7463 STATION RECOVERY (2003) AG7463 AG7463'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7463'MARK FOUND GOOD. THE 1982 DESCRIPTION IS ADEQUATE, EXCEPT THE SHELTER AG7463'IS NORTHWEST OF THE PARK GAZEBO, NOT SOUTH OF THE PARK GAZEBO. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG6384 *********************************************************************** AG6384 TIDAL BM - This is a Tidal Bench Mark. AG6384 DESIGNATION - 872 6639 TIDAL 2 AG6384 PID - AG6384 AG6384 STATE/COUNTY- FL/HILLSBOROUGH AG6384 USGS QUAD - TAMPA (1995) AG6384 AG6384 *CURRENT SURVEY CONTROL AG6384 ___________________________________________________________________ AG6384* NAD 83(1986)- 27 53 19. (N) 082 28 54. (W) SCALED AG6384* NAVD 88 - 1.608 (meters) 5.28 (feet) ADJUSTED AG6384 ___________________________________________________________________ AG6384 GEOID HEIGHT- -24.80 (meters) GEOID99 AG6384 DYNAMIC HT - 1.605 (meters) 5.27 (feet) COMP AG6384 MODELED GRAV- 979,181.1 (mgal) NAVD 88 AG6384 AG6384 VERT ORDER - SECOND CLASS I AG6384 AG6384.The horizontal coordinates were scaled from a topographic map and have AG6384.an estimated accuracy of +/- 6 seconds. AG6384 AG6384.The orthometric height was determined by differential leveling AG6384.and adjusted by the National Geodetic Survey in June 1991. AG6384 AG6384.This Tidal Bench Mark is designated as VM 10690 AG6384.by the Center for Operational Oceanographic Products and Services. AG6384 AG6384.The geoid height was determined by GEOID99. AG6384 AG6384.The dynamic height is computed by dividing the NAVD 88 AG6384.geopotential number by the normal gravity value computed on the AG6384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6384.degrees latitude (g = 980.6199 gals.). AG6384 AG6384.The modeled gravity was interpolated from observed gravity values. AG6384 AG6384; North East Units Estimated Accuracy AG6384;SPC FL W - 393,960. 152,580. MT (+/- 180 meters Scaled) AG6384 AG6384 SUPERSEDED SURVEY CONTROL AG6384 AG6384 NGVD 29 (??/??/92) 1.872 (m) 6.14 (f) ADJ UNCH 2 1 AG6384 AG6384.Superseded values are not recommended for survey control. AG6384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6384.See file dsdata.txt to determine how the superseded data were derived. AG6384 AG6384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL541857(NAD 83) AG6384_MARKER: DB = BENCH MARK DISK AG6384_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AG6384_STAMPING: NO 2 1975 AG6384_MARK LOGO: NOS AG6384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG6384 AG6384 HISTORY - Date Condition Report By AG6384 HISTORY - 1975 MONUMENTED NGS AG6384 HISTORY - 1976 GOOD NGS AG6384 HISTORY - 1982 GOOD FLDNR AG6384 HISTORY - 19990321 GOOD USPSQD AG6384 HISTORY - 20030921 GOOD USPSQD AG6384 AG6384 STATION DESCRIPTION AG6384 AG6384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG6384'IN TAMPA. AG6384'AT TAMPA, AT BALLAST POINT PARK NEAR THE EAST END OF BALLAST POINT AG6384'BOULEVARD. MARK IS SET ATOP A COPPER ROD DRIVEN TO REFUSAL, A 4 INCH AG6384'PVC PIPE WAS PLACED AROUND THE MARK AND A CONCRETE COLLAR WAS POURED AG6384'AROUND THE PVC PIPE. MARK IS FLUSH WITH THE GROUND AND PVC PROJECTS 2 AG6384'FEET. MARK IS 140 FEET SOUTHWEST OF NO 1 1975, 27.5 FEET EAST OF AG6384'CENTER LINE OF INTER BAY BOULEVARD, AND 1.8 FEET NORTH OF POWER POLE AG6384'NO. 5210. AG6384 AG6384 STATION RECOVERY (1982) AG6384 AG6384'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG6384'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. AG6384'THE MARK IS LOCATED AT BALLAST POINT PARK ON THE EAST SIDE AG6384'OF THE INTERBAY PENINSULA AT THE EAST END OF BALLAST POINT AG6384'BOULEVARD. THE MARK IS AT THE WEST EDGE OF THE PARK, 27.5 AG6384'FEET EAST OF THE CENTERLINE OF INTERBAY BOULEVARD, 1.8 FEET AG6384'NORTH OF POWER POLE 5210, AND 140 FEET WEST-SOUTHWEST OF AG6384'BENCH MARK NO 1 1975. THE MARK IS SET ATOP A COPPER-CLAD AG6384'STEEL ROD DRIVEN TO REFUSAL AND ENCASED IN A PVC PIPE THAT AG6384'PROJECTS 2 INCHES ABOVE THE GROUND. AG6384'THE MARK IS ABOVE LEVEL WITH GROUND. AG6384 AG6384 STATION RECOVERY (1999) AG6384 AG6384'RECOVERY NOTE BY US POWER SQUADRON 1999 AG6384'RECOVERED IN GOOD CONDITION. AG6384 AG6384 STATION RECOVERY (2003) AG6384 AG6384'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG6384'MARK FOUND GOOD. THE 1982 DESCRIPTION IS ADEQUATE, EXCEPT THE POWER AG6384'POLE IS NOW NUMBERED 24442-39226. THE MARK IS 18 FEET WEST OF A AG6384'36-INCH IN DIAMETER OAK TREE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG6003 *********************************************************************** AG6003 TIDAL BM - This is a Tidal Bench Mark. AG6003 DESIGNATION - 872 6639 TIDAL BP 1 AG6003 PID - AG6003 AG6003 STATE/COUNTY- FL/HILLSBOROUGH AG6003 USGS QUAD - TAMPA (1995) AG6003 AG6003 *CURRENT SURVEY CONTROL AG6003 ___________________________________________________________________ AG6003* NAD 83(1986)- 27 53 18. (N) 082 28 47. (W) SCALED AG6003* NAVD 88 - 1.689 (meters) 5.54 (feet) ADJUSTED AG6003 ___________________________________________________________________ AG6003 GEOID HEIGHT- -24.80 (meters) GEOID99 AG6003 DYNAMIC HT - 1.686 (meters) 5.53 (feet) COMP AG6003 MODELED GRAV- 979,181.0 (mgal) NAVD 88 AG6003 AG6003 VERT ORDER - FIRST CLASS I AG6003 AG6003.The horizontal coordinates were scaled from a topographic map and have AG6003.an estimated accuracy of +/- 6 seconds. AG6003 AG6003.The orthometric height was determined by differential leveling AG6003.and adjusted by the National Geodetic Survey in June 1991. AG6003 AG6003.This Tidal Bench Mark is designated as VM 10687 AG6003.by the Center for Operational Oceanographic Products and Services. AG6003 AG6003.The geoid height was determined by GEOID99. AG6003 AG6003.The dynamic height is computed by dividing the NAVD 88 AG6003.geopotential number by the normal gravity value computed on the AG6003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6003.degrees latitude (g = 980.6199 gals.). AG6003 AG6003.The modeled gravity was interpolated from observed gravity values. AG6003 AG6003; North East Units Estimated Accuracy AG6003;SPC FL W - 393,930. 152,770. MT (+/- 180 meters Scaled) AG6003 AG6003 SUPERSEDED SURVEY CONTROL AG6003 AG6003 NGVD 29 (??/??/92) 1.953 (m) 6.41 (f) ADJ UNCH 1 1 AG6003 AG6003.Superseded values are not recommended for survey control. AG6003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6003.See file dsdata.txt to determine how the superseded data were derived. AG6003 AG6003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL543857(NAD 83) AG6003_MARKER: DJ = TIDAL STATION DISK AG6003_SETTING: 36 = CONCRETE SUPPORT AG6003_STAMPING: BP 1 1948 AG6003_MARK LOGO: CGS AG6003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG6003 AG6003 HISTORY - Date Condition Report By AG6003 HISTORY - 1948 MONUMENTED CGS AG6003 HISTORY - 1966 GOOD NGS AG6003 HISTORY - 1982 GOOD FLDNR AG6003 HISTORY - 1990 POOR USPSQD AG6003 HISTORY - 19990321 GOOD USPSQD AG6003 HISTORY - 20030921 GOOD USPSQD AG6003 AG6003 STATION DESCRIPTION AG6003 AG6003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG6003'AT TAMPA. AG6003'AT TAMPA, AT BALLAST POINT PARK NEAR THE EAST END OF BALLAST AG6003'POINT BOULEVARD, ON THE FISHING PIER, IN THE TOP OF THE NORTH AG6003'END OF THE CONCRETE SUPPORT UNDER THE WEST EDGE OF THE SHELTER, AG6003'0.6 FOOT NORTH OF THE NORTHWEST LEG THAT SUPPORTS THE ROOF, 1 FOOT AG6003'SOUTH OF THE NORTH END OF THE SUPPORT AND ABOUT 1 FOOT BELOW THE AG6003'LEVEL OF THE FLOOR OF THE PIER. AG6003 AG6003 STATION RECOVERY (1982) AG6003 AG6003'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG6003'RECOVERED IN GOOD CONDITION. AG6003 AG6003 STATION RECOVERY (1990) AG6003 AG6003'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM) AG6003'MARK RECOVERED IN POOR CONDITION. AG6003 AG6003 STATION RECOVERY (1999) AG6003 AG6003'RECOVERY NOTE BY US POWER SQUADRON 1999 AG6003'RECOVERED IN GOOD CONDITION. AG6003 AG6003 STATION RECOVERY (2003) AG6003 AG6003'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG6003'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG6004 *********************************************************************** AG6004 TIDAL BM - This is a Tidal Bench Mark. AG6004 DESIGNATION - 872 6639 TIDAL BP 3 AG6004 PID - AG6004 AG6004 STATE/COUNTY- FL/HILLSBOROUGH AG6004 USGS QUAD - TAMPA (1995) AG6004 AG6004 *CURRENT SURVEY CONTROL AG6004 ___________________________________________________________________ AG6004* NAD 83(1986)- 27 53 18. (N) 082 28 48. (W) SCALED AG6004* NAVD 88 - 1.145 (meters) 3.76 (feet) ADJUSTED AG6004 ___________________________________________________________________ AG6004 GEOID HEIGHT- -24.80 (meters) GEOID99 AG6004 DYNAMIC HT - 1.144 (meters) 3.75 (feet) COMP AG6004 MODELED GRAV- 979,181.0 (mgal) NAVD 88 AG6004 AG6004 VERT ORDER - FIRST CLASS I AG6004 AG6004.The horizontal coordinates were scaled from a topographic map and have AG6004.an estimated accuracy of +/- 6 seconds. AG6004 AG6004.The orthometric height was determined by differential leveling AG6004.and adjusted by the National Geodetic Survey in June 1991. AG6004.WARNING-Repeat measurements at this control monument indicate possible AG6004.vertical movement. AG6004 AG6004.This Tidal Bench Mark is designated as VM 10688 AG6004.by the Center for Operational Oceanographic Products and Services. AG6004 AG6004.The geoid height was determined by GEOID99. AG6004 AG6004.The dynamic height is computed by dividing the NAVD 88 AG6004.geopotential number by the normal gravity value computed on the AG6004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6004.degrees latitude (g = 980.6199 gals.). AG6004 AG6004.The modeled gravity was interpolated from observed gravity values. AG6004 AG6004; North East Units Estimated Accuracy AG6004;SPC FL W - 393,930. 152,740. MT (+/- 180 meters Scaled) AG6004 AG6004 SUPERSEDED SURVEY CONTROL AG6004 AG6004 NGVD 29 (??/??/92) 1.410 (m) 4.63 (f) ADJ UNCH 1 1 AG6004 AG6004.Superseded values are not recommended for survey control. AG6004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6004.See file dsdata.txt to determine how the superseded data were derived. AG6004 AG6004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL543857(NAD 83) AG6004_MARKER: DJ = TIDAL STATION DISK AG6004_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AG6004_STAMPING: B P 3 1948 AG6004_MARK LOGO: CGS AG6004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6004+STABILITY: SURFACE MOTION AG6004 AG6004 HISTORY - Date Condition Report By AG6004 HISTORY - 1948 MONUMENTED CGS AG6004 HISTORY - 1966 GOOD NGS AG6004 HISTORY - 1982 GOOD FLDNR AG6004 HISTORY - 1990 GOOD USPSQD AG6004 HISTORY - 19990321 GOOD USPSQD AG6004 HISTORY - 20030921 GOOD USPSQD AG6004 AG6004 STATION DESCRIPTION AG6004 AG6004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG6004'AT TAMPA. AG6004'AT TAMPA, AT BALLAST POINT PARK NEAR THE EAST END OF BALLAST AG6004'POINT BOULEVARD, 55 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE AG6004'FISHING PIER, 73.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE AG6004'REFRESHMENT STAND, 52 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A AG6004'BOAT LAUNCHING RAMP, ABOUT LEVEL WITH THE GROUND AND SET IN THE AG6004'TOP OF THE SEA WALL WHICH RESTS ON SOLID ROCK. AG6004 AG6004 STATION RECOVERY (1982) AG6004 AG6004'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG6004'RECOVERED IN GOOD CONDITION. AG6004 AG6004 STATION RECOVERY (1990) AG6004 AG6004'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM) AG6004'RECOVERED IN GOOD CONDITION. AG6004 AG6004 STATION RECOVERY (1999) AG6004 AG6004'RECOVERY NOTE BY US POWER SQUADRON 1999 AG6004'RECOVERED IN GOOD CONDITION. AG6004 AG6004 STATION RECOVERY (2003) AG6004 AG6004'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG6004'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG5353 *********************************************************************** AG5353 TIDAL BM - This is a Tidal Bench Mark. AG5353 DESIGNATION - 872 6641 TIDAL 7 AG5353 PID - AG5353 AG5353 STATE/COUNTY- FL/HILLSBOROUGH AG5353 USGS QUAD - GANDY BRIDGE (1987) AG5353 AG5353 *CURRENT SURVEY CONTROL AG5353 ___________________________________________________________________ AG5353* NAD 83(1986)- 27 53 37. (N) 082 31 49. (W) SCALED AG5353* NAVD 88 - 1.181 (meters) 3.87 (feet) ADJUSTED AG5353 ___________________________________________________________________ AG5353 GEOID HEIGHT- -24.74 (meters) GEOID99 AG5353 DYNAMIC HT - 1.179 (meters) 3.87 (feet) COMP AG5353 MODELED GRAV- 979,182.2 (mgal) NAVD 88 AG5353 AG5353 VERT ORDER - FIRST CLASS I AG5353 AG5353.The horizontal coordinates were scaled from a topographic map and have AG5353.an estimated accuracy of +/- 6 seconds. AG5353 AG5353.The orthometric height was determined by differential leveling AG5353.and adjusted by the National Geodetic Survey in June 1991. AG5353.WARNING-Repeat measurements at this control monument indicate possible AG5353.vertical movement. AG5353 AG5353.This Tidal Bench Mark is designated as VM 6638 AG5353.by the Center for Operational Oceanographic Products and Services. AG5353 AG5353.The geoid height was determined by GEOID99. AG5353 AG5353.The dynamic height is computed by dividing the NAVD 88 AG5353.geopotential number by the normal gravity value computed on the AG5353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5353.degrees latitude (g = 980.6199 gals.). AG5353 AG5353.The modeled gravity was interpolated from observed gravity values. AG5353 AG5353; North East Units Estimated Accuracy AG5353;SPC FL W - 394,530. 147,790. MT (+/- 180 meters Scaled) AG5353 AG5353 SUPERSEDED SURVEY CONTROL AG5353 AG5353 NGVD 29 (??/??/92) 1.449 (m) 4.75 (f) ADJ UNCH 1 1 AG5353 AG5353.Superseded values are not recommended for survey control. AG5353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5353.See file dsdata.txt to determine how the superseded data were derived. AG5353 AG5353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL493863(NAD 83) AG5353_MARKER: DJ = TIDAL STATION DISK AG5353_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AG5353_STAMPING: NO 7 1958 AG5353_MARK LOGO: CGS AG5353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG5353+STABILITY: SURFACE MOTION AG5353 AG5353 HISTORY - Date Condition Report By AG5353 HISTORY - 1958 MONUMENTED CGS AG5353 HISTORY - 1966 GOOD NGS AG5353 HISTORY - 1982 GOOD FLDNR AG5353 HISTORY - 20030927 MARK NOT FOUND USPSQD AG5353 AG5353 STATION DESCRIPTION AG5353 AG5353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG5353'AT TAMPA. AG5353'AT TAMPA, ABOUT 0.2 MILE WEST ALONG GANDY BOULEVARD FROM THE AG5353'INTERSECTION OF WEST SHORE BOULEVARD, AT DAWSONS MARINA, IN THE AG5353'TOP OF THE SEA WALL ALONG THE NORTH SIDE OF THE NORTH ONE OF AG5353'TWO BOAT SHEDS, 4 1/2 FEET WEST OF THE WEST EDGE OF THE WALK AG5353'BETWEEN BOAT STALLS NO. 17 AND 18, AND ABOUT LEVEL WITH THE AG5353'DRIVE ALONG THE NORTH SIDE OF THE SHED. AG5353 AG5353 STATION RECOVERY (1982) AG5353 AG5353'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG5353'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AG5353'CHANGE DAWSONS MARINA TO TAMPA MOORINGS. AG5353 AG5353 STATION RECOVERY (2003) AG5353 AG5353'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG5353'MARK NOT FOUND. SITE LOCATED. THE SITE OF TAMPA MOORINGS IN NOW GATED AG5353'CONDOMINIUMS. THE BOAT SHEDS ARE NO LONG THERE. WOODEN DECKING HAS AG5353'BEEN BUILT OVER THE SEAWALL ON WHICH THE MARK IS SET, THEREFORE, THE AG5353'MARK IN NOT ACCESSIBLE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG5352 *********************************************************************** AG5352 TIDAL BM - This is a Tidal Bench Mark. AG5352 DESIGNATION - 872 6641 TIDAL 8 AG5352 PID - AG5352 AG5352 STATE/COUNTY- FL/HILLSBOROUGH AG5352 USGS QUAD - GANDY BRIDGE (1987) AG5352 AG5352 *CURRENT SURVEY CONTROL AG5352 ___________________________________________________________________ AG5352* NAD 83(1986)- 27 53 37. (N) 082 31 49. (W) SCALED AG5352* NAVD 88 - 1.799 (meters) 5.90 (feet) ADJUSTED AG5352 ___________________________________________________________________ AG5352 GEOID HEIGHT- -24.74 (meters) GEOID99 AG5352 DYNAMIC HT - 1.796 (meters) 5.89 (feet) COMP AG5352 MODELED GRAV- 979,182.2 (mgal) NAVD 88 AG5352 AG5352 VERT ORDER - FIRST CLASS I AG5352 AG5352.The horizontal coordinates were scaled from a topographic map and have AG5352.an estimated accuracy of +/- 6 seconds. AG5352 AG5352.The orthometric height was determined by differential leveling AG5352.and adjusted by the National Geodetic Survey in June 1991. AG5352 AG5352.This Tidal Bench Mark is designated as VM 6639 AG5352.by the Center for Operational Oceanographic Products and Services. AG5352 AG5352.The geoid height was determined by GEOID99. AG5352 AG5352.The dynamic height is computed by dividing the NAVD 88 AG5352.geopotential number by the normal gravity value computed on the AG5352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5352.degrees latitude (g = 980.6199 gals.). AG5352 AG5352.The modeled gravity was interpolated from observed gravity values. AG5352 AG5352; North East Units Estimated Accuracy AG5352;SPC FL W - 394,530. 147,790. MT (+/- 180 meters Scaled) AG5352 AG5352 SUPERSEDED SURVEY CONTROL AG5352 AG5352 NGVD 29 (??/??/92) 2.067 (m) 6.78 (f) ADJ UNCH 1 1 AG5352 AG5352.Superseded values are not recommended for survey control. AG5352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5352.See file dsdata.txt to determine how the superseded data were derived. AG5352 AG5352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL493863(NAD 83) AG5352_MARKER: DJ = TIDAL STATION DISK AG5352_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AG5352_STAMPING: NO 8 1958 AG5352_MARK LOGO: CGS AG5352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG5352+STABILITY: SURFACE MOTION AG5352 AG5352 HISTORY - Date Condition Report By AG5352 HISTORY - 1958 MONUMENTED CGS AG5352 HISTORY - 1966 GOOD NGS AG5352 HISTORY - 1982 GOOD FLDNR AG5352 HISTORY - 20030927 MARK NOT FOUND USPSQD AG5352 AG5352 STATION DESCRIPTION AG5352 AG5352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG5352'AT TAMPA. AG5352'AT TAMPA, ALONG GANDY BOULEVARD ABOUT 0.2 MILE WEST OF THE AG5352'INTERSECTION OF WEST SHORE BOULEVARD, ABOUT 90 YARDS WEST OF THE AG5352'JUNCTION OF A DRIVE LEADING NORTH TO DAWSONS MARINA, 42.0 FEET AG5352'NORTH OF THE CENTER LINE OF THE WEST-BOUND LANE OF THE BOULEVARD, AG5352'5 1/2 FEET EAST OF THE EXTENDED EAST WALL OF THE BOAT SHED AG5352'OF THE MARINE, ABOUT 3 FEET BELOW THE LEVEL OF THE BOULEVARD AG5352'AND IN THE TOP OF THE NORTH CONCRETE HEAD WALL FOR A 14-INCH AG5352'PIPE CULVERT UNDER THE BOULEVARD. AG5352 AG5352 STATION RECOVERY (1982) AG5352 AG5352'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG5352'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AG5352'CHANGE DAWSONS MARINA TO TAMPA MOORINGS. AG5352 AG5352 STATION RECOVERY (2003) AG5352 AG5352'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG5352'MARK NOT FOUND. SITE LOCATED. GANDY BOULEVARD AND THE NORTH RIGHT OF AG5352'WAY HAVE BEEN RECONSTRUCTED. THE CULVERT WAS APPARENTLY NOT REPLACED AG5352'DURING THE CONSTRUCTION. DAWSON'S MARINA NO LONGER EXISTS, THE AREA IS AG5352'NOW GATED CONDOMINIUMS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7512 *********************************************************************** AG7512 TIDAL BM - This is a Tidal Bench Mark. AG7512 DESIGNATION - 872 6657 A TIDAL AG7512 PID - AG7512 AG7512 STATE/COUNTY- FL/HILLSBOROUGH AG7512 USGS QUAD - TAMPA (1995) AG7512 AG7512 *CURRENT SURVEY CONTROL AG7512 ___________________________________________________________________ AG7512* NAD 83(1986)- 27 54 29. (N) 082 27 04. (W) SCALED AG7512* NAVD 88 - 1.453 (meters) 4.77 (feet) ADJUSTED AG7512 ___________________________________________________________________ AG7512 GEOID HEIGHT- -24.86 (meters) GEOID99 AG7512 DYNAMIC HT - 1.451 (meters) 4.76 (feet) COMP AG7512 MODELED GRAV- 979,182.8 (mgal) NAVD 88 AG7512 AG7512 VERT ORDER - SECOND CLASS I AG7512 AG7512.The horizontal coordinates were scaled from a topographic map and have AG7512.an estimated accuracy of +/- 6 seconds. AG7512 AG7512.The orthometric height was determined by differential leveling AG7512.and adjusted by the National Geodetic Survey in June 1991. AG7512 AG7512.This Tidal Bench Mark is designated as VM 6796 AG7512.by the Center for Operational Oceanographic Products and Services. AG7512 AG7512.The geoid height was determined by GEOID99. AG7512 AG7512.The dynamic height is computed by dividing the NAVD 88 AG7512.geopotential number by the normal gravity value computed on the AG7512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7512.degrees latitude (g = 980.6199 gals.). AG7512 AG7512.The modeled gravity was interpolated from observed gravity values. AG7512 AG7512; North East Units Estimated Accuracy AG7512;SPC FL W - 396,100. 155,590. MT (+/- 180 meters Scaled) AG7512 AG7512 SUPERSEDED SURVEY CONTROL AG7512 AG7512 NGVD 29 (??/??/92) 1.714 (m) 5.62 (f) ADJ UNCH 2 1 AG7512 AG7512.Superseded values are not recommended for survey control. AG7512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7512.See file dsdata.txt to determine how the superseded data were derived. AG7512 AG7512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL571878(NAD 83) AG7512_MARKER: DJ = TIDAL STATION DISK AG7512_SETTING: 32 = RETAINING WALL AG7512_STAMPING: 6657 A 1976 AG7512_MARK LOGO: NOS AG7512_MAGNETIC: N = NO MAGNETIC MATERIAL AG7512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7512+STABILITY: SURFACE MOTION AG7512_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG7512+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1990 AG7512 AG7512 HISTORY - Date Condition Report By AG7512 HISTORY - 1976 MONUMENTED NOS AG7512 HISTORY - 1982 GOOD FLDNR AG7512 HISTORY - 19900618 GOOD FLDNR AG7512 HISTORY - 19970906 GOOD USPSQD AG7512 HISTORY - 20030920 GOOD USPSQD AG7512 AG7512 STATION DESCRIPTION AG7512 AG7512'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7512'IN TAMPA. AG7512'THE MARK IS AT THE SOUTH END OF DAVIS ISLAND AT THE DAVIS ISLAND AG7512'YACHT CLUB. THE MARK BEARS 160 FEET NORTHWEST OF THE NORTHWEST AG7512'CORNER OF THE CLUBHOUSE, 1.5 FEET EAST OF THE NORTHWEST CORNER AG7512'OF THE SEAWALL, AND 1 FOOT SOUTH OF THE WESTERNMOST DOCK. AG7512 AG7512 STATION RECOVERY (1990) AG7512 AG7512'RECOVERY NOTE BY FL DEPT OF NAT RES 1990 AG7512'RECOVERED IN GOOD CONDITION. AG7512 AG7512 STATION RECOVERY (1997) AG7512 AG7512'RECOVERY NOTE BY US POWER SQUADRON 1997 AG7512'RECOVERED IN GOOD CONDITION. AG7512 AG7512 STATION RECOVERY (2003) AG7512 AG7512'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7512'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7511 *********************************************************************** AG7511 TIDAL BM - This is a Tidal Bench Mark. AG7511 DESIGNATION - 872 6657 B TIDAL AG7511 PID - AG7511 AG7511 STATE/COUNTY- FL/HILLSBOROUGH AG7511 USGS QUAD - TAMPA (1995) AG7511 AG7511 *CURRENT SURVEY CONTROL AG7511 ___________________________________________________________________ AG7511* NAD 83(1986)- 27 54 29. (N) 082 27 02. (W) SCALED AG7511* NAVD 88 - 1.765 (meters) 5.79 (feet) ADJUSTED AG7511 ___________________________________________________________________ AG7511 GEOID HEIGHT- -24.86 (meters) GEOID99 AG7511 DYNAMIC HT - 1.762 (meters) 5.78 (feet) COMP AG7511 MODELED GRAV- 979,182.8 (mgal) NAVD 88 AG7511 AG7511 VERT ORDER - SECOND CLASS I AG7511 AG7511.The horizontal coordinates were scaled from a topographic map and have AG7511.an estimated accuracy of +/- 6 seconds. AG7511 AG7511.The orthometric height was determined by differential leveling AG7511.and adjusted by the National Geodetic Survey in March 1995. AG7511 AG7511.This Tidal Bench Mark is designated as VM 6797 AG7511.by the Center for Operational Oceanographic Products and Services. AG7511 AG7511.The geoid height was determined by GEOID99. AG7511 AG7511.The dynamic height is computed by dividing the NAVD 88 AG7511.geopotential number by the normal gravity value computed on the AG7511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7511.degrees latitude (g = 980.6199 gals.). AG7511 AG7511.The modeled gravity was interpolated from observed gravity values. AG7511 AG7511; North East Units Estimated Accuracy AG7511;SPC FL W - 396,100. 155,650. MT (+/- 180 meters Scaled) AG7511 AG7511 SUPERSEDED SURVEY CONTROL AG7511 AG7511 NAVD 88 (06/15/91) 1.770 (m) 5.81 (f) UNKNOWN 2 1 AG7511 NGVD 29 (??/??/92) 2.031 (m) 6.66 (f) ADJ UNCH 2 1 AG7511 AG7511.Superseded values are not recommended for survey control. AG7511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7511.See file dsdata.txt to determine how the superseded data were derived. AG7511 AG7511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL572878(NAD 83) AG7511_MARKER: DJ = TIDAL STATION DISK AG7511_SETTING: 32 = RETAINING WALL AG7511_STAMPING: 6657 B 1976 AG7511_MARK LOGO: NOS AG7511_MAGNETIC: N = NO MAGNETIC MATERIAL AG7511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7511+STABILITY: SURFACE MOTION AG7511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG7511+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1990 AG7511 AG7511 HISTORY - Date Condition Report By AG7511 HISTORY - 1976 MONUMENTED NOS AG7511 HISTORY - 1982 GOOD FLDNR AG7511 HISTORY - 19900618 GOOD FLDNR AG7511 HISTORY - 19970906 GOOD USPSQD AG7511 HISTORY - 20030920 GOOD USPSQD AG7511 AG7511 STATION DESCRIPTION AG7511 AG7511'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7511'IN TAMPA. AG7511'THE MARK IS AT THE SOUTH END OF DAVIS ISLAND AT THE DAVIS ISLAND AG7511'YACHT CLUB. THE MARK BEARS 27 FEET WEST OF A TELEPHONE BOOTH, AG7511'95 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE CLUBHOUSE, 158 AG7511'FEET EAST OF THE NORTHWEST CORNER OF THE SEAWALL, AND IS SET IN AG7511'THE TOP OF THE CONCRETE BASE FOR A FORMER BOAT HOIST. AG7511 AG7511 STATION RECOVERY (1990) AG7511 AG7511'RECOVERY NOTE BY FL DEPT OF NAT RES 1990 AG7511'RECOVERED IN GOOD CONDITION. AG7511 AG7511 STATION RECOVERY (1997) AG7511 AG7511'RECOVERY NOTE BY US POWER SQUADRON 1997 AG7511'RECOVERED IN GOOD CONDITION. AG7511 AG7511 STATION RECOVERY (2003) AG7511 AG7511'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7511'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7510 *********************************************************************** AG7510 TIDAL BM - This is a Tidal Bench Mark. AG7510 DESIGNATION - 872 6657 C TIDAL AG7510 PID - AG7510 AG7510 STATE/COUNTY- FL/HILLSBOROUGH AG7510 USGS QUAD - TAMPA (1995) AG7510 AG7510 *CURRENT SURVEY CONTROL AG7510 ___________________________________________________________________ AG7510* NAD 83(1986)- 27 54 29. (N) 082 27 00. (W) SCALED AG7510* NAVD 88 - 1.517 (meters) 4.98 (feet) ADJUSTED AG7510 ___________________________________________________________________ AG7510 GEOID HEIGHT- -24.86 (meters) GEOID99 AG7510 DYNAMIC HT - 1.515 (meters) 4.97 (feet) COMP AG7510 MODELED GRAV- 979,182.8 (mgal) NAVD 88 AG7510 AG7510 VERT ORDER - SECOND CLASS I AG7510 AG7510.The horizontal coordinates were scaled from a topographic map and have AG7510.an estimated accuracy of +/- 6 seconds. AG7510 AG7510.The orthometric height was determined by differential leveling AG7510.and adjusted by the National Geodetic Survey in June 1991. AG7510 AG7510.This Tidal Bench Mark is designated as VM 6798 AG7510.by the Center for Operational Oceanographic Products and Services. AG7510 AG7510.The geoid height was determined by GEOID99. AG7510 AG7510.The dynamic height is computed by dividing the NAVD 88 AG7510.geopotential number by the normal gravity value computed on the AG7510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7510.degrees latitude (g = 980.6199 gals.). AG7510 AG7510.The modeled gravity was interpolated from observed gravity values. AG7510 AG7510; North East Units Estimated Accuracy AG7510;SPC FL W - 396,100. 155,700. MT (+/- 180 meters Scaled) AG7510 AG7510 SUPERSEDED SURVEY CONTROL AG7510 AG7510 NGVD 29 (??/??/92) 1.778 (m) 5.83 (f) ADJ UNCH 2 1 AG7510 AG7510.Superseded values are not recommended for survey control. AG7510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7510.See file dsdata.txt to determine how the superseded data were derived. AG7510 AG7510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL573878(NAD 83) AG7510_MARKER: DJ = TIDAL STATION DISK AG7510_SETTING: 32 = RETAINING WALL AG7510_STAMPING: 6657 C 1976 AG7510_MARK LOGO: NOS AG7510_MAGNETIC: N = NO MAGNETIC MATERIAL AG7510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7510+STABILITY: SURFACE MOTION AG7510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG7510+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1990 AG7510 AG7510 HISTORY - Date Condition Report By AG7510 HISTORY - 1976 MONUMENTED NOS AG7510 HISTORY - 1982 GOOD FLDNR AG7510 HISTORY - 19900618 GOOD FLDNR AG7510 HISTORY - 19970906 GOOD USPSQD AG7510 HISTORY - 20030920 GOOD USPSQD AG7510 AG7510 STATION DESCRIPTION AG7510 AG7510'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7510'IN TAMPA. AG7510'THE MARK IS AT THE SOUTH END OF DAVIS ISLAND AT THE DAVIS ISLAND AG7510'YACHT CLUB. THE MARK BEARS 158 FEET NORTHEAST OF THE NORTHEAST AG7510'CORNER OF THE CLUBHOUSE AND 36 FEET SOUTHWEST OF A DOUBLE-WING AG7510'BOAT DAVIT. AG7510 AG7510 STATION RECOVERY (1990) AG7510 AG7510'RECOVERY NOTE BY FL DEPT OF NAT RES 1990 AG7510'RECOVERED IN GOOD CONDITION. AG7510 AG7510 STATION RECOVERY (1997) AG7510 AG7510'RECOVERY NOTE BY US POWER SQUADRON 1997 AG7510'RECOVERED IN GOOD CONDITION. AG7510 AG7510 STATION RECOVERY (2003) AG7510 AG7510'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7510'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG9408 *********************************************************************** AG9408 TIDAL BM - This is a Tidal Bench Mark. AG9408 DESIGNATION - 872 6657 G TIDAL AG9408 PID - AG9408 AG9408 STATE/COUNTY- FL/HILLSBOROUGH AG9408 USGS QUAD - TAMPA (1995) AG9408 AG9408 *CURRENT SURVEY CONTROL AG9408 ___________________________________________________________________ AG9408* NAD 83(1986)- 27 54 35. (N) 082 26 45. (W) SCALED AG9408* NAVD 88 - 1.640 (meters) 5.38 (feet) ADJUSTED AG9408 ___________________________________________________________________ AG9408 GEOID HEIGHT- -24.87 (meters) GEOID99 AG9408 DYNAMIC HT - 1.637 (meters) 5.37 (feet) COMP AG9408 MODELED GRAV- 979,182.9 (mgal) NAVD 88 AG9408 AG9408 VERT ORDER - SECOND CLASS I AG9408 AG9408.The horizontal coordinates were scaled from a topographic map and have AG9408.an estimated accuracy of +/- 6 seconds. AG9408 AG9408.The orthometric height was determined by differential leveling AG9408.and adjusted by the National Geodetic Survey in March 1995. AG9408 AG9408.This Tidal Bench Mark is designated as VM 6801 AG9408.by the Center for Operational Oceanographic Products and Services. AG9408 AG9408.The geoid height was determined by GEOID99. AG9408 AG9408.The dynamic height is computed by dividing the NAVD 88 AG9408.geopotential number by the normal gravity value computed on the AG9408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG9408.degrees latitude (g = 980.6199 gals.). AG9408 AG9408.The modeled gravity was interpolated from observed gravity values. AG9408 AG9408; North East Units Estimated Accuracy AG9408;SPC FL W - 396,290. 156,110. MT (+/- 180 meters Scaled) AG9408 AG9408 SUPERSEDED SURVEY CONTROL AG9408 AG9408.No superseded survey control is available for this station. AG9408 AG9408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL577880(NAD 83) AG9408_MARKER: I = METAL ROD AG9408_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AG9408_STAMPING: 6657 G 1990 AG9408_MARK LOGO: NOS AG9408_MAGNETIC: I = MARKER IS A STEEL ROD AG9408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG9408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG9408+SATELLITE: SATELLITE OBSERVATIONS - 1990 AG9408 AG9408 HISTORY - Date Condition Report By AG9408 HISTORY - 1990 MONUMENTED FLDNR AG9408 HISTORY - 19970906 GOOD USPSQD AG9408 HISTORY - 20030920 MARK NOT FOUND USPSQD AG9408 AG9408 STATION DESCRIPTION AG9408 AG9408'DESCRIBED BY FL DEPT OF NAT RES 1990 AG9408'THE BENCH MARK IS LOCATED AT THE SOUTH END OF DAVIS ISLAND IN AG9408'HILLSBOROUGH COUNTY. TO REACH THE MARK FROM THE BRIDGE CONNECTING AG9408'DAVIS ISLAND TO THE MAINLAND GO SOUTH ON DAVIS BOULEVARD 0.4 MI (0.64 AG9408'KM) TURN RIGHT GO WEST ON DAVIS BOULEVARD FOR 1.6 MI (2.57 KM) TO A AG9408'TRAFFIC CIRCLE AND THE INTERSECTION OF SEVERN AVENUE, TURN LEFT AND AG9408'GO SOUTHERLY ON SEVERN AVENUE GO 0.9 MI (1.45 KM) TO THE MARK ON AG9408'LEFT. THE MARK IS LOCATED 360.4 FT (109.85 M) NORTH OF THE ENTRANCE AG9408'TO THE DAVIS ISLAND YACHT CLUB, 21.7 FT (6.61 M) WEST 0F A 15 INCH AG9408'CABBAGE PALM, 16.8 FT (5.12 M) EAST OF THE CENTERLINE OF SEVERN AVE. AG9408'AND 1.8 FT (0.55 M) WEST OF A CARSONITE WITTNESS POST. AG9408 AG9408 STATION RECOVERY (1997) AG9408 AG9408'RECOVERY NOTE BY US POWER SQUADRON 1997 AG9408'RECOVERED IN GOOD CONDITION. AG9408 AG9408 STATION RECOVERY (2003) AG9408 AG9408'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG9408'MARK NOT FOUND. SEARCHED FOR AT LENGTH. SEVERN AVENUE HAS BEEN AG9408'BLACK-TOPPED SINCE 1997. MARK MAY HAVE BEEN BURIED OR DESTROYED DURING AG9408'PAVING. NO WITNESS POST EXISTS NEAR THE SITE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7499 *********************************************************************** AG7499 TIDAL BM - This is a Tidal Bench Mark. AG7499 DESIGNATION - 872 6685 A TIDAL AG7499 PID - AG7499 AG7499 STATE/COUNTY- FL/HILLSBOROUGH AG7499 USGS QUAD - TAMPA (1995) AG7499 AG7499 *CURRENT SURVEY CONTROL AG7499 ___________________________________________________________________ AG7499* NAD 83(1986)- 27 56 04. (N) 082 25 57. (W) SCALED AG7499* NAVD 88 - 0.943 (meters) 3.09 (feet) ADJUSTED AG7499 ___________________________________________________________________ AG7499 GEOID HEIGHT- -24.91 (meters) GEOID99 AG7499 DYNAMIC HT - 0.941 (meters) 3.09 (feet) COMP AG7499 MODELED GRAV- 979,185.5 (mgal) NAVD 88 AG7499 AG7499 VERT ORDER - SECOND CLASS I AG7499 AG7499.The horizontal coordinates were scaled from a topographic map and have AG7499.an estimated accuracy of +/- 6 seconds. AG7499 AG7499.The orthometric height was determined by differential leveling AG7499.and adjusted by the National Geodetic Survey in June 1991. AG7499 AG7499.This Tidal Bench Mark is designated as VM 7493 AG7499.by the Center for Operational Oceanographic Products and Services. AG7499 AG7499.The geoid height was determined by GEOID99. AG7499 AG7499.The dynamic height is computed by dividing the NAVD 88 AG7499.geopotential number by the normal gravity value computed on the AG7499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7499.degrees latitude (g = 980.6199 gals.). AG7499 AG7499.The modeled gravity was interpolated from observed gravity values. AG7499 AG7499; North East Units Estimated Accuracy AG7499;SPC FL W - 399,020. 157,440. MT (+/- 180 meters Scaled) AG7499 AG7499 SUPERSEDED SURVEY CONTROL AG7499 AG7499.No superseded survey control is available for this station. AG7499 AG7499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL590907(NAD 83) AG7499_MARKER: DJ = TIDAL STATION DISK AG7499_SETTING: 32 = CONCRETE BRIDGE SEAWALL AG7499_STAMPING: 6685 A 1977 AG7499_MARK LOGO: NOS AG7499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7499+STABILITY: SURFACE MOTION AG7499 AG7499 HISTORY - Date Condition Report By AG7499 HISTORY - 1977 MONUMENTED NOS AG7499 HISTORY - 1982 GOOD FLDNR AG7499 HISTORY - 20030927 GOOD USPSQD AG7499 AG7499 STATION DESCRIPTION AG7499 AG7499'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7499'IN TAMPA. AG7499'THE MARK IS IN TAMPA NEAR THE NORTHWEST END OF THE 22ND STREET AG7499'CAUSEWAY BRIDGE (U.S. BUSINESS 41) OVER MCKAY BAY. THE MARK BEARS AG7499'58 FEET NORTHEAST OF THE NORTH CORNER OF THE NORTHBOUND BRIDGE, AND AG7499'1.3 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE NORTHEAST AG7499'SEAWALL. AG7499'THE MARK IS 15 FT BELOW ROAD. AG7499 AG7499 STATION RECOVERY (2003) AG7499 AG7499'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7499'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7498 *********************************************************************** AG7498 TIDAL BM - This is a Tidal Bench Mark. AG7498 DESIGNATION - 872 6685 B TIDAL AG7498 PID - AG7498 AG7498 STATE/COUNTY- FL/HILLSBOROUGH AG7498 USGS QUAD - TAMPA (1995) AG7498 AG7498 *CURRENT SURVEY CONTROL AG7498 ___________________________________________________________________ AG7498* NAD 83(1986)- 27 56 06. (N) 082 25 58. (W) SCALED AG7498* NAVD 88 - 0.954 (meters) 3.13 (feet) ADJUSTED AG7498 ___________________________________________________________________ AG7498 GEOID HEIGHT- -24.91 (meters) GEOID99 AG7498 DYNAMIC HT - 0.952 (meters) 3.12 (feet) COMP AG7498 MODELED GRAV- 979,185.6 (mgal) NAVD 88 AG7498 AG7498 VERT ORDER - SECOND CLASS I AG7498 AG7498.The horizontal coordinates were scaled from a topographic map and have AG7498.an estimated accuracy of +/- 6 seconds. AG7498 AG7498.The orthometric height was determined by differential leveling AG7498.and adjusted by the National Geodetic Survey in June 1991. AG7498 AG7498.This Tidal Bench Mark is designated as VM 7494 AG7498.by the Center for Operational Oceanographic Products and Services. AG7498 AG7498.The geoid height was determined by GEOID99. AG7498 AG7498.The dynamic height is computed by dividing the NAVD 88 AG7498.geopotential number by the normal gravity value computed on the AG7498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7498.degrees latitude (g = 980.6199 gals.). AG7498 AG7498.The modeled gravity was interpolated from observed gravity values. AG7498 AG7498; North East Units Estimated Accuracy AG7498;SPC FL W - 399,080. 157,410. MT (+/- 180 meters Scaled) AG7498 AG7498 SUPERSEDED SURVEY CONTROL AG7498 AG7498.No superseded survey control is available for this station. AG7498 AG7498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL590908(NAD 83) AG7498_MARKER: DJ = TIDAL STATION DISK AG7498_SETTING: 32 = CONCRETE BRIDGE SEAWALL AG7498_STAMPING: 6685 B 1977 AG7498_MARK LOGO: NOS AG7498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7498+STABILITY: SURFACE MOTION AG7498 AG7498 HISTORY - Date Condition Report By AG7498 HISTORY - 1977 MONUMENTED NOS AG7498 HISTORY - 1982 GOOD FLDNR AG7498 HISTORY - 20030927 GOOD USPSQD AG7498 AG7498 STATION DESCRIPTION AG7498 AG7498'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7498'IN TAMPA. AG7498'THE MARK IS IN TAMPA NEAR THE NORTHWEST END OF THE 22ND STREET AG7498'CAUSEWAY BRIDGE (U.S. BUSINESS 41) OVER MCKAY BAY. THE MARK IS SET AG7498'IN THE TOP OF THE BRIDGE SEAWALL ON THE NORTHEAST SIDE OF THE ROAD, AG7498'77 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE, AND 0.9 AG7498'FOOT SOUTHEAST OF THE NORTHWEST END OF THE SEAWALL. AG7498'THE MARK IS 4 FT BELOW ROAD. AG7498 AG7498 STATION RECOVERY (2003) AG7498 AG7498'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7498'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7497 *********************************************************************** AG7497 TIDAL BM - This is a Tidal Bench Mark. AG7497 DESIGNATION - 872 6685 C TIDAL AG7497 PID - AG7497 AG7497 STATE/COUNTY- FL/HILLSBOROUGH AG7497 USGS QUAD - TAMPA (1995) AG7497 AG7497 *CURRENT SURVEY CONTROL AG7497 ___________________________________________________________________ AG7497* NAD 83(1986)- 27 56 11. (N) 082 26 02. (W) SCALED AG7497* NAVD 88 - 1.029 (meters) 3.38 (feet) ADJUSTED AG7497 ___________________________________________________________________ AG7497 GEOID HEIGHT- -24.91 (meters) GEOID99 AG7497 DYNAMIC HT - 1.027 (meters) 3.37 (feet) COMP AG7497 MODELED GRAV- 979,185.7 (mgal) NAVD 88 AG7497 AG7497 VERT ORDER - SECOND CLASS I AG7497 AG7497.The horizontal coordinates were scaled from a topographic map and have AG7497.an estimated accuracy of +/- 6 seconds. AG7497 AG7497.The orthometric height was determined by differential leveling AG7497.and adjusted by the National Geodetic Survey in June 1991. AG7497 AG7497.This Tidal Bench Mark is designated as VM 7495 AG7497.by the Center for Operational Oceanographic Products and Services. AG7497 AG7497.The geoid height was determined by GEOID99. AG7497 AG7497.The dynamic height is computed by dividing the NAVD 88 AG7497.geopotential number by the normal gravity value computed on the AG7497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7497.degrees latitude (g = 980.6199 gals.). AG7497 AG7497.The modeled gravity was interpolated from observed gravity values. AG7497 AG7497; North East Units Estimated Accuracy AG7497;SPC FL W - 399,240. 157,300. MT (+/- 180 meters Scaled) AG7497 AG7497 SUPERSEDED SURVEY CONTROL AG7497 AG7497.No superseded survey control is available for this station. AG7497 AG7497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL589909(NAD 83) AG7497_MARKER: DJ = TIDAL STATION DISK AG7497_SETTING: 32 = CONCRETE CULVERT HEADWALL AG7497_STAMPING: 6685 C 1977 AG7497_MARK LOGO: NOS AG7497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7497+STABILITY: SURFACE MOTION AG7497 AG7497 HISTORY - Date Condition Report By AG7497 HISTORY - 1977 MONUMENTED NOS AG7497 HISTORY - 1982 GOOD FLDNR AG7497 HISTORY - 20030927 MARK NOT FOUND USPSQD AG7497 AG7497 STATION DESCRIPTION AG7497 AG7497'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7497'IN TAMPA. AG7497'THE MARK IS IN TAMPA NEAR THE NORTHWEST END OF THE 22ND STREET AG7497'CAUSEWAY BRIDGE (U.S. BUSINESS 41) OVER MCKAY BAY. THE MARK IS AG7497'ABOUT 0.1 MILE NORTH OF THE BRIDGE, 36 FEET NORTHEAST OF THE AG7497'CENTERLINE OF THE NORTHBOUND LANE, 7 FEET NORTHWEST OF THE AG7497'SOUTHEAST END OF THE CULVERT HEADWALL, AND 7 FEET SOUTHEAST OF THE AG7497'NORTHWEST END OF THE HEADWALL. AG7497'THE MARK IS 2 FT BELOW ROAD. AG7497 AG7497 STATION RECOVERY (2003) AG7497 AG7497'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7497'MARK NOT FOUND. SITE LOCATED. U.S. HWY BUSINESS 41 HAS BEEN AG7497'RECONSTRUCTED. THE NEW CULVERT AT THE SITE WAS INSTALLED WITH NO MARK. AG7497' 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7501 *********************************************************************** AG7501 TIDAL BM - This is a Tidal Bench Mark. AG7501 DESIGNATION - 872 6685 D TIDAL FLDT AG7501 PID - AG7501 AG7501 STATE/COUNTY- FL/HILLSBOROUGH AG7501 USGS QUAD - TAMPA (1995) AG7501 AG7501 *CURRENT SURVEY CONTROL AG7501 ___________________________________________________________________ AG7501* NAD 83(1986)- 27 56 03. (N) 082 25 57. (W) SCALED AG7501* NAVD 88 - 6.967 (meters) 22.86 (feet) ADJUSTED AG7501 ___________________________________________________________________ AG7501 GEOID HEIGHT- -24.91 (meters) GEOID99 AG7501 DYNAMIC HT - 6.957 (meters) 22.82 (feet) COMP AG7501 MODELED GRAV- 979,185.5 (mgal) NAVD 88 AG7501 AG7501 VERT ORDER - SECOND CLASS I AG7501 AG7501.The horizontal coordinates were scaled from a topographic map and have AG7501.an estimated accuracy of +/- 6 seconds. AG7501 AG7501.The orthometric height was determined by differential leveling AG7501.and adjusted by the National Geodetic Survey in June 1991. AG7501 AG7501.This Tidal Bench Mark is designated as VM 7496 AG7501.by the Center for Operational Oceanographic Products and Services. AG7501 AG7501.The geoid height was determined by GEOID99. AG7501 AG7501.The dynamic height is computed by dividing the NAVD 88 AG7501.geopotential number by the normal gravity value computed on the AG7501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7501.degrees latitude (g = 980.6199 gals.). AG7501 AG7501.The modeled gravity was interpolated from observed gravity values. AG7501 AG7501; North East Units Estimated Accuracy AG7501;SPC FL W - 398,990. 157,440. MT (+/- 180 meters Scaled) AG7501 AG7501 SUPERSEDED SURVEY CONTROL AG7501 AG7501.No superseded survey control is available for this station. AG7501 AG7501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL590907(NAD 83) AG7501_MARKER: DB = BENCH MARK DISK AG7501_SETTING: 31 = CONCRETE RAILING AG7501_STAMPING: 6685 D AG7501_MARK LOGO: FLDT AG7501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7501 AG7501 HISTORY - Date Condition Report By AG7501 HISTORY - UNK MONUMENTED FLDT AG7501 HISTORY - 1982 GOOD FLDNR AG7501 HISTORY - 20030927 GOOD USPSQD AG7501 AG7501 STATION DESCRIPTION AG7501 AG7501'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7501'IN TAMPA. AG7501'THE MARK IS IN TAMPA NEAR THE NORTHWEST END OF THE 22ND STREET AG7501'CAUSEWAY BRIDGE (U.S. BUSINESS 41) OVER MCKAY BAY. THE MARK IS SET AG7501'IN THE NORTH CORNER OF THE NORTHBOUND BRIDGE, 22.5 FEET NORTHEAST AG7501'OF THE CENTERLINE OF THE NORTHBOUND LANE, AND 5.5 FEET SOUTHEAST OF AG7501'THE NORTHWEST END OF THE BRIDGE RAIL. THE MARK WAS STAMPED BY AG7501'FLDNR. AG7501'THE MARK IS 3 FT ABOVE ROAD. AG7501 AG7501 STATION RECOVERY (2003) AG7501 AG7501'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7501'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7500 *********************************************************************** AG7500 TIDAL BM - This is a Tidal Bench Mark. AG7500 DESIGNATION - 872 6685 E TIDAL FLDT AG7500 PID - AG7500 AG7500 STATE/COUNTY- FL/HILLSBOROUGH AG7500 USGS QUAD - TAMPA (1995) AG7500 AG7500 *CURRENT SURVEY CONTROL AG7500 ___________________________________________________________________ AG7500* NAD 83(1986)- 27 56 03. (N) 082 25 57. (W) SCALED AG7500* NAVD 88 - 6.897 (meters) 22.63 (feet) ADJUSTED AG7500 ___________________________________________________________________ AG7500 GEOID HEIGHT- -24.91 (meters) GEOID99 AG7500 DYNAMIC HT - 6.887 (meters) 22.60 (feet) COMP AG7500 MODELED GRAV- 979,185.5 (mgal) NAVD 88 AG7500 AG7500 VERT ORDER - SECOND CLASS I AG7500 AG7500.The horizontal coordinates were scaled from a topographic map and have AG7500.an estimated accuracy of +/- 6 seconds. AG7500 AG7500.The orthometric height was determined by differential leveling AG7500.and adjusted by the National Geodetic Survey in June 1991. AG7500 AG7500.This Tidal Bench Mark is designated as VM 7497 AG7500.by the Center for Operational Oceanographic Products and Services. AG7500 AG7500.The geoid height was determined by GEOID99. AG7500 AG7500.The dynamic height is computed by dividing the NAVD 88 AG7500.geopotential number by the normal gravity value computed on the AG7500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7500.degrees latitude (g = 980.6199 gals.). AG7500 AG7500.The modeled gravity was interpolated from observed gravity values. AG7500 AG7500; North East Units Estimated Accuracy AG7500;SPC FL W - 398,990. 157,440. MT (+/- 180 meters Scaled) AG7500 AG7500 SUPERSEDED SURVEY CONTROL AG7500 AG7500.No superseded survey control is available for this station. AG7500 AG7500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL590907(NAD 83) AG7500_MARKER: DB = BENCH MARK DISK AG7500_SETTING: 31 = CONCRETE RAILING AG7500_STAMPING: 6685 E AG7500_MARK LOGO: FLDT AG7500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7500 AG7500 HISTORY - Date Condition Report By AG7500 HISTORY - UNK MONUMENTED FLDT AG7500 HISTORY - 1982 GOOD FLDNR AG7500 HISTORY - 20030927 GOOD USPSQD AG7500 AG7500 STATION DESCRIPTION AG7500 AG7500'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7500'IN TAMPA. AG7500'THE MARK IS IN TAMPA NEAR THE NORTHWEST END OF THE 22ND STREET AG7500'CAUSEWAY BRIDGE (U.S. BUSINESS 41) OVER MCKAY BAY. THE MARK IS AT AG7500'THE WEST CORNER OF THE SOUTHBOUND BRIDGE, 22.5 FEET SOUTHWEST OF AG7500'THE CENTERLINE OF THE SOUTHBOUND LANE, AND 5.5 FEET SOUTHEAST OF AG7500'THE NORTHWEST END OF THE BRIDGE RAILING. THE MARK WAS STAMPED BY AG7500'FLDNR. AG7500'THE MARK IS 3 FT ABOVE ROAD. AG7500 AG7500 STATION RECOVERY (2003) AG7500 AG7500'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7500'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG6032 *********************************************************************** AG6032 TIDAL BM - This is a Tidal Bench Mark. AG6032 DESIGNATION - 872 6693 TIDAL 3 AG6032 PID - AG6032 AG6032 STATE/COUNTY- FL/HILLSBOROUGH AG6032 USGS QUAD - TAMPA (1995) AG6032 AG6032 *CURRENT SURVEY CONTROL AG6032 ___________________________________________________________________ AG6032* NAD 83(1986)- 27 56 30. (N) 082 27 29. (W) SCALED AG6032* NAVD 88 - 5.987 (meters) 19.64 (feet) ADJUSTED AG6032 ___________________________________________________________________ AG6032 GEOID HEIGHT- -24.89 (meters) GEOID99 AG6032 DYNAMIC HT - 5.979 (meters) 19.62 (feet) COMP AG6032 MODELED GRAV- 979,186.5 (mgal) NAVD 88 AG6032 AG6032 VERT ORDER - FIRST CLASS II AG6032 AG6032.The horizontal coordinates were scaled from a topographic map and have AG6032.an estimated accuracy of +/- 6 seconds. AG6032 AG6032.The orthometric height was determined by differential leveling AG6032.and adjusted by the National Geodetic Survey in March 1995. AG6032.WARNING-Repeat measurements at this control monument indicate possible AG6032.vertical movement. AG6032 AG6032.This Tidal Bench Mark is designated as VM 7518 AG6032.by the Center for Operational Oceanographic Products and Services. AG6032 AG6032.The geoid height was determined by GEOID99. AG6032 AG6032.The dynamic height is computed by dividing the NAVD 88 AG6032.geopotential number by the normal gravity value computed on the AG6032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6032.degrees latitude (g = 980.6199 gals.). AG6032 AG6032.The modeled gravity was interpolated from observed gravity values. AG6032 AG6032; North East Units Estimated Accuracy AG6032;SPC FL W - 399,830. 154,920. MT (+/- 180 meters Scaled) AG6032 AG6032 SUPERSEDED SURVEY CONTROL AG6032 AG6032 NAVD 88 (06/15/91) 5.953 (m) 19.53 (f) UNKNOWN 1 2 AG6032 NGVD 29 (??/??/92) 6.214 (m) 20.39 (f) ADJ UNCH 1 2 AG6032 AG6032.Superseded values are not recommended for survey control. AG6032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6032.See file dsdata.txt to determine how the superseded data were derived. AG6032 AG6032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL565915(NAD 83) AG6032_MARKER: DJ = TIDAL STATION DISK AG6032_SETTING: 31 = BRIDGE CURB APRON AG6032_STAMPING: NO III AG6032_MARK LOGO: CGS AG6032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG6032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG6032+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1990 AG6032 AG6032 HISTORY - Date Condition Report By AG6032 HISTORY - UNK MONUMENTED CGS AG6032 HISTORY - 1966 GOOD NGS AG6032 HISTORY - 1978 GOOD NGS AG6032 HISTORY - 1982 GOOD FLDNR AG6032 HISTORY - 19900407 GOOD FLDNR AG6032 HISTORY - 20030920 GOOD USPSQD AG6032 AG6032 STATION DESCRIPTION AG6032 AG6032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG6032'AT TAMPA. AG6032'AT TAMPA, AT THE EAST END OF THE DRAW SPAN OF THE PLATT STREET AG6032'BRIDGE OVER THE HILLSBOROUGH RIVER, 15.7 FEET NORTH OF THE AG6032'NORTH CURB OF THE BRIDGE, 4 FEET EAST OF THE EAST WALL OF THE AG6032'BRIDGE TENDERS SHACK, 0.4 FOOT SOUTH OF THE SOUTH FACE OF THE AG6032'NORTH CONCRETE GUARD RAIL, 1 FOOT ABOVE THE LEVEL OF THE ROADWAY AG6032'AND IN THE TOP OF THE CONCRETE BRIDGE FLOOR. AG6032 AG6032 STATION RECOVERY (1978) AG6032 AG6032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AG6032'RECOVERED IN GOOD CONDITION. AG6032 AG6032 STATION RECOVERY (1982) AG6032 AG6032'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG6032'RECOVERED IN GOOD CONDITION. AG6032 AG6032 STATION RECOVERY (1990) AG6032 AG6032'RECOVERY NOTE BY FL DEPT OF NAT RES 1990 AG6032'THE BENCH MARK IS LOCATED IN DOWNTOWN TAMPA ON THE PLATT STREET DRAW AG6032'BRIDGE OVER THE HILLSBOROUGH RIVER, HILLSBOROUGH COUNTY FL. TO REACH AG6032'THE MARK FROM THE INTERSECTION OF BAYSHORE BLVD AND PLATT STREET AG6032'PROCEED EAST 420 FT (128.02 M) ONTO THE PLATT STREET BRIDGE, THE MARK AG6032'IS IN THE SIDEWALK ON THE NORTH SIDE OF THE BRIDGE. THE MARK IS AG6032'LOCATED 36.0 FT (10.97 M) NORTH OF THE CENTERLINE OF THE PLATT STREET AG6032'BRIDGE, 3.9 FT (1.19 M) EAST OF THE EAST WALL OF THE BRIDGE TENDERS AG6032'HOUSE, AND 0.3 FT (0.09 M) SOUTH OF THE FACE OF THE NORTH CONCRETE AG6032'GUARD RAIL. AG6032 AG6032 STATION RECOVERY (2003) AG6032 AG6032'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG6032'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7541 *********************************************************************** AG7541 TIDAL BM - This is a Tidal Bench Mark. AG7541 DESIGNATION - 872 6696 A TIDAL AG7541 PID - AG7541 AG7541 STATE/COUNTY- FL/HILLSBOROUGH AG7541 USGS QUAD - TAMPA (1995) AG7541 AG7541 *CURRENT SURVEY CONTROL AG7541 ___________________________________________________________________ AG7541* NAD 83(1986)- 27 56 48. (N) 082 24 05. (W) SCALED AG7541* NAVD 88 - 4.498 (meters) 14.76 (feet) ADJUSTED AG7541 ___________________________________________________________________ AG7541 GEOID HEIGHT- -24.97 (meters) GEOID99 AG7541 DYNAMIC HT - 4.492 (meters) 14.74 (feet) COMP AG7541 MODELED GRAV- 979,186.3 (mgal) NAVD 88 AG7541 AG7541 VERT ORDER - SECOND CLASS I AG7541 AG7541.The horizontal coordinates were scaled from a topographic map and have AG7541.an estimated accuracy of +/- 6 seconds. AG7541 AG7541.The orthometric height was determined by differential leveling AG7541.and adjusted by the National Geodetic Survey in June 1991. AG7541 AG7541.This Tidal Bench Mark is designated as VM 7521 AG7541.by the Center for Operational Oceanographic Products and Services. AG7541 AG7541.The geoid height was determined by GEOID99. AG7541 AG7541.The dynamic height is computed by dividing the NAVD 88 AG7541.geopotential number by the normal gravity value computed on the AG7541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7541.degrees latitude (g = 980.6199 gals.). AG7541 AG7541.The modeled gravity was interpolated from observed gravity values. AG7541 AG7541; North East Units Estimated Accuracy AG7541;SPC FL W - 400,360. 160,500. MT (+/- 180 meters Scaled) AG7541 AG7541 SUPERSEDED SURVEY CONTROL AG7541 AG7541.No superseded survey control is available for this station. AG7541 AG7541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL621920(NAD 83) AG7541_MARKER: DJ = TIDAL STATION DISK AG7541_SETTING: 38 = BRIDGE ABUTMENT AG7541_STAMPING: 6696 A 1977 AG7541_MARK LOGO: NOS AG7541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG7541 AG7541 HISTORY - Date Condition Report By AG7541 HISTORY - 1977 MONUMENTED NOS AG7541 HISTORY - 1982 GOOD FLDNR AG7541 HISTORY - 20030919 GOOD USPSQD AG7541 AG7541 STATION DESCRIPTION AG7541 AG7541'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7541'IN TAMPA. AG7541'THE MARK IS AT THE U.S. HIGHWAY 41 BRIDGE OVER PALM RIVER. THE AG7541'MARK IS IN THE NORTHEAST ABUTMENT OF THE NORTHBOUND HIGHWAY BRIDGE, AG7541'22.5 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE, AND 0.5 AG7541'FOOT SOUTH OF THE NORTHEAST END OF THE BRIDGE. AG7541 AG7541 STATION RECOVERY (2003) AG7541 AG7541'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7541'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7542 *********************************************************************** AG7542 TIDAL BM - This is a Tidal Bench Mark. AG7542 DESIGNATION - 872 6696 D TIDAL FLDT AG7542 PID - AG7542 AG7542 STATE/COUNTY- FL/HILLSBOROUGH AG7542 USGS QUAD - TAMPA (1995) AG7542 AG7542 *CURRENT SURVEY CONTROL AG7542 ___________________________________________________________________ AG7542* NAD 83(1986)- 27 56 48. (N) 082 24 06. (W) SCALED AG7542* NAVD 88 - 5.455 (meters) 17.90 (feet) ADJUSTED AG7542 ___________________________________________________________________ AG7542 GEOID HEIGHT- -24.97 (meters) GEOID99 AG7542 DYNAMIC HT - 5.447 (meters) 17.87 (feet) COMP AG7542 MODELED GRAV- 979,186.3 (mgal) NAVD 88 AG7542 AG7542 VERT ORDER - SECOND CLASS I AG7542 AG7542.The horizontal coordinates were scaled from a topographic map and have AG7542.an estimated accuracy of +/- 6 seconds. AG7542 AG7542.The orthometric height was determined by differential leveling AG7542.and adjusted by the National Geodetic Survey in June 1991. AG7542 AG7542.This Tidal Bench Mark is designated as VM 7522 AG7542.by the Center for Operational Oceanographic Products and Services. AG7542 AG7542.The geoid height was determined by GEOID99. AG7542 AG7542.The dynamic height is computed by dividing the NAVD 88 AG7542.geopotential number by the normal gravity value computed on the AG7542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7542.degrees latitude (g = 980.6199 gals.). AG7542 AG7542.The modeled gravity was interpolated from observed gravity values. AG7542 AG7542; North East Units Estimated Accuracy AG7542;SPC FL W - 400,360. 160,470. MT (+/- 180 meters Scaled) AG7542 AG7542 SUPERSEDED SURVEY CONTROL AG7542 AG7542.No superseded survey control is available for this station. AG7542 AG7542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL621920(NAD 83) AG7542_MARKER: DB = BENCH MARK DISK AG7542_SETTING: 31 = CONCRETE RAILING AG7542_STAMPING: 6696 D AG7542_MARK LOGO: FLDT AG7542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7542 AG7542 HISTORY - Date Condition Report By AG7542 HISTORY - UNK MONUMENTED FLDT AG7542 HISTORY - 1982 GOOD FLDNR AG7542 HISTORY - 20030919 GOOD USPSQD AG7542 AG7542 STATION DESCRIPTION AG7542 AG7542'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7542'IN TAMPA. AG7542'THE MARK IS AT THE U.S. HIGHWAY 41 BRIDGE OVER PALM RIVER. THE AG7542'MARK IS SET IN THE TOP OF THE BRIDGE RAIL OF THE SOUTHBOUND HIGHWAY AG7542'BRIDGE AT THE NORTHWEST CORNER, 20 FEET WEST OF THE CENTERLINE OF AG7542'THE SOUTHBOUND LANE, AND 0.5 FOOT SOUTH OF THE NORTH END OF THE AG7542'RAIL. THE MARK WAS STAMPED BY FLDNR. AG7542'THE MARK IS 3 FT ABOVE ROAD. AG7542 AG7542 STATION RECOVERY (2003) AG7542 AG7542'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7542'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7543 *********************************************************************** AG7543 TIDAL BM - This is a Tidal Bench Mark. AG7543 DESIGNATION - 872 6696 E TIDAL FLDT AG7543 PID - AG7543 AG7543 STATE/COUNTY- FL/HILLSBOROUGH AG7543 USGS QUAD - TAMPA (1995) AG7543 AG7543 *CURRENT SURVEY CONTROL AG7543 ___________________________________________________________________ AG7543* NAD 83(1986)- 27 56 48. (N) 082 24 06. (W) SCALED AG7543* NAVD 88 - 4.499 (meters) 14.76 (feet) ADJUSTED AG7543 ___________________________________________________________________ AG7543 GEOID HEIGHT- -24.97 (meters) GEOID99 AG7543 DYNAMIC HT - 4.492 (meters) 14.74 (feet) COMP AG7543 MODELED GRAV- 979,186.3 (mgal) NAVD 88 AG7543 AG7543 VERT ORDER - SECOND CLASS I AG7543 AG7543.The horizontal coordinates were scaled from a topographic map and have AG7543.an estimated accuracy of +/- 6 seconds. AG7543 AG7543.The orthometric height was determined by differential leveling AG7543.and adjusted by the National Geodetic Survey in June 1991. AG7543 AG7543.This Tidal Bench Mark is designated as VM 7523 AG7543.by the Center for Operational Oceanographic Products and Services. AG7543 AG7543.The geoid height was determined by GEOID99. AG7543 AG7543.The dynamic height is computed by dividing the NAVD 88 AG7543.geopotential number by the normal gravity value computed on the AG7543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7543.degrees latitude (g = 980.6199 gals.). AG7543 AG7543.The modeled gravity was interpolated from observed gravity values. AG7543 AG7543; North East Units Estimated Accuracy AG7543;SPC FL W - 400,360. 160,470. MT (+/- 180 meters Scaled) AG7543 AG7543 SUPERSEDED SURVEY CONTROL AG7543 AG7543.No superseded survey control is available for this station. AG7543 AG7543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL621920(NAD 83) AG7543_MARKER: DB = BENCH MARK DISK AG7543_SETTING: 38 = BRIDGE ABUTMENT AG7543_STAMPING: 6696 E AG7543_MARK LOGO: FLDT AG7543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG7543 AG7543 HISTORY - Date Condition Report By AG7543 HISTORY - UNK MONUMENTED FLDT AG7543 HISTORY - 1982 GOOD FLDNR AG7543 HISTORY - 20030919 GOOD USPSQD AG7543 AG7543 STATION DESCRIPTION AG7543 AG7543'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7543'IN TAMPA. AG7543'THE MARK IS AT THE U.S. HIGHWAY 41 BRIDGE OVER PALM RIVER. THE AG7543'MARK IS SET IN THE NORTH ABUTMENT OF THE SOUTHBOUND BRIDGE, 22.1 AG7543'FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE, AND 2.1 FEET AG7543'WEST OF THE BRIDGE RAIL. AG7543 AG7543 STATION RECOVERY (2003) AG7543 AG7543'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7543'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7540 *********************************************************************** AG7540 TIDAL BM - This is a Tidal Bench Mark. AG7540 DESIGNATION - 872 6696 H TIDAL FLDT AG7540 PID - AG7540 AG7540 STATE/COUNTY- FL/HILLSBOROUGH AG7540 USGS QUAD - TAMPA (1995) AG7540 AG7540 *CURRENT SURVEY CONTROL AG7540 ___________________________________________________________________ AG7540* NAD 83(1986)- 27 56 41. (N) 082 24 05. (W) SCALED AG7540* NAVD 88 - 4.202 (meters) 13.79 (feet) ADJUSTED AG7540 ___________________________________________________________________ AG7540 GEOID HEIGHT- -24.96 (meters) GEOID99 AG7540 DYNAMIC HT - 4.196 (meters) 13.77 (feet) COMP AG7540 MODELED GRAV- 979,186.1 (mgal) NAVD 88 AG7540 AG7540 VERT ORDER - SECOND CLASS I AG7540 AG7540.The horizontal coordinates were scaled from a topographic map and have AG7540.an estimated accuracy of +/- 6 seconds. AG7540 AG7540.The orthometric height was determined by differential leveling AG7540.and adjusted by the National Geodetic Survey in June 1991. AG7540 AG7540.This Tidal Bench Mark is designated as VM 7524 AG7540.by the Center for Operational Oceanographic Products and Services. AG7540 AG7540.The geoid height was determined by GEOID99. AG7540 AG7540.The dynamic height is computed by dividing the NAVD 88 AG7540.geopotential number by the normal gravity value computed on the AG7540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7540.degrees latitude (g = 980.6199 gals.). AG7540 AG7540.The modeled gravity was interpolated from observed gravity values. AG7540 AG7540; North East Units Estimated Accuracy AG7540;SPC FL W - 400,150. 160,500. MT (+/- 180 meters Scaled) AG7540 AG7540 SUPERSEDED SURVEY CONTROL AG7540 AG7540.No superseded survey control is available for this station. AG7540 AG7540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL621918(NAD 83) AG7540_MARKER: DB = BENCH MARK DISK AG7540_SETTING: 31 = BRIDGE RAIL AG7540_STAMPING: 6696 H AG7540_MARK LOGO: FLDT AG7540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7540 AG7540 HISTORY - Date Condition Report By AG7540 HISTORY - UNK MONUMENTED FLDT AG7540 HISTORY - 1982 GOOD FLDNR AG7540 HISTORY - 20030919 GOOD USPSQD AG7540 AG7540 STATION DESCRIPTION AG7540 AG7540'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7540'IN TAMPA. AG7540'THE MARK IS AT THE U.S. HIGHWAY 41 BRIDGE OVER PALM RIVER. THE AG7540'MARK IS AT THE SOUTHEAST CORNER OF THE NORTHBOUND BRIDGE, 19.5 AG7540'FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE, AND 0.5 FOOT AG7540'NORTH OF THE SOUTH END OF THE BRIDGE RAIL. AG7540'THE MARK IS 3 FT ABOVE HIGHWAY. AG7540 AG7540 STATION RECOVERY (2003) AG7540 AG7540'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7540'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7548 *********************************************************************** AG7548 TIDAL BM - This is a Tidal Bench Mark. AG7548 DESIGNATION - 872 6699 A TIDAL AG7548 PID - AG7548 AG7548 STATE/COUNTY- FL/HILLSBOROUGH AG7548 USGS QUAD - TAMPA (1995) AG7548 AG7548 *CURRENT SURVEY CONTROL AG7548 ___________________________________________________________________ AG7548* NAD 83(1986)- 27 56 54. (N) 082 23 37. (W) SCALED AG7548* NAVD 88 - 0.913 (meters) 3.00 (feet) ADJUSTED AG7548 ___________________________________________________________________ AG7548 GEOID HEIGHT- -24.98 (meters) GEOID99 AG7548 DYNAMIC HT - 0.912 (meters) 2.99 (feet) COMP AG7548 MODELED GRAV- 979,186.4 (mgal) NAVD 88 AG7548 AG7548 VERT ORDER - SECOND CLASS I AG7548 AG7548.The horizontal coordinates were scaled from a topographic map and have AG7548.an estimated accuracy of +/- 6 seconds. AG7548 AG7548.The orthometric height was determined by differential leveling AG7548.and adjusted by the National Geodetic Survey in June 1991. AG7548 AG7548.This Tidal Bench Mark is designated as VM 7526 AG7548.by the Center for Operational Oceanographic Products and Services. AG7548 AG7548.The geoid height was determined by GEOID99. AG7548 AG7548.The dynamic height is computed by dividing the NAVD 88 AG7548.geopotential number by the normal gravity value computed on the AG7548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7548.degrees latitude (g = 980.6199 gals.). AG7548 AG7548.The modeled gravity was interpolated from observed gravity values. AG7548 AG7548; North East Units Estimated Accuracy AG7548;SPC FL W - 400,550. 161,270. MT (+/- 180 meters Scaled) AG7548 AG7548 SUPERSEDED SURVEY CONTROL AG7548 AG7548.No superseded survey control is available for this station. AG7548 AG7548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL629922(NAD 83) AG7548_MARKER: DJ = TIDAL STATION DISK AG7548_SETTING: 32 = CONCRETE BULKHEAD AG7548_STAMPING: 6699 A 1977 AG7548_MARK LOGO: NOS AG7548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7548+STABILITY: SURFACE MOTION AG7548 AG7548 HISTORY - Date Condition Report By AG7548 HISTORY - 1977 MONUMENTED NOS AG7548 HISTORY - 1982 GOOD FLDNR AG7548 HISTORY - 1990 GOOD USPSQD AG7548 HISTORY - 20030919 MARK NOT FOUND USPSQD AG7548 AG7548 STATION DESCRIPTION AG7548 AG7548'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7548'IN TAMPA. AG7548'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 60, AND U.S. HIGHWAY 41, AG7548'GO 1.0 MILE EAST ON HIGHWAY 60 TO THE JUNCTION OF MAYDELL ROAD, AG7548'GO 0.25 MILE SOUTH ON MAYDELL ROAD TO THE BRIDGE OVER PALM RIVER AG7548'AND THE MARK. THE MARK BEARS 42.4 FEET SOUTHWEST OF THE SOUTHWEST AG7548'CORNER OF THE BRIDGE, 46 FEET WEST OF THE CENTERLINE OF MAYDELL AG7548'ROAD, 1 FOOT NORTH OF THE SOUTH END OF THE BULKHEAD, AND 40.5 AG7548'FEET SOUTH OF THE NORTHWEST CORNER OF THE BULKHEAD. AG7548'THE MARK IS 4 FT BELOW ROAD. AG7548 AG7548 STATION RECOVERY (1990) AG7548 AG7548'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT) AG7548'RECOVERED IN GOOD CONDITION. AG7548 AG7548 STATION RECOVERY (2003) AG7548 AG7548'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7548'MARK NOT FOUND. SEARCHED FOR BRIEFLY. HIGH WEEDS WERE BETWEEN THE ROAD AG7548'AND SITE LOCATION. A WEED CUTTER IS NEEDED TO GET TO THE SITE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7547 *********************************************************************** AG7547 TIDAL BM - This is a Tidal Bench Mark. AG7547 DESIGNATION - 872 6699 B TIDAL AG7547 PID - AG7547 AG7547 STATE/COUNTY- FL/HILLSBOROUGH AG7547 USGS QUAD - TAMPA (1995) AG7547 AG7547 *CURRENT SURVEY CONTROL AG7547 ___________________________________________________________________ AG7547* NAD 83(1986)- 27 56 54. (N) 082 23 36. (W) SCALED AG7547* NAVD 88 - 3.967 (meters) 13.02 (feet) ADJUSTED AG7547 ___________________________________________________________________ AG7547 GEOID HEIGHT- -24.98 (meters) GEOID99 AG7547 DYNAMIC HT - 3.961 (meters) 13.00 (feet) COMP AG7547 MODELED GRAV- 979,186.4 (mgal) NAVD 88 AG7547 AG7547 VERT ORDER - SECOND CLASS I AG7547 AG7547.The horizontal coordinates were scaled from a topographic map and have AG7547.an estimated accuracy of +/- 6 seconds. AG7547 AG7547.The orthometric height was determined by differential leveling AG7547.and adjusted by the National Geodetic Survey in June 1991. AG7547 AG7547.This Tidal Bench Mark is designated as VM 7527 AG7547.by the Center for Operational Oceanographic Products and Services. AG7547 AG7547.The geoid height was determined by GEOID99. AG7547 AG7547.The dynamic height is computed by dividing the NAVD 88 AG7547.geopotential number by the normal gravity value computed on the AG7547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7547.degrees latitude (g = 980.6199 gals.). AG7547 AG7547.The modeled gravity was interpolated from observed gravity values. AG7547 AG7547; North East Units Estimated Accuracy AG7547;SPC FL W - 400,550. 161,300. MT (+/- 180 meters Scaled) AG7547 AG7547 SUPERSEDED SURVEY CONTROL AG7547 AG7547.No superseded survey control is available for this station. AG7547 AG7547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL629922(NAD 83) AG7547_MARKER: DJ = TIDAL STATION DISK AG7547_SETTING: 31 = CONCRETE BRIDGE WALKWAY AG7547_STAMPING: 6699 B 1977 AG7547_MARK LOGO: NOS AG7547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7547 AG7547 HISTORY - Date Condition Report By AG7547 HISTORY - 1977 MONUMENTED NOS AG7547 HISTORY - 1982 GOOD FLDNR AG7547 HISTORY - 1990 GOOD USPSQD AG7547 HISTORY - 1990 GOOD USPSQD AG7547 HISTORY - 20030919 GOOD USPSQD AG7547 AG7547 STATION DESCRIPTION AG7547 AG7547'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7547'IN TAMPA. AG7547'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 60 AND U.S. HIGHWAY 41, AG7547'GO 1.0 MILE EAST ON HIGHWAY 60 TO THE JUNCTION OF MAYDELL ROAD, AG7547'GO 0.25 MILE SOUTH ON MAYDELL ROAD TO THE BRIDGE OVER PALM RIVER AG7547'AND THE MARK. THE MARK BEARS 15.5 FEET EAST OF THE CENTERLINE OF AG7547'MAYDELL ROAD, 0.9 FOOT NORTH OF THE SOUTH END OF THE BRIDGE, AND AG7547'IS SET IN THE BRIDGE SIDEWALK. AG7547 AG7547 STATION RECOVERY (1990) AG7547 AG7547'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAS) AG7547'RECOVERED IN GOOD CONDITION. AG7547 AG7547 STATION RECOVERY (1990) AG7547 AG7547'RECOVERY NOTE BY US POWER SQUADRON 1990 (PGT) AG7547'RECOVERED IN GOOD CONDITION. AG7547 AG7547 STATION RECOVERY (2003) AG7547 AG7547'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7547'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7451 *********************************************************************** AG7451 TIDAL BM - This is a Tidal Bench Mark. AG7451 DESIGNATION - 872 6711 A TIDAL AG7451 PID - AG7451 AG7451 STATE/COUNTY- FL/HILLSBOROUGH AG7451 USGS QUAD - TAMPA (1995) AG7451 AG7451 *CURRENT SURVEY CONTROL AG7451 ___________________________________________________________________ AG7451* NAD 83(1986)- 27 57 37. (N) 082 28 05. (W) SCALED AG7451* NAVD 88 - 1.024 (meters) 3.36 (feet) ADJUSTED AG7451 ___________________________________________________________________ AG7451 GEOID HEIGHT- -24.90 (meters) GEOID99 AG7451 DYNAMIC HT - 1.022 (meters) 3.35 (feet) COMP AG7451 MODELED GRAV- 979,188.5 (mgal) NAVD 88 AG7451 AG7451 VERT ORDER - SECOND CLASS I AG7451 AG7451.The horizontal coordinates were scaled from a topographic map and have AG7451.an estimated accuracy of +/- 6 seconds. AG7451 AG7451.The orthometric height was determined by differential leveling AG7451.and adjusted by the National Geodetic Survey in June 1991. AG7451 AG7451.This Tidal Bench Mark is designated as VM 7530 AG7451.by the Center for Operational Oceanographic Products and Services. AG7451 AG7451.The geoid height was determined by GEOID99. AG7451 AG7451.The dynamic height is computed by dividing the NAVD 88 AG7451.geopotential number by the normal gravity value computed on the AG7451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7451.degrees latitude (g = 980.6199 gals.). AG7451 AG7451.The modeled gravity was interpolated from observed gravity values. AG7451 AG7451; North East Units Estimated Accuracy AG7451;SPC FL W - 401,900. 153,950. MT (+/- 180 meters Scaled) AG7451 AG7451 SUPERSEDED SURVEY CONTROL AG7451 AG7451 NGVD 29 (??/??/92) 1.286 (m) 4.22 (f) ADJ UNCH 2 1 AG7451 AG7451.Superseded values are not recommended for survey control. AG7451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7451.See file dsdata.txt to determine how the superseded data were derived. AG7451 AG7451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL555936(NAD 83) AG7451_MARKER: DJ = TIDAL STATION DISK AG7451_SETTING: 32 = CONCRETE SEAWALL AG7451_STAMPING: 6711 A 1976 AG7451_MARK LOGO: NOS AG7451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7451+STABILITY: SURFACE MOTION AG7451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG7451+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2003 AG7451 AG7451 HISTORY - Date Condition Report By AG7451 HISTORY - 1976 MONUMENTED NOS AG7451 HISTORY - 1982 GOOD FLDNR AG7451 HISTORY - 20030927 GOOD USPSQD AG7451 AG7451 STATION DESCRIPTION AG7451 AG7451'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7451'IN TAMPA. AG7451'THE MARK IS AT THE RIVER HEIGHTS MARINE AND DRY DOCK (2305 NORTH AG7451'WILLOW DRIVE) WHICH IS AT THE JUNCTION OF WILLOW DRIVE WITH OREGON AG7451'AVENUE. THE MARK BEARS 167 FEET NORTH OF THE CENTERLINE OF THE AG7451'BOAT RAMP, 35 FEET EAST OF THE CENTERLINE OF THE PARKING LOT DRIVE, AG7451'25 FEET NORTH OF THE WEST END OF THE CENTER PIER, AND 156 FEET AG7451'NORTH OF BENCH MARK 6711 B 1976. AG7451 AG7451 STATION RECOVERY (2003) AG7451 AG7451'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCH) AG7451'RIVER HEIGHTS MARINE AND DRY DOCK IS NOW RICKS ON THE WATER. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7452 *********************************************************************** AG7452 TIDAL BM - This is a Tidal Bench Mark. AG7452 DESIGNATION - 872 6711 B TIDAL AG7452 PID - AG7452 AG7452 STATE/COUNTY- FL/HILLSBOROUGH AG7452 USGS QUAD - TAMPA (1995) AG7452 AG7452 *CURRENT SURVEY CONTROL AG7452 ___________________________________________________________________ AG7452* NAD 83(1986)- 27 57 37. (N) 082 28 05. (W) SCALED AG7452* NAVD 88 - 1.073 (meters) 3.52 (feet) ADJUSTED AG7452 ___________________________________________________________________ AG7452 GEOID HEIGHT- -24.90 (meters) GEOID99 AG7452 DYNAMIC HT - 1.072 (meters) 3.52 (feet) COMP AG7452 MODELED GRAV- 979,188.5 (mgal) NAVD 88 AG7452 AG7452 VERT ORDER - SECOND CLASS I AG7452 AG7452.The horizontal coordinates were scaled from a topographic map and have AG7452.an estimated accuracy of +/- 6 seconds. AG7452 AG7452.The orthometric height was determined by differential leveling AG7452.and adjusted by the National Geodetic Survey in June 1991. AG7452 AG7452.This Tidal Bench Mark is designated as VM 7531 AG7452.by the Center for Operational Oceanographic Products and Services. AG7452 AG7452.The geoid height was determined by GEOID99. AG7452 AG7452.The dynamic height is computed by dividing the NAVD 88 AG7452.geopotential number by the normal gravity value computed on the AG7452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7452.degrees latitude (g = 980.6199 gals.). AG7452 AG7452.The modeled gravity was interpolated from observed gravity values. AG7452 AG7452; North East Units Estimated Accuracy AG7452;SPC FL W - 401,900. 153,950. MT (+/- 180 meters Scaled) AG7452 AG7452 SUPERSEDED SURVEY CONTROL AG7452 AG7452 NGVD 29 (??/??/92) 1.335 (m) 4.38 (f) ADJ UNCH 2 1 AG7452 AG7452.Superseded values are not recommended for survey control. AG7452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7452.See file dsdata.txt to determine how the superseded data were derived. AG7452 AG7452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL555936(NAD 83) AG7452_MARKER: DJ = TIDAL STATION DISK AG7452_SETTING: 32 = CONCRETE SEAWALL AG7452_STAMPING: 6711 B 1976 AG7452_MARK LOGO: NOS AG7452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7452+STABILITY: SURFACE MOTION AG7452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG7452+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2003 AG7452 AG7452 HISTORY - Date Condition Report By AG7452 HISTORY - 1976 MONUMENTED NOS AG7452 HISTORY - 1982 GOOD FLDNR AG7452 HISTORY - 20030927 GOOD USPSQD AG7452 AG7452 STATION DESCRIPTION AG7452 AG7452'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7452'IN TAMPA. AG7452'THE MARK IS AT THE RIVER HEIGHTS MARINE AND DRY DOCK (2305 NORTH AG7452'WILLOW DRIVE) WHICH IS AT THE JUNCTION OF WILLOW DRIVE WITH AG7452'OREGON AVENUE. THE MARK BEARS 11.0 FEET NORTH OF THE CENTERLINE AG7452'OF THE BOAT RAMP, 37.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF AG7452'THE WASHROOM, 156 FEET SOUTH OF BENCH MARK 6711 A 1976, AND 37.4 AG7452'FEET NORTHEAST OF BENCH MARK 6711 F 1976. AG7452'THE MARK IS 3 FT ABOVE BOAT RAMP. AG7452 AG7452 STATION RECOVERY (2003) AG7452 AG7452'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCH) AG7452'RIVER HEIGHTS MARINE AND DRY DOCK IS NOW RICKS ON THE WATER. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7454 *********************************************************************** AG7454 TIDAL BM - This is a Tidal Bench Mark. AG7454 DESIGNATION - 872 6711 C TIDAL AG7454 PID - AG7454 AG7454 STATE/COUNTY- FL/HILLSBOROUGH AG7454 USGS QUAD - TAMPA (1995) AG7454 AG7454 *CURRENT SURVEY CONTROL AG7454 ___________________________________________________________________ AG7454* NAD 83(1986)- 27 57 37. (N) 082 28 05. (W) SCALED AG7454* NAVD 88 - 1.362 (meters) 4.47 (feet) ADJUSTED AG7454 ___________________________________________________________________ AG7454 GEOID HEIGHT- -24.90 (meters) GEOID99 AG7454 DYNAMIC HT - 1.360 (meters) 4.46 (feet) COMP AG7454 MODELED GRAV- 979,188.5 (mgal) NAVD 88 AG7454 AG7454 VERT ORDER - SECOND CLASS I AG7454 AG7454.The horizontal coordinates were scaled from a topographic map and have AG7454.an estimated accuracy of +/- 6 seconds. AG7454 AG7454.The orthometric height was determined by differential leveling AG7454.and adjusted by the National Geodetic Survey in June 1991. AG7454 AG7454.This Tidal Bench Mark is designated as VM 7532 AG7454.by the Center for Operational Oceanographic Products and Services. AG7454 AG7454.The geoid height was determined by GEOID99. AG7454 AG7454.The dynamic height is computed by dividing the NAVD 88 AG7454.geopotential number by the normal gravity value computed on the AG7454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7454.degrees latitude (g = 980.6199 gals.). AG7454 AG7454.The modeled gravity was interpolated from observed gravity values. AG7454 AG7454; North East Units Estimated Accuracy AG7454;SPC FL W - 401,900. 153,950. MT (+/- 180 meters Scaled) AG7454 AG7454 SUPERSEDED SURVEY CONTROL AG7454 AG7454 NGVD 29 (??/??/92) 1.624 (m) 5.33 (f) ADJ UNCH 2 1 AG7454 AG7454.Superseded values are not recommended for survey control. AG7454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7454.See file dsdata.txt to determine how the superseded data were derived. AG7454 AG7454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL555936(NAD 83) AG7454_MARKER: DJ = TIDAL STATION DISK AG7454_SETTING: 32 = CONCRETE SEAWALL AG7454_STAMPING: 6711 C 1976 AG7454_MARK LOGO: NOS AG7454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7454+STABILITY: SURFACE MOTION AG7454 AG7454 HISTORY - Date Condition Report By AG7454 HISTORY - 1976 MONUMENTED NOS AG7454 HISTORY - 1982 GOOD FLDNR AG7454 HISTORY - 20030927 MARK NOT FOUND USPSQD AG7454 AG7454 STATION DESCRIPTION AG7454 AG7454'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7454'IN TAMPA. AG7454'THE MARK IS AT THE RIVER HEIGHTS MARINE AND DRY DOCK (2305 NORTH AG7454'WILLOW DRIVE) WHICH IS AT THE JUNCTION OF WILLOW DRIVE WITH OREGON AG7454'AVENUE. THE MARK IS IN THE TOP OF THE NORTH SEAWALL FOR THE DRY AG7454'DOCK RAMP, 77 FEET EAST FROM THE EAST SIDE OF THE DRY DOCK BUILDING, AG7454'AND 51 FEET WEST-SOUTHWEST OF BENCH MARK 6711 E 1976. AG7454'THE MARK IS 3 FT ABOVE RAMP. AG7454 AG7454 STATION RECOVERY (2003) AG7454 AG7454'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCH) AG7454'RIVER HEIGHTS MARINE AND DRY DOCK IS NOW RICKS ON THE WATER. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7455 *********************************************************************** AG7455 TIDAL BM - This is a Tidal Bench Mark. AG7455 DESIGNATION - 872 6711 E TIDAL AG7455 PID - AG7455 AG7455 STATE/COUNTY- FL/HILLSBOROUGH AG7455 USGS QUAD - TAMPA (1995) AG7455 AG7455 *CURRENT SURVEY CONTROL AG7455 ___________________________________________________________________ AG7455* NAD 83(1986)- 27 57 37. (N) 082 28 05. (W) SCALED AG7455* NAVD 88 - 1.432 (meters) 4.70 (feet) ADJUSTED AG7455 ___________________________________________________________________ AG7455 GEOID HEIGHT- -24.90 (meters) GEOID99 AG7455 DYNAMIC HT - 1.430 (meters) 4.69 (feet) COMP AG7455 MODELED GRAV- 979,188.5 (mgal) NAVD 88 AG7455 AG7455 VERT ORDER - SECOND CLASS I AG7455 AG7455.The horizontal coordinates were scaled from a topographic map and have AG7455.an estimated accuracy of +/- 6 seconds. AG7455 AG7455.The orthometric height was determined by differential leveling AG7455.and adjusted by the National Geodetic Survey in June 1991. AG7455 AG7455.This Tidal Bench Mark is designated as VM 7533 AG7455.by the Center for Operational Oceanographic Products and Services. AG7455 AG7455.The geoid height was determined by GEOID99. AG7455 AG7455.The dynamic height is computed by dividing the NAVD 88 AG7455.geopotential number by the normal gravity value computed on the AG7455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7455.degrees latitude (g = 980.6199 gals.). AG7455 AG7455.The modeled gravity was interpolated from observed gravity values. AG7455 AG7455; North East Units Estimated Accuracy AG7455;SPC FL W - 401,900. 153,950. MT (+/- 180 meters Scaled) AG7455 AG7455 SUPERSEDED SURVEY CONTROL AG7455 AG7455 NGVD 29 (??/??/92) 1.694 (m) 5.56 (f) ADJ UNCH 2 1 AG7455 AG7455.Superseded values are not recommended for survey control. AG7455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7455.See file dsdata.txt to determine how the superseded data were derived. AG7455 AG7455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL555936(NAD 83) AG7455_MARKER: DJ = TIDAL STATION DISK AG7455_SETTING: 35 = CONCRETE BASE FOR SIGN AG7455_STAMPING: 6711 E 1976 AG7455_MARK LOGO: NOS AG7455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7455+STABILITY: SURFACE MOTION AG7455 AG7455 HISTORY - Date Condition Report By AG7455 HISTORY - 1976 MONUMENTED NOS AG7455 HISTORY - 1982 GOOD FLDNR AG7455 HISTORY - 20030927 MARK NOT FOUND USPSQD AG7455 AG7455 STATION DESCRIPTION AG7455 AG7455'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7455'IN TAMPA. AG7455'THE MARK IS AT THE RIVER HEIGHTS MARINE AND DRY DOCK (2305 NORTH AG7455'WILLOW DRIVE) WHICH IS AT THE JUNCTION OF WILLOW DRIVE WITH OREGON AG7455'AVENUE. THE MARK BEARS 1 FOOT NORTHEAST OF A SUPER 5 GAS SIGN, 18 AG7455'FEET NORTH OF THE NORTH EDGE OF THE DRY DOCK RAMP, AND 95 FEET AG7455'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE WASHROOM. AG7455 AG7455 STATION RECOVERY (2003) AG7455 AG7455'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCH) AG7455'RIVER HEIGHTS MARINE AND DRY DOCK IS NOW RICKS ON THE WATER. NEW AG7455'CONCRETE WAS POURED AROUND SIGN BASE IN 1987 COVERING MARK. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7453 *********************************************************************** AG7453 TIDAL BM - This is a Tidal Bench Mark. AG7453 DESIGNATION - 872 6711 F TIDAL AG7453 PID - AG7453 AG7453 STATE/COUNTY- FL/HILLSBOROUGH AG7453 USGS QUAD - TAMPA (1995) AG7453 AG7453 *CURRENT SURVEY CONTROL AG7453 ___________________________________________________________________ AG7453* NAD 83(1986)- 27 57 37. (N) 082 28 05. (W) SCALED AG7453* NAVD 88 - 1.146 (meters) 3.76 (feet) ADJUSTED AG7453 ___________________________________________________________________ AG7453 GEOID HEIGHT- -24.90 (meters) GEOID99 AG7453 DYNAMIC HT - 1.145 (meters) 3.76 (feet) COMP AG7453 MODELED GRAV- 979,188.5 (mgal) NAVD 88 AG7453 AG7453 VERT ORDER - SECOND CLASS I AG7453 AG7453.The horizontal coordinates were scaled from a topographic map and have AG7453.an estimated accuracy of +/- 6 seconds. AG7453 AG7453.The orthometric height was determined by differential leveling AG7453.and adjusted by the National Geodetic Survey in June 1991. AG7453 AG7453.This Tidal Bench Mark is designated as VM 7534 AG7453.by the Center for Operational Oceanographic Products and Services. AG7453 AG7453.The geoid height was determined by GEOID99. AG7453 AG7453.The dynamic height is computed by dividing the NAVD 88 AG7453.geopotential number by the normal gravity value computed on the AG7453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7453.degrees latitude (g = 980.6199 gals.). AG7453 AG7453.The modeled gravity was interpolated from observed gravity values. AG7453 AG7453; North East Units Estimated Accuracy AG7453;SPC FL W - 401,900. 153,950. MT (+/- 180 meters Scaled) AG7453 AG7453 SUPERSEDED SURVEY CONTROL AG7453 AG7453 NGVD 29 (??/??/92) 1.408 (m) 4.62 (f) ADJ UNCH 2 1 AG7453 AG7453.Superseded values are not recommended for survey control. AG7453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7453.See file dsdata.txt to determine how the superseded data were derived. AG7453 AG7453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL555936(NAD 83) AG7453_MARKER: DJ = TIDAL STATION DISK AG7453_SETTING: 31 = CONCRETE WALKWAY AG7453_STAMPING: 6711 F 1976 AG7453_MARK LOGO: NOS AG7453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7453 AG7453 HISTORY - Date Condition Report By AG7453 HISTORY - 1976 MONUMENTED NOS AG7453 HISTORY - 1982 GOOD FLDNR AG7453 HISTORY - 20030927 MARK NOT FOUND USPSQD AG7453 AG7453 STATION DESCRIPTION AG7453 AG7453'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7453'IN TAMPA. AG7453'THE MARK IS AT THE RIVER HEIGHTS MARINE AND DRY DOCK (2305 NORTH AG7453'WILLOW DRIVE) WHICH IS AT THE JUNCTION OF WILLOW DRIVE WITH OREGON AG7453'AVENUE. THE MARK BEARS 2.5 FEET NORTH OF THE NORTHEAST CORNER OF AG7453'THE WASHROOM, 17 FEET SOUTH OF THE CENTERLINE OF THE BOAT RAMP, AND AG7453'37.4 FEET SOUTHWEST OF BENCH MARK 6711 B 1976. AG7453'THE MARK IS 2 FT ABOVE BOAT RAMP. AG7453 AG7453 STATION RECOVERY (2003) AG7453 AG7453'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCH) AG7453'RIVER HEIGHTS MARINE AND DRY DOCK IS NOW RICKS ON THE WATER. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG6114 *********************************************************************** AG6114 TIDAL BM - This is a Tidal Bench Mark. AG6114 DESIGNATION - BUNKER 2 AG6114 PID - AG6114 AG6114 STATE/COUNTY- FL/HILLSBOROUGH AG6114 USGS QUAD - GIBSONTON (1987) AG6114 AG6114 *CURRENT SURVEY CONTROL AG6114 ___________________________________________________________________ AG6114* NAD 83(1990)- 27 50 19.59745(N) 082 29 10.33728(W) ADJUSTED AG6114* NAVD 88 - 1.728 (meters) 5.67 (feet) ADJUSTED AG6114 ___________________________________________________________________ AG6114 LAPLACE CORR- -1.68 (seconds) DEFLEC99 AG6114 GEOID HEIGHT- -24.74 (meters) GEOID99 AG6114 DYNAMIC HT - 1.726 (meters) 5.66 (feet) COMP AG6114 MODELED GRAV- 979,175.6 (mgal) NAVD 88 AG6114 AG6114 HORZ ORDER - THIRD AG6114 VERT ORDER - FIRST CLASS I AG6114 AG6114.This mark is at Mac Dill Afb Airport (MCF) AG6114 AG6114.The horizontal coordinates were established by classical geodetic methods AG6114.and adjusted by the National Geodetic Survey in May 1991. AG6114.No horizontal observational check was made to the station. AG6114 AG6114.The orthometric height was determined by differential leveling AG6114.and adjusted by the National Geodetic Survey in June 1991. AG6114 AG6114.This Tidal Bench Mark is designated as VM 6576 AG6114.by the Center for Operational Oceanographic Products and Services. AG6114 AG6114.The Laplace correction was computed from DEFLEC99 derived deflections. AG6114 AG6114.The geoid height was determined by GEOID99. AG6114 AG6114.The dynamic height is computed by dividing the NAVD 88 AG6114.geopotential number by the normal gravity value computed on the AG6114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6114.degrees latitude (g = 980.6199 gals.). AG6114 AG6114.The modeled gravity was interpolated from observed gravity values. AG6114 AG6114; North East Units Scale Converg. AG6114;SPC FL W - 388,438.505 152,107.489 MT 0.99996948 -0 13 37.4 AG6114;UTM 17 - 3,080,229.625 353,646.364 MT 0.99986438 -0 41 39.0 AG6114 AG6114 SUPERSEDED SURVEY CONTROL AG6114 AG6114 NAD 83(1986)- 27 50 19.60166(N) 082 29 10.34907(W) AD( ) 3 AG6114 NAD 27 - 27 50 18.50700(N) 082 29 11.00400(W) AD( ) 3 AG6114 NGVD 29 (??/??/92) 1.993 (m) 6.54 (f) ADJ UNCH 1 1 AG6114 AG6114.Superseded values are not recommended for survey control. AG6114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6114.See file dsdata.txt to determine how the superseded data were derived. AG6114 AG6114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5364680230(NAD 83) AG6114_MARKER: DE = TRAVERSE STATION DISK AG6114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6114_STAMPING: BUNKER 2 1956 AG6114_MARK LOGO: CGS AG6114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6114+STABILITY: SURFACE MOTION AG6114 AG6114 HISTORY - Date Condition Report By AG6114 HISTORY - 1956 MONUMENTED CGS AG6114 HISTORY - 1957 GOOD CGS AG6114 HISTORY - 1966 GOOD CGS AG6114 HISTORY - 1982 GOOD FLDNR AG6114 HISTORY - 1990 GOOD USPSQD AG6114 HISTORY - 19990321 GOOD USPSQD AG6114 HISTORY - 20030921 GOOD USPSQD AG6114 AG6114 STATION DESCRIPTION AG6114 AG6114'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HCA) AG6114'AT MAC DILL AIR FORCE BASE, SW CORNER OF THE INTERSECTION OF AG6114'HOSPITAL ROAD AND AMMUNITION ROAD, 33.4 FT. W OF THE CENTERLINE AG6114'OF HOSPITAL ROAD, 18 FT. S OF THE CENTERLINE OF AMMUNITION ROAD, AG6114'AND 0.5 FT. N OF THE WING WALL OF A CULVERT AT A POINT AT THE AG6114'W WING. A STANDARD DISK, STAMPED BUNKER 2 1956 AND SET IN AN AG6114'8-IN. SQUARE CONCRETE MONUMENT PROJECTING 0.1 FT. AG6114' AG6114'THIS IS A TRAVERSE STATION. AG6114 AG6114 STATION RECOVERY (1957) AG6114 AG6114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JEW) AG6114'STATION RECOVERED IN GOOD CONDITION. THE 1956 DESCRIPTION IS AG6114'ADEQUATE WITH THE FOLLOWING ADDITION-- AG6114' AG6114'THE MONUMENT WAS FOUND 3 IN. UNDERGROUND. AG6114 AG6114 STATION RECOVERY (1966) AG6114 AG6114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 AG6114'AT MAC DILL AFB. AG6114'AT MAC DILL AIR FORCE BASE, ALONG THE SOUTH FENCE OF THE FLIGHT AG6114'LINE, 38 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF MARINA AG6114'DRIVE AND AN ACCESS ROAD LEADING WEST, 33.5 FEET WEST OF THE AG6114'CENTER LINE OF THE DRIVE, 17 1/2 FEET SOUTH OF THE CENTER LINE AG6114'OF THE ACCESS ROAD, 0.8 FOOT NORTH OF THE EAST END OF CONCRETE AG6114'HEAD WALL FOR A 30-INCH PIPE CULVERT, ABOUT 1/2 FOOT BELOW THE AG6114'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH AG6114'THE GROUND. AG6114 AG6114 STATION RECOVERY (1982) AG6114 AG6114'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG6114'RECOVERED IN GOOD CONDITION. AG6114 AG6114 STATION RECOVERY (1990) AG6114 AG6114'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM) AG6114'RECOVERED IN GOOD CONDITION. AG6114 AG6114 STATION RECOVERY (1999) AG6114 AG6114'RECOVERY NOTE BY US POWER SQUADRON 1999 AG6114'RECOVERED IN GOOD CONDITION. AG6114 AG6114 STATION RECOVERY (2003) AG6114 AG6114'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG6114'MARK FOUND GOOD. THERE IS NO FENCE AT THE SOUTH END OF THE FLIGHT AG6114'LINE. THE ACCESS ROAD LEADING WEST IS SOUTH SHORE ROAD. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7545 *********************************************************************** AG7545 TIDAL BM - This is a Tidal Bench Mark. AG7545 DESIGNATION - FRB 205 USE AG7545 PID - AG7545 AG7545 STATE/COUNTY- FL/HILLSBOROUGH AG7545 USGS QUAD - TAMPA (1995) AG7545 AG7545 *CURRENT SURVEY CONTROL AG7545 ___________________________________________________________________ AG7545* NAD 83(1986)- 27 57 00. (N) 082 23 37. (W) SCALED AG7545* NAVD 88 - 3.552 (meters) 11.65 (feet) ADJUSTED AG7545 ___________________________________________________________________ AG7545 GEOID HEIGHT- -24.98 (meters) GEOID99 AG7545 DYNAMIC HT - 3.547 (meters) 11.64 (feet) COMP AG7545 MODELED GRAV- 979,186.5 (mgal) NAVD 88 AG7545 AG7545 VERT ORDER - SECOND CLASS I AG7545 AG7545.The horizontal coordinates were scaled from a topographic map and have AG7545.an estimated accuracy of +/- 6 seconds. AG7545 AG7545.The orthometric height was determined by differential leveling AG7545.and adjusted by the National Geodetic Survey in June 1991. AG7545 AG7545.This Tidal Bench Mark is designated as VM 7525 AG7545.by the Center for Operational Oceanographic Products and Services. AG7545 AG7545.The geoid height was determined by GEOID99. AG7545 AG7545.The dynamic height is computed by dividing the NAVD 88 AG7545.geopotential number by the normal gravity value computed on the AG7545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7545.degrees latitude (g = 980.6199 gals.). AG7545 AG7545.The modeled gravity was interpolated from observed gravity values. AG7545 AG7545; North East Units Estimated Accuracy AG7545;SPC FL W - 400,730. 161,270. MT (+/- 180 meters Scaled) AG7545 AG7545 SUPERSEDED SURVEY CONTROL AG7545 AG7545.No superseded survey control is available for this station. AG7545 AG7545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL629924(NAD 83) AG7545_MARKER: DB = BENCH MARK DISK AG7545_SETTING: 31 = BRIDGE SIDEWALK AG7545_STAMPING: FRB 205 1968 JACKSONVILLE FLA AG7545_MARK LOGO: USE AG7545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7545 AG7545 HISTORY - Date Condition Report By AG7545 HISTORY - 1968 MONUMENTED USE AG7545 HISTORY - 1982 GOOD FLDNR AG7545 HISTORY - 1990 GOOD USPSQD AG7545 HISTORY - 1990 GOOD USPSQD AG7545 HISTORY - 20030919 GOOD USPSQD AG7545 AG7545 STATION DESCRIPTION AG7545 AG7545'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7545'IN TAMPA. AG7545'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 60 AND U.S. HIGHWAY 41, AG7545'GO 1.0 MILE EAST ON HIGHWAY 60 TO THE JUNCTION OF MAYDELL ROAD, GO AG7545'0.25 MILE SOUTH ON MAYDELL ROAD TO THE BRIDGE OVER PALM RIVER AND AG7545'THE MARK. THE MARK BEARS 6 FEET NORTH OF THE NORTHWEST CORNER OF AG7545'THE BRIDGE, 14 FEET WEST OF THE CENTERLINE OF MAYDELL ROAD, AND 2 AG7545'FEET EAST OF THE INSIDE EDGE OF THE BRIDGE RAIL. AG7545 AG7545 STATION RECOVERY (1990) AG7545 AG7545'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAS) AG7545'RECOVERED IN GOOD CONDITION. AG7545 AG7545 STATION RECOVERY (1990) AG7545 AG7545'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT) AG7545'RECOVERED IN GOOD CONDITION. AG7545 AG7545 STATION RECOVERY (2003) AG7545 AG7545'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7545'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG6112 *********************************************************************** AG6112 TIDAL BM - This is a Tidal Bench Mark. AG6112 DESIGNATION - H 262 AG6112 PID - AG6112 AG6112 STATE/COUNTY- FL/HILLSBOROUGH AG6112 USGS QUAD - GIBSONTON (1987) AG6112 AG6112 *CURRENT SURVEY CONTROL AG6112 ___________________________________________________________________ AG6112* NAD 83(1986)- 27 50 58. (N) 082 29 31. (W) SCALED AG6112* NAVD 88 - 2.762 (meters) 9.06 (feet) ADJUSTED AG6112 ___________________________________________________________________ AG6112 GEOID HEIGHT- -24.74 (meters) GEOID99 AG6112 DYNAMIC HT - 2.758 (meters) 9.05 (feet) COMP AG6112 MODELED GRAV- 979,177.0 (mgal) NAVD 88 AG6112 AG6112 VERT ORDER - FIRST CLASS I AG6112 AG6112.This mark is at Mac Dill Afb Airport (MCF) AG6112 AG6112.The horizontal coordinates were scaled from a topographic map and have AG6112.an estimated accuracy of +/- 6 seconds. AG6112 AG6112.The orthometric height was determined by differential leveling AG6112.and adjusted by the National Geodetic Survey in June 1991. AG6112 AG6112.This Tidal Bench Mark is designated as VM 17211 AG6112.by the Center for Operational Oceanographic Products and Services. AG6112 AG6112.The geoid height was determined by GEOID99. AG6112 AG6112.The dynamic height is computed by dividing the NAVD 88 AG6112.geopotential number by the normal gravity value computed on the AG6112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6112.degrees latitude (g = 980.6199 gals.). AG6112 AG6112.The modeled gravity was interpolated from observed gravity values. AG6112 AG6112; North East Units Estimated Accuracy AG6112;SPC FL W - 389,620. 151,550. MT (+/- 180 meters Scaled) AG6112 AG6112 SUPERSEDED SURVEY CONTROL AG6112 AG6112 NGVD 29 (??/??/92) 3.027 (m) 9.93 (f) ADJ UNCH 1 1 AG6112 AG6112.Superseded values are not recommended for survey control. AG6112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6112.See file dsdata.txt to determine how the superseded data were derived. AG6112 AG6112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL530814(NAD 83) AG6112_MARKER: DB = BENCH MARK DISK AG6112_SETTING: 36 = CONCRETE FOUNDATION AG6112_STAMPING: H 262 1966 AG6112_MARK LOGO: CGS AG6112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG6112 AG6112 HISTORY - Date Condition Report By AG6112 HISTORY - 1966 MONUMENTED CGS AG6112 HISTORY - 1982 GOOD FLDNR AG6112 HISTORY - 1983 GOOD DMA AG6112 HISTORY - 1990 GOOD USPSQD AG6112 HISTORY - 19990321 POOR USPSQD AG6112 HISTORY - 20030921 POOR USPSQD AG6112 AG6112 STATION DESCRIPTION AG6112 AG6112'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 AG6112'AT MAC DILL AFB. AG6112'AT MAC DILL AIR FORCE BASE, ON THE FLIGHT LINE AT HANGAR NO. 4, AG6112'SET VERTICALLY IN THE SOUTHWEST FACE NEAR THE SOUTH CORNER OF THE AG6112'CONCRETE FOUNDATION TO THE OFFSET OF THE SOUTHEAST SIDE OF THE AG6112'HANGAR, 1.4 FEET NORTHWEST OF THE SOUTH CORNER, 1.1 FEET ABOVE THE AG6112'SIDEWALK AND 2 FEET ABOVE THE LEVEL OF THE PARKING RAMP. AG6112 AG6112 STATION RECOVERY (1982) AG6112 AG6112'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG6112'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AG6112'CHANGE HANGAR NO. 4 TO HANGAR NO. 5. AG6112 AG6112 STATION RECOVERY (1983) AG6112 AG6112'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983 AG6112'THE HANGER WERE RENUMBERED, H 262IS NOW ON HAMGER 5. AG6112 AG6112 STATION RECOVERY (1990) AG6112 AG6112'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM) AG6112'RECOVERED IN GOOD CONDITION. AG6112 AG6112 STATION RECOVERY (1999) AG6112 AG6112'RECOVERY NOTE BY US POWER SQUADRON 1999 AG6112'MARK RECOVERED IN POOR CONDITION. AG6112 AG6112 STATION RECOVERY (2003) AG6112 AG6112'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG6112'MARK FOUND POOR. THE MARK IS ON HANGAR 5. IT HAS BEEN PAINTED OVER AG6112'WITH GRAY PAINT AND THE NUMBERS ARE NOT CLEARLY LEGIBLE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7569 *********************************************************************** AG7569 DESIGNATION - HIL 10 FLDNR AG7569 PID - AG7569 AG7569 STATE/COUNTY- FL/HILLSBOROUGH AG7569 USGS QUAD - GANDY BRIDGE (1987) AG7569 AG7569 *CURRENT SURVEY CONTROL AG7569 ___________________________________________________________________ AG7569* NAD 83(1986)- 27 55 16. (N) 082 31 25. (W) SCALED AG7569* NAVD 88 - 0.931 (meters) 3.05 (feet) ADJUSTED AG7569 ___________________________________________________________________ AG7569 GEOID HEIGHT- -24.79 (meters) GEOID99 AG7569 DYNAMIC HT - 0.930 (meters) 3.05 (feet) COMP AG7569 MODELED GRAV- 979,184.8 (mgal) NAVD 88 AG7569 AG7569 VERT ORDER - SECOND CLASS I AG7569 AG7569.The horizontal coordinates were scaled from a topographic map and have AG7569.an estimated accuracy of +/- 6 seconds. AG7569 AG7569.The orthometric height was determined by differential leveling AG7569.and adjusted by the National Geodetic Survey in June 1991. AG7569 AG7569.The geoid height was determined by GEOID99. AG7569 AG7569.The dynamic height is computed by dividing the NAVD 88 AG7569.geopotential number by the normal gravity value computed on the AG7569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7569.degrees latitude (g = 980.6199 gals.). AG7569 AG7569.The modeled gravity was interpolated from observed gravity values. AG7569 AG7569; North East Units Estimated Accuracy AG7569;SPC FL W - 397,580. 148,460. MT (+/- 180 meters Scaled) AG7569 AG7569 SUPERSEDED SURVEY CONTROL AG7569 AG7569 NGVD 29 (??/??/92) 1.199 (m) 3.93 (f) ADJ UNCH 2 1 AG7569 AG7569.Superseded values are not recommended for survey control. AG7569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7569.See file dsdata.txt to determine how the superseded data were derived. AG7569 AG7569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL500893(NAD 83) AG7569_MARKER: DB = BENCH MARK DISK AG7569_SETTING: 32 = CONCRETE CULVERT HEADWALL AG7569_STAMPING: HIL 10 1982 BSM AG7569_MARK LOGO: FLDNR AG7569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7569+STABILITY: SURFACE MOTION AG7569 AG7569 HISTORY - Date Condition Report By AG7569 HISTORY - 1982 MONUMENTED FLDNR AG7569 HISTORY - 1989 GOOD USPSQD AG7569 HISTORY - 1990 GOOD USPSQD AG7569 HISTORY - 20020824 GOOD USPSQD AG7569 HISTORY - 20030923 GOOD USPSQD AG7569 AG7569 STATION DESCRIPTION AG7569 AG7569'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7569'IN TAMPA. AG7569'BEGIN AT THE INTERSECTION OF GANDY BOULEVARD (U.S. HIGHWAY 92) AND AG7569'WEST SHORE BOULEVARD (STATE ROAD 587), GO 2.05 MILES NORTH ON WEST AG7569'SHORE BOULEVARD TO THE MARK. THE MARK BEARS 48.7 FEET WEST OF THE AG7569'CENTERLINE OF WEST SHORE BOULEVARD, 45.1 FEET NORTH OF THE AG7569'CENTERLINE OF BROWNING AVENUE, 30.6 FEET NORTH-NORTHWEST OF POWER AG7569'POLE 23090-40423, AND 5.7 FEET SOUTHWEST OF THE NORTHEAST END AG7569'OF THE CULVERT HEADWALL. AG7569'THE MARK IS 1 FT BELOW ROAD. AG7569 AG7569 STATION RECOVERY (1989) AG7569 AG7569'RECOVERY NOTE BY US POWER SQUADRON 1989 (RPS) AG7569'RECOVERED IN GOOD CONDITION. AG7569 AG7569 STATION RECOVERY (1990) AG7569 AG7569'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM) AG7569'RECOVERED IN GOOD CONDITION. AG7569 AG7569 STATION RECOVERY (2002) AG7569 AG7569'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM) AG7569'RECOVERED IN GOOD CONDITION. AG7569 AG7569 STATION RECOVERY (2003) AG7569 AG7569'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7569'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7570 *********************************************************************** AG7570 DESIGNATION - HIL 11 FLDNR AG7570 PID - AG7570 AG7570 STATE/COUNTY- FL/HILLSBOROUGH AG7570 USGS QUAD - GANDY BRIDGE (1987) AG7570 AG7570 *CURRENT SURVEY CONTROL AG7570 ___________________________________________________________________ AG7570* NAD 83(1986)- 27 56 14. (N) 082 31 28. (W) SCALED AG7570* NAVD 88 - 1.489 (meters) 4.89 (feet) ADJUSTED AG7570 ___________________________________________________________________ AG7570 GEOID HEIGHT- -24.81 (meters) GEOID99 AG7570 DYNAMIC HT - 1.486 (meters) 4.88 (feet) COMP AG7570 MODELED GRAV- 979,186.3 (mgal) NAVD 88 AG7570 AG7570 VERT ORDER - SECOND CLASS I AG7570 AG7570.The horizontal coordinates were scaled from a topographic map and have AG7570.an estimated accuracy of +/- 6 seconds. AG7570 AG7570.The orthometric height was determined by differential leveling AG7570.and adjusted by the National Geodetic Survey in June 1991. AG7570 AG7570.The geoid height was determined by GEOID99. AG7570 AG7570.The dynamic height is computed by dividing the NAVD 88 AG7570.geopotential number by the normal gravity value computed on the AG7570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7570.degrees latitude (g = 980.6199 gals.). AG7570 AG7570.The modeled gravity was interpolated from observed gravity values. AG7570 AG7570; North East Units Estimated Accuracy AG7570;SPC FL W - 399,360. 148,390. MT (+/- 180 meters Scaled) AG7570 AG7570 SUPERSEDED SURVEY CONTROL AG7570 AG7570 NGVD 29 (??/??/92) 1.757 (m) 5.76 (f) ADJ UNCH 2 1 AG7570 AG7570.Superseded values are not recommended for survey control. AG7570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7570.See file dsdata.txt to determine how the superseded data were derived. AG7570 AG7570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL500911(NAD 83) AG7570_MARKER: DB = BENCH MARK DISK AG7570_SETTING: 35 = CONCRETE FOUNDATION AG7570_STAMPING: HIL 11 1982 BSM AG7570_MARK LOGO: FLDNR AG7570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7570+STABILITY: SURFACE MOTION AG7570 AG7570 HISTORY - Date Condition Report By AG7570 HISTORY - 1982 MONUMENTED FLDNR AG7570 HISTORY - 1989 GOOD USPSQD AG7570 HISTORY - 20010331 GOOD NGS AG7570 HISTORY - 20020824 GOOD USPSQD AG7570 HISTORY - 20030923 GOOD USPSQD AG7570 AG7570 STATION DESCRIPTION AG7570 AG7570'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7570'IN TAMPA. AG7570'BEGIN AT THE INTERSECTION OF GANDY BOULEVARD (U.S. HIGHWAY 92) AND AG7570'WEST SHORE BOULEVARD (STATE ROAD 587), GO 3.05 MILES NORTH ON WEST AG7570'SHORE BOULEVARD TO THE MARK. THE MARK IS SET IN THE SOUTHWEST AG7570'CORNER OF A 10-FOOT BY 10-FOOT CONCRETE BOX FOUNDATION FOR A AG7570'U-SHAPED CONCRETE BENCH, 54.0 FEET WEST OF THE CENTERLINE OF WEST AG7570'SHORE BOULEVARD, 63.7 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER AG7570'OF THE BEACH PARK WOMENS CLUB, 48.7 FEET WEST-SOUTHWEST OF THE AG7570'SOUTHWEST CORNER OF A SMALL BRIDGE, AND OPPOSITE THE JUNCTION OF AG7570'THE EASTBOUND LANE OF WOODMERE ROAD. AG7570'THE MARK IS 1 FT BELOW ROAD. AG7570 AG7570 STATION RECOVERY (1989) AG7570 AG7570'RECOVERY NOTE BY US POWER SQUADRON 1989 (RPS) AG7570'RECOVERED IN GOOD CONDITION. AG7570 AG7570 STATION RECOVERY (2001) AG7570 AG7570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG7570'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG7570 AG7570 STATION RECOVERY (2002) AG7570 AG7570'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM) AG7570'RECOVERED IN GOOD CONDITION. AG7570 AG7570 STATION RECOVERY (2003) AG7570 AG7570'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7570'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7587 *********************************************************************** AG7587 DESIGNATION - HIL 12 FLDT AG7587 PID - AG7587 AG7587 STATE/COUNTY- FL/HILLSBOROUGH AG7587 USGS QUAD - GANDY BRIDGE (1987) AG7587 AG7587 *CURRENT SURVEY CONTROL AG7587 ___________________________________________________________________ AG7587* NAD 83(1986)- 27 58 54. (N) 082 33 44. (W) SCALED AG7587* NAVD 88 - 3.219 (meters) 10.56 (feet) ADJUSTED AG7587 ___________________________________________________________________ AG7587 GEOID HEIGHT- -24.84 (meters) GEOID99 AG7587 DYNAMIC HT - 3.215 (meters) 10.55 (feet) COMP AG7587 MODELED GRAV- 979,189.9 (mgal) NAVD 88 AG7587 AG7587 VERT ORDER - SECOND CLASS I AG7587 AG7587.The horizontal coordinates were scaled from a topographic map and have AG7587.an estimated accuracy of +/- 6 seconds. AG7587 AG7587.The orthometric height was determined by differential leveling AG7587.and adjusted by the National Geodetic Survey in June 1991. AG7587 AG7587.The geoid height was determined by GEOID99. AG7587 AG7587.The dynamic height is computed by dividing the NAVD 88 AG7587.geopotential number by the normal gravity value computed on the AG7587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7587.degrees latitude (g = 980.6199 gals.). AG7587 AG7587.The modeled gravity was interpolated from observed gravity values. AG7587 AG7587; North East Units Estimated Accuracy AG7587;SPC FL W - 404,310. 144,690. MT (+/- 180 meters Scaled) AG7587 AG7587 SUPERSEDED SURVEY CONTROL AG7587 AG7587 NGVD 29 (??/??/92) 3.487 (m) 11.44 (f) ADJ UNCH 2 1 AG7587 AG7587.Superseded values are not recommended for survey control. AG7587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7587.See file dsdata.txt to determine how the superseded data were derived. AG7587 AG7587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL463961(NAD 83) AG7587_MARKER: DB = BENCH MARK DISK AG7587_SETTING: 31 = CONCRETE BRIDGE RAIL AG7587_STAMPING: HIL 12 AG7587_MARK LOGO: FLDT AG7587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG7587+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2002 AG7587 AG7587 HISTORY - Date Condition Report By AG7587 HISTORY - UNK MONUMENTED FLDT AG7587 HISTORY - 1982 GOOD FLDNR AG7587 HISTORY - 20010211 GOOD USPSQD AG7587 HISTORY - 20020805 GOOD USPSQD AG7587 HISTORY - 20030923 GOOD USPSQD AG7587 AG7587 STATION DESCRIPTION AG7587 AG7587'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7587'IN TAMPA. AG7587'BEGIN AT THE JUNCTION OF MEMORIAL HIGHWAY (STATE ROAD 576) WITH AG7587'EISENHOWER BOULEVARD (STATE ROAD 589), GO 1.0 MILE WEST ON MEMORIAL AG7587'HIGHWAY TO THE BRIDGE OVER SWEETWATER CREEK AND THE MARK. THE MARK AG7587'BEARS 18.75 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF AG7587'MEMORIAL HIGHWAY, 2.6 FEET EAST OF THE WEST END OF THE BRIDGE AG7587'RAILING, 0.5 FOOT WEST OF THE WEST ABUTMENT, AND IS SET IN THE TOP AG7587'OF THE RAILING. THE MARK WAS STAMPED BY FLDNR. AG7587'THE MARK IS 3 FT ABOVE ROAD. AG7587 AG7587 STATION RECOVERY (2001) AG7587 AG7587'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH) AG7587'RECOVERED IN GOOD CONDITION. AG7587 AG7587 STATION RECOVERY (2002) AG7587 AG7587'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH) AG7587'RECOVERED IN GOOD CONDITION. AG7587 AG7587 STATION RECOVERY (2003) AG7587 AG7587'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7587'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7562 *********************************************************************** AG7562 DESIGNATION - HIL 7 FLDNR AG7562 PID - AG7562 AG7562 STATE/COUNTY- FL/HILLSBOROUGH AG7562 USGS QUAD - PORT TAMPA (1983) AG7562 AG7562 *CURRENT SURVEY CONTROL AG7562 ___________________________________________________________________ AG7562* NAD 83(1986)- 27 52 07. (N) 082 31 38. (W) SCALED AG7562* NAVD 88 - 1.907 (meters) 6.26 (feet) ADJUSTED AG7562 ___________________________________________________________________ AG7562 GEOID HEIGHT- -24.71 (meters) GEOID99 AG7562 DYNAMIC HT - 1.904 (meters) 6.25 (feet) COMP AG7562 MODELED GRAV- 979,179.7 (mgal) NAVD 88 AG7562 AG7562 VERT ORDER - SECOND CLASS I AG7562 AG7562.The horizontal coordinates were scaled from a topographic map and have AG7562.an estimated accuracy of +/- 6 seconds. AG7562 AG7562.The orthometric height was determined by differential leveling AG7562.and adjusted by the National Geodetic Survey in June 1991. AG7562 AG7562.The geoid height was determined by GEOID99. AG7562 AG7562.The dynamic height is computed by dividing the NAVD 88 AG7562.geopotential number by the normal gravity value computed on the AG7562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7562.degrees latitude (g = 980.6199 gals.). AG7562 AG7562.The modeled gravity was interpolated from observed gravity values. AG7562 AG7562; North East Units Estimated Accuracy AG7562;SPC FL W - 391,760. 148,080. MT (+/- 180 meters Scaled) AG7562 AG7562 SUPERSEDED SURVEY CONTROL AG7562 AG7562 NGVD 29 (??/??/92) 2.175 (m) 7.14 (f) ADJ UNCH 2 1 AG7562 AG7562.Superseded values are not recommended for survey control. AG7562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7562.See file dsdata.txt to determine how the superseded data were derived. AG7562 AG7562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL496835(NAD 83) AG7562_MARKER: DB = BENCH MARK DISK AG7562_SETTING: 35 = CONCRETE LOADING PLATFORM AG7562_STAMPING: HIL 7 BSM 1982 AG7562_MARK LOGO: FLDNR AG7562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7562+STABILITY: SURFACE MOTION AG7562 AG7562 HISTORY - Date Condition Report By AG7562 HISTORY - 1982 MONUMENTED FLDNR AG7562 HISTORY - 1990 GOOD USPSQD AG7562 HISTORY - 19990318 GOOD USPSQD AG7562 HISTORY - 20020824 GOOD USPSQD AG7562 HISTORY - 20030923 GOOD USPSQD AG7562 AG7562 STATION DESCRIPTION AG7562 AG7562'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7562'IN PORT TAMPA. AG7562'THE MARK IS AT THE PORT TAMPA POST OFFICE, SET IN THE SOUTHWEST AG7562'CORNER OF THE LOADING PLATFORM, 20.6 FEET NORTH-NORTHWEST OF THE AG7562'SOUTHWEST CORNER OF THE POST OFFICE, 35.25 FEET SOUTH-SOUTHWEST AG7562'OF THE NORTHWEST CORNER OF THE POST OFFICE, AND 11.6 FEET WEST OF AG7562'THE WEST WALL OF THE POST OFFICE. AG7562'THE MARK IS 2.5 FT ABOVE GROUND. AG7562 AG7562 STATION RECOVERY (1990) AG7562 AG7562'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM) AG7562'RECOVERED IN GOOD CONDITION. AG7562 AG7562 STATION RECOVERY (1999) AG7562 AG7562'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7562'RECOVERED IN GOOD CONDITION. AG7562 AG7562 STATION RECOVERY (2002) AG7562 AG7562'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM) AG7562'RECOVERED IN GOOD CONDITION. AG7562 AG7562 STATION RECOVERY (2003) AG7562 AG7562'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7562'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7561 *********************************************************************** AG7561 DESIGNATION - HIL 8 FLDNR AG7561 PID - AG7561 AG7561 STATE/COUNTY- FL/HILLSBOROUGH AG7561 USGS QUAD - GANDY BRIDGE (1987) AG7561 AG7561 *CURRENT SURVEY CONTROL AG7561 ___________________________________________________________________ AG7561* NAD 83(1986)- 27 52 52. (N) 082 31 37. (W) SCALED AG7561* NAVD 88 - 2.748 (meters) 9.02 (feet) ADJUSTED AG7561 ___________________________________________________________________ AG7561 GEOID HEIGHT- -24.73 (meters) GEOID99 AG7561 DYNAMIC HT - 2.744 (meters) 9.00 (feet) COMP AG7561 MODELED GRAV- 979,181.0 (mgal) NAVD 88 AG7561 AG7561 VERT ORDER - SECOND CLASS I AG7561 AG7561.The horizontal coordinates were scaled from a topographic map and have AG7561.an estimated accuracy of +/- 6 seconds. AG7561 AG7561.The orthometric height was determined by differential leveling AG7561.and adjusted by the National Geodetic Survey in June 1991. AG7561 AG7561.The geoid height was determined by GEOID99. AG7561 AG7561.The dynamic height is computed by dividing the NAVD 88 AG7561.geopotential number by the normal gravity value computed on the AG7561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7561.degrees latitude (g = 980.6199 gals.). AG7561 AG7561.The modeled gravity was interpolated from observed gravity values. AG7561 AG7561; North East Units Estimated Accuracy AG7561;SPC FL W - 393,150. 148,120. MT (+/- 180 meters Scaled) AG7561 AG7561 SUPERSEDED SURVEY CONTROL AG7561 AG7561 NGVD 29 (??/??/92) 3.017 (m) 9.90 (f) ADJ UNCH 2 1 AG7561 AG7561.Superseded values are not recommended for survey control. AG7561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7561.See file dsdata.txt to determine how the superseded data were derived. AG7561 AG7561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL496849(NAD 83) AG7561_MARKER: DB = BENCH MARK DISK AG7561_SETTING: 35 = CONCRETE BASE FOR SIGN AG7561_STAMPING: HIL 8 BSM 1982 AG7561_MARK LOGO: FLDNR AG7561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7561+STABILITY: SURFACE MOTION AG7561 AG7561 HISTORY - Date Condition Report By AG7561 HISTORY - 1982 MONUMENTED FLDNR AG7561 HISTORY - 1989 GOOD USPSQD AG7561 HISTORY - 1990 GOOD USPSQD AG7561 HISTORY - 19990321 GOOD USPSQD AG7561 HISTORY - 20030923 GOOD USPSQD AG7561 AG7561 STATION DESCRIPTION AG7561 AG7561'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7561'IN TAMPA. AG7561'BEGIN AT THE INTERSECTION OF GANDY BOULEVARD (U.S. HIGHWAY 92) AG7561'AND WEST SHORE BOULEVARD (STATE ROAD 587), GO 0.85 MILE SOUTH AG7561'ON WEST SHORE BOULEVARD TO THE WESTINGHOUSE MANUFACTURING PLANT AG7561'AND THE MARK. THE MARK IS SET IN THE TOP OF THE EAST CONCRETE AG7561'BASE FOR THE WESTINGHOUSE SIGN, 105.2 FEET WEST OF THE CENTERLINE AG7561'OF WEST SHORE BOULEVARD, AND 69.2 FEET NORTH OF THE CENTERLINE AG7561'OF THE ENTRANCE DRIVE TO THE FACTORY. AG7561'THE MARK IS 3.3 FT ABOVE GROUND. AG7561 AG7561 STATION RECOVERY (1989) AG7561 AG7561'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM) AG7561'RECOVERED IN GOOD CONDITION. AG7561 AG7561 STATION RECOVERY (1990) AG7561 AG7561'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM) AG7561'RECOVERED IN GOOD CONDITION. AG7561 AG7561 STATION RECOVERY (1999) AG7561 AG7561'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7561'RECOVERED IN GOOD CONDITION. AG7561 AG7561 STATION RECOVERY (2003) AG7561 AG7561'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7561'MARK FOUND GOOD. THE MANUFACTURING PLANT IS NOW VACANT. THE AG7561'WESTINGHOUSE SIGN STRUCTURE STILL EXISTS, BUT THE MARKEE IS BLANK. AG7561'THE SIGN IS AT THE APPROXIMATE JUNCTION OF W. IOWA AVENUE AND SOUTH AG7561'WEST SHORE BOULEVARD. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7568 *********************************************************************** AG7568 DESIGNATION - HIL 9 FLDNR AG7568 PID - AG7568 AG7568 STATE/COUNTY- FL/HILLSBOROUGH AG7568 USGS QUAD - GANDY BRIDGE (1987) AG7568 AG7568 *CURRENT SURVEY CONTROL AG7568 ___________________________________________________________________ AG7568* NAD 83(1986)- 27 54 26. (N) 082 31 37. (W) SCALED AG7568* NAVD 88 - 1.549 (meters) 5.08 (feet) ADJUSTED AG7568 ___________________________________________________________________ AG7568 GEOID HEIGHT- -24.76 (meters) GEOID99 AG7568 DYNAMIC HT - 1.547 (meters) 5.08 (feet) COMP AG7568 MODELED GRAV- 979,183.5 (mgal) NAVD 88 AG7568 AG7568 VERT ORDER - SECOND CLASS I AG7568 AG7568.The horizontal coordinates were scaled from a topographic map and have AG7568.an estimated accuracy of +/- 6 seconds. AG7568 AG7568.The orthometric height was determined by differential leveling AG7568.and adjusted by the National Geodetic Survey in June 1991. AG7568 AG7568.The geoid height was determined by GEOID99. AG7568 AG7568.The dynamic height is computed by dividing the NAVD 88 AG7568.geopotential number by the normal gravity value computed on the AG7568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7568.degrees latitude (g = 980.6199 gals.). AG7568 AG7568.The modeled gravity was interpolated from observed gravity values. AG7568 AG7568; North East Units Estimated Accuracy AG7568;SPC FL W - 396,040. 148,130. MT (+/- 180 meters Scaled) AG7568 AG7568 SUPERSEDED SURVEY CONTROL AG7568 AG7568 NGVD 29 (??/??/92) 1.817 (m) 5.96 (f) ADJ UNCH 2 1 AG7568 AG7568.Superseded values are not recommended for survey control. AG7568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7568.See file dsdata.txt to determine how the superseded data were derived. AG7568 AG7568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL497878(NAD 83) AG7568_MARKER: DB = BENCH MARK DISK AG7568_SETTING: 30 = CONCRETE MANHOLE BOX AG7568_STAMPING: HIL 9 1982 BSM AG7568_MARK LOGO: FLDNR AG7568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7568 AG7568 HISTORY - Date Condition Report By AG7568 HISTORY - 1982 MONUMENTED FLDNR AG7568 HISTORY - 1989 GOOD USPSQD AG7568 HISTORY - 1990 GOOD USPSQD AG7568 HISTORY - 19990318 GOOD USPSQD AG7568 HISTORY - 20020824 GOOD USPSQD AG7568 HISTORY - 20030923 GOOD USPSQD AG7568 AG7568 STATION DESCRIPTION AG7568 AG7568'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7568'IN TAMPA. AG7568'BEGIN AT THE INTERSECTION OF GANDY BOULEVARD (U.S. HIGHWAY 92) AND AG7568'WEST SHORE BOULEVARD (STATE ROAD 587), GO 0.95 MILE NORTH ON WEST AG7568'SHORE BOULEVARD TO THE MARK. THE MARK IS SET IN THE SOUTHEAST AG7568'CORNER OF A CONCRETE MANHOLE BOX, 26.9 FEET WEST OF THE CENTERLINE AG7568'OF WEST SHORE BOULEVARD, 12.9 FEET SOUTHEAST OF POWER POLE 3911, AG7568'94.3 FEET NORTH OF THE EXTENDED CENTERLINE OF BAY VISTA AVENUE, AG7568'AND 36.9 FEET SOUTH OF THE CENTERLINE OF THE NORTHERNMOST ENTRANCE AG7568'TO THE COVE APARTMENTS. AG7568'THE MARK IS ABOVE LEVEL WITH ROAD. AG7568 AG7568 STATION RECOVERY (1989) AG7568 AG7568'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM) AG7568'RECOVERED IN GOOD CONDITION. AG7568 AG7568 STATION RECOVERY (1990) AG7568 AG7568'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM) AG7568'RECOVERED IN GOOD CONDITION. AG7568 AG7568 STATION RECOVERY (1999) AG7568 AG7568'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7568'RECOVERED IN GOOD CONDITION. AG7568 AG7568 STATION RECOVERY (2002) AG7568 AG7568'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM) AG7568'RECOVERED IN GOOD CONDITION. AG7568 AG7568 STATION RECOVERY (2003) AG7568 AG7568'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7568'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG6030 *********************************************************************** AG6030 DESIGNATION - HILLS AG6030 PID - AG6030 AG6030 STATE/COUNTY- FL/HILLSBOROUGH AG6030 USGS QUAD - TAMPA (1995) AG6030 AG6030 *CURRENT SURVEY CONTROL AG6030 ___________________________________________________________________ AG6030* NAD 83(1986)- 27 56 29. (N) 082 27 33. (W) SCALED AG6030* NAVD 88 - 2.099 (meters) 6.89 (feet) ADJUSTED AG6030 ___________________________________________________________________ AG6030 GEOID HEIGHT- -24.89 (meters) GEOID99 AG6030 DYNAMIC HT - 2.095 (meters) 6.87 (feet) COMP AG6030 MODELED GRAV- 979,186.5 (mgal) NAVD 88 AG6030 AG6030 VERT ORDER - FIRST CLASS I AG6030 AG6030.The horizontal coordinates were scaled from a topographic map and have AG6030.an estimated accuracy of +/- 6 seconds. AG6030 AG6030.The orthometric height was determined by differential leveling AG6030.and adjusted by the National Geodetic Survey in March 1995. AG6030.WARNING-Repeat measurements at this control monument indicate possible AG6030.vertical movement. AG6030 AG6030.The geoid height was determined by GEOID99. AG6030 AG6030.The dynamic height is computed by dividing the NAVD 88 AG6030.geopotential number by the normal gravity value computed on the AG6030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6030.degrees latitude (g = 980.6199 gals.). AG6030 AG6030.The modeled gravity was interpolated from observed gravity values. AG6030 AG6030; North East Units Estimated Accuracy AG6030;SPC FL W - 399,800. 154,810. MT (+/- 180 meters Scaled) AG6030 AG6030 SUPERSEDED SURVEY CONTROL AG6030 AG6030 NAVD 88 (06/15/91) 2.074 (m) 6.80 (f) UNKNOWN 1 1 AG6030 NGVD 29 (??/??/92) 2.335 (m) 7.66 (f) ADJ UNCH 1 1 AG6030 AG6030.Superseded values are not recommended for survey control. AG6030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6030.See file dsdata.txt to determine how the superseded data were derived. AG6030 AG6030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL564915(NAD 83) AG6030_MARKER: DD = SURVEY DISK AG6030_SETTING: 35 = LANDING AG6030_STAMPING: HILLS 1947 AG6030_MARK LOGO: USE AG6030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6030+STABILITY: SURFACE MOTION AG6030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG6030+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1990 AG6030 AG6030 HISTORY - Date Condition Report By AG6030 HISTORY - UNK MONUMENTED DOD AG6030 HISTORY - 1966 GOOD NGS AG6030 HISTORY - 1978 GOOD NGS AG6030 HISTORY - 1988 GOOD USPSQD AG6030 HISTORY - 1989 GOOD USPSQD AG6030 HISTORY - 19900630 GOOD FLDNR AG6030 HISTORY - 20031004 GOOD USPSQD AG6030 AG6030 STATION DESCRIPTION AG6030 AG6030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG6030'AT TAMPA. AG6030'AT TAMPA, AT THE WEST END OF THE PLATT STREET BRIDGE OVER THE AG6030'HILLSBOROUGH RIVER, NEAR THE JUNCTION OF PLATT STREET AND BAY AG6030'SHORE DRIVE, 36.0 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE AG6030'DRIVE, IN THE TOP OF THE CONCRETE LANDING AT THE TOP OF STEPS AG6030'FOR THE SIDEWALK THAT LEADS DOWN FROM THE WEST END OF BRIDGE, AG6030'4.4 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE LANDING AND AG6030'ABOUT 2 FEET BELOW THE LEVEL OF THE DRIVE. AG6030 AG6030 STATION RECOVERY (1978) AG6030 AG6030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AG6030'RECOVERED IN GOOD CONDITION. AG6030 AG6030 STATION RECOVERY (1988) AG6030 AG6030'RECOVERY NOTE BY US POWER SQUADRON 1988 (AJW) AG6030'RECOVERED IN GOOD CONDITION. AG6030 AG6030 STATION RECOVERY (1989) AG6030 AG6030'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM) AG6030'RECOVERED IN GOOD CONDITION. AG6030 AG6030 STATION RECOVERY (1990) AG6030 AG6030'RECOVERY NOTE BY FL DEPT OF NAT RES 1990 AG6030'RECOVERED IN GOOD CONDITION. AG6030 AG6030 STATION RECOVERY (2003) AG6030 AG6030'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG6030'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG6031 *********************************************************************** AG6031 TIDAL BM - This is a Tidal Bench Mark. AG6031 DESIGNATION - HR 3 AG6031 PID - AG6031 AG6031 STATE/COUNTY- FL/HILLSBOROUGH AG6031 USGS QUAD - TAMPA (1995) AG6031 AG6031 *CURRENT SURVEY CONTROL AG6031 ___________________________________________________________________ AG6031* NAD 83(1986)- 27 56 31. (N) 082 27 33. (W) SCALED AG6031* NAVD 88 - 3.545 (meters) 11.63 (feet) ADJUSTED AG6031 ___________________________________________________________________ AG6031 GEOID HEIGHT- -24.89 (meters) GEOID99 AG6031 DYNAMIC HT - 3.540 (meters) 11.61 (feet) COMP AG6031 MODELED GRAV- 979,186.6 (mgal) NAVD 88 AG6031 AG6031 VERT ORDER - FIRST CLASS I AG6031 AG6031.The horizontal coordinates were scaled from a topographic map and have AG6031.an estimated accuracy of +/- 6 seconds. AG6031 AG6031.The orthometric height was determined by differential leveling AG6031.and adjusted by the National Geodetic Survey in June 1991. AG6031 AG6031.This Tidal Bench Mark is designated as VM 7517 AG6031.by the Center for Operational Oceanographic Products and Services. AG6031 AG6031.The geoid height was determined by GEOID99. AG6031 AG6031.The dynamic height is computed by dividing the NAVD 88 AG6031.geopotential number by the normal gravity value computed on the AG6031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6031.degrees latitude (g = 980.6199 gals.). AG6031 AG6031.The modeled gravity was interpolated from observed gravity values. AG6031 AG6031; North East Units Estimated Accuracy AG6031;SPC FL W - 399,860. 154,810. MT (+/- 180 meters Scaled) AG6031 AG6031 SUPERSEDED SURVEY CONTROL AG6031 AG6031 NGVD 29 (??/??/92) 3.806 (m) 12.49 (f) ADJ UNCH 1 1 AG6031 AG6031.Superseded values are not recommended for survey control. AG6031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6031.See file dsdata.txt to determine how the superseded data were derived. AG6031 AG6031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL564916(NAD 83) AG6031_MARKER: DD = SURVEY DISK AG6031_SETTING: 31 = BRIDGE CURB APRON AG6031_STAMPING: HR 3 1949 JACKSONVILLE AG6031_MARK LOGO: USE AG6031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG6031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG6031+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1990 AG6031 AG6031 HISTORY - Date Condition Report By AG6031 HISTORY - 1949 MONUMENTED DOD AG6031 HISTORY - 1966 GOOD NGS AG6031 HISTORY - 1983 GOOD AG6031 HISTORY - 1988 GOOD USPSQD AG6031 HISTORY - 1989 GOOD USPSQD AG6031 HISTORY - 19900407 GOOD FLDNR AG6031 HISTORY - 20030920 GOOD USPSQD AG6031 AG6031 STATION DESCRIPTION AG6031 AG6031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG6031'AT TAMPA. AG6031'AT TAMPA, AT THE WEST END OF THE PLATT STREET BRIDGE OVER THE AG6031'HILLSBOROUGH RIVER, NEAR THE JUNCTION OF PLATT STREET AND BAY AG6031'SHORE DRIVE, SET ON THE TOP OF THE CONCRETE SIDEWALK ALONG AG6031'THE NORTH SIDE OF THE BRIDGE, 2 FEET NORTH OF THE NORTH CURB AG6031'OF THE BRIDGE, 5 FEET SOUTH OF THE SOUTH SIDE OF THE NORTH AG6031'GUARD RAIL OF THE BRIDGE AND ABOUT 1 FOOT ABOVE THE BRIDGE FLOOR. AG6031 AG6031 STATION RECOVERY (1983) AG6031 AG6031'RECOVERED 1983 AG6031'LOCATED IN TAMPA, FL ON THE PLATT STREET BRIDGE OVER THE HILLSBOROUGH AG6031'RIVER, ON THE NORTHWEST OF BRIDGE, 74 YARDS WEST OF CENTER OF BRIDGE, AG6031'SET IN CONCRETE SIDEWALK, 2 FEET FRM CURB, 5 1/2 FEET FROM RAILING, AG6031'AND 1 FOOT ABOVE THE LEVEL OF STREET. AG6031 AG6031 STATION RECOVERY (1988) AG6031 AG6031'RECOVERY NOTE BY US POWER SQUADRON 1988 (AJW) AG6031'RECOVERED IN GOOD CONDITION. AG6031 AG6031 STATION RECOVERY (1989) AG6031 AG6031'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM) AG6031'RECOVERED IN GOOD CONDITION. AG6031 AG6031 STATION RECOVERY (1990) AG6031 AG6031'RECOVERY NOTE BY FL DEPT OF NAT RES 1990 AG6031'THE BENCH MARK IS LOCATED DOWNTOWN TAMPA ON THE PLATT STREET DRAW AG6031'BRIDGE OVER THE HILLSBOROUGH RIVER, HILLSBOROUGH CO FL. TO REACH THE AG6031'MARK FROM THE INTERSECTION OF PLATT STREET AND BAYSHORE BLVD PROCEED AG6031'EAST 105 FT (32.00 M) ONTO THE PLATT STREET BRIDGE, THE MARK IS ON AG6031'THE LEFT IN THE SIDEWALK. THE MARK IS LOCATED IN THE SIDEWALK OF THE AG6031'BRIDGE AT THE NORTHWEST CORNER, 105.6 FT (32.19 M) EAST OF THE AG6031'CENTERLINE OF BAYSHORE BLVD, 24.6 FT (7.50 M) NORTH OF THE CENTERLINE AG6031'OF THE PLATT STREET BRIDGE, AND 2.0 FT (0.61 M) NORTH OF THE NORTH AG6031'BRIDGE CURB. AG6031 AG6031 STATION RECOVERY (2003) AG6031 AG6031'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG6031'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG6113 *********************************************************************** AG6113 DESIGNATION - J 262 AG6113 PID - AG6113 AG6113 STATE/COUNTY- FL/HILLSBOROUGH AG6113 USGS QUAD - GIBSONTON (1987) AG6113 AG6113 *CURRENT SURVEY CONTROL AG6113 ___________________________________________________________________ AG6113* NAD 83(1986)- 27 50 20. (N) 082 29 05. (W) SCALED AG6113* NAVD 88 - 1.452 (meters) 4.76 (feet) ADJUSTED AG6113 ___________________________________________________________________ AG6113 GEOID HEIGHT- -24.74 (meters) GEOID99 AG6113 DYNAMIC HT - 1.450 (meters) 4.76 (feet) COMP AG6113 MODELED GRAV- 979,175.7 (mgal) NAVD 88 AG6113 AG6113 VERT ORDER - FIRST CLASS I AG6113 AG6113.This mark is at Mac Dill Afb Airport (MCF) AG6113 AG6113.The horizontal coordinates were scaled from a topographic map and have AG6113.an estimated accuracy of +/- 6 seconds. AG6113 AG6113.The orthometric height was determined by differential leveling AG6113.and adjusted by the National Geodetic Survey in June 1991. AG6113 AG6113.The geoid height was determined by GEOID99. AG6113 AG6113.The dynamic height is computed by dividing the NAVD 88 AG6113.geopotential number by the normal gravity value computed on the AG6113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6113.degrees latitude (g = 980.6199 gals.). AG6113 AG6113.The modeled gravity was interpolated from observed gravity values. AG6113 AG6113; North East Units Estimated Accuracy AG6113;SPC FL W - 388,450. 152,250. MT (+/- 180 meters Scaled) AG6113 AG6113 SUPERSEDED SURVEY CONTROL AG6113 AG6113 NGVD 29 (??/??/92) 1.718 (m) 5.64 (f) ADJ UNCH 1 1 AG6113 AG6113.Superseded values are not recommended for survey control. AG6113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6113.See file dsdata.txt to determine how the superseded data were derived. AG6113 AG6113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL537802(NAD 83) AG6113_MARKER: DB = BENCH MARK DISK AG6113_SETTING: 30 = CONCRETE BASE AG6113_STAMPING: J 262 1966 AG6113_MARK LOGO: CGS AG6113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG6113 AG6113 HISTORY - Date Condition Report By AG6113 HISTORY - 1966 MONUMENTED CGS AG6113 HISTORY - 1975 GOOD NGS AG6113 HISTORY - 1982 GOOD FLDNR AG6113 HISTORY - 1990 GOOD USPSQD AG6113 HISTORY - 19990321 GOOD USPSQD AG6113 HISTORY - 20030921 POOR USPSQD AG6113 AG6113 STATION DESCRIPTION AG6113 AG6113'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 AG6113'AT MAC DILL AFB. AG6113'AT MAC DILL AIR FORCE BASE, ALONG THE SOUTH FENCE OF THE FLIGHT AG6113'LINE, 144 YARDS EAST OF THE JUNCTION OF MARINA DRIVE AND AN ACCESS AG6113'ROAD LEADING WEST, 142 FEET EAST OF THE NORTH END OF A 4-FOOT AG6113'PIPE CULVERT UNDER THE DRIVE, 34 1/2 FEET NORTH OF THE CENTER AG6113'LINE OF THE DRIVE, ABOUT LEVEL WITH THE DRIVE AND IN THE TOP OF THE AG6113'WEST CORNER OF A 10-BY-14-FOOT CONCRETE BASE FOR A SIGNAL AND IS AG6113'ABOUT 6 FEET IN THE GROUND. AG6113 AG6113 STATION RECOVERY (1975) AG6113 AG6113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 AG6113'RECOVERED IN GOOD CONDITION. AG6113 AG6113 STATION RECOVERY (1982) AG6113 AG6113'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG6113'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AG6113'CHANGE AN ACCESS ROAD TO SOUTH SHORE ROAD. AG6113 AG6113 STATION RECOVERY (1990) AG6113 AG6113'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM) AG6113'RECOVERED IN GOOD CONDITION. AG6113 AG6113 STATION RECOVERY (1999) AG6113 AG6113'RECOVERY NOTE BY US POWER SQUADRON 1999 AG6113'RECOVERED IN GOOD CONDITION. AG6113 AG6113 STATION RECOVERY (2003) AG6113 AG6113'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG6113'MARK FOUND POOR. THE MARK IS PAINTED OVER WITH GRAY PAINT WHICH MAKES AG6113'THE NUMBERS HARD TO READ. THERE IS NO FENCE AT THE SOUTH END OF THE AG6113'FLIGHT LINE. THE ACCESS ROAD LEADING WEST IN THE 1966 DESCRIPTION IS AG6113'SOUTH SHORE ROAD. THE DRIVE REFERENCED IS AGGIE LANE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG6026 *********************************************************************** AG6026 TIDAL BM - This is a Tidal Bench Mark. AG6026 DESIGNATION - KNIGHT RM 2 AG6026 PID - AG6026 AG6026 STATE/COUNTY- FL/HILLSBOROUGH AG6026 USGS QUAD - TAMPA (1995) AG6026 AG6026 *CURRENT SURVEY CONTROL AG6026 ___________________________________________________________________ AG6026* NAD 83(1986)- 27 54 43. (N) 082 26 54. (W) SCALED AG6026* NAVD 88 - 1.562 (meters) 5.12 (feet) ADJUSTED AG6026 ___________________________________________________________________ AG6026 GEOID HEIGHT- -24.87 (meters) GEOID99 AG6026 DYNAMIC HT - 1.559 (meters) 5.11 (feet) COMP AG6026 MODELED GRAV- 979,183.2 (mgal) NAVD 88 AG6026 AG6026 VERT ORDER - FIRST CLASS I AG6026 AG6026.This mark is at Peter O'knight Airport (TPF) AG6026 AG6026.The horizontal coordinates were scaled from a topographic map and have AG6026.an estimated accuracy of +/- 6 seconds. AG6026 AG6026.The orthometric height was determined by differential leveling AG6026.and adjusted by the National Geodetic Survey in June 1991. AG6026 AG6026.This Tidal Bench Mark is designated as VM 6802 AG6026.by the Center for Operational Oceanographic Products and Services. AG6026 AG6026.The geoid height was determined by GEOID99. AG6026 AG6026.The dynamic height is computed by dividing the NAVD 88 AG6026.geopotential number by the normal gravity value computed on the AG6026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6026.degrees latitude (g = 980.6199 gals.). AG6026 AG6026.The modeled gravity was interpolated from observed gravity values. AG6026 AG6026; North East Units Estimated Accuracy AG6026;SPC FL W - 396,530. 155,870. MT (+/- 180 meters Scaled) AG6026 AG6026 SUPERSEDED SURVEY CONTROL AG6026 AG6026 NGVD 29 (??/??/92) 1.823 (m) 5.98 (f) ADJ UNCH 1 1 AG6026 AG6026.Superseded values are not recommended for survey control. AG6026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6026.See file dsdata.txt to determine how the superseded data were derived. AG6026 AG6026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL574882(NAD 83) AG6026_MARKER: DR = REFERENCE MARK DISK AG6026_SETTING: 30 = CONCRETE SEAWALL AG6026_STAMPING: KNIGHT NO 2 AG6026_MARK LOGO: CGS AG6026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG6026 AG6026 HISTORY - Date Condition Report By AG6026 HISTORY - 1946 MONUMENTED CGS AG6026 HISTORY - 1966 GOOD NGS AG6026 HISTORY - 1982 GOOD FLDNR AG6026 HISTORY - 20030920 GOOD USPSQD AG6026 AG6026 STATION DESCRIPTION AG6026 AG6026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG6026'AT TAMPA. AG6026'AT TAMPA, ON DAVIS ISLAND AT THE PETER O. KNIGHT AIRPORT, ABOUT AG6026'125 YARDS SOUTHEAST OF THE ADMINISTRATION BUILDING, 25 FEET SOUTH AG6026'OF THE CENTER LINE OF A BLACK TOPPED ROAD ALONG THE SOUTH END AG6026'OF THE AIRPORT, ABOUT 42 FEET WEST OF THE EXTENDED EAST WALL OF A AG6026'LARGE BRICK HANGAR, ABOUT LEVEL WITH THE ROAD AND SET IN THE AG6026'TOP OF A CONCRETE SEA WALL. TIDAL STA 3-44 AG6026 AG6026 STATION RECOVERY (1982) AG6026 AG6026'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG6026'RECOVERED IN GOOD CONDITION. AG6026 AG6026 STATION RECOVERY (2003) AG6026 AG6026'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG6026'FOUND IN GOOD CONDITION. THE ADMINISTRATION BUILDING IN 1966 AG6026'DESCRIPTION NO LONGER EXISTS. A CONCRETE BLOCK MAINTENANCE BUILDING AG6026'HAS BEEN BUILT ON THE SITE, THEREFORE THE MARK DISTANCE OF 71 FEET AG6026'FROM THE ADMIN BLDG IS NO LONGER VALID. MARK IS 154 FEET SOUTH OF A 75 AG6026'FOOT RED AND WHITE BEACON AND 25.7 FEET SOUTH OF THE CENTERLINE OF THE AG6026'BLACK TOPPED ROAD WHICH IS SEVERN AVENUE,SET IN CONCRETE SEA WALL. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG6106 *********************************************************************** AG6106 DESIGNATION - L 262 AG6106 PID - AG6106 AG6106 STATE/COUNTY- FL/HILLSBOROUGH AG6106 USGS QUAD - GIBSONTON (1987) AG6106 AG6106 *CURRENT SURVEY CONTROL AG6106 ___________________________________________________________________ AG6106* NAD 83(1986)- 27 51 50. (N) 082 29 34. (W) SCALED AG6106* NAVD 88 - 2.045 (meters) 6.71 (feet) ADJUSTED AG6106 ___________________________________________________________________ AG6106 GEOID HEIGHT- -24.76 (meters) GEOID99 AG6106 DYNAMIC HT - 2.042 (meters) 6.70 (feet) COMP AG6106 MODELED GRAV- 979,178.6 (mgal) NAVD 88 AG6106 AG6106 VERT ORDER - FIRST CLASS I AG6106 AG6106.This mark is at Mac Dill Afb Airport (MCF) AG6106 AG6106.The horizontal coordinates were scaled from a topographic map and have AG6106.an estimated accuracy of +/- 6 seconds. AG6106 AG6106.The orthometric height was determined by differential leveling AG6106.and adjusted by the National Geodetic Survey in June 1991. AG6106 AG6106.The geoid height was determined by GEOID99. AG6106 AG6106.The dynamic height is computed by dividing the NAVD 88 AG6106.geopotential number by the normal gravity value computed on the AG6106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6106.degrees latitude (g = 980.6199 gals.). AG6106 AG6106.The modeled gravity was interpolated from observed gravity values. AG6106 AG6106; North East Units Estimated Accuracy AG6106;SPC FL W - 391,220. 151,470. MT (+/- 180 meters Scaled) AG6106 AG6106 SUPERSEDED SURVEY CONTROL AG6106 AG6106 NGVD 29 (??/??/92) 2.311 (m) 7.58 (f) ADJ UNCH 1 1 AG6106 AG6106.Superseded values are not recommended for survey control. AG6106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6106.See file dsdata.txt to determine how the superseded data were derived. AG6106 AG6106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL530830(NAD 83) AG6106_MARKER: DB = BENCH MARK DISK AG6106_SETTING: 30 = CULVERT AG6106_STAMPING: L 262 1966 AG6106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG6106 AG6106 HISTORY - Date Condition Report By AG6106 HISTORY - 1966 MONUMENTED CGS AG6106 HISTORY - 1990 GOOD USPSQD AG6106 HISTORY - 19990321 GOOD USPSQD AG6106 HISTORY - 20030923 GOOD USPSQD AG6106 AG6106 STATION DESCRIPTION AG6106 AG6106'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 AG6106'AT MAC DILL AFB. AG6106'AT MAC DILL AIR FORCE BASE, ABOUT 125 YARDS SOUTHEAST OF THE AG6106'MAC DILL AVENUE ENTRANCE, ABOUT 105 YARDS EAST OF THE INTERSECTION AG6106'OF INNER BAY LOOP AND MAC DILL AVENUE, 57.0 FEET SOUTH OF THE AG6106'CENTER LINE OF INNER BAY LOOP, IN THE TOP OF THE WEST END OF THE AG6106'SOUTH CONCRETE HEAD WALL FOR A 6-FOOT BOX CULVERT UNDER A AG6106'RAILROAD TRACK, 9.4 FEET SOUTH OF THE SOUTH RAIL, 4.6 FEET AG6106'EAST OF THE WEST END OF THE HEAD WALL, AND ABOUT 1 1/2 FEET AG6106'BELOW THE LEVEL OF THE TRACK. AG6106 AG6106 STATION RECOVERY (1990) AG6106 AG6106'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM) AG6106'RECOVERED IN GOOD CONDITION. AG6106 AG6106 STATION RECOVERY (1999) AG6106 AG6106'RECOVERY NOTE BY US POWER SQUADRON 1999 AG6106'RECOVERED IN GOOD CONDITION. AG6106 AG6106 STATION RECOVERY (2003) AG6106 AG6106'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG6106'MARK FOUND GOOD. THE RAILROAD TRACK NO LONGER EXISTS. INNER BAY LOOP AG6106'IS NOW N. BOUNDARY ROAD. THE MARK IS 54 FEET SOUTH OF THE CENTERLINE AG6106'OF THE EAST-BOUND LANES OF N. BOUNDARY ROAD. THE MARK HAS BEEN PAINTED AG6106'GRAY, SAME AS THE HEADWALL. REMAINDER OF THE 1966 DESCRIPTION IS AG6106'ACCURATE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG6053 *********************************************************************** AG6053 TIDAL BM - This is a Tidal Bench Mark. AG6053 DESIGNATION - M 256 AG6053 PID - AG6053 AG6053 STATE/COUNTY- FL/HILLSBOROUGH AG6053 USGS QUAD - TAMPA (1995) AG6053 AG6053 *CURRENT SURVEY CONTROL AG6053 ___________________________________________________________________ AG6053* NAD 83(1986)- 27 57 08. (N) 082 24 08. (W) SCALED AG6053* NAVD 88 - 1.841 (meters) 6.04 (feet) ADJUSTED AG6053 ___________________________________________________________________ AG6053 GEOID HEIGHT- -24.98 (meters) GEOID99 AG6053 DYNAMIC HT - 1.838 (meters) 6.03 (feet) COMP AG6053 MODELED GRAV- 979,186.9 (mgal) NAVD 88 AG6053 AG6053 VERT ORDER - FIRST CLASS II AG6053 AG6053.The horizontal coordinates were scaled from a topographic map and have AG6053.an estimated accuracy of +/- 6 seconds. AG6053 AG6053.The orthometric height was determined by differential leveling AG6053.and adjusted by the National Geodetic Survey in June 1991. AG6053.WARNING-Repeat measurements at this control monument indicate possible AG6053.vertical movement. AG6053 AG6053.This Tidal Bench Mark is designated as VM 7520 AG6053.by the Center for Operational Oceanographic Products and Services. AG6053 AG6053.The geoid height was determined by GEOID99. AG6053 AG6053.The dynamic height is computed by dividing the NAVD 88 AG6053.geopotential number by the normal gravity value computed on the AG6053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6053.degrees latitude (g = 980.6199 gals.). AG6053 AG6053.The modeled gravity was interpolated from observed gravity values. AG6053 AG6053; North East Units Estimated Accuracy AG6053;SPC FL W - 400,980. 160,420. MT (+/- 180 meters Scaled) AG6053 AG6053 SUPERSEDED SURVEY CONTROL AG6053 AG6053 NGVD 29 (09/01/92) 2.190 (m) 7.18 (f) ADJUSTED 1 2 AG6053 AG6053.Superseded values are not recommended for survey control. AG6053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6053.See file dsdata.txt to determine how the superseded data were derived. AG6053 AG6053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL620927(NAD 83) AG6053_MARKER: DB = BENCH MARK DISK AG6053_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AG6053_STAMPING: M 256 1965 AG6053_MARK LOGO: CGS AG6053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG6053 AG6053 HISTORY - Date Condition Report By AG6053 HISTORY - 1965 MONUMENTED CGS AG6053 HISTORY - 1966 GOOD NGS AG6053 HISTORY - 1978 GOOD NGS AG6053 HISTORY - 1982 GOOD FLDNR AG6053 HISTORY - 20030927 MARK NOT FOUND USPSQD AG6053 AG6053 STATION DESCRIPTION AG6053 AG6053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG6053'AT TAMPA. AG6053'AT TAMPA, NEAR THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE AG6053'HIGHWAY 60, ALONG THE WEST EDGE OF PROPERTY PRESENTLY OWNED BY AG6053'A STANDARD OIL SERVICE STATION, 330 FEET WEST OF THE CENTER AG6053'LINE OF THE SOUTH-BOUND LANE OF U.S. HIGHWAY 41, 110 FEET NORTH AG6053'OF THE CENTER LINE OF THE WEST-BOUND LANE OF STATE HIGHWAY 60, AG6053'0.8 FOOT EAST OF THE STEEL FENCE ALONG THE WEST EDGE OF THE AG6053'PROPERTY, 1.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL AG6053'WITH STATE HIGHWAY 60 AND IS A DISK ON A COPPER COATED STEEL AG6053'ROD PROJECTING 0.3 FOOT AND PROTECTED BY A 6-INCH IRON PIPE AG6053'PROJECTING 0.5 FOOT. THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH AG6053'OF 25.0 FEET. AG6053 AG6053 STATION RECOVERY (1978) AG6053 AG6053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AG6053'RECOVERED IN GOOD CONDITION. AG6053 AG6053 STATION RECOVERY (1982) AG6053 AG6053'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG6053'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT THAT AG6053'THE MARK IS BENT ON THE EDGES BUT STABLE AND UNDAMAGED IN THE CENTER. AG6053 AG6053 STATION RECOVERY (2003) AG6053 AG6053'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG6053'MARK NOT FOUND. SITE LOCATED. THE STANDARD OIL SERVICE STATION NO AG6053'LONGER EXISTS AT THE SITE. THE PROPERTY HAS BEEN RECONSTRUCTED AND THE AG6053'SITE IS NOW T.A. MAHONEY CO., INC., A MARINE HARDWARE STORE. U.S. HWY AG6053'41 AND STATE ROAD 60 HAVE BOTH BEEN RECONSTRUCTED INTO WIDER AG6053'MULTI-LANE ROADS. NO WITNESS POST EXISTS. IT APPEARS THE MARK WAS LOST AG6053'DURING CONSTRUCTION OF THE PROPERTY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AA4502 *********************************************************************** AA4502 DESIGNATION - MACDILL AA4502 PID - AA4502 AA4502 STATE/COUNTY- FL/HILLSBOROUGH AA4502 USGS QUAD - GIBSONTON (1987) AA4502 AA4502 *CURRENT SURVEY CONTROL AA4502 ___________________________________________________________________ AA4502* NAD 83(1999)- 27 51 01.75401(N) 082 29 34.96399(W) ADJUSTED AA4502* NAVD 88 - 2.3 (meters) 8. (feet) VERTCON AA4502 ___________________________________________________________________ AA4502 X - 737,298.382 (meters) COMP AA4502 Y - -5,595,089.295 (meters) COMP AA4502 Z - 2,961,855.227 (meters) COMP AA4502 LAPLACE CORR- -1.65 (seconds) DEFLEC99 AA4502 ELLIP HEIGHT- -22.66 (meters) (06/19/01) GPS OBS AA4502 GEOID HEIGHT- -24.74 (meters) GEOID99 AA4502 AA4502 HORZ ORDER - FIRST AA4502 ELLP ORDER - FOURTH CLASS I AA4502 AA4502.This mark is at Mac Dill Afb Airport (MCF) AA4502 AA4502.The horizontal coordinates were established by GPS observations AA4502.and adjusted by the National Geodetic Survey in June 2001. AA4502 AA4502.The NAVD 88 height was computed by applying the VERTCON shift value to AA4502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4502 AA4502.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA4502 AA4502.The Laplace correction was computed from DEFLEC99 derived deflections. AA4502 AA4502.The ellipsoidal height was determined by GPS observations AA4502.and is referenced to NAD 83. AA4502 AA4502.The geoid height was determined by GEOID99. AA4502 AA4502; North East Units Scale Converg. AA4502;SPC FL W - 389,738.829 151,438.863 MT 0.99997027 -0 13 49.2 AA4502;UTM 17 - 3,081,535.221 352,988.431 MT 0.99986676 -0 41 51.5 AA4502 AA4502|---------------------------------------------------------------------| AA4502| PID Reference Object Distance Geod. Az | AA4502| dddmmss.s | AA4502| AA4503 MACDILL PK NAIL 164.404 METERS 16351 | AA4502|---------------------------------------------------------------------| AA4502 AA4502 SUPERSEDED SURVEY CONTROL AA4502 AA4502 NAD 83(1990)- 27 51 01.75264(N) 082 29 34.96335(W) AD( ) 1 AA4502 ELLIP H (02/22/95) -22.57 (m) GP( ) 4 2 AA4502 NGVD 29 (02/22/95) 2.5 (m) 8. (f) GPS OBS AA4502 AA4502.Superseded values are not recommended for survey control. AA4502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4502.See file dsdata.txt to determine how the superseded data were derived. AA4502 AA4502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5298881535(NAD 83) AA4502_MARKER: DD = SURVEY DISK AA4502_SETTING: 31 = SET IN CONCRETE PAVEMENT AA4502_STAMPING: MACDILL 1993 AA4502_MARK LOGO: NOS AA4502_MAGNETIC: N = NO MAGNETIC MATERIAL AA4502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AA4502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA4502+SATELLITE: SATELLITE OBSERVATIONS - 1993 AA4502 AA4502 HISTORY - Date Condition Report By AA4502 HISTORY - 1993 MONUMENTED NOS AA4502 HISTORY - 20030921 MARK NOT FOUND USPSQD AA4502 AA4502 STATION DESCRIPTION AA4502 AA4502'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (ALG) AA4502'THE STATION IS LOCATED ON MACDILL AIR FORCE BASE AT THE NOAA AIRCRAFT AA4502'OPERATIONS CENTER HANGER (HANGER 5). TO REACH THE STATION FROM THE AA4502'MACDILL AFB MAIN GATE (ON DALE MABRY HIGHWAY) PROCEED ALONG HIGHWAY TO AA4502'HANGER LOOP DRIVE. PROCEED ALONG HANGER LOOP DRIVE TO HERON PLACE. AA4502'TURN RIGHT ON HERON PLACE TO STATION ON THE RIGHT. THE STATION IS AA4502'JUST EAST OF HANGER 5. THE STATION IS A STANDARD NOS DISK STAMPED AA4502'--MACDILL 1993--- SET IN AN OLD LIGHT BASE. THE STATION IS 43.9 FT AA4502'(13.4 M) WNW OF THE CENTERLINE OF HERON PLACE, 30.75 FT (9.37 M) SW AA4502'OF CURB OF PARKING LOT FOR HANGER 4, 64.1 FT (19.5 M) EAST OF EAST AA4502'CORNER OF A STORAGE SHED, AND 72.6 FT (22.1 M) NE OF EDGE OF RAMP. AA4502 AA4502 STATION RECOVERY (2003) AA4502 AA4502'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AA4502'MARK NOT FOUND. MARK SEARCHED FOR AT LENGTH. IT WAS DETERMINED THAT AA4502'THE SITE IS WITHIN A RESTRICTED AREA WHICH WAS NOT ACCESSIBLE WITHOUT AA4502'AN ESCORT BY MILITARY OFFICIALS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG1312 *********************************************************************** AG1312 DESIGNATION - MACDILL AFB CHECKERED TANK AG1312 PID - AG1312 AG1312 STATE/COUNTY- FL/HILLSBOROUGH AG1312 USGS QUAD - GIBSONTON (1987) AG1312 AG1312 *CURRENT SURVEY CONTROL AG1312 ___________________________________________________________________ AG1312* NAD 83(1990)- 27 51 11.22953(N) 082 29 32.60906(W) ADJUSTED AG1312* NAVD 88 - AG1312 ___________________________________________________________________ AG1312 LAPLACE CORR- -1.65 (seconds) DEFLEC99 AG1312 GEOID HEIGHT- -24.75 (meters) GEOID99 AG1312 AG1312 HORZ ORDER - THIRD AG1312 AG1312.This mark is at Mac Dill Afb Airport (MCF) AG1312 AG1312.The horizontal coordinates were established by classical geodetic methods AG1312.and adjusted by the National Geodetic Survey in May 1991. AG1312 AG1312 AG1312.The Laplace correction was computed from DEFLEC99 derived deflections. AG1312 AG1312.The geoid height was determined by GEOID99. AG1312 AG1312; North East Units Scale Converg. AG1312;SPC FL W - 390,030.239 151,504.463 MT 0.99997019 -0 13 48.2 AG1312;UTM 17 - 3,081,826.057 353,056.399 MT 0.99986652 -0 41 50.6 AG1312 AG1312 SUPERSEDED SURVEY CONTROL AG1312 AG1312 NAD 83(1986)- 27 51 11.23351(N) 082 29 32.62064(W) AD( ) 4 AG1312 NAD 27 - 27 51 10.14972(N) 082 29 33.28543(W) AD( ) 3 AG1312 AG1312.Superseded values are not recommended for survey control. AG1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1312.See file dsdata.txt to determine how the superseded data were derived. AG1312 AG1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5305681826(NAD 83) AG1312_MARKER: 51 = TANK AG1312 AG1312 HISTORY - Date Condition Report By AG1312 HISTORY - 1946 FIRST OBSERVED CGS AG1312 HISTORY - 1956 GOOD CGS AG1312 HISTORY - 1972 GOOD NGS AG1312 HISTORY - 1978 GOOD NGS AG1312 HISTORY - 19990307 GOOD USPSQD AG1312 HISTORY - 20030921 GOOD USPSQD AG1312 AG1312 STATION DESCRIPTION AG1312 AG1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (GEM) AG1312'STATION IS CENTER OF THE 1/2-MILLION GALLON DOUBLE ELLIPSOIDAL AG1312'WATER TANK, PAINTED YELLOW AND BLACK CHECKS, LOCATED NEAR THE AG1312'INTERSECTION OF EAGLE PLACE WITH HILLSBOROUGH LOOP AT AG1312'MAC DILL FIELD, INTERBAY PENINSULA. IT IS ABOUT 150 FEET HIGH, AG1312'51 FEET IN DIAMETER, AND IS LIGHTED WITH 3 OBSTRUCTION LIGHTS. AG1312 AG1312 STATION RECOVERY (1956) AG1312 AG1312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CTH) AG1312'STATION RECOVERED IN GOOD CONDITION. PRESENT DESCRIPTION IS AG1312'ADEQUATE. THE WATER TANK HAS BEEN REPAINTED WITH ORANGE AND AG1312'WHITE SQUARES. AG1312 AG1312 STATION RECOVERY (1972) AG1312 AG1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCL) AG1312'THE STATION IS THE BEACON LIGHT ATOP AND CENTER OF A WATER AG1312'TANK ON MAC DILL AIR FORCE BASE. THE TANK HAS A CYLINDRICAL AG1312'BODY WITH A DOME SHAPED TOP AND HEMISPHERICAL BOTTOM, AG1312'SUPPORTED BY 8 STEEL TRUSS-WORK LEGS. IT IS PAINTED RED AND AG1312'WHITE CHECKERED AND APPROXIMATELY 130 FEET HIGH. AG1312' AG1312'LOCATED ON MAC DILL AIR FORCE BASE, AT THE REAR OF BUILDING AG1312'NO. 172. AG1312 AG1312 STATION RECOVERY (1978) AG1312 AG1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN) AG1312'STATION WAS RECOVERED IN GOOD CONDITION. THE TANK IS THE SAME AS AG1312'THAT ORIGINALLY POSITIONED. AG1312' AG1312'IT IS LOCATED NEAR THE INTERSECTION OF EAGLE PLACE WITH AG1312'HILLSBOROUGH LOOP AT MACDILL FIELD. THE TANK IS SUPPORTED BY 8 LEGGS AG1312'HAS A ROTATING BEACON LIGHT ON TOP OF THE TANK, IS PAINTED RED AND AG1312'WHITE AND IS ABOUT 150 FEET HIGH. AG1312 AG1312 STATION RECOVERY (1999) AG1312 AG1312'RECOVERY NOTE BY US POWER SQUADRON 1999 AG1312'RECOVERED IN GOOD CONDITION. AG1312 AG1312 STATION RECOVERY (2003) AG1312 AG1312'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG1312'MARK FOUND GOOD. THE TANK IS NOT RED AND WHITE. IT HAS MEDIUM BROWN AG1312'LEGS AND THE TANK IS BEIGE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG1321 *********************************************************************** AG1321 DESIGNATION - MACDILL AFB HOSP WATER TANK AG1321 PID - AG1321 AG1321 STATE/COUNTY- FL/HILLSBOROUGH AG1321 USGS QUAD - GIBSONTON (1987) AG1321 AG1321 *CURRENT SURVEY CONTROL AG1321 ___________________________________________________________________ AG1321* NAD 83(1990)- 27 50 32.48856(N) 082 28 22.49720(W) ADJUSTED AG1321* NAVD 88 - AG1321 ___________________________________________________________________ AG1321 LAPLACE CORR- -1.65 (seconds) DEFLEC99 AG1321 GEOID HEIGHT- -24.76 (meters) GEOID99 AG1321 AG1321 HORZ ORDER - THIRD AG1321 AG1321.This mark is at Mac Dill Afb Airport (MCF) AG1321 AG1321.The horizontal coordinates were established by classical geodetic methods AG1321.and adjusted by the National Geodetic Survey in May 1991. AG1321 AG1321 AG1321.The Laplace correction was computed from DEFLEC99 derived deflections. AG1321 AG1321.The geoid height was determined by GEOID99. AG1321 AG1321; North East Units Scale Converg. AG1321;SPC FL W - 388,830.193 153,418.030 MT 0.99996795 -0 13 15.1 AG1321;UTM 17 - 3,080,610.574 354,959.914 MT 0.99985966 -0 41 16.9 AG1321 AG1321 SUPERSEDED SURVEY CONTROL AG1321 AG1321 NAD 83(1986)- 27 50 32.49296(N) 082 28 22.50922(W) AD( ) 4 AG1321 NAD 27 - 27 50 31.40424(N) 082 28 23.17222(W) AD( ) 3 AG1321 AG1321.Superseded values are not recommended for survey control. AG1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1321.See file dsdata.txt to determine how the superseded data were derived. AG1321 AG1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5496080611(NAD 83) AG1321_MARKER: 53 = ELEVATED TANK AG1321_SETTING: 0 = UNSPECIFIED SETTING AG1321 AG1321 HISTORY - Date Condition Report By AG1321 HISTORY - 1955 FIRST OBSERVED CGS AG1321 HISTORY - 1972 GOOD NGS AG1321 HISTORY - 1979 GOOD NGS AG1321 HISTORY - 1983 GOOD DMA AG1321 HISTORY - 19990307 GOOD USPSQD AG1321 HISTORY - 20030921 GOOD USPSQD AG1321 AG1321 STATION DESCRIPTION AG1321 AG1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (IRR) AG1321'LOCATED ON MAC DILL AIR FORCE BASE, SOUTHWEST OF NEW AG1321'HOSPITAL. ABOUT 270 FEET SOUTHWEST OF BOILER HOUSE FOR THE AG1321'HOSPITAL. THE TANK IS AN ELEVATED STEEL WATER TANK 137 FEET AG1321'ABOVE GROUND AND IS TO BE PAINTED WITH ORANGE AND WHITE CHECKS. AG1321 AG1321 STATION RECOVERY (1972) AG1321 AG1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCL) AG1321'THE STATION IS THE APEX OF VENT ATOP AND CENTER OF A WATER AG1321'TANK THAT HAS A CYLINDRICAL BODY WITH A DOME SHAPED TOP AND AG1321'HEMISPHERICAL BOTTOM, SUPPORTED BY 6 TUBULAR LEGS. IT IS AG1321'PAINTED RED AND WHITE CHECKERED AND APPROXIMATELY 120 FEET AG1321'HIGH. THE TANK SERVES THE MAC DILL AIR FORCE BASE. AG1321' AG1321'LOCATED ON MAC DILL AIR FORCE BASE, ABOUT 100 YARDS SOUTHWEST AG1321'OF THE SOUTHWEST CORNER OF THE BASE HOSPITAL. AG1321 AG1321 STATION RECOVERY (1979) AG1321 AG1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN) AG1321'STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION AND AG1321'FOUND IN GOOD CONDITION. AG1321 AG1321 STATION RECOVERY (1983) AG1321 AG1321'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983 (BH) AG1321'NOW TANK IS PAINTED LIGHT BLUE. AG1321 AG1321 STATION RECOVERY (1999) AG1321 AG1321'RECOVERY NOTE BY US POWER SQUADRON 1999 AG1321'RECOVERED IN GOOD CONDITION. AG1321 AG1321 STATION RECOVERY (2003) AG1321 AG1321'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG1321'MARK FOUND GOOD. THE TANK NOW HAS MEDIUM BROWN LEGS. THE BOWL OF THE AG1321'TANK IS BEIGE WITH A WIDE BAND OF MEDIUM BROWN AND A NARROW BAND OF AG1321'MEDIUM BROWN ABOVE THE WIDE BAND. THE TWO BANDS ARE SEPARATED BY AG1321'BEIGE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG1308 *********************************************************************** AG1308 DESIGNATION - MACDILL FIELD FLAGPOLE AG1308 PID - AG1308 AG1308 STATE/COUNTY- FL/HILLSBOROUGH AG1308 USGS QUAD - GIBSONTON (1987) AG1308 AG1308 *CURRENT SURVEY CONTROL AG1308 ___________________________________________________________________ AG1308* NAD 83(1990)- 27 51 17.88212(N) 082 29 13.40053(W) ADJUSTED AG1308* NAVD 88 - AG1308 ___________________________________________________________________ AG1308 LAPLACE CORR- -1.67 (seconds) DEFLEC99 AG1308 GEOID HEIGHT- -24.75 (meters) GEOID99 AG1308 AG1308 HORZ ORDER - THIRD AG1308 AG1308.This mark is at Mac Dill Afb Airport (MCF) AG1308 AG1308.The horizontal coordinates were established by classical geodetic methods AG1308.and adjusted by the National Geodetic Survey in May 1991. AG1308 AG1308 AG1308.The Laplace correction was computed from DEFLEC99 derived deflections. AG1308 AG1308.The geoid height was determined by GEOID99. AG1308 AG1308; North East Units Scale Converg. AG1308;SPC FL W - 390,232.916 152,030.796 MT 0.99996957 -0 13 39.3 AG1308;UTM 17 - 3,082,024.413 353,584.312 MT 0.99986460 -0 41 41.7 AG1308 AG1308 SUPERSEDED SURVEY CONTROL AG1308 AG1308 NAD 83(1986)- 27 51 17.88619(N) 082 29 13.41191(W) AD( ) 4 AG1308 NAD 27 - 27 51 16.80200(N) 082 29 14.07700(W) AD( ) 3 AG1308 AG1308.Superseded values are not recommended for survey control. AG1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1308.See file dsdata.txt to determine how the superseded data were derived. AG1308 AG1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5358482024(NAD 83) AG1308_MARKER: 62 = FLAGPOLE AG1308 AG1308 HISTORY - Date Condition Report By AG1308 HISTORY - 1946 FIRST OBSERVED CGS AG1308 HISTORY - 1957 GOOD CGS AG1308 HISTORY - 19990307 GOOD USPSQD AG1308 HISTORY - 20030921 GOOD USPSQD AG1308 AG1308 STATION DESCRIPTION AG1308 AG1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (GEM) AG1308'STATION IS A 90-FOOT STEEL FLAGPOLE PAINTED ALUMINUM AND AG1308'LIGHTED WITH A SINGLE OBSTRUCTION LIGHT. IT IS SET IN A AG1308'CONCRETE BASE AT THE INTERSECTION OF TAMPA BOULEVARD WITH TAMPA AG1308'BOULEVARD WEST AND TAMPA BOULEVARD EAST AT MAC DILL FIELD AG1308'INTERBAY PENINSULA. THE BASE OF THE FLAGPOLE IS AT ELEVATION AG1308'OF 10 FEET. AG1308 AG1308 STATION RECOVERY (1957) AG1308 AG1308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JEW) AG1308'STATION RECOVERED IN GOOD CONDITION. THE 1946 DESCRIPTION IS AG1308'ADEQUATE. AG1308 AG1308 STATION RECOVERY (1999) AG1308 AG1308'RECOVERY NOTE BY US POWER SQUADRON 1999 AG1308'RECOVERED IN GOOD CONDITION. AG1308 AG1308 STATION RECOVERY (2003) AG1308 AG1308'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG1308'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7502 *********************************************************************** AG7502 TIDAL BM - This is a Tidal Bench Mark. AG7502 DESIGNATION - MCKAY 1 USE AG7502 PID - AG7502 AG7502 STATE/COUNTY- FL/HILLSBOROUGH AG7502 USGS QUAD - TAMPA (1995) AG7502 AG7502 *CURRENT SURVEY CONTROL AG7502 ___________________________________________________________________ AG7502* NAD 83(1986)- 27 56 00. (N) 082 25 52. (W) SCALED AG7502* NAVD 88 - 14.170 (meters) 46.49 (feet) ADJUSTED AG7502 ___________________________________________________________________ AG7502 GEOID HEIGHT- -24.91 (meters) GEOID99 AG7502 DYNAMIC HT - 14.149 (meters) 46.42 (feet) COMP AG7502 MODELED GRAV- 979,185.4 (mgal) NAVD 88 AG7502 AG7502 VERT ORDER - SECOND CLASS I AG7502 AG7502.The horizontal coordinates were scaled from a topographic map and have AG7502.an estimated accuracy of +/- 6 seconds. AG7502 AG7502.The orthometric height was determined by differential leveling AG7502.and adjusted by the National Geodetic Survey in June 1991. AG7502 AG7502.This Tidal Bench Mark is designated as VM 7498 AG7502.by the Center for Operational Oceanographic Products and Services. AG7502 AG7502.The geoid height was determined by GEOID99. AG7502 AG7502.The dynamic height is computed by dividing the NAVD 88 AG7502.geopotential number by the normal gravity value computed on the AG7502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7502.degrees latitude (g = 980.6199 gals.). AG7502 AG7502.The modeled gravity was interpolated from observed gravity values. AG7502 AG7502; North East Units Estimated Accuracy AG7502;SPC FL W - 398,900. 157,570. MT (+/- 180 meters Scaled) AG7502 AG7502 SUPERSEDED SURVEY CONTROL AG7502 AG7502.No superseded survey control is available for this station. AG7502 AG7502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL591906(NAD 83) AG7502_MARKER: DE = TRAVERSE STATION DISK AG7502_SETTING: 31 = BRIDGE SIDEWALK AG7502_STAMPING: MCKAY-1 1981 AG7502_MARK LOGO: USE AG7502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7502 AG7502 HISTORY - Date Condition Report By AG7502 HISTORY - 1981 MONUMENTED USE AG7502 HISTORY - 1982 GOOD FLDNR AG7502 HISTORY - 20030927 GOOD USPSQD AG7502 AG7502 STATION DESCRIPTION AG7502 AG7502'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7502'IN TAMPA. AG7502'THE MARK IS IN TAMPA, NEAR THE MIDDLE OF THE 22ND STREET CAUSEWAY AG7502'BRIDGE (U.S. BUSINESS 41) OVER MCKAY BAY. THE MARK IS SET IN THE AG7502'SIDEWALK OF THE NORTHBOUND BRIDGE, 21.2 FEET SOUTHWEST OF THE AG7502'NORTHBOUND LANE, 2.1 FEET NORTHEAST OF THE SIDE OF THE CONCRETE AG7502'RAIL, 50.7 FEET SOUTHEAST OF THE CENTER OF A LADDER GOING DOWN, AG7502'10.5 FEET NORTHWEST OF THE CENTER OF THE CHANNEL UNDERNEATH THE AG7502'BRIDGE, 807 FEET SOUTHEAST OF THE NORTHWEST END OF THE BRIDGE, AND AG7502'823 FEET NORTHWEST OF THE SOUTHEAST END OF THE BRIDGE. AG7502'THE MARK IS 0.5 FT ABOVE ROAD. AG7502 AG7502 STATION RECOVERY (2003) AG7502 AG7502'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7502'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG6015 *********************************************************************** AG6015 TIDAL BM - This is a Tidal Bench Mark. AG6015 DESIGNATION - N 261 AG6015 PID - AG6015 AG6015 STATE/COUNTY- FL/HILLSBOROUGH AG6015 USGS QUAD - TAMPA (1995) AG6015 AG6015 *CURRENT SURVEY CONTROL AG6015 ___________________________________________________________________ AG6015* NAD 83(1986)- 27 56 19. (N) 082 27 41. (W) SCALED AG6015* NAVD 88 - 1.076 (meters) 3.53 (feet) ADJUSTED AG6015 ___________________________________________________________________ AG6015 GEOID HEIGHT- -24.88 (meters) GEOID99 AG6015 DYNAMIC HT - 1.075 (meters) 3.53 (feet) COMP AG6015 MODELED GRAV- 979,186.2 (mgal) NAVD 88 AG6015 AG6015 VERT ORDER - FIRST CLASS I AG6015 AG6015.The horizontal coordinates were scaled from a topographic map and have AG6015.an estimated accuracy of +/- 6 seconds. AG6015 AG6015.The orthometric height was determined by differential leveling AG6015.and adjusted by the National Geodetic Survey in June 1991. AG6015 AG6015.This Tidal Bench Mark is designated as VM 7515 AG6015.by the Center for Operational Oceanographic Products and Services. AG6015 AG6015.The geoid height was determined by GEOID99. AG6015 AG6015.The dynamic height is computed by dividing the NAVD 88 AG6015.geopotential number by the normal gravity value computed on the AG6015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6015.degrees latitude (g = 980.6199 gals.). AG6015 AG6015.The modeled gravity was interpolated from observed gravity values. AG6015 AG6015; North East Units Estimated Accuracy AG6015;SPC FL W - 399,490. 154,590. MT (+/- 180 meters Scaled) AG6015 AG6015 SUPERSEDED SURVEY CONTROL AG6015 AG6015 NGVD 29 (??/??/92) 1.337 (m) 4.39 (f) ADJ UNCH 1 1 AG6015 AG6015.Superseded values are not recommended for survey control. AG6015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6015.See file dsdata.txt to determine how the superseded data were derived. AG6015 AG6015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL562912(NAD 83) AG6015_MARKER: DB = BENCH MARK DISK AG6015_SETTING: 32 = SEAWALL AG6015_STAMPING: N 261 1966 AG6015_MARK LOGO: CGS AG6015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6015+STABILITY: SURFACE MOTION AG6015_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG6015+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1990 AG6015 AG6015 HISTORY - Date Condition Report By AG6015 HISTORY - 1966 MONUMENTED CGS AG6015 HISTORY - 1988 GOOD USPSQD AG6015 HISTORY - 19900630 GOOD FLDNR AG6015 HISTORY - 19970906 GOOD USPSQD AG6015 HISTORY - 20030920 GOOD USPSQD AG6015 AG6015 STATION DESCRIPTION AG6015 AG6015'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 AG6015'AT TAMPA. AG6015'AT TAMPA, NEAR THE JUNCTION OF BAYSHORE DRIVE AND DAVIS BOULEVARD, AG6015'AT THE NORTHWEST END OF THE DAVIS BOULEVARD BRIDGE OVER THE AG6015'UPPER PORTION OF HILLSBOROUGH BAY, 84.0 FEET SOUTHEAST OF THE AG6015'CENTER LINE OF BAY SHORE DRIVE, 42.5 FEET NORTHEAST OF THE AG6015'CENTER LINE OF DAVIS BOULEVARD, 39 1/2 FEET SOUTHWEST OF THE AG6015'SOUTHWEST EDGE OF A CONCRETE BOAT RAMP, 5.3 FEET NORTHEAST OF AG6015'OF THE NORTHEAST FACE OF THE BRIDGE, ABOUT 2 FEET BELOW THE AG6015'LEVEL OF DAVIS BOULEVARD AND SET IN THE TOP OF THE CONCRETE AG6015'SEA WALL. AG6015 AG6015 STATION RECOVERY (1988) AG6015 AG6015'RECOVERY NOTE BY US POWER SQUADRON 1988 (AMM) AG6015'RECOVERED IN GOOD CONDITION. AG6015 AG6015 STATION RECOVERY (1990) AG6015 AG6015'RECOVERY NOTE BY FL DEPT OF NAT RES 1990 AG6015'RECOVERED IN GOOD CONDITION. AG6015 AG6015 STATION RECOVERY (1997) AG6015 AG6015'RECOVERY NOTE BY US POWER SQUADRON 1997 AG6015'RECOVERED IN GOOD CONDITION. AG6015 AG6015 STATION RECOVERY (2003) AG6015 AG6015'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG6015'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7544 *********************************************************************** AG7544 TIDAL BM - This is a Tidal Bench Mark. AG7544 DESIGNATION - N C OF TAMPA AG7544 PID - AG7544 AG7544 STATE/COUNTY- FL/HILLSBOROUGH AG7544 USGS QUAD - TAMPA (1995) AG7544 AG7544 *CURRENT SURVEY CONTROL AG7544 ___________________________________________________________________ AG7544* NAD 83(1986)- 27 57 00. (N) 082 23 37. (W) SCALED AG7544* NAVD 88 - 3.495 (meters) 11.47 (feet) ADJUSTED AG7544 ___________________________________________________________________ AG7544 GEOID HEIGHT- -24.98 (meters) GEOID99 AG7544 DYNAMIC HT - 3.490 (meters) 11.45 (feet) COMP AG7544 MODELED GRAV- 979,186.5 (mgal) NAVD 88 AG7544 AG7544 VERT ORDER - SECOND CLASS I AG7544 AG7544.The horizontal coordinates were scaled from a topographic map and have AG7544.an estimated accuracy of +/- 6 seconds. AG7544 AG7544.The orthometric height was determined by differential leveling AG7544.and adjusted by the National Geodetic Survey in June 1991. AG7544 AG7544.This Tidal Bench Mark is designated as VM 7528 AG7544.by the Center for Operational Oceanographic Products and Services. AG7544 AG7544.The geoid height was determined by GEOID99. AG7544 AG7544.The dynamic height is computed by dividing the NAVD 88 AG7544.geopotential number by the normal gravity value computed on the AG7544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7544.degrees latitude (g = 980.6199 gals.). AG7544 AG7544.The modeled gravity was interpolated from observed gravity values. AG7544 AG7544; North East Units Estimated Accuracy AG7544;SPC FL W - 400,730. 161,270. MT (+/- 180 meters Scaled) AG7544 AG7544 SUPERSEDED SURVEY CONTROL AG7544 AG7544.No superseded survey control is available for this station. AG7544 AG7544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL629924(NAD 83) AG7544_MARKER: DD = SURVEY DISK AG7544_SETTING: 31 = BRIDGE SIDEWALK AG7544_STAMPING: N AG7544_MARK LOGO: CITY O AG7544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7544 AG7544 HISTORY - Date Condition Report By AG7544 HISTORY - UNK MONUMENTED LOCENG AG7544 HISTORY - 1982 GOOD FLDNR AG7544 HISTORY - 1990 GOOD USPSQD AG7544 HISTORY - 1990 GOOD USPSQD AG7544 HISTORY - 20030919 GOOD USPSQD AG7544 AG7544 STATION DESCRIPTION AG7544 AG7544'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7544'IN TAMPA. AG7544'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 60 AND U.S. HIGHWAY 41, AG7544'GO 1.0 MILE EAST ON HIGHWAY 60 TO THE JUNCTION OF MAYDELL ROAD, GO AG7544'0.25 MILE SOUTH ON MAYDELL ROAD TO THE BRIDGE OVER PALM RIVER AND AG7544'THE MARK. THE MARK BEARS 2 FEET NORTH OF THE NORTHWEST CORNER OF AG7544'THE BRIDGE, 13 FEET WEST OF THE CENTERLINE OF MAYDELL ROAD, AND 3 AG7544'FEET EAST OF THE INSIDE EDGE OF THE BRIDGE RAIL. THE MARK WAS AG7544'STAMPED BY FLDNR. A CITY OF TAMPA DISK. AG7544 AG7544 STATION RECOVERY (1990) AG7544 AG7544'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAS) AG7544'RECOVERED IN GOOD CONDITION. AG7544 AG7544 STATION RECOVERY (1990) AG7544 AG7544'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT) AG7544'RECOVERED IN GOOD CONDITION. AG7544 AG7544 STATION RECOVERY (2003) AG7544 AG7544'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7544'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG5354 *********************************************************************** AG5354 DESIGNATION - P 262 AG5354 PID - AG5354 AG5354 STATE/COUNTY- FL/HILLSBOROUGH AG5354 USGS QUAD - GANDY BRIDGE (1987) AG5354 AG5354 *CURRENT SURVEY CONTROL AG5354 ___________________________________________________________________ AG5354* NAD 83(1986)- 27 53 36. (N) 082 31 27. (W) SCALED AG5354* NAVD 88 - 2.651 (meters) 8.70 (feet) ADJUSTED AG5354 ___________________________________________________________________ AG5354 GEOID HEIGHT- -24.75 (meters) GEOID99 AG5354 DYNAMIC HT - 2.647 (meters) 8.68 (feet) COMP AG5354 MODELED GRAV- 979,182.1 (mgal) NAVD 88 AG5354 AG5354 VERT ORDER - FIRST CLASS I AG5354 AG5354.The horizontal coordinates were scaled from a topographic map and have AG5354.an estimated accuracy of +/- 6 seconds. AG5354 AG5354.The orthometric height was determined by differential leveling AG5354.and adjusted by the National Geodetic Survey in June 1991. AG5354 AG5354.The geoid height was determined by GEOID99. AG5354 AG5354.The dynamic height is computed by dividing the NAVD 88 AG5354.geopotential number by the normal gravity value computed on the AG5354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5354.degrees latitude (g = 980.6199 gals.). AG5354 AG5354.The modeled gravity was interpolated from observed gravity values. AG5354 AG5354; North East Units Estimated Accuracy AG5354;SPC FL W - 394,500. 148,390. MT (+/- 180 meters Scaled) AG5354 AG5354 SUPERSEDED SURVEY CONTROL AG5354 AG5354 NGVD 29 (??/??/92) 2.919 (m) 9.58 (f) ADJ UNCH 1 1 AG5354 AG5354.Superseded values are not recommended for survey control. AG5354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5354.See file dsdata.txt to determine how the superseded data were derived. AG5354 AG5354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL499863(NAD 83) AG5354_MARKER: DB = BENCH MARK DISK AG5354_SETTING: 30 = CULVERT AG5354_STAMPING: P 262 1966 AG5354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG5354 AG5354 HISTORY - Date Condition Report By AG5354 HISTORY - 1966 MONUMENTED CGS AG5354 HISTORY - 1978 MARK NOT FOUND NGS AG5354 HISTORY - 19990318 GOOD USPSQD AG5354 HISTORY - 20020824 GOOD USPSQD AG5354 HISTORY - 20030920 GOOD USPSQD AG5354 AG5354 STATION DESCRIPTION AG5354 AG5354'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 AG5354'AT TAMPA. AG5354'AT TAMPA, ABOUT 1.1 MILES WEST ALONG GANDY BOULEVARD FROM THE AG5354'INTERSECTION OF DALE MABRY HIGHWAY, ABOUT 0.2 MILE EAST OF THE AG5354'INTERSECTION OF WEST SHORE BOULEVARD, NEAR THE INTERSECTION AG5354'OF TRASK STREET, 11.0 FEET EAST OF THE EAST CURB OF TRASK STREET, AG5354'ABOUT 2 FEET ABOVE THE LEVEL OF THE STREET AND IN THE TOP AG5354'3.5 FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE HEAD AG5354'WALL FOR A 18-FOOT BOX CULVERT UNDE THE STREET. AG5354 AG5354 STATION RECOVERY (1978) AG5354 AG5354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AG5354'SEARCHED FOR NOT RECOVERED. AG5354 AG5354 STATION RECOVERY (1999) AG5354 AG5354'RECOVERY NOTE BY US POWER SQUADRON 1999 AG5354'RECOVERED IN GOOD CONDITION. AG5354 AG5354 STATION RECOVERY (2002) AG5354 AG5354'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM) AG5354'RECOVERED IN GOOD CONDITION. AG5354 AG5354 STATION RECOVERY (2003) AG5354 AG5354'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG5354'MARK FOUND GOOD. STATION IS NORTH OF GANDY BOULEVARD. REMAINDER OF AG5354'1966 DESCRIPTION IS ADEQUATE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG6038 *********************************************************************** AG6038 CBN - This is a Cooperative Base Network Control Station. AG6038 DESIGNATION - Q 18 AG6038 PID - AG6038 AG6038 STATE/COUNTY- FL/HILLSBOROUGH AG6038 USGS QUAD - TAMPA (1995) AG6038 AG6038 *CURRENT SURVEY CONTROL AG6038 ___________________________________________________________________ AG6038* NAD 83(1999)- 27 57 29.90088(N) 082 26 44.64504(W) ADJUSTED AG6038* NAVD 88 - 5.263 (meters) 17.27 (feet) ADJUSTED AG6038 ___________________________________________________________________ AG6038 X - 741,183.380 (meters) COMP AG6038 Y - -5,588,937.918 (meters) COMP AG6038 Z - 2,972,415.548 (meters) COMP AG6038 LAPLACE CORR- -1.34 (seconds) DEFLEC99 AG6038 ELLIP HEIGHT- -19.77 (meters) (05/31/01) GPS OBS AG6038 GEOID HEIGHT- -24.93 (meters) GEOID99 AG6038 DYNAMIC HT - 5.255 (meters) 17.24 (feet) COMP AG6038 MODELED GRAV- 979,188.2 (mgal) NAVD 88 AG6038 AG6038 HORZ ORDER - B AG6038 VERT ORDER - FIRST CLASS I AG6038 ELLP ORDER - FIFTH CLASS I AG6038 AG6038.The horizontal coordinates were established by GPS observations AG6038.and adjusted by the National Geodetic Survey in May 2001. AG6038 AG6038.The orthometric height was determined by differential leveling AG6038.and adjusted by the National Geodetic Survey in June 1991. AG6038 AG6038.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG6038 AG6038.The Laplace correction was computed from DEFLEC99 derived deflections. AG6038 AG6038.The ellipsoidal height was determined by GPS observations AG6038.and is referenced to NAD 83. AG6038 AG6038.The geoid height was determined by GEOID99. AG6038 AG6038.The dynamic height is computed by dividing the NAVD 88 AG6038.geopotential number by the normal gravity value computed on the AG6038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6038.degrees latitude (g = 980.6199 gals.). AG6038 AG6038.The modeled gravity was interpolated from observed gravity values. AG6038 AG6038; North East Units Scale Converg. AG6038;SPC FL W - 401,668.725 156,142.165 MT 0.99996491 -0 12 32.3 AG6038;UTM 17 - 3,093,424.993 357,788.519 MT 0.99984962 -0 40 40.5 AG6038 AG6038 SUPERSEDED SURVEY CONTROL AG6038 AG6038 NAD 83(1990)- 27 57 29.89930(N) 082 26 44.64446(W) AD( ) B AG6038 ELLIP H (09/13/90) -19.80 (m) GP( ) 4 1 AG6038 NAVD 88 (06/02/94) 5.26 (m) 17.3 (f) LEVELING 3 AG6038 NGVD 29 (??/??/92) 5.525 (m) 18.13 (f) ADJ UNCH 1 1 AG6038 AG6038.Superseded values are not recommended for survey control. AG6038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6038.See file dsdata.txt to determine how the superseded data were derived. AG6038 AG6038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5778993425(NAD 83) AG6038_MARKER: DB = BENCH MARK DISK AG6038_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND AG6038_STAMPING: Q 18 1933 18.146 AG6038_MARK LOGO: CGS AG6038_MAGNETIC: N = NO MAGNETIC MATERIAL AG6038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AG6038+STABILITY: POSITION/ELEVATION WELL AG6038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG6038+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1993 AG6038 AG6038 HISTORY - Date Condition Report By AG6038 HISTORY - 1933 MONUMENTED CGS AG6038 HISTORY - 1966 GOOD NGS AG6038 HISTORY - 1978 GOOD NGS AG6038 HISTORY - 1989 GOOD NGS AG6038 HISTORY - 19930208 GOOD NOS AG6038 HISTORY - 19980419 GOOD USPSQD AG6038 HISTORY - 20030920 GOOD USPSQD AG6038 AG6038 STATION DESCRIPTION AG6038 AG6038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG6038'AT TAMPA. AG6038'AT TAMPA, ALONG THE ATLANTIC COAST LINE RAILROAD NEAR THE AG6038'CROSSING OF 13TH STREET, 82.5 FEET NORTHWEST OF THE CENTER OF AG6038'THE JUNCTION OF 13TH STREET AND 4TH AVENUE, 29 FEET WEST OF THE AG6038'WEST CURB LINE OF 13TH STREET, 16.5 FEET SOUTHEAST OF THE AG6038'SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 3.9 FEET SOUTHWEST OF AG6038'THE SOUTHWEST CORNER OF A SIGNAL CONTROL BOX, ABOUT 1/2 FOOT AG6038'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE AG6038'POST ABOUT 0.6 FOOT UNDERGROUND. AG6038 AG6038 STATION RECOVERY (1978) AG6038 AG6038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AG6038'RECOVERED IN GOOD CONDITION. AG6038 AG6038 STATION RECOVERY (1989) AG6038 AG6038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 AG6038'THE STATION IS LOCATED IN TAMPA, NEAR THE JUNCTION OF N 13TH ST AND E AG6038'4TH AVE, AT THE N 13TH ST CROSSING OF THE SEABOARD COAST LINE AG6038'RAILROAD. OWNERSHIP--RAILROAD RIGHT-OF-WAY. AG6038'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 4 AND AG6038'N 21ST ST IN TAMPA, GO SOUTH FOR 0.72 KM (0.45 MI) ON N 21ST ST TO A AG6038'CROSS STREET. TURN RIGHT AND GO WEST FOR 1.04 KM (0.65 MI) ON E 4TH AG6038'AVE TO THE JUNCTION OF N 13TH ST AND THE STATION, NORTHWEST OF THE AG6038'STREET JUNCTION. AG6038'THE STATION IS RECESSED 13 CM BELOW GROUND. LOCATED 13.01 M AG6038'(42.7 FT) NORTH-NORTHWEST FROM UTILITY POLE NUMBER 25610 41760 WITH AG6038'LIGHT AND 5 GUY WIRES, 8.99 M (29.5 FT) SOUTH-SOUTHEAST FROM THE AG6038'SOUTH-SOUTHEAST RAIL OF RAILROAD, 8.84 M (29.0 FT) WEST FROM THE WEST AG6038'CURB OF N 13TH ST, 5.82 M (19.1 FT) NORTHEAST FROM A 60-CM METAL AG6038'MANHOLE COVER THAT IS INSCRIBED SANITARY CITY OF TAMPA SEWER AND 1.13 AG6038'M (3.7 FT) SOUTHWEST FROM THE SOUTHWESTERN CORNER OF A RAILROAD SIGNAL AG6038'CONTROL BOX. AG6038'DESCRIBED BY D.F. CALLAHAN. AG6038 AG6038 STATION RECOVERY (1993) AG6038 AG6038'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (ALG) AG6038'RECOVERED AS DESCRIBED. AG6038 AG6038 STATION RECOVERY (1998) AG6038 AG6038'RECOVERY NOTE BY US POWER SQUADRON 1998 AG6038'RECOVERED IN GOOD CONDITION. AG6038 AG6038 STATION RECOVERY (2003) AG6038 AG6038'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG6038'FOUND IN GOOD CONDITION. THE RAILROAD TRACK IS NOW THE CSX RAILROAD. AG6038'AREA HAS BEEN RECONSTRUCTED. MARK IS NORTHWEST OF N. 12TH ST AND E. AG6038'4TH AVE., NOT N. 13TH ST. NOW N. 12TH ST. IS N. CHANNELSIDE DRIVE AG6038'WHICH DEAD ENDS AT E. 4TH AVE. POWER POLE WITH 5 GUY WIRES NUMBER IS AG6038'NOW 25607-41746. MARK IS 30 FEET SOUTHWEST OF A RAILROAD SIGNAL AG6038'CONTROL BOX, NOT 3.7 FEET. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG6024 *********************************************************************** AG6024 TIDAL BM - This is a Tidal Bench Mark. AG6024 DESIGNATION - Q 261 AG6024 PID - AG6024 AG6024 STATE/COUNTY- FL/HILLSBOROUGH AG6024 USGS QUAD - TAMPA (1995) AG6024 AG6024 *CURRENT SURVEY CONTROL AG6024 ___________________________________________________________________ AG6024* NAD 83(1986)- 27 54 46. (N) 082 26 49. (W) SCALED AG6024* NAVD 88 - 1.577 (meters) 5.17 (feet) ADJUSTED AG6024 ___________________________________________________________________ AG6024 GEOID HEIGHT- -24.87 (meters) GEOID99 AG6024 DYNAMIC HT - 1.575 (meters) 5.17 (feet) COMP AG6024 MODELED GRAV- 979,183.3 (mgal) NAVD 88 AG6024 AG6024 VERT ORDER - FIRST CLASS I AG6024 AG6024.This mark is at Peter O'knight Airport (TPF) AG6024 AG6024.The horizontal coordinates were scaled from a topographic map and have AG6024.an estimated accuracy of +/- 6 seconds. AG6024 AG6024.The orthometric height was determined by differential leveling AG6024.and adjusted by the National Geodetic Survey in June 1991. AG6024 AG6024.This Tidal Bench Mark is designated as VM 6803 AG6024.by the Center for Operational Oceanographic Products and Services. AG6024 AG6024.The geoid height was determined by GEOID99. AG6024 AG6024.The dynamic height is computed by dividing the NAVD 88 AG6024.geopotential number by the normal gravity value computed on the AG6024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6024.degrees latitude (g = 980.6199 gals.). AG6024 AG6024.The modeled gravity was interpolated from observed gravity values. AG6024 AG6024; North East Units Estimated Accuracy AG6024;SPC FL W - 396,620. 156,010. MT (+/- 180 meters Scaled) AG6024 AG6024 SUPERSEDED SURVEY CONTROL AG6024 AG6024 NGVD 29 (??/??/92) 1.839 (m) 6.03 (f) ADJ UNCH 1 1 AG6024 AG6024.Superseded values are not recommended for survey control. AG6024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6024.See file dsdata.txt to determine how the superseded data were derived. AG6024 AG6024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL576883(NAD 83) AG6024_MARKER: DB = BENCH MARK DISK AG6024_SETTING: 32 = RETAINING WALL AG6024_STAMPING: Q 261 1966 AG6024_MARK LOGO: CGS AG6024_MAGNETIC: N = NO MAGNETIC MATERIAL AG6024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6024+STABILITY: SURFACE MOTION AG6024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG6024+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1990 AG6024 AG6024 HISTORY - Date Condition Report By AG6024 HISTORY - 1966 MONUMENTED CGS AG6024 HISTORY - 1982 GOOD FLDNR AG6024 HISTORY - 1988 MARK NOT FOUND USPSQD AG6024 HISTORY - 19900618 GOOD FLDNR AG6024 HISTORY - 19970906 GOOD USPSQD AG6024 HISTORY - 20030920 GOOD USPSQD AG6024 AG6024 STATION DESCRIPTION AG6024 AG6024'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 AG6024'AT TAMPA. AG6024'AT TAMPA, ON DAVIS ISLAND AT THE PETER O. KNIGHT AIRPORT, ABOUT AG6024'0.1 MILE EAST OF THE ADMINISTRATION BUILDING, NEAR THE SOUTH AG6024'END OF NORTH-SOUTH RUNWAY, 60 YARDS WEST OF THE EXTENDED CENTER AG6024'LINE OF THE RUNWAY, 66 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION AG6024'OF A BLACK TOPPED ROAD AND A DRIVE LEADING TO THE HANGARS, 51 AG6024'FEET SOUTHWEST OF A FENCE CORNER, ABOUT LEVEL WITH THE BLACK AG6024'TOPPED ROAD AND SET IN THE TOP OF A CONCRETE SEA WALL WHICH IS AG6024'NOT IN USE AND HAS BEEN FILLED IN ON BOTH SIDES. AG6024 AG6024 STATION RECOVERY (1982) AG6024 AG6024'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG6024'RECOVERED IN GOOD CONDITION. AG6024 AG6024 STATION RECOVERY (1988) AG6024 AG6024'RECOVERY NOTE BY US POWER SQUADRON 1988 (RPS) AG6024'MARK NOT FOUND. AG6024 AG6024 STATION RECOVERY (1990) AG6024 AG6024'RECOVERY NOTE BY FL DEPT OF NAT RES 1990 AG6024'RECOVERED IN GOOD CONDITION. AG6024 AG6024 STATION RECOVERY (1997) AG6024 AG6024'RECOVERY NOTE BY US POWER SQUADRON 1997 AG6024'RECOVERED IN GOOD CONDITION. AG6024 AG6024 STATION RECOVERY (2003) AG6024 AG6024'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG6024'FOUND IN GOOD CONDITION. ADMINISTRATION BUILDING IN 1966 DESCRIPTION AG6024'NO LONGER EXISTS. A NEW CONCRETE BLOCK MAINTENANCE BUILDING WAS BUILT AG6024'ON THE SAME SITE. MARK IS LOCATED IN AN ABANDONED SEA WALL LOCATED 18 AG6024'FEET WEST OF AN ORANGE WITNESS POST AND A NORTH/SOUTH CHAIN LINK AG6024'FENCE. THE BLACK-TOPPED ROAD IS SEVERN DRIVE. REMAINDER OF 1966 AG6024'DESCRIPTION IS CORRECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7546 *********************************************************************** AG7546 TIDAL BM - This is a Tidal Bench Mark. AG7546 DESIGNATION - S C OF TAMPA AG7546 PID - AG7546 AG7546 STATE/COUNTY- FL/HILLSBOROUGH AG7546 USGS QUAD - TAMPA (1995) AG7546 AG7546 *CURRENT SURVEY CONTROL AG7546 ___________________________________________________________________ AG7546* NAD 83(1986)- 27 56 56. (N) 082 23 37. (W) SCALED AG7546* NAVD 88 - 4.563 (meters) 14.97 (feet) ADJUSTED AG7546 ___________________________________________________________________ AG7546 GEOID HEIGHT- -24.98 (meters) GEOID99 AG7546 DYNAMIC HT - 4.556 (meters) 14.95 (feet) COMP AG7546 MODELED GRAV- 979,186.4 (mgal) NAVD 88 AG7546 AG7546 VERT ORDER - SECOND CLASS I AG7546 AG7546.The horizontal coordinates were scaled from a topographic map and have AG7546.an estimated accuracy of +/- 6 seconds. AG7546 AG7546.The orthometric height was determined by differential leveling AG7546.and adjusted by the National Geodetic Survey in June 1991. AG7546 AG7546.This Tidal Bench Mark is designated as VM 7529 AG7546.by the Center for Operational Oceanographic Products and Services. AG7546 AG7546.The geoid height was determined by GEOID99. AG7546 AG7546.The dynamic height is computed by dividing the NAVD 88 AG7546.geopotential number by the normal gravity value computed on the AG7546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7546.degrees latitude (g = 980.6199 gals.). AG7546 AG7546.The modeled gravity was interpolated from observed gravity values. AG7546 AG7546; North East Units Estimated Accuracy AG7546;SPC FL W - 400,610. 161,270. MT (+/- 180 meters Scaled) AG7546 AG7546 SUPERSEDED SURVEY CONTROL AG7546 AG7546.No superseded survey control is available for this station. AG7546 AG7546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL629923(NAD 83) AG7546_MARKER: DD = SURVEY DISK AG7546_SETTING: 31 = BRIDGE SIDEWALK AG7546_STAMPING: S AG7546_MARK LOGO: CITY O AG7546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7546 AG7546 HISTORY - Date Condition Report By AG7546 HISTORY - UNK MONUMENTED LOCENG AG7546 HISTORY - 1982 GOOD FLDNR AG7546 HISTORY - 1990 GOOD USPSQD AG7546 HISTORY - 1990 GOOD USPSQD AG7546 HISTORY - 20030927 GOOD USPSQD AG7546 AG7546 STATION DESCRIPTION AG7546 AG7546'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7546'IN TAMPA. AG7546'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 60 AND U.S. HIGHWAY 41, AG7546'GO 1.0 MILE EAST ON HIGHWAY 60 TO THE JUNCTION OF MAYDELL ROAD, GO AG7546'0.25 MILE SOUTH ON MAYDELL ROAD TO THE BRIDGE OVER PALM RIVER AND AG7546'THE MARK. THE MARK BEARS 51 FEET NORTH OF THE SOUTHWEST CORNER OF AG7546'THE BRIDGE, 15 FEET WEST OF THE CENTERLINE OF MAYDELL ROAD, AND 1.1 AG7546'FEET EAST OF THE INSIDE EDGE OF THE BRIDGE RAIL. THE MARK WAS AG7546'STAMPED BY FLDNR. A CITY OF TAMPA DISK. AG7546 AG7546 STATION RECOVERY (1990) AG7546 AG7546'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAS) AG7546'RECOVERED IN GOOD CONDITION. AG7546 AG7546 STATION RECOVERY (1990) AG7546 AG7546'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT) AG7546'RECOVERED IN GOOD CONDITION. AG7546 AG7546 STATION RECOVERY (2003) AG7546 AG7546'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7546'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG9055 *********************************************************************** AG9055 DESIGNATION - TAMPA 1ST FLA TWR W1 OF 2 MAST AG9055 PID - AG9055 AG9055 STATE/COUNTY- FL/HILLSBOROUGH AG9055 USGS QUAD - TAMPA (1995) AG9055 AG9055 *CURRENT SURVEY CONTROL AG9055 ___________________________________________________________________ AG9055* NAD 83(1990)- 27 56 51.81448(N) 082 27 34.22662(W) ADJUSTED AG9055* NAVD 88 - AG9055 ___________________________________________________________________ AG9055 LAPLACE CORR- -1.32 (seconds) DEFLEC99 AG9055 GEOID HEIGHT- -24.90 (meters) GEOID99 AG9055 AG9055 HORZ ORDER - THIRD AG9055 AG9055.The horizontal coordinates were established by classical geodetic methods AG9055.and adjusted by the National Geodetic Survey in May 1991. AG9055 AG9055 AG9055.The Laplace correction was computed from DEFLEC99 derived deflections. AG9055 AG9055.The geoid height was determined by GEOID99. AG9055 AG9055; North East Units Scale Converg. AG9055;SPC FL W - 400,501.380 154,782.588 MT 0.99996640 -0 12 55.3 AG9055;UTM 17 - 3,092,268.943 356,419.590 MT 0.99985445 -0 41 02.9 AG9055 AG9055 SUPERSEDED SURVEY CONTROL AG9055 AG9055 NAD 83(1986)- 27 56 51.81829(N) 082 27 34.23791(W) AD( ) 4 AG9055 AG9055.Superseded values are not recommended for survey control. AG9055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG9055.See file dsdata.txt to determine how the superseded data were derived. AG9055 AG9055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5642092269(NAD 83) AG9055_MARKER: 42 = RADIO/TV MAST AG9055 AG9055 HISTORY - Date Condition Report By AG9055 HISTORY - 1983 FIRST OBSERVED FL-057 AG9055 HISTORY - 20031004 MARK NOT FOUND USPSQD AG9055 AG9055 STATION DESCRIPTION AG9055 AG9055'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW) AG9055'THE TAMPA FIRST FLORIDA TOWER WEST 1 OF 2 MASTS IS LOCATED IN DOWNTOWN AG9055'TAMPA, ON A 38 STORY BUILDING. THE BUILDING IS IN THE SOUTHEAST ANGLE AG9055'OF THE INTERSECTION OF TAMPA AND EAST MADISON STREETS, IN T29S, R19E, AG9055'CENTRAL SECTION 24. AG9055' AG9055'STATION IS THE LIGHT ON TOP CENTER OF THE RED/WHITE MAST, ABOUT 75 AG9055'FEET HIGH, NO GUY WIRES, TOTAL HEIGHT ABOUT 450 FEET. THE MAST HAS A AG9055'METAL HOUSING AT THE 30 FOOT LEVEL FOR A SIREN. AG9055 AG9055 STATION RECOVERY (2003) AG9055 AG9055'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG9055'MARK NOT FOUND. SITE LOCATED. THE BUILDING AT THE SOUTHEAST CORNER OF AG9055'THE INTERSECTION OF TAMPA AND E. MADISON STREETS HAS BEEN TORN DOWN. AG9055'THERE IS A PARK AT THE SITE NOW. THIS STATION SHOULD BE DECLARED AG9055'DESTROYED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG1349 *********************************************************************** AG1349 DESIGNATION - TAMPA BAY HOTEL NORTH TOWER AG1349 PID - AG1349 AG1349 STATE/COUNTY- FL/HILLSBOROUGH AG1349 USGS QUAD - TAMPA (1995) AG1349 AG1349 *CURRENT SURVEY CONTROL AG1349 ___________________________________________________________________ AG1349* NAD 83(1990)- 27 56 48.86440(N) 082 27 50.84282(W) ADJUSTED AG1349* NAVD 88 - AG1349 ___________________________________________________________________ AG1349 LAPLACE CORR- -1.32 (seconds) DEFLEC99 AG1349 GEOID HEIGHT- -24.89 (meters) GEOID99 AG1349 AG1349 HORZ ORDER - THIRD AG1349 AG1349.The horizontal coordinates were established by classical geodetic methods AG1349.and adjusted by the National Geodetic Survey in May 1991. AG1349 AG1349 AG1349.The Laplace correction was computed from DEFLEC99 derived deflections. AG1349 AG1349.The geoid height was determined by GEOID99. AG1349 AG1349; North East Units Scale Converg. AG1349;SPC FL W - 400,412.287 154,328.043 MT 0.99996691 -0 13 03.1 AG1349;UTM 17 - 3,092,183.581 355,964.382 MT 0.99985607 -0 41 10.6 AG1349 AG1349 SUPERSEDED SURVEY CONTROL AG1349 AG1349 NAD 83(1986)- 27 56 48.86750(N) 082 27 50.85382(W) AD( ) 4 AG1349 NAD 27 - 27 56 47.78700(N) 082 27 51.52000(W) AD( ) 3 AG1349 AG1349.Superseded values are not recommended for survey control. AG1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1349.See file dsdata.txt to determine how the superseded data were derived. AG1349 AG1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5596492184(NAD 83) AG1349_MARKER: 55 = TOWER AG1349 AG1349 HISTORY - Date Condition Report By AG1349 HISTORY - 1908 FIRST OBSERVED CGS AG1349 HISTORY - 1941 GOOD CGS AG1349 HISTORY - 1957 GOOD CGS AG1349 HISTORY - 1959 GOOD CGS AG1349 HISTORY - 1984 GOOD USPSQD AG1349 HISTORY - 1989 GOOD USPSQD AG1349 HISTORY - 20031004 GOOD USPSQD AG1349 AG1349 STATION DESCRIPTION AG1349 AG1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KGC) AG1349'THE STATION IS THE NORTHERNMOST OF THE TWO LARGEST AND TALLEST AG1349'SPIRES ON THE E SIDE OF THE BUILDING NOW USED BY THE UNIVERSITY AG1349'OF TAMPA. THIS BUILDING WAS FORMERLY THE TAMPA BAY HOTEL. AG1349' AG1349'THE TOWER, SIMILAR IN BOTH SIZE AND SHAPE, LOCATED ABOUT 63 AG1349'METERS S OF THIS STATION HAS BEEN LOCATED BY TRIANGULATION AND AG1349'CALLED SOUTHERLY SPIRE, TAMPA BAY HOTEL. AG1349 AG1349 STATION RECOVERY (1957) AG1349 AG1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JEW) AG1349'STATION RECOVERED IN GOOD CONDITION. THE 1941 RECOVERY NOTE IS AG1349'ADEQUATE. STATION IS NOW KNOWN AS UNIVERSITY OF TAMPA, NORTH TOWER. AG1349 AG1349 STATION RECOVERY (1959) AG1349 AG1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW) AG1349'THIS STATION WAS RECOVERED IN MARCH 1959. IT IS LOCATED AT AG1349'TAMPA, ABOUT 100 YD. N OF THE JUNCTION OF LAFAYETTE STREET AND AG1349'HYDE PARK AVENUE, ON THE E SIDE OF THE MAIN BUILDING OF THE AG1349'UNIVERSITY OF TAMPA, THE MOST N ONE OF THE TWO LARGEST SPIRES OF AG1349'THE E SIDE OF THE BUILDING. IT IS A SILVER-COLORED SPIRE. AG1349 AG1349 STATION RECOVERY (1984) AG1349 AG1349'RECOVERY NOTE BY US POWER SQUADRON 1984 (BR) AG1349'STATION RECOVERED GOOD. AG1349' AG1349'TAMPA BAY HOTEL NORTH TOWER ESTAB. 1908. LAT 27 56 47 N LO 8227 AG1349'51 BOOK 2 PAGE 179 (LANDMARK). AG1349' AG1349'STATION LOCATION--QUAD N 27082144 QSN 0003. AG1349' AG1349'THIS STATION IS LOCATED ABOUT 100 YDS N OF THE JUNCTION OF AG1349'LAFAYETTE STREET AND HYDE PARK AVE, ON THE E SIDE OF THE MAIN AG1349'BUILDING OF THE UNIVERSITY OF TAMPA. THE MOST N ONE OF THE TWO AG1349'LARGEST SPIRES OF THE E SIDE OF THE BUILDING. IT IS A SILVER AG1349'COLORED SPIRE. AG1349 AG1349 STATION RECOVERY (1989) AG1349 AG1349'RECOVERY NOTE BY US POWER SQUADRON 1989 (MPS) AG1349'RECOVERED IN GOOD CONDITION. AG1349 AG1349 STATION RECOVERY (2003) AG1349 AG1349'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG1349'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG1372 *********************************************************************** AG1372 DESIGNATION - TAMPA BAY HOTEL SOUTH SPIRE AG1372 PID - AG1372 AG1372 STATE/COUNTY- FL/HILLSBOROUGH AG1372 USGS QUAD - TAMPA (1995) AG1372 AG1372 *CURRENT SURVEY CONTROL AG1372 ___________________________________________________________________ AG1372* NAD 83(1990)- 27 56 47.42834(N) 082 27 50.83401(W) ADJUSTED AG1372* NAVD 88 - AG1372 ___________________________________________________________________ AG1372 LAPLACE CORR- -1.32 (seconds) DEFLEC99 AG1372 GEOID HEIGHT- -24.89 (meters) GEOID99 AG1372 AG1372 HORZ ORDER - THIRD AG1372 AG1372.The horizontal coordinates were established by classical geodetic methods AG1372.and adjusted by the National Geodetic Survey in May 1991. AG1372 AG1372 AG1372.The Laplace correction was computed from DEFLEC99 derived deflections. AG1372 AG1372.The geoid height was determined by GEOID99. AG1372 AG1372; North East Units Scale Converg. AG1372;SPC FL W - 400,368.082 154,328.116 MT 0.99996691 -0 13 03.0 AG1372;UTM 17 - 3,092,139.382 355,964.093 MT 0.99985607 -0 41 10.6 AG1372 AG1372 SUPERSEDED SURVEY CONTROL AG1372 AG1372 NAD 83(1986)- 27 56 47.43339(N) 082 27 50.84646(W) AD( ) 4 AG1372 NAD 27 - 27 56 46.35329(N) 082 27 51.50541(W) AD( ) 3 AG1372 AG1372.Superseded values are not recommended for survey control. AG1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1372.See file dsdata.txt to determine how the superseded data were derived. AG1372 AG1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5596492139(NAD 83) AG1372_MARKER: 55 = TOWER AG1372 AG1372 HISTORY - Date Condition Report By AG1372 HISTORY - 1934 FIRST OBSERVED CGS AG1372 HISTORY - 1941 GOOD CGS AG1372 HISTORY - 1957 GOOD CGS AG1372 HISTORY - 1959 GOOD CGS AG1372 HISTORY - 1984 GOOD USPSQD AG1372 HISTORY - 20031004 GOOD USPSQD AG1372 AG1372 STATION DESCRIPTION AG1372 AG1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA) AG1372'SPIRE, TALL, SILVER, MOORISH, TAMPA BAY HOTEL, PLANT PARK, TAMPA. AG1372 AG1372 STATION RECOVERY (1941) AG1372 AG1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (KGC) AG1372'STATION IS THE LARGEST AND MOST SOUTHERLY ONE OF TWO LARGE AG1372'SPIRES ON THE E SIDE OF THE BUILDING. THIS BUILDING IS NOW AG1372'THE UNIVERSITY OF TAMPA. A SIMILAR TOWER BOTH IN SIZE AND AG1372'SHAPE IS LOCATED ABOUT 63 METERS N OF THIS STATION AND IS AG1372'CALLED NORTH TOWER, TAMPA BAY HOTEL - 1908. AG1372 AG1372 STATION RECOVERY (1957) AG1372 AG1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JEW) AG1372'STATION RECOVERED IN GOOD CONDITION. THE 1941 RECOVERY NOTE AG1372'IS ADEQUATE. STATION IS NOW KNOWN AS UNIVERSITY OF TAMPA, AG1372'SOUTHERLY SPIRE. AG1372 AG1372 STATION RECOVERY (1959) AG1372 AG1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW) AG1372'THIS STATION WAS RECOVERED IN MARCH, 1959. IT IS LOCATED AG1372'AT TAMPA, 50 YD. N OF THE JUNCTION OF LAFAYETTE STREET AG1372'AND HYDE PARK AVENUE, ON THE E SIDE OF THE MAIN BUILDING AG1372'OF THE UNIVERSITY OF TAMPA, THE MOST S ONE OF THE TWO AG1372'LARGEST SPIRES. AG1372 AG1372 STATION RECOVERY (1984) AG1372 AG1372'RECOVERY NOTE BY US POWER SQUADRON 1984 (BR) AG1372'STATION RECOVERED GOOD. AG1372' AG1372'TAMPA BAY HOTEL SOUTHERLY SPIRE, ESTAB. 1934, LAT 27 56 46 N AG1372'LO 82 27 51 W, BOOK 2, PAGE 215 (LANDMARK). AG1372' AG1372'STATION LOCATION--QUAD N 27082144 QSN 0028. AG1372' AG1372'THIS STATION IS THE LARGEST AND MOST SOUTHERLY ONE OF TWO LARGE AG1372'SPIRES ON THE E SIDE OF THE BUILDING. THE BUILDING IS NOW THE AG1372'UNIVERSITY OF TAMPA. THE STATION IS 50 YARDS N OF THE JUNCTION AG1372'OF LAFAYETTE ST. AND HYDE PARK AVE. ON THE E SIDE OF THE MAIN AG1372'BUILDING. AG1372 AG1372 STATION RECOVERY (2003) AG1372 AG1372'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG1372'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG1352 *********************************************************************** AG1352 DESIGNATION - TAMPA BAY HOTEL WEST TOWER AG1352 PID - AG1352 AG1352 STATE/COUNTY- FL/HILLSBOROUGH AG1352 USGS QUAD - TAMPA (1995) AG1352 AG1352 *CURRENT SURVEY CONTROL AG1352 ___________________________________________________________________ AG1352* NAD 83(1990)- 27 56 48.78722(N) 082 27 50.84510(W) ADJUSTED AG1352* NAVD 88 - AG1352 ___________________________________________________________________ AG1352 LAPLACE CORR- -1.32 (seconds) DEFLEC99 AG1352 GEOID HEIGHT- -24.89 (meters) GEOID99 AG1352 AG1352 HORZ ORDER - THIRD AG1352 AG1352.The horizontal coordinates were established by classical geodetic methods AG1352.and adjusted by the National Geodetic Survey in May 1991. AG1352 AG1352 AG1352.The Laplace correction was computed from DEFLEC99 derived deflections. AG1352 AG1352.The geoid height was determined by GEOID99. AG1352 AG1352; North East Units Scale Converg. AG1352;SPC FL W - 400,409.911 154,327.971 MT 0.99996691 -0 13 03.1 AG1352;UTM 17 - 3,092,181.207 355,964.291 MT 0.99985607 -0 41 10.6 AG1352 AG1352 SUPERSEDED SURVEY CONTROL AG1352 AG1352 NAD 83(1986)- 27 56 48.79040(N) 082 27 50.85629(W) AD( ) 4 AG1352 NAD 27 - 27 56 47.69000(N) 082 27 51.52000(W) AD( ) 3 AG1352 AG1352.Superseded values are not recommended for survey control. AG1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1352.See file dsdata.txt to determine how the superseded data were derived. AG1352 AG1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5596492181(NAD 83) AG1352_MARKER: 55 = TOWER AG1352 AG1352 HISTORY - Date Condition Report By AG1352 HISTORY - 1908 FIRST OBSERVED CGS AG1352 HISTORY - 1957 MARK NOT FOUND CGS AG1352 HISTORY - 1984 SEE DESCRIPTION USPSQD AG1352 HISTORY - 20031004 GOOD USPSQD AG1352 AG1352 STATION DESCRIPTION AG1352 AG1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JEW) AG1352'NOT RECOVERED. THE STATION WAS NOT DESCRIBED. THERE ARE AG1352'SEVERAL PROMINENT SPIRES AROUND THE BUILDING NOW OCCUPIED AG1352'BY THE UNIVERSITY OF TAMPA. ONE OF THE SPIRES MIGHT BE THE AG1352'ABOVE STATION. AG1352 AG1352 STATION RECOVERY (1984) AG1352 AG1352'RECOVERY NOTE BY US POWER SQUADRON 1984 (BR) AG1352'DOUBTFUL. AG1352' AG1352'TAMPA BAY HOTEL WEST TOWER, ESTAB. 1908, LAT 27 56 47 N LO AG1352'82 27 51 W, BOOK 2 PAGE 183 (LANDMARK). AG1352' AG1352'STATION LOCATION--QUAD 27082144 QSN 0006. AG1352' AG1352'THIS STATION WAS NOT DESCRIBED. BASED ON THE LAT GIVEN, IT WOULD AG1352'BE THE NEXT SPIRE DUE SOUTH OF THE SPIRE INDICATED IN QSN 0003. AG1352'THIS SPIRE IS ALSO A SILVER COLORED SPIRE. THE ACTUAL STATION AS AG1352'DESCRIBED HERE IS DOUBTFUL ALTHOUGH THE SPIRE IS IN PLACE. AG1352 AG1352 STATION RECOVERY (2003) AG1352 AG1352'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG1352'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG1432 *********************************************************************** AG1432 DESIGNATION - TAMPA CATHOLIC CHURCH DOME AG1432 PID - AG1432 AG1432 STATE/COUNTY- FL/HILLSBOROUGH AG1432 USGS QUAD - TAMPA (1995) AG1432 AG1432 *CURRENT SURVEY CONTROL AG1432 ___________________________________________________________________ AG1432* NAD 83(1990)- 27 56 57.75592(N) 082 27 25.91406(W) ADJUSTED AG1432* NAVD 88 - AG1432 ___________________________________________________________________ AG1432 LAPLACE CORR- -1.32 (seconds) DEFLEC99 AG1432 GEOID HEIGHT- -24.90 (meters) GEOID99 AG1432 AG1432 HORZ ORDER - THIRD AG1432 AG1432.The horizontal coordinates were established by classical geodetic methods AG1432.and adjusted by the National Geodetic Survey in May 1991. AG1432 AG1432 AG1432.The Laplace correction was computed from DEFLEC99 derived deflections. AG1432 AG1432.The geoid height was determined by GEOID99. AG1432 AG1432; North East Units Scale Converg. AG1432;SPC FL W - 400,683.415 155,010.494 MT 0.99996615 -0 12 51.4 AG1432;UTM 17 - 3,092,449.087 356,648.953 MT 0.99985364 -0 40 59.1 AG1432 AG1432 SUPERSEDED SURVEY CONTROL AG1432 AG1432 NAD 83(1986)- 27 56 57.75916(N) 082 27 25.92535(W) AD( ) 4 AG1432 NAD 27 - 27 56 56.67240(N) 082 27 26.57362(W) AD( ) 3 AG1432 AG1432.Superseded values are not recommended for survey control. AG1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1432.See file dsdata.txt to determine how the superseded data were derived. AG1432 AG1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5664992449(NAD 83) AG1432_MARKER: 87 = DOME AG1432 AG1432 HISTORY - Date Condition Report By AG1432 HISTORY - 1908 FIRST OBSERVED CGS AG1432 HISTORY - 1926 GOOD CGS AG1432 HISTORY - 1941 GOOD CGS AG1432 HISTORY - 1957 GOOD CGS AG1432 HISTORY - 1958 GOOD CGS AG1432 HISTORY - 20030913 GOOD USPSQD AG1432 HISTORY - 20031004 GOOD USPSQD AG1432 AG1432 STATION DESCRIPTION AG1432 AG1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (RLS) AG1432'CATHOLIC CHURCH DOME, TAMPA, FLORIDA, USED AS A SUPPLEMENTARY AG1432'STATION. AG1432 AG1432 STATION RECOVERY (1941) AG1432 AG1432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (KGC) AG1432'THE CENTER OF THE SILVER DOME OF THE CATHOLIC CHURCH, AG1432'FLORIDA AVENUE AND TWIGGS STREET IN TAMPA, FLORIDA, IT IS AG1432'ABOUT 90 FEET HIGH AND UNLIGHTED. AG1432 AG1432 STATION RECOVERY (1957) AG1432 AG1432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JEW) AG1432'STATION RECOVERED IN GOOD CONDITION. THE 1941 RECOVERY NOTE AG1432'IS ADEQUATE EXCEPT THAT THE DOME IS NOW BLACK. AG1432 AG1432 STATION RECOVERY (1958) AG1432 AG1432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW) AG1432'THIS STATION WAS RECOVERED IN MAY 1958. IT IS LOCATED AT AG1432'THE SE CORNER OF THE INTERSECTION OF TWIGG STREET AND FLORIDA AG1432'AVENUE AT TAMPA. IT IS THE CENTER OF THE TOP OF THE DOME AG1432'OF SACRED HEART CATHOLIC CHURCH. AG1432 AG1432 STATION RECOVERY (2003) AG1432 AG1432'RECOVERY NOTE BY US POWER SQUADRON 2003 (RAH) AG1432'THE DOME IS CURRENTLY DARK GREEN. AG1432 AG1432 STATION RECOVERY (2003) AG1432 AG1432'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG1432'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG1437 *********************************************************************** AG1437 DESIGNATION - TAMPA CITY HALL DOME FLAGPOLE AG1437 PID - AG1437 AG1437 STATE/COUNTY- FL/HILLSBOROUGH AG1437 USGS QUAD - TAMPA (1995) AG1437 AG1437 *CURRENT SURVEY CONTROL AG1437 ___________________________________________________________________ AG1437* NAD 83(1990)- 27 56 51.55234(N) 082 27 26.03931(W) ADJUSTED AG1437* NAVD 88 - AG1437 ___________________________________________________________________ AG1437 LAPLACE CORR- -1.32 (seconds) DEFLEC99 AG1437 GEOID HEIGHT- -24.90 (meters) GEOID99 AG1437 AG1437 HORZ ORDER - THIRD AG1437 AG1437.The horizontal coordinates were established by classical geodetic methods AG1437.and adjusted by the National Geodetic Survey in May 1991. AG1437 AG1437 AG1437.The Laplace correction was computed from DEFLEC99 derived deflections. AG1437 AG1437.The geoid height was determined by GEOID99. AG1437 AG1437; North East Units Scale Converg. AG1437;SPC FL W - 400,492.471 155,006.356 MT 0.99996615 -0 12 51.5 AG1437;UTM 17 - 3,092,258.205 356,643.253 MT 0.99985366 -0 40 59.1 AG1437 AG1437 SUPERSEDED SURVEY CONTROL AG1437 AG1437 NAD 83(1986)- 27 56 51.55603(N) 082 27 26.05124(W) AD( ) 4 AG1437 NAD 27 - 27 56 50.47843(N) 082 27 26.71197(W) AD( ) 3 AG1437 AG1437.Superseded values are not recommended for survey control. AG1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1437.See file dsdata.txt to determine how the superseded data were derived. AG1437 AG1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5664392258(NAD 83) AG1437_MARKER: 83 = FLAGSTAFF AG1437 AG1437 HISTORY - Date Condition Report By AG1437 HISTORY - 1934 FIRST OBSERVED CGS AG1437 HISTORY - 1941 GOOD CGS AG1437 HISTORY - 1957 GOOD CGS AG1437 HISTORY - 1958 GOOD CGS AG1437 HISTORY - 20030913 GOOD USPSQD AG1437 HISTORY - 20030920 GOOD USPSQD AG1437 AG1437 STATION DESCRIPTION AG1437 AG1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA) AG1437'DOME, FLAGPOLE. CITY HALL, FLORIDA AVENUE AND LAFAYETTE AG1437'STREET, TAMPA. AG1437 AG1437 STATION RECOVERY (1941) AG1437 AG1437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (KGC) AG1437'THIS STATION IS THE BASE OF THE FLAGPOLE ON THE DOME OF AG1437'THE CITY HALL, LOCATED AT FLORIDA AVENUE AND LAFAYETTE STREET AG1437'IN TAMPA, FLORIDA. THE ROOF OF THE DOME IS GREEN SLATE, TOP AG1437'OF THE FLAGPOLE IS ABOUT 100 FEET HIGH. THE STATION IS AG1437'IDENTICAL WITH CITY HALL 1926. AG1437 AG1437 STATION RECOVERY (1957) AG1437 AG1437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JEW) AG1437'STATION RECOVERED IN GOOD CONDITION. THE 1941 RECOVERY NOTE AG1437'IS ADEQUATE EXCEPT THAT THE DOME IS NOW SILVER. AG1437 AG1437 STATION RECOVERY (1958) AG1437 AG1437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW) AG1437'THIS STATION WAS RECOVERED IN DECEMBER 1958. IT IS LOCATED AG1437'AT TAMPA, AT THE SW CORNER OF THE INTERSECTION OF FLORIDA AG1437'AVENUE AND LAFAYETTE STREET, THE FLAGPOLE ON TOP OF THE DOME AG1437'OF CITY HALL. AG1437 AG1437 STATION RECOVERY (2003) AG1437 AG1437'RECOVERY NOTE BY US POWER SQUADRON 2003 (RAH) AG1437'RECOVERED IN GOOD CONDITION. AG1437 AG1437 STATION RECOVERY (2003) AG1437 AG1437'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG1437'STATION FOUND GOOD. THE CITY HALL BUILDING IS NOW REFERRED TO AS THE AG1437'OLD CITY HALL BUILDING AS A NEW CITY HALL HAS BEEN BUILT AT A AG1437'DIFFERENT LOCATION. LAFAYETTE STREET IS NOW KENNEDY BOULEVARD. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG1393 *********************************************************************** AG1393 DESIGNATION - TAMPA CITY HOSPITAL STACK AG1393 PID - AG1393 AG1393 STATE/COUNTY- FL/HILLSBOROUGH AG1393 USGS QUAD - TAMPA (1995) AG1393 AG1393 *CURRENT SURVEY CONTROL AG1393 ___________________________________________________________________ AG1393* NAD 83(1990)- 27 56 16.58676(N) 082 27 28.47519(W) ADJUSTED AG1393* NAVD 88 - AG1393 ___________________________________________________________________ AG1393 LAPLACE CORR- -1.32 (seconds) DEFLEC99 AG1393 GEOID HEIGHT- -24.89 (meters) GEOID99 AG1393 AG1393 HORZ ORDER - THIRD AG1393 AG1393.The horizontal coordinates were established by classical geodetic methods AG1393.and adjusted by the National Geodetic Survey in May 1991. AG1393 AG1393 AG1393.The Laplace correction was computed from DEFLEC99 derived deflections. AG1393 AG1393.The geoid height was determined by GEOID99. AG1393 AG1393; North East Units Scale Converg. AG1393;SPC FL W - 399,416.422 154,935.741 MT 0.99996623 -0 12 52.3 AG1393;UTM 17 - 3,091,182.890 356,563.847 MT 0.99985394 -0 40 59.4 AG1393 AG1393 SUPERSEDED SURVEY CONTROL AG1393 AG1393 NAD 83(1986)- 27 56 16.59065(N) 082 27 28.48782(W) AD( ) 4 AG1393 NAD 27 - 27 56 15.51318(N) 082 27 29.14507(W) AD( ) 3 AG1393 AG1393.Superseded values are not recommended for survey control. AG1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1393.See file dsdata.txt to determine how the superseded data were derived. AG1393 AG1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5656491183(NAD 83) AG1393_MARKER: 63 = STACK AG1393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG1393+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002 AG1393 AG1393 HISTORY - Date Condition Report By AG1393 HISTORY - 1934 FIRST OBSERVED CGS AG1393 HISTORY - 1941 GOOD CGS AG1393 HISTORY - 1957 GOOD CGS AG1393 HISTORY - 1959 GOOD CGS AG1393 HISTORY - 19970906 GOOD USPSQD AG1393 HISTORY - 20020802 GOOD USPSQD AG1393 HISTORY - 20030920 GOOD USPSQD AG1393 AG1393 STATION DESCRIPTION AG1393 AG1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA) AG1393'STACK, BRICK ON CITY HOSPITAL, DAVIS ISLAND, TAMPA. AG1393 AG1393 STATION RECOVERY (1941) AG1393 AG1393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (KGC) AG1393'THE YELLOW BRICK STACK OF THE TAMPA MUNICIPAL HOSPITAL, ON AG1393'THE NE END OF DAVIS ISLANDS, ABOUT 100 FEET HIGH AND UNLIGHTED. AG1393 AG1393 STATION RECOVERY (1957) AG1393 AG1393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JEW) AG1393'STATION RECOVERED IN GOOD CONDITION. THE 1941 RECOVERY AG1393'NOTE IS ADEQUATE. THE STATION IS NOW KNOWN AS TAMPA GENERAL AG1393'HOSPITAL, STACK. AG1393 AG1393 STATION RECOVERY (1959) AG1393 AG1393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW) AG1393'THIS STATION WAS RECOVERED IN MARCH, 1959. IT IS LOCATED AG1393'AT TAMPA AT THE N END OF DAVIS ISLANDS, 200 YD. E OF THE AG1393'S END OF THE BRIDGE LEADING TO THE ISLANDS. IT IS THE BRICK AG1393'STACK AT THE E END OF THE TAMPA GENERAL HOSPITAL. AG1393 AG1393 STATION RECOVERY (1997) AG1393 AG1393'RECOVERY NOTE BY US POWER SQUADRON 1997 AG1393'RECOVERED IN GOOD CONDITION. AG1393 AG1393 STATION RECOVERY (2002) AG1393 AG1393'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH) AG1393'RECOVERED IN GOOD CONDITION. AG1393 AG1393 STATION RECOVERY (2003) AG1393 AG1393'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG1393'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG1383 *********************************************************************** AG1383 DESIGNATION - TAMPA FIRST BAP CH DOME AG1383 PID - AG1383 AG1383 STATE/COUNTY- FL/HILLSBOROUGH AG1383 USGS QUAD - TAMPA (1995) AG1383 AG1383 *CURRENT SURVEY CONTROL AG1383 ___________________________________________________________________ AG1383* NAD 83(1990)- 27 56 44.43376(N) 082 27 46.63157(W) ADJUSTED AG1383* NAVD 88 - AG1383 ___________________________________________________________________ AG1383 LAPLACE CORR- -1.32 (seconds) DEFLEC99 AG1383 GEOID HEIGHT- -24.89 (meters) GEOID99 AG1383 AG1383 HORZ ORDER - THIRD AG1383 AG1383.The horizontal coordinates were established by classical geodetic methods AG1383.and adjusted by the National Geodetic Survey in May 1991. AG1383 AG1383 AG1383.The Laplace correction was computed from DEFLEC99 derived deflections. AG1383 AG1383.The geoid height was determined by GEOID99. AG1383 AG1383; North East Units Scale Converg. AG1383;SPC FL W - 400,275.468 154,442.641 MT 0.99996678 -0 13 01.1 AG1383;UTM 17 - 3,092,045.845 356,077.844 MT 0.99985566 -0 41 08.5 AG1383 AG1383 SUPERSEDED SURVEY CONTROL AG1383 AG1383 NAD 83(1986)- 27 56 44.43858(N) 082 27 46.64430(W) AD( ) 4 AG1383 NAD 27 - 27 56 43.35860(N) 082 27 47.30244(W) AD( ) 3 AG1383 AG1383.Superseded values are not recommended for survey control. AG1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1383.See file dsdata.txt to determine how the superseded data were derived. AG1383 AG1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5607892046(NAD 83) AG1383_MARKER: 87 = DOME AG1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG1383+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002 AG1383 AG1383 HISTORY - Date Condition Report By AG1383 HISTORY - 1934 FIRST OBSERVED CGS AG1383 HISTORY - 1941 GOOD CGS AG1383 HISTORY - 1959 GOOD CGS AG1383 HISTORY - 20020802 GOOD USPSQD AG1383 HISTORY - 20031004 GOOD USPSQD AG1383 AG1383 STATION DESCRIPTION AG1383 AG1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA) AG1383'DOME, FIRST BAPTIST CHURCH, PLANT AVENUE, AND LAFAYETTE STREET, AG1383'TAMPA. AG1383 AG1383 STATION RECOVERY (1941) AG1383 AG1383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (KGC) AG1383'THE STATION IS THE TOP OF A SMALL DOME OVER AN OBSERVATION TOWER AG1383'OF THE FIRST BAPTIST CHURCH, LOCATED AT PLANT AVENUE AND AG1383'LAFAYETTE STREET, TAMPA, FLORIDA. IT IS ABOUT 90 FEET HIGH AG1383'AND UNLIGHTED. AG1383 AG1383 STATION RECOVERY (1959) AG1383 AG1383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW) AG1383'THIS STATION WAS RECOVERED IN MARCH, 1959. IT IS LOCATED AG1383'AT TAMPA AT THE SW CORNER OF THE JUNCTION OF LAFAYETTE STREET AG1383'AND PLANT AVENUE. IT IS THE CENTER OF THE TOP OF THE DOME AG1383'OF THE FIRST BAPTIST CHURCH. AG1383 AG1383 STATION RECOVERY (2002) AG1383 AG1383'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH) AG1383'LAFAYETTE STREET IS NOW KENNEDY BLVD (HWY 60). AG1383 AG1383 STATION RECOVERY (2003) AG1383 AG1383'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG1383'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG1450 *********************************************************************** AG1450 DESIGNATION - TAMPA FIRST PRESB CHURCH SPIRE AG1450 PID - AG1450 AG1450 STATE/COUNTY- FL/HILLSBOROUGH AG1450 USGS QUAD - TAMPA (1995) AG1450 AG1450 *CURRENT SURVEY CONTROL AG1450 ___________________________________________________________________ AG1450* NAD 83(1990)- 27 57 01.98806(N) 082 27 27.12951(W) ADJUSTED AG1450* NAVD 88 - AG1450 ___________________________________________________________________ AG1450 LAPLACE CORR- -1.32 (seconds) DEFLEC99 AG1450 GEOID HEIGHT- -24.90 (meters) GEOID99 AG1450 AG1450 HORZ ORDER - THIRD AG1450 AG1450.The horizontal coordinates were established by classical geodetic methods AG1450.and adjusted by the National Geodetic Survey in May 1991. AG1450 AG1450 AG1450.The Laplace correction was computed from DEFLEC99 derived deflections. AG1450 AG1450.The geoid height was determined by GEOID99. AG1450 AG1450; North East Units Scale Converg. AG1450;SPC FL W - 400,813.812 154,977.758 MT 0.99996619 -0 12 52.0 AG1450;UTM 17 - 3,092,579.733 356,617.288 MT 0.99985375 -0 40 59.8 AG1450 AG1450 SUPERSEDED SURVEY CONTROL AG1450 AG1450 NAD 83(1986)- 27 57 01.99128(N) 082 27 27.14068(W) AD( ) 4 AG1450 NAD 27 - 27 57 00.90700(N) 082 27 27.80300(W) AD( ) 3 AG1450 AG1450.Superseded values are not recommended for survey control. AG1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1450.See file dsdata.txt to determine how the superseded data were derived. AG1450 AG1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5661792580(NAD 83) AG1450_MARKER: 90 = CHURCH SPIRE AG1450 AG1450 HISTORY - Date Condition Report By AG1450 HISTORY - 1908 FIRST OBSERVED CGS AG1450 HISTORY - 1941 SEE DESCRIPTION CGS AG1450 HISTORY - 1959 GOOD CGS AG1450 HISTORY - 20031004 GOOD USPSQD AG1450 AG1450 STATION DESCRIPTION AG1450 AG1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KGC) AG1450'THE SPIRE OF THE FIRST PRESBYTERIAN CHURCH, AT THE NW CORNER AG1450'OF THE INTERSECTION OF MARION AND ZACK STREETS, PAINTED WHITE, AG1450'AND IS ABOUT 80 FEET HIGH AND UNLIGHTED. AG1450' AG1450'NOTE--THE SPIRE MAY HAVE BEEN REBUILT SINCE 1908, SO CAUTION AG1450'SHOULD BE USED UNTIL VERIFIED. AG1450' AG1450'THE POSITION AS DETERMINED BY THE MAIN RADIAL PLOT DOES NOT AG1450'VERIFY THE GEOGRAPHIC POSITION OF 1908. STATION LOST. AG1450 AG1450 STATION RECOVERY (1959) AG1450 AG1450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW) AG1450'THIS STATION WAS RECOVERED IN DECEMER 1958. IT IS LOCATED AG1450'AT TAMPA, AT THE NW CORNER OF THE INTERSECTION OF MARION STREET AG1450'AND ZACK STREET, THE CROSS ON TOP OF THE SPIRE OF THE FIRST AG1450'PRESBYTERIAN CHURCH. AG1450 AG1450 STATION RECOVERY (2003) AG1450 AG1450'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG1450'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG1381 *********************************************************************** AG1381 DESIGNATION - TAMPA GARCIA BROS TANK AG1381 PID - AG1381 AG1381 STATE/COUNTY- FL/HILLSBOROUGH AG1381 USGS QUAD - TAMPA (1995) AG1381 AG1381 *CURRENT SURVEY CONTROL AG1381 ___________________________________________________________________ AG1381* NAD 83(1990)- 27 58 04.88427(N) 082 26 31.86074(W) ADJUSTED AG1381* NAVD 88 - AG1381 ___________________________________________________________________ AG1381 LAPLACE CORR- -1.38 (seconds) DEFLEC99 AG1381 GEOID HEIGHT- -24.95 (meters) GEOID99 AG1381 AG1381 HORZ ORDER - THIRD AG1381 AG1381.The horizontal coordinates were established by classical geodetic methods AG1381.and adjusted by the National Geodetic Survey in May 1991. AG1381 AG1381 AG1381.The Laplace correction was computed from DEFLEC99 derived deflections. AG1381 AG1381.The geoid height was determined by GEOID99. AG1381 AG1381; North East Units Scale Converg. AG1381;SPC FL W - 402,744.305 156,495.484 MT 0.99996453 -0 12 26.6 AG1381;UTM 17 - 3,094,497.520 358,150.589 MT 0.99984835 -0 40 35.3 AG1381 AG1381 SUPERSEDED SURVEY CONTROL AG1381 AG1381 NAD 83(1986)- 27 58 04.88985(N) 082 26 31.87194(W) AD( ) 4 AG1381 NAD 27 - 27 58 03.81267(N) 082 26 32.53664(W) AD( ) 3 AG1381 AG1381.Superseded values are not recommended for survey control. AG1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1381.See file dsdata.txt to determine how the superseded data were derived. AG1381 AG1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5815194498(NAD 83) AG1381_MARKER: 51 = TANK AG1381 AG1381 HISTORY - Date Condition Report By AG1381 HISTORY - 1934 FIRST OBSERVED CGS AG1381 HISTORY - 1941 GOOD CGS AG1381 HISTORY - 1957 GOOD CGS AG1381 HISTORY - 1958 GOOD CGS AG1381 HISTORY - 20030913 GOOD USPSQD AG1381 AG1381 STATION DESCRIPTION AG1381 AG1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA) AG1381'WATER TANK, BLACK, STEEL, ON BUILDING GARCIA AND BROTHERS, AG1381'16TH STREET AND 18TH AVENUE, TAMPA. AG1381 AG1381 STATION RECOVERY (1941) AG1381 AG1381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (KGC) AG1381'WATER TANK IS PAINTED BLACK, MADE OF STEEL AND IS ABOUT 80 FEET AG1381'HIGH. IT IS LOCATED AT THE S SIDE OF THE BUILDING OF GARCIA AG1381'AND BROTHERS. THE FACTORY IS LOCATED AT 2808 - 16TH STREET, AG1381'TAMPA, FLORIDA. PAINTED ON THE TANK IN ALUMINUM IS THE FOLLOWING, AG1381'PERFECTO GARCIA AND BROS. IT IS UNLIGHTED. AG1381 AG1381 STATION RECOVERY (1957) AG1381 AG1381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JEW) AG1381'STATION RECOVERED IN GOOD CONDITION. TANK WAS VERIFIED BY AG1381'MR. GARCIA AS BEING THE ORIGINAL TANK. REVISED DESCRIPTION AG1381'FOLLOWS-- AG1381' AG1381'LOCATED IN TAMPA, AT 2808 SIXTEENTH STREET, AT THE HAVANA AG1381'CIGAR CO. THE STATION IS THE BLACK WATER TANK ATOP THE S WING AG1381'OF THE BUILDING. THE TANK IS APPROXIMATELY 120 FT. HIGH AND HAS AG1381'THE WORDS PERFECTO GARCIA PAINTED ON THE SIDES. AG1381 AG1381 STATION RECOVERY (1958) AG1381 AG1381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW) AG1381'THIS STATION WAS RECOVERED IN MAY, 1958. IT IS LOCATED AT THE AG1381'SW CORNER OF THE INTERSECTION OF SIXTEENTH STREET AND EIGHTEENTH AG1381'AVENUE AT TAMPA. IT IS THE CENTER OF THE TOP OF A BLACK STEEL AG1381'WATER TANK AT THE PERFECTO GARCIA AND BROTHERS CIGAR COMPANY AG1381'FACTORY NO. 222. AG1381 AG1381 STATION RECOVERY (2003) AG1381 AG1381'RECOVERY NOTE BY US POWER SQUADRON 2003 (RAH) AG1381'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7539 *********************************************************************** AG7539 TIDAL BM - This is a Tidal Bench Mark. AG7539 DESIGNATION - TH 110 USE AG7539 PID - AG7539 AG7539 STATE/COUNTY- FL/HILLSBOROUGH AG7539 USGS QUAD - GIBSONTON (1987) AG7539 AG7539 *CURRENT SURVEY CONTROL AG7539 ___________________________________________________________________ AG7539* NAD 83(1986)- 27 49 23. (N) 082 29 04. (W) SCALED AG7539* NAVD 88 - 1.373 (meters) 4.50 (feet) ADJUSTED AG7539 ___________________________________________________________________ AG7539 GEOID HEIGHT- -24.73 (meters) GEOID99 AG7539 DYNAMIC HT - 1.371 (meters) 4.50 (feet) COMP AG7539 MODELED GRAV- 979,173.9 (mgal) NAVD 88 AG7539 AG7539 VERT ORDER - SECOND CLASS I AG7539 AG7539.This mark is at Mac Dill Afb Airport (MCF) AG7539 AG7539.The horizontal coordinates were scaled from a topographic map and have AG7539.an estimated accuracy of +/- 6 seconds. AG7539 AG7539.The orthometric height was determined by differential leveling AG7539.and adjusted by the National Geodetic Survey in June 1991. AG7539 AG7539.This Tidal Bench Mark is designated as VM 6575 AG7539.by the Center for Operational Oceanographic Products and Services. AG7539 AG7539.The geoid height was determined by GEOID99. AG7539 AG7539.The dynamic height is computed by dividing the NAVD 88 AG7539.geopotential number by the normal gravity value computed on the AG7539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7539.degrees latitude (g = 980.6199 gals.). AG7539 AG7539.The modeled gravity was interpolated from observed gravity values. AG7539 AG7539; North East Units Estimated Accuracy AG7539;SPC FL W - 386,700. 152,270. MT (+/- 180 meters Scaled) AG7539 AG7539 SUPERSEDED SURVEY CONTROL AG7539 AG7539 NGVD 29 (??/??/92) 1.638 (m) 5.37 (f) ADJ UNCH 2 1 AG7539 AG7539.Superseded values are not recommended for survey control. AG7539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7539.See file dsdata.txt to determine how the superseded data were derived. AG7539 AG7539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL537784(NAD 83) AG7539_MARKER: DB = BENCH MARK DISK AG7539_SETTING: 32 = CONCRETE BULKHEAD AG7539_STAMPING: TH 110 1975 AG7539_MARK LOGO: USE AG7539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7539+STABILITY: SURFACE MOTION AG7539 AG7539 HISTORY - Date Condition Report By AG7539 HISTORY - 1975 MONUMENTED USE AG7539 HISTORY - 1982 GOOD FLDNR AG7539 HISTORY - 1990 GOOD USPSQD AG7539 HISTORY - 19990321 GOOD USPSQD AG7539 HISTORY - 20030921 GOOD USPSQD AG7539 AG7539 STATION DESCRIPTION AG7539 AG7539'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7539'IN TAMPA. AG7539'THE MARK IS AT MACDILL AIR FORCE BASE, AT THE BASE MARINA (BUILDING AG7539'663), 77.5 FEET NORTH OF THE NORTHEAST CORNER OF THE BUILDING, AND AG7539'118 FEET SOUTH-SOUTHEAST OF THE NORTHWEST CORNER OF THE BOAT BASIN. AG7539 AG7539 STATION RECOVERY (1990) AG7539 AG7539'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM) AG7539'RECOVERED IN GOOD CONDITION. AG7539 AG7539 STATION RECOVERY (1999) AG7539 AG7539'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7539'RECOVERED IN GOOD CONDITION. AG7539 AG7539 STATION RECOVERY (2003) AG7539 AG7539'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG7539'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG9394 *********************************************************************** AG9394 TIDAL BM - This is a Tidal Bench Mark. AG9394 DESIGNATION - THL 101 A AG9394 PID - AG9394 AG9394 STATE/COUNTY- FL/HILLSBOROUGH AG9394 USGS QUAD - TAMPA (1995) AG9394 AG9394 *CURRENT SURVEY CONTROL AG9394 ___________________________________________________________________ AG9394* NAD 83(1986)- 27 56 29. (N) 082 27 33. (W) SCALED AG9394* NAVD 88 - 4.025 (meters) 13.21 (feet) ADJUSTED AG9394 ___________________________________________________________________ AG9394 GEOID HEIGHT- -24.89 (meters) GEOID99 AG9394 DYNAMIC HT - 4.019 (meters) 13.19 (feet) COMP AG9394 MODELED GRAV- 979,186.5 (mgal) NAVD 88 AG9394 AG9394 VERT ORDER - SECOND CLASS I AG9394 AG9394.The horizontal coordinates were scaled from a topographic map and have AG9394.an estimated accuracy of +/- 6 seconds. AG9394 AG9394.The orthometric height was determined by differential leveling AG9394.and adjusted by the National Geodetic Survey in March 1995. AG9394 AG9394.This Tidal Bench Mark is designated as VM 7516 AG9394.by the Center for Operational Oceanographic Products and Services. AG9394 AG9394.The geoid height was determined by GEOID99. AG9394 AG9394.The dynamic height is computed by dividing the NAVD 88 AG9394.geopotential number by the normal gravity value computed on the AG9394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG9394.degrees latitude (g = 980.6199 gals.). AG9394 AG9394.The modeled gravity was interpolated from observed gravity values. AG9394 AG9394; North East Units Estimated Accuracy AG9394;SPC FL W - 399,800. 154,810. MT (+/- 180 meters Scaled) AG9394 AG9394 SUPERSEDED SURVEY CONTROL AG9394 AG9394.No superseded survey control is available for this station. AG9394 AG9394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL564915(NAD 83) AG9394_MARKER: DE = TRAVERSE STATION DISK AG9394_SETTING: 31 = BRIDGE CURB APRON AG9394_STAMPING: 101 A THL 1950 JACKSONVILLE AG9394_MARK LOGO: USE AG9394_MAGNETIC: N = NO MAGNETIC MATERIAL AG9394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG9394_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG9394+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1990 AG9394 AG9394 HISTORY - Date Condition Report By AG9394 HISTORY - 1950 MONUMENTED USE AG9394 HISTORY - 19900407 GOOD FLDNR AG9394 HISTORY - 20030920 GOOD USPSQD AG9394 AG9394 STATION DESCRIPTION AG9394 AG9394'DESCRIBED BY FL DEPT OF NAT RES 1990 AG9394'THE BENCH MARK IS LOCATED DOWNTOWN TAMPA ON THE PLATT STREET DRAW AG9394'BRIDGE OVER THE HILLSBOROUGH RIVER, HILLSBOROUGH COUNTY FL. TO REACH AG9394'THE MARK FROM THE INTERSECTION OF BAYSHORE BLVD AND PLATT STREET AG9394'PROCEED EAST 140 FT (42.67 M) ON TO THE PLATT STREET BRIDGE TO THE AG9394'MARK IN THE SIDEWALK ON THE SOUTH SIDE OF THE BRIDGE. THE MARK IS AG9394'LOCATED 140 FT (42.67 M) EAST OF THE CENTERLINE OF BAYSHORE BLVD, AG9394'23.5 FT (7.16 M) SOUTH OF THE CENTERLINE OF THE PLATT STREET BRIDGE AG9394'AND 2.3 FT (0.70 M) SOUTH OF THE SOUTH CURB OF THE PLATT STREET AG9394'BRIDGE. AG9394 AG9394 STATION RECOVERY (2003) AG9394 AG9394'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG9394'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG9395 *********************************************************************** AG9395 TIDAL BM - This is a Tidal Bench Mark. AG9395 DESIGNATION - THL 13 A AG9395 PID - AG9395 AG9395 STATE/COUNTY- FL/HILLSBOROUGH AG9395 USGS QUAD - TAMPA (1995) AG9395 AG9395 *CURRENT SURVEY CONTROL AG9395 ___________________________________________________________________ AG9395* NAD 83(1986)- 27 56 30. (N) 082 27 28. (W) SCALED AG9395* NAVD 88 - 5.278 (meters) 17.32 (feet) ADJUSTED AG9395 ___________________________________________________________________ AG9395 GEOID HEIGHT- -24.89 (meters) GEOID99 AG9395 DYNAMIC HT - 5.270 (meters) 17.29 (feet) COMP AG9395 MODELED GRAV- 979,186.5 (mgal) NAVD 88 AG9395 AG9395 VERT ORDER - SECOND CLASS I AG9395 AG9395.The horizontal coordinates were scaled from a topographic map and have AG9395.an estimated accuracy of +/- 6 seconds. AG9395 AG9395.The orthometric height was determined by differential leveling AG9395.and adjusted by the National Geodetic Survey in March 1995. AG9395 AG9395.This Tidal Bench Mark is designated as VM 7519 AG9395.by the Center for Operational Oceanographic Products and Services. AG9395 AG9395.The geoid height was determined by GEOID99. AG9395 AG9395.The dynamic height is computed by dividing the NAVD 88 AG9395.geopotential number by the normal gravity value computed on the AG9395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG9395.degrees latitude (g = 980.6199 gals.). AG9395 AG9395.The modeled gravity was interpolated from observed gravity values. AG9395 AG9395; North East Units Estimated Accuracy AG9395;SPC FL W - 399,830. 154,950. MT (+/- 180 meters Scaled) AG9395 AG9395 SUPERSEDED SURVEY CONTROL AG9395 AG9395.No superseded survey control is available for this station. AG9395 AG9395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL565915(NAD 83) AG9395_MARKER: DB = BENCH MARK DISK AG9395_SETTING: 31 = BRIDGE SIDEWALK AG9395_STAMPING: THL 13 A 1950 JACKSONVILLE AG9395_MARK LOGO: USE AG9395_MAGNETIC: N = NO MAGNETIC MATERIAL AG9395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG9395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG9395+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1990 AG9395 AG9395 HISTORY - Date Condition Report By AG9395 HISTORY - 1950 MONUMENTED USE AG9395 HISTORY - 19900630 GOOD FLDNR AG9395 HISTORY - 20030920 GOOD USPSQD AG9395 AG9395 STATION DESCRIPTION AG9395 AG9395'DESCRIBED BY FL DEPT OF NAT RES 1990 AG9395'THE BENCH MARK IS LOCATED IN DOWNTOWN TAMPA ON THE PLATT STREET AG9395'BRIDGE OVER THE HILLSBOROUGH RIVER, HILLSBOROUGH CO FL. TO REACH THE AG9395'MARK FROM THE INTERSECTION OF BAYSHORE BLVD AND PLATT STREET PROCEED AG9395'EAST ONTO THE PLATT STREET BRIDGE 467 FT (142.34 M) TO THE MARK IN AG9395'THE SIDEWALK, ON THE RIGHT, AT THE SOUTHEAST CORNER OF THE BRIDGE. AG9395'THE MARK IS LOCATED IN THE SOUTHERN SIDEWALK, 467 FT (142.34 M) FROM AG9395'THE INTERSECTION OF PLATT STREET AND BAYSHORE BLVD, 80.5 FT (24.54 M) AG9395'SOUTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE TENDERS HOUSE, AND AG9395'77.0 FT (23.47 M) WEST OF THE EASTERN MOST LIGHT POLE. AG9395 AG9395 STATION RECOVERY (2003) AG9395 AG9395'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM) AG9395'RECOVERED IN GOOD CONDITION.