1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7407 *********************************************************************** AG7407 TIDAL BM - This is a Tidal Bench Mark. AG7407 DESIGNATION - 872 6486 E TIDAL FLDNR AG7407 PID - AG7407 AG7407 STATE/COUNTY- FL/PINELLAS AG7407 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG7407 AG7407 *CURRENT SURVEY CONTROL AG7407 ___________________________________________________________________ AG7407* NAD 83(1986)- 27 44 27. (N) 082 42 23. (W) SCALED AG7407* NAVD 88 - 3.848 (meters) 12.62 (feet) ADJUSTED AG7407 ___________________________________________________________________ AG7407 GEOID HEIGHT- -24.26 (meters) GEOID99 AG7407 DYNAMIC HT - 3.842 (meters) 12.61 (feet) COMP AG7407 MODELED GRAV- 979,172.8 (mgal) NAVD 88 AG7407 AG7407 VERT ORDER - SECOND CLASS I AG7407 AG7407.The horizontal coordinates were scaled from a topographic map and have AG7407.an estimated accuracy of +/- 6 seconds. AG7407 AG7407.The orthometric height was determined by differential leveling AG7407.and adjusted by the National Geodetic Survey in June 1991. AG7407 AG7407.This Tidal Bench Mark is designated as VM 6531 AG7407.by the Center for Operational Oceanographic Products and Services. AG7407 AG7407.The geoid height was determined by GEOID99. AG7407 AG7407.The dynamic height is computed by dividing the NAVD 88 AG7407.geopotential number by the normal gravity value computed on the AG7407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7407.degrees latitude (g = 980.6199 gals.). AG7407 AG7407.The modeled gravity was interpolated from observed gravity values. AG7407 AG7407; North East Units Estimated Accuracy AG7407;SPC FL W - 377,690. 130,360. MT (+/- 180 meters Scaled) AG7407 AG7407 SUPERSEDED SURVEY CONTROL AG7407 AG7407 NGVD 29 (??/??/92) 4.121 (m) 13.52 (f) ADJ UNCH 2 1 AG7407 AG7407.Superseded values are not recommended for survey control. AG7407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7407.See file dsdata.txt to determine how the superseded data were derived. AG7407 AG7407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL318696(NAD 83) AG7407_MARKER: DJ = TIDAL STATION DISK AG7407_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AG7407_STAMPING: 6486 E 1982 AG7407_MARK LOGO: FLDNR AG7407_PROJECTION: FLUSH AG7407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG7407_ROD/PIPE-DEPTH: 12.2 meters AG7407 AG7407 HISTORY - Date Condition Report By AG7407 HISTORY - 1982 MONUMENTED FLDNR AG7407 HISTORY - 19980112 POOR USPSQD AG7407 HISTORY - 20030709 MARK NOT FOUND USPSQD AG7407 AG7407 STATION DESCRIPTION AG7407 AG7407'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7407'IN GULFPORT. AG7407'THE MARK IS IN GULFPORT AT THE INTERSECTION OF 29TH AVENUE SOUTH AG7407'AND 54TH STREET. THE MARK BEARS 18.75 FEET EAST OF THE CENTERLINE AG7407'OF 54TH STREET, 28.0 FEET SOUTH OF THE CENTERLINE OF 29TH AVENUE AG7407'SOUTH, AND 3.5 FEET SOUTHWEST OF A POWER POLE. THE DISK IS A AG7407'FLORIDA TIDAL BENCH MARK. AG7407'THE MARK IS 1.3 FT N FROM A WITNESS POST. AG7407'THE MARK IS ABOVE LEVEL WITH ROAD. AG7407 AG7407 STATION RECOVERY (1998) AG7407 AG7407'RECOVERY NOTE BY US POWER SQUADRON 1998 AG7407'MARK RECOVERED IN POOR CONDITION. AG7407 AG7407 STATION RECOVERY (2003) AG7407 AG7407'RECOVERY NOTE BY US POWER SQUADRON 2003 (LG) AG7407'FOUND A 4 INCH DIAMETER CERAMIC PIPE WITH TOP SHEARED OFF IN MARKER AG7407'LOCATION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7408 *********************************************************************** AG7408 TIDAL BM - This is a Tidal Bench Mark. AG7408 DESIGNATION - 872 6486 F TIDAL FLDNR AG7408 PID - AG7408 AG7408 STATE/COUNTY- FL/PINELLAS AG7408 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG7408 AG7408 *CURRENT SURVEY CONTROL AG7408 ___________________________________________________________________ AG7408* NAD 83(1986)- 27 44 36. (N) 082 42 23. (W) SCALED AG7408* NAVD 88 - 4.320 (meters) 14.17 (feet) ADJUSTED AG7408 ___________________________________________________________________ AG7408 GEOID HEIGHT- -24.27 (meters) GEOID99 AG7408 DYNAMIC HT - 4.314 (meters) 14.15 (feet) COMP AG7408 MODELED GRAV- 979,173.1 (mgal) NAVD 88 AG7408 AG7408 VERT ORDER - SECOND CLASS I AG7408 AG7408.The horizontal coordinates were scaled from a topographic map and have AG7408.an estimated accuracy of +/- 6 seconds. AG7408 AG7408.The orthometric height was determined by differential leveling AG7408.and adjusted by the National Geodetic Survey in June 1991. AG7408 AG7408.This Tidal Bench Mark is designated as VM 6532 AG7408.by the Center for Operational Oceanographic Products and Services. AG7408 AG7408.The geoid height was determined by GEOID99. AG7408 AG7408.The dynamic height is computed by dividing the NAVD 88 AG7408.geopotential number by the normal gravity value computed on the AG7408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7408.degrees latitude (g = 980.6199 gals.). AG7408 AG7408.The modeled gravity was interpolated from observed gravity values. AG7408 AG7408; North East Units Estimated Accuracy AG7408;SPC FL W - 377,970. 130,360. MT (+/- 180 meters Scaled) AG7408 AG7408 SUPERSEDED SURVEY CONTROL AG7408 AG7408 NGVD 29 (??/??/92) 4.593 (m) 15.07 (f) ADJ UNCH 2 1 AG7408 AG7408.Superseded values are not recommended for survey control. AG7408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7408.See file dsdata.txt to determine how the superseded data were derived. AG7408 AG7408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL318699(NAD 83) AG7408_MARKER: DJ = TIDAL STATION DISK AG7408_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AG7408_STAMPING: 6486 F 1982 AG7408_MARK LOGO: FLDNR AG7408_PROJECTION: PROJECTING 8 CENTIMETERS AG7408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG7408_ROD/PIPE-DEPTH: 13.4 meters AG7408 AG7408 HISTORY - Date Condition Report By AG7408 HISTORY - 1982 MONUMENTED FLDNR AG7408 HISTORY - 19980112 GOOD USPSQD AG7408 HISTORY - 20030709 MARK NOT FOUND USPSQD AG7408 AG7408 STATION DESCRIPTION AG7408 AG7408'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7408'IN GULFPORT. AG7408'THE MARK IS IN GULFPORT AT THE INTERSECTION OF 27TH AVENUE SOUTH AG7408'AND 54TH STREET. THE MARK BEARS 18.0 FEET WEST OF THE CENTERLINE AG7408'OF 54TH STREET, 23.0 FEET SOUTH OF THE CENTERLINE OF 27TH AVENUE AG7408'SOUTH, 43.0 FEET WEST OF POWER POLE 126752 WITH STREET LIGHT, AG7408'AND 110.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE GULFPORT AG7408'PRESBYTERIAN CHURCH. THE DISK IS A FLORIDA TIDAL BENCH MARK. AG7408'THE MARK IS 1.8 FT E FROM A WITNESS POST. AG7408'THE MARK IS ABOVE LEVEL WITH ROAD. AG7408 AG7408 STATION RECOVERY (1998) AG7408 AG7408'RECOVERY NOTE BY US POWER SQUADRON 1998 AG7408'RECOVERED IN GOOD CONDITION. AG7408 AG7408 STATION RECOVERY (2003) AG7408 AG7408'RECOVERY NOTE BY US POWER SQUADRON 2003 (LG) AG7408'FOUND A SHEARED OFF 4 INCH DIAMETER PIPE IN MARKER LOCATION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7409 *********************************************************************** AG7409 TIDAL BM - This is a Tidal Bench Mark. AG7409 DESIGNATION - 872 6486 G TIDAL FLDNR AG7409 PID - AG7409 AG7409 STATE/COUNTY- FL/PINELLAS AG7409 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG7409 AG7409 *CURRENT SURVEY CONTROL AG7409 ___________________________________________________________________ AG7409* NAD 83(1986)- 27 44 46. (N) 082 42 23. (W) SCALED AG7409* NAVD 88 - 3.933 (meters) 12.90 (feet) ADJUSTED AG7409 ___________________________________________________________________ AG7409 GEOID HEIGHT- -24.27 (meters) GEOID99 AG7409 DYNAMIC HT - 3.927 (meters) 12.88 (feet) COMP AG7409 MODELED GRAV- 979,173.3 (mgal) NAVD 88 AG7409 AG7409 VERT ORDER - SECOND CLASS I AG7409 AG7409.The horizontal coordinates were scaled from a topographic map and have AG7409.an estimated accuracy of +/- 6 seconds. AG7409 AG7409.The orthometric height was determined by differential leveling AG7409.and adjusted by the National Geodetic Survey in June 1991. AG7409 AG7409.This Tidal Bench Mark is designated as VM 6533 AG7409.by the Center for Operational Oceanographic Products and Services. AG7409 AG7409.The geoid height was determined by GEOID99. AG7409 AG7409.The dynamic height is computed by dividing the NAVD 88 AG7409.geopotential number by the normal gravity value computed on the AG7409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7409.degrees latitude (g = 980.6199 gals.). AG7409 AG7409.The modeled gravity was interpolated from observed gravity values. AG7409 AG7409; North East Units Estimated Accuracy AG7409;SPC FL W - 378,280. 130,360. MT (+/- 180 meters Scaled) AG7409 AG7409 SUPERSEDED SURVEY CONTROL AG7409 AG7409 NGVD 29 (??/??/92) 4.206 (m) 13.80 (f) ADJ UNCH 2 1 AG7409 AG7409.Superseded values are not recommended for survey control. AG7409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7409.See file dsdata.txt to determine how the superseded data were derived. AG7409 AG7409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL318702(NAD 83) AG7409_MARKER: DJ = TIDAL STATION DISK AG7409_SETTING: 30 = CONCRETE BOX DRAIN AG7409_STAMPING: 6486 G 1982 AG7409_MARK LOGO: FLDNR AG7409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7409 AG7409 HISTORY - Date Condition Report By AG7409 HISTORY - 1982 MONUMENTED FLDNR AG7409 HISTORY - 19980112 GOOD USPSQD AG7409 HISTORY - 20030709 MARK NOT FOUND USPSQD AG7409 AG7409 STATION DESCRIPTION AG7409 AG7409'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7409'IN GULFPORT. AG7409'THE MARK IS IN GULFPORT NEAR THE INTERSECTION OF 25TH AVENUE AG7409'SOUTH AND 54TH STREET. THE MARK BEARS 39.0 FEET WEST OF THE AG7409'CENTERLINE OF 54TH STREET, 20.7 FEET NORTH OF THE CENTERLINE OF AG7409'25TH AVENUE SOUTH, 16.5 FEET SOUTHWEST OF UNDERGROUND CABLE AG7409'MARKER 900, AND IS SET IN THE TOP OF THE NORTHWEST CORNER OF AG7409'A CONCRETE BOX DRAIN WITH AN IRON GRATE. THE MARK IS A AG7409'FLORIDA TIDAL BENCH MARK. AG7409'THE MARK IS 1.5 FT SE FROM A WITNESS POST. AG7409'THE MARK IS 2 FT BELOW ROAD. AG7409 AG7409 STATION RECOVERY (1998) AG7409 AG7409'RECOVERY NOTE BY US POWER SQUADRON 1998 AG7409'RECOVERED IN GOOD CONDITION. AG7409 AG7409 STATION RECOVERY (2003) AG7409 AG7409'RECOVERY NOTE BY US POWER SQUADRON 2003 (LG) AG7409'WITNESS POST GONE 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG6346 *********************************************************************** AG6346 TIDAL BM - This is a Tidal Bench Mark. AG6346 DESIGNATION - 872 6486 TIDAL 2 AG6346 PID - AG6346 AG6346 STATE/COUNTY- FL/PINELLAS AG6346 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG6346 AG6346 *CURRENT SURVEY CONTROL AG6346 ___________________________________________________________________ AG6346* NAD 83(1986)- 27 44 13. (N) 082 42 23. (W) SCALED AG6346* NAVD 88 - 1.317 (meters) 4.32 (feet) ADJUSTED AG6346 ___________________________________________________________________ AG6346 GEOID HEIGHT- -24.26 (meters) GEOID99 AG6346 DYNAMIC HT - 1.315 (meters) 4.31 (feet) COMP AG6346 MODELED GRAV- 979,172.4 (mgal) NAVD 88 AG6346 AG6346 VERT ORDER - FIRST CLASS II AG6346 AG6346.The horizontal coordinates were scaled from a topographic map and have AG6346.an estimated accuracy of +/- 6 seconds. AG6346 AG6346.The orthometric height was determined by differential leveling AG6346.and adjusted by the National Geodetic Survey in June 1991. AG6346 AG6346.This Tidal Bench Mark is designated as VM 6529 AG6346.by the Center for Operational Oceanographic Products and Services. AG6346 AG6346.The geoid height was determined by GEOID99. AG6346 AG6346.The dynamic height is computed by dividing the NAVD 88 AG6346.geopotential number by the normal gravity value computed on the AG6346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6346.degrees latitude (g = 980.6199 gals.). AG6346 AG6346.The modeled gravity was interpolated from observed gravity values. AG6346 AG6346; North East Units Estimated Accuracy AG6346;SPC FL W - 377,260. 130,350. MT (+/- 180 meters Scaled) AG6346 AG6346 SUPERSEDED SURVEY CONTROL AG6346 AG6346 NGVD 29 (??/??/92) 1.591 (m) 5.22 (f) ADJ UNCH 1 2 AG6346 AG6346.Superseded values are not recommended for survey control. AG6346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6346.See file dsdata.txt to determine how the superseded data were derived. AG6346 AG6346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL318692(NAD 83) AG6346_MARKER: DJ = TIDAL STATION DISK AG6346_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AG6346_STAMPING: NO 2 1952 AG6346_MARK LOGO: CGS AG6346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6346+STABILITY: SURFACE MOTION AG6346 AG6346 HISTORY - Date Condition Report By AG6346 HISTORY - 1952 MONUMENTED CGS AG6346 HISTORY - 1976 GOOD FLDT AG6346 HISTORY - 1982 GOOD FLDNR AG6346 HISTORY - 19910322 GOOD USPSQD AG6346 HISTORY - 19980112 GOOD USPSQD AG6346 HISTORY - 20030709 GOOD USPSQD AG6346 AG6346 STATION DESCRIPTION AG6346 AG6346'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG6346'AT GULFPORT. AG6346'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH AG6346'STREET SOUTH) AND PINELLAS BAYWAY (54TH AVENUE S./A19A), RUN AG6346'NORTHERLY ON U.S. 19 FOR 2.1 MILE TO THE INTERSECTION OF 22ND AG6346'AVENUE S., TURN LEFT ON 22ND AVE. S. AND RUN WESTERLY FOR 1.7 AG6346'MILE TO THE INTERSECTION OF 54TH STREET SOUTH. TURN LEFT AND AG6346'RUN SOUTH ALONG 54TH STREET S. FOR 0.75 MILE TO SHORE BLVD. AG6346'SOUTH. STATION TO THE SOUTH, ON CONCRETE FISHING PIER, 79.6 FT. AG6346'SOUTH OF THE CENTERLINE OF SHORE BLVD. SOUTH, 8.5 FT. EAST OF AG6346'THE CENTERLINE OF FISHING PIER, 14 FT. N/NE OF THE EAST CONCRETE AG6346'HANDRAIL, 0.5 FT. EAST OF THE EAST EDGE OF FISHING PIER. SET IN AG6346'TOP OF CONCRETE SEAWALL. SECTION 33, T31S, R16E. AG6346 AG6346 STATION RECOVERY (1982) AG6346 AG6346'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG6346'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE AG6346'EXCEPT THAT THE CONCRETE PIER IS GONE. THE ABUTMENT REMAINS AG6346'AND IS NOW PART OF A SEAWALL. THE MARK IS RECESSED IN THE AG6346'CONCRETE 4 INCHES. AG6346 AG6346 STATION RECOVERY (1991) AG6346 AG6346'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR) AG6346'RECOVERED IN GOOD CONDITION. AG6346 AG6346 STATION RECOVERY (1998) AG6346 AG6346'RECOVERY NOTE BY US POWER SQUADRON 1998 AG6346'RECOVERED IN GOOD CONDITION. AG6346 AG6346 STATION RECOVERY (2003) AG6346 AG6346'RECOVERY NOTE BY US POWER SQUADRON 2003 (LG) AG6346'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG7360 *********************************************************************** AG7360 DESIGNATION - MENORAH G RESET AG7360 PID - AG7360 AG7360 STATE/COUNTY- FL/PINELLAS AG7360 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG7360 AG7360 *CURRENT SURVEY CONTROL AG7360 ___________________________________________________________________ AG7360* NAD 83(1986)- 27 44 53. (N) 082 42 52. (W) SCALED AG7360* NAVD 88 - 3.22 (+/-2cm) 10.6 (feet) VERTCON AG7360 ___________________________________________________________________ AG7360 GEOID HEIGHT- -24.26 (meters) GEOID99 AG7360 AG7360 VERT ORDER - THIRD (See Below) AG7360 AG7360.The horizontal coordinates were scaled from a topographic map and have AG7360.an estimated accuracy of +/- 6 seconds. AG7360 AG7360.The NAVD 88 height was computed by applying the VERTCON shift value to AG7360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7360.The vertical order pertains to the superseded datum. AG7360 AG7360.The geoid height was determined by GEOID99. AG7360 AG7360; North East Units Estimated Accuracy AG7360;SPC FL W - 378,500. 129,570. MT (+/- 180 meters Scaled) AG7360 AG7360 SUPERSEDED SURVEY CONTROL AG7360 AG7360 NGVD 29 (03/12/03) 3.49 (m) 11.5 (f) RESET 3 AG7360 AG7360.Superseded values are not recommended for survey control. AG7360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7360.See file dsdata.txt to determine how the superseded data were derived. AG7360 AG7360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL310704(NAD 83) AG7360_MARKER: DB = BENCH MARK DISK AG7360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7360_STAMPING: MENORAH G AG7360_PROJECTION: FLUSH AG7360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7360+STABILITY: SURFACE MOTION AG7360 AG7360 HISTORY - Date Condition Report By AG7360 HISTORY - 1979 MONUMENTED FL-103 AG7360 HISTORY - 20030710 MARK NOT FOUND USPSQD AG7360 AG7360 STATION DESCRIPTION AG7360 AG7360'DESCRIBED BY PINELLAS COUNTY FLORIDA 1979 AG7360'IN GULFPORT. AG7360'2.1 MILES NORTHERLY ALONG U.S. HIGHWAY 19 FROM THE INTERSECTION AG7360'OF U.S. HIGHWAY 19 (34TH STREET SOUTH) AND PINELLAS BAYWAY (54TH AG7360'AVENUE AND ALT 19A) TO THE INTERSECTION OF 22ND AVENUE SOUTH, AG7360'THENCE 2.25 MILES SOUTH ON 22ND AVENUE SOUTH TO A T-JUNCTION AG7360'OF HORAN WAY SOUTH, 24.8 FEET SOUTH OF THE CENTERLINE OF AG7360'GULFPORT BLVD, 70.0 FEET EAST-NORTHEAST OF THE CENTERLINE OF AG7360'HORAN WAY SOUTH, 52.8 FEET NORTHWEST OF A 15-INCH PINE TREE, AG7360'18.9 FEET NORTH OF A 12-INCH PALM TREE, AND 15.2 FEET NORTH OF AG7360'A STRONGBACK NO 1A-27379R. AG7360 AG7360 STATION RECOVERY (2003) AG7360 AG7360'RECOVERY NOTE BY US POWER SQUADRON 2003 (LG) AG7360'NO PINE TREES OR STRONGBACK FOUND. MARKER MAY HAVE BEEN DESTROYED BY AG7360'WIDENING OF GULFPORT BOULEVARD. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG0682 *********************************************************************** AG0682 DESIGNATION - MENORAH H AG0682 PID - AG0682 AG0682 STATE/COUNTY- FL/PINELLAS AG0682 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG0682 AG0682 *CURRENT SURVEY CONTROL AG0682 ___________________________________________________________________ AG0682* NAD 83(1990)- 27 44 54.09825(N) 082 42 43.13451(W) ADJUSTED AG0682* NAVD 88 - 3.890 (meters) 12.76 (feet) ADJUSTED AG0682 ___________________________________________________________________ AG0682 LAPLACE CORR- -1.60 (seconds) DEFLEC99 AG0682 GEOID HEIGHT- -24.26 (meters) GEOID99 AG0682 DYNAMIC HT - 3.885 (meters) 12.75 (feet) COMP AG0682 MODELED GRAV- 979,173.7 (mgal) NAVD 88 AG0682 AG0682 HORZ ORDER - SECOND AG0682 VERT ORDER - SECOND CLASS II AG0682 AG0682.The horizontal coordinates were established by classical geodetic methods AG0682.and adjusted by the National Geodetic Survey in May 1991. AG0682 AG0682.The orthometric height was determined by differential leveling AG0682.and adjusted by the National Geodetic Survey in June 1991. AG0682 AG0682.The Laplace correction was computed from DEFLEC99 derived deflections. AG0682 AG0682.The geoid height was determined by GEOID99. AG0682 AG0682.The dynamic height is computed by dividing the NAVD 88 AG0682.geopotential number by the normal gravity value computed on the AG0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0682.degrees latitude (g = 980.6199 gals.). AG0682 AG0682.The modeled gravity was interpolated from observed gravity values. AG0682 AG0682; North East Units Scale Converg. AG0682;SPC FL W - 378,527.654 129,809.227 MT 1.00000197 -0 19 53.4 AG0682;UTM 17 - 3,070,501.383 331,269.901 MT 0.99995142 -0 47 50.2 AG0682 AG0682: Primary Azimuth Mark Grid Az AG0682:SPC FL W - MENORAH B AZ MK 1 359 04 39.0 AG0682:UTM 17 - MENORAH B AZ MK 1 359 32 35.8 AG0682 AG0682|---------------------------------------------------------------------| AG0682| PID Reference Object Distance Geod. Az | AG0682| dddmmss.s | AG0682| AG0681 MENORAH G 252.854 METERS 26622 | AG0682| AG7051 MENORAH B AZ MK 1 APPROX. 0.8 KM 3584445.6 | AG0682|---------------------------------------------------------------------| AG0682 AG0682 SUPERSEDED SURVEY CONTROL AG0682 AG0682 NAD 83(1986)- 27 44 54.10372(N) 082 42 43.14761(W) AD( ) 2 AG0682 NAD 27 - 27 44 53.00313(N) 082 42 43.78752(W) AD( ) 2 AG0682 NGVD 29 (??/??/92) 4.164 (m) 13.66 (f) ADJ UNCH 2 2 AG0682 AG0682.Superseded values are not recommended for survey control. AG0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0682.See file dsdata.txt to determine how the superseded data were derived. AG0682 AG0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3127070501(NAD 83) AG0682_MARKER: DD = SURVEY DISK AG0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0682_STAMPING: MENORAH H AG0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0682+STABILITY: SURFACE MOTION AG0682 AG0682 HISTORY - Date Condition Report By AG0682 HISTORY - 1975 MONUMENTED FL-103 AG0682 HISTORY - 1976 GOOD FLDT AG0682 HISTORY - 1983 GOOD USPSQD AG0682 HISTORY - 20030710 MARK NOT FOUND USPSQD AG0682 AG0682 STATION DESCRIPTION AG0682 AG0682'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0682'THE STATION IS LOCATED IN THE WEST CENTRAL PORTION OF THE CITY OF AG0682'GULFPORT, .40 MILE NORTHEAST OF BOCA CIEGA BAY, IN SECTION 28, AG0682'TOWNSHIP 31 SOUTH, RANGE 16 EAST. AG0682' AG0682'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 (34 STREET) AND AG0682'22 AVENUE SOUTH (ALSO KNOWN AS LAKEVIEW AVENUE AND GULFPORT AG0682'BOULEVARD SOUTH), GO WEST ON 22 AVENUE SOUTH FOR 2.0 MILES TO THE AG0682'INTERSECTION OF 58 STREET SOUTH (DE SOTO AVENUE). STATION IS IN AG0682'THE NORTHEAST CORNER OF THE INTERSECTION AS DESCRIBED. AG0682' AG0682'BRONZE DISK STAMPED MENORAH H SET IN TOP OF A 12 INCH DIAMETER AG0682'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0682' AG0682'IT IS 39.7 FEET NORTH OF CENTER OF GULFPORT BOULEVARD SOUTH, 34.5 AG0682'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE LUSE APARTMENTS, AG0682'20.4 FEET EAST OF CENTER OF 58 STREET SOUTH, 19.9 FEET SOUTHWEST AG0682'OF A 24 INCH SILK OAK TREE. AG0682' AG0682'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0682 AG0682 STATION RECOVERY (1976) AG0682 AG0682'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0682'AT GULFPORT. AG0682'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH AG0682'STREET SOUTH) AND PINELLAS BAYWAY (54TH AVENUE S./A19A), RUN AG0682'NORTHERLY ON U.S. 19 FOR 2.1 MILE TO THE INTERSECTION OF 22ND AG0682'AVENUE S., TURN LEFT ON 22ND AVE. S. AND RUN WESTERLY FOR 2.1 AG0682'MILE TO 58TH STREET S. STATION ON RIGHT, IN THE NE CORNER OF AG0682'INTERSECTION, 39.0 FT. NORTH OF THE CENTERLINE OF 22ND AVE. S., AG0682'20.0 FT. EAST OF THE CENTERLINE OF 58TH STREET S., 2.0 FT. NE AG0682'OF THE BACK OF CURB, 0.5 FT. NW OF THE NW CORNER OF SIDEWALK. AG0682'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. AG0682'SECTION 28, T31S, R16E. AG0682 AG0682 STATION RECOVERY (1983) AG0682 AG0682'RECOVERY NOTE BY US POWER SQUADRON 1983 (WCC) AG0682'MENORAH H MARK FOUND IN GOOD CONDITION. ALL LOCAL REFERENCE AG0682'STATIONS ARE STILL VALID. AG0682 AG0682 STATION RECOVERY (2003) AG0682 AG0682'RECOVERY NOTE BY US POWER SQUADRON 2003 (LG) AG0682'WALGREEN DRUG STORE CONSTRUCTED ON NE CORNER OF 22ND AVE. S. AND 58TH AG0682'ST. CONSTRUCTION MAY HAVE COVERED MARKER. REFERENCE POINTS NO LONGER AG0682'IN PLACE, NO MARKER 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG0683 *********************************************************************** AG0683 DESIGNATION - MENORAH J AG0683 PID - AG0683 AG0683 STATE/COUNTY- FL/PINELLAS AG0683 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG0683 AG0683 *CURRENT SURVEY CONTROL AG0683 ___________________________________________________________________ AG0683* NAD 83(1990)- 27 44 53.54238(N) 082 41 59.35091(W) ADJUSTED AG0683* NAVD 88 - 5.480 (meters) 17.98 (feet) ADJUSTED AG0683 ___________________________________________________________________ AG0683 LAPLACE CORR- -1.64 (seconds) DEFLEC99 AG0683 GEOID HEIGHT- -24.28 (meters) GEOID99 AG0683 DYNAMIC HT - 5.472 (meters) 17.95 (feet) COMP AG0683 MODELED GRAV- 979,173.3 (mgal) NAVD 88 AG0683 AG0683 HORZ ORDER - SECOND AG0683 VERT ORDER - SECOND CLASS II AG0683 AG0683.The horizontal coordinates were established by classical geodetic methods AG0683.and adjusted by the National Geodetic Survey in May 1991. AG0683 AG0683.The orthometric height was determined by differential leveling AG0683.and adjusted by the National Geodetic Survey in June 1991. AG0683 AG0683.The Laplace correction was computed from DEFLEC99 derived deflections. AG0683 AG0683.The geoid height was determined by GEOID99. AG0683 AG0683.The dynamic height is computed by dividing the NAVD 88 AG0683.geopotential number by the normal gravity value computed on the AG0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0683.degrees latitude (g = 980.6199 gals.). AG0683 AG0683.The modeled gravity was interpolated from observed gravity values. AG0683 AG0683; North East Units Scale Converg. AG0683;SPC FL W - 378,503.665 131,008.167 MT 0.99999991 -0 19 33.0 AG0683;UTM 17 - 3,070,467.651 332,468.543 MT 0.99994644 -0 47 29.8 AG0683 AG0683: Primary Azimuth Mark Grid Az AG0683:SPC FL W - POWER E 088 46 38.8 AG0683:UTM 17 - POWER E 089 14 35.6 AG0683 AG0683|---------------------------------------------------------------------| AG0683| PID Reference Object Distance Geod. Az | AG0683| dddmmss.s | AG0683| AG0808 POWER E APPROX. 0.8 KM 0882705.8 | AG0683|---------------------------------------------------------------------| AG0683 AG0683 SUPERSEDED SURVEY CONTROL AG0683 AG0683 NAD 83(1986)- 27 44 53.54772(N) 082 41 59.36392(W) AD( ) 2 AG0683 NAD 27 - 27 44 52.44692(N) 082 42 00.00476(W) AD( ) 2 AG0683 NGVD 29 (??/??/92) 5.754 (m) 18.88 (f) ADJ UNCH 2 2 AG0683 AG0683.Superseded values are not recommended for survey control. AG0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0683.See file dsdata.txt to determine how the superseded data were derived. AG0683 AG0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3246970468(NAD 83) AG0683_MARKER: DD = SURVEY DISK AG0683_SETTING: 30 = SIDEWALK AG0683_STAMPING: MENORAH J AG0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0683+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003 AG0683 AG0683 HISTORY - Date Condition Report By AG0683 HISTORY - 1975 MONUMENTED FL-103 AG0683 HISTORY - 1976 GOOD FLDT AG0683 HISTORY - 1983 GOOD USPSQD AG0683 HISTORY - 20030709 GOOD USPSQD AG0683 AG0683 STATION DESCRIPTION AG0683 AG0683'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0683'THE STATION IS LOCATED ON THE EASTERN CITY LIMITS OF GULFPORT AND AG0683'WESTERN LIMITS OF ST. PETERSBURG, .70 MILE NORTH OF BOCA CIEGA BAY, AG0683'IN SECTION 33, TOWNSHIP 31 SOUTH, RANGE 16 EAST. AG0683' AG0683'TO REACH FROM THE INTERSECTION OF 22 AVENUE SOUTH (GULFPORT AG0683'BOULEVARD SOUTH OR LAKEVIEW AVENUE) AND U.S. HIGHWAY 19 (34 STREET) AG0683'IN THE CITY OF ST. PETERSBURG, GO WEST ON 22 AVENUE FOR 1.6 MILES AG0683'TO THE INTERSECTION OF 49 STREET SOUTH (DISSTON BOULEVARD) AND 22 AG0683'AVENUE SOUTH. STATION IS IN THE SOUTHWEST CORNER OF THE AG0683'INTERSECTION AS DESCRIBED. AG0683' AG0683'BRONZE DISK STAMPED MENORAH J SET IN TOP OF A 12 INCH DIAMETER AG0683'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0683' AG0683'IT IS 41.5 FEET WEST OF CENTER OF 49 STREET SOUTH, 33.7 FEET SOUTH AG0683'OF GULFPORT BOULEVARD SOUTH, 11.0 FEET NORTHWEST OF AMACO SERVICE AG0683'STATION SIGN. AG0683' AG0683'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0683 AG0683 STATION RECOVERY (1976) AG0683 AG0683'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0683'AT GULFPORT. AG0683'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH AG0683'STREET SOUTH) AND PINELLAS BAYWAY (54TH AVENUE S./A19A), RUN AG0683'NORTHERLY ALONG U.S. 19 FOR 2.1 MILE TO THE INTERSECTION OF 22ND AG0683'AVENUE S., TURN LEFT ON 22ND AVENUE S. AND RUN WESTERLY FOR 1.3 AG0683'MILE TO THE INTERSECTION OF 49TH STREET SOUTH. STATION ON LEFT, AG0683'IN THE SW CORNER, 34.0 FT. SOUTH OF THE CENTERLINE OF 22ND STREET AG0683'SOUTH, 41.0 FT. WEST OF THE CENTERLINE OF 49TH STREET SOUTH, AG0683'65.5 FT. S/SW OF POWER/LIGHT POLE, NO NUMBER, 1.7 FT. SOUTH OF AG0683'THE BACK OF CURB. SET IN TOP OF CONCRETE SIDEWALK. SECTION 33, AG0683'T31S, R16E. AG0683 AG0683 STATION RECOVERY (1983) AG0683 AG0683'RECOVERY NOTE BY US POWER SQUADRON 1983 (PC) AG0683'MENORAH J MARK IN GOOD CONDITION. ALL LOCAL REFERENCE STATIONS AG0683'ARE VALID. AG0683 AG0683 STATION RECOVERY (2003) AG0683 AG0683'RECOVERY NOTE BY US POWER SQUADRON 2003 (LG) AG0683'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG5258 *********************************************************************** AG5258 DESIGNATION - N 9 FLHD AG5258 PID - AG5258 AG5258 STATE/COUNTY- FL/PINELLAS AG5258 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG5258 AG5258 *CURRENT SURVEY CONTROL AG5258 ___________________________________________________________________ AG5258* NAD 83(1986)- 27 43 07. (N) 082 41 06. (W) SCALED AG5258* NAVD 88 - 2.273 (meters) 7.46 (feet) ADJUSTED AG5258 ___________________________________________________________________ AG5258 GEOID HEIGHT- -24.28 (meters) GEOID99 AG5258 DYNAMIC HT - 2.270 (meters) 7.45 (feet) COMP AG5258 MODELED GRAV- 979,169.8 (mgal) NAVD 88 AG5258 AG5258 VERT ORDER - FIRST CLASS II AG5258 AG5258.The horizontal coordinates were scaled from a topographic map and have AG5258.an estimated accuracy of +/- 6 seconds. AG5258 AG5258.The orthometric height was determined by differential leveling AG5258.and adjusted by the National Geodetic Survey in June 1991. AG5258 AG5258.The geoid height was determined by GEOID99. AG5258 AG5258.The dynamic height is computed by dividing the NAVD 88 AG5258.geopotential number by the normal gravity value computed on the AG5258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5258.degrees latitude (g = 980.6199 gals.). AG5258 AG5258.The modeled gravity was interpolated from observed gravity values. AG5258 AG5258; North East Units Estimated Accuracy AG5258;SPC FL W - 375,220. 132,450. MT (+/- 180 meters Scaled) AG5258 AG5258 SUPERSEDED SURVEY CONTROL AG5258 AG5258 NGVD 29 (??/??/92) 2.560 (m) 8.40 (f) ADJ UNCH 1 2 AG5258 AG5258.Superseded values are not recommended for survey control. AG5258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5258.See file dsdata.txt to determine how the superseded data were derived. AG5258 AG5258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL338671(NAD 83) AG5258_MARKER: DD = SURVEY DISK AG5258_SETTING: 30 = CONCRETE STRUCTURE AG5258_STAMPING: N 9 AG5258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG5258 AG5258 HISTORY - Date Condition Report By AG5258 HISTORY - UNK MONUMENTED FLHD AG5258 HISTORY - 1972 GOOD NGS AG5258 HISTORY - 1975 GOOD NGS AG5258 HISTORY - 20030709 MARK NOT FOUND USPSQD AG5258 AG5258 STATION DESCRIPTION AG5258 AG5258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 AG5258'6.4 MI SW FROM ST PETERSBURG. AG5258'ABOUT 2.5 MILES WEST ALONG 1ST AVENUE N FROM THE POST OFFICE AND AG5258'THE INTERSECTION OF 1ST AVENUE N AND 4TH STREET AT ST. PETERSBURG, AG5258'THENCE 3.6 MILES SOUTH ALONG U.S. HIGHWAY 19 (34TH STREET), AG5258'THENCE 0.35 MILE WEST ALONG PINELLAS BAYWAY, 21 FEET SOUTH OF AG5258'THE CENTER LINE OF THE THREE SOUTH TRAFFIC LANES OF PINELLAS AG5258'BAYWAY, 42.1 FEET NORTHEAST OF THE EAST STEEL GATE POST AT THE AG5258'MORE EASTERLY OF TWO ENTRANCES TO A SEWAGE DISPOSAL PLANT, SET AG5258'IN THE TOP OF A CONCRETE STRUCTURE FOR A MANHOLE, 72 1/2 FEET AG5258'WEST-NORTHWEST OF A CONCRETE POWER POLE THAT BEARS AN EAST-WEST AG5258'POWER LINE AND A POWER LINE THAT LEADS SOUTH, 31.7 FEET NORTH AG5258'OF A CHAIN-LINK FENCE, 7.7 FEET NORTHEAST OF A FIRE HYDRANT, 3.2 AG5258'FEET SOUTH OF THE SOUTH CURB OF THE HIGHWAY, AND ABOUT 1/2 FOOT AG5258'ABOVE THE LEVEL OF THE HIGHWAY. AG5258 AG5258 STATION RECOVERY (1975) AG5258 AG5258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 AG5258'RECOVERED IN GOOD CONDITION. AG5258 AG5258 STATION RECOVERY (2003) AG5258 AG5258'RECOVERY NOTE BY US POWER SQUADRON 2003 (LG) AG5258'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG0751 *********************************************************************** AG0751 DESIGNATION - NOAA K AG0751 PID - AG0751 AG0751 STATE/COUNTY- FL/PINELLAS AG0751 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG0751 AG0751 *CURRENT SURVEY CONTROL AG0751 ___________________________________________________________________ AG0751* NAD 83(1990)- 27 43 02.54050(N) 082 41 57.61959(W) ADJUSTED AG0751* NAVD 88 - 6.230 (meters) 20.44 (feet) ADJUSTED AG0751 ___________________________________________________________________ AG0751 LAPLACE CORR- -1.67 (seconds) DEFLEC99 AG0751 GEOID HEIGHT- -24.26 (meters) GEOID99 AG0751 DYNAMIC HT - 6.221 (meters) 20.41 (feet) COMP AG0751 MODELED GRAV- 979,170.1 (mgal) NAVD 88 AG0751 AG0751 HORZ ORDER - SECOND AG0751 VERT ORDER - SECOND CLASS II AG0751 AG0751.The horizontal coordinates were established by classical geodetic methods AG0751.and adjusted by the National Geodetic Survey in May 1991. AG0751 AG0751.The orthometric height was determined by differential leveling AG0751.and adjusted by the National Geodetic Survey in June 1991. AG0751 AG0751.The Laplace correction was computed from DEFLEC99 derived deflections. AG0751 AG0751.The geoid height was determined by GEOID99. AG0751 AG0751.The dynamic height is computed by dividing the NAVD 88 AG0751.geopotential number by the normal gravity value computed on the AG0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0751.degrees latitude (g = 980.6199 gals.). AG0751 AG0751.The modeled gravity was interpolated from observed gravity values. AG0751 AG0751; North East Units Scale Converg. AG0751;SPC FL W - 375,086.592 131,036.172 MT 0.99999986 -0 19 31.0 AG0751;UTM 17 - 3,067,050.646 332,468.784 MT 0.99994644 -0 47 26.0 AG0751 AG0751: Primary Azimuth Mark Grid Az AG0751:SPC FL W - NOAA L 076 31 14.9 AG0751:UTM 17 - NOAA L 076 59 09.9 AG0751 AG0751|---------------------------------------------------------------------| AG0751| PID Reference Object Distance Geod. Az | AG0751| dddmmss.s | AG0751| AG0752 NOAA L APPROX. 0.8 KM 0761143.9 | AG0751|---------------------------------------------------------------------| AG0751 AG0751 SUPERSEDED SURVEY CONTROL AG0751 AG0751 NAD 83(1986)- 27 43 02.54540(N) 082 41 57.63257(W) AD( ) 2 AG0751 NAD 27 - 27 43 01.44073(N) 082 41 58.27357(W) AD( ) 2 AG0751 NGVD 29 (??/??/92) 6.518 (m) 21.38 (f) ADJ UNCH 2 2 AG0751 AG0751.Superseded values are not recommended for survey control. AG0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0751.See file dsdata.txt to determine how the superseded data were derived. AG0751 AG0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3246967051(NAD 83) AG0751_MARKER: DD = SURVEY DISK AG0751_SETTING: 30 = SIDEWALK AG0751_STAMPING: NOAA K AG0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0751 AG0751 HISTORY - Date Condition Report By AG0751 HISTORY - 1975 MONUMENTED FL-103 AG0751 HISTORY - 1975 GOOD FLDT AG0751 HISTORY - 1983 GOOD USPSQD AG0751 HISTORY - 1990 MARK NOT FOUND USPSQD AG0751 HISTORY - 1991 MARK NOT FOUND USPSQD AG0751 HISTORY - 20030709 MARK NOT FOUND USPSQD AG0751 AG0751 STATION DESCRIPTION AG0751 AG0751'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0751'STATION IS LOCATED AT THE BRIDGE JUST EAST OF THE POINT BRITANNY AG0751'CONDOMINIUMS IN ST. PETERSBURG IN SECTION 10, TOWNSHIP 32 SOUTH, AG0751'RANGE 16 EAST. AG0751' AG0751'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 (34 STREET SOUTH) AG0751'AND PINELLAS BAYWAY (54 AVENUE SOUTH), GO WEST AS PER SIGN FORT AG0751'DE SOTO PARK ON PINELLAS BAYWAY FOR .70 MILE TO A TOLL BOOTH, AG0751'CONTINUE WESTWARDLY FOR .55 MILE TO THE WEST END OF THE FIRST AG0751'BRIDGE. STATION IS IN THE SOUTHWEST CORNER OF THE BRIDGE AS AG0751'DESCRIBED. AG0751' AG0751'BRONZE DISK STAMPED NOAA K GROUTED FLUSH INTO THE CONCRETE WALK AG0751'OF BRIDGE. AG0751' AG0751'IT IS ABOUT 16.2 FEET SOUTH OF CENTER OF BRIDGE, .50 FOOT EAST AG0751'OF CONCRETE HEADWALL. AG0751' AG0751'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0751 AG0751 STATION RECOVERY (1975) AG0751 AG0751'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0751'AT ST PETERSBURG. AG0751'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH AG0751'STREET) AND 54TH AVE. S. (PINELLAS BAYWAY/A19A), RUN WESTERLY ON AG0751'PINELLAS BAYWAY FOR 1.3 MILE TO THE SW CORNER OF CONCRETE BRIDGE. AG0751'STATION ON LEFT, 0.5 FT. EAST OF BRIDGE ABUTMENT. SET IN TOP AG0751'OF THE CONCRETE SIDEWALK. SECTION 10, T 32S, R 16E. AG0751 AG0751 STATION RECOVERY (1983) AG0751 AG0751'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0751'RECOVERED IN GOOD CONDITION. AG0751 AG0751 STATION RECOVERY (1990) AG0751 AG0751'RECOVERY NOTE BY US POWER SQUADRON 1990 (ACD) AG0751'MARK NOT FOUND. AG0751 AG0751 STATION RECOVERY (1991) AG0751 AG0751'RECOVERY NOTE BY US POWER SQUADRON 1991 (AVD) AG0751'MARK NOT FOUND. AG0751 AG0751 STATION RECOVERY (2003) AG0751 AG0751'RECOVERY NOTE BY US POWER SQUADRON 2003 (LG) AG0751'NEW BRIDGE CONSTRUCTION MAY HAVE DESTROYED MARKER 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG0752 *********************************************************************** AG0752 DESIGNATION - NOAA L AG0752 PID - AG0752 AG0752 STATE/COUNTY- FL/PINELLAS AG0752 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG0752 AG0752 *CURRENT SURVEY CONTROL AG0752 ___________________________________________________________________ AG0752* NAD 83(1990)- 27 43 08.79526(N) 082 41 29.01055(W) ADJUSTED AG0752* NAVD 88 - 1.772 (meters) 5.81 (feet) ADJUSTED AG0752 ___________________________________________________________________ AG0752 LAPLACE CORR- -1.69 (seconds) DEFLEC99 AG0752 GEOID HEIGHT- -24.27 (meters) GEOID99 AG0752 DYNAMIC HT - 1.769 (meters) 5.80 (feet) COMP AG0752 MODELED GRAV- 979,170.1 (mgal) NAVD 88 AG0752 AG0752 HORZ ORDER - SECOND AG0752 VERT ORDER - SECOND CLASS II AG0752 AG0752.The horizontal coordinates were established by classical geodetic methods AG0752.and adjusted by the National Geodetic Survey in May 1991. AG0752 AG0752.The orthometric height was determined by differential leveling AG0752.and adjusted by the National Geodetic Survey in June 1991. AG0752 AG0752.The Laplace correction was computed from DEFLEC99 derived deflections. AG0752 AG0752.The geoid height was determined by GEOID99. AG0752 AG0752.The dynamic height is computed by dividing the NAVD 88 AG0752.geopotential number by the normal gravity value computed on the AG0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0752.degrees latitude (g = 980.6199 gals.). AG0752 AG0752.The modeled gravity was interpolated from observed gravity values. AG0752 AG0752; North East Units Scale Converg. AG0752;SPC FL W - 375,274.699 131,820.946 MT 0.99999853 -0 19 17.8 AG0752;UTM 17 - 3,067,232.363 333,255.018 MT 0.99994320 -0 47 12.9 AG0752 AG0752: Primary Azimuth Mark Grid Az AG0752:SPC FL W - NOAA M 090 12 16.4 AG0752:UTM 17 - NOAA M 090 40 11.5 AG0752 AG0752|---------------------------------------------------------------------| AG0752| PID Reference Object Distance Geod. Az | AG0752| dddmmss.s | AG0752| AG0753 NOAA M APPROX. 1.2 KM 0895258.6 | AG0752|---------------------------------------------------------------------| AG0752 AG0752 SUPERSEDED SURVEY CONTROL AG0752 AG0752 NAD 83(1986)- 27 43 08.80013(N) 082 41 29.02352(W) AD( ) 2 AG0752 NAD 27 - 27 43 07.69559(N) 082 41 29.66525(W) AD( ) 2 AG0752 NGVD 29 (??/??/92) 2.059 (m) 6.76 (f) ADJ UNCH 2 2 AG0752 AG0752.Superseded values are not recommended for survey control. AG0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0752.See file dsdata.txt to determine how the superseded data were derived. AG0752 AG0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3325567232(NAD 83) AG0752_MARKER: DD = SURVEY DISK AG0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0752_STAMPING: NOAA L AG0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0752+STABILITY: SURFACE MOTION AG0752 AG0752 HISTORY - Date Condition Report By AG0752 HISTORY - 1975 MONUMENTED FL-103 AG0752 HISTORY - 1975 GOOD FLDT AG0752 HISTORY - 1983 GOOD USPSQD AG0752 HISTORY - 1990 MARK NOT FOUND USPSQD AG0752 HISTORY - 20030710 MARK NOT FOUND USPSQD AG0752 AG0752 STATION DESCRIPTION AG0752 AG0752'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0752'STATION IS LOCATED BY TOLL BOOTH ON THE PINELLAS BAYWAY IN AG0752'ST. PETERSBURG, IN SECTION 10, TOWNSHIP 32 SOUTH, RANGE 16 EAST. AG0752' AG0752'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 (34 STREET SOUTH) AG0752'AND PINELLAS BAYWAY (54 AVENUE SOUTH), GO WEST AS PER SIGN FORT AG0752'DE SOTO PARK FOR .70 MILE TO A TOLL BOOTH. STATION IS ON THE SOUTH AG0752'SIDE OF TOLL BOOTH AS DESCRIBED. AG0752' AG0752'BRONZE DISK STAMPED NOAA L SET IN TOP OF A 12 INCH DIAMETER ROUND AG0752'CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0752' AG0752'IT IS ABOUT 26.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A AG0752'CONCRETE WALK, 10.3 FEET SOUTH OF BACK OF A CONCRETE CURB, 9.6 AG0752'FEET SOUTHWEST OF A RED AND GREEN TOLL BOOTH LIGHT. AG0752' AG0752'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0752 AG0752 STATION RECOVERY (1975) AG0752 AG0752'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0752'AT ST PETERSBURG. AG0752'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH AG0752'STREET) AND 54TH AVE. S. (PINELLAS BAYWAY/A19A), RUN WESTERLY AG0752'ON PINELLAS BAYWAY FOR 0.7 MILE TO THE TOLL BOOTH. STATION ON AG0752'LEFT, 52.5 FT. SOUTH OF THE SW CORNER OF CONCRETE BUILDING, 44.4 AG0752'FT. SW OF THE SW CORNER OF TOLL BOOTH, 33.5 FT. WEST OF THE SW AG0752'CONCRETE SUPPORT PILLAR, 9.6 FT. SW OF THE SOUTH TOLL SIGNAL LIGHT, AG0752'8.4 FT. SOUTH OF THE BACK OF CURB. SET IN TOP OF A CONCRETE POST AG0752'THAT IS FLUSH WITH THE GROUND. SECTION 3, T 32S, R 16E. AG0752 AG0752 STATION RECOVERY (1983) AG0752 AG0752'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0752'RECOVERED IN GOOD CONDITION. AG0752 AG0752 STATION RECOVERY (1990) AG0752 AG0752'RECOVERY NOTE BY US POWER SQUADRON 1990 (ACD) AG0752'MARK NOT FOUND. AG0752 AG0752 STATION RECOVERY (2003) AG0752 AG0752'RECOVERY NOTE BY US POWER SQUADRON 2003 (LG) AG0752'CONSTRUCTION AT SOUTH END OF TOLL GATE MAY HAVE DESTROYED MARKER. AG0752'REFERENCE POINTS NO LONGER RELEVANT 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG0808 *********************************************************************** AG0808 DESIGNATION - POWER E AG0808 PID - AG0808 AG0808 STATE/COUNTY- FL/PINELLAS AG0808 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG0808 AG0808 *CURRENT SURVEY CONTROL AG0808 ___________________________________________________________________ AG0808* NAD 83(1990)- 27 44 54.20969(N) 082 41 31.57072(W) ADJUSTED AG0808* NAVD 88 - 4.944 (meters) 16.22 (feet) ADJUSTED AG0808 ___________________________________________________________________ AG0808 LAPLACE CORR- -1.67 (seconds) DEFLEC99 AG0808 GEOID HEIGHT- -24.29 (meters) GEOID99 AG0808 DYNAMIC HT - 4.937 (meters) 16.20 (feet) COMP AG0808 MODELED GRAV- 979,173.2 (mgal) NAVD 88 AG0808 AG0808 HORZ ORDER - SECOND AG0808 VERT ORDER - SECOND CLASS II AG0808 AG0808.The horizontal coordinates were established by classical geodetic methods AG0808.and adjusted by the National Geodetic Survey in May 1991. AG0808 AG0808.The orthometric height was determined by differential leveling AG0808.and adjusted by the National Geodetic Survey in June 1991. AG0808 AG0808.The Laplace correction was computed from DEFLEC99 derived deflections. AG0808 AG0808.The geoid height was determined by GEOID99. AG0808 AG0808.The dynamic height is computed by dividing the NAVD 88 AG0808.geopotential number by the normal gravity value computed on the AG0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0808.degrees latitude (g = 980.6199 gals.). AG0808 AG0808.The modeled gravity was interpolated from observed gravity values. AG0808 AG0808; North East Units Scale Converg. AG0808;SPC FL W - 378,519.903 131,769.057 MT 0.99999862 -0 19 20.1 AG0808;UTM 17 - 3,070,477.702 333,229.499 MT 0.99994330 -0 47 16.8 AG0808 AG0808: Primary Azimuth Mark Grid Az AG0808:SPC FL W - POWER D 091 11 30.7 AG0808:UTM 17 - POWER D 091 39 27.4 AG0808 AG0808|---------------------------------------------------------------------| AG0808| PID Reference Object Distance Geod. Az | AG0808| dddmmss.s | AG0808| AG0807 POWER D APPROX. 0.9 KM 0905210.6 | AG0808|---------------------------------------------------------------------| AG0808 AG0808 SUPERSEDED SURVEY CONTROL AG0808 AG0808 NAD 83(1986)- 27 44 54.21495(N) 082 41 31.58362(W) AD( ) 2 AG0808 NAD 27 - 27 44 53.11407(N) 082 41 32.22496(W) AD( ) 2 AG0808 NGVD 29 (??/??/92) 5.219 (m) 17.12 (f) ADJ UNCH 2 2 AG0808 AG0808.Superseded values are not recommended for survey control. AG0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0808.See file dsdata.txt to determine how the superseded data were derived. AG0808 AG0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3322970478(NAD 83) AG0808_MARKER: DD = SURVEY DISK AG0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0808_STAMPING: POWER E AG0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0808+STABILITY: SURFACE MOTION AG0808 AG0808 HISTORY - Date Condition Report By AG0808 HISTORY - 1975 MONUMENTED FL-103 AG0808 HISTORY - 1976 GOOD FLDT AG0808 HISTORY - 1983 MARK NOT FOUND USPSQD AG0808 HISTORY - 20030709 MARK NOT FOUND USPSQD AG0808 AG0808 STATION DESCRIPTION AG0808 AG0808'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0808'THE STATION IS LOCATED IN THE SOUTHWESTERN PORTION OF THE CITY OF AG0808'ST. PETERSBURG, .75 MILE WEST OF U.S. HIGHWAY 19, .70 MILE NORTH AG0808'OF BOCA CIEGA BAY IN SECTION 27, TOWNSHIP 31 SOUTH, RANGE 16 EAST. AG0808' AG0808'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 19 (34TH STREET) AG0808'AND 22ND AVENUE SOUTH (LAKEVIEW AVENUE), GO WEST ON 22ND AVENUE AG0808'SOUTH FOR .75 MILE TO THE INTERSECTION OF QUINCY STREET SOUTH AND AG0808'22ND AVENUE SOUTH. STATION IS IN THE NORTHWEST CORNER OF THE AG0808'INTERSECTION AS DESCRIBED. AG0808' AG0808'BRONZE DISK STAMPED POWER E SET IN TOP OF A 12 INCH DIAMETER AG0808'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0808' AG0808'IT IS 26.5 FEET NORTH OF CENTER OF 22ND AVENUE SOUTH, 24.3 FEET AG0808'WEST OF CENTER OF QUINCY STREET SOUTH, 23.0 FEET SOUTHEAST OF A 24 AG0808'INCH MAPLE TREE, 21.6 FEET SOUTH OF A 14 INCH PALM TREE, 7.3 FEET AG0808'SOUTHWEST OF A FIRE HYDRANT. AG0808' AG0808'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER. AG0808 AG0808 STATION RECOVERY (1976) AG0808 AG0808'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0808'AT ST PETERSBURG. AG0808'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH AG0808'STREET SOUTH) AND PINELLAS BAYWAY (54TH AVENUE SOUTH/A19A), AG0808'RUN NORTHERLY ON U.S. 19 FOR 2.1 MILE TO THE INTERSECTION OF AG0808'22ND AVENUE SOUTH, TURN LEFT AND RUN WESTERLY ON 22ND AVENUE AG0808'S., FOR 0.85 MILE TO QUINCY STREET SOUTH. STATION ON RIGHT, IN AG0808'THE NW CORNER, 26.5 FT. NORTH OF THE CENTERLINE OF 22ND STREET AG0808'SOUTH, 26.5 FT. WEST OF THE CENTERLINE OF QUINCY STREET SOUTH, AG0808'52.0 FT. NORTH OF A POWER POLE, NUMBER 1A-10892, 22.3 FT. S/SW AG0808'OF A 12 INCH PALM TREE, 6.5 FT. NORTH OF THE BACK OF CURB. SET AG0808'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION AG0808'27, T31S, R16E. AG0808 AG0808 STATION RECOVERY (1983) AG0808 AG0808'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0808'MARK NOT FOUND. AG0808 AG0808 STATION RECOVERY (2003) AG0808 AG0808'RECOVERY NOTE BY US POWER SQUADRON 2003 (LG) AG0808'REFERENCED POWER POLE AND PALM TREE NOT FOUND. REFERENCED CURB HAS AG0808'BEEN MOVED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AG5244 *********************************************************************** AG5244 DESIGNATION - Y 104 AG5244 PID - AG5244 AG5244 STATE/COUNTY- FL/PINELLAS AG5244 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG5244 AG5244 *CURRENT SURVEY CONTROL AG5244 ___________________________________________________________________ AG5244* NAD 83(1986)- 27 44 53. (N) 082 41 57. (W) SCALED AG5244* NAVD 88 - 5.424 (meters) 17.80 (feet) ADJUSTED AG5244 ___________________________________________________________________ AG5244 GEOID HEIGHT- -24.28 (meters) GEOID99 AG5244 DYNAMIC HT - 5.416 (meters) 17.77 (feet) COMP AG5244 MODELED GRAV- 979,173.3 (mgal) NAVD 88 AG5244 AG5244 VERT ORDER - FIRST CLASS II AG5244 AG5244.The horizontal coordinates were scaled from a topographic map and have AG5244.an estimated accuracy of +/- 6 seconds. AG5244 AG5244.The orthometric height was determined by differential leveling AG5244.and adjusted by the National Geodetic Survey in June 1991. AG5244.WARNING-Repeat measurements at this control monument indicate possible AG5244.vertical movement. AG5244 AG5244.The geoid height was determined by GEOID99. AG5244 AG5244.The dynamic height is computed by dividing the NAVD 88 AG5244.geopotential number by the normal gravity value computed on the AG5244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5244.degrees latitude (g = 980.6199 gals.). AG5244 AG5244.The modeled gravity was interpolated from observed gravity values. AG5244 AG5244; North East Units Estimated Accuracy AG5244;SPC FL W - 378,490. 131,070. MT (+/- 180 meters Scaled) AG5244 AG5244 SUPERSEDED SURVEY CONTROL AG5244 AG5244 NGVD 29 (??/??/92) 5.698 (m) 18.69 (f) ADJ UNCH 1 2 AG5244 AG5244.Superseded values are not recommended for survey control. AG5244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5244.See file dsdata.txt to determine how the superseded data were derived. AG5244 AG5244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL325704(NAD 83) AG5244_MARKER: DB = BENCH MARK DISK AG5244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG5244_STAMPING: Y104 18.645 AG5244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG5244+STABILITY: SURFACE MOTION AG5244 AG5244 HISTORY - Date Condition Report By AG5244 HISTORY - UNK MONUMENTED CGS AG5244 HISTORY - 1959 GOOD NGS AG5244 HISTORY - 1976 GOOD NGS AG5244 HISTORY - 1987 GOOD USPSQD AG5244 HISTORY - 20030709 MARK NOT FOUND USPSQD AG5244 AG5244 STATION DESCRIPTION AG5244 AG5244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 AG5244'AT ST PETERSBURG. AG5244'AT ST. PETERSBURG, AT THE NORTHWEST CORNER OF THE INTERSECTION AG5244'OF GULFPORT BOULEVARD AND 49TH STREET SOUTH, 23.5 FEET NORTH AG5244'OF THE CENTERLINE OF GULFPORT BOULEVARD, 35 FEET WEST OF THE AG5244'CENTERLINE OF 49TH STREET SOUTH, 0.6 FOOT NORTH OF THE NORTH AG5244'CURB OF GULFPORT BOULEVARD, 5.5 FEET SOUTH OF A FIRE HYDRANT, AG5244'7 FEET SOUTH OF POWER POLE 3A125, SET IN THE TOP OF A 4-INCH AG5244'ROUND CONCRETE POST WHICH IS FLUSH WITH THE GROUND. AG5244 AG5244 STATION RECOVERY (1976) AG5244 AG5244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG5244'RECOVERED IN GOOD CONDITION. AG5244 AG5244 STATION RECOVERY (1987) AG5244 AG5244'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM) AG5244'RECOVERED IN GOOD CONDITION. AG5244 AG5244 STATION RECOVERY (2003) AG5244 AG5244'RECOVERY NOTE BY US POWER SQUADRON 2003 (LG) AG5244'MAY HAVE BEEN DESTROYED WHEN GULFPORT BOULEVARD WIDENED.