1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG6256 *********************************************************************** AG6256 DESIGNATION - A 109 RESET AG6256 PID - AG6256 AG6256 STATE/COUNTY- FL/HILLSBOROUGH AG6256 USGS QUAD - FT LONESOME (1987) AG6256 AG6256 *CURRENT SURVEY CONTROL AG6256 ___________________________________________________________________ AG6256* NAD 83(1986)- 27 43 10. (N) 082 08 46. (W) SCALED AG6256* NAVD 88 - 35.23 (meters) 115.6 (feet) RESET AG6256 ___________________________________________________________________ AG6256 GEOID HEIGHT- -24.94 (meters) GEOID99 AG6256 AG6256 VERT ORDER - THIRD AG6256 AG6256.The horizontal coordinates were scaled from a topographic map and have AG6256.an estimated accuracy of +/- 6 seconds. AG6256 AG6256.The orthometric height was computed from unverified reset data. AG6256 AG6256.The geoid height was determined by GEOID99. AG6256 AG6256; North East Units Estimated Accuracy AG6256;SPC FL W - 375,130. 185,590. MT (+/- 180 meters Scaled) AG6256 AG6256 SUPERSEDED SURVEY CONTROL AG6256 AG6256 NGVD 29 - 35.50 (m) 116.5 (f) RESET 3 AG6256 AG6256.Superseded values are not recommended for survey control. AG6256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6256.See file dsdata.txt to determine how the superseded data were derived. AG6256 AG6256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL870666(NAD 83) AG6256_MARKER: DB = BENCH MARK DISK AG6256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6256_STAMPING: A 109 RESET 1958 AG6256_MARK LOGO: CGS AG6256_MAGNETIC: O = OTHER; SEE DESCRIPTION AG6256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6256+STABILITY: SURFACE MOTION AG6256_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG6256+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1990 AG6256 AG6256 HISTORY - Date Condition Report By AG6256 HISTORY - 1958 MONUMENTED CGS AG6256 HISTORY - 1973 GOOD NGS AG6256 HISTORY - 19901102 GOOD FLDNR AG6256 AG6256 STATION DESCRIPTION AG6256 AG6256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 AG6256'10.1 MI E FROM WIMAUMA. AG6256'9.25 MILES EAST ALONG STATE HIGHWAY 674 FROM THE SEABOARD AIR AG6256'LINE RAILROAD STATION AT WIMAUMA, THENCE 1.0 MILE NORTH ALONG AG6256'PLANT CITY ROAD (STATE HIGHWAY 39), 1 MILE NORTH OF FORT LONESOME, AG6256'173 FEET NORTH OF A T FENCE CORNER, 55.5 FEET WEST OF THE CENTER AG6256'OF STATE HIGHWAY 39, 33 FEET SOUTH OF THE SOUTH END OF A WOODEN AG6256'GATE, 1.8 FEET WEST OF A WIRE FENCE, 1.9 FEET SOUTH OF A CONCRETE AG6256'WITNESS POST, 1.3 FEET NORTH OF A METAL WITNESS POST AND A DISK AG6256'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT AG6256'PROJECTS ABOUT 3-INCHES. AG6256 AG6256 STATION RECOVERY (1990) AG6256 AG6256'RECOVERY NOTE BY FL DEPT OF NAT RES 1990 AG6256'THE MARK IS ABOUT 10.0 MI (16.1 KM) EAST OF WINAUMA, 1.0 MI (1.6 KM) AG6256'NORTH OF FORT LONESOME, IN SECTION 6, T 32 S, R 22 E. AG6256'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD C-39 AND STATE AG6256'ROAD 674, GO NORTH ON COUNTY ROAD 39 FOR 1.0 MI (1.6 KM) TO THE MARK AG6256'ON THE LEFT, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. AG6256'LOCATED 57.3 FT (17.5 M) NORTH OF A T-FENCE CORNER, 56.0 FT (17.1 M) AG6256'WEST OF THE CENTERLINE OF COUNTY ROAD C-39, 34.2 FT (10.4 M) SOUTH OF AG6256'THE SOUTH END OF A GALVANIZED METAL GATE, 2.3 FT (0.7 M) SOUTH OF A AG6256'CONCRETE WITNESS POST, 2.2 FT (0.7 M) WEST OF THE FENCE LINE AND 2.2 AG6256'FT (0.7 M) WEST OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7384 *********************************************************************** AG7384 DESIGNATION - A 109 RESET 1957 AG7384 PID - AG7384 AG7384 STATE/COUNTY- FL/HILLSBOROUGH AG7384 USGS QUAD - FT LONESOME (1987) AG7384 AG7384 *CURRENT SURVEY CONTROL AG7384 ___________________________________________________________________ AG7384* NAD 83(1986)- 27 43 10. (N) 082 08 46. (W) SCALED AG7384* NAVD 88 - 35.16 (meters) 115.4 (feet) RESET AG7384 ___________________________________________________________________ AG7384 GEOID HEIGHT- -24.94 (meters) GEOID99 AG7384 AG7384 VERT ORDER - THIRD AG7384 AG7384.The horizontal coordinates were scaled from a topographic map and have AG7384.an estimated accuracy of +/- 6 seconds. AG7384 AG7384.The orthometric height was computed from unverified reset data. AG7384 AG7384.The geoid height was determined by GEOID99. AG7384 AG7384; North East Units Estimated Accuracy AG7384;SPC FL W - 375,130. 185,590. MT (+/- 180 meters Scaled) AG7384 AG7384 SUPERSEDED SURVEY CONTROL AG7384 AG7384.No superseded survey control is available for this station. AG7384 AG7384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL870666(NAD 83) AG7384_MARKER: DB = BENCH MARK DISK AG7384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7384_STAMPING: A 109 RESET 1957 AG7384_PROJECTION: FLUSH AG7384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7384+STABILITY: SURFACE MOTION AG7384 AG7384 HISTORY - Date Condition Report By AG7384 HISTORY - 1957 MONUMENTED CGS AG7384 AG7384 STATION DESCRIPTION AG7384 AG7384'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 AG7384'1.0 MI NORTH FROM FORT LONESOME. AG7384'1.0 MILE NORTH ALONG STAT HIGHWAY 39 FROM ITS INTERSECTION WITH AG7384'STATE HIGHWAY 674 IN FORT LONESOME, 51.0 FEET WEST OF THE AG7384'CENTERLINE OF THE HIGHWAY, 18.5 FEET NORTH OF THE CENTERLINE OF AG7384'A WOODS ROAD WEST, AND 2.0 FEET EAST OF A BARBED WIRE FENCE. AG7384'THE MARK IS 1.0 FT E FROM A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0521 *********************************************************************** AG0521 DESIGNATION - BRIDGE 2 RM 3 AG0521 PID - AG0521 AG0521 STATE/COUNTY- FL/HILLSBOROUGH AG0521 USGS QUAD - TAMPA (1995) AG0521 AG0521 *CURRENT SURVEY CONTROL AG0521 ___________________________________________________________________ AG0521* NAD 83(1986)- 27 55 53. (N) 082 25 44. (W) SCALED AG0521* NAVD 88 - 5.40 (meters) 17.7 (feet) RESET AG0521 ___________________________________________________________________ AG0521 GEOID HEIGHT- -24.91 (meters) GEOID99 AG0521 AG0521 VERT ORDER - THIRD AG0521 AG0521.The horizontal coordinates were scaled from a topographic map and have AG0521.an estimated accuracy of +/- 6 seconds. AG0521 AG0521.The orthometric height was computed from unverified reset data. AG0521.No vertical observational check was made to the station. AG0521 AG0521.The geoid height was determined by GEOID99. AG0521 AG0521; North East Units Estimated Accuracy AG0521;SPC FL W - 398,680. 157,790. MT (+/- 180 meters Scaled) AG0521 AG0521 SUPERSEDED SURVEY CONTROL AG0521 AG0521.No superseded survey control is available for this station. AG0521 AG0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL594904(NAD 83) AG0521_MARKER: DR = REFERENCE MARK DISK AG0521_SETTING: 30 = GUTTER CURBING AG0521_STAMPING: BRIDGE 2 NO 3 1974 AG0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0521 AG0521 HISTORY - Date Condition Report By AG0521 HISTORY - 1974 MONUMENTED NGS AG0521 AG0521 STATION DESCRIPTION AG0521 AG0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 AG0521'2 MI SE FROM TAMPA. AG0521'1.9 MILES WEST AND NORTHWEST ALONG 22ND STREET (U.S. HIGHWAY AG0521'41 BUSINESS) FROM ITS JUNCTION WITH STATE HIGHWAY 676 IN THE AG0521'SOUTHEAST SECTION OF TAMPA, AT THE SOUTH END OF MC KAY BAY AG0521'BRIDGE, 62.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE AG0521'SOUTHWEST BRIDGE OVER MC KAY BAY, 44.5 FEET SOUTHEAST OF THE AG0521'CENTER OF A GENERAL TELEPHONE 31-INCH MANHOLE COVER, AND A AG0521'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE NORTHEAST AG0521'CONCRETE GUTTER CURBING. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0616 *********************************************************************** AG0616 DESIGNATION - BRIDGE 2 RM 4 AG0616 PID - AG0616 AG0616 STATE/COUNTY- FL/HILLSBOROUGH AG0616 USGS QUAD - TAMPA (1995) AG0616 AG0616 *CURRENT SURVEY CONTROL AG0616 ___________________________________________________________________ AG0616* NAD 83(1986)- 27 55 53. (N) 082 25 44. (W) SCALED AG0616* NAVD 88 - 5.91 (meters) 19.4 (feet) RESET AG0616 ___________________________________________________________________ AG0616 GEOID HEIGHT- -24.91 (meters) GEOID99 AG0616 AG0616 VERT ORDER - THIRD AG0616 AG0616.The horizontal coordinates were scaled from a topographic map and have AG0616.an estimated accuracy of +/- 6 seconds. AG0616 AG0616.The orthometric height was computed from unverified reset data. AG0616.No vertical observational check was made to the station. AG0616 AG0616.The geoid height was determined by GEOID99. AG0616 AG0616; North East Units Estimated Accuracy AG0616;SPC FL W - 398,680. 157,790. MT (+/- 180 meters Scaled) AG0616 AG0616 SUPERSEDED SURVEY CONTROL AG0616 AG0616.No superseded survey control is available for this station. AG0616 AG0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL594904(NAD 83) AG0616_MARKER: DR = REFERENCE MARK DISK AG0616_SETTING: 30 = GUTTER CURBING AG0616_STAMPING: BRIDGE 2 NO 4 1974 AG0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0616 AG0616 HISTORY - Date Condition Report By AG0616 HISTORY - 1974 MONUMENTED NGS AG0616 AG0616 STATION DESCRIPTION AG0616 AG0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 AG0616'2 MI SE FROM TAMPA. AG0616'1.9 MILES WEST AND NORTHWEST ALONG THE 22ND STREET CAUSEWAY AG0616'(U.S. HIGHWAY 41 BUSINESS) FROM ITS JUNCTION WITH STATE HIGHWAY AG0616'676 IN THE SOUTHEAST SECTION OF TAMPA, 21 FEET SOUTHEAST OF THE AG0616'SOUTHEAST CORNER OF THE SOUTHWEST BRIDGE OVER MC KAY BAY, 6.6 AG0616'FEET SOUTH-SOUTHWEST OF THE CENTER OF A 31-INCH GENERAL TELEPHONE AG0616'IRON MANHOLE COVER, 1.5 FEET SOUTHWEST OF THE NORTHEAST EDGE AG0616'OF CURB AND A DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE AG0616'GUTTER CURBING OF THE 22ND STREET CAUSEWAY. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG6260 *********************************************************************** AG6260 DESIGNATION - C 109 RESET AG6260 PID - AG6260 AG6260 STATE/COUNTY- FL/HILLSBOROUGH AG6260 USGS QUAD - FT LONESOME (1987) AG6260 AG6260 *CURRENT SURVEY CONTROL AG6260 ___________________________________________________________________ AG6260* NAD 83(1986)- 27 44 53. (N) 082 08 44. (W) SCALED AG6260* NAVD 88 - 30.03 (meters) 98.5 (feet) RESET AG6260 ___________________________________________________________________ AG6260 GEOID HEIGHT- -24.97 (meters) GEOID99 AG6260 AG6260 VERT ORDER - THIRD AG6260 AG6260.The horizontal coordinates were scaled from a topographic map and have AG6260.an estimated accuracy of +/- 6 seconds. AG6260 AG6260.The orthometric height was computed from unverified reset data. AG6260 AG6260.The geoid height was determined by GEOID99. AG6260 AG6260; North East Units Estimated Accuracy AG6260;SPC FL W - 378,300. 185,650. MT (+/- 180 meters Scaled) AG6260 AG6260 SUPERSEDED SURVEY CONTROL AG6260 AG6260 NGVD 29 - 30.31 (m) 99.4 (f) RESET 3 AG6260 AG6260.Superseded values are not recommended for survey control. AG6260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6260.See file dsdata.txt to determine how the superseded data were derived. AG6260 AG6260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL871698(NAD 83) AG6260_MARKER: DB = BENCH MARK DISK AG6260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6260_STAMPING: C 109 RESET 1957 AG6260_MARK LOGO: CGS AG6260_PROJECTION: FLUSH AG6260_MAGNETIC: N = NO MAGNETIC MATERIAL AG6260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6260+STABILITY: SURFACE MOTION AG6260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG6260+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000 AG6260 AG6260 HISTORY - Date Condition Report By AG6260 HISTORY - 1957 MONUMENTED CGS AG6260 HISTORY - 1973 GOOD NGS AG6260 HISTORY - 19920813 GOOD USPSQD AG6260 HISTORY - 20001031 GOOD FL-057 AG6260 AG6260 STATION DESCRIPTION AG6260 AG6260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 AG6260'12 MI E FROM WIMAUMA. AG6260'9.25 MILES EAST ALONG STATE HIGHWAY 674 FROM THE SEABOARD AIR AG6260'LINE RAILROAD STATION AT WIMAUMA, THENCE 2.9 MILES NORTH ALONG AG6260'PLANT CITY ROAD (STATE HIGHWAY 39), 0.4 MILE NORTH OF A STATE FOREST AG6260'SERVICE LOOKOUT TOWER, 50.5 FEET EAST OF THE CENTER OF STATE AG6260'HIGHWAY 39, 64 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME AG6260'HOUSE, 86 FEET SOUTH OF THE CENTER OF DRIVEWAY TO THE HOUSE, AG6260'24.5 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE NUMBERED 260 30, AG6260'1.9 FEET NORTHEAST OF A 6-INCH SQUARE RIGHT-OF-WAY POST, 1 FOOT AG6260'NORTH OF A FENCE CORNER, 1 FOOT WEST-SOUTHWEST OF A METAL WITNESS AG6260'POST AND A DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE AG6260'MONUMENT THAT IS SET FLUSH WITH THE GROUND. AG6260 AG6260 STATION RECOVERY (1992) AG6260 AG6260'RECOVERY NOTE BY US POWER SQUADRON 1992 (AWM) AG6260'RECOVERED IN GOOD CONDITION. AG6260 AG6260 STATION RECOVERY (2000) AG6260 AG6260'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG6260'THE MARK IS ABOUT 20.25 MI SOUTH OF PLANT CITY, 3.0 MI NORTH OF FORT AG6260'LONESOME, IN SECTION AG6260'31, TOWNSHIP 31 SOUTH, RANGE 22 EAST. AG6260' AG6260'TO REACH THE MARK FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS AG6260'STREET) AND THE POST AG6260'OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO EAST AG6260'ON U.S. HIGHWAY 92 AG6260'(REYNOLDS STREET), (WHICH IS A ONE-WAY STREET) FOR 0.15 MI TO THE AG6260'INTERSECTION OF COUNTY AG6260'ROAD 39 (SOUTH COLLINS STREET), TURN RIGHT ON COUNTY ROAD 39 AND GO AG6260'SOUTH FOR 5.45 MI TO AG6260'THE INTERSECTION OF STATE ROAD 60, CONTINUE SOUTH ON COUNTY ROAD 39 AG6260'FOR 6.5 MI TO THE AG6260'INTERSECTION OF COUNTY ROAD 640 IN PINECREST, CONTINUE SOUTH ON COUNTY AG6260'ROAD 39 FOR 6.1 AG6260'MI TO THE HURRAH CREEK BRIDGE NUMBER 100254, CONTINUE SOUTH ON COUNTY AG6260'ROAD 39 FOR 2.2 AG6260'MI TO THE MARK ON THE LEFT, SET IN THE TOP OF AN 8-INCH SQUARE AG6260'CONCRETE MONUMENT FLUSH AG6260'WITH THE GROUND AND 3.0 FT BELOW THE LEVEL OF COUNTY ROAD 39. THE AG6260'MARK CAN ALSO BE AG6260'REACHED FROM THE INTERSECTION OF COUNTY ROAD 39 AND COUNTY ROAD 674 IN AG6260'FORT AG6260'LONESOME, GO NORTH ON COUNTY ROAD 39 FOR 3.0 MI TO THE MARK ON THE AG6260'RIGHT. AG6260' AG6260'LOCATED 80.5 FT SOUTH OF THE CENTERLINE OF A DIRT DRIVEWAY LEADING TO AG6260'RESIDENCE NUMBER AG6260'16002 ON THE EAST SIDE OF THE ROAD, 35.0 FT EAST OF A NAIL AND HILLS AG6260'COUNTY DISK IN THE EAST AG6260'EDGE OF THE PAVEMENT OF COUNTY ROAD 39, 23.8 FT SOUTHEAST OF A NAIL AG6260'AND HILLS COUNTY AG6260'DISK IN THE WEST FACE OF A WOOD TELEPHONE POLE NUMBER 260-30, 1.9 FT AG6260'NORTHEAST OF A AG6260'CONCRETE RIGHT-OF-WAY MONUMENT AND 1.0 FT WEST-SOUTHWEST OF A METAL AG6260'WITNESS POST AG6260'WITH A NATIONAL GEODETIC SURVEY PLAQUE ATTACHED. AG6260' 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG2074 *********************************************************************** AG2074 DESIGNATION - CYPRESS 2 RESET AG2074 PID - AG2074 AG2074 STATE/COUNTY- FL/HILLSBOROUGH AG2074 USGS QUAD - GANDY BRIDGE (1987) AG2074 AG2074 *CURRENT SURVEY CONTROL AG2074 ___________________________________________________________________ AG2074* NAD 83(1990)- 27 57 09.05043(N) 082 32 00.30248(W) ADJUSTED AG2074* NAVD 88 - 2. (meters) 7. (feet) SCALED AG2074 ___________________________________________________________________ AG2074 LAPLACE CORR- -1.25 (seconds) DEFLEC99 AG2074 GEOID HEIGHT- -24.82 (meters) GEOID99 AG2074 AG2074 HORZ ORDER - SECOND AG2074 AG2074.The horizontal coordinates were established by classical geodetic methods AG2074.and adjusted by the National Geodetic Survey in May 1991. AG2074 AG2074.The orthometric height was scaled from a topographic map. AG2074 AG2074.The Laplace correction was computed from DEFLEC99 derived deflections. AG2074 AG2074.The geoid height was determined by GEOID99. AG2074 AG2074; North East Units Scale Converg. AG2074;SPC FL W - 401,061.471 147,511.750 MT 0.99997517 -0 15 00.1 AG2074;UTM 17 - 3,092,888.445 349,154.328 MT 0.99988085 -0 43 08.1 AG2074 AG2074: Primary Azimuth Mark Grid Az AG2074:SPC FL W - HONEY 251 12 25.6 AG2074:UTM 17 - HONEY 251 40 33.6 AG2074 AG2074|---------------------------------------------------------------------| AG2074| PID Reference Object Distance Geod. Az | AG2074| dddmmss.s | AG2074| CW7023 CYPRESS 2 RM 8 19.794 METERS 08425 | AG2074| AG5368 CYPRESS 2 RM 3 9.139 METERS 08836 | AG2074| AG5370 CYPRESS AZ MK 0921202.3 | AG2074| AG5366 CYPRESS RM 1 6.628 METERS 15903 | AG2074| AG2088 CYPRESS 3 62.954 METERS 21939 | AG2074| AG0608 HONEY APPROX.20.0 KM 2505725.5 | AG2074| AG5364 CYPRESS 75.122 METERS 25113 | AG2074| AG2310 AIRPORT BCN ST PETERSBURG APT APPROX.16.3 KM 2515728.8 | AG2074| AG2582 BELLEAIR SILVER MUN TANK APPROX.26.4 KM 2653927.9 | AG2074| AG5367 CYPRESS 2 RM 4 86.702 METERS 27507 | AG2074| CW7024 CYPRESS 2 RM 9 4.018 METERS 29318 | AG2074|---------------------------------------------------------------------| AG2074 AG2074 SUPERSEDED SURVEY CONTROL AG2074 AG2074 NAD 83(1986)- 27 57 09.05601(N) 082 32 00.31396(W) AD( ) 2 AG2074 NAD 27 - 27 57 07.98020(N) 082 32 00.96876(W) AD( ) 2 AG2074 AG2074.Superseded values are not recommended for survey control. AG2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2074.See file dsdata.txt to determine how the superseded data were derived. AG2074 AG2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4915492888(NAD 83) AG2074_MARKER: DS = TRIANGULATION STATION DISK AG2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG2074_MAGNETIC: N = NO MAGNETIC MATERIAL AG2074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG2074+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2003 AG2074 AG2074 HISTORY - Date Condition Report By AG2074 HISTORY - 1975 MONUMENTED NGS AG2074 HISTORY - 1977 GOOD NGS AG2074 HISTORY - 1982 GOOD FL-057 AG2074 HISTORY - 20030307 GOOD GEOCAC AG2074 AG2074 STATION DESCRIPTION AG2074 AG2074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN) AG2074'THE STATION UNDERGROUND MARK WAS RECOVERED AND FOUND IN GOOD AG2074'CONDITION. REFERENCE MARK 1 AND 3 WERE DESTROYED BY ROAD AG2074'CONSTRUCTION. THE SURFACE STATION MARK WAS FOUND HIT AND AG2074'LEANING TO THE NORTH. REFERENCE MARK 4 WAS FOUND HIT AND AG2074'LEANING TO THE SOUTH. A NEW SURFACE STATION MARK WAS SET AG2074'DIRECTLY OVER THE UNDERGROUND MARK. REFERENCE MARKS 8 AND 9 AG2074'WERE ESTABLISHED AT THIS TIME. DUE TO THE ENTIRE INTERSECTION AG2074'BEING UNDER CONSTRUCTION, CYPRESS 3 WAS ESTABLISHED AT THIS AG2074'TIME. DUE TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS. AG2074' AG2074'STATION MARK, A STANDARD DISK STAMPED CYPRESS 2 1960 1975, AG2074'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AG2074'THAT IS SET FLUSH WITH THE GROUND SURFACE. IT IS 124.2 FEET AG2074'NORTHWEST OF THE NORTHWEST SIDE OF POWER LINE POLE 5312, 97 AG2074'FEET NORTHEAST OF POWER LINE POLE 5316, 13.4 FEET SOUTHEAST OF AG2074'A METAL WITNESS POST, 42 FEET NORTH OF THE CENTER OF THE AG2074'PROPOSED CENTER OF CYPRESS STREET, 10.5 FEET SOUTHEAST OF A AG2074'10-INCH TREE, 5.5 FEET SOUTH OF THE RIGHT-OF-WAY LINE AND 2 AG2074'FEET EAST OF A 4 BY 4 FOOT WOODEN WITNESS POST WITH SIGN. AG2074' AG2074'REFERENCE MARK 4, A STANDARD DISK STAMPED CYPRESS 2 RM 4 1973 AG2074'1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE AG2074'MONUMENT THAT IS SET 15-INCHES BELOW THE GROUND SURFACE. IT AG2074'IS 42.5 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A 6.5 AG2074'BY 9.5 FOOT CONCRETE DRAINAGE CULVERT, 39.5 FEET WEST OF THE AG2074'NORTHWEST CORNER OF THE CULVERT AND 2 FEET NORTH OF A 4 BY 4 AG2074'INCH WOODEN POST WITH A WITNESS SIGN. THE UNDERGROUND MARK IS AG2074'A REFERENCE DISK SET IN THE TOP OF AN IRREGULAR MASS OF AG2074'CONCRETE THAT IS 42 INCHES BELOW GROUND SURFACE. AG2074' AG2074'REFERENCE MARK 8, A STANDARD DISK STAMPED CYPRESS 2 1960 NO AG2074'8 1975, IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE AG2074'MONUMENT THAT IS SET FLUSH WITH THE GROUND. IT IS 50 FEET AG2074'NORTH OF THE CENTER OF PROPOSED CYPRESS STREET, 1.6 FEET NORTH AG2074'OF A TELEPHONE LINE POST AND 6-INCHES SOUTH OF A METAL WITNESS AG2074'POST. AG2074' AG2074'REFERENCE MARK 9, A STANDARD DISK STAMPED CYPRESS 2 1960 NO 9 AG2074'1975, IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE AG2074'MONUMENT THAT IS SET FLUSH WITH THE GROUND SURFACE. IT IS 48 AG2074'FEET NORTH OF THE CENTER OF PROPOSED CYPRESS STREET, 5.5 FEET AG2074'SOUTHWEST OF A 12-INCH TREE AND 6-INCHES SOUTH OF A METAL AG2074'WITNESS POST. AG2074' AG2074'STATION CYPRESS 3, A STANDARD DISK STAMPED CYPRESS 3 1975, AG2074'IS CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION FOR THE AG2074'PILLARS AT THE WEST ENTRANCE TO THE KING RENT-A-CAR AG2074'BUILDING. IT IS 39 FEET SOUTHWEST OF THE NORTHWEST CORNER OF AG2074'THE BUILDING, 30 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE AG2074'BUILDING, 3.7 FEET NORTH OF THE NORTH SIDE OF THE SOUTH PILLAR AG2074'OF THE BUILDING, AND 3.1 FEET SOUTH OF THE SOUTH SIDE OF THE AG2074'SECOND PILLAR FROM THE SOUTH. AG2074' AG2074'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET. AG2074' AG2074'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AG2074'ON THE WEST EDGE OF TAMPA. AG2074 AG2074 STATION RECOVERY (1977) AG2074 AG2074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RRW) AG2074'STATION AND RM NO. 6 RECOVERED IN GOOD CONDITION. RM,S 4, 5 AND AG2074'7 NOT FOUND. AG2074' AG2074'RM NO. 8 FOUND STAMPED CYPRESS 2 1960 1975 RM NO 8. AG2074' AG2074'RM NO. 9 FOUND STAMPED CYPRESS 2 1960 1975 RM NO 9. AG2074' AG2074'NO DESCRIPTION WAS FURNISHED FOR STATION, RM,S 8 AND 9. THIS AG2074'INFORMATION WAS REQUESTED AND WE WERE INFORMED IT WAS NOT AG2074'AVAILABLE. AG2074 AG2074 STATION RECOVERY (1982) AG2074 AG2074'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1982 (RSW) AG2074'STATION MARK RMS 4, 6, 8, AND 9 AND CYPRESS 3 1975 WERE RECOVERED AG2074'IN GOOD CONDITION. AG2074' AG2074'THE STATION IS LOCATED 4 MILES WEST OF DOWNTOWN TAMPA SOUTH OF AG2074'TAMPA INTERNATIONAL AIRPORT. AG2074'ON LAND OWNED BY HILLSBOROUGH COUNTY. AG2074' AG2074'TO REACH THE STATION FROM I-275 AND COUNTY ROAD 587 (WESTSHORE BLVD) AG2074'ABOUT 4 MILES WEST OF DOWNTOWN TAMPA, GO NORTH ON ROAD 587 FOR 0.05 AG2074'MILES TO A CROSS STREET (CYPRESS STREET) TURN LEFT (WEST) ON CYPRESS AG2074'STREET AND GO 0.5 MILES TO STATION ON RIGHT. AG2074' AG2074'THE STATION IS A STANDARD USC+GS DISK STAMPED---CYPRESS 2 1960--- AG2074'THE SURFACE DISK IS SET INTO THE TOP OF A 12 INCH ROUND CONCRETE AG2074'MONUMENT FLUSH WITH THE GROUND. LOCATED 99.7 FEET EAST FROM A FIRE AG2074'HYDRANT, 10.5 FEET NORTH FROM THE NORTH CURB OF CYPRESS STREET, AND AG2074'1.6 FEET WEST FROM A FOUR INCH SQUARE BY SIX FOOT WOODEN POST. THE AG2074'UNDERGROUND MARK IS UNKNOWN. AG2074' AG2074'REFERENCE MARK NO 9 IS A STANDARD USC+GS DISK STAMPED---CYPRESS 2 AG2074'1960 NO 9 1975---THE SURFACE DISK IS A 12 INCH ROUND CONCRETE AG2074'MONUMENT FLUSH WITH THE GROUND. LOCATED 87.3 FEET EAST FROM A FIRE AG2074'HYDRANT, 15.7 FEET NORTH FROM THE NORTH CURB OF CYPRESS STREET, AG2074'AND 0.3 FEET SOUTH FROM A METAL WITNESS POST. AG2074' AG2074'REFERENCE MARK NO 8 IS A STANDARD USC+GS DISK STAMPED---CYPRESS 2 AG2074'1960 NO 8 1975---THE SURFACE DISK IS SET INTO THE TOP OF A 12 INCH AG2074'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND. LOCATED 67.3 FEET AG2074'WEST NORTHWEST FROM THE CURB END WHERE CYPRESS STREET NARROWS, 18.0 AG2074'FEET NORTH FROM THE NORTH CURB OF CYPRESS STREET, 1.6 FEET NORTH FROM AG2074'THE TELEPHONE COMPANY WITNESS POST, AND 0.7 FEET SOUTH FROM A METAL AG2074'WITNESS POST. AG2074' AG2074'REFERENCE MARK NO 6 IS A STANDARD USC+GS DISK STAMPED---CYPRESS 2 AG2074'1960 NO6 1973---THE SURFACE DISK IS CEMENTED IN NORTH CURB OF NORTH AG2074'FRONTAGE ROAD. LOCATED 24.6 FEET SOUTH FROM THE WEST 1 OF 4 PILLARS AG2074'OF A LARGE BILLBOARD, AND 16.4 FEET NORTHEAST FROM THE CENTERLINE OF AG2074'FRONTAGE ROAD. AG2074 AG2074 STATION RECOVERY (2003) AG2074 AG2074'RECOVERY NOTE BY GEOCACHING 2003 (MDM) AG2074'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5367 *********************************************************************** AG5367 DESIGNATION - CYPRESS 2 RM 4 AG5367 PID - AG5367 AG5367 STATE/COUNTY- FL/HILLSBOROUGH AG5367 USGS QUAD - GANDY BRIDGE (1987) AG5367 AG5367 *CURRENT SURVEY CONTROL AG5367 ___________________________________________________________________ AG5367* NAD 83(1990)- 27 57 09.30132(N) 082 32 03.46173(W) ADJUSTED AG5367* NAVD 88 - 1.26 (meters) 4.1 (feet) RESET AG5367 ___________________________________________________________________ AG5367 LAPLACE CORR- -1.25 (seconds) DEFLEC99 AG5367 GEOID HEIGHT- -24.82 (meters) GEOID99 AG5367 AG5367 HORZ ORDER - FIRST AG5367 VERT ORDER - THIRD AG5367 AG5367.The horizontal coordinates were established by classical geodetic methods AG5367.and adjusted by the National Geodetic Survey in May 1991. AG5367 AG5367.The orthometric height was computed from unverified reset data. AG5367.No vertical observational check was made to the station. AG5367 AG5367.The Laplace correction was computed from DEFLEC99 derived deflections. AG5367 AG5367.The geoid height was determined by GEOID99. AG5367 AG5367; North East Units Scale Converg. AG5367;SPC FL W - 401,069.571 147,425.429 MT 0.99997528 -0 15 01.6 AG5367;UTM 17 - 3,092,897.251 349,068.084 MT 0.99988118 -0 43 09.6 AG5367 AG5367: Primary Azimuth Mark Grid Az AG5367:SPC FL W - CYPRESS 2 RM 5 320 49 41.5 AG5367:UTM 17 - CYPRESS 2 RM 5 321 17 49.5 AG5367 AG5367|---------------------------------------------------------------------| AG5367| PID Reference Object Distance Geod. Az | AG5367| dddmmss.s | AG5367| AG2090 TAMPA INTL APT CONTROL TOWER APPROX. 3.2 KM 0001424.3 | AG5367| CW7021 CYPRESS 2 RM 6 22.342 METERS 01126 | AG5367| AG2074 CYPRESS 2 RESET 86.702 METERS 09507 | AG5367| AG2075 PALMA CEIA CHECKERED TANK APPROX. 4.3 KM 1344447.9 | AG5367| AG2088 CYPRESS 3 72.747 METERS 14035 | AG5367| AG1321 MACDILL AFB HOSP WATER TANK APPROX.13.6 KM 1533946.3 | AG5367| AG1312 MACDILL AFB CHECKERED TANK APPROX.11.8 KM 1592814.4 | AG5367| CW7022 CYPRESS 2 RM 7 24.434 METERS 27536 | AG5367| AG2091 TAMPA RAD STA WFLA S TOWER APPROX. 2.2 KM 3072053.5 | AG5367| CW7020 CYPRESS 2 RM 5 3203439.9 | AG5367| AL0620 OLDSMAR TAMPA ELEC MICROWAVE APPROX.11.3 KM 3292531.6 | AG5367|---------------------------------------------------------------------| AG5367 AG5367 SUPERSEDED SURVEY CONTROL AG5367 AG5367 NAD 83(1986)- 27 57 09.30690(N) 082 32 03.47309(W) AD( ) 1 AG5367 NAD 27 - 27 57 08.23105(N) 082 32 04.12726(W) AD( ) 1 AG5367 NGVD 29 - 1.51 (m) 5.0 (f) RESET 3 AG5367 AG5367.Superseded values are not recommended for survey control. AG5367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5367.See file dsdata.txt to determine how the superseded data were derived. AG5367 AG5367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4906892897(NAD 83) AG5367_MARKER: DR = REFERENCE MARK DISK AG5367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG5367_STAMPING: CYPRESS 2 NO 4 1960 1973 AG5367_MAGNETIC: N = NO MAGNETIC MATERIAL AG5367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG5367+STABILITY: SURFACE MOTION AG5367 AG5367 HISTORY - Date Condition Report By AG5367 HISTORY - 1973 MONUMENTED NGS AG5367 HISTORY - 1973 GOOD NGS AG5367 HISTORY - 1975 SEE DESCRIPTION NGS AG5367 HISTORY - 1982 GOOD FL-057 AG5367 HISTORY - 1989 MARK NOT FOUND USPSQD AG5367 AG5367 STATION DESCRIPTION AG5367 AG5367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS) AG5367'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF TAMPA AG5367'INTERNATIONAL AIRPORT, ON THE WEST EDGE OF TAMPA AND ON STATE AG5367'ROAD RIGHT OF WAY. AG5367' AG5367'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY AG5367'75 AND STATE HIGHWAY 60 ON THE WEST EDGE OF TAMPA, GO AG5367'NORTHWEST ON HIGHWAY 60 FOR 0.4 MILE TO THE JUNCTION OF AG5367'CYPRESS STREET AND THE STATION IN THE NORTHEAST ANGLE OF THE AG5367'INTERSECTION AS DESCRIBED. AG5367' AG5367'STATION MARK, STAMPED CYPRESS 2 NO 4 1960 1973 IS A STANDARD AG5367'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH AG5367'WITH THE GROUND. THE UNDERGROUND DISK IS SET IN AN IRREGULAR AG5367'MASS OF CONCRETE ABOUT 42-INCHES BELOW THE GROUND SURFACE. IT AG5367'IS STAMPED CYPRESS 2 NO 4 1934 1973. THEY ARE 85 FEET WEST OF AG5367'THE CENTER OF A PAVED ROAD, 63 FEET NORTH OF THE CENTER OF AG5367'CYPRESS STREET, 61 FEET EAST OF THE SOUTH END OF A CHAIN LINK AG5367'FENCE AND 33 FEET EAST OF A POWER POLE NUMBERED 3303. AG5367' AG5367'STATION MARK, STAMPED CYPRESS 2 1960 IS A STANDARD DISK SET AG5367'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS AG5367'1-INCH. IT IS 42.5 FEET NORTH OF THE CENTER OF CYPRESS STREET, AG5367'28 FEET NORTHEAST OF POWER POLE NUMBERED 5315, 26.5 FEET AG5367'NORTHWEST OF A PALM TREE AND 0.6 FOOT WEST OF A METAL WITNESS AG5367'POST. AG5367' AG5367'REFERENCE MARK 5, STAMPED CYPRESS 2 NO 5 1960 1973 IS A AG5367'STANDARD DISK CEMENTED IN A DRILL HOLE IN A CONCRETE BRIDGE. IT AG5367'IS 24.5 FEET SOUTH OF A METAL LIGHT POLE, 21 FEET WEST OF THE AG5367'CENTER OF EXIT ROAD OF SOUTH BOUND LANE TO STATE HIGHWAY 60 AG5367'FROM TAMPA INTERNATIONAL AIRPORT, 13.5 FEET NORTH OF THE AG5367'SOUTHWEST CORNER OF THE BRIDGE AND 2.5 FEET EAST OF THE WEST AG5367'EDGE OF THE BRIDGE. AG5367' AG5367'REFERENCE MARK 6, STAMPED CYPRESS 2 NO 6 1960 1973 IS A AG5367'STANDARD DISK CEMENTED IN A DRILL HOLE IN A CONCRETE ROAD AG5367'CURB. IT IS 29.5 FEET SOUTHEAST OF A TWIN TRUNK TREE, 27.5 AG5367'FEET SOUTHEAST OF A FIRE HYDRANT AND 15 FEET NORTH OF THE AG5367'CENTER OF THE PAVED ROAD. AG5367' AG5367'REFERENCE MARK 7, STAMPED CYPRESS 2 NO 7 1960 1973 IS A AG5367'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT AG5367'IS FLUSH WITH THE GROUND. IT IS 56 FEET NORTHWEST OF THE POWER AG5367'POLE NUMBERED 3303, 8 FEET EAST OF A METAL LIGHT POLE AND 1 AG5367'FOOT EAST OF A CHAIN LINK FENCE. AG5367' AG5367'TO REACH REFERENCE MARK 5 FROM THE STATION GO NORTHWESTERLY AG5367'ON STATE HIGHWAY 60 FOR 0.5 MILE TO THE FIRST BRIDGE AND THE AG5367'MARK IN THE SOUTHWEST CORNER AS DESCRIBED. AG5367' AG5367'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS. AG5367 AG5367 STATION RECOVERY (1973) AG5367 AG5367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AG5367'AT TAMPA. AG5367'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 60 FROM THE JUNCTION OF AG5367'INTERSTATE HIGHWAY 75 IN THE WEST EDGE OF TAMPA, 85 FEET WEST OF AG5367'THE CENTER LINE OF THE STREET, 63 FEET NORTH OF THE CENTER OF AG5367'CYPRESS STREET, 61 FEET EAST OF THE SOUTH END OF A CHAIN LINK AG5367'FENCE, 33 FEET EAST OF POWER LINE POLE 3303 AND SET IN THE TOP AG5367'OF A CONCRETE POST FLUSH WITH THE GROUND. AG5367 AG5367 STATION RECOVERY (1975) AG5367 AG5367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN) AG5367'THE STATION UNDERGROUND MARK, REFERENCE MARK 5, 6 AND 7 WERE AG5367'RECOVERED AND FOUND IN GOOD CONDITION. THE SURFACE STATION AG5367'MARK WAS FOUND LEANING TO THE SOUTH. A NEW SURFACE STATION AG5367'MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK. THE DIRECTION AG5367'TO CYPRESS 2 1960 AND REFERENCE MARK 6 CHECKED. A DIFFERENCE AG5367'OF 1 MIN 44 SEC WAS OBSERVED TO REFERENCE MARK 7. THE DISTANCE AG5367'TO REFERENCE MARK 7 CHECKED. A LONGER DISTANCE OF .07 FEET OR AG5367'.019 METERS WAS MEASURED TO REFERENCE MARK 6. A LONGER AG5367'DISTANCE OF .08 FEET OR .023 METERS WAS MEASURED TO CYPRESS 2 AG5367'1960. STATION CYPRESS 2 1960 WAS FOUND LEANING TO THE NORTH AG5367'AND WAS ALSO RESET DIRECTLY OVER THE UNDERGROUND MARK. THE AG5367'ENTIRE INTERSECTION IS UNDER CONSTRUCTION, SO CYPRESS 3 AG5367'WAS ESTABLISHED AT THIS TIME. DUE TO CHANGES, A COMPLETE AG5367'NEW DESCRIPTION FOLLOWS. AG5367' AG5367'STATION MARK, A STANDARD REFERENCE DISK STAMPED CYPRESS 2 RM AG5367'4 1973 1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL AG5367'CONCRETE MONUMENT THAT IS 15-INCHES BELOW THE GROUND AG5367'SURFACE. IT IS 42.5 FEET WEST-NORTHWEST OF THE SOUTHWEST AG5367'CORNER OF A 6.5 BY 9.5 FOOT CONCRETE DRAINAGE CULVERT, 39.5 AG5367'FEET WEST OF THE NORTHWEST CORNER OF THE CONCRETE CULVERT AND AG5367'2 FEET NORTH OF A 4 BY 4 INCH WOODEN POST WITH A WITNESS AG5367'SIGN. THE UNDERGROUND STATION MARK IS AG5367'AN IRREGULAR MASS OF CONCRETE 42-INCHES BELOW GROUND SURFACE AG5367'AND IS A REFERENCE DISK. AG5367' AG5367'REFERENCE MARK 5, A STANDARD DISK STAMPED CYPRESS 2 NO 5 1960 AG5367'1973, IS CEMENTED IN A DRILL HOLE IN THE FLOOR OF CONCRETE AG5367'OVERPASS. IT IS 0.35 MILE NORTHWEST OF THE STATION ON THE AG5367'SOUTH BOUND LANE OF STATE HIGHWAY 60, 13.5 FEET NORTH OF THE AG5367'SOUTHWEST CORNER OF THE OVERPASS AND 2.5 FEET EAST OF THE WEST AG5367'EDGE OF THE OVERPASS. AG5367' AG5367'REFERENCE MARK 6, STAMPED CYPRESS 2 NO 6 1960 1973, IS A AG5367'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE NORTH CURB OF AG5367'ROAD. IT IS 29.5 FEET SOUTHEAST OF A TWIN TRUNK TREE AND 15 AG5367'FEET NORTH OF THE CENTER OF ROAD. AG5367' AG5367'REFERENCE MARK 7, STAMPED CYPRESS 2 NO 7 1960 1973 IS A AG5367'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT AG5367'IS SET FLUSH WITH THE GROUND. IT IS 10 FEET EAST OF THE EAST AG5367'EDGE OF PAVEMENT OF HIGHWAY 60. AG5367' AG5367'STATION CYPRESS 2, A STANDARD DISK STAMPED CYPRESS 2 1960 1975, AG5367'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AG5367'THAT IS SET FLUSH WITH THE GROUND SURFACE. IT IS 124.2 FEET AG5367'NORTHWEST OF THE NORTHWEST SIDE OF POWER LINE POLE 5312, 97 AG5367'FEET NORTHEAST OF POWER LINE POLE 5316, 13.4 FEET SOUTHEAST AG5367'OF A METAL WITNESS POST, 42 FEET NORTH OF THE CENTER OF THE AG5367'PROPOSED CENTER OF CYPRESS STREET, 10.5 FEET SOUTHEAST OF A AG5367'10-INCH TREE, 5.5 FEET SOUTH OF THE RIGHT-OF-WAY LINE AND 2 AG5367'FEET EAST OF A 4 BY 4 INCH WOODEN WITNESS POST WITH AG5367'SIGN. AG5367' AG5367'STATION CYPRESS 3, A STANDARD DISK STAMPED CYPRESS 3 1975, IS AG5367'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION FOR THE AG5367'PILLARS AT THE WEST ENTRANCE TO THE KING RENT-A-CAR AG5367'BUILDING. IT IS 39 FEET SOUTHWEST OF THE NORTHWEST CORNER OF AG5367'THE BUILDING, 30 FEET NORTHWEST OF THE SOUTHWEST CORNER OF AG5367'THE BUILDING, 3.7 FEET NORTH OF THE NORTH SIDE OF THE SOUTH AG5367'PILLAR OF BUILDING AND 3.1 FEET SOUTH OF THE SOUTH SIDE OF THE AG5367'SECOND PILLAR FROM THE SOUTH. AG5367' AG5367'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET. AG5367' AG5367'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AG5367'ON THE WEST EDGE OF TAMPA. AG5367 AG5367 STATION RECOVERY (1982) AG5367 AG5367'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1982 (RSW) AG5367'STATION MARK, RMS 4, 6, 8, AND 9 AND CYPRESS 3 WERE RECOVERED IN AG5367'GOOD CONDITION. AG5367' AG5367'THE STATION IS LOCATED NEAR THE SOUTH END OF TAMPA INTERNATIONAL AG5367'AIRPORT AND NORTH OF I-275 AND HIGHWAY 60. ON DOT RIGHT OF WAY. AG5367' AG5367'TO REACH THE STATION FROM THE JUNCTION OF I-275 AND COUNTY ROAD 587, AG5367'ABOUT 4 MILES WEST OF DOWNTOWN TAMPA GO NORTH ON ROAD 587 FOR AG5367'0.05 MILES TO A CROSS STREET TURN LEFT (WEST) ON CYPRESS STREET FOR AG5367'0.6 MILES TO AN OVERPASS. THE STATION IS ON THE RIGHT. AG5367' AG5367'THE STATION IS A STANDARD USGS DISK STAMPED---CYPRESS 2 RM 4 1973--- AG5367'THE SURFACE DISK IS SET INTO THE TOP OF A 12 INCH ROUND CONCRETE AG5367'MONUMENT RECESSED 24 INCHES BELOW THE GROUND. LOCATED 71.8 FEET AG5367'EAST NORTHEAST FROM THE EAST 1 OF 9 PILLARS SUPPORTING THE OVERPASS, AG5367'62.3 FEET WEST NORTHWEST FROM THE FRONTAGE CURB AT CULVERT, AND AG5367'31.8 FEET NORTH OF THE NORTH CURB OF CYPRESS STREET. THE UNDERGROUND AG5367'MARK IS A STANDARD NGS DISK STAMPED---CYPRESS 2 1960 RM 4---SET AG5367'IN AN IRREGULAR MASS OF CONCRETE 3.7 FEET BELOW THE SURFACE. AG5367' AG5367'REFERENCE MARK IS A STANDARD USGS DISK STAMPED---CYPRESS 3 1975--- AG5367'SURFACE DISK IS CEMENTED IN DRILL HOLE OF CONCRETE FLOORING OF AG5367'DEMOLISHED BUILDING. LOCATED 84.6 FEET SOUTH FROM THE SOUTH CURB AG5367'OF CYPRESS STREET, 78.1 FEET NORTH NORTHWEST FROM THE CURVED CURB AG5367'AT CULVERT, 24.9 FEET EAST FROM THE EAST CURB OF FRONTAGE ROAD, AND AG5367'7.2 FEET EAST FROM A METAL WITNESS POST. AG5367' AG5367'REF. MARK IS A STANDARD USGS DISK STAMPED---CYPRESS 2 1960 1975--- AG5367'THE SURFACE DISK IS SET INTO THE TOP OF A 12 INCH ROUND CONCRETE AG5367'MONUMENT FLUSH WITH THE GROUND. LOCATED 99.7 FEET EAST FROM A AG5367'FIRE HYDRANT, 10.5 FEET NORTH FROM THE NORTH CURB CYPRESS STREET, AG5367'AND 1.6 FEET WEST FROM A 4 INCH BY 6 FEET WOODEN POST. AG5367' AG5367'NO AZIMUTH MK RECOVERED OR ESTABLISHED AG5367' AG5367'HEIGHT OF LIGHT ABOVE MARK 30.911 METERS AG5367 AG5367 STATION RECOVERY (1989) AG5367 AG5367'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM) AG5367'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6307 *********************************************************************** AL6307 DESIGNATION - D 20 RESET AL6307 PID - AL6307 AL6307 STATE/COUNTY- FL/HILLSBOROUGH AL6307 USGS QUAD - OLDSMAR (1987) AL6307 AL6307 *CURRENT SURVEY CONTROL AL6307 ___________________________________________________________________ AL6307* NAD 83(1986)- 28 02 00. (N) 082 38 53. (W) SCALED AL6307* NAVD 88 - 1.47 (meters) 4.8 (feet) RESET AL6307 ___________________________________________________________________ AL6307 GEOID HEIGHT- -24.85 (meters) GEOID99 AL6307 AL6307 VERT ORDER - THIRD AL6307 AL6307.The horizontal coordinates were scaled from a topographic map and have AL6307.an estimated accuracy of +/- 6 seconds. AL6307 AL6307.The orthometric height was computed from unverified reset data. AL6307.No vertical observational check was made to the station. AL6307 AL6307.The geoid height was determined by GEOID99. AL6307 AL6307; North East Units Estimated Accuracy AL6307;SPC FL W - 410,070. 136,280. MT (+/- 180 meters Scaled) AL6307 AL6307 SUPERSEDED SURVEY CONTROL AL6307 AL6307 NGVD 29 - 1.73 (m) 5.7 (f) RESET 3 AL6307 AL6307.Superseded values are not recommended for survey control. AL6307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6307.See file dsdata.txt to determine how the superseded data were derived. AL6307 AL6307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM379019(NAD 83) AL6307_MARKER: DB = BENCH MARK DISK AL6307_SETTING: 0 = UNSPECIFIED SETTING AL6307_STAMPING: D 20 RESET AL6307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL6307 AL6307 HISTORY - Date Condition Report By AL6307 HISTORY - UNK MONUMENTED FLGS AL6307 HISTORY - 1958 MARK NOT FOUND NGS AL6307 HISTORY - 20010804 MARK NOT FOUND USPSQD AL6307 AL6307 STATION DESCRIPTION AL6307 AL6307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AL6307'1.3 MI E FROM OLDSMAR. AL6307'IN HILLSBOROUGH COUNTY, 1.3 MILES EAST ALONG STATE HIGHWAY 580 AL6307'FROM THE JUNCTION OF BAYVIEW BOULEVARD AT OLDSMAR, PINELLAS AL6307'COUNTY, AT THE JUNCTION OF TAMPA SHORES ROAD, AT THE AL6307'HILLSBOROUGH-PINELLAS COUNTY LINE, 36.5 FEET WEST OF THE NORTHWEST AL6307'CORNER OF THE WORLD WAR MEMORIAL, 22 FEET SOUTH OF THE CENTERLINE AL6307'OF THE HIGHWAY, 21.5 FEET WEST OF A 24-INCH PALM TREE, AND 1 FOOT AL6307'NORTH OF A WHITE WOODEN WITNESS POST. NOTE-- IN 1945, A FIELD AL6307'PARTY FROM THIS BUREAU FOUND THE ABOVE-DESCRIBED MARK TO BE IN AL6307'THE WAY OF HIGHWAY CONSTRUCTION AND MOVED IT 4.25 FEET EAST AND AL6307'79.05 FEET NORTH OF ITS ORIGINAL POSITION. IT WAS STAMPED AL6307'D 20 RESET. AL6307 AL6307 STATION RECOVERY (2001) AL6307 AL6307'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH) AL6307'STATION POSSIBLY DISTURBED WHEN STATE ROAD 580 WAS WIDENED TO SIX AL6307'LANES IN 1995. WORLD WAR MEMORIAL AND WITNESS POST NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG6240 *********************************************************************** AG6240 DESIGNATION - D 44 FLGS RESET 1957 AG6240 PID - AG6240 AG6240 STATE/COUNTY- FL/HILLSBOROUGH AG6240 USGS QUAD - FT LONESOME (1987) AG6240 AG6240 *CURRENT SURVEY CONTROL AG6240 ___________________________________________________________________ AG6240* NAD 83(1986)- 27 42 16. (N) 082 14 58. (W) SCALED AG6240* NAVD 88 - 29.97 (meters) 98.3 (feet) RESET AG6240 ___________________________________________________________________ AG6240 GEOID HEIGHT- -24.86 (meters) GEOID99 AG6240 AG6240 VERT ORDER - THIRD AG6240 AG6240.The horizontal coordinates were scaled from a topographic map and have AG6240.an estimated accuracy of +/- 6 seconds. AG6240 AG6240.The orthometric height was computed from unverified reset data. AG6240 AG6240.The geoid height was determined by GEOID99. AG6240 AG6240; North East Units Estimated Accuracy AG6240;SPC FL W - 373,480. 175,400. MT (+/- 180 meters Scaled) AG6240 AG6240 SUPERSEDED SURVEY CONTROL AG6240 AG6240.No superseded survey control is available for this station. AG6240 AG6240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL768650(NAD 83) AG6240_MARKER: DE = TRAVERSE STATION DISK AG6240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6240_STAMPING: D 44 RESET 1957 AG6240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6240+STABILITY: SURFACE MOTION AG6240 AG6240 HISTORY - Date Condition Report By AG6240 HISTORY - 1957 MONUMENTED FLGS AG6240 HISTORY - 1958 GOOD NGS AG6240 AG6240 STATION DESCRIPTION AG6240 AG6240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AG6240'3.2 MI E FROM WIMAUMA. AG6240'3.2 MILES EAST ALONG STATE HIGHWAY 674 FROM THE SEABOARD AIR AG6240'LINE RAILROAD STATION AT WIMAUMA, 0.15 MILE WEST OF AN AG6240'INTERSECTION WITH GRANGE HALL LOOP ROAD, 0.2 MILE WEST OF A AG6240'FARMHOUSE, 0.15 MILE EAST OF ANOTHER FARMHOUSE, IN LINE WITH A AG6240'ROW OF TELEPHONE POLES, 49 FT. SOUTH OF THE CENTER LINE OF THE AG6240'HIGHWAY 1 FT. NORTH OF A CONCRETE WITNESS POST SET IN THE TOP AG6240'OF A CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG6244 *********************************************************************** AG6244 DESIGNATION - D 45 FLGS RESET 1957 AG6244 PID - AG6244 AG6244 STATE/COUNTY- FL/HILLSBOROUGH AG6244 USGS QUAD - FT LONESOME (1987) AG6244 AG6244 *CURRENT SURVEY CONTROL AG6244 ___________________________________________________________________ AG6244* NAD 83(1986)- 27 42 17. (N) 082 12 56. (W) SCALED AG6244* NAVD 88 - 24.68 (meters) 81.0 (feet) RESET AG6244 ___________________________________________________________________ AG6244 GEOID HEIGHT- -24.88 (meters) GEOID99 AG6244 AG6244 VERT ORDER - THIRD AG6244 AG6244.The horizontal coordinates were scaled from a topographic map and have AG6244.an estimated accuracy of +/- 6 seconds. AG6244 AG6244.The orthometric height was computed from unverified reset data. AG6244 AG6244.The geoid height was determined by GEOID99. AG6244 AG6244; North East Units Estimated Accuracy AG6244;SPC FL W - 373,510. 178,740. MT (+/- 180 meters Scaled) AG6244 AG6244 SUPERSEDED SURVEY CONTROL AG6244 AG6244.No superseded survey control is available for this station. AG6244 AG6244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL801650(NAD 83) AG6244_MARKER: DB = BENCH MARK DISK AG6244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6244_STAMPING: D 45 RESET 1957 AG6244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6244+STABILITY: SURFACE MOTION AG6244 AG6244 HISTORY - Date Condition Report By AG6244 HISTORY - 1957 MONUMENTED FLGS AG6244 HISTORY - 1973 GOOD NGS AG6244 AG6244 STATION DESCRIPTION AG6244 AG6244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 AG6244'5.1 MI E FROM WIMAUMA. AG6244'5.1 MILES EAST ALONG STATE HIGHWAY 674 FROM THE SEABOARD AIR AG6244'LINE RAILROAD STATION AT WIMAUMA, 67 FEET EAST OF A FENCE AG6244'CORNER, 48.5 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 674, 3 AG6244'FEET NORTH OF A WIRE FENCE, 1.5 FEET NORTH OF A CONCRETE AG6244'RIGHT-OF-WAY MARKER, 1 FOOT EAST OF A METAL WITNESS POST AND AG6244'ABOUT 2 FEET LOWER THAN THE HIGHWAY. A DISK SET IN THE TOP OF AN AG6244'8-INCH SQUARE CONCRETE MONUMENT THAT IS SET FLUSH WITH THE AG6244'GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG6246 *********************************************************************** AG6246 DESIGNATION - D 46 FLGS RESET 1957 AG6246 PID - AG6246 AG6246 STATE/COUNTY- FL/HILLSBOROUGH AG6246 USGS QUAD - FT LONESOME (1987) AG6246 AG6246 *CURRENT SURVEY CONTROL AG6246 ___________________________________________________________________ AG6246* NAD 83(1986)- 27 42 17. (N) 082 11 18. (W) SCALED AG6246* NAVD 88 - 23.94 (meters) 78.5 (feet) RESET AG6246 ___________________________________________________________________ AG6246 GEOID HEIGHT- -24.90 (meters) GEOID99 AG6246 AG6246 VERT ORDER - THIRD AG6246 AG6246.The horizontal coordinates were scaled from a topographic map and have AG6246.an estimated accuracy of +/- 6 seconds. AG6246 AG6246.The orthometric height was computed from unverified reset data. AG6246 AG6246.The geoid height was determined by GEOID99. AG6246 AG6246; North East Units Estimated Accuracy AG6246;SPC FL W - 373,500. 181,430. MT (+/- 180 meters Scaled) AG6246 AG6246 SUPERSEDED SURVEY CONTROL AG6246 AG6246.No superseded survey control is available for this station. AG6246 AG6246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL828650(NAD 83) AG6246_MARKER: DE = TRAVERSE STATION DISK AG6246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6246_STAMPING: D 46 RESET 1957 AG6246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6246+STABILITY: SURFACE MOTION AG6246 AG6246 HISTORY - Date Condition Report By AG6246 HISTORY - 1957 MONUMENTED FLGS AG6246 HISTORY - 1958 GOOD NGS AG6246 HISTORY - 19920806 GOOD USPSQD AG6246 AG6246 STATION DESCRIPTION AG6246 AG6246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AG6246'6.6 MI E FROM WIMAUMA. AG6246'6.55 MILES EAST ALONG STATE HIGHWAY 674 FROM THE SEABOARD AIR AG6246'LINE RAILROAD STATION AT WIMAUMA, 0.2 MILE WEST OF A CONCRETE AG6246'BRIDGE, 685 FT. EAST OF THE CENTER OF A JUNCTION WITH GRANGE AG6246'HALL LOOP ROAD, 409 FT. EAST OF THE EAST END OF 24 INCH CONCRETE AG6246'PIPE CULVERT, 50 FT. NORTH OF THE CENTER LINE OF THE HIGHWAY, AG6246'1 FT. SOUTH OF A CONCRETE WITNESS POST, SET IN THE TOP OF A AG6246'CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE THE GROUND AT HIGHWAY AG6246'STATION 490. AG6246 AG6246 STATION RECOVERY (1992) AG6246 AG6246'RECOVERY NOTE BY US POWER SQUADRON 1992 (LBD) AG6246'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG6265 *********************************************************************** AG6265 DESIGNATION - D 49 FLGS RESET 1957 AG6265 PID - AG6265 AG6265 STATE/COUNTY- FL/HILLSBOROUGH AG6265 USGS QUAD - DUETTE NE (1987) AG6265 AG6265 *CURRENT SURVEY CONTROL AG6265 ___________________________________________________________________ AG6265* NAD 83(1990)- 27 42 16.52917(N) 082 04 08.41914(W) ADJUSTED AG6265* NAVD 88 - 40.44 (meters) 132.7 (feet) RESET AG6265 ___________________________________________________________________ AG6265 LAPLACE CORR- -1.55 (seconds) DEFLEC99 AG6265 GEOID HEIGHT- -25.01 (meters) GEOID99 AG6265 AG6265 HORZ ORDER - SECOND AG6265 VERT ORDER - THIRD AG6265 AG6265.The horizontal coordinates were established by classical geodetic methods AG6265.and adjusted by the National Geodetic Survey in May 1991. AG6265 AG6265.The orthometric height was computed from unverified reset data. AG6265 AG6265.The Laplace correction was computed from DEFLEC99 derived deflections. AG6265 AG6265.The geoid height was determined by GEOID99. AG6265 AG6265; North East Units Scale Converg. AG6265;SPC FL W - 373,476.504 193,194.488 MT 0.99994175 -0 01 55.5 AG6265;UTM 17 - 3,064,936.299 394,603.964 MT 0.99973711 -0 29 49.3 AG6265 AG6265 SUPERSEDED SURVEY CONTROL AG6265 AG6265 NAD 83(1986)- 27 42 16.53110(N) 082 04 08.44124(W) AD( ) 2 AG6265 NGVD 29 - 40.68 (m) 133.5 (f) LEVELING 3 AG6265 AG6265.Superseded values are not recommended for survey control. AG6265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6265.See file dsdata.txt to determine how the superseded data were derived. AG6265 AG6265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL9460464936(NAD 83) AG6265_MARKER: DE = TRAVERSE STATION DISK AG6265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6265_STAMPING: D 49 RESET 1957 AG6265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6265+STABILITY: SURFACE MOTION AG6265 AG6265 HISTORY - Date Condition Report By AG6265 HISTORY - 1957 MONUMENTED FLGS AG6265 HISTORY - 1958 GOOD NGS AG6265 HISTORY - 1985 GOOD FL-057 AG6265 AG6265 STATION DESCRIPTION AG6265 AG6265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AG6265'13.7 MI E FROM WIMAUMA. AG6265'12.7 MILES EAST ALONG STATE HIGHWAY 674 FROM THE SEABOARD AIR AG6265'LINE RAILROAD STATION AT WIMAUMA, 163 YARDS EAST OF A JUNCTION AG6265'WITH MIZELL ROAD, 0.85 MILE WEST OF THE HILLSBOROUGH AND POLK AG6265'COUNTY LINE, 100 YARDS SOUTHEAST OF A FARMHOUSE, 50.5 FT. SOUTH AG6265'OF THE CENTER LINE OF THE HIGHWAY, 1.1 FT. NORTH OF A FENCE, AG6265'0.7 FT. NORTH OF A CONCRETE WITNESS POST, SET IN THE TOP OF A AG6265'CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE THE GROUND. AG6265 AG6265 STATION RECOVERY (1985) AG6265 AG6265'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW) AG6265'STATION WAS NOT OCCUPIED. ANGLE AND DISTANCE TURNED TO IT AG6265'FROM LONE. AG6265' AG6265'THE STATION IS LOCATED 29.0 MILES SOUTHEAST OF THE INTERSECTION OF AG6265'INTERSTATE 4 AND 75 AND 14.6 MILES EAST SOUTHEAST OF WINAUMA. AG6265' AG6265'TO REACH THE STATION FROM THE INTERSECTION OF HWY 39 AND STATE ROAD AG6265'674, PROCEED EAST ON STATE ROAD 674 FOR ABOUT 4.75 MILES TO AG6265'THE STATION ON THE RIGHT. AG6265' AG6265'THE STATION IS A STANDARD U.S.C. + G.S.DISK STAMPED AG6265'---D 49 RESET 1957---SET INTO THE TOP OF A 6 INCH SQUARE AG6265'CONCRETE MONUMENT RECESSED 4 INCHES BELOW THE GROUND, AG6265'LOCATED 50.7 FEET SOUTH OF THE CENTERLINE OF STATE ROAD AG6265'674, 26.9 FEET EAST OF A POWER POLE, 0.8 FOOT NORTH OF A AG6265'FOUR(4) INCH BY FOUR(4) INCH CONCRETE MONUMENT, 1.1 FEET AG6265'NORTHEAST OF A FENCE POST WITH METAL WITNESS SIGN. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG6220 *********************************************************************** AG6220 DESIGNATION - DC 107 FLGS RESET 1957 AG6220 PID - AG6220 AG6220 STATE/COUNTY- FL/HILLSBOROUGH AG6220 USGS QUAD - WIMAUMA (1987) AG6220 AG6220 *CURRENT SURVEY CONTROL AG6220 ___________________________________________________________________ AG6220* NAD 83(1986)- 27 42 45. (N) 082 20 42. (W) SCALED AG6220* NAVD 88 - 19.22 (meters) 63.1 (feet) RESET AG6220 ___________________________________________________________________ AG6220 GEOID HEIGHT- -24.80 (meters) GEOID99 AG6220 AG6220 VERT ORDER - THIRD AG6220 AG6220.The horizontal coordinates were scaled from a topographic map and have AG6220.an estimated accuracy of +/- 6 seconds. AG6220 AG6220.The orthometric height was computed from unverified reset data. AG6220 AG6220.The geoid height was determined by GEOID99. AG6220 AG6220; North East Units Estimated Accuracy AG6220;SPC FL W - 374,400. 165,980. MT (+/- 180 meters Scaled) AG6220 AG6220 SUPERSEDED SURVEY CONTROL AG6220 AG6220.No superseded survey control is available for this station. AG6220 AG6220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL674660(NAD 83) AG6220_MARKER: DE = TRAVERSE STATION DISK AG6220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6220_STAMPING: DC 107 RESET 1957 AG6220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6220+STABILITY: SURFACE MOTION AG6220 AG6220 HISTORY - Date Condition Report By AG6220 HISTORY - 1957 MONUMENTED CGS AG6220 HISTORY - 1958 GOOD NGS AG6220 AG6220 STATION DESCRIPTION AG6220 AG6220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AG6220'3 MI W FROM WIMAUMA. AG6220'3.0 MILES WEST ALONG STATE HIGHWAY 674 FROM THE SEABOARD AIR AG6220'LINE RAILROAD STATION AT WIMAUMA, 0.6 MILE WEST OF AN AG6220'INTERSECTION WITH U.S. HIGHWAY 301, 83 FT. NORTH OF THE CENTER AG6220'LINE OF THE HIGHWAY, 31 FT. NORTH OF A FENCE, 196 FT. EAST AG6220'NORTHEAST OF A POWER POLE, 217 FT. EAST NORTHEAST OF THE EAST AG6220'END OF A WIRE GATE, 137 FT. WEST NORTHWEST OF A POWER POLE, 1 FT. AG6220'SOUTH OF A CONCRETE WITNESS POST, SET IN THE TOP OF A CONCRETE AG6220'WITNESS POST WHICH PROJECTS 0.4 FT. ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG6222 *********************************************************************** AG6222 DESIGNATION - DC 108 FLGS RESET 1957 AG6222 PID - AG6222 AG6222 STATE/COUNTY- FL/HILLSBOROUGH AG6222 USGS QUAD - WIMAUMA (1987) AG6222 AG6222 *CURRENT SURVEY CONTROL AG6222 ___________________________________________________________________ AG6222* NAD 83(1986)- 27 42 45. (N) 082 20 21. (W) SCALED AG6222* NAVD 88 - 19.91 (meters) 65.3 (feet) RESET AG6222 ___________________________________________________________________ AG6222 GEOID HEIGHT- -24.81 (meters) GEOID99 AG6222 AG6222 VERT ORDER - THIRD AG6222 AG6222.The horizontal coordinates were scaled from a topographic map and have AG6222.an estimated accuracy of +/- 6 seconds. AG6222 AG6222.The orthometric height was computed from unverified reset data. AG6222 AG6222.The geoid height was determined by GEOID99. AG6222 AG6222; North East Units Estimated Accuracy AG6222;SPC FL W - 374,400. 166,550. MT (+/- 180 meters Scaled) AG6222 AG6222 SUPERSEDED SURVEY CONTROL AG6222 AG6222.No superseded survey control is available for this station. AG6222 AG6222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL679660(NAD 83) AG6222_MARKER: DE = TRAVERSE STATION DISK AG6222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6222_STAMPING: DC 108 RESET 1957 AG6222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6222+STABILITY: SURFACE MOTION AG6222 AG6222 HISTORY - Date Condition Report By AG6222 HISTORY - 1957 MONUMENTED CGS AG6222 HISTORY - 1958 GOOD NGS AG6222 AG6222 STATION DESCRIPTION AG6222 AG6222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AG6222'2.6 MI W FROM WIMAUMA. AG6222'2.6 MILES WEST ALONG STATE HIGHWAY 674 FROM THE SEABOARD AIR AG6222'LINE RAILROAD STATION AT WIMAUMA, 0.25 MILE WEST OF AN AG6222'INTERSECTION WITH U.S. HIGHWAY 301, 52.5 FT. SOUTH OF THE CENTER AG6222'LINE OF THE HIGHWAY, 209 FT. EAST OF A T FENCE CORNER, 40 FT. AG6222'EAST OF TELEPHONE POLE 213, 0.3 FT. NORTH OF A FENCE, 1.1 FT. AG6222'NORTH OF A CONCRETE WITNESS POST SET IN THE TOP OF A CONCRETE AG6222'POST WHICH PROJECTS 0.1 FT. ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6452 *********************************************************************** AL6452 DESIGNATION - EDT 61 RESET 1969 AL6452 PID - AL6452 AL6452 STATE/COUNTY- FL/HILLSBOROUGH AL6452 USGS QUAD - ZEPHYRHILLS (1993) AL6452 AL6452 *CURRENT SURVEY CONTROL AL6452 ___________________________________________________________________ AL6452* NAD 83(1986)- 28 08 33. (N) 082 13 30. (W) SCALED AL6452* NAVD 88 - 16.34 (meters) 53.6 (feet) RESET AL6452 ___________________________________________________________________ AL6452 GEOID HEIGHT- -25.76 (meters) GEOID99 AL6452 AL6452 VERT ORDER - THIRD AL6452 AL6452.The horizontal coordinates were scaled from a topographic map and have AL6452.an estimated accuracy of +/- 6 seconds. AL6452 AL6452.The orthometric height was computed from unverified reset data. AL6452 AL6452.The geoid height was determined by GEOID99. AL6452 AL6452; North East Units Estimated Accuracy AL6452;SPC FL W - 422,020. 177,900. MT (+/- 180 meters Scaled) AL6452 AL6452 SUPERSEDED SURVEY CONTROL AL6452 AL6452.No superseded survey control is available for this station. AL6452 AL6452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM797135(NAD 83) AL6452_MARKER: DB = BENCH MARK DISK AL6452_SETTING: 30 = CURB AL6452_STAMPING: EDT 61 USE RESET 1969 AL6452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL6452 AL6452 HISTORY - Date Condition Report By AL6452 HISTORY - 1969 MONUMENTED CGS AL6452 HISTORY - 20020424 MARK NOT FOUND USPSQD AL6452 AL6452 STATION DESCRIPTION AL6452 AL6452'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 AL6452'6.7 MI SW FROM ZEPHYRHILLS. AL6452'ABOUT 6.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 301 FROM THE AL6452'SEABOARD RAILROAD STATION AT ZEPHYRHILLS TO ENTRANCE TO HILLSBORO AL6452'RIVER STATE PARK, THENCE RIGHT (NORTHERLY) ON ENTRANCE ROAD FOR AL6452'0.05 MILE TO PARK OFFICE BUILDING, 84 FEET NORTHWEST OF THE AL6452'NORTHWEST CORNER OF OFFICE BUILDING, 50.5 FEET EAST-SOUTHEAST AL6452'OF WEST FLAG POLE, 46.5 FEET SOUTH-SOUTHEAST OF EAST FLAG POLE AL6452'AND 73 FEET NORTHWEST OF POWERLINE POLE WITH TRANSFORMER. SET AL6452'IN A DRILLHOLE IN THE EAST ONE OF TWO CONCRETE CURBS. AL6452 AL6452 STATION RECOVERY (2002) AL6452 AL6452'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH) AL6452'THIS IS NOW AT THE OLD ENTRANCE TO HILLSBOROUGH RIVER STATE PARK. AL6452'PAVED AREA IS NOW PARKING LOT FOR EMPLOYEES. FLAG POLES AND BASE HAVE AL6452'BEEN REMOVED. NO CURBS LOCATED. BUMPER STOPS NOW USED. BASED ON 1969 AL6452'DESCRIPTION THE POWER POLE HAS BEEN RELOCATED. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG6171 *********************************************************************** AG6171 DESIGNATION - F 109 RESET 1955 AG6171 PID - AG6171 AG6171 STATE/COUNTY- FL/HILLSBOROUGH AG6171 USGS QUAD - LITHIA (1987) AG6171 AG6171 *CURRENT SURVEY CONTROL AG6171 ___________________________________________________________________ AG6171* NAD 83(1986)- 27 48 04. (N) 082 08 44. (W) SCALED AG6171* NAVD 88 - 29.57 (meters) 97.0 (feet) RESET AG6171 ___________________________________________________________________ AG6171 GEOID HEIGHT- -25.05 (meters) GEOID99 AG6171 AG6171 VERT ORDER - THIRD AG6171 AG6171.The horizontal coordinates were scaled from a topographic map and have AG6171.an estimated accuracy of +/- 6 seconds. AG6171 AG6171.The orthometric height was computed from unverified reset data. AG6171 AG6171.The geoid height was determined by GEOID99. AG6171 AG6171; North East Units Estimated Accuracy AG6171;SPC FL W - 384,180. 185,660. MT (+/- 180 meters Scaled) AG6171 AG6171 SUPERSEDED SURVEY CONTROL AG6171 AG6171 NGVD 29 - 29.84 (m) 97.9 (f) RESET 3 AG6171 AG6171.Superseded values are not recommended for survey control. AG6171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6171.See file dsdata.txt to determine how the superseded data were derived. AG6171 AG6171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL871756(NAD 83) AG6171_MARKER: DB = BENCH MARK DISK AG6171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6171_STAMPING: F 109 RESET 1955 AG6171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6171+STABILITY: SURFACE MOTION AG6171 AG6171 HISTORY - Date Condition Report By AG6171 HISTORY - 1955 MONUMENTED CGS AG6171 HISTORY - 1958 GOOD NGS AG6171 AG6171 STATION DESCRIPTION AG6171 AG6171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AG6171'15.6 MI NE FROM WIMAUMA. AG6171'9.1 MILES EAST ALONG STATE HIGHWAY 674 FROM THE SEABOARD AIR LINE AG6171'RAILROAD STATION AT WIMAUMA, THENCE 6.5 MILES NORTH ALONG PLANT AG6171'CITY ROAD (STATE ROAD 39) 125 YARDS EAST OF A FARMHOUSE, 54 FT. AG6171'WEST OF THE CENTER LINE OF PLANT CITY ROAD, 97 FT. WEST OF AG6171'TELEPHONE POLE 103, 27.5 FT. EAST OF A POWER POLE, 11 FT. NORTHWEST AG6171'OF A POWER POLE, 21 FT. SOUTH OF THE CENTER LINE OF A PRIVATE AG6171'DRIVEWAY LEADING WEST, 2 FT. SOUTH OF A FENCE CORNER, 0.8 FT. AG6171'WEST OF A FENCE, 2 FT. WEST OF A CONCRETE WITNESS POST, SET IN THE AG6171'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FT. ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0828 *********************************************************************** AG0828 DESIGNATION - F 76 RESET 1955 AG0828 PID - AG0828 AG0828 STATE/COUNTY- FL/HILLSBOROUGH AG0828 USGS QUAD - LITHIA (1987) AG0828 AG0828 *CURRENT SURVEY CONTROL AG0828 ___________________________________________________________________ AG0828* NAD 83(1986)- 27 51 00. (N) 082 08 43. (W) SCALED AG0828* NAVD 88 - 33.15 (meters) 108.8 (feet) RESET AG0828 ___________________________________________________________________ AG0828 GEOID HEIGHT- -25.13 (meters) GEOID99 AG0828 AG0828 VERT ORDER - THIRD AG0828 AG0828.The horizontal coordinates were scaled from a topographic map and have AG0828.an estimated accuracy of +/- 6 seconds. AG0828 AG0828.The orthometric height was computed from unverified reset data. AG0828 AG0828.The geoid height was determined by GEOID99. AG0828 AG0828; North East Units Estimated Accuracy AG0828;SPC FL W - 389,600. 185,690. MT (+/- 180 meters Scaled) AG0828 AG0828 SUPERSEDED SURVEY CONTROL AG0828 AG0828.No superseded survey control is available for this station. AG0828 AG0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL872811(NAD 83) AG0828_MARKER: DB = BENCH MARK DISK AG0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0828_STAMPING: F 76 RESET 1955 AG0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0828+STABILITY: SURFACE MOTION AG0828 AG0828 HISTORY - Date Condition Report By AG0828 HISTORY - 1955 MONUMENTED CGS AG0828 HISTORY - 1957 GOOD NGS AG0828 AG0828 STATION DESCRIPTION AG0828 AG0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 AG0828'AT LITHIA. AG0828'AT THE PRESENT SITE OF THE VILLAGE OF LITHIA, 72 YARDS SOUTH OF AG0828'THE PRESENT SITE OF THE POST OFFICE, 85.8 FEET SOUTH OF THE AG0828'CENTER LINE OF PINECREST ROAD, 85.3 FEET EAST OF THE CENTER LINE AG0828'OF STATE HIGHWAY 39, 75 YARDS NORTHEAST OF THE NORTHEAST CORNER AG0828'OF THE SCHOOL AT LITHIA, SET IN THE TOP OF A CONCRETE POST WHICH AG0828'PROJECTS 0.4 FOOT ABOVE THE GROUND. THIS COMMUNITY IS KNOWN AG0828'LOCALLY AS PINECREST ALTHOUGH THE POST OFFICE IS NAMED LITHIA. AG0828'PINECREST IS 3.6 MILES EAST OF LITHIA. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG6175 *********************************************************************** AG6175 DESIGNATION - F 77 FLGS RESET 1957 AG6175 PID - AG6175 AG6175 STATE/COUNTY- FL/HILLSBOROUGH AG6175 USGS QUAD - KEYSVILLE (1987) AG6175 AG6175 *CURRENT SURVEY CONTROL AG6175 ___________________________________________________________________ AG6175* NAD 83(1986)- 27 51 02. (N) 082 06 37. (W) SCALED AG6175* NAVD 88 - 16.14 (meters) 53.0 (feet) RESET AG6175 ___________________________________________________________________ AG6175 GEOID HEIGHT- -25.19 (meters) GEOID99 AG6175 AG6175 VERT ORDER - THIRD AG6175 AG6175.The horizontal coordinates were scaled from a topographic map and have AG6175.an estimated accuracy of +/- 6 seconds. AG6175 AG6175.The orthometric height was computed from unverified reset data. AG6175 AG6175.The geoid height was determined by GEOID99. AG6175 AG6175; North East Units Estimated Accuracy AG6175;SPC FL W - 389,650. 189,140. MT (+/- 180 meters Scaled) AG6175 AG6175 SUPERSEDED SURVEY CONTROL AG6175 AG6175.No superseded survey control is available for this station. AG6175 AG6175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL906811(NAD 83) AG6175_MARKER: DE = TRAVERSE STATION DISK AG6175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6175_STAMPING: F 77 RESET 1957 AG6175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6175+STABILITY: SURFACE MOTION AG6175 AG6175 HISTORY - Date Condition Report By AG6175 HISTORY - 1957 MONUMENTED FLGS AG6175 HISTORY - 1958 GOOD NGS AG6175 AG6175 STATION DESCRIPTION AG6175 AG6175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AG6175'2.2 MI E FROM LITHIA. AG6175'2.15 MILES EAST ALONG PINECREST ROAD FROM THE PRESENT SITE OF AG6175'THE POST OFFICE AT LITHIA, 69 FEET NORTH OF THE CENTER LINE OF AG6175'PINECREST ROAD, AT THE EAST END OF A CURVE IN THE ROAD, 3.3 FEET AG6175'SOUTH OF A FENCE, 29 FEET WEST OF THE EXTENDED CENTER LINE OF A AG6175'PRIVATE TRACK ROAD LEADING SOUTH, 165 YARDS EAST OF A WHITE FRAME AG6175'HOUSE WHICH IS ON THE NORTH SIDE OF THE ROAD, 7.3 FEET SOUTHEAST AG6175'OF A FENCE CORNER, 1.5 FEET EAST OF A CONCRETE WITNESS POST, SET AG6175'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE AG6175'GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG6178 *********************************************************************** AG6178 DESIGNATION - F 79 FLGS RESET 1957 AG6178 PID - AG6178 AG6178 STATE/COUNTY- FL/HILLSBOROUGH AG6178 USGS QUAD - KEYSVILLE (1987) AG6178 AG6178 *CURRENT SURVEY CONTROL AG6178 ___________________________________________________________________ AG6178* NAD 83(1986)- 27 51 03. (N) 082 05 15. (W) SCALED AG6178* NAVD 88 - 33.48 (meters) 109.8 (feet) RESET AG6178 ___________________________________________________________________ AG6178 GEOID HEIGHT- -25.23 (meters) GEOID99 AG6178 AG6178 VERT ORDER - THIRD AG6178 AG6178.The horizontal coordinates were scaled from a topographic map and have AG6178.an estimated accuracy of +/- 6 seconds. AG6178 AG6178.The orthometric height was computed from unverified reset data. AG6178 AG6178.The geoid height was determined by GEOID99. AG6178 AG6178; North East Units Estimated Accuracy AG6178;SPC FL W - 389,680. 191,380. MT (+/- 180 meters Scaled) AG6178 AG6178 SUPERSEDED SURVEY CONTROL AG6178 AG6178.No superseded survey control is available for this station. AG6178 AG6178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL929811(NAD 83) AG6178_MARKER: DE = TRAVERSE STATION DISK AG6178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6178_STAMPING: F 79 RESET 1957 AG6178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6178+STABILITY: SURFACE MOTION AG6178 AG6178 HISTORY - Date Condition Report By AG6178 HISTORY - 1957 MONUMENTED FLGS AG6178 HISTORY - 1957 GOOD NGS AG6178 AG6178 STATION DESCRIPTION AG6178 AG6178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 AG6178'1.2 MI S FROM WELCOME. AG6178'1.15 MILES SOUTH ALONG KEYSVILLE ROAD FROM THE SEABOARD AIR LINE AG6178'RAILROAD STATION AT WELCOME, AT THE INTERSECTION OF KEYSVILLE AG6178'ROAD AND PINECREST ROAD, 86 FEET WEST OF THE CENTER LINE OF AG6178'KEYSVILLE ROAD, 39.5 FEET NORTH OF THE CENTER LINE OF PINECREST AG6178'ROAD, 28.2 FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE, AG6178'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE AG6178'THE GROUND, AT HIGHWAY STATION 195 + 97. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG6180 *********************************************************************** AG6180 DESIGNATION - F 80 FLGS RESET 1957 AG6180 PID - AG6180 AG6180 STATE/COUNTY- FL/HILLSBOROUGH AG6180 USGS QUAD - KEYSVILLE (1987) AG6180 AG6180 *CURRENT SURVEY CONTROL AG6180 ___________________________________________________________________ AG6180* NAD 83(1986)- 27 51 37. (N) 082 05 15. (W) SCALED AG6180* NAVD 88 - 31.92 (meters) 104.7 (feet) RESET AG6180 ___________________________________________________________________ AG6180 GEOID HEIGHT- -25.24 (meters) GEOID99 AG6180 AG6180 VERT ORDER - THIRD AG6180 AG6180.The horizontal coordinates were scaled from a topographic map and have AG6180.an estimated accuracy of +/- 6 seconds. AG6180 AG6180.The orthometric height was computed from unverified reset data. AG6180 AG6180.The geoid height was determined by GEOID99. AG6180 AG6180; North East Units Estimated Accuracy AG6180;SPC FL W - 390,730. 191,380. MT (+/- 180 meters Scaled) AG6180 AG6180 SUPERSEDED SURVEY CONTROL AG6180 AG6180.No superseded survey control is available for this station. AG6180 AG6180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL929822(NAD 83) AG6180_MARKER: DE = TRAVERSE STATION DISK AG6180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6180_STAMPING: F 80 RESET 1957 AG6180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6180+STABILITY: SURFACE MOTION AG6180 AG6180 HISTORY - Date Condition Report By AG6180 HISTORY - 1957 MONUMENTED FLGS AG6180 HISTORY - 1957 GOOD NGS AG6180 AG6180 STATION DESCRIPTION AG6180 AG6180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 AG6180'0.5 MI S FROM WELCOME. AG6180'0.5 MILE SOUTH ALONG KEYSVILLE ROAD FROM THE SEABOARD AIR LINE AG6180'RAILROAD STATION AT WELCOME, ON PROPERTY OWNED BY MR. WILLIAM AG6180'QUICK, 162 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE, 81.5 AG6180'FEET EAST OF THE CENTER LINE OF KEYSVILLE ROAD, 10 FEET SOUTH AG6180'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 0.6 FOOT NORTH OF A AG6180'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT AG6180'ABOVE THE GROUND. 51.5 FEET EAST OF A FENCE CORNER. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG8832 *********************************************************************** AG8832 DESIGNATION - FOREST 2 AG8832 PID - AG8832 AG8832 STATE/COUNTY- FL/HILLSBOROUGH AG8832 USGS QUAD - KEYSVILLE (1987) AG8832 AG8832 *CURRENT SURVEY CONTROL AG8832 ___________________________________________________________________ AG8832* NAD 83(1999)- 27 51 01.78520(N) 082 03 19.54758(W) ADJUSTED AG8832* NAVD 88 - 42.23 (+/-2cm) 138.5 (feet) VERTCON AG8832 ___________________________________________________________________ AG8832 X - 780,015.600 (meters) COMP AG8832 Y - -5,589,328.995 (meters) COMP AG8832 Z - 2,961,874.561 (meters) COMP AG8832 LAPLACE CORR- -1.83 (seconds) DEFLEC99 AG8832 ELLIP HEIGHT- 16.91 (meters) (07/06/01) GPS OBS AG8832 GEOID HEIGHT- -25.27 (meters) GEOID99 AG8832 AG8832 HORZ ORDER - FIRST AG8832 VERT ORDER - THIRD ? (See Below) AG8832 ELLP ORDER - FOURTH CLASS II AG8832 AG8832.The horizontal coordinates were established by classical geodetic methods AG8832.and adjusted by the National Geodetic Survey in July 2001. AG8832 AG8832.The NAVD 88 height was computed by applying the VERTCON shift value to AG8832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG8832.The vertical order pertains to the superseded datum. AG8832 AG8832.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG8832 AG8832.The Laplace correction was computed from DEFLEC99 derived deflections. AG8832 AG8832.The ellipsoidal height was determined by GPS observations AG8832.and is referenced to NAD 83. AG8832 AG8832.The geoid height was determined by GEOID99. AG8832 AG8832; North East Units Scale Converg. AG8832;SPC FL W - 389,643.411 194,540.627 MT 0.99994154 -0 01 33.2 AG8832;UTM 17 - 3,081,088.385 396,081.266 MT 0.99973329 -0 29 35.2 AG8832 AG8832: Primary Azimuth Mark Grid Az AG8832:SPC FL W - FOREST 2 AZ MK 2 271 51 54.5 AG8832:UTM 17 - FOREST 2 AZ MK 2 272 19 56.5 AG8832 AG8832|---------------------------------------------------------------------| AG8832| PID Reference Object Distance Geod. Az | AG8832| dddmmss.s | AG8832| CR8124 FOREST 2 RM 1 10330 | AG8832| AG8835 FOREST 2 AZ MK 2 APPROX. 0.8 KM 2715021.3 | AG8832| CR8125 FOREST 2 RM 2 27810 | AG8832|---------------------------------------------------------------------| AG8832 AG8832 SUPERSEDED SURVEY CONTROL AG8832 AG8832 ELLIP HT - 17.07 (m) (12/04/92) GP( ) 3 2 AG8832 NAD 83(1990)- 27 51 01.78071(N) 082 03 19.54525(W) AD( ) 1 AG8832 NAD 83(1986)- 27 51 01.78595(N) 082 03 19.56642(W) AD( ) 1 AG8832 NGVD 29 - 42.51 (m) 139.5 (f) LEVELING 3 AG8832 AG8832.Superseded values are not recommended for survey control. AG8832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8832.See file dsdata.txt to determine how the superseded data were derived. AG8832 AG8832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL9608181088(NAD 83) AG8832_MARKER: DS = TRIANGULATION STATION DISK AG8832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8832_STAMPING: FOREST 2 1984 AG8832_MARK LOGO: FL-057 AG8832_MAGNETIC: O = OTHER; SEE DESCRIPTION AG8832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8832+STABILITY: SURFACE MOTION AG8832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8832+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2002 AG8832 AG8832 HISTORY - Date Condition Report By AG8832 HISTORY - 1984 MONUMENTED FL-057 AG8832 HISTORY - 1984 GOOD FL-057 AG8832 HISTORY - 1985 GOOD FL-057 AG8832 HISTORY - 19910424 GOOD KEISCH AG8832 HISTORY - 20020330 GOOD PICKET AG8832 AG8832 STATION DESCRIPTION AG8832 AG8832'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW) AG8832'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF THE INTERSECTION OF AG8832'STATE ROADS 39 AND 60, AND 2.5 MILES EAST NORTHEAST OF WELCOME. AG8832' AG8832'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROADS 39 AND 60, AG8832'GO EAST ON 640 FOR 5.35 MILES TO THE AZIMUHT MARK ON RIGHT, CONTINUE AG8832'EAST ON 640 FOR 0.25 MILES TO THE INTERSECTION OF 640 AND COUNTY LINE AG8832'ROAD(ENTRANCE TO I. M. C. CORP.). STATION IS IN THE SOUTHWEST CORNER AG8832'OF THE INTERSECTION. AG8832' AG8832'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---FOREST 2 1984---SET AG8832'INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT RECESSED 4 INCHES AG8832'BELOW THE GROUND, LOCATED 118 FEET SOUTHEAST OF A POWER POLE NUMBERED AG8832'P1707 AND 339/35 WITH A GUY ANCHOR, 79.9 FEET NORTHWEST OF A POWER AG8832'AND LIGHT POLE NUMBERED P4662, 66.5 FEET SOUTH OF THE CENTERLINE OF AG8832'STATE ROAD 640, 4.4 FEET NORTHEAST OF A METAL WITNESS POST, 115.5 FEET AG8832'WEST OF THE ENTRANCE ROAD TO PHOSPHATE PLANT(COUNTY LINE ROAD). AG8832' AG8832'REFERENCE MARK NUMBER 1 IS A STANDARD H.C.E.D. DISK STAMPED---FOREST 2 AG8832'NO. 1 1984---SET INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT AG8832'RECESSED 4 INCHES BELOW THE GROUND, LOCATED 33.6 FEET NORTHWEST OF THE AG8832'NORTHEAST CORNER OF AMMONIA PIPELINE MANHOLE, 86 FEET SOUTH OF THE AG8832'CENTERLINE OF STATE ROAD 640, 38.4 FEET WEST OF THE CENTERLINE OF AG8832'ENTRANCE ROAD TO PHOSPATE PLANT, 3.3 FEET NORTH OF A POWER AND LIGHT AG8832'POLE AND METAL WITNESS POST. AG8832' AG8832'REFERENCE MARK NUMBER 2 IS A STANDARD H.C.E.D. DISK STAMPED---FOREST 2 AG8832'NO 2 1984---SET INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT AG8832'RECESSED 4 INCHES BELOW THE GROUND, LOCATED 96 FEET EAST SOUTHEAST OF AG8832'A STATE ROAD RIGHT-OF-WAY MONUMENT, 56 FEET SOUTHEAST OF A POWER POLE AG8832'NUMBERED P1701 AND 339/35 WITH A GUY ANCHOER, 56 FEET SOUTH OF THE AG8832'CENTERLINE OF STATE ROAD 640. AG8832' AG8832'AZIMUTH MARK IS A STANDARD H.C.E.D. DISK STAMPED---FOREST 2 AZ MK AG8832'1984---SET INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT RECESSED AG8832'6 INCHES BELOW THE GROUND, LOCATED 98.2 FEET EAST SOUTHEAST OF A STATE AG8832'ROAD RIGHT-OF-WAY CONCRETE MONUMENT, 42.5 FET SOUTH OF THE CENTERLINE AG8832'OF STATE ROAD 640, 4.7 FEET SOUTH OF TELEPHONE POLE NUMBERED 339/32. AG8832'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON 640 FOR 0.25 AG8832'MILES TO THE AZIMUTH MARK ON THE LEFT. AG8832 AG8832 STATION RECOVERY (1984) AG8832 AG8832'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1984 AG8832'RECOVERED IN GOOD CONDITION. AG8832 AG8832 STATION RECOVERY (1985) AG8832 AG8832'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW) AG8832'STATION, REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN GOOD CONDITION, AG8832'AZIMUTH MARK WAS REPLACED. NEW ANGLES AND MEASUREMENTS WERE TAKEN AT AG8832'THIS TIME. AG8832' AG8832'THE STATION IS LOCATED ABOUT 5.0 MILES EAST OF PINECREST AND 6.8 AG8832'MILES NORTHEAST OF PICNIC. AG8832' AG8832'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROADS 640 AND AG8832'39, GO EAST ON COUNTY ROAD 640 FOR ABOUT 5 MILES TO THE INTERSECTION AG8832'WITH ALLEN ROAD, AZIMUTH MARK IS IN THE NORTHWEST CORNER OF AG8832'INTERSECTION, CONTINUE EAST ON COUNTY ROAD 640 FOR ABOUT 0.4 MILES TO AG8832'THE STATION ON THE RIGHT, NEAR THE COUNTY LINE. AG8832' AG8832'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---FOREST 2 1984---SET AG8832'INTO THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT RECESSED 6 INCHES AG8832'BELOW THE GROUND, LOCATED 65.7 FEET SOUTH OF THE CENTERLINE OF AG8832'COUNTY ROAD 640, 79.9 FEET WEST NORTHWEST OF POWER POLE NUMBER P4662, AG8832'115.2 FEET WEST OF THE CENTERLINE OF OF COUNTY LINE ROAD, 118.7 FEET AG8832'EAST SOUTHEAST OF POWER POLE NUMBER B0171, 4.3 FEET NORTH OF A METAL AG8832'WITNESS POST. AG8832'REFERENCE MARK NUMBER 1 IS A STANDARD H.C.E.D. DISK STAMPED---FOREST AG8832'2 NO. 1 1984---SET INTO THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT AG8832'FLUSH WITH THE GROUND, LOCATED 64.3 FEET SOUTH OF THE CENTERLINE OF AG8832'COUNTY ROAD 640, 38.7 FEET WEST OF THE CENTERLINE OF COUNTY LINE ROAD, AG8832'3.6 FEET NORTH OF POWER POLE NUMBER 4662, 2.9 FEET NORTH OF A METAL AG8832'WITNESS POST. AG8832' AG8832'REFERENCE MARK NUMBER 2 IS A STANDARD H.C.E.D. DISK STAMPED---FOREST AG8832'2 NO. 2 1984---SET INTO THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT AG8832'RECESSED 6 INCHES BELOW THE GROUND, LOCATED 56.2 FEET SOUTHEAST OF AG8832'TELEPHONE POLE NUMBER P1701 339 35, 56.6 FEET SOUTH OF THE CENTERLINE AG8832'OF COUNTY ROAD 640, 96.4 FEET EAST SOUTHEAST OF A STATE ROAD AG8832'DEPARTMENT MONUMENT, 98.5 FEET EAST SOUTHEAST OF TELEPHONE POLE AG8832'NUMBER 34-1/2. AG8832' AG8832'AZIMUTH MARK NUMBER 1 IS A STANDARD H.C.E.D. DISK STAMPED---FOREST 2 AG8832'AZ MK 1984 2---SET INTO THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT AG8832'FLUSH WITH THE GROUND, LOCATED 103.0 FEET WEST SOUTHWEST OF FOREST AG8832'1937 AZIMUTH MARK, 56.0 FEET WEST SOUTHWEST OF POWER POLE NUMBER AG8832'3051, 32.0 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 640, 32.0 FEET AG8832'WEST OF THE CENTERLINE OF ALLEN ROAD, 12.0 FEET SOUTHEAST OF A METAL AG8832'SIGN POST OF BEULAH BAPTIST CHURCH. AG8832 AG8832 STATION RECOVERY (1991) AG8832 AG8832'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1991 AG8832'RECOVERED IN GOOD CONDITION. AG8832 AG8832 STATION RECOVERY (2002) AG8832 AG8832'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2002 (HS) AG8832'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5345 *********************************************************************** AG5345 DESIGNATION - G 3 RESET 1954 AG5345 PID - AG5345 AG5345 STATE/COUNTY- FL/HILLSBOROUGH AG5345 USGS QUAD - GANDY BRIDGE (1987) AG5345 AG5345 *CURRENT SURVEY CONTROL AG5345 ___________________________________________________________________ AG5345* NAD 83(1986)- 27 53 25. (N) 082 32 33. (W) SCALED AG5345* NAVD 88 - 2.55 (meters) 8.4 (feet) RESET AG5345 ___________________________________________________________________ AG5345 GEOID HEIGHT- -24.72 (meters) GEOID99 AG5345 DYNAMIC HT - 2.55 (meters) 8.4 (feet) COMP AG5345 MODELED GRAV- 979,182.1 (mgal) NAVD 88 AG5345 AG5345 VERT ORDER - THIRD AG5345 AG5345.The horizontal coordinates were scaled from a topographic map and have AG5345.an estimated accuracy of +/- 6 seconds. AG5345 AG5345.The orthometric height was computed from unverified reset data. AG5345 AG5345.The geoid height was determined by GEOID99. AG5345 AG5345.The dynamic height is computed by dividing the NAVD 88 AG5345.geopotential number by the normal gravity value computed on the AG5345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5345.degrees latitude (g = 980.6199 gals.). AG5345 AG5345.The modeled gravity was interpolated from observed gravity values. AG5345 AG5345; North East Units Estimated Accuracy AG5345;SPC FL W - 394,170. 146,590. MT (+/- 180 meters Scaled) AG5345 AG5345 SUPERSEDED SURVEY CONTROL AG5345 AG5345 NGVD 29 - 2.827 (m) 9.27 (f) ADJ UNCH 1 1 AG5345 AG5345.Superseded values are not recommended for survey control. AG5345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5345.See file dsdata.txt to determine how the superseded data were derived. AG5345 AG5345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL481860(NAD 83) AG5345_MARKER: DJ = TIDAL STATION DISK AG5345_SETTING: 36 = BRIDGE ABUTMENT AG5345_STAMPING: G 3 RESET 1954 AG5345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG5345 AG5345 HISTORY - Date Condition Report By AG5345 HISTORY - 1954 MONUMENTED CGS AG5345 HISTORY - 1966 GOOD NGS AG5345 AG5345 STATION DESCRIPTION AG5345 AG5345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG5345'0.8 MI W FROM TAMPA. AG5345'ABOUT 0.8 MILE WEST ALONG GANDY BOULEVARD FROM THE INTERSECTION AG5345'OF WEST SHORE BOULEVARD, AT THE EAST END OF GANDY BRIDGE OVER AG5345'OLD TAMPA BAY, IN THE TOP OF THE SOUTH END OF THE EAST CONCREE AG5345'ABUTMENT FOR THE SOUTH OR OLD PART OF GANDY BRIDGE, 35.5 FEET AG5345'WEST OF THE SOUTHEAST CORNER OF THE BRIDGE, 4 FEET SOUTH OF THE AG5345'SOUTH CURB OF THE BRIDGE AND ABOUT 1/2 FOOT BELOW THE LEVEL AG5345'OF THE BOULEVARD. TIDAL STA 3-39 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG1073 *********************************************************************** AG1073 DESIGNATION - G 3 RESET 1973 AG1073 PID - AG1073 AG1073 STATE/COUNTY- FL/HILLSBOROUGH AG1073 USGS QUAD - GANDY BRIDGE (1987) AG1073 AG1073 *CURRENT SURVEY CONTROL AG1073 ___________________________________________________________________ AG1073* NAD 83(1986)- 27 53 25. (N) 082 32 33. (W) SCALED AG1073* NAVD 88 - 3.47 (+/-2cm) 11.4 (feet) VERTCON AG1073 ___________________________________________________________________ AG1073 GEOID HEIGHT- -24.72 (meters) GEOID99 AG1073 AG1073 VERT ORDER - THIRD (See Below) AG1073 AG1073.The horizontal coordinates were scaled from a topographic map and have AG1073.an estimated accuracy of +/- 6 seconds. AG1073 AG1073.The NAVD 88 height was computed by applying the VERTCON shift value to AG1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG1073.The vertical order pertains to the superseded datum. AG1073 AG1073.The geoid height was determined by GEOID99. AG1073 AG1073; North East Units Estimated Accuracy AG1073;SPC FL W - 394,170. 146,590. MT (+/- 180 meters Scaled) AG1073 AG1073 SUPERSEDED SURVEY CONTROL AG1073 AG1073 NGVD 29 - 3.74 (m) 12.3 (f) RESET 3 AG1073 AG1073.Superseded values are not recommended for survey control. AG1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1073.See file dsdata.txt to determine how the superseded data were derived. AG1073 AG1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL481860(NAD 83) AG1073_MARKER: DJ = TIDAL STATION DISK AG1073_SETTING: 36 = BRIDGE AG1073_STAMPING: G 3 RESET 1973 AG1073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG1073 AG1073 HISTORY - Date Condition Report By AG1073 HISTORY - 1973 MONUMENTED NGS AG1073 AG1073 STATION DESCRIPTION AG1073 AG1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 AG1073'1 MI W FROM TAMPA. AG1073'1.0 MILE WEST ALONG U.S. HIGHWAY 92 (GANDY BOULEVARD) FROM AG1073'ITS JUNCTION WITH STATE ROUTE 578 (WEST SHORE BOULVEVARD) AG1073'IN SOUTHWEST TAMPA, AT THE EAST END OF THE GANDY BRIDGE OVER AG1073'OLD TAMPA BAY, IN THE TOP OF THE SOUTH CURB OF THE WEST BOUND AG1073'LANE OF THE BRIDGE, 121 FEET WEST-SOUTHWEST OF THE SOUTHEAST AG1073'CORNER OF THE BRIDGE, 13.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY AG1073'92 (WEST BOUND LANE), 1.4 FEET NORTH OF THE SOUTH SIDE OF THE AG1073'BRIDGE, 9-INCHES ABOVE THE ELEVATION OF THE FLOOR OF THE BRIDGE, AG1073'A DISK CEMENTED IN A DRILL HOLE IN THE SOUTH CURB OF THE BRIDGE. AG1073'TIDAL STA 3-39 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6491 *********************************************************************** AL6491 DESIGNATION - H 101 RESET 1963 AL6491 PID - AL6491 AL6491 STATE/COUNTY- FL/HILLSBOROUGH AL6491 USGS QUAD - SULPHUR SPRINGS (1995) AL6491 AL6491 *CURRENT SURVEY CONTROL AL6491 ___________________________________________________________________ AL6491* NAD 83(1986)- 28 01 30. (N) 082 27 05. (W) SCALED AL6491* NAVD 88 - 8.46 (meters) 27.8 (feet) RESET AL6491 ___________________________________________________________________ AL6491 GEOID HEIGHT- -25.05 (meters) GEOID99 AL6491 AL6491 VERT ORDER - THIRD AL6491 AL6491.The horizontal coordinates were scaled from a topographic map and have AL6491.an estimated accuracy of +/- 6 seconds. AL6491 AL6491.The orthometric height was computed from unverified reset data. AL6491 AL6491.The geoid height was determined by GEOID99. AL6491 AL6491; North East Units Estimated Accuracy AL6491;SPC FL W - 409,060. 155,610. MT (+/- 180 meters Scaled) AL6491 AL6491 SUPERSEDED SURVEY CONTROL AL6491 AL6491 NGVD 29 - 8.71 (m) 28.6 (f) RESET 3 AL6491 AL6491.Superseded values are not recommended for survey control. AL6491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6491.See file dsdata.txt to determine how the superseded data were derived. AL6491 AL6491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM573008(NAD 83) AL6491_MARKER: DB = BENCH MARK DISK AL6491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6491_STAMPING: H 101 RESET 1963 AL6491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6491+STABILITY: SURFACE MOTION AL6491 AL6491 HISTORY - Date Condition Report By AL6491 HISTORY - 1963 MONUMENTED CGS AL6491 HISTORY - 19910319 MARK NOT FOUND USPSQD AL6491 AL6491 STATION DESCRIPTION AL6491 AL6491'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 AL6491'AT SULPHUR SPRINGS. AL6491'AT SULPHUR SPRINGS, AT THE SOUTHWEST CORNER OF THE INTERSECTION AL6491'OF NEBRASKA AND WATERS AVENUES, ABOUT 150 FEET WEST OF THE CENTER AL6491'OF NEBRASKA AVENUE, 15 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF AL6491'THE SIDEWALK (PROPOSED) ON THE SOUTH SIDE OF WATERS AVENUE, AL6491'21.4 FEET SOUTHWEST OF THE CENTER OF A POWER POLE AND 1.0 FOOT AL6491'NORTHEAST OF THE RETAINING WALL AROUND THE TAMPA GREYHOUND AL6491'TRACK PARKING LOT. A STANDARD DISK SET IN THE TOP OF AN 8-INCH AL6491'SQUARE CONCRETE POST FLUSH WITH THE GROUND. AL6491 AL6491 STATION RECOVERY (1991) AL6491 AL6491'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF) AL6491'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6535 *********************************************************************** AL6535 DESIGNATION - H 105 RESET 1961 AL6535 PID - AL6535 AL6535 STATE/COUNTY- FL/HILLSBOROUGH AL6535 USGS QUAD - PLANT CITY WEST (1993) AL6535 AL6535 *CURRENT SURVEY CONTROL AL6535 ___________________________________________________________________ AL6535* NAD 83(1986)- 28 04 34. (N) 082 08 17. (W) SCALED AL6535* NAVD 88 - 31.50 (meters) 103.3 (feet) RESET AL6535 ___________________________________________________________________ AL6535 GEOID HEIGHT- -25.76 (meters) GEOID99 AL6535 AL6535 VERT ORDER - THIRD AL6535 AL6535.The horizontal coordinates were scaled from a topographic map and have AL6535.an estimated accuracy of +/- 6 seconds. AL6535 AL6535.The orthometric height was computed from unverified reset data. AL6535 AL6535.The geoid height was determined by GEOID99. AL6535 AL6535; North East Units Estimated Accuracy AL6535;SPC FL W - 414,650. 186,430. MT (+/- 180 meters Scaled) AL6535 AL6535 SUPERSEDED SURVEY CONTROL AL6535 AL6535 NGVD 29 - 31.75 (m) 104.2 (f) RESET 3 AL6535 AL6535.Superseded values are not recommended for survey control. AL6535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6535.See file dsdata.txt to determine how the superseded data were derived. AL6535 AL6535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM881061(NAD 83) AL6535_MARKER: DB = BENCH MARK DISK AL6535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6535_STAMPING: H 105 RESET 1961 AL6535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6535+STABILITY: SURFACE MOTION AL6535 AL6535 HISTORY - Date Condition Report By AL6535 HISTORY - 1961 MONUMENTED CGS AL6535 HISTORY - 1977 MARK NOT FOUND FL-057 AL6535 AL6535 STATION DESCRIPTION AL6535 AL6535'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 AL6535'AT KNIGHTS. AL6535'AT KNIGHTS, AT THE INTERSECTION OF STATE HIGHWAY 39 AND KNIGHTS AL6535'ANTIOCH ROAD, 70 YARDS EAST SOUTHEAST OF THE SOUTHEAST CORNER OF AL6535'THE SCHOOL BUILDING, 55 YARDS NORTH NORTHEAST OF THE NORTHEAST AL6535'CORNER OF THE KNIGHTS BAPTIST CHURCH, 37.5 FEET EAST OF THE AL6535'CENTER LINE OF STATE HIGHWAY 39, 44 FEET SOUTH OF THE CENTER AL6535'LINE OF KNIGHTS ANTIOCH ROAD, 25 FEET WEST OF THE WEST RAIL AL6535'OF THE SEABOARD AIR LINE RAILROAD, 10 FEET SOUTH OF A TELEPHONE AL6535'POLE, 20 FEET SOUTHEAST OF A TELEPHONE POLE, 1.3 FEET NORTH OF AL6535'A STEEL WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH AL6535'PROJECTS 0.1 FOOT ABOVE THE GROUND. AL6535 AL6535 STATION RECOVERY (1977) AL6535 AL6535'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1977 AL6535'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7345 *********************************************************************** AG7345 DESIGNATION - H 108 RESET 1978 AG7345 PID - AG7345 AG7345 STATE/COUNTY- FL/HILLSBOROUGH AG7345 USGS QUAD - RIVERVIEW (1987) AG7345 AG7345 *CURRENT SURVEY CONTROL AG7345 ___________________________________________________________________ AG7345* NAD 83(1986)- 27 51 13. (N) 082 16 09. (W) SCALED AG7345* NAVD 88 - 15.61 (+/-2cm) 51.2 (feet) VERTCON AG7345 ___________________________________________________________________ AG7345 GEOID HEIGHT- -25.00 (meters) GEOID99 AG7345 AG7345 VERT ORDER - THIRD (See Below) AG7345 AG7345.The horizontal coordinates were scaled from a topographic map and have AG7345.an estimated accuracy of +/- 6 seconds. AG7345 AG7345.The NAVD 88 height was computed by applying the VERTCON shift value to AG7345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7345.The vertical order pertains to the superseded datum. AG7345 AG7345.The geoid height was determined by GEOID99. AG7345 AG7345; North East Units Estimated Accuracy AG7345;SPC FL W - 390,020. 173,490. MT (+/- 180 meters Scaled) AG7345 AG7345 SUPERSEDED SURVEY CONTROL AG7345 AG7345 NGVD 29 - 15.88 (m) 52.1 (f) RESET 3 AG7345 AG7345.Superseded values are not recommended for survey control. AG7345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7345.See file dsdata.txt to determine how the superseded data were derived. AG7345 AG7345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL750816(NAD 83) AG7345_MARKER: DB = BENCH MARK DISK AG7345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7345_STAMPING: H 108 RESET 1978 AG7345_PROJECTION: PROJECTING 3 CENTIMETERS AG7345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7345+STABILITY: SURFACE MOTION AG7345 AG7345 HISTORY - Date Condition Report By AG7345 HISTORY - 1978 MONUMENTED NGS AG7345 HISTORY - 1988 GOOD USPSQD AG7345 AG7345 STATION DESCRIPTION AG7345 AG7345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AG7345'4.4 MI EAST FROM RIVERVIEW. AG7345'0.4 MILE SOUTH ALONG U.S. HIGHWAY 301 FROM THE RIVERVIEW AG7345'MEHTODIST CHURCH IN RIVERVIEW, THENCE 4.0 MILES EAST ALONG AG7345'BOYETTE ROAD TO THE JUNCTION OF BELL SHOALS ROAD, 107.5 FEET AG7345'WEST OF THE CENTERLINE OF BELL SHOALS ROAD, 45.0 FEET NORTH OF AG7345'THE CENTER OF THE EXTENDED CENTERLINE OF BOYETTE ROAD, 16.0 AG7345'FEET WEST OF A 30-INCH OAK TREE, AND 2.0 FEET WEST OF A LARGE AG7345'FENCE CORNER POST AND IN LINE WITH FENCE. AG7345'THE MARK IS 1.6 FT W FROM WITNESS POST AG7345'THE MARK IS 1 FT BELOW BOYETTE ROAD. AG7345 AG7345 STATION RECOVERY (1988) AG7345 AG7345'RECOVERY NOTE BY US POWER SQUADRON 1988 (NP) AG7345'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG6168 *********************************************************************** AG6168 DESIGNATION - H 109 RESET 1955 AG6168 PID - AG6168 AG6168 STATE/COUNTY- FL/HILLSBOROUGH AG6168 USGS QUAD - LITHIA (1987) AG6168 AG6168 *CURRENT SURVEY CONTROL AG6168 ___________________________________________________________________ AG6168* NAD 83(1986)- 27 49 56. (N) 082 08 43. (W) SCALED AG6168* NAVD 88 - 31.32 (meters) 102.8 (feet) RESET AG6168 ___________________________________________________________________ AG6168 GEOID HEIGHT- -25.10 (meters) GEOID99 AG6168 AG6168 VERT ORDER - THIRD AG6168 AG6168.The horizontal coordinates were scaled from a topographic map and have AG6168.an estimated accuracy of +/- 6 seconds. AG6168 AG6168.The orthometric height was computed from unverified reset data. AG6168 AG6168.The geoid height was determined by GEOID99. AG6168 AG6168; North East Units Estimated Accuracy AG6168;SPC FL W - 387,630. 185,690. MT (+/- 180 meters Scaled) AG6168 AG6168 SUPERSEDED SURVEY CONTROL AG6168 AG6168 NGVD 29 - 31.60 (m) 103.7 (f) RESET 3 AG6168 AG6168.Superseded values are not recommended for survey control. AG6168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6168.See file dsdata.txt to determine how the superseded data were derived. AG6168 AG6168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL872791(NAD 83) AG6168_MARKER: DB = BENCH MARK DISK AG6168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6168_STAMPING: H 109 RESET 1955 AG6168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6168+STABILITY: SURFACE MOTION AG6168 AG6168 HISTORY - Date Condition Report By AG6168 HISTORY - 1955 MONUMENTED CGS AG6168 HISTORY - 1958 GOOD NGS AG6168 AG6168 STATION DESCRIPTION AG6168 AG6168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AG6168'17.7 MI NE FROM WIMAUMA. AG6168'9.1 MILES EAST ALONG STATE HIGHWAY 674 FROM THE SEABOARD AIR LINE AG6168'RAILROAD STATION AT WIMAUMA, THENCE 8.6 MILES NORTH ALONG PLANT AG6168'CITY ROAD (STATE ROAD 39) 95 YARDS NORTH OF A JUNCTION WITH A AG6168'PRIVATE DIRT ROAD LEADING EAST, 56 FT. EAST OF THE CENTER LINE AG6168'OF PLANT CITY ROAD, 49 FT. SOUTH OF TELEPHONE POLE 38, 3 FT. EAST AG6168'OF A FENCE CORNER, 1 FT. NORTH OF A FENCE, 2 FT. EAST OF A CONCRETE AG6168'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH AG6168'THE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0618 *********************************************************************** AG0618 DESIGNATION - H 261 RESET AG0618 PID - AG0618 AG0618 STATE/COUNTY- FL/HILLSBOROUGH AG0618 USGS QUAD - TAMPA (1995) AG0618 AG0618 *CURRENT SURVEY CONTROL AG0618 ___________________________________________________________________ AG0618* NAD 83(1990)- 27 55 54.08418(N) 082 25 45.37636(W) ADJUSTED AG0618* NAVD 88 - 6.04 (meters) 19.8 (feet) RESET AG0618 ___________________________________________________________________ AG0618 LAPLACE CORR- -1.37 (seconds) DEFLEC99 AG0618 GEOID HEIGHT- -24.91 (meters) GEOID99 AG0618 AG0618 HORZ ORDER - THIRD AG0618 VERT ORDER - THIRD AG0618 AG0618.The horizontal coordinates were established by classical geodetic methods AG0618.and adjusted by the National Geodetic Survey in May 1991. AG0618.No horizontal observational check was made to the station. AG0618 AG0618.The orthometric height was computed from unverified reset data. AG0618.No vertical observational check was made to the station. AG0618 AG0618.The Laplace correction was computed from DEFLEC99 derived deflections. AG0618 AG0618.The geoid height was determined by GEOID99. AG0618 AG0618; North East Units Scale Converg. AG0618;SPC FL W - 398,713.533 157,751.747 MT 0.99996320 -0 12 03.9 AG0618;UTM 17 - 3,090,457.080 359,373.685 MT 0.99984409 -0 40 10.6 AG0618 AG0618 SUPERSEDED SURVEY CONTROL AG0618 AG0618 NAD 83(1986)- 27 55 54.08670(N) 082 25 45.38726(W) AD( ) 3 AG0618 NAD 27 - 27 55 53.01720(N) 082 25 46.04452(W) AD( ) 3 AG0618 NGVD 29 - 6.30 (m) 20.7 (f) RESET 3 AG0618 AG0618.Superseded values are not recommended for survey control. AG0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0618.See file dsdata.txt to determine how the superseded data were derived. AG0618 AG0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5937490457(NAD 83) AG0618_MARKER: DB = BENCH MARK DISK AG0618_SETTING: 30 = CONCRETE FLOOR AG0618_STAMPING: H 261 RESET 1974 AG0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0618 AG0618 HISTORY - Date Condition Report By AG0618 HISTORY - 1974 MONUMENTED NGS AG0618 HISTORY - 1974 GOOD NGS AG0618 AG0618 STATION DESCRIPTION AG0618 AG0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 AG0618'2 MI SE FROM TAMPA. AG0618'1.9 MILES WEST AND NORTHWEST ALONG 22ND STREET CAUSEWAY (U.S. AG0618'HIGHWAY 41 BUSINESS) FROM ITS JUNCTION WITH STATE HIGHWAY 676 IN AG0618'THE SOUTHEAST SECTION OF TAMPA, 3.2 FEET NORTHEAST OF THE AG0618'SOUTHWEST CORNER OF THE SOUTHWEST BRIDGE OF TWO BRIDGES OVER AG0618'MC KAY BAY AND A DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE AG0618'FLOOR OF BRIDGE. AG0618 AG0618 STATION RECOVERY (1974) AG0618 AG0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 AG0618'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF TAMPA, AT THE AG0618'SOUTH END OF THE MC KAY BAY, AT THE SOUTHWEST END OF THE SOUTHWEST AG0618'BRIDGE OF THE 22ND STREET BRIDGES. AG0618' AG0618'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 676 AND 22ND AG0618'STREET (U.S. HIGHWAY 41 BUSINESS) IN THE SOUTHEAST SECTION OF TAMPA, AG0618'GO WEST AND NORTHWEST ON 22ND STREET FOR 1.9 MILES TO END OF CAUSEWAY AG0618'AND TO THE SOUTHWEST END OF THE SOUTHWEST BRIDGE AND STATION. AG0618' AG0618'STATION IS A STANDARD DISK STAMPED H 261 RESET 1974, IS CEMENTED IN AG0618'THE CONCRETE FLOOR OF THE SOUTHWEST BRIDGE. IT IS 3.2 FEET NORTHEAST AG0618'OF THE SOUTHWEST CORNER OF THE SOUTHWEST BRIDGE OF THE TWO BRIDGES. AG0618'IT IS 55.10 FEET WEST OF STATION BRIDGE 2. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL7231 *********************************************************************** AL7231 DESIGNATION - I275 74 A37 AL7231 PID - AL7231 AL7231 STATE/COUNTY- FL/HILLSBOROUGH AL7231 USGS QUAD - SULPHUR SPRINGS (1995) AL7231 AL7231 *CURRENT SURVEY CONTROL AL7231 ___________________________________________________________________ AL7231* NAD 83(1990)- 28 03 15.83788(N) 082 27 17.25079(W) ADJUSTED AL7231* NAVD 88 - 18.070 (meters) 59.28 (feet) ADJUSTED AL7231 ___________________________________________________________________ AL7231 LAPLACE CORR- -1.51 (seconds) DEFLEC99 AL7231 GEOID HEIGHT- -25.11 (meters) GEOID99 AL7231 DYNAMIC HT - 18.043 (meters) 59.20 (feet) COMP AL7231 MODELED GRAV- 979,190.0 (mgal) NAVD 88 AL7231 AL7231 HORZ ORDER - SECOND AL7231 VERT ORDER - SECOND CLASS I AL7231 AL7231.The horizontal coordinates were established by classical geodetic methods AL7231.and adjusted by the National Geodetic Survey in May 1991. AL7231 AL7231.The orthometric height was determined by differential leveling AL7231.and adjusted by the National Geodetic Survey in June 1991. AL7231 AL7231.The Laplace correction was computed from DEFLEC99 derived deflections. AL7231 AL7231.The geoid height was determined by GEOID99. AL7231 AL7231.The dynamic height is computed by dividing the NAVD 88 AL7231.geopotential number by the normal gravity value computed on the AL7231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7231.degrees latitude (g = 980.6199 gals.). AL7231 AL7231.The modeled gravity was interpolated from observed gravity values. AL7231 AL7231; North East Units Scale Converg. AL7231;SPC FL W - 412,320.622 155,290.672 MT 0.99996584 -0 12 50.0 AL7231;UTM 17 - 3,104,082.292 357,024.460 MT 0.99985231 -0 41 03.5 AL7231 AL7231: Primary Azimuth Mark Grid Az AL7231:SPC FL W - I275 74 A36 180 44 03.0 AL7231:UTM 17 - I275 74 A36 181 12 16.5 AL7231 AL7231|---------------------------------------------------------------------| AL7231| PID Reference Object Distance Geod. Az | AL7231| dddmmss.s | AL7231| AL7232 I275 74 A37 RM 1 5.533 METERS 04422 | AL7231| AL7227 I275 74 A36 APPROX. 1.2 KM 1803113.0 | AL7231| AL7230 I275 74 A37 RM 2 7.060 METERS 30251 | AL7231|---------------------------------------------------------------------| AL7231 AL7231 SUPERSEDED SURVEY CONTROL AL7231 AL7231 NAD 83(1986)- 28 03 15.84330(N) 082 27 17.26135(W) AD( ) 2 AL7231 NAD 27 - 28 03 14.77823(N) 082 27 17.91995(W) AD( ) 2 AL7231 NGVD 29 - 18.326 (m) 60.12 (f) ADJ UNCH 2 1 AL7231 AL7231.Superseded values are not recommended for survey control. AL7231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7231.See file dsdata.txt to determine how the superseded data were derived. AL7231 AL7231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5702404082(NAD 83) AL7231_MARKER: DD = SURVEY DISK AL7231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7231_STAMPING: I275 74 A37 AL7231_PROJECTION: RECESSED 36 CENTIMETERS AL7231_MAGNETIC: N = NO MAGNETIC MATERIAL AL7231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7231+STABILITY: SURFACE MOTION AL7231 AL7231 HISTORY - Date Condition Report By AL7231 HISTORY - 1974 MONUMENTED FLDT AL7231 HISTORY - 1975 GOOD FLDT AL7231 HISTORY - 20030215 MARK NOT FOUND AYRES AL7231 AL7231 STATION DESCRIPTION AL7231 AL7231'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974 (CBM) AL7231'STATION IS LOCATED ABOUT 4 MILES EAST OF TEMPLE TERRACE AND ABOUT AL7231'10-1/2 MILES NORTHEAST OF THE NORTHEAST END OF INTERSTATE ROUTE 275 AL7231'BRIDGE OVER TAMPA BAY, AT THE INTERSECTION OF INTERSTATE ROUTE 275 AND AL7231'FOWLER AVENUE. AL7231' AL7231'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE ROUTES 275 AND 4 AL7231'IN TAMPA, GO NORTH ON INTERSTATE ROUTE 275 FOR 6.2 MILES TO BRIDGE AL7231'OVER FOWLER AVENUE, AND STATION IN MEDIAN AT SOUTH END OF THE BRIDGE. AL7231'THERE IS AN INTERCHANGE AT THIS INTERSECTION. AL7231' AL7231'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS AL7231'DISK, STAMPED---I275 74 A37---, SET IN THE TOP OF A ROUND CONCRETE AL7231'MONUMENT THAT IS 14 INCHES BELOW THE GROUND. IT IS 5.0 FEET NORTH OF AL7231'A METAL WITNESS POST, 7.5 FEET SOUTH OF SOUTH CONCRETE GUARDWALL AL7231'BETWEEN BRIDGES AND 14.0 FEET WEST OF A METAL GUARDRAIL. AL7231' AL7231'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF AL7231'TRANSPORTATION BRASS DISK, STAMPED---I275 74 A37 RM NO 1---, SET IN AL7231'THE TOP OF A CONCRETE GUARDRAIL OF BRIDGE. IT IS 3.0 FEET NORTHWEST AL7231'OF NORTH END OF A METAL GUARDRAIL, 5.8 FEET SOUTH OF SOUTH END OF AL7231'BRIDGE AND 18.0 FEET WEST OF CENTER OF NORTHBOUND LANE OF INTERSTATE AL7231'ROUTE 275. AL7231' AL7231'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF AL7231'TRANSPORTATION BRASS DISK, STAMPED---I275 74 A37 RM NO 2---, SET IN AL7231'THE TOP OF A CONCRETE GUARDRAIL OF BRIDGE. IT IS 6.0 FEET SOUTH OF AL7231'SOUTH END OF BRIDGE AND 18.0 FEET EAST OF CENTER OF INTERSTATE ROUTE AL7231'275. AL7231 AL7231 STATION RECOVERY (1975) AL7231 AL7231'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AL7231'6.2 MI NORTH FROM TAMPA. AL7231'FROM THE INTERSECTION OF INTERSTATE ROUTE 275 AND INTERSTATE ROUTE 4, AL7231'AT TAMPA, GO NORTH ON INTERSTATE ROUTE 275 FOR 3.8 MILES TO THE AL7231'HILLSBOROUGH RIVER BRIDGE, CONTINUE NORTH ON INTERSTATE ROUTE 275 FOR AL7231'2.4 MILES TO BRIDGE OVER FOWLER AVENUE AND MARK, WHICH IS SET IN THE AL7231'TOP OF A ROUND CONCRETE MONUMENT. IT IS 14.0 FT. WEST OF A METAL AL7231'GUARDRAIL, 7.5 FT. SOUTH OF THE SOUTH CONCRETE GUARDWALL BETWEEN AL7231'BRIDGES AND 5.0 FT. NORTH OF A METAL WITNESS POST. AL7231 AL7231 STATION RECOVERY (2003) AL7231 AL7231'RECOVERY NOTE BY AYRES ASSOCIATES 2003 AL7231'BELIEVED TO BE DESTROYED. DESCRIPTION STATES THAT STATION IS IN THE AL7231'MEDIAN SOUTH OF THE BRIDGE, 14 INCHES BELOW GROUND. THE BRIDGE AND AL7231'ROAD APPEAR TO BE RECONSTRUCTED, AND A MEDIAN NO LONGER EXISTS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL7235 *********************************************************************** AL7235 DESIGNATION - I275 74 A38 AL7235 PID - AL7235 AL7235 STATE/COUNTY- FL/HILLSBOROUGH AL7235 USGS QUAD - SULPHUR SPRINGS (1995) AL7235 AL7235 *CURRENT SURVEY CONTROL AL7235 ___________________________________________________________________ AL7235* NAD 83(1990)- 28 04 08.44932(N) 082 27 16.79077(W) ADJUSTED AL7235* NAVD 88 - 18.736 (meters) 61.47 (feet) ADJUSTED AL7235 ___________________________________________________________________ AL7235 LAPLACE CORR- -1.55 (seconds) DEFLEC99 AL7235 GEOID HEIGHT- -25.15 (meters) GEOID99 AL7235 DYNAMIC HT - 18.709 (meters) 61.38 (feet) COMP AL7235 MODELED GRAV- 979,190.5 (mgal) NAVD 88 AL7235 AL7235 HORZ ORDER - SECOND AL7235 VERT ORDER - SECOND CLASS I AL7235 AL7235.The horizontal coordinates were established by classical geodetic methods AL7235.and adjusted by the National Geodetic Survey in May 1991. AL7235 AL7235.The orthometric height was determined by differential leveling AL7235.and adjusted by the National Geodetic Survey in June 1991. AL7235 AL7235.The Laplace correction was computed from DEFLEC99 derived deflections. AL7235 AL7235.The geoid height was determined by GEOID99. AL7235 AL7235.The dynamic height is computed by dividing the NAVD 88 AL7235.geopotential number by the normal gravity value computed on the AL7235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7235.degrees latitude (g = 980.6199 gals.). AL7235 AL7235.The modeled gravity was interpolated from observed gravity values. AL7235 AL7235; North East Units Scale Converg. AL7235;SPC FL W - 413,940.071 155,309.280 MT 0.99996582 -0 12 50.2 AL7235;UTM 17 - 3,105,701.349 357,056.363 MT 0.99985219 -0 41 04.5 AL7235 AL7235: Primary Azimuth Mark Grid Az AL7235:SPC FL W - I275 74 A37 180 39 30.1 AL7235:UTM 17 - I275 74 A37 181 07 44.4 AL7235 AL7235|---------------------------------------------------------------------| AL7235| PID Reference Object Distance Geod. Az | AL7235| dddmmss.s | AL7235| AL7236 I275 74 A38 RM 1 5.520 METERS 02734 | AL7235| AL7231 I275 74 A37 APPROX. 1.6 KM 1802639.9 | AL7235| AL7237 I275 74 A38 RM 2 8.769 METERS 30445 | AL7235|---------------------------------------------------------------------| AL7235 AL7235 SUPERSEDED SURVEY CONTROL AL7235 AL7235 NAD 83(1986)- 28 04 08.45477(N) 082 27 16.80059(W) AD( ) 2 AL7235 NAD 27 - 28 04 07.39163(N) 082 27 17.45988(W) AD( ) 2 AL7235 NGVD 29 - 18.991 (m) 62.31 (f) ADJ UNCH 2 1 AL7235 AL7235.Superseded values are not recommended for survey control. AL7235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7235.See file dsdata.txt to determine how the superseded data were derived. AL7235 AL7235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5705605701(NAD 83) AL7235_MARKER: DD = SURVEY DISK AL7235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7235_STAMPING: I275 74 A38 AL7235_MARK LOGO: FLDT AL7235_PROJECTION: RECESSED 30 CENTIMETERS AL7235_MAGNETIC: N = NO MAGNETIC MATERIAL AL7235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7235+STABILITY: SURFACE MOTION AL7235 AL7235 HISTORY - Date Condition Report By AL7235 HISTORY - 1974 MONUMENTED FLDT AL7235 HISTORY - 1975 GOOD FLDT AL7235 HISTORY - 19930429 GOOD DENI AL7235 HISTORY - 20030215 MARK NOT FOUND AYRES AL7235 AL7235 STATION DESCRIPTION AL7235 AL7235'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974 (CBM) AL7235'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF TEMPLE TERRACE AND ABOUT AL7235'11-1/2 MILES NORTHEAST OF THE NORTHEAST END OF INTERSTATE ROUTE 275 AL7235'BRIDGE OVER TAMPA BAY, AT THE INTERSECTION OF INTERSTATE ROUTE 275 AND AL7235'FLETCHER AVENUE. AL7235' AL7235'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE ROUTES 4 AND 275 AL7235'IN TAMPA, GO NORTH ON INTERSTATE ROUTE 275 FOR 7.2 MILES TO BRIDGE AL7235'OVER FLETCHER AVENUE, AND STATION IN MEDIAN, AT SOUTH END OF THE AL7235'BRIDGE. AL7235' AL7235'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS AL7235'DISK, STAMPED---I275 74 A38---, SET IN THE TOP OF A ROUND CONCRETE AL7235'MONUMENT THAT IS 12 INCHES BELOW THE GROUND. IT IS 9.4 FEET SOUTH OF AL7235'A METAL WITNESS POST, 10.0 FEET WEST OF A METAL GUARDRAIL, 10.2 FEET AL7235'SOUTH OF SOUTH CONCRETE GUARDWALL BETWEEN BRIDGES AND 27.0 FEET WEST AL7235'OF CENTER OF NORTHBOUND LANE OF INTERSTATE ROUTE 275. AL7235' AL7235'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF AL7235'TRANSPORTATION BRASS DISK, STAMPED---I275 74 A38 RM NO 1---, SET IN AL7235'THE TOP OF A CONCRETE GUARDRAIL OF BRIDGE. IT IS 4.2 FEET NORTH OF AL7235'NORTH END OF A METAL GUARDRAIL, 5.7 FEET SOUTH OF SOUTH END OF BRIDGE AL7235'AND 18.0 FEET WEST OF CENTER OF NORTHBOUND LANE OF INTERSTATE ROUTE AL7235'275. AL7235' AL7235'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF AL7235'TRANSPORTATION BRASS DISK, STAMPED---I275 74 A38 RM NO 2---, SET IN AL7235'THE TOP OF A CONCRETE GUARDRAIL OF BRIDGE. IT IS 5.3 FEET SOUTH OF AL7235'SOUTH END OF BRIDGE AND 18.0 FEET EAST OF CENTER OF SOUTHBOUND LANE OF AL7235'INTERSTATE ROUTE 275. AL7235 AL7235 STATION RECOVERY (1975) AL7235 AL7235'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AL7235'7.2 MI NORTH FROM TAMPA. AL7235'FROM THE INTERSECTION OF INTERSTATE ROUTE 275 AND INTERSTATE ROUTE 4, AL7235'IN TAMPA, GO NORTH ON INTERSTATE ROUTE 275 FOR 6.2 MILES TO BRIDGE AL7235'OVER FOWLER AVENUE, CONTINUE NORTH ON INTERSTATE ROUTE 275 FOR 1.0 AL7235'MILE TO BRIDGE OVER FLETCHER AVENUE AND MARK, WHICH IS SET IN THE TOP AL7235'OF A ROUND CONCRETE MONUMENT, IN THE MEDIAN. IT IS 27.0 FT. WEST OF AL7235'CENTER OF INTERSTATE ROUTE 275 NORTHBOUND LANE, 10.2 FT. SOUTH OF THE AL7235'SOUTH CONCRETE GUARDWALL BETWEEN BRIDGES, 10.0 FT. WEST OF A METAL AL7235'GUARDRAIL AND 9.4 FT. SOUTH OF A METAL WITNESS POST. AL7235 AL7235 STATION RECOVERY (1993) AL7235 AL7235'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1993 (RLF) AL7235'RECOVERED AS DESCRIBED. AL7235 AL7235 STATION RECOVERY (2003) AL7235 AL7235'RECOVERY NOTE BY AYRES ASSOCIATES 2003 AL7235'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL7236 *********************************************************************** AL7236 DESIGNATION - I275 74 A38 RM 1 AL7236 PID - AL7236 AL7236 STATE/COUNTY- FL/HILLSBOROUGH AL7236 USGS QUAD - SULPHUR SPRINGS (1995) AL7236 AL7236 *CURRENT SURVEY CONTROL AL7236 ___________________________________________________________________ AL7236* NAD 83(1986)- 28 04 08. (N) 082 27 16. (W) SCALED AL7236* NAVD 88 - 19.898 (meters) 65.28 (feet) ADJUSTED AL7236 ___________________________________________________________________ AL7236 GEOID HEIGHT- -25.15 (meters) GEOID99 AL7236 DYNAMIC HT - 19.869 (meters) 65.19 (feet) COMP AL7236 MODELED GRAV- 979,190.5 (mgal) NAVD 88 AL7236 AL7236 VERT ORDER - SECOND CLASS I AL7236 AL7236.The horizontal coordinates were scaled from a topographic map and have AL7236.an estimated accuracy of +/- 6 seconds. AL7236 AL7236.The orthometric height was determined by differential leveling AL7236.and adjusted by the National Geodetic Survey in June 1991. AL7236 AL7236.The geoid height was determined by GEOID99. AL7236 AL7236.The dynamic height is computed by dividing the NAVD 88 AL7236.geopotential number by the normal gravity value computed on the AL7236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7236.degrees latitude (g = 980.6199 gals.). AL7236 AL7236.The modeled gravity was interpolated from observed gravity values. AL7236 AL7236; North East Units Estimated Accuracy AL7236;SPC FL W - 413,930. 155,330. MT (+/- 180 meters Scaled) AL7236 AL7236 SUPERSEDED SURVEY CONTROL AL7236 AL7236 NGVD 29 - 20.153 (m) 66.12 (f) ADJ UNCH 2 1 AL7236 AL7236.Superseded values are not recommended for survey control. AL7236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7236.See file dsdata.txt to determine how the superseded data were derived. AL7236 AL7236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM570056(NAD 83) AL7236_MARKER: DR = REFERENCE MARK DISK AL7236_SETTING: 36 = CONCRETE BRIDGE GUARDRAIL AL7236_STAMPING: I275 74 A38 RM NO 1 AL7236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL7236 AL7236 HISTORY - Date Condition Report By AL7236 HISTORY - 1974 MONUMENTED FLDT AL7236 HISTORY - 1975 GOOD FLDT AL7236 HISTORY - 20030215 MARK NOT FOUND AYRES AL7236 AL7236 STATION DESCRIPTION AL7236 AL7236'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AL7236'7.2 MI NORTH FROM TAMPA. AL7236'FROM THE INTERSECTION OF INTERSTATE ROUTE 275 AND INTERSTATE ROUTE 4, AL7236'IN TAMPA, GO NORTH ON INTERSTATE ROUTE 275 FOR 6.2 MILES TO BRIDGE AL7236'OVER FOWLER AVENUE, CONTINUE NORTH ON INTERSTATE ROUTE 275 FOR 1.0 AL7236'MILE TO BRIDGE OVER FLETCHER AVENUE AND MARK, WHICH IS NEAR THE AL7236'SOUTHWEST CORNER OF THE NORTHBOUND BRIDGE. IT IS 18.0 FT. WEST OF THE AL7236'CENTER OF INTERSTATE ROUTE 275 NORTHBOUND LANE, 5.7 FT. SOUTH OF THE AL7236'SOUTH END OF BRIDGE AND 4.2 FT. NORTH OF THE NORTH END OF THE METAL AL7236'GUARDRAIL. AL7236'THE MARK IS 3 FT ABOVE HIGHWAY. AL7236 AL7236 STATION RECOVERY (2003) AL7236 AL7236'RECOVERY NOTE BY AYRES ASSOCIATES 2003 AL7236'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL7237 *********************************************************************** AL7237 DESIGNATION - I275 74 A38 RM 2 AL7237 PID - AL7237 AL7237 STATE/COUNTY- FL/HILLSBOROUGH AL7237 USGS QUAD - SULPHUR SPRINGS (1995) AL7237 AL7237 *CURRENT SURVEY CONTROL AL7237 ___________________________________________________________________ AL7237* NAD 83(1986)- 28 04 08. (N) 082 27 16. (W) SCALED AL7237* NAVD 88 - 19.903 (meters) 65.30 (feet) ADJUSTED AL7237 ___________________________________________________________________ AL7237 GEOID HEIGHT- -25.15 (meters) GEOID99 AL7237 DYNAMIC HT - 19.874 (meters) 65.20 (feet) COMP AL7237 MODELED GRAV- 979,190.5 (mgal) NAVD 88 AL7237 AL7237 VERT ORDER - SECOND CLASS I AL7237 AL7237.The horizontal coordinates were scaled from a topographic map and have AL7237.an estimated accuracy of +/- 6 seconds. AL7237 AL7237.The orthometric height was determined by differential leveling AL7237.and adjusted by the National Geodetic Survey in June 1991. AL7237 AL7237.The geoid height was determined by GEOID99. AL7237 AL7237.The dynamic height is computed by dividing the NAVD 88 AL7237.geopotential number by the normal gravity value computed on the AL7237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7237.degrees latitude (g = 980.6199 gals.). AL7237 AL7237.The modeled gravity was interpolated from observed gravity values. AL7237 AL7237; North East Units Estimated Accuracy AL7237;SPC FL W - 413,930. 155,330. MT (+/- 180 meters Scaled) AL7237 AL7237 SUPERSEDED SURVEY CONTROL AL7237 AL7237 NGVD 29 - 20.159 (m) 66.14 (f) ADJ UNCH 2 1 AL7237 AL7237.Superseded values are not recommended for survey control. AL7237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7237.See file dsdata.txt to determine how the superseded data were derived. AL7237 AL7237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM570056(NAD 83) AL7237_MARKER: DR = REFERENCE MARK DISK AL7237_SETTING: 36 = CONCRETE BRIDGE GUARDRAIL AL7237_STAMPING: I275 74 A38 RM NO 2 AL7237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL7237 AL7237 HISTORY - Date Condition Report By AL7237 HISTORY - 1974 MONUMENTED FLDT AL7237 HISTORY - 1975 GOOD FLDT AL7237 HISTORY - 20030220 MARK NOT FOUND AYRES AL7237 AL7237 STATION DESCRIPTION AL7237 AL7237'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AL7237'7.2 MI NORTH FROM TAMPA. AL7237'FROM THE INTERSECTION OF INTERSTATE ROUTE 275 AND INTERSTATE ROUTE 4, AL7237'IN TAMPA, GO NORTH ON INTERSTATE ROUTE 275 FOR 6.2 MILES TO BRIDGE AL7237'OVER FOWLER AVENUE, CONTINUE NORTH ON INTERSTATE ROUTE 275 FOR 1.0 AL7237'MILE TO BRIDGE OVER FLETCHER AVENUE AND REFERENCE MARK, WHICH IS NEAR AL7237'THE SOUTHEAST CORNER OF THE SOUTHBOUND BRIDGE. IT IS 18.3 FT. EAST OF AL7237'CENTER OF INTERSTATE ROUTE 275 SOUTHBOUND LANE AND 5.3 FT. SOUTH OF AL7237'THE SOUTH END OF BRIDGE. AL7237'THE MARK IS 3 FT ABOVE HIGHWAY. AL7237 AL7237 STATION RECOVERY (2003) AL7237 AL7237'RECOVERY NOTE BY AYRES ASSOCIATES 2003 AL7237'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL7241 *********************************************************************** AL7241 DESIGNATION - I275 74 A39 AL7241 PID - AL7241 AL7241 STATE/COUNTY- FL/HILLSBOROUGH AL7241 USGS QUAD - SULPHUR SPRINGS (1995) AL7241 AL7241 *CURRENT SURVEY CONTROL AL7241 ___________________________________________________________________ AL7241* NAD 83(1990)- 28 05 15.86501(N) 082 27 17.34774(W) ADJUSTED AL7241* NAVD 88 - 22.555 (meters) 74.00 (feet) ADJUSTED AL7241 ___________________________________________________________________ AL7241 LAPLACE CORR- -1.58 (seconds) DEFLEC99 AL7241 GEOID HEIGHT- -25.20 (meters) GEOID99 AL7241 DYNAMIC HT - 22.522 (meters) 73.89 (feet) COMP AL7241 MODELED GRAV- 979,191.2 (mgal) NAVD 88 AL7241 AL7241 HORZ ORDER - SECOND AL7241 VERT ORDER - SECOND CLASS I AL7241 AL7241.The horizontal coordinates were established by classical geodetic methods AL7241.and adjusted by the National Geodetic Survey in May 1991. AL7241 AL7241.The orthometric height was determined by differential leveling AL7241.and adjusted by the National Geodetic Survey in June 1991. AL7241 AL7241.The Laplace correction was computed from DEFLEC99 derived deflections. AL7241 AL7241.The geoid height was determined by GEOID99. AL7241 AL7241.The dynamic height is computed by dividing the NAVD 88 AL7241.geopotential number by the normal gravity value computed on the AL7241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7241.degrees latitude (g = 980.6199 gals.). AL7241 AL7241.The modeled gravity was interpolated from observed gravity values. AL7241 AL7241; North East Units Scale Converg. AL7241;SPC FL W - 416,015.335 155,301.826 MT 0.99996583 -0 12 50.9 AL7241;UTM 17 - 3,107,776.369 357,065.960 MT 0.99985216 -0 41 06.3 AL7241 AL7241: Primary Azimuth Mark Grid Az AL7241:SPC FL W - I275 74 A38 179 47 39.4 AL7241:UTM 17 - I275 74 A38 180 15 54.8 AL7241 AL7241|---------------------------------------------------------------------| AL7241| PID Reference Object Distance Geod. Az | AL7241| dddmmss.s | AL7241| AL7244 I275 74 A40 APPROX. 0.5 KM 0011913.8 | AL7241| AL7242 I275 74 A39 RM 1 6.433 METERS 05358 | AL7241| AL7235 I275 74 A38 APPROX. 2.1 KM 1793448.5 | AL7241| AL7240 I275 74 A39 RM 2 6.676 METERS 30553 | AL7241|---------------------------------------------------------------------| AL7241 AL7241 SUPERSEDED SURVEY CONTROL AL7241 AL7241 NAD 83(1986)- 28 05 15.87061(N) 082 27 17.35652(W) AD( ) 2 AL7241 NAD 27 - 28 05 14.81001(N) 082 27 18.01688(W) AD( ) 2 AL7241 NGVD 29 - 22.809 (m) 74.83 (f) ADJ UNCH 2 1 AL7241 AL7241.Superseded values are not recommended for survey control. AL7241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7241.See file dsdata.txt to determine how the superseded data were derived. AL7241 AL7241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5706607776(NAD 83) AL7241_MARKER: DD = SURVEY DISK AL7241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7241_STAMPING: I275 74 A39 AL7241_PROJECTION: RECESSED 33 CENTIMETERS AL7241_MAGNETIC: N = NO MAGNETIC MATERIAL AL7241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7241+STABILITY: SURFACE MOTION AL7241 AL7241 HISTORY - Date Condition Report By AL7241 HISTORY - 1974 MONUMENTED FLDT AL7241 HISTORY - 1975 GOOD FLDT AL7241 HISTORY - 20030216 MARK NOT FOUND AYRES AL7241 AL7241 STATION DESCRIPTION AL7241 AL7241'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974 (CBM) AL7241'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF TEMPLE TERRACE AND AL7241'12-1/2 MILES NORTHEAST OF THE NORTHEAST END OF INTERSTATE ROUTE 275 AL7241'BRIDGE OVER TAMPA BAY, AT THE INTERSECTION OF INTERSTATE ROUTE 275 AND AL7241'BEARSS AVENUE. AL7241' AL7241'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE ROUTES 275 AND 4 AL7241'IN TAMPA, GO NORTH ON INTERSTATE ROUTE 275 FOR 8.5 MILES TO BRIDGE AL7241'OVER BEARSS AVENUE, AND STATION IN MEDIAN, AT SOUTH END OF THE BRIDGE. AL7241'THERE IS AN INTERCHANGE AT THIS INTERSECTION. AL7241' AL7241'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS AL7241'DISK, STAMPED---I275 74 A39---, SET IN THE TOP OF A ROUND CONCRETE AL7241'MONUMENT THAT IS 13 INCHES BELOW THE GROUND. IT IS 4.0 FEET SOUTH OF AL7241'SOUTH CONCRETE GUARDWALL BETWEEN BRIDGES, 6.7 FEET NORTH OF A METAL AL7241'WITNESS POST, 19.0 FEET WEST OF A METAL GUARDRAIL AND 34.0 FEET WEST AL7241'OF CENTER OF NORTHBOUND LANE OF INTERSTATE ROUTE 275. AL7241' AL7241'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF AL7241'TRANSPORTATION BRASS DISK, STAMPED---I275 74 A39 RM NO 1---, SET IN AL7241'THE TOP OF A CONCRETE GUARDRAIL OF BRIDGE. IT IS 0.2 FOOT SOUTH OF AL7241'SOUTH END OF BRIDGE, 5.0 FEET NORTH OF NORTH END OF A METAL GUARDRAIL AL7241'AND 17.5 FEET WEST OF CENTER OF NORTHBOUND LANE OF INTERSTATE ROUTE AL7241'275. AL7241' AL7241'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF AL7241'TRANSPORTATION BRASS DISK, STAMPED---I275 74 A39 RM NO 2---, SET IN AL7241'THE TOP OF A CONCRETE GUARDRAIL OF BRIDGE. IT IS 0.4 FOOT SOUTH OF AL7241'SOUTH END OF AN ALUMINUM GUARDRAIL, 3.0 FEET NORTH OF NORTH END OF A AL7241'METAL GUARDRAIL AND 17.5 FEET EAST OF CENTER OF SOUTHBOUND LANE OF AL7241'INTERSTATE ROUTE 275. AL7241 AL7241 STATION RECOVERY (1975) AL7241 AL7241'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AL7241'8.5 MI NORTH FROM TAMPA. AL7241'FROM THE INTERSECTION OF INTERSTATE ROUTE 275 AND INTERSTATE ROUTE 4, AL7241'IN TAMPA, GO NORTH ON INTERSTATE ROUTE 275 FOR 6.2 MILES TO BRIDGE AL7241'OVER FOWLER AVENUE, CONTINUE NORTH ON INTERSTATE ROUTE 275 FOR 2.3 AL7241'MILES TO BRIDGE OVER BEARSS AVENUE AND STATION MARK, WHICH IS SET IN AL7241'THE TOP OF A ROUND CONCRETE MONUMENT, IN THE MEDIAN. IT IS 34.0 FT. AL7241'WEST OF CENTER OF INTERSTATE ROUTE 275 NORTHBOUND LANE, 19.0 FT. WEST AL7241'OF A METAL GUARDRAIL, 6.7 FT. NORTH OF A METAL WITNESS POST, AND 4.0 AL7241'SOUTH OF THE SOUTH CONCRETE GUARDWALL BETWEEN BRIDGES. AL7241 AL7241 STATION RECOVERY (2003) AL7241 AL7241'RECOVERY NOTE BY AYRES ASSOCIATES 2003 AL7241'BELIEVED TO BE DESTROYED. DESCRIPTION STATES THAT IT IS 13 INCHES AL7241'BELOW GROUND IN MEDIAN. THE BRIDGE AND ROAD APPEAR TO BE AL7241'RECONSTRUCTED AND THERE IS NO LONGER A MEDIAN THERE. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL7238 *********************************************************************** AL7238 DESIGNATION - I275 X 2 AL7238 PID - AL7238 AL7238 STATE/COUNTY- FL/HILLSBOROUGH AL7238 USGS QUAD - SULPHUR SPRINGS (1995) AL7238 AL7238 *CURRENT SURVEY CONTROL AL7238 ___________________________________________________________________ AL7238* NAD 83(1986)- 28 04 08. (N) 082 27 16. (W) SCALED AL7238* NAVD 88 - 19.030 (meters) 62.43 (feet) ADJUSTED AL7238 ___________________________________________________________________ AL7238 GEOID HEIGHT- -25.15 (meters) GEOID99 AL7238 DYNAMIC HT - 19.002 (meters) 62.34 (feet) COMP AL7238 MODELED GRAV- 979,190.5 (mgal) NAVD 88 AL7238 AL7238 VERT ORDER - SECOND CLASS I AL7238 AL7238.The horizontal coordinates were scaled from a topographic map and have AL7238.an estimated accuracy of +/- 6 seconds. AL7238 AL7238.The orthometric height was determined by differential leveling AL7238.and adjusted by the National Geodetic Survey in June 1991. AL7238 AL7238.The geoid height was determined by GEOID99. AL7238 AL7238.The dynamic height is computed by dividing the NAVD 88 AL7238.geopotential number by the normal gravity value computed on the AL7238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7238.degrees latitude (g = 980.6199 gals.). AL7238 AL7238.The modeled gravity was interpolated from observed gravity values. AL7238 AL7238; North East Units Estimated Accuracy AL7238;SPC FL W - 413,930. 155,330. MT (+/- 180 meters Scaled) AL7238 AL7238 SUPERSEDED SURVEY CONTROL AL7238 AL7238 NGVD 29 - 19.285 (m) 63.27 (f) ADJ UNCH 2 1 AL7238 AL7238.Superseded values are not recommended for survey control. AL7238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7238.See file dsdata.txt to determine how the superseded data were derived. AL7238 AL7238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM570056(NAD 83) AL7238_MARKER: DD = SURVEY DISK AL7238_SETTING: 36 = CONCRETE BRIDGE CURB AL7238_STAMPING: I275 X2 AL7238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL7238 AL7238 HISTORY - Date Condition Report By AL7238 HISTORY - 1974 MONUMENTED FLDT AL7238 HISTORY - 1975 GOOD FLDT AL7238 HISTORY - 20030220 MARK NOT FOUND AYRES AL7238 AL7238 STATION DESCRIPTION AL7238 AL7238'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AL7238'7.2 MI NORTH FROM TAMPA. AL7238'FROM THE INTERSECTION OF INTERSTATE ROUTE 275 AND INTERSTATE ROUTE 4, AL7238'IN TAMPA, GO NORTH ON INTERSTATE ROUTE 275 FOR 6.2 MILES TO BRIDGE AL7238'OVER FOWLER AVENUE, CONTINUE NORTH ON INTERSTATE ROUTE 275 FOR 1.0 AL7238'MILE TO BRIDGE OVER FLETCHER AVENUE AND BENCH MARK, WHICH IS NEAR THE AL7238'SOUTHEAST CORNER OF THE NORTHBOUND BRIDGE. IT IS 2.2 FT. NORTH OF THE AL7238'NORTH END OF A METAL GUARDRAIL, 0.5 FT. NORTH OF THE SOUTH END OF AL7238'BRIDGE AND 0.5 FT. EAST OF THE WEST END OF CURB. AL7238'THE MARK IS 1 FT ABOVE HIGHWAY. AL7238 AL7238 STATION RECOVERY (2003) AL7238 AL7238'RECOVERY NOTE BY AYRES ASSOCIATES 2003 AL7238'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6634 *********************************************************************** AL6634 DESIGNATION - I75 73 C01 AL6634 PID - AL6634 AL6634 STATE/COUNTY- FL/HILLSBOROUGH AL6634 USGS QUAD - SULPHUR SPRINGS (1995) AL6634 AL6634 *CURRENT SURVEY CONTROL AL6634 ___________________________________________________________________ AL6634* NAD 83(1990)- 28 05 03.19900(N) 082 27 01.03526(W) ADJUSTED AL6634* NAVD 88 - 15.308 (meters) 50.22 (feet) POSTED AL6634 ___________________________________________________________________ AL6634 LAPLACE CORR- -1.58 (seconds) DEFLEC99 AL6634 GEOID HEIGHT- -25.19 (meters) GEOID99 AL6634 DYNAMIC HT - 15.290 (meters) 50.16 (feet) COMP AL6634 MODELED GRAV- 979,190.9 (mgal) NAVD 88 AL6634 AL6634 HORZ ORDER - SECOND AL6634 VERT ORDER - * POSTED, Code E , SEE BELOW AL6634 AL6634.The horizontal coordinates were established by classical geodetic methods AL6634.and adjusted by the National Geodetic Survey in May 1991. AL6634 AL6634.The orthometric height was determined by differential leveling AL6634.and adjusted by the National Geodetic Survey in 1992. AL6634.* This is a POSTED BENCH MARK height. Code E indicates a distribution AL6634.rate of 4.1 thru 8.0 mm/km. AL6634 AL6634.The Laplace correction was computed from DEFLEC99 derived deflections. AL6634 AL6634.The geoid height was determined by GEOID99. AL6634 AL6634.The dynamic height is computed by dividing the NAVD 88 AL6634.geopotential number by the normal gravity value computed on the AL6634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6634.degrees latitude (g = 980.6199 gals.). AL6634 AL6634.The modeled gravity was interpolated from observed gravity values. AL6634 AL6634; North East Units Scale Converg. AL6634;SPC FL W - 415,623.790 155,745.705 MT 0.99996534 -0 12 43.1 AL6634;UTM 17 - 3,107,381.234 357,506.556 MT 0.99985061 -0 40 58.3 AL6634 AL6634: Primary Azimuth Mark Grid Az AL6634:SPC FL W - SKIPPER RESET 173 53 22.7 AL6634:UTM 17 - SKIPPER RESET 174 21 37.9 AL6634 AL6634|---------------------------------------------------------------------| AL6634| PID Reference Object Distance Geod. Az | AL6634| dddmmss.s | AL6634| CW6168 I75 73 C01 RM 3 12.884 METERS 02624 | AL6634| AL6480 SKIPPER RESET 434.685 METERS 1734039.6 | AL6634| AL6636 I75 73 C01 RM 2 13.494 METERS 17345 | AL6634|---------------------------------------------------------------------| AL6634 AL6634 SUPERSEDED SURVEY CONTROL AL6634 AL6634 NAD 83(1986)- 28 05 03.20448(N) 082 27 01.04438(W) AD( ) 2 AL6634 NAD 27 - 28 05 02.14294(N) 082 27 01.70462(W) AD( ) 2 AL6634 NGVD 29 - 15.562 (m) 51.06 (f) ADJ UNCH 2 2 AL6634 AL6634.Superseded values are not recommended for survey control. AL6634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6634.See file dsdata.txt to determine how the superseded data were derived. AL6634 AL6634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5750707381(NAD 83) AL6634_MARKER: DD = SURVEY DISK AL6634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6634_STAMPING: I75 73 C01 AL6634_MAGNETIC: N = NO MAGNETIC MATERIAL AL6634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6634+STABILITY: SURFACE MOTION AL6634 AL6634 HISTORY - Date Condition Report By AL6634 HISTORY - 1975 MONUMENTED FLDT AL6634 HISTORY - 1974 GOOD FLDT AL6634 HISTORY - 1977 GOOD FLDT AL6634 HISTORY - 20030218 MARK NOT FOUND AYRES AL6634 AL6634 STATION DESCRIPTION AL6634 AL6634'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 (CBM) AL6634'STATION IS LOCATED ABOUT 9-1/2 MILES NORTH OF DOWNTOWN TAMPA, 5 AL6634'MILES NORTHWEST OF TEMPLE TERRACE AND 5-3/4 MILES SOUTH OF THE AL6634'PASCO-HILLSBOROUGH COUNTY LINE, ON SEABOARD COAST LINE RAILROAD AL6634'RIGHT-OF-WAY. AL6634' AL6634'TO REACH STATION FROM THE JUNCTION OF INTERSTATE ROUTE 4 AND 75 AL6634'OVERPASS OVER NEBRASKA AVENUE AT TAMPA. GO NORTH ON NEBRASKA AL6634'AVENUE FOR 8.05 MILES TO THE INTERSECTION OF SKIPPER AVENUE, AL6634'THEN EAST ON SKIPPER AVENUE FOR 0.1 MILE TO THE CROSSING OF THE AL6634'SEABOARD COAST LINE RAILROAD. TURN LEFT AND GO NORTH ON A PAVED AL6634'ROAD ALONG EAST SIDE OF TRACKS FOR 0.25 MILE TO STATION ON AL6634'RAILROAD RIGHT-OF-WAY, AS DESCRIBED. AL6634' AL6634'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION AL6634'BRASS DISK, STAMPED I75 73 C01, SET IN THE TOP OF A ROUND CONCRETE AL6634'MONUMENT THAT IS 2 INCHES BELOW THE GROUND. IT IS 4.0 FEET EAST AL6634'OF A METAL WITNESS POST, 6.2 FEET WEST OF WEST RAIL OF MAIN AL6634'RAILROAD TRACK, 96.6 FEET NORTH OF APEX OF TRACK INTERSECTION, AL6634'112.0 FEET SOUTH OF A RAILROAD WHISTLE SIGN AND 173.5 FEET NORTH AL6634'OF A RAILROAD SWITCH FOR A SIDE TRACK. AL6634' AL6634'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF AL6634'TRANSPORTATION BRASS DISK, STAMPED I75 73 C01 RM 2, SET IN THE AL6634'TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE AL6634'GROUND. IT IS 4.1 FEET WEST OF WEST RAIL OF RAILROAD TRACKS, AL6634'53.2 FEET NORTH OF APEX OF RAILROAD INTERSECTION AND 130.1 FEET AL6634'NORTH OF RAILROAD SWITCH FOR SIDE TRACK. AL6634' AL6634'REFERENCE MARK NUMBER 3 IS A STANDARD FLORIDA, DEPARTMENT OF AL6634'TRANSPORTATION BRASS DISK, STAMPED I75 75 C01 RM 3, SET IN THE AL6634'TOP OF A SQUARE CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE AL6634'GROUND. IT IS 9.0 FEET WEST OF WEST RAIL OF SIDE TRACK, 10.0 AL6634'FEET EAST OF EAST RAIL OF MAIN TRACK AND 137.0 FEET NORTH OF APEX AL6634'OF TRACK INTERSECTION. AL6634' AL6634'DISTANCE BETWEEN REFERENCE MARK NUMBER 2 AND REFERENCE MARK AL6634'NUMBER 3 IS 25.317 METERS, OR 83.06 FEET. AL6634 AL6634 STATION RECOVERY (1974) AL6634 AL6634'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974 AL6634'8.4 MI N FROM TAMPA. AL6634'FROM THE JUNCTION OF INTERSTATE ROUTE 4 AND INTERSTATE ROUTE 275 AL6634'OVERPASS OVER NEBRASKA AVENUE IN TAMPA. GO NORTH ON NEBRASKA AVENUE AL6634'FOR ABOUT 8.05 MILES TO THE INTERSECTION OF SKIPPER AVENUE, TURN RIGHT AL6634'AND GO EAST ON SKIPPER AVENUE FOR 0.1 MILE TO SEABOARD COASTLINE AL6634'RAILROAD CROSSING, TURN LEFT AND GO NORTH ON PAVED ROAD ALONG EAST AL6634'SIDE OF RAILROAD TRACKS FOR 0.25 MILE TO STATION MARK. WHICH IS IN THE AL6634'TOP OF A ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND. IT AL6634'IS 4 FEET EAST OF A METAL WITNESS POST, 6.2 FEET WEST OF THE WEST RAIL AL6634'OF THE MAIN TRACK, 112 FEET SOUTH OF WHISTLE SIGN AND 173.0 FEET NORTH AL6634'OF SWITCH STAND. SECTION 6, T 28S, R 19E. AL6634 AL6634 STATION RECOVERY (1977) AL6634 AL6634'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977 (CBM) AL6634'STATION RECOVERED AS DESCRIBED BY G. FLAVIN, IN 1973. AL6634 AL6634 STATION RECOVERY (2003) AL6634 AL6634'RECOVERY NOTE BY AYRES ASSOCIATES 2003 (DJH) AL6634'FOUND CONCRETE MONUMENT WITH DISK STAMPED I75 73 C01. ENTIRE MONUMENT AL6634'IS UNEARTHED, LAYING BESIDE RAILROAD TRACKS IN APPROXIMATE CORRECT AL6634'LOCATION. APPEARS TO HAVE BEEN DUG OUT DUE TO CONSTRUCTION NEAR AL6634'RAILROAD TRACKS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG8580 *********************************************************************** AG8580 DESIGNATION - I75 84 A56 RM 1 AG8580 PID - AG8580 AG8580 STATE/COUNTY- FL/HILLSBOROUGH AG8580 USGS QUAD - RUSKIN (1987) AG8580 AG8580 *CURRENT SURVEY CONTROL AG8580 ___________________________________________________________________ AG8580* NAD 83(1990)- 27 39 27.33130(N) 082 26 13.11655(W) ADJUSTED AG8580* NAVD 88 - 15.739 (meters) 51.64 (feet) ADJUSTED AG8580 ___________________________________________________________________ AG8580 LAPLACE CORR- -1.67 (seconds) DEFLEC99 AG8580 GEOID HEIGHT- -24.65 (meters) GEOID99 AG8580 DYNAMIC HT - 15.716 (meters) 51.56 (feet) COMP AG8580 MODELED GRAV- 979,152.2 (mgal) NAVD 88 AG8580 AG8580 HORZ ORDER - SECOND AG8580 VERT ORDER - SECOND CLASS II AG8580 AG8580.The horizontal coordinates were established by classical geodetic methods AG8580.and adjusted by the National Geodetic Survey in May 1991. AG8580 AG8580.The orthometric height was determined by differential leveling AG8580.and adjusted by the National Geodetic Survey in June 1991. AG8580 AG8580.The Laplace correction was computed from DEFLEC99 derived deflections. AG8580 AG8580.The geoid height was determined by GEOID99. AG8580 AG8580.The dynamic height is computed by dividing the NAVD 88 AG8580.geopotential number by the normal gravity value computed on the AG8580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8580.degrees latitude (g = 980.6199 gals.). AG8580 AG8580.The modeled gravity was interpolated from observed gravity values. AG8580 AG8580; North East Units Scale Converg. AG8580;SPC FL W - 368,343.016 156,885.344 MT 0.99996411 -0 12 10.2 AG8580;UTM 17 - 3,060,098.192 358,260.216 MT 0.99984798 -0 40 01.7 AG8580 AG8580 SUPERSEDED SURVEY CONTROL AG8580 AG8580 NAD 83(1986)- 27 39 27.33455(N) 082 26 13.12978(W) AD( ) 2 AG8580 NGVD 29 - 16.24 (m) 53.3 (f) LEVELING 3 AG8580 AG8580.Superseded values are not recommended for survey control. AG8580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8580.See file dsdata.txt to determine how the superseded data were derived. AG8580 AG8580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5826060098(NAD 83) AG8580_MARKER: DD = SURVEY DISK AG8580_SETTING: 31 = CONCRETE GUARDRAIL AG8580_STAMPING: I 75 84 A 56 RM NO 1 AG8580_MARK LOGO: FLDT AG8580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG8580 AG8580 HISTORY - Date Condition Report By AG8580 HISTORY - 1984 MONUMENTED FLDT AG8580 HISTORY - 20030311 GOOD USPSQD AG8580 AG8580 STATION DESCRIPTION AG8580 AG8580'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8580'8.15 MI SOUTH FROM RUSKIN. AG8580'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 674, AG8580'ABOUT 3.0 MILES EAST SOUTHEAST OF RUSKIN, GO SOUTHWEST ON INTERSTATE AG8580'ROUTE 75 FOR 4.3 MILES TO THE INTERSTATE ROUTE 75 BRIDGES OVER THE AG8580'LITTLE MANATEE RIVER, CONTINUE SOUTHWEST ON INTERSTATE ROUTE 75 FOR AG8580'0.85 MILE TO AN OVERPASS AND THE MARK. IT IS SET IN THE TOP OF THE AG8580'NORTH CONCRETE GUARDRAIL OF THE OVERPASS, 24.0 FEET NORTH OF THE AG8580'CENTER OF THE ROAD AND 10.8 FEET WEST OF THE EAST END OF THE NORTH AG8580'CONCRETE GUARDRAIL. AG8580 AG8580 STATION RECOVERY (2003) AG8580 AG8580'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AG8580'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG8578 *********************************************************************** AG8578 DESIGNATION - I75 84 A56 RM 2 AG8578 PID - AG8578 AG8578 STATE/COUNTY- FL/HILLSBOROUGH AG8578 USGS QUAD - RUSKIN (1987) AG8578 AG8578 *CURRENT SURVEY CONTROL AG8578 ___________________________________________________________________ AG8578* NAD 83(1990)- 27 39 26.91224(N) 082 26 13.81910(W) ADJUSTED AG8578* NAVD 88 - 15.102 (meters) 49.55 (feet) ADJUSTED AG8578 ___________________________________________________________________ AG8578 LAPLACE CORR- -1.67 (seconds) DEFLEC99 AG8578 GEOID HEIGHT- -24.65 (meters) GEOID99 AG8578 DYNAMIC HT - 15.080 (meters) 49.48 (feet) COMP AG8578 MODELED GRAV- 979,152.2 (mgal) NAVD 88 AG8578 AG8578 HORZ ORDER - SECOND AG8578 VERT ORDER - SECOND CLASS II AG8578 AG8578.The horizontal coordinates were established by classical geodetic methods AG8578.and adjusted by the National Geodetic Survey in May 1991. AG8578 AG8578.The orthometric height was determined by differential leveling AG8578.and adjusted by the National Geodetic Survey in June 1991. AG8578 AG8578.The Laplace correction was computed from DEFLEC99 derived deflections. AG8578 AG8578.The geoid height was determined by GEOID99. AG8578 AG8578.The dynamic height is computed by dividing the NAVD 88 AG8578.geopotential number by the normal gravity value computed on the AG8578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8578.degrees latitude (g = 980.6199 gals.). AG8578 AG8578.The modeled gravity was interpolated from observed gravity values. AG8578 AG8578; North East Units Scale Converg. AG8578;SPC FL W - 368,330.185 156,866.043 MT 0.99996413 -0 12 10.6 AG8578;UTM 17 - 3,060,085.520 358,240.814 MT 0.99984805 -0 40 02.0 AG8578 AG8578 SUPERSEDED SURVEY CONTROL AG8578 AG8578 NAD 83(1986)- 27 39 26.91549(N) 082 26 13.83234(W) AD( ) 2 AG8578 NGVD 29 - 15.60 (m) 51.2 (f) LEVELING 3 AG8578 AG8578.Superseded values are not recommended for survey control. AG8578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8578.See file dsdata.txt to determine how the superseded data were derived. AG8578 AG8578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5824160086(NAD 83) AG8578_MARKER: DD = SURVEY DISK AG8578_SETTING: 31 = CONCRETE WALKWAY AG8578_STAMPING: I 75 84 A 56 RM NO 2 AG8578_MARK LOGO: FLDT AG8578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG8578 AG8578 HISTORY - Date Condition Report By AG8578 HISTORY - 1984 MONUMENTED FLDT AG8578 HISTORY - 20030311 GOOD USPSQD AG8578 AG8578 STATION DESCRIPTION AG8578 AG8578'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8578'8.15 MI SOUTH FROM RUSKIN. AG8578'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 674, AG8578'ABOUT 3.0 MILES EAST SOUTHEAST OF RUSKIN, GO SOUTHWEST ON INTERSTATE AG8578'ROUTE 75 FOR 4.3 MILES TO THE INTERSTATE ROUTE 75 BRIDGES OVER THE AG8578'LITTLE MANATEE RIVER, CONTINUE SOUTHWEST ON INTERSTATE ROUTE 75 FOR AG8578'0.85 MILE TO AN OVERPASS AND THE MARK. IT IS SET IN THE TOP OF THE AG8578'SOUTH CONCRETE WALKWAY OF THE OVERPASS, 52.0 FEET WEST OF THE EAST AG8578'END OF THE SOUTH CONCRETE GUARDRAIL, 19.4 FEET SOUTH OF THE CENTER OF AG8578'THE ROAD AND 2.3 FEET NORTH OF THE SOUTH CONCRETE GUARDRAIL. AG8578 AG8578 STATION RECOVERY (2003) AG8578 AG8578'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AG8578'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG8585 *********************************************************************** AG8585 DESIGNATION - I75 84 A57 RM 2 AG8585 PID - AG8585 AG8585 STATE/COUNTY- FL/HILLSBOROUGH AG8585 USGS QUAD - RUSKIN (1987) AG8585 AG8585 *CURRENT SURVEY CONTROL AG8585 ___________________________________________________________________ AG8585* NAD 83(1990)- 27 40 07.51496(N) 082 25 52.27772(W) ADJUSTED AG8585* NAVD 88 - 8.706 (meters) 28.56 (feet) ADJUSTED AG8585 ___________________________________________________________________ AG8585 LAPLACE CORR- -1.63 (seconds) DEFLEC99 AG8585 GEOID HEIGHT- -24.67 (meters) GEOID99 AG8585 DYNAMIC HT - 8.693 (meters) 28.52 (feet) COMP AG8585 MODELED GRAV- 979,153.3 (mgal) NAVD 88 AG8585 AG8585 HORZ ORDER - SECOND AG8585 VERT ORDER - SECOND CLASS II AG8585 AG8585.The horizontal coordinates were established by classical geodetic methods AG8585.and adjusted by the National Geodetic Survey in May 1991. AG8585 AG8585.The orthometric height was determined by differential leveling AG8585.and adjusted by the National Geodetic Survey in June 1991. AG8585 AG8585.The Laplace correction was computed from DEFLEC99 derived deflections. AG8585 AG8585.The geoid height was determined by GEOID99. AG8585 AG8585.The dynamic height is computed by dividing the NAVD 88 AG8585.geopotential number by the normal gravity value computed on the AG8585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8585.degrees latitude (g = 980.6199 gals.). AG8585 AG8585.The modeled gravity was interpolated from observed gravity values. AG8585 AG8585; North East Units Scale Converg. AG8585;SPC FL W - 369,577.875 157,460.805 MT 0.99996350 -0 12 00.8 AG8585;UTM 17 - 3,061,328.203 358,845.598 MT 0.99984594 -0 39 52.9 AG8585 AG8585 SUPERSEDED SURVEY CONTROL AG8585 AG8585 NAD 83(1986)- 27 40 07.51807(N) 082 25 52.29091(W) AD( ) 2 AG8585 NGVD 29 - 9.21 (m) 30.2 (f) LEVELING 3 AG8585 AG8585.Superseded values are not recommended for survey control. AG8585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8585.See file dsdata.txt to determine how the superseded data were derived. AG8585 AG8585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5884661328(NAD 83) AG8585_MARKER: DD = SURVEY DISK AG8585_SETTING: 31 = CONCRETE SLAB AG8585_STAMPING: I 75 84 A 57 RM NO 2 AG8585_MARK LOGO: FLDT AG8585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG8585 AG8585 HISTORY - Date Condition Report By AG8585 HISTORY - 1984 MONUMENTED FLDT AG8585 HISTORY - 20030311 GOOD USPSQD AG8585 AG8585 STATION DESCRIPTION AG8585 AG8585'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8585'7.3 MI SOUTH FROM RUSKIN. AG8585'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 674, AG8585'ABOUT 3.0 MILES EAST SOUTHEAST OF RUSKIN, GO SOUTHWEST ON INTERSTATE AG8585'ROUTE 75 FOR 4.3 MILES TO THE NORTH END OF THE INTERSTATE ROUTE 75 AG8585'BRIDGES OVER LITTLE MANATEE RIVER AND THE MARK. IT IS SET IN THE TOP AG8585'EAST CONCRETE EMERGENCY PULLOFF LANE OF THE SOUTHBOUND LANES, 10.6 AG8585'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE SOUTHBOUND LANES, 3.0 AG8585'FEET WEST OF THE SOUTHERNMOST WOOD SUPPORT POST FOR THE METAL AG8585'GUARDRAIL AND 0.6 FOOT NORTHWEST OF THE NORTH END OF THE EAST AG8585'CONCRETE GUARDRAIL OF THE SOUTHBOUND BRIDGE. AG8585 AG8585 STATION RECOVERY (2003) AG8585 AG8585'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AG8585'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG8595 *********************************************************************** AG8595 DESIGNATION - I75 84 A60 RM 1 AG8595 PID - AG8595 AG8595 STATE/COUNTY- FL/HILLSBOROUGH AG8595 USGS QUAD - RUSKIN (1987) AG8595 AG8595 *CURRENT SURVEY CONTROL AG8595 ___________________________________________________________________ AG8595* NAD 83(1990)- 27 41 40.81355(N) 082 24 36.74697(W) ADJUSTED AG8595* NAVD 88 - 15.620 (meters) 51.25 (feet) ADJUSTED AG8595 ___________________________________________________________________ AG8595 LAPLACE CORR- -1.43 (seconds) DEFLEC99 AG8595 GEOID HEIGHT- -24.72 (meters) GEOID99 AG8595 DYNAMIC HT - 15.596 (meters) 51.17 (feet) COMP AG8595 MODELED GRAV- 979,155.3 (mgal) NAVD 88 AG8595 AG8595 HORZ ORDER - SECOND AG8595 VERT ORDER - SECOND CLASS II AG8595 AG8595.The horizontal coordinates were established by classical geodetic methods AG8595.and adjusted by the National Geodetic Survey in May 1991. AG8595 AG8595.The orthometric height was determined by differential leveling AG8595.and adjusted by the National Geodetic Survey in June 1991. AG8595 AG8595.The Laplace correction was computed from DEFLEC99 derived deflections. AG8595 AG8595.The geoid height was determined by GEOID99. AG8595 AG8595.The dynamic height is computed by dividing the NAVD 88 AG8595.geopotential number by the normal gravity value computed on the AG8595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8595.degrees latitude (g = 980.6199 gals.). AG8595 AG8595.The modeled gravity was interpolated from observed gravity values. AG8595 AG8595; North East Units Scale Converg. AG8595;SPC FL W - 372,442.585 159,540.250 MT 0.99996137 -0 11 26.3 AG8595;UTM 17 - 3,064,175.613 360,947.954 MT 0.99983866 -0 39 19.8 AG8595 AG8595 SUPERSEDED SURVEY CONTROL AG8595 AG8595 NAD 83(1986)- 27 41 40.81640(N) 082 24 36.76019(W) AD( ) 2 AG8595 NGVD 29 - 16.12 (m) 52.9 (f) LEVELING 3 AG8595 AG8595.Superseded values are not recommended for survey control. AG8595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8595.See file dsdata.txt to determine how the superseded data were derived. AG8595 AG8595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6094864176(NAD 83) AG8595_MARKER: DD = SURVEY DISK AG8595_SETTING: 31 = CONCRETE WALKWAY AG8595_STAMPING: I 75 84 A 60 RM NO 1 AG8595_MARK LOGO: FLDT AG8595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG8595 AG8595 HISTORY - Date Condition Report By AG8595 HISTORY - 1984 MONUMENTED FLDT AG8595 HISTORY - 20030311 GOOD USPSQD AG8595 AG8595 STATION DESCRIPTION AG8595 AG8595'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8595'5.0 MI SE FROM RUSKIN. AG8595'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 674, AG8595'ABOUT 3.0 MILES EAST SOUTHEAST OF RUSKIN, GO SOUTHWEST ON INTERSTATE AG8595'ROUTE 75 FOR 2.0 MILES TO THE 21ST AVENUE OVERPASS AND THE MARK. IT AG8595'IS SET IN THE TOP OF THE SOUTH CONCRETE WALKWAY OF THE OVERPASS, AG8595'128.2 FEET EAST OF THE WEST END OF THE SOUTH CONCRETE GUARDRAIL, 19.6 AG8595'FEET SOUTH OF THE CENTER OF 21ST AVENUE AND 1.8 FEET NORTH OF THE AG8595'SOUTH CONCRETE GUARDRAIL. AG8595 AG8595 STATION RECOVERY (2003) AG8595 AG8595'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AG8595'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG8594 *********************************************************************** AG8594 DESIGNATION - I75 84 A60 RM 2 AG8594 PID - AG8594 AG8594 STATE/COUNTY- FL/HILLSBOROUGH AG8594 USGS QUAD - RUSKIN (1987) AG8594 AG8594 *CURRENT SURVEY CONTROL AG8594 ___________________________________________________________________ AG8594* NAD 83(1990)- 27 41 40.79860(N) 082 24 38.15115(W) ADJUSTED AG8594* NAVD 88 - 15.226 (meters) 49.95 (feet) ADJUSTED AG8594 ___________________________________________________________________ AG8594 LAPLACE CORR- -1.43 (seconds) DEFLEC99 AG8594 GEOID HEIGHT- -24.72 (meters) GEOID99 AG8594 DYNAMIC HT - 15.204 (meters) 49.88 (feet) COMP AG8594 MODELED GRAV- 979,155.3 (mgal) NAVD 88 AG8594 AG8594 HORZ ORDER - SECOND AG8594 VERT ORDER - SECOND CLASS II AG8594 AG8594.The horizontal coordinates were established by classical geodetic methods AG8594.and adjusted by the National Geodetic Survey in May 1991. AG8594 AG8594.The orthometric height was determined by differential leveling AG8594.and adjusted by the National Geodetic Survey in June 1991. AG8594 AG8594.The Laplace correction was computed from DEFLEC99 derived deflections. AG8594 AG8594.The geoid height was determined by GEOID99. AG8594 AG8594.The dynamic height is computed by dividing the NAVD 88 AG8594.geopotential number by the normal gravity value computed on the AG8594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8594.degrees latitude (g = 980.6199 gals.). AG8594 AG8594.The modeled gravity was interpolated from observed gravity values. AG8594 AG8594; North East Units Scale Converg. AG8594;SPC FL W - 372,442.253 159,501.777 MT 0.99996141 -0 11 27.0 AG8594;UTM 17 - 3,064,175.594 360,909.484 MT 0.99983880 -0 39 20.5 AG8594 AG8594 SUPERSEDED SURVEY CONTROL AG8594 AG8594 NAD 83(1986)- 27 41 40.80144(N) 082 24 38.16437(W) AD( ) 2 AG8594 NGVD 29 - 15.73 (m) 51.6 (f) LEVELING 3 AG8594 AG8594.Superseded values are not recommended for survey control. AG8594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8594.See file dsdata.txt to determine how the superseded data were derived. AG8594 AG8594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6090964176(NAD 83) AG8594_MARKER: DD = SURVEY DISK AG8594_SETTING: 31 = CONCRETE GUARDRAIL AG8594_STAMPING: I 75 84 A 60 RM NO 2 AG8594_MARK LOGO: FLDT AG8594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG8594 AG8594 HISTORY - Date Condition Report By AG8594 HISTORY - 1984 MONUMENTED FLDT AG8594 HISTORY - 20030311 GOOD USPSQD AG8594 AG8594 STATION DESCRIPTION AG8594 AG8594'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8594'5.0 MI SE FROM RUSKIN. AG8594'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 674, AG8594'ABOUT 3.0 MILES EAST SOUTHEAST OF RUSKIN, GO SOUTHWEST ON INTERSTATE AG8594'ROUTE 75 FOR 2.0 MILES TO THE 21ST AVENUE OVERPASS AND THE MARK. IT AG8594'IS SET IN THE TOP OF THE SOUTH CONCRETE GUARDRAIL OF THE OVERPASS, AG8594'23.0 FEET SOUTH OF THE CENTER OF 21ST AVENUE AND 1.4 FEET EAST OF THE AG8594'WEST END OF THE SOUTH CONCRETE GUARDRAIL. AG8594 AG8594 STATION RECOVERY (2003) AG8594 AG8594'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AG8594'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG8600 *********************************************************************** AG8600 DESIGNATION - I75 84 A61 RM 1 AG8600 PID - AG8600 AG8600 STATE/COUNTY- FL/HILLSBOROUGH AG8600 USGS QUAD - RUSKIN (1987) AG8600 AG8600 *CURRENT SURVEY CONTROL AG8600 ___________________________________________________________________ AG8600* NAD 83(1990)- 27 41 53.69487(N) 082 24 08.42363(W) ADJUSTED AG8600* NAVD 88 - 17.371 (meters) 56.99 (feet) ADJUSTED AG8600 ___________________________________________________________________ AG8600 LAPLACE CORR- -1.38 (seconds) DEFLEC99 AG8600 GEOID HEIGHT- -24.73 (meters) GEOID99 AG8600 DYNAMIC HT - 17.345 (meters) 56.91 (feet) COMP AG8600 MODELED GRAV- 979,155.4 (mgal) NAVD 88 AG8600 AG8600 HORZ ORDER - SECOND AG8600 VERT ORDER - SECOND CLASS II AG8600 AG8600.The horizontal coordinates were established by classical geodetic methods AG8600.and adjusted by the National Geodetic Survey in May 1991. AG8600 AG8600.The orthometric height was determined by differential leveling AG8600.and adjusted by the National Geodetic Survey in June 1991. AG8600 AG8600.The Laplace correction was computed from DEFLEC99 derived deflections. AG8600 AG8600.The geoid height was determined by GEOID99. AG8600 AG8600.The dynamic height is computed by dividing the NAVD 88 AG8600.geopotential number by the normal gravity value computed on the AG8600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8600.degrees latitude (g = 980.6199 gals.). AG8600 AG8600.The modeled gravity was interpolated from observed gravity values. AG8600 AG8600; North East Units Scale Converg. AG8600;SPC FL W - 372,836.521 160,317.551 MT 0.99996061 -0 11 13.3 AG8600;UTM 17 - 3,064,563.181 361,728.330 MT 0.99983599 -0 39 07.0 AG8600 AG8600 SUPERSEDED SURVEY CONTROL AG8600 AG8600 NAD 83(1986)- 27 41 53.69777(N) 082 24 08.43689(W) AD( ) 2 AG8600 NGVD 29 - 17.87 (m) 58.6 (f) LEVELING 3 AG8600 AG8600.Superseded values are not recommended for survey control. AG8600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8600.See file dsdata.txt to determine how the superseded data were derived. AG8600 AG8600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6172864563(NAD 83) AG8600_MARKER: DD = SURVEY DISK AG8600_SETTING: 31 = CONCRETE WALKWAY AG8600_STAMPING: I 75 84 A 61 RM NO 1 AG8600_MARK LOGO: FLDT AG8600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG8600 AG8600 HISTORY - Date Condition Report By AG8600 HISTORY - 1984 MONUMENTED FLDT AG8600 HISTORY - 20030311 GOOD USPSQD AG8600 AG8600 STATION DESCRIPTION AG8600 AG8600'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8600'4.5 MI SE FROM RUSKIN. AG8600'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 674, AG8600'ABOUT 3.0 MILES EAST SOUTHEAST OF RUSKIN, GO SOUTHWEST ON INTERSTATE AG8600'ROUTE 75 FOR 1.5 MILES TO THE 24TH STREET OVERPASS AND THE MARK. IT AG8600'IS SET IN THE TOP OF THE WEST CONCRETE WALKWAY OF THE OVERPASS, 48.0 AG8600'FEET SOUTH OF THE EXPANSION JOINT IN THE CENTER OF THE WEST CONCRETE AG8600'GUARDRAIL, 22.0 FEET WEST OF THE CENTER OF 24TH STREET AND 0.5 FOOT AG8600'EAST OF THE WEST CONCRETE GUARDRAIL. AG8600 AG8600 STATION RECOVERY (2003) AG8600 AG8600'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AG8600'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG8607 *********************************************************************** AG8607 DESIGNATION - I75 84 A63 AG8607 PID - AG8607 AG8607 STATE/COUNTY- FL/HILLSBOROUGH AG8607 USGS QUAD - RUSKIN (1987) AG8607 AG8607 *CURRENT SURVEY CONTROL AG8607 ___________________________________________________________________ AG8607* NAD 83(1990)- 27 42 44.20666(N) 082 23 05.76472(W) ADJUSTED AG8607* NAVD 88 - 19.821 (meters) 65.03 (feet) ADJUSTED AG8607 ___________________________________________________________________ AG8607 LAPLACE CORR- -1.25 (seconds) DEFLEC99 AG8607 GEOID HEIGHT- -24.76 (meters) GEOID99 AG8607 DYNAMIC HT - 19.791 (meters) 64.93 (feet) COMP AG8607 MODELED GRAV- 979,156.3 (mgal) NAVD 88 AG8607 AG8607 HORZ ORDER - SECOND AG8607 VERT ORDER - SECOND CLASS II AG8607 AG8607.The horizontal coordinates were established by classical geodetic methods AG8607.and adjusted by the National Geodetic Survey in May 1991. AG8607 AG8607.The orthometric height was determined by differential leveling AG8607.and adjusted by the National Geodetic Survey in June 1991. AG8607 AG8607.The Laplace correction was computed from DEFLEC99 derived deflections. AG8607 AG8607.The geoid height was determined by GEOID99. AG8607 AG8607.The dynamic height is computed by dividing the NAVD 88 AG8607.geopotential number by the normal gravity value computed on the AG8607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8607.degrees latitude (g = 980.6199 gals.). AG8607 AG8607.The modeled gravity was interpolated from observed gravity values. AG8607 AG8607; North East Units Scale Converg. AG8607;SPC FL W - 374,385.814 162,039.089 MT 0.99995896 -0 10 44.4 AG8607;UTM 17 - 3,066,098.257 363,462.165 MT 0.99983011 -0 38 38.9 AG8607 AG8607|---------------------------------------------------------------------| AG8607| PID Reference Object Distance Geod. Az | AG8607| dddmmss.s | AG8607| AG8608 I75 84 A63 RM 1 11.738 METERS 08039 | AG8607| AG8609 I75 84 A63 RM 2 10.334 METERS 30747 | AG8607|---------------------------------------------------------------------| AG8607 AG8607 SUPERSEDED SURVEY CONTROL AG8607 AG8607 NAD 83(1986)- 27 42 44.20975(N) 082 23 05.77862(W) AD( ) 2 AG8607 NGVD 29 - 20.33 (m) 66.7 (f) LEVELING 3 AG8607 AG8607.Superseded values are not recommended for survey control. AG8607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8607.See file dsdata.txt to determine how the superseded data were derived. AG8607 AG8607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6346266098(NAD 83) AG8607_MARKER: DD = SURVEY DISK AG8607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8607_STAMPING: I 75 84 A 63 AG8607_MARK LOGO: FLDT AG8607_PROJECTION: RECESSED 15 CENTIMETERS AG8607_MAGNETIC: N = NO MAGNETIC MATERIAL AG8607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8607+STABILITY: SURFACE MOTION AG8607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8607+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2000 AG8607 AG8607 HISTORY - Date Condition Report By AG8607 HISTORY - 1984 MONUMENTED FLDT AG8607 HISTORY - 1984 GOOD FLDT AG8607 HISTORY - 1985 GOOD FL-057 AG8607 HISTORY - 20000928 GOOD FL-057 AG8607 HISTORY - 20030311 GOOD USPSQD AG8607 AG8607 STATION DESCRIPTION AG8607 AG8607'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 (CBM) AG8607'STATION IS LOCATED ABOUT 3-1/4 MILES SOUTHEAST OF RUSKIN, 9 MILES AG8607'NORTH NORTHEAST OF PARRISH AND 1-3/4 MILES WEST OF SUN CITY CENTER. AG8607' AG8607'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 674 AND U.S. AG8607'ROUTE 41, ABOUT 0.8 MILE SOUTH OF RUSKIN, GO EAST ON STATE ROAD 674 AG8607'FOR ABOUT 3.1 MILES TO THE INTERSECTION OF INTERSTATE ROUTE 75 AND THE AG8607'STATION. AG8607' AG8607'STATION MARK IS A FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS DISK, AG8607'STAMPED---I 75 84 A 63---, SET IN THE TOP OF A ROUND CONCRETE MONUMENT AG8607'THAT IS 5 INCHES BELOW THE GROUND. IT IS 39.0 FEET WEST OF THE SOUTH AG8607'END OF THE WEST CONCRETE GUARDRAIL OF INTERSTATE ROUTE 75 NORTHBOUND AG8607'BRIDGE, 33.5 FEET SOUTHEAST OF THE SOUTH END OF THE EAST CONCRETE AG8607'GUARDRAIL OF THE SOUTHBOUND BRIDGE AND 8.7 FEET SOUTH OF THE SOUTH AG8607'CONCRETE GUARDWALL BETWEEN THE NORTH AND SOUTHBOUND BRIDGES. AG8607' AG8607'REFERENCE MARK NUMBER 1 IS A FLORIDA, DEPARTMENT OF TRANSPORTATION AG8607'BRASS DISK, STAMPED---I 75 84 A 63 RM NO 1---, SET IN A DRILL HOLE IN AG8607'THE TOP OF THE SOUTHWEST CONCRETE DRAIN GUTTER FOR THE NORTHBOUND AG8607'BRIDGE. IT IS 9.7 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE AG8607'NORTHBOUND LANES, 1.8 FEET NORTHEAST OF THE NORTH WOOD SUPPORT POST OF AG8607'THE METAL GUARDRAIL AND 0.8 FOOT SOUTH OF THE SOUTH END OF THE WEST AG8607'CONCRETE GUARDRAIL OF THE NORTHBOUND BRIDGE. AG8607' AG8607'REFERENCE MARK NUMBER 2 IS A FLORIDA, DEPARTMENT OF TRANSPORTATION AG8607'BRASS DISK, STAMPED---I 75 84 A 63 RM NO 2---, SET IN A DRILL HOLE IN AG8607'THE TOP OF THE EAST CONCRETE GUARDRAIL OF THE SOUTHBOUND BRIDGE. IT AG8607'IS 12.4 FEET NORTHEAST OF THE SOUTH END OF EAST CONCRETE GUARDRAIL AND AG8607'11.7 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE SOUTHBOUND LANES. AG8607 AG8607 STATION RECOVERY (1984) AG8607 AG8607'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8607'3.0 MI ESE FROM RUSKIN. AG8607'MARK IS LOCATED AT THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE AG8607'ROAD 674, ABOUT 3.0 MILES EAST SOUTHEAST OF RUSKIN. IT IS IN THE AG8607'MEDIAN OF INTERSTATE ROUTE 75 ON THE SOUTH SIDE OF GUARDWALL BETWEEN AG8607'THE BRIDGES, 39.0 FEET WEST OF THE SOUTH END OF THE WEST CONCRETE AG8607'GUARDRAIL OF INTERSTATE ROUTE 75 NORTH BOUND BRIDGE, 33.5 FEET AG8607'SOUTHEAST OF THE SOUTH END OF THE EAST CONCRETE GUARDRAIL OF THE AG8607'SOUTHBOUND BRIDGE AND 8.7 FEET SOUTH OF THE SOUTH CONCRETE GUARDWALL AG8607'BETWEEN THE NORTH AND SOUTHBOUND BRIDGES. AG8607 AG8607 STATION RECOVERY (1985) AG8607 AG8607'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW) AG8607'THIS STATION RECOVERED IN GOOD CONDITION. AG8607' AG8607'STATION IS LOCATED ABOUT 17.8 MILES SOUTH SOUTHEAST OF THE AG8607'INTERSECTION OF INTERSTATES 4 AND 75 AND 3.8 MILES EAST SOUTHEAST OF AG8607'RUSKIN. AG8607' AG8607'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 674 AND U.S. AG8607'41, GO EAST ON STATE ROAD 674 FOR ABOUT 2.85 MILES TO AN I-75 AG8607'OVERPASS, STATION IS IN SOUTH CONCRETE ABUTMENT ON I-75. AG8607' AG8607'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---I75-84-A63---SET AG8607'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 6 INCHES AG8607'BELOW THE GROUND, LOCATED 69.2 FEET WEST OF THE CENTERLINE OF NORTH AG8607'BOUND LANES OF I75, 32.8 FEET EAST SOUTHEAST OF THE SOUTHWEST CORNER AG8607'OF CONCRETE RETAINING WALL, 39.2 FEET WEST SOUTHWEST OF A SOUTHEAST AG8607'CORNER OF CONCRETE RETAINING WALL, 9.0 FEET SOUTH OF EXPANISON AG8607'JOINT IN CENTER OF SOUTH RETAINING WALL. THERE IS NO UNDERGROUND AG8607'MARK, STATION IS A COUNTY TRAVERSE. AG8607 AG8607 STATION RECOVERY (2000) AG8607 AG8607'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG8607'THE MARK IS ABOUT 16.8 MI SOUTH OF TAMPA, 1.8 MI WEST OF SUN CITY AG8607'CENTER, IN SECTION 11, AG8607'TOWNSHIP 32 SOUTH, RANGE 19 EAST. AG8607' AG8607'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE AG8607'ROAD 674 (COLLEGE AG8607'AVENUE) IN RUSKIN, GO EAST ON STATE ROAD 674 (COLLEGE AVENUE) FOR 2.85 AG8607'MI TO THE AG8607'INTERSTATE 75 OVERPASS AND THE MARK ON THE RIGHT, SET IN THE TOP OF A AG8607'12-INCH ROUND AG8607'CONCRETE MONUMENT RECESSED 0.6 FT BELOW THE LEVEL OF THE GROUND. AG8607' AG8607'LOCATED 39.2 FT WEST SOUTHWEST OF THE SOUTHEAST CORNER OF THE WEST AG8607'CONCRETE AG8607'RETAINING WALL OF THE NORTHBOUND LANES OF INTERSTATE 75, 34.4 FT EAST AG8607'OF A NAIL AND HILLS AG8607'COUNTY DISK IN THE EAST EDGE OF THE PAVEMENT OF THE SOUTHBOUND LANES AG8607'OF INTERSTATE 75, AG8607'33.2 FT EAST SOUTHEAST OF THE SOUTHWEST CORNER OF THE EAST CONCRETE AG8607'RETAINING WALL OF AG8607'THE SOUTHBOUND LANES OF INTERSTATE 75 AND 8.5 FT SOUTH OF AN EXPANSION AG8607'JOINT IN THE AG8607'CENTER OF THE SOUTH RETAINING WALL BETWEEN THE SOUTHBOUND AND AG8607'NORTHBOUND LANES OF AG8607'INTERSTATE 75. AG8607' AG8607'THIS MARK WAS NOT LEVELED TO AT THIS TIME. AG8607' AG8607' AG8607' AG8607 AG8607 STATION RECOVERY (2003) AG8607 AG8607'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AG8607'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG8608 *********************************************************************** AG8608 DESIGNATION - I75 84 A63 RM 1 AG8608 PID - AG8608 AG8608 STATE/COUNTY- FL/HILLSBOROUGH AG8608 USGS QUAD - RUSKIN (1987) AG8608 AG8608 *CURRENT SURVEY CONTROL AG8608 ___________________________________________________________________ AG8608* NAD 83(1990)- 27 42 44.26860(N) 082 23 05.34195(W) ADJUSTED AG8608* NAVD 88 - 19.888 (meters) 65.25 (feet) ADJUSTED AG8608 ___________________________________________________________________ AG8608 LAPLACE CORR- -1.25 (seconds) DEFLEC99 AG8608 GEOID HEIGHT- -24.76 (meters) GEOID99 AG8608 DYNAMIC HT - 19.858 (meters) 65.15 (feet) COMP AG8608 MODELED GRAV- 979,156.3 (mgal) NAVD 88 AG8608 AG8608 HORZ ORDER - SECOND AG8608 VERT ORDER - SECOND CLASS II AG8608 AG8608.The horizontal coordinates were established by classical geodetic methods AG8608.and adjusted by the National Geodetic Survey in May 1991. AG8608 AG8608.The orthometric height was determined by differential leveling AG8608.and adjusted by the National Geodetic Survey in June 1991. AG8608 AG8608.The Laplace correction was computed from DEFLEC99 derived deflections. AG8608 AG8608.The geoid height was determined by GEOID99. AG8608 AG8608.The dynamic height is computed by dividing the NAVD 88 AG8608.geopotential number by the normal gravity value computed on the AG8608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8608.degrees latitude (g = 980.6199 gals.). AG8608 AG8608.The modeled gravity was interpolated from observed gravity values. AG8608 AG8608; North East Units Scale Converg. AG8608;SPC FL W - 374,387.685 162,050.676 MT 0.99995895 -0 10 44.2 AG8608;UTM 17 - 3,066,100.033 363,473.765 MT 0.99983007 -0 38 38.7 AG8608 AG8608 SUPERSEDED SURVEY CONTROL AG8608 AG8608 NAD 83(1986)- 27 42 44.27170(N) 082 23 05.35584(W) AD( ) 2 AG8608 NGVD 29 - 20.39 (m) 66.9 (f) LEVELING 3 AG8608 AG8608.Superseded values are not recommended for survey control. AG8608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8608.See file dsdata.txt to determine how the superseded data were derived. AG8608 AG8608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6347466100(NAD 83) AG8608_MARKER: DD = SURVEY DISK AG8608_SETTING: 31 = GUTTER AG8608_STAMPING: I 75 84 A 63 RM NO 1 AG8608_MARK LOGO: FLDT AG8608_MAGNETIC: N = NO MAGNETIC MATERIAL AG8608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG8608_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG8608+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2000 AG8608 AG8608 HISTORY - Date Condition Report By AG8608 HISTORY - 1984 MONUMENTED FLDT AG8608 HISTORY - 20000928 GOOD FL-057 AG8608 HISTORY - 20030311 GOOD USPSQD AG8608 AG8608 STATION DESCRIPTION AG8608 AG8608'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8608'3.0 MI ESE FROM RUSKIN. AG8608'MARK IS LOCATED AT THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE AG8608'ROAD 674, ABOUT 3.0 MILES EAST SOUTHEAST OF RUSKIN. IT IS SET IN THE AG8608'TOP OF THE SOUTHWEST CONCRETE DRAIN GUTTER FOR THE NORTHBOUND BRIDGE, AG8608'9.7 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE NORTHBOUND LANES, 1.8 AG8608'FEET NORTHEAST OF THE NORTH WOOD SUPPORT POST OF THE METAL GUARDRAIL AG8608'AND 0.8 FOOT SOUTH OF THE SOUTH END OF THE WEST CONCRETE GUARDRAIL OF AG8608'THE NORTHBOUND BRIDGE. AG8608 AG8608 STATION RECOVERY (2000) AG8608 AG8608'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA) AG8608'THE MARK IS ABOUT 16.8 MI SOUTH OF TAMPA, 1.8 MI WEST OF SUN CITY AG8608'CENTER, IN SECTION 11, AG8608'TOWNSHIP 32 SOUTH, RANGE 19 EAST. AG8608' AG8608'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE AG8608'ROAD 674 (COLLEGE AG8608'AVENUE) IN RUSKIN, GO EAST ON STATE ROAD 674 (COLLEGE AVENUE) FOR 2.85 AG8608'MI TO THE AG8608'INTERSTATE 75 OVERPASS AND THE MAKE ON THE RIGHT, SET IN THE TOP OF AG8608'THE SOUTHWEST AG8608'CONCRETE DRAIN GUTTER FOR THE NORTHBOUND LANES OF INTERSTATE 75. AG8608' AG8608'LOCATED 9.7 FT NORTHWEST OF A NAIL AND HILLS COUNTY DISK IN THE WEST AG8608'EDGE OF THE AG8608'PAVEMENT OF THE NORTHBOUND LANES OF INTERSTATE 75, 1.8 FT NORTHEAST OF AG8608'THE NORTH AG8608'WOOD SUPPORT POST FOR THE METAL GUARDRAIL AND 0.8 FT SOUTH OF THE AG8608'SOUTH END OF THE AG8608'WEST CONCRETE RETAINING WALL FOR THE NORTHBOUND LANES. AG8608' AG8608'THIS MARK WAS NOT LEVELED TO AT THIS TIME. AG8608' AG8608' AG8608' AG8608 AG8608 STATION RECOVERY (2003) AG8608 AG8608'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AG8608'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG8582 *********************************************************************** AG8582 DESIGNATION - I75 A 25 AG8582 PID - AG8582 AG8582 STATE/COUNTY- FL/HILLSBOROUGH AG8582 USGS QUAD - RUSKIN (1987) AG8582 AG8582 *CURRENT SURVEY CONTROL AG8582 ___________________________________________________________________ AG8582* NAD 83(1986)- 27 39 46. (N) 082 25 57. (W) SCALED AG8582* NAVD 88 - 9.181 (meters) 30.12 (feet) ADJUSTED AG8582 ___________________________________________________________________ AG8582 GEOID HEIGHT- -24.66 (meters) GEOID99 AG8582 DYNAMIC HT - 9.168 (meters) 30.08 (feet) COMP AG8582 MODELED GRAV- 979,152.6 (mgal) NAVD 88 AG8582 AG8582 VERT ORDER - SECOND CLASS II AG8582 AG8582.The horizontal coordinates were scaled from a topographic map and have AG8582.an estimated accuracy of +/- 6 seconds. AG8582 AG8582.The orthometric height was determined by differential leveling AG8582.and adjusted by the National Geodetic Survey in June 1991. AG8582 AG8582.The geoid height was determined by GEOID99. AG8582 AG8582.The dynamic height is computed by dividing the NAVD 88 AG8582.geopotential number by the normal gravity value computed on the AG8582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8582.degrees latitude (g = 980.6199 gals.). AG8582 AG8582.The modeled gravity was interpolated from observed gravity values. AG8582 AG8582; North East Units Estimated Accuracy AG8582;SPC FL W - 368,920. 157,330. MT (+/- 180 meters Scaled) AG8582 AG8582 SUPERSEDED SURVEY CONTROL AG8582 AG8582.No superseded survey control is available for this station. AG8582 AG8582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL587606(NAD 83) AG8582_MARKER: DD = SURVEY DISK AG8582_SETTING: 31 = CONCRETE GUARDRAIL AG8582_STAMPING: BM I 75 A 25 AG8582_MARK LOGO: FLDT AG8582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG8582 AG8582 HISTORY - Date Condition Report By AG8582 HISTORY - 1984 MONUMENTED FLDT AG8582 HISTORY - 20030311 GOOD USPSQD AG8582 AG8582 STATION DESCRIPTION AG8582 AG8582'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8582'7.55 MI SOUTH FROM RUSKIN. AG8582'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 674, AG8582'ABOUT 3.0 MILES EAST SOUTHEAST OF RUSKIN, GO SOUTHWEST ON INTERSTATE AG8582'ROUTE 75 FOR 4.55 MILES TO THE SOUTH END OF THE INTERSTATE ROUTE 75 AG8582'BRIDGES OVER LITTLE MANATEE RIVER AND THE MARK. IT IS SET IN THE TOP AG8582'OF THE WEST CONCRETE GUARDRAIL OF THE SOUTHBOUND BRIDGE, 11.1 FEET AG8582'WEST OF THE WEST EDGE OF THE SOUTHBOUND LANES, 6.3 FEET NORTH OF THE AG8582'SOUTH END OF THE CONCRETE GUARDRAIL AND 1.3 FEET SOUTH OF A EXPANSION AG8582'JOINT. AG8582 AG8582 STATION RECOVERY (2003) AG8582 AG8582'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AG8582'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG8583 *********************************************************************** AG8583 DESIGNATION - I75 B 25 AG8583 PID - AG8583 AG8583 STATE/COUNTY- FL/HILLSBOROUGH AG8583 USGS QUAD - RUSKIN (1987) AG8583 AG8583 *CURRENT SURVEY CONTROL AG8583 ___________________________________________________________________ AG8583* NAD 83(1986)- 27 40 07. (N) 082 25 51. (W) SCALED AG8583* NAVD 88 - 9.172 (meters) 30.09 (feet) ADJUSTED AG8583 ___________________________________________________________________ AG8583 GEOID HEIGHT- -24.67 (meters) GEOID99 AG8583 DYNAMIC HT - 9.158 (meters) 30.05 (feet) COMP AG8583 MODELED GRAV- 979,153.2 (mgal) NAVD 88 AG8583 AG8583 VERT ORDER - SECOND CLASS II AG8583 AG8583.The horizontal coordinates were scaled from a topographic map and have AG8583.an estimated accuracy of +/- 6 seconds. AG8583 AG8583.The orthometric height was determined by differential leveling AG8583.and adjusted by the National Geodetic Survey in June 1991. AG8583 AG8583.The geoid height was determined by GEOID99. AG8583 AG8583.The dynamic height is computed by dividing the NAVD 88 AG8583.geopotential number by the normal gravity value computed on the AG8583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8583.degrees latitude (g = 980.6199 gals.). AG8583 AG8583.The modeled gravity was interpolated from observed gravity values. AG8583 AG8583; North East Units Estimated Accuracy AG8583;SPC FL W - 369,560. 157,500. MT (+/- 180 meters Scaled) AG8583 AG8583 SUPERSEDED SURVEY CONTROL AG8583 AG8583.No superseded survey control is available for this station. AG8583 AG8583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL588613(NAD 83) AG8583_MARKER: DD = SURVEY DISK AG8583_SETTING: 31 = CONCRETE GUARDRAIL AG8583_STAMPING: BM I 75 B 25 AG8583_MARK LOGO: FLDT AG8583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG8583 AG8583 HISTORY - Date Condition Report By AG8583 HISTORY - 1984 MONUMENTED FLDT AG8583 HISTORY - 20030311 GOOD USPSQD AG8583 AG8583 STATION DESCRIPTION AG8583 AG8583'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8583'7.3 MI SOUTH FROM RUSKIN. AG8583'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 674, AG8583'ABOUT 3.0 MILES EAST SOUTHEAST OF RUSKIN, GO SOUTHWEST ON INTERSTATE AG8583'ROUTE 75 FOR 4.3 MILES TO THE NORTH END OF THE INTERSTATE ROUTE 75 AG8583'BRIDGES OVER LITTLE MANATEE RIVER AND THE MARK. IT IS SET IN THE TOP AG8583'OF THE WEST CONCRETE GUARDRAIL OF THE SOUTHBOUND BRIDGE, 11.0 FEET AG8583'WEST OF THE WEST EDGE OF THE SOUTHBOUND LANES, 8.2 FEET SOUTHWEST OF AG8583'THE NORTHEAST END OF THE CONCRETE GUARDRAIL AND 1.2 FEET NORTHEAST OF AG8583'A EXPANSION JOINT. AG8583 AG8583 STATION RECOVERY (2003) AG8583 AG8583'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AG8583'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG8597 *********************************************************************** AG8597 DESIGNATION - I75 D 25 AG8597 PID - AG8597 AG8597 STATE/COUNTY- FL/HILLSBOROUGH AG8597 USGS QUAD - RUSKIN (1987) AG8597 AG8597 *CURRENT SURVEY CONTROL AG8597 ___________________________________________________________________ AG8597* NAD 83(1986)- 27 41 41. (N) 082 24 36. (W) SCALED AG8597* NAVD 88 - 15.229 (meters) 49.96 (feet) ADJUSTED AG8597 ___________________________________________________________________ AG8597 GEOID HEIGHT- -24.72 (meters) GEOID99 AG8597 DYNAMIC HT - 15.206 (meters) 49.89 (feet) COMP AG8597 MODELED GRAV- 979,155.3 (mgal) NAVD 88 AG8597 AG8597 VERT ORDER - SECOND CLASS II AG8597 AG8597.The horizontal coordinates were scaled from a topographic map and have AG8597.an estimated accuracy of +/- 6 seconds. AG8597 AG8597.The orthometric height was determined by differential leveling AG8597.and adjusted by the National Geodetic Survey in June 1991. AG8597 AG8597.The geoid height was determined by GEOID99. AG8597 AG8597.The dynamic height is computed by dividing the NAVD 88 AG8597.geopotential number by the normal gravity value computed on the AG8597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8597.degrees latitude (g = 980.6199 gals.). AG8597 AG8597.The modeled gravity was interpolated from observed gravity values. AG8597 AG8597; North East Units Estimated Accuracy AG8597;SPC FL W - 372,450. 159,560. MT (+/- 180 meters Scaled) AG8597 AG8597 SUPERSEDED SURVEY CONTROL AG8597 AG8597.No superseded survey control is available for this station. AG8597 AG8597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL609641(NAD 83) AG8597_MARKER: DD = SURVEY DISK AG8597_SETTING: 31 = CONCRETE GUARDRAIL AG8597_STAMPING: BM I 75 D 25 AG8597_MARK LOGO: FLDT AG8597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG8597 AG8597 HISTORY - Date Condition Report By AG8597 HISTORY - 1984 MONUMENTED FLDT AG8597 HISTORY - 20030311 GOOD USPSQD AG8597 AG8597 STATION DESCRIPTION AG8597 AG8597'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8597'5.0 MI SE FROM RUSKIN. AG8597'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 674, AG8597'ABOUT 3.0 MILES EAST SOUTHEAST OF RUSKIN, GO SOUTHWEST ON INTERSTATE AG8597'ROUTE 75 FOR 2.0 MILES TO THE 21ST AVENUE OVERPASS AND THE MARK. IT AG8597'IS SET IN THE TOP OF THE NORTH GUARDRAIL OF THE OVERPASS, 30 FEET AG8597'EAST OF A JOINT IN THE GUARDRAIL, 23 FEET NORTH OF THE CENTER OF AG8597'HIGHWAY AND 1.2 FEET WEST OF THE EAST END OF THE NORTH GUARDRAIL. AG8597 AG8597 STATION RECOVERY (2003) AG8597 AG8597'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AG8597'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG8599 *********************************************************************** AG8599 DESIGNATION - I75 F 25 AG8599 PID - AG8599 AG8599 STATE/COUNTY- FL/HILLSBOROUGH AG8599 USGS QUAD - RUSKIN (1987) AG8599 AG8599 *CURRENT SURVEY CONTROL AG8599 ___________________________________________________________________ AG8599* NAD 83(1986)- 27 41 54. (N) 082 24 08. (W) SCALED AG8599* NAVD 88 - 17.952 (meters) 58.90 (feet) ADJUSTED AG8599 ___________________________________________________________________ AG8599 GEOID HEIGHT- -24.73 (meters) GEOID99 AG8599 DYNAMIC HT - 17.925 (meters) 58.81 (feet) COMP AG8599 MODELED GRAV- 979,155.4 (mgal) NAVD 88 AG8599 AG8599 VERT ORDER - SECOND CLASS II AG8599 AG8599.The horizontal coordinates were scaled from a topographic map and have AG8599.an estimated accuracy of +/- 6 seconds. AG8599 AG8599.The orthometric height was determined by differential leveling AG8599.and adjusted by the National Geodetic Survey in June 1991. AG8599 AG8599.The geoid height was determined by GEOID99. AG8599 AG8599.The dynamic height is computed by dividing the NAVD 88 AG8599.geopotential number by the normal gravity value computed on the AG8599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8599.degrees latitude (g = 980.6199 gals.). AG8599 AG8599.The modeled gravity was interpolated from observed gravity values. AG8599 AG8599; North East Units Estimated Accuracy AG8599;SPC FL W - 372,850. 160,330. MT (+/- 180 meters Scaled) AG8599 AG8599 SUPERSEDED SURVEY CONTROL AG8599 AG8599.No superseded survey control is available for this station. AG8599 AG8599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL617645(NAD 83) AG8599_MARKER: DD = SURVEY DISK AG8599_SETTING: 31 = CONCRETE GUARDRAIL AG8599_STAMPING: BM I 75 F 25 AG8599_MARK LOGO: FLDT AG8599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG8599 AG8599 HISTORY - Date Condition Report By AG8599 HISTORY - 1984 MONUMENTED FLDT AG8599 HISTORY - 20030311 GOOD USPSQD AG8599 AG8599 STATION DESCRIPTION AG8599 AG8599'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8599'4.5 MI SE FROM RUSKIN. AG8599'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 674, AG8599'ABOUT 3.0 MILES EAST SOUTHEAST OF RUSKIN, GO SOUTHWEST ON INTERSTATE AG8599'ROUTE 75 FOR 1.5 MILES TO THE 24TH STREET OVERPASS AND THE MARK. IT AG8599'IS SET IN THE TOP OF THE EAST GUARDRAIL, 22.8 FEET EAST OF THE CENTER AG8599'OF 24TH STREET, 11.0 FEET SOUTH OF A JOINT IN THE GUARDRAIL AND 1.2 AG8599'FEET NORTH OF THE SOUTH END OF THE GUARDRAIL. AG8599 AG8599 STATION RECOVERY (2003) AG8599 AG8599'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AG8599'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG8603 *********************************************************************** AG8603 DESIGNATION - I75 G 25 AG8603 PID - AG8603 AG8603 STATE/COUNTY- FL/HILLSBOROUGH AG8603 USGS QUAD - RUSKIN (1987) AG8603 AG8603 *CURRENT SURVEY CONTROL AG8603 ___________________________________________________________________ AG8603* NAD 83(1986)- 27 41 54. (N) 082 24 08. (W) SCALED AG8603* NAVD 88 - 17.964 (meters) 58.94 (feet) ADJUSTED AG8603 ___________________________________________________________________ AG8603 GEOID HEIGHT- -24.73 (meters) GEOID99 AG8603 DYNAMIC HT - 17.937 (meters) 58.85 (feet) COMP AG8603 MODELED GRAV- 979,155.4 (mgal) NAVD 88 AG8603 AG8603 VERT ORDER - SECOND CLASS II AG8603 AG8603.The horizontal coordinates were scaled from a topographic map and have AG8603.an estimated accuracy of +/- 6 seconds. AG8603 AG8603.The orthometric height was determined by differential leveling AG8603.and adjusted by the National Geodetic Survey in June 1991. AG8603 AG8603.The geoid height was determined by GEOID99. AG8603 AG8603.The dynamic height is computed by dividing the NAVD 88 AG8603.geopotential number by the normal gravity value computed on the AG8603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8603.degrees latitude (g = 980.6199 gals.). AG8603 AG8603.The modeled gravity was interpolated from observed gravity values. AG8603 AG8603; North East Units Estimated Accuracy AG8603;SPC FL W - 372,850. 160,330. MT (+/- 180 meters Scaled) AG8603 AG8603 SUPERSEDED SURVEY CONTROL AG8603 AG8603.No superseded survey control is available for this station. AG8603 AG8603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL617645(NAD 83) AG8603_MARKER: DD = SURVEY DISK AG8603_SETTING: 31 = CONCRETE GUARDRAIL AG8603_STAMPING: BM I 75 G 25 AG8603_MARK LOGO: FLDT AG8603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG8603 AG8603 HISTORY - Date Condition Report By AG8603 HISTORY - 1984 MONUMENTED FLDT AG8603 HISTORY - 20030311 GOOD USPSQD AG8603 AG8603 STATION DESCRIPTION AG8603 AG8603'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8603'4.5 MI SE FROM RUSKIN. AG8603'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 674, AG8603'ABOUT 3.0 MILES EAST SOUTHEAST OF RUSKIN, GO SOUTHWEST ON INTERSTATE AG8603'ROUTE 75 FOR 1.5 MILES TO THE 24TH STREET OVERPASS AND THE MARK. IT AG8603'IS SET IN THE TOP OF THE WEST GUARDRAIL OF THE OVERPASS, 23.5 FEET AG8603'WEST OF THE CENTER OF 24TH STREET, 10.6 FEET NORTH OF THE EXPANSION AG8603'JOINT AND 1.4 FEET SOUTH OF THE NORTH END OF THE WEST GUARDRAIL. AG8603 AG8603 STATION RECOVERY (2003) AG8603 AG8603'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AG8603'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG8610 *********************************************************************** AG8610 DESIGNATION - I75 H 25 AG8610 PID - AG8610 AG8610 STATE/COUNTY- FL/HILLSBOROUGH AG8610 USGS QUAD - RUSKIN (1987) AG8610 AG8610 *CURRENT SURVEY CONTROL AG8610 ___________________________________________________________________ AG8610* NAD 83(1986)- 27 42 44. (N) 082 23 05. (W) SCALED AG8610* NAVD 88 - 21.283 (meters) 69.83 (feet) ADJUSTED AG8610 ___________________________________________________________________ AG8610 GEOID HEIGHT- -24.76 (meters) GEOID99 AG8610 DYNAMIC HT - 21.251 (meters) 69.72 (feet) COMP AG8610 MODELED GRAV- 979,156.3 (mgal) NAVD 88 AG8610 AG8610 VERT ORDER - SECOND CLASS II AG8610 AG8610.The horizontal coordinates were scaled from a topographic map and have AG8610.an estimated accuracy of +/- 6 seconds. AG8610 AG8610.The orthometric height was determined by differential leveling AG8610.and adjusted by the National Geodetic Survey in June 1991. AG8610 AG8610.The geoid height was determined by GEOID99. AG8610 AG8610.The dynamic height is computed by dividing the NAVD 88 AG8610.geopotential number by the normal gravity value computed on the AG8610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8610.degrees latitude (g = 980.6199 gals.). AG8610 AG8610.The modeled gravity was interpolated from observed gravity values. AG8610 AG8610; North East Units Estimated Accuracy AG8610;SPC FL W - 374,380. 162,060. MT (+/- 180 meters Scaled) AG8610 AG8610 SUPERSEDED SURVEY CONTROL AG8610 AG8610.No superseded survey control is available for this station. AG8610 AG8610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL634660(NAD 83) AG8610_MARKER: DD = SURVEY DISK AG8610_SETTING: 31 = CONCRETE GUARDRAIL AG8610_STAMPING: BM I 75 H 25 AG8610_MARK LOGO: FLDT AG8610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG8610 AG8610 HISTORY - Date Condition Report By AG8610 HISTORY - 1984 MONUMENTED FLDT AG8610 HISTORY - 20030311 GOOD USPSQD AG8610 AG8610 STATION DESCRIPTION AG8610 AG8610'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8610'3.0 MI ESE FROM RUSKIN. AG8610'MARK IS LOCATED AT THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE AG8610'ROAD 674, ABOUT 3.0 MILES EAST SOUTHEAST OF RUSKIN. IT IS SET IN THE AG8610'TOP OF THE EAST CONCRETE GUARDRAIL OF THE NORTHBOUND BRIDGE, 11.6 AG8610'FEET NORTH OF THE SOUTH END OF THE CONCRETE GUARDRAIL, 7.7 FEET EAST AG8610'OF THE EAST EDGE OF THE NORTHBOUND LANES AND 0.8 FOOT SOUTH OF THE AG8610'EXPANSION JOINT. AG8610 AG8610 STATION RECOVERY (2003) AG8610 AG8610'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AG8610'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG8611 *********************************************************************** AG8611 DESIGNATION - I75 J 25 AG8611 PID - AG8611 AG8611 STATE/COUNTY- FL/HILLSBOROUGH AG8611 USGS QUAD - RUSKIN (1987) AG8611 AG8611 *CURRENT SURVEY CONTROL AG8611 ___________________________________________________________________ AG8611* NAD 83(1986)- 27 42 44. (N) 082 23 05. (W) SCALED AG8611* NAVD 88 - 20.679 (meters) 67.84 (feet) ADJUSTED AG8611 ___________________________________________________________________ AG8611 GEOID HEIGHT- -24.76 (meters) GEOID99 AG8611 DYNAMIC HT - 20.648 (meters) 67.74 (feet) COMP AG8611 MODELED GRAV- 979,156.3 (mgal) NAVD 88 AG8611 AG8611 VERT ORDER - SECOND CLASS II AG8611 AG8611.The horizontal coordinates were scaled from a topographic map and have AG8611.an estimated accuracy of +/- 6 seconds. AG8611 AG8611.The orthometric height was determined by differential leveling AG8611.and adjusted by the National Geodetic Survey in June 1991. AG8611 AG8611.The geoid height was determined by GEOID99. AG8611 AG8611.The dynamic height is computed by dividing the NAVD 88 AG8611.geopotential number by the normal gravity value computed on the AG8611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8611.degrees latitude (g = 980.6199 gals.). AG8611 AG8611.The modeled gravity was interpolated from observed gravity values. AG8611 AG8611; North East Units Estimated Accuracy AG8611;SPC FL W - 374,380. 162,060. MT (+/- 180 meters Scaled) AG8611 AG8611 SUPERSEDED SURVEY CONTROL AG8611 AG8611.No superseded survey control is available for this station. AG8611 AG8611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL634660(NAD 83) AG8611_MARKER: DD = SURVEY DISK AG8611_SETTING: 31 = CONCRETE GUARDRAIL AG8611_STAMPING: BM I 75 J 25 AG8611_MARK LOGO: FLDT AG8611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG8611 AG8611 HISTORY - Date Condition Report By AG8611 HISTORY - 1984 MONUMENTED FLDT AG8611 HISTORY - 20030311 GOOD USPSQD AG8611 AG8611 STATION DESCRIPTION AG8611 AG8611'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8611'3.0 MI ESE FROM RUSKIN. AG8611'MARK IS LOCATED AT THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE AG8611'ROAD 674, ABOUT 3.0 MILES EAST SOUTHEAST OF RUSKIN. IT IS SET IN THE AG8611'TOP OF THE WEST CONCRETE GUARDRAIL OF THE NORTHBOUND BRIDGE, 14.6 AG8611'FEET SOUTH OF THE NORTH END OF THE GUARDRAIL, 9.9 FEET WEST OF THE AG8611'WEST EDGE OF NORTHBOUND LANES AND 1.0 FOOT NORTH OF THE EXPANSION AG8611'JOINT. AG8611 AG8611 STATION RECOVERY (2003) AG8611 AG8611'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AG8611'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG8612 *********************************************************************** AG8612 DESIGNATION - I75 K 25 AG8612 PID - AG8612 AG8612 STATE/COUNTY- FL/HILLSBOROUGH AG8612 USGS QUAD - RUSKIN (1987) AG8612 AG8612 *CURRENT SURVEY CONTROL AG8612 ___________________________________________________________________ AG8612* NAD 83(1986)- 27 42 44. (N) 082 23 05. (W) SCALED AG8612* NAVD 88 - 20.329 (meters) 66.70 (feet) ADJUSTED AG8612 ___________________________________________________________________ AG8612 GEOID HEIGHT- -24.76 (meters) GEOID99 AG8612 DYNAMIC HT - 20.299 (meters) 66.60 (feet) COMP AG8612 MODELED GRAV- 979,156.3 (mgal) NAVD 88 AG8612 AG8612 VERT ORDER - SECOND CLASS II AG8612 AG8612.The horizontal coordinates were scaled from a topographic map and have AG8612.an estimated accuracy of +/- 6 seconds. AG8612 AG8612.The orthometric height was determined by differential leveling AG8612.and adjusted by the National Geodetic Survey in June 1991. AG8612 AG8612.The geoid height was determined by GEOID99. AG8612 AG8612.The dynamic height is computed by dividing the NAVD 88 AG8612.geopotential number by the normal gravity value computed on the AG8612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8612.degrees latitude (g = 980.6199 gals.). AG8612 AG8612.The modeled gravity was interpolated from observed gravity values. AG8612 AG8612; North East Units Estimated Accuracy AG8612;SPC FL W - 374,380. 162,060. MT (+/- 180 meters Scaled) AG8612 AG8612 SUPERSEDED SURVEY CONTROL AG8612 AG8612.No superseded survey control is available for this station. AG8612 AG8612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL634660(NAD 83) AG8612_MARKER: DD = SURVEY DISK AG8612_SETTING: 31 = CONCRETE GUARDRAIL AG8612_STAMPING: BM I 75 K 25 AG8612_MARK LOGO: FLDT AG8612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG8612 AG8612 HISTORY - Date Condition Report By AG8612 HISTORY - 1984 MONUMENTED FLDT AG8612 HISTORY - 20030311 GOOD USPSQD AG8612 AG8612 STATION DESCRIPTION AG8612 AG8612'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8612'3.0 MI ESE FROM RUSKIN. AG8612'MARK IS LOCATED AT THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE AG8612'ROAD 674, ABOUT 3.0 MILES EAST SOUTHEAST OF RUSKIN. IT IS SET IN THE AG8612'TOP OF THE WEST CONCRETE GUARDRAIL OF THE SOUTHBOUND BRIDGE, 16.3 AG8612'FEET SOUTH OF THE NORTH END OF THE GUARDRAIL, 6.0 FEET WEST OF THE AG8612'WEST EDGE OF THE EXIT LANE AND 1.0 FOOT NORTH OF EXPANSION JOINT. AG8612 AG8612 STATION RECOVERY (2003) AG8612 AG8612'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AG8612'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG8579 *********************************************************************** AG8579 DESIGNATION - I75 Y 24 AG8579 PID - AG8579 AG8579 STATE/COUNTY- FL/HILLSBOROUGH AG8579 USGS QUAD - RUSKIN (1987) AG8579 AG8579 *CURRENT SURVEY CONTROL AG8579 ___________________________________________________________________ AG8579* NAD 83(1986)- 27 39 27. (N) 082 26 13. (W) SCALED AG8579* NAVD 88 - 15.740 (meters) 51.64 (feet) ADJUSTED AG8579 ___________________________________________________________________ AG8579 GEOID HEIGHT- -24.65 (meters) GEOID99 AG8579 DYNAMIC HT - 15.716 (meters) 51.56 (feet) COMP AG8579 MODELED GRAV- 979,152.2 (mgal) NAVD 88 AG8579 AG8579 VERT ORDER - SECOND CLASS II AG8579 AG8579.The horizontal coordinates were scaled from a topographic map and have AG8579.an estimated accuracy of +/- 6 seconds. AG8579 AG8579.The orthometric height was determined by differential leveling AG8579.and adjusted by the National Geodetic Survey in June 1991. AG8579 AG8579.The geoid height was determined by GEOID99. AG8579 AG8579.The dynamic height is computed by dividing the NAVD 88 AG8579.geopotential number by the normal gravity value computed on the AG8579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8579.degrees latitude (g = 980.6199 gals.). AG8579 AG8579.The modeled gravity was interpolated from observed gravity values. AG8579 AG8579; North East Units Estimated Accuracy AG8579;SPC FL W - 368,330. 156,890. MT (+/- 180 meters Scaled) AG8579 AG8579 SUPERSEDED SURVEY CONTROL AG8579 AG8579.No superseded survey control is available for this station. AG8579 AG8579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL582600(NAD 83) AG8579_MARKER: DD = SURVEY DISK AG8579_SETTING: 31 = CONCRETE GUARDRAIL AG8579_STAMPING: BM I 75 Y 24 AG8579_MARK LOGO: FLDT AG8579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG8579 AG8579 HISTORY - Date Condition Report By AG8579 HISTORY - 1984 MONUMENTED FLDT AG8579 HISTORY - 20030311 GOOD USPSQD AG8579 AG8579 STATION DESCRIPTION AG8579 AG8579'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8579'8.15 MI SOUTH FROM RUSKIN. AG8579'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 674, AG8579'ABOUT 3.0 MILES EAST SOUTHEAST OF RUSKIN, GO SOUTHWEST ON INTERSTATE AG8579'ROUTE 75 FOR 4.3 MILES TO THE INTERSTATE ROUTE 75 BRIDGES OVER THE AG8579'LITTLE MANATEE RIVER, CONTINUE SOUTHWEST ON INTERSTATE ROUTE 75 FOR AG8579'0.85 MILE TO AN OVERPASS AND THE MARK. IT IS SET IN THE TOP OF THE AG8579'SOUTH CONCRETE GUARDRAIL OF THE BRIDGE, 11.0 FEET SOUTH OF THE SOUTH AG8579'EDGE OF THE EASTBOUND LANE, 10.7 FEET EAST OF THE WEST END OF THE AG8579'CONCRETE GUARDRAIL AND 1.1 FEET WEST OF A EXPANSION JOINT. AG8579 AG8579 STATION RECOVERY (2003) AG8579 AG8579'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AG8579'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG8581 *********************************************************************** AG8581 DESIGNATION - I75 Z 24 AG8581 PID - AG8581 AG8581 STATE/COUNTY- FL/HILLSBOROUGH AG8581 USGS QUAD - RUSKIN (1987) AG8581 AG8581 *CURRENT SURVEY CONTROL AG8581 ___________________________________________________________________ AG8581* NAD 83(1986)- 27 39 46. (N) 082 25 57. (W) SCALED AG8581* NAVD 88 - 9.177 (meters) 30.11 (feet) ADJUSTED AG8581 ___________________________________________________________________ AG8581 GEOID HEIGHT- -24.66 (meters) GEOID99 AG8581 DYNAMIC HT - 9.163 (meters) 30.06 (feet) COMP AG8581 MODELED GRAV- 979,152.6 (mgal) NAVD 88 AG8581 AG8581 VERT ORDER - SECOND CLASS II AG8581 AG8581.The horizontal coordinates were scaled from a topographic map and have AG8581.an estimated accuracy of +/- 6 seconds. AG8581 AG8581.The orthometric height was determined by differential leveling AG8581.and adjusted by the National Geodetic Survey in June 1991. AG8581 AG8581.The geoid height was determined by GEOID99. AG8581 AG8581.The dynamic height is computed by dividing the NAVD 88 AG8581.geopotential number by the normal gravity value computed on the AG8581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8581.degrees latitude (g = 980.6199 gals.). AG8581 AG8581.The modeled gravity was interpolated from observed gravity values. AG8581 AG8581; North East Units Estimated Accuracy AG8581;SPC FL W - 368,920. 157,330. MT (+/- 180 meters Scaled) AG8581 AG8581 SUPERSEDED SURVEY CONTROL AG8581 AG8581.No superseded survey control is available for this station. AG8581 AG8581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL587606(NAD 83) AG8581_MARKER: DD = SURVEY DISK AG8581_SETTING: 31 = CONCRETE GUARDRAIL AG8581_STAMPING: BM I 75 Z 24 AG8581_MARK LOGO: FLDT AG8581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG8581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8581+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 AG8581 AG8581 HISTORY - Date Condition Report By AG8581 HISTORY - 1984 MONUMENTED FLDT AG8581 HISTORY - 20030310 GOOD USPSQD AG8581 HISTORY - 20030311 GOOD USPSQD AG8581 AG8581 STATION DESCRIPTION AG8581 AG8581'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8581'7.55 MI SOUTH FROM RUSKIN. AG8581'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 674, AG8581'ABOUT 3.0 MILES EAST SOUTHEAST OF RUSKIN, GO SOUTHWEST ON INTERSTATE AG8581'ROUTE 75 FOR 4.55 MILES TO THE SOUTH END OF THE INTERSTATE ROUTE 75 AG8581'BRIDGES OVER LITTLE MANATEE RIVER AND THE MARK. IT IS SET IN THE TOP AG8581'OF THE EAST CONCRETE GUARDRAIL OF THE NORTHBOUND BRIDGE, 11.8 FEET AG8581'EAST OF THE EAST EDGE OF THE NORTHBOUND LANES, 6.1 FEET NORTH OF THE AG8581'SOUTH END OF THE CONCRETE GUARDRAIL AND 1.9 FEET SOUTH OF EXPANSION AG8581'JOINT. AG8581 AG8581 STATION RECOVERY (2003) AG8581 AG8581'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS) AG8581'RECOVERED IN GOOD CONDITION. AG8581 AG8581 STATION RECOVERY (2003) AG8581 AG8581'RECOVERY NOTE BY US POWER SQUADRON 2003 (DB) AG8581'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG6068 *********************************************************************** AG6068 DESIGNATION - J 261 RESET 1973 AG6068 PID - AG6068 AG6068 STATE/COUNTY- FL/HILLSBOROUGH AG6068 USGS QUAD - TAMPA (1995) AG6068 AG6068 *CURRENT SURVEY CONTROL AG6068 ___________________________________________________________________ AG6068* NAD 83(1986)- 27 56 14. (N) 082 26 03. (W) SCALED AG6068* NAVD 88 - 1.39 (meters) 4.6 (feet) RESET AG6068 ___________________________________________________________________ AG6068 GEOID HEIGHT- -24.91 (meters) GEOID99 AG6068 AG6068 VERT ORDER - THIRD AG6068 AG6068.The horizontal coordinates were scaled from a topographic map and have AG6068.an estimated accuracy of +/- 6 seconds. AG6068 AG6068.The orthometric height was computed from unverified reset data. AG6068 AG6068.The geoid height was determined by GEOID99. AG6068 AG6068; North East Units Estimated Accuracy AG6068;SPC FL W - 399,330. 157,270. MT (+/- 180 meters Scaled) AG6068 AG6068 SUPERSEDED SURVEY CONTROL AG6068 AG6068.No superseded survey control is available for this station. AG6068 AG6068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL588910(NAD 83) AG6068_MARKER: DB = BENCH MARK DISK AG6068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6068_STAMPING: J 261 RESET 1973 AG6068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6068+STABILITY: SURFACE MOTION AG6068 AG6068 HISTORY - Date Condition Report By AG6068 HISTORY - 1973 MONUMENTED NGS AG6068 AG6068 STATION DESCRIPTION AG6068 AG6068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 AG6068'AT TAMPA. AG6068'AT TAMPA, ALONG U.S. HIGHWAY 41 (BUSINESS) AND 22ND STREET FROM AG6068'ITS JUNCTION WITH STATE HIGHWAY 676 IN THE SOUTHEAST SECTION AG6068'OF TAMPA, 138 FEET NORTHEAST OF THE JUNCTION OF 22ND STREET AG6068'AND MARITIME BOULEVARD, 76 PACES SOUTH OF THE CENTER OF EAST AG6068'HEMLOCK AVENUE, 73 PACES SOUTHWEST OF THE JUNCTION OF 22ND AG6068'STREET AND BERMUDA BOULEVARD, 76 FEET WEST OF THE CENTER OF AG6068'22ND STREET, 23 FEET EAST OF A POWER LINE POLE, 5.5 FEET SOUTH OF AG6068'A METAL WITNESS POST AND A DISK SET IN THE TOP OF A 12-INCH AG6068'CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH WITH THE GROUND AG6068'SURFACE. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL7868 *********************************************************************** AL7868 DESIGNATION - P 101 RESET AL7868 PID - AL7868 AL7868 STATE/COUNTY- FL/HILLSBOROUGH AL7868 USGS QUAD - CITRUS PARK (1987) AL7868 AL7868 *CURRENT SURVEY CONTROL AL7868 ___________________________________________________________________ AL7868* NAD 83(1986)- 28 03 30. (N) 082 32 03. (W) SCALED AL7868* NAVD 88 - 11.44 (meters) 37.5 (feet) RESET AL7868 ___________________________________________________________________ AL7868 GEOID HEIGHT- -25.03 (meters) GEOID99 AL7868 AL7868 VERT ORDER - THIRD AL7868 AL7868.The horizontal coordinates were scaled from a topographic map and have AL7868.an estimated accuracy of +/- 6 seconds. AL7868 AL7868.The orthometric height was computed from unverified reset data. AL7868.No vertical observational check was made to the station. AL7868 AL7868.The geoid height was determined by GEOID99. AL7868 AL7868; North East Units Estimated Accuracy AL7868;SPC FL W - 412,790. 147,490. MT (+/- 180 meters Scaled) AL7868 AL7868 SUPERSEDED SURVEY CONTROL AL7868 AL7868 NGVD 29 - 11.69 (m) 38.4 (f) RESET 3 AL7868 AL7868.Superseded values are not recommended for survey control. AL7868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7868.See file dsdata.txt to determine how the superseded data were derived. AL7868 AL7868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM492046(NAD 83) AL7868_MARKER: DB = BENCH MARK DISK AL7868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7868_STAMPING: P 101 RESET 1985 AL7868_MARK LOGO: NGS AL7868_PROJECTION: FLUSH AL7868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7868+STABILITY: SURFACE MOTION AL7868 AL7868 HISTORY - Date Condition Report By AL7868 HISTORY - 1985 MONUMENTED NGS AL7868 AL7868 STATION DESCRIPTION AL7868 AL7868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 AL7868'5.1 KM (3.20 MI) SE FROM CITRUS PARK. AL7868'5.12 KM (3.20 MI) SOUTHEAST ALONG GUNN HIGHWAY FROM THE SCHOOL AL7868'BUILDINGS IN CITRUS PARK, 128 PACES SOUTHEAST OF THE CENTER OF AL7868'ENTRANCE ROAD TO HAMPTON PARK, 62.5 FEET (19.050 M) NORTHEAST OF GUNN AL7868'HIGHWAY AND 2.0 FEET (0.610 M) SOUTHEAST OF A POWERLINE POLE WITH GUY AL7868'WIRE. AL7868'THE MARK IS 0.3 METERS S FROM A WITNESS POST AL7868'THE MARK IS 0.6 M BELOW HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL7254 *********************************************************************** AL7254 DESIGNATION - PLANT CITY RESET AL7254 PID - AL7254 AL7254 STATE/COUNTY- FL/HILLSBOROUGH AL7254 USGS QUAD - PLANT CITY EAST (1993) AL7254 AL7254 *CURRENT SURVEY CONTROL AL7254 ___________________________________________________________________ AL7254* NAD 83(1986)- 28 01 01. (N) 082 06 50. (W) SCALED AL7254* NAVD 88 - 42.79 (meters) 140.4 (feet) RESET AL7254 ___________________________________________________________________ AL7254 GEOID HEIGHT- -25.62 (meters) GEOID99 AL7254 AL7254 VERT ORDER - THIRD AL7254 AL7254.The horizontal coordinates were scaled from a topographic map and have AL7254.an estimated accuracy of +/- 6 seconds. AL7254 AL7254.The orthometric height was computed from unverified reset data. AL7254.No vertical observational check was made to the station. AL7254 AL7254.The geoid height was determined by GEOID99. AL7254 AL7254; North East Units Estimated Accuracy AL7254;SPC FL W - 408,090. 188,800. MT (+/- 180 meters Scaled) AL7254 AL7254 SUPERSEDED SURVEY CONTROL AL7254 AL7254.No superseded survey control is available for this station. AL7254 AL7254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL904995(NAD 83) AL7254_MARKER: DB = BENCH MARK DISK AL7254_SETTING: 35 = PLATFORM AL7254_STAMPING: PLANT CITY RESET 1982 AL7254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7254+STABILITY: SURFACE MOTION AL7254 AL7254 HISTORY - Date Condition Report By AL7254 HISTORY - 1982 MONUMENTED NGS AL7254 HISTORY - 19930122 GOOD USPSQD AL7254 AL7254 STATION DESCRIPTION AL7254 AL7254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 AL7254'IN PLANT CITY. AL7254'AT CITY HALL, 85.0 FEET NORTH OF THE NORTH CURB OF WEST MAHONEY AL7254'STREET, 43.7 FEET WEST OF THE WEST CURB OF NORTH WHEELER STREET, AL7254'15 FEET EAST OF THE NORTHWEST CORNER OF THE CONCRETE PLATFORM, AL7254'TO THE EAST ENTRANCE OF THE CITY HALL, 5.3 FEET NORTH OF THE CENTER AL7254'OF THE CONCRETE PLATFORM, 1.1 FEET SOUTHWEST OF THE NORTHEAST AL7254'CORNER OF THE PLATFORM. AL7254'THE MARK IS 1.0 FT ABOVE SIDEWALK. AL7254 AL7254 STATION RECOVERY (1993) AL7254 AL7254'RECOVERY NOTE BY US POWER SQUADRON 1993 (AWM) AL7254'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG6218 *********************************************************************** AG6218 DESIGNATION - R 107 RESET 1957 AG6218 PID - AG6218 AG6218 STATE/COUNTY- FL/HILLSBOROUGH AG6218 USGS QUAD - WIMAUMA (1987) AG6218 AG6218 *CURRENT SURVEY CONTROL AG6218 ___________________________________________________________________ AG6218* NAD 83(1986)- 27 42 45. (N) 082 22 01. (W) SCALED AG6218* NAVD 88 - 10.61 (meters) 34.8 (feet) RESET AG6218 ___________________________________________________________________ AG6218 GEOID HEIGHT- -24.78 (meters) GEOID99 AG6218 AG6218 VERT ORDER - THIRD AG6218 AG6218.The horizontal coordinates were scaled from a topographic map and have AG6218.an estimated accuracy of +/- 6 seconds. AG6218 AG6218.The orthometric height was computed from unverified reset data. AG6218 AG6218.The geoid height was determined by GEOID99. AG6218 AG6218; North East Units Estimated Accuracy AG6218;SPC FL W - 374,410. 163,810. MT (+/- 180 meters Scaled) AG6218 AG6218 SUPERSEDED SURVEY CONTROL AG6218 AG6218 NGVD 29 - 10.89 (m) 35.7 (f) RESET 3 AG6218 AG6218.Superseded values are not recommended for survey control. AG6218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6218.See file dsdata.txt to determine how the superseded data were derived. AG6218 AG6218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL652661(NAD 83) AG6218_MARKER: DB = BENCH MARK DISK AG6218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6218_STAMPING: R 107 RESET 1957 AG6218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6218+STABILITY: SURFACE MOTION AG6218 AG6218 HISTORY - Date Condition Report By AG6218 HISTORY - 1957 MONUMENTED CGS AG6218 HISTORY - 1958 GOOD NGS AG6218 HISTORY - 1962 MARK NOT FOUND NGS AG6218 AG6218 STATION DESCRIPTION AG6218 AG6218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AG6218'4.3 MI W FROM WIMAUMA. AG6218'4.3 MILES WEST ALONG STATE HIGHWAY 674 FROM THE SEABOARD AIR LINE AG6218'RAILROAD STATION AT WIMAUMA, 74 FT. NORTH OF THE CENTER AG6218'LINE OF THE HIGHWAY, 115 FT. WEST OF THE SOUTHWEST CORNER OF A AG6218'FARMHOUSE, 23 FT. NORTH OF THE SOUTHEAST CORNER OF A STOCK PEN, AG6218'1.8 FT. EAST OF THE EAST SIDE OF THE STOCK PEN, SET IN THE TOP AG6218'OF A CONCRETE POST WHICH PROJECTS 0.4 FT. ABOVE THE GROUND. AG6218 AG6218 STATION RECOVERY (1962) AG6218 AG6218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 AG6218'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG6227 *********************************************************************** AG6227 DESIGNATION - S 107 RESET 1959 AG6227 PID - AG6227 AG6227 STATE/COUNTY- FL/HILLSBOROUGH AG6227 USGS QUAD - WIMAUMA (1987) AG6227 AG6227 *CURRENT SURVEY CONTROL AG6227 ___________________________________________________________________ AG6227* NAD 83(1986)- 27 42 23. (N) 082 15 40. (W) SCALED AG6227* NAVD 88 - 21.85 (meters) 71.7 (feet) RESET AG6227 ___________________________________________________________________ AG6227 GEOID HEIGHT- -24.86 (meters) GEOID99 AG6227 AG6227 VERT ORDER - THIRD AG6227 AG6227.The horizontal coordinates were scaled from a topographic map and have AG6227.an estimated accuracy of +/- 6 seconds. AG6227 AG6227.The orthometric height was computed from unverified reset data. AG6227 AG6227.The geoid height was determined by GEOID99. AG6227 AG6227; North East Units Estimated Accuracy AG6227;SPC FL W - 373,700. 174,250. MT (+/- 180 meters Scaled) AG6227 AG6227 SUPERSEDED SURVEY CONTROL AG6227 AG6227 NGVD 29 - 22.13 (m) 72.6 (f) RESET 3 AG6227 AG6227.Superseded values are not recommended for survey control. AG6227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6227.See file dsdata.txt to determine how the superseded data were derived. AG6227 AG6227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL756653(NAD 83) AG6227_MARKER: DB = BENCH MARK DISK AG6227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6227_STAMPING: S 107 RESET 1959 AG6227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6227+STABILITY: SURFACE MOTION AG6227 AG6227 HISTORY - Date Condition Report By AG6227 HISTORY - 1959 MONUMENTED CGS AG6227 HISTORY - 1962 GOOD NGS AG6227 AG6227 STATION DESCRIPTION AG6227 AG6227'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 AG6227'2.2 MI E FROM WIMAUMA. AG6227'2.2 MILES EAST ALONG STATE HIGHWAY 674 FROM THE SEABOARD AIR AG6227'LINE RAILROAD STATION AT WIMAUMA, 69 FT. SOUTH OF THE CENTER AG6227'LINE OF THE HIGHWAY 25 FT. WEST OF THE CENTER LINE OF A DIRT AG6227'ROAD LEADING SOUTH, 18.5 FT. SOUTH OF A FENCE CORNER, 1.6 FT. AG6227'EAST OF A FENCE, 2.5 FT. SOUTH OF A STEEL WITNESS POST, SET IN AG6227'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE THE AG6227'GROUND. AG6227 AG6227 STATION RECOVERY (1962) AG6227 AG6227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 AG6227'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6480 *********************************************************************** AL6480 DESIGNATION - SKIPPER RESET AL6480 PID - AL6480 AL6480 STATE/COUNTY- FL/HILLSBOROUGH AL6480 USGS QUAD - SULPHUR SPRINGS (1995) AL6480 AL6480 *CURRENT SURVEY CONTROL AL6480 ___________________________________________________________________ AL6480* NAD 83(1990)- 28 04 49.16418(N) 082 26 59.28200(W) ADJUSTED AL6480* NAVD 88 - 16.077 (meters) 52.75 (feet) ADJUSTED AL6480 ___________________________________________________________________ AL6480 LAPLACE CORR- -1.58 (seconds) DEFLEC99 AL6480 GEOID HEIGHT- -25.18 (meters) GEOID99 AL6480 DYNAMIC HT - 16.054 (meters) 52.67 (feet) COMP AL6480 MODELED GRAV- 979,190.8 (mgal) NAVD 88 AL6480 AL6480 HORZ ORDER - SECOND AL6480 VERT ORDER - FIRST CLASS I AL6480 AL6480.The horizontal coordinates were established by classical geodetic methods AL6480.and adjusted by the National Geodetic Survey in May 1991. AL6480 AL6480.The orthometric height was determined by differential leveling AL6480.and adjusted by the National Geodetic Survey in June 1991. AL6480 AL6480.The Laplace correction was computed from DEFLEC99 derived deflections. AL6480 AL6480.The geoid height was determined by GEOID99. AL6480 AL6480.The dynamic height is computed by dividing the NAVD 88 AL6480.geopotential number by the normal gravity value computed on the AL6480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6480.degrees latitude (g = 980.6199 gals.). AL6480 AL6480.The modeled gravity was interpolated from observed gravity values. AL6480 AL6480; North East Units Scale Converg. AL6480;SPC FL W - 415,191.590 155,791.973 MT 0.99996529 -0 12 42.2 AL6480;UTM 17 - 3,106,948.718 357,549.265 MT 0.99985046 -0 40 57.2 AL6480 AL6480: Primary Azimuth Mark Grid Az AL6480:SPC FL W - I75 73 C01 353 53 22.6 AL6480:UTM 17 - I75 73 C01 354 21 37.6 AL6480 AL6480|---------------------------------------------------------------------| AL6480| PID Reference Object Distance Geod. Az | AL6480| dddmmss.s | AL6480| AL6479 SKIPPER RM 1 37.618 METERS 05042 | AL6480| AL0497 TEMPLE TERRACE WATER TANK APPROX. 8.0 KM 1270643.8 | AL6480| AL6478 SKIPPER RM 2 30.187 METERS 16103 | AL6480| AL6481 SKIPPER RM 3 16.573 METERS 17936 | AL6480| CW6367 SKIPPER AZ MK 1810319.4 | AL6480| AL0498 HAMNER FIRE LOOKOUT TOWER APPROX. 2.1 KM 2360450.4 | AL6480| AL6477 D 40 36.649 METERS 30954 | AL6480| AL6634 I75 73 C01 434.685 METERS 3534040.4 | AL6480|---------------------------------------------------------------------| AL6480 AL6480 SUPERSEDED SURVEY CONTROL AL6480 AL6480 NAD 83(1986)- 28 04 49.16968(N) 082 26 59.29144(W) AD( ) 2 AL6480 NAD 27 - 28 04 48.10757(N) 082 26 59.95121(W) AD( ) 2 AL6480 NGVD 29 - 16.321 (m) 53.55 (f) ADJ UNCH 1 1 AL6480 AL6480.Superseded values are not recommended for survey control. AL6480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6480.See file dsdata.txt to determine how the superseded data were derived. AL6480 AL6480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5754906949(NAD 83) AL6480_MARKER: DS = TRIANGULATION STATION DISK AL6480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6480_STAMPING: SKIPPER 1937 1958 AL6480_PROJECTION: PROJECTING 3 CENTIMETERS AL6480_MAGNETIC: N = NO MAGNETIC MATERIAL AL6480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6480+STABILITY: SURFACE MOTION AL6480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL6480+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2003 AL6480 AL6480 HISTORY - Date Condition Report By AL6480 HISTORY - 1958 MONUMENTED CGS AL6480 HISTORY - 1974 GOOD FLDT AL6480 HISTORY - 1974 GOOD NGS AL6480 HISTORY - 1975 GOOD NGS AL6480 HISTORY - 1975 GOOD NGS AL6480 HISTORY - 1977 GOOD FLDT AL6480 HISTORY - 1981 GOOD FLDNR AL6480 HISTORY - 1981 GOOD FL-057 AL6480 HISTORY - 1982 GOOD FL-057 AL6480 HISTORY - 19910319 GOOD USPSQD AL6480 HISTORY - 20030221 GOOD AYRES AL6480 AL6480 STATION DESCRIPTION AL6480 AL6480'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ALW) AL6480'THIS STATION WAS RECOVERED IN NOVEMBER, 1958. THE SURFACE MARK AL6480'WAS FOUND DESTROYED. THE POST WAS FOUND LYING ON TOP OF THE AL6480'GROUND. THE DISK WAS RECOVERED. THE UNDERGROUND MARK WAS AL6480'FOUND IN GOOD CONDITION. A NEW SURFACE MARK WAS SET DIRECTLY AL6480'OVER IT. REFERENCE MARKS 1 AND 2 AND BENCH MARK D 40 WERE AL6480'RECOVERED AND FOUND IN GOOD CONDITION. AL6480' AL6480'THE STATION IS LOCATED AT THE N EDGE OF SULPHUR SPRINGS, 3.5 AL6480'MI. N OF THE SEABOARD AIR LINE RAILROAD STATION, 150 YD. E OF AL6480'U.S. HIGHWAY 41, AT THE CROSSING OF SKIPPER AVENUE AND THE AL6480'SEABOARD AIR LINE RAILROAD, 43 FT. S OF THE CENTERLINE OF AL6480'SKIPPER AVENUE, 58 FT. E OF THE E RAIL, 33 FT. E OF THE AL6480'CENTERLINE OF A TRACK ROAD LEADING S, 13.5 FT. SW OF A BLAZED AL6480'12-IN. PINE TREE, 21.5 FT. SE OF A TELEPHONE POLE AND 2 FT. E AL6480'OF A CONCRETE WITNESS POST. A TRIANGULATION-STATION DISK SET AL6480'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 0.1 FT. AL6480'ABOVE THE GROUND, STAMPED SKIPPER 1937 1958. AL6480' AL6480'REFERENCE MARK 1 IS 123.41 FT. OR 37.615 M. NE OF THE STATION, AL6480'34 FT. N OF THE CENTERLINE OF SKIPPER AVENUE, 31 FT. S-SE OF THE AL6480'SE CORNER OF A WHITE FRAMEHOUSE, 6 FT. W OF THE CENTERLINE OF AL6480'A PRIVATE DRIVEWAY LEADING N AND 1.5 FT. NE OF AN 18-IN. AL6480'TREE. AN AZIMUTH-MARK DISK SET IN THE TOP OF A SQUARE CONCRETE AL6480'POST WHICH PROJECTS 0.1 FT. ABOVE THE GROUND, STAMPED SKIPPER AL6480'NO 1 1937. AL6480' AL6480'REFERENCE MARK 2 IS 99.04 FT. OF 30.187 M. S-SE OF THE STATION, AL6480'84 FT. E OF THE E RAIL, 57 FT. E OF THE CENTERLINE OF A TRACK AL6480'ROAD AND 2 FT. E OF A CONCRETE WITNESS POST. AN AZIMUTH-MARK DISK AL6480'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 0.1 AL6480'FT. ABOVE THE GROUND, STAMPED SKIPPER NO 2 1937. AL6480' AL6480'BENCH MARK D 40 IS 120.43 FT. OR 36.707 M. NW OF THE STATION, AL6480'32.5 FT. N OF THE CENTERLINE OF SKIPPER AVENUE, 24 FT. W OF THE AL6480'W RAIL, 9 FT. N OF A TELEPHONE POLE AND 1.7 FT. S OF A CONCRETE AL6480'WITNESS POST. A BENCH-MARK DISK SET IN THE TOP OF A SQUARE AL6480'CONCRETE POST WHICH PROJECTS 0.4 FT. ABOVE THE GROUND, STAMPED AL6480'D 40 1933 51.319. AL6480' AL6480'THE AZIMUTH MARK IS 0.3 MI. S OF THE STATION, 142ND AVENUE AL6480'AND THE SEABOARD AIR LINE RAILROAD AT THE NE CORNER OF THE KUM AL6480'BACK TRAILER PARK, 77.5 FT. W OF THE W RAIL, 145 YD. E OF U.S. AL6480'HIGHWAY 41 AND 42 FT. S OF THE CENTERLINE OF 142ND AVENUE. AN AL6480'AZIMUTH MARK DISK SET IN THE TOP OF A SQUARE CONCRETE POST AL6480'WHICH PROJECTS 0.1 FT. ABOVE THE GROUND, STAMPED SKIPPER AL6480'AZIMUTH 1937. THE AZIMUTH MARK CANNOT BE SEEN FROM THE GROUND AL6480'AT THE STATION. AL6480' AL6480'TO REACH THE STATION, GO 3.5 MI. N ALONG THE SEABOARD AIR LINE AL6480'RAILROAD FROM THE STATION AT SULPHUR SPRINGS TO THE CROSSING AL6480'OF SKIPPER AVENUE AND THE STATION ON THE RIGHT. AL6480' AL6480'NOTE--THE DISTANCE TO BENCH MARK D 40 GIVEN IN THE ORIGINAL AL6480'DESCRIPTION IS NOT CORRECT. LOOKS LIKE A 3-FT. ERROR WAS MADE. AL6480 AL6480 STATION RECOVERY (1974) AL6480 AL6480'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974 (RCB) AL6480'SKIPPER 1937 GOOD AL6480' AL6480'SKIPPER RM 1 GOOD DIST 123.385 AL6480' AL6480'D-40 USC AND GS BM 1933 GOOD DIST. 120.421 AL6480' AL6480'SKIPPER IS NOW FLUSH WITH THE GROUND AL6480' AL6480'SKIPPER RM 2 WAS NOT RECOVERED AFTER A THOROUGH SEARCH WAS MADE, AL6480'THE AREA WHERE THE RM 2 IS SUPPOSED TO BE HAS BEEN CLEARED. AL6480 AL6480 STATION RECOVERY (1974) AL6480 AL6480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN) AL6480'STATION MARK, REFERENCE MARK 1 AND BENCH MARK D 40 WERE RECOVERED AL6480'AND FOUND IN GOOD CONDITION. THE DISTANCE TO REFERENCE MARK 1 AL6480'AND BENCH MARK D 40 CHECKED THE 1958 RECOVERY. THE DIRECTION AL6480'BETWEEN REFERENCE MARK 1 AND BENCH MARK D 40 CHECKED WITHIN AL6480'01 MIN 22 SEC OF THE 1958 RECOVERY. REFERENCE MARK 2 AND THE AL6480'AZIMUTH MARK HAVE BEEN DESTROYED. A THOROUGH SEARCH WAS MADE AL6480'FOR THE AZIMUTH MARK, BUT NOT FOUND. A MOBILE HOME PARK WAS AL6480'BUILT IN THE AREA THE AZIMUTH MARK WAS LOCATED. ALL AL6480'MEASUREMENT SHOW THE AZIMUTH MARK IS UNDER A CONCRETE PATIO. AL6480'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME. DUE TO CHANGES, AL6480'A COMPLETE NEW DESCRIPTION FOLLOWS. AL6480' AL6480'THE STATION IS ABOUT 10 MILES NORTH OF TAMPA, 5 MILES NORTHWEST AL6480'OF TEMPLE TERRACE, 3-1/2 MILES WEST-NORTHWEST OF THE UNIVERSITY AL6480'OF SOUTH FLORIDA, 1 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY AL6480'41 AND STATE HIGHWAY 582A IN FLORA, 1 MILE SOUTH OF WHERE AL6480'INTERSTATE HIGHWAY 75 PASSES OVER U.S. HIGHWAY 41 IN NORTH AL6480'TAMPA AND ON THE SOUTH SIDE OF SKIPPER ROAD JUST EAST OF THE AL6480'RAILROAD TRACKS. AL6480' AL6480'TO REACH THE STATION FROM WHERE INTERSTATE HIGHWAY 75 PASSES AL6480'OVER STATE HIGHWAY 582 IN NORTH TAMPA, GO EAST ON STATE HIGHWAY 582 AL6480'FOR 0.2 MILE TO THE JUNCTION OF U.S. HIGHWAY 41. TURN LEFT AND GO AL6480'NORTH ON U.S. HIGHWAY 41 FOR 1.05 MILES TO STATE HIGHWAY AL6480'582A. CONTINUE AHEAD NORTH ON U.S. HIGHWAY 41 FOR 0.75 MILE TO AL6480'SKIPPER ROAD ON RIGHT. TURN RIGHT AND GO EAST ON SKIPPER ROAD AL6480'FOR 0.1 MILE TO STATION ON RIGHT. AL6480' AL6480'STATION MARK, A STANDARD DISK STAMPED SKIPPER 1937 1958, IS AL6480'SET IN THE TOP OF AN 8-INCH PRECAST CONCRETE MONUMENT THAT IS AL6480'SET FLUSH WITH THE GROUND SURFACE. IT IS 58.4 FEET EAST OF AL6480'THE EAST RAIL OF THE MAIN RAILROAD TRACK, 44.5 FEET SOUTH OF AL6480'THE CENTER OF SKIPPER ROAD, 20.5 FEET SOUTHEAST OF A UTILITY AL6480'POLE NUMBERED 240-33, 14 FEET SOUTHEAST OF A 15 INCH PINE TREE AL6480'AND 1 FOOT NORTH OF A METAL WITNESS POST. AL6480' AL6480'REFERENCE MARK 1, A STANDARD DISK STAMPED SKIPPER NO 1 1937, IS AL6480'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT AL6480'PROJECTS 6-INCHES ABOVE THE GROUND SURFACE. IT IS 34 FEET NORTH AL6480'OF THE CENTER OF SKIPPER ROAD, 6 FEET WEST OF THE CENTER OF A AL6480'DRIVEWAY AND 3 FEET NORTHWEST OF A FERN TREE WITH 6 AL6480'TRUNKS. AL6480' AL6480'REFERENCE MARK 3, A STANDARD DISK STAMPED SKIPPER 1937 NO 3 AL6480'1974, IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE AL6480'MONUMENT THAT IS SET FLUSH WITH THE GROUND SURFACE. IT IS 99.5 AL6480'FEET SOUTH OF THE CENTER OF SKIPPER ROAD, 55.4 FEET EAST OF AL6480'THE EAST RAIL OF THE MAIN RAILROAD TRACK, 11.5 FEET SOUTH OF AL6480'A 12-INCH PALM TREE, 2.9 FEET WEST OF A METAL WITNESS POST AND AL6480'2.7 FEET NORTHWEST OF A FENCE CORNER AROUND THE VILLAGE MOBILE AL6480'HOME COURT. AL6480' AL6480'D 40, A STANDARD BENCH MARK DISK STAMPED D 40 1933, IS SET IN AL6480'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS AL6480'4-INCHES ABOVE THE GROUND SURFACE. IT IS 35.5 FEET NORTH OF AL6480'THE CENTER OF SKIPPER ROAD, 25 FEET NORTHEAST OF POWER LINE AL6480'POLE 910, 24 FEET WEST OF THE WEST RAIL OF THE MAIN RAILROAD AL6480'TRACK, 1.5 FEET SOUTH OF A 3-INCH SQUARE CONCRETE RIGHT-OF -WAY AL6480'MARKER AND 1 FOOT EAST OF A METAL WITNESS POST. AL6480' AL6480'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AL6480'5 MILES NW OF TEMPLE TERRACE. AL6480 AL6480 STATION RECOVERY (1975) AL6480 AL6480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CBM) AL6480'THE MOST RECENT DESCRIPTION AVAILABLE WAS BY A.L. WARDWELL, AL6480'IN 1958. A DIFFERENCE WAS NOTED IN DISTANCE TO AL6480'B.M. D40. A CHECK OF ANGLE BETWEEN REFERENCE MARK NUMBER 1 AND AL6480'B.M. D40 FELL BETWEEN THE 1937 AND 1958 OBSERVATIONS. REFERENCE AL6480'MARK NUMBER 3 WAS ESTABLISHED IN 1974, BUT NO DATA WAS AL6480'AVAILABLE. DUE TO LOCAL CHANGES, A COMPLETE NEW DESCRIPTION OF AL6480'STATION FOLLOWS. AL6480' AL6480'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF TEMPLE TERRACE AL6480'AND 3-1/2 MILES NORTH OF THE TAMPA NORTHERN RAILROAD STATION AT AL6480'SULPHUR SPRINGS AT THE CROSSING OF SKIPPER AVENUE AND THE AL6480'SEABOARD COAST LINE RAILROAD. AL6480' AL6480'TO REACH STATION FROM THE INTERSTATE ROUTE 4 AND INTERSTATE AL6480'ROUTE 75 OVERPASS OVER NEBRASKA AVENUE AT TAMPA. GO NORTH ON AL6480'NEBRASKA AVENUE FOR 8.05 MILES TO THE INTERSECTION OF SKIPPER AL6480'AVENUE. TURN RIGHT AND GO EAST ON SKIPPER AVENUE FOR 0.1 MILE AL6480'TO THE CROSSING OF THE SEABOARD COAST LINE RAILROAD AND STATION AL6480'AT SOUTHEAST CORNER OF THE CROSSING. AL6480' AL6480'STATION MARK IS A STANDARD DISK, STAMPED SKIPPER 1937 1958, SET AL6480'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS 1 INCH BELOW AL6480'THE GROUND. IT IS 0.7 FOOT NORTH OF A METAL WITNESS POST, AL6480'13.5 FEET SOUTHWEST OF A 12 INCH PINE TREE, 20.4 FEET SOUTHEAST AL6480'OF A UTILITY POLE, 44.1 FEET SOUTH OF CENTER OF SKIPPER ROAD AL6480'AND 58.5 FEET EAST OF EAST RAIL OF MAIN RAILROAD TRACK. AL6480' AL6480'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED SKIPPER AL6480'NO. 1 1937, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT AL6480'PROJECTS 5 INCHES ABOVE THE GROUND. IT IS 11.4 FEET NORTH OF AL6480'NORTH EDGE OF A SIDEWALK, 13.0 FEET WEST OF A 16 INCH OAK TREE AL6480'AND 34.0 FEET NORTH OF CENTER OF SKIPPER ROAD. AL6480' AL6480'REFERENCE MARK NUMBER 3 IS A STANDARD DISK, STAMPED SKIPPER AL6480'1937 NO. 3 1974, SET IN THE TOP OF A ROUND CONCRETE MONUMENT AL6480'THAT PROJECTS 1 INCH ABOVE THE GROUND. IT IS 2.9 FEET WEST OF AL6480'A METAL WITNESS POST, 11.2 FEET SOUTH OF A PALM TREE, 55.7 FEET AL6480'EAST OF EAST RAIL OF THE MAIN RAILROAD TRACK AND 113.1 FEET AL6480'SOUTH OF CENTER OF SKIPPER ROAD. AL6480' AL6480'BENCH MARK D40 IS A STANDARD DISK, STAMPED D40 1933 51.319, AL6480'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS AL6480'4 INCHES ABOVE THE GROUND. AL6480' AL6480'IT IS 0.7 FOOT WEST OF A METAL WITNESS POST, 0.8 FOOT SOUTH AL6480'OF A CONCRETE WITNESS POST, 24.0 FEET WEST OF THE WEST RAIL OF AL6480'MAIN RAILROAD TRACK AND 33.5 FEET NORTH OF CENTER OF SKIPPER ROAD. AL6480' AL6480'ALL MEASUREMENTS TO MARKS WERE MADE ELECTRONICALLY, DUE TO AL6480'HEAVY TRAFFIC. AL6480 AL6480 STATION RECOVERY (1975) AL6480 AL6480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 AL6480'5 MI NW FROM TEMPLE TERRACE. AL6480'0.2 MILE EAST ALONG STATE HIGHWAY 582 FROM WHERE INTERSTATE AL6480'HIGHWAY 75 PASSES OVER HIGHWAY 582 IN NORTH TAMPA, THENCE LEFT AL6480'NORTH ALONG U.S. HIGHWAY 41 FOR 1.8 MILES TO SKIPPER ROAD ON AL6480'RIGHT, THENCE RIGHT FOR 0.1 MILE, 58.4 FEET EAST OF THE EAST RAIL AL6480'OF THE MAIN RAILROAD TRACK, 44.5 FEET SOUTH OF THE CENTER OF AL6480'SKIPPER ROAD, 20.5 FEET SOUTHEAST OF A UTILITY POLE NUMBERED 240-33, AL6480'14 FEET SOUTHWEST OF A 15-INCH PINE TREE, 1 FOOT NORTH OF A METAL AL6480'WITNESS POST AND A DISK SET IN THE TOP OF AN 8-INCH PRECAST AL6480'CONCRETE SQUARE MONUMENT THAT IS SET FLUSH WITH THE GROUND SURFACE. AL6480 AL6480 STATION RECOVERY (1977) AL6480 AL6480'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977 (CBM) AL6480'STATION RECOVERED AS DESCRIBED BY G. FLAVIN IN 1975. A DIFFERENCE WAS AL6480'NOTED IN DIRECTION BETWEEN REFERENCE MARKS 3 AND BENCHMARK D40 1933, AL6480'NEW VALUE BEING SHOWN ABOVE. BENCHMARK D40 1933 IS LEANING TO THE AL6480'SOUTH AND REFERENCE MARK NUMBER 1 IS DESTROYED. AL6480 AL6480 STATION RECOVERY (1981) AL6480 AL6480'RECOVERY NOTE BY FL DEPT OF NAT RES 1981 (JWM) AL6480'SKIPPER 1937 RECOVERED GOOD. AL6480' AL6480'THE STATION, R.M. 3 AND BM D 40 WERE RECOVERED AS DESCRIBED. R.M. 1 AL6480'IS BELIEVED DESTROYED DUE TO CONSTRUCTION OF A PARKING LOT. AL6480' AL6480'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT TAMPA. AL6480 AL6480 STATION RECOVERY (1981) AL6480 AL6480'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1981 (SW) AL6480'SKIPPER 1934 RECOVERED GOOD. AL6480' AL6480'DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES NORTH OF TAMPA. AL6480'5 MILES NORTHWEST OF TEMPLE TERRACE. AL6480 AL6480 STATION RECOVERY (1982) AL6480 AL6480'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1982 (RSW) AL6480'REFERENCE MARKS NO 3 AND D-40 WERE RECOVERED. D-40 WAS FOUND TO BE AL6480'0.57 M SHORTER. RM 3 DISK WAS DEFACED BUT THE MEASUREMENT TO IT WAS AL6480'GOOD. RMS 4 AND 5 WERE SET PREVIOUSLY. A NEW AZIMUTH MARK SET ALONG AL6480'WITH THE NEW RMS. AL6480' AL6480'THE STATION IS A STANDARD U.S.C. + G.S. DISK STAMPED---SKIPPER 1937 AL6480'1958---THE SURFACE DISK IS SET INTO THE TOP OF A 10 INCH ROUND AL6480'CONCRETE MONUMENT FLUSH WITH THE GROUND. LOCATED 58.4 FEET EAST OF AL6480'EAST RAIL OF MAIN RAILROAD TRACK, 43.6 FEET SOUTH OF CENTERLINE OF AL6480'SKIPPER AVENUE, 16.6 FEET SOUTHWEST OF RAILROAD WARNING LIGHT POLE, AL6480'14.2 FEET SOUTHEAST OF CENTER OF 16 INCH PINE, AND 1.0 FEET NORTH AL6480'OF A METAL WITNESS POST. AL6480' AL6480'REFERENCE MARK NO 3 IS A STANDARD NGS DEFACED DISK. THE SURFACE DISK AL6480'IS SET INTO THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT FLUSH WITH AL6480'THE GROUND. LOCATED 55.4 FEET EAST OF EAST RAIL OF MAIN RAILROAD LINE, AL6480'11.7 FEET SOUTH OF 10 INCH PALM TREE, AND 0.7 FEET WEST OF CORNER AL6480'OF WOODEN FENCE. AL6480' AL6480'BENCH MARK D-40 IS A STANDARD USG+GS DISK STAMPED---D-40 1933--- AL6480'LOCATED 33.8 FEET NORTH OF CENTERLINE OF SKIPPER AVENUE, 23.9 FEET AL6480'WEST OF WEST RAIL OF MAIN RAILROAD LINE, 7.0 FEET SOUTHWEST OF AL6480'OF GUY POLE, AND 25.0 FEET NORTHEAST OF POWERLINE POLE NUMBER AL6480'25481 46209. AL6480 AL6480 STATION RECOVERY (1991) AL6480 AL6480'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF) AL6480'RECOVERED IN GOOD CONDITION. AL6480 AL6480 STATION RECOVERY (2003) AL6480 AL6480'RECOVERY NOTE BY AYRES ASSOCIATES 2003 AL6480'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6481 *********************************************************************** AL6481 DESIGNATION - SKIPPER RM 3 AL6481 PID - AL6481 AL6481 STATE/COUNTY- FL/HILLSBOROUGH AL6481 USGS QUAD - SULPHUR SPRINGS (1995) AL6481 AL6481 *CURRENT SURVEY CONTROL AL6481 ___________________________________________________________________ AL6481* NAD 83(1986)- 28 04 48. (N) 082 26 58. (W) SCALED AL6481* NAVD 88 - 15.83 (meters) 51.9 (feet) RESET AL6481 ___________________________________________________________________ AL6481 GEOID HEIGHT- -25.18 (meters) GEOID99 AL6481 AL6481 VERT ORDER - THIRD AL6481 AL6481.The horizontal coordinates were scaled from a topographic map and have AL6481.an estimated accuracy of +/- 6 seconds. AL6481 AL6481.The orthometric height was computed from unverified reset data. AL6481.No vertical observational check was made to the station. AL6481 AL6481.The geoid height was determined by GEOID99. AL6481 AL6481; North East Units Estimated Accuracy AL6481;SPC FL W - 415,160. 155,830. MT (+/- 180 meters Scaled) AL6481 AL6481 SUPERSEDED SURVEY CONTROL AL6481 AL6481 NGVD 29 - 16.09 (m) 52.8 (f) RESET 3 AL6481 AL6481.Superseded values are not recommended for survey control. AL6481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6481.See file dsdata.txt to determine how the superseded data were derived. AL6481 AL6481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM575069(NAD 83) AL6481_MARKER: DR = REFERENCE MARK DISK AL6481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6481_STAMPING: SKIPPER 1937 NO 3 1974 AL6481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6481+STABILITY: SURFACE MOTION AL6481 AL6481 HISTORY - Date Condition Report By AL6481 HISTORY - 1974 MONUMENTED NGS AL6481 HISTORY - 1975 GOOD NGS AL6481 HISTORY - 1989 GOOD USPSQD AL6481 HISTORY - 19910319 POOR USPSQD AL6481 HISTORY - 20030216 MARK NOT FOUND AYRES AL6481 AL6481 STATION DESCRIPTION AL6481 AL6481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 AL6481'5 MI NW FROM TEMPLE TERRACE. AL6481'5 MILES NORTHWEST 0.2 MILE EAST ALONG STATE HIGHWAY 582 FROM WHERE AL6481'INTERSTATE HIGHWAY 75 PASSES OVER HIGHWAY 582 IN NORTH TAMPA, AL6481'THENCE LEFT NORTH ALONG U.S. HIGHWAY 41 FOR 1.8 MILES TO SKIPPER AL6481'ROAD ON RIGHT, THENCE RIGHT FOR 0.1 MILE, 99.5 FEET SOUTH OF THE AL6481'CENTER OF SKIPPER ROAD, 55.4 FEET EAST OF THE EAST RAIL OF MAIN AL6481'TRACK, 11.5 FEET SOUTH OF A 12-INCH PALM TREE, 2.9 FEET WEST OF A AL6481'METAL WITNESS POST, 2.7 FEET NORTHWEST OF A FENCE CORNER, A DISK AL6481'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT THAT IS SET AL6481'FLUSH WITH THE GROUND. AL6481 AL6481 STATION RECOVERY (1989) AL6481 AL6481'RECOVERY NOTE BY US POWER SQUADRON 1989 (DG) AL6481'RECOVERED IN GOOD CONDITION. AL6481 AL6481 STATION RECOVERY (1991) AL6481 AL6481'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF) AL6481'MARK RECOVERED IN POOR CONDITION. AL6481 AL6481 STATION RECOVERY (2003) AL6481 AL6481'RECOVERY NOTE BY AYRES ASSOCIATES 2003 AL6481'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL0505 *********************************************************************** AL0505 DESIGNATION - SKIPPER RM 4 AL0505 PID - AL0505 AL0505 STATE/COUNTY- FL/HILLSBOROUGH AL0505 USGS QUAD - SULPHUR SPRINGS (1995) AL0505 AL0505 *CURRENT SURVEY CONTROL AL0505 ___________________________________________________________________ AL0505* NAD 83(1990)- 28 04 49.19422(N) 082 26 58.60833(W) ADJUSTED AL0505* NAVD 88 - 16.00 (+/-2cm) 52.5 (feet) VERTCON AL0505 ___________________________________________________________________ AL0505 LAPLACE CORR- -1.58 (seconds) DEFLEC99 AL0505 GEOID HEIGHT- -25.18 (meters) GEOID99 AL0505 AL0505 HORZ ORDER - FIRST AL0505 VERT ORDER - THIRD ? (See Below) AL0505 AL0505.The horizontal coordinates were established by classical geodetic methods AL0505.and adjusted by the National Geodetic Survey in May 1991. AL0505 AL0505.The NAVD 88 height was computed by applying the VERTCON shift value to AL0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL0505.The vertical order pertains to the superseded datum. AL0505 AL0505.The Laplace correction was computed from DEFLEC99 derived deflections. AL0505 AL0505.The geoid height was determined by GEOID99. AL0505 AL0505; North East Units Scale Converg. AL0505;SPC FL W - 415,192.446 155,810.369 MT 0.99996527 -0 12 41.9 AL0505;UTM 17 - 3,106,949.423 357,567.665 MT 0.99985039 -0 40 56.9 AL0505 AL0505: Primary Azimuth Mark Grid Az AL0505:SPC FL W - TROUT 015 46 44.4 AL0505:UTM 17 - TROUT 016 14 59.4 AL0505 AL0505|---------------------------------------------------------------------| AL0505| PID Reference Object Distance Geod. Az | AL0505| dddmmss.s | AL0505| AL0520 TROUT APPROX. 7.1 KM 0153402.5 | AL0505| CW6368 SKIPPER RM 5 08657 | AL0505| AL6480 SKIPPER RESET 18.416 METERS 26707 | AL0505|---------------------------------------------------------------------| AL0505 AL0505 SUPERSEDED SURVEY CONTROL AL0505 AL0505 NAD 83(1986)- 28 04 49.19971(N) 082 26 58.61780(W) AD( ) 1 AL0505 NAD 27 - 28 04 48.13751(N) 082 26 59.28001(W) AD( ) 1 AL0505 NGVD 29 - 16.25 (m) 53.3 (f) LEVELING 3 AL0505 AL0505.Superseded values are not recommended for survey control. AL0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0505.See file dsdata.txt to determine how the superseded data were derived. AL0505 AL0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5756806949(NAD 83) AL0505_MARKER: DR = REFERENCE MARK DISK AL0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0505_STAMPING: SKIPPER 1956 NO 4 1981 AL0505_MARK LOGO: NGS AL0505_MAGNETIC: N = NO MAGNETIC MATERIAL AL0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0505+STABILITY: SURFACE MOTION AL0505 AL0505 HISTORY - Date Condition Report By AL0505 HISTORY - 1981 MONUMENTED NGS AL0505 HISTORY - 1982 GOOD FL-057 AL0505 HISTORY - 1982 GOOD FL-057 AL0505 HISTORY - 1988 GOOD USPSQD AL0505 HISTORY - 19930429 GOOD DENI AL0505 HISTORY - 20030219 MARK NOT FOUND AYRES AL0505 AL0505 STATION DESCRIPTION AL0505 AL0505'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1982 (RSW) AL0505'LOCATED SKIPPER 1937 RM 3, FOUND DISK TO BE MARRED. MEASUREMENT WAS AL0505'TAKEN, SKIPPER 1937 RM3 DOES NOT APPEAR TO BE MOVED. NO ANGLE AL0505'TAKEN DUE TO A FENCE. ALL OTHER MARKS RECOVERED IN GOOD CONDITION AL0505'SKIPPER 1956 NO. 5, SKIPPER 1937 1958, BM D-40 AND SKIPPER 1956 NO. 4. AL0505' AL0505'THE STATION IS LOCATED IN NORTH TAMPA APPROX. 8 MILES NORTH OF THE AL0505'JUNCTION OF I-275 AND I-4. AL0505'OWNERSHIP--HILLSBOROUGH COUNTY. AL0505' AL0505'TO REACH THE STATION FROM AL0505'THE JUNCTION OF I-75 AND COUNTY ROAD 678 (BEARSS AVE), GO EAST ON ROAD AL0505'678 FOR .2 MILES TO A T-ROAD. TURN RIGHT (SOUTH) ON NEBRASKA AVENUE AL0505'FOR .55 MILES TO A PAVED ROAD (SKIPPER AVENUE) TURN LEFT (EAST) FOR AL0505'.1 MILES TO RAILROAD TRACK. CONTINUE FOR 100 FEET TO STATION ON RIGHT. AL0505' AL0505'THE STATION IS A STANDARD USGS DISK STAMPED---SKIPPER 1956 NO4 1981--- AL0505'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN DIAMETER AL0505'FLUSH WITH THE GROUND. LOCATED 41.0 FEET SOUTH FROM CENTERLINE OF AL0505'SKIPPER AVENUE, 51 FEET EAST SOUTHEAST FROM A 12 INCH PINE TREE, 12.5 AL0505'FEET NORTH FROM A WOODEN FENCE. AL0505' AL0505'REFERENCE MARK NO 5 IS A STANDARD USGS DISK STAMPED---SKIPPER 1956 AL0505'NO. 5 1981---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES AL0505'IN DIAMETER FLUSH WITH THE GROUND. LOCATED 37.5 FEET SOUTH FROM THE AL0505'CENTERLINE OF SKIPPER AVENUE, 13.3 FEET NORTH FROM WOODEN FENCE, AL0505'14 FEET SOUTHWEST FROM A TELEPHONE POLE. AL0505' AL0505'REFERENCE MARK IS A STANDARD USGS DISK STAMPED---SKIPPER 1937 AL0505'NO 3---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE AL0505'GROUND. THE TOP OF MONUMENT IS MARRED. LOCATED 41.40 FEET AL0505'EAST FROM THE EAST RAIL OF SECONDARY TRACK, 97.9 SOUTH FROM THE CENTER AL0505'LINE OF SKIPPER AVENUE, 11.3 FEET SOUTH SOUTHWEST FROM A 10 INCH AL0505'PALM TREE, 1.0 FOOT WEST OF A WOODEN FENCE. AL0505' AL0505'REFERENCE MARK D-40 IS A STANDARD USGS DISK STAMPED---D-40 1933--- AL0505'SET INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT RECESSED AL0505'6 INCHES BELOW THE GROUND. LOCATED 33.9 FEET NORTH FROM THE AL0505'CENTERLINE SKIPPER AVE, 24.0 FEET WEST FROM THE WEST RAIL OF THE AL0505'MAIN RAILROAD TRACK, 6.6 FEET SOUTH SOUTHWEST FROM A SERVICE POLE, AL0505'1.0 FOOT WEST FROM A METAL WITNESS POST. AL0505' AL0505'NO AZIMUTH MK. RECOVERED OR ESTABLISHED. AL0505' AL0505'HEIGHT OF LIGHT ABOVE MARK 30.6 METERS. AL0505 AL0505 STATION RECOVERY (1982) AL0505 AL0505'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1982 (RSW) AL0505'LOCATED SKIPPER 1937 RM 3, FOUND DISK TO BE MARRED. MEASUREMENT WAS AL0505'TAKEN. SKIPPER 1937 RM3 DOES NOT APPEAR TO BE MOVED. NO ANGLE WAS AL0505'TAKEN DUE TO A FENCE, ALL OTHER MARKS RECOVERED IN GOOD CONDITION. AL0505'SKIPPER 1956 NO5, SKIPPER 1956 1981, AND SKIPPER 1956 NO4 WERE AL0505'ESTABLISHED AT THIS TIME. AL0505' AL0505'THE STATION IS LOCATED IN NORTH TAMPA APPROXIMATELY 12.8 KILOMETERS, 8 AL0505'MILES, NORTH OF THE JUNCTION OF INTERSTE 275 AND INTERSTATE 4. STATION AL0505'IS ON COUNTY RIGHT OF WAY. AL0505' AL0505'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 275 AND COUNTY AL0505'ROAD 678 (BEARSS AVENUE), GO EAST ON COUNTYROAD 678 FOR 0.32 AL0505'KILOMETERS, 0.2 MILES, TO A T-ROAD, TURN RIGHT, SOUTH, ON NEBRASKA AL0505'AVENUE FOR 0.88 KILOMETERS, 0.55 MILES, TO A PAVED ROAD(SKIPPER ROAD) AL0505'TURN LEFT, EAST, FPR 0.16 KILOMETERS, 0.1 MILES, TO RAILROAD TRACK. AL0505'CONTINUE FOR 100 FEET TO STATION ON RIGHT. AL0505' AL0505'THE STATION IS A STANDARD USGS DISK STAMPED---SKIPPER 1956 N04 1981--- AL0505'THE SURFACE DISK IS SET INTO THE TOP OF A 12 INCH ROUND CONCRETE AL0505'MONUMENT FLUSH WITH THE GROUND, LOCATED 41.0 SOUTH OF THE CENTERLINE AL0505'OF SKIPPER AVENUE, 51.0 FEET EAST SOUTHEAST OF A 12 INCH PINE TREE, AL0505'12.5 FEET NORTH OF A WOODEN FENCE, 60.4 FEET EAST OF STATION SKIPPER AL0505'1956. AL0505' AL0505'REFERENCE MARK IS A STANDARD USGS DISK STAMPED---SKIPPER 1937 1958--- AL0505'THE SURFACE DISK IS SET INTO THE TOP OF A 12 INCH ROUND CONCRETE AL0505'MONUMENT FLUSH WITH THE GROUND, LOCATED 58.5 FEET, 17.83 METERS, EAST AL0505'OF THE EAST RAIL OF THE MAIN RAILROAD TRACK, 435 FEET, 13.25 METERS, AL0505'SOUTH OF THE CENTERLINE OF SKIPPER AVENUE, 17.2 FEET, 5.24 METERS, AL0505'SOUTHWEST OF A SIGNAL POLE, 1.0 FEET, 0.30 METERS, NORTH OF A METAL AL0505'WITNESS POST. AL0505' AL0505'REFERENCE MARK NO.5 IS A STANDARD USGS DISK STAMPED---SKIPPER 1956 AL0505'NO.5 1981---THE SURFACE DISK IS SET INTO THE TOP OF A 12 INCH ROUND AL0505'CONCRETE MONUMENT FLUSH WITH THE GROUND, LOCATED 37.5 FEET, 11.43 AL0505'METERS, SOUTH OF CENTERLINE SKIPPER AVENUE, 13.3 FEET, 4.05 METERS, AL0505'NORTH OF A WOODEN FENCE, 14 FEET, 4.26 METERS, SOUTHWEST OF A AL0505'TELEPHONE POLE. AL0505' AL0505'AZIMUTH MARK IS A STANDARD USGS DISK STAMPED---SKIPPER 1956 1981---THE AL0505'SURFACE DISK IS SET INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT AL0505'FLUSH WITH THE GROUND, LOCATED 33 FEET EAST OF THE CENTER OF ENTRANCE AL0505'DRIVE, 22.5 FEET NORTH OF THE CENTER OF SKIPPER AVENUE, 5.5 FEET AL0505'NORTH OF THE NORTH EDGE OF SIDEWALK. AL0505 AL0505 STATION RECOVERY (1988) AL0505 AL0505'RECOVERY NOTE BY US POWER SQUADRON 1988 (DG) AL0505'RECOVERED IN GOOD CONDITION. AL0505 AL0505 STATION RECOVERY (1993) AL0505 AL0505'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1993 (RLP) AL0505'RECOVERED AS DESCRIBED. AL0505 AL0505 STATION RECOVERY (2003) AL0505 AL0505'RECOVERY NOTE BY AYRES ASSOCIATES 2003 AL0505'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG6242 *********************************************************************** AG6242 DESIGNATION - T 107 RESET 1951 AG6242 PID - AG6242 AG6242 STATE/COUNTY- FL/HILLSBOROUGH AG6242 USGS QUAD - FT LONESOME (1987) AG6242 AG6242 *CURRENT SURVEY CONTROL AG6242 ___________________________________________________________________ AG6242* NAD 83(1986)- 27 42 16. (N) 082 13 48. (W) SCALED AG6242* NAVD 88 - 17.10 (meters) 56.1 (feet) RESET AG6242 ___________________________________________________________________ AG6242 GEOID HEIGHT- -24.88 (meters) GEOID99 AG6242 AG6242 VERT ORDER - THIRD AG6242 AG6242.The horizontal coordinates were scaled from a topographic map and have AG6242.an estimated accuracy of +/- 6 seconds. AG6242 AG6242.The orthometric height was computed from unverified reset data. AG6242 AG6242.The geoid height was determined by GEOID99. AG6242 AG6242; North East Units Estimated Accuracy AG6242;SPC FL W - 373,480. 177,320. MT (+/- 180 meters Scaled) AG6242 AG6242 SUPERSEDED SURVEY CONTROL AG6242 AG6242 NGVD 29 - 17.38 (m) 57.0 (f) RESET 3 AG6242 AG6242.Superseded values are not recommended for survey control. AG6242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6242.See file dsdata.txt to determine how the superseded data were derived. AG6242 AG6242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL787650(NAD 83) AG6242_MARKER: DB = BENCH MARK DISK AG6242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6242_STAMPING: T 107 RESET 1951 AG6242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6242+STABILITY: SURFACE MOTION AG6242 AG6242 HISTORY - Date Condition Report By AG6242 HISTORY - 1951 MONUMENTED CGS AG6242 HISTORY - 1958 GOOD NGS AG6242 HISTORY - 1962 MARK NOT FOUND NGS AG6242 AG6242 STATION DESCRIPTION AG6242 AG6242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AG6242'4.2 MI E FROM WIMAUMA. AG6242'4.2 MILES EAST ALONG STATE HIGHWAY 674 FROM THE SEABOARD AIR AG6242'LINE RAILROAD STATION AT WIMAUMA AT HIGHWAY STATION 357 + 34, 75 AG6242'FT. SOUTHWEST OF THE CENTER OF THE WEST END OF A CONCRETE AG6242'BRIDGE, 59 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY, 7 FT. AG6242'EAST OF A 15 INCH PINE TREE, 2 FT. SOUTHWEST OF A WOODEN WITNESS AG6242'POST. 8 FT. BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A AG6242'CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE THE GROUND. AG6242 AG6242 STATION RECOVERY (1962) AG6242 AG6242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 AG6242'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG2090 *********************************************************************** AG2090 DESIGNATION - TAMPA INTL APT CONTROL TOWER AG2090 PID - AG2090 AG2090 STATE/COUNTY- FL/HILLSBOROUGH AG2090 USGS QUAD - GANDY BRIDGE (1987) AG2090 AG2090 *CURRENT SURVEY CONTROL AG2090 ___________________________________________________________________ AG2090* NAD 83(1990)- 27 58 52.40066(N) 082 32 02.97507(W) ADJUSTED AG2090* NAVD 88 - AG2090 ___________________________________________________________________ AG2090 LAPLACE CORR- -1.11 (seconds) DEFLEC99 AG2090 GEOID HEIGHT- -24.86 (meters) GEOID99 AG2090 AG2090 HORZ ORDER - THIRD AG2090 AG2090.This mark is at Tampa Int'l Airport (TPA) AG2090 AG2090.The horizontal coordinates were established by classical geodetic methods AG2090.and adjusted by the National Geodetic Survey in May 1991. AG2090 AG2090 AG2090.The Laplace correction was computed from DEFLEC99 derived deflections. AG2090 AG2090.The geoid height was determined by GEOID99. AG2090 AG2090; North East Units Scale Converg. AG2090;SPC FL W - 404,243.115 147,452.607 MT 0.99997524 -0 15 02.2 AG2090;UTM 17 - 3,096,070.166 349,121.238 MT 0.99988098 -0 43 11.8 AG2090 AG2090 SUPERSEDED SURVEY CONTROL AG2090 AG2090 NAD 83(1986)- 27 58 52.40618(N) 082 32 02.98602(W) AD( ) 4 AG2090 NAD 27 - 27 58 51.32210(N) 082 32 03.64368(W) AD( ) 3 AG2090 AG2090.Superseded values are not recommended for survey control. AG2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2090.See file dsdata.txt to determine how the superseded data were derived. AG2090 AG2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4912196070(NAD 83) AG2090_MARKER: 58 = CONTROL TOWER AG2090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG2090+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2003 AG2090 AG2090 HISTORY - Date Condition Report By AG2090 HISTORY - 1972 FIRST OBSERVED NGS AG2090 HISTORY - 20030307 GOOD GEOCAC AG2090 AG2090 STATION DESCRIPTION AG2090 AG2090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL) AG2090'THE STATION IS THE TOP CENTER OF THE FEDERAL AVIATION AG2090'ADMINISTRATION, TAMPA INTERNATIONAL AIRPORT FLIGHT CONTROL AG2090'TOWER. THE TOWER IS HEXAGON SHAPED, GRAY WITH BLACK TOP AND AG2090'APPROXIMATELY 200 FEET HIGH. AG2090' AG2090'LOCATED AT THE TAMPA INTERNATIONAL AIRPORT. AG2090 AG2090 STATION RECOVERY (2003) AG2090 AG2090'RECOVERY NOTE BY GEOCACHING 2003 (MDM) AG2090'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL7631 *********************************************************************** AL7631 DESIGNATION - TEMPLE AL7631 PID - AL7631 AL7631 STATE/COUNTY- FL/HILLSBOROUGH AL7631 USGS QUAD - SULPHUR SPRINGS (1995) AL7631 AL7631 *CURRENT SURVEY CONTROL AL7631 ___________________________________________________________________ AL7631* NAD 83(1990)- 28 02 13.28912(N) 082 23 39.68332(W) ADJUSTED AL7631* NAVD 88 - 26.71 (+/-2cm) 87.6 (feet) VERTCON AL7631 ___________________________________________________________________ AL7631 LAPLACE CORR- -1.69 (seconds) DEFLEC99 AL7631 GEOID HEIGHT- -25.15 (meters) GEOID99 AL7631 AL7631 HORZ ORDER - FIRST AL7631 VERT ORDER - THIRD ? (See Below) AL7631 AL7631.The horizontal coordinates were established by classical geodetic methods AL7631.and adjusted by the National Geodetic Survey in May 1991. AL7631 AL7631.The NAVD 88 height was computed by applying the VERTCON shift value to AL7631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL7631.The vertical order pertains to the superseded datum. AL7631 AL7631.The Laplace correction was computed from DEFLEC99 derived deflections. AL7631 AL7631.The geoid height was determined by GEOID99. AL7631 AL7631; North East Units Scale Converg. AL7631;SPC FL W - 410,374.541 161,225.735 MT 0.99995973 -0 11 07.3 AL7631;UTM 17 - 3,102,087.803 362,942.635 MT 0.99983185 -0 39 19.8 AL7631 AL7631|---------------------------------------------------------------------| AL7631| PID Reference Object Distance Geod. Az | AL7631| dddmmss.s | AL7631| AL7632 TEMPLE AZ MK 319.610 METERS 07808 | AL7631| CR8173 TEMPLE RM 1 32.940 METERS 21426 | AL7631| CR8174 TEMPLE RM 2 28.660 METERS 26902 | AL7631|---------------------------------------------------------------------| AL7631 AL7631 SUPERSEDED SURVEY CONTROL AL7631 AL7631 NAD 83(1986)- 28 02 13.29499(N) 082 23 39.69511(W) AD( ) 1 AL7631 NGVD 29 - 26.97 (m) 88.5 (f) LEVELING 3 AL7631 AL7631.Superseded values are not recommended for survey control. AL7631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7631.See file dsdata.txt to determine how the superseded data were derived. AL7631 AL7631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6294302088(NAD 83) AL7631_MARKER: DS = TRIANGULATION STATION DISK AL7631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7631_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AL7631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7631+STABILITY: SURFACE MOTION AL7631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AL7631+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2003 AL7631 AL7631 HISTORY - Date Condition Report By AL7631 HISTORY - 1982 MONUMENTED FL-057 AL7631 HISTORY - 20030220 GOOD AYRES AL7631 AL7631 STATION DESCRIPTION AL7631 AL7631'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1982 (RSW) AL7631'THE STATION IS LOCATED ON THE EAST SIDE OF BEVERLY AVENUE 0.05 MILE AL7631'NORTH OF THE INTERSECTION OF TEMPLE HEIGHTS AVENUE AND BEVERLY AVENUE. AL7631'STATION IS IN THE REAR OF THE BUILDING OF TAMPEA FEDERAL SAVINGS AND AL7631'LOAN. THE STATION IS ON THE PROPERTY OF TAMPA FEDERAL SAVINGS AND AL7631'LOAN. AL7631' AL7631'TO REACH THE STATION FROM THE INTERSECTION OF FOWLER AVENUE (STATE AL7631'ROAD 582) AND 56TH STREET (STATE ROAD 583), PROCEED SOUTH ON 56 TH AL7631'STREET 1.25 MILES TO TEMPLE HEIGHTS AVENUE, THEN WEST 0.1 MILE TO AL7631'BEVERLY AVENUE THE RIGHT (NORTH) 0.05 MILE TO STATION OF RIGHT. AL7631' AL7631'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---TEMPLE 1982---THE AL7631'SURFACE DISK IS SET INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT AL7631'FLUSH WITH THE GROUND, LOCATED 80 FEET, 24.38 METERS, EAST OF THE AL7631'CENTERLINE OF BEVERLY DRIVE, 57.8 FEET, 17.37 METERS, NORTHEAST OF AN AL7631'ELETRIAL POWER BOX, 28.6 FEET, 8.72 METERS, NORTH OF A 12 INCH OAK AL7631'TREE, 44.5 FEET, 13.56 METERS, NORTHWEST OF A 10 INCH OAK TREE, 21 AL7631'FEET, 6.4 FEET SOUTH OF A METAL WITNESS POST. THE UNDERGROUND MARK IS AL7631'A BOLT IN A CAN IN AN IRREGULAR MASS OF CONCRETE 3.3 FEET BELOW THE AL7631'THE SURFACE. AL7631' AL7631'REFERENCE MARK NO 1 IS A STANDARD H.C.E.D. DISK STAMPED---TEMPLE NO 1 AL7631'1982---THE SURFACE DISK IS SET INTO THE TOP OF A 12 INCH ROUND AL7631'CONCRETE MONUMENT RECESSED 2 INCES BELOW THE GROUND, LOCATED 36.2 FEET AL7631'SOUTHEAST OF A 4 FOOT CHAINLINK FENCE CORNER, 18.4 FEET EAST OF THE AL7631'CENTERLINE OF BEVERLY DRIVE, 6.5 FEET SOUTHWEST OF A POWER POLE NUMBER AL7631'971, 2.2 FEET WEST OF A METAL WITNESS POST. AL7631' AL7631'REFERENCE MARK NO 2 IS A STANDARD H.C.E.D. DISK STAMPED---TEMPLE NO 2 AL7631'1982---THE SURFACE DISK IS SET INTO THE TOP OF A 12 INCH ROUND AL7631'CONCRETE MONUMENT RECESSED 2 INCHES BELOW THE GROUND, LOCATED 27.5 AL7631'FEET SOUTHEAST OF THE 8 INCH OAK TREE, 19.3 FEET NORTH OF THE CENTER AL7631'LINE OF DRIVE WAY, 14.0 FEET WEST OF THE CENTERLINE OF BEVERLY DRIVE, AL7631'2.8 FEET SOUTH OF A METAL WITNESS POST. AL7631' AL7631'AZIMUTH MARK IS A STANDARD H.C.E.D. DISK STAMPED---TEMPLE AZ MK AL7631'1982---THE SURFACE DISK IS SET INTO THE TOP OF A 12 INCH ROUND AL7631'CONCRETE MONUMENT RECESSED 6 INCHES BELOW THE GROUND, LOCATED 87.4 AL7631'FEET EAST OF A 15 INCH OAK TREE, 40.5 FEET WEST OF A 18 INCH OAK TREE, AL7631'12.7 FEET SOUTH SOUTHWEST OF A 18 INCH OAK TREE, 11.9 FEET WEST OF A AL7631'METAL WITNESS POST. TO REACH THE AZIMUTH MARK FROM THE INTERSECTION AL7631'OF FOWLER AVENUE AND 56TH STREET, PROCEED SOUTH ON 56TH STREET 1.20 AL7631'MILES. STATION IS 0.2 MILE DUE EAST OF MAIN STATION ON PROPERTY OF AL7631'CORPUS CHRISTI ELEMENTARY SCHOOL, IN THE REAR NEAR BASEBALL FIELD. AL7631 AL7631 STATION RECOVERY (2003) AL7631 AL7631'RECOVERY NOTE BY AYRES ASSOCIATES 2003 AL7631'STATION IS 70'EAST OF THE CENTERLINE OF BEVERLY DRIVE, 78' NORTH OF AL7631'THE REAR PARKING LOT OF MERCANTILE BANK, 27' SOUTH OF THE U.S. POSTAL AL7631'SERVICE PARKING LOT, 21' SOUTH OF A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL0157 *********************************************************************** AL0157 DESIGNATION - U 101 RESET 1976 AL0157 PID - AL0157 AL0157 STATE/COUNTY- FL/HILLSBOROUGH AL0157 USGS QUAD - CITRUS PARK (1987) AL0157 AL0157 *CURRENT SURVEY CONTROL AL0157 ___________________________________________________________________ AL0157* NAD 83(1986)- 28 02 25. (N) 082 31 28. (W) SCALED AL0157* NAVD 88 - 9.77 (+/-2cm) 32.1 (feet) VERTCON AL0157 ___________________________________________________________________ AL0157 GEOID HEIGHT- -25.00 (meters) GEOID99 AL0157 AL0157 VERT ORDER - THIRD (See Below) AL0157 AL0157.The horizontal coordinates were scaled from a topographic map and have AL0157.an estimated accuracy of +/- 6 seconds. AL0157 AL0157.The NAVD 88 height was computed by applying the VERTCON shift value to AL0157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL0157.The vertical order pertains to the superseded datum. AL0157 AL0157.The geoid height was determined by GEOID99. AL0157 AL0157; North East Units Estimated Accuracy AL0157;SPC FL W - 410,780. 148,440. MT (+/- 180 meters Scaled) AL0157 AL0157 SUPERSEDED SURVEY CONTROL AL0157 AL0157 NGVD 29 - 10.03 (m) 32.9 (f) RESET 3 AL0157 AL0157.Superseded values are not recommended for survey control. AL0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0157.See file dsdata.txt to determine how the superseded data were derived. AL0157 AL0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM501026(NAD 83) AL0157_MARKER: DB = BENCH MARK DISK AL0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0157_STAMPING: U 101 RESET 1976 AL0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0157+STABILITY: SURFACE MOTION AL0157 AL0157 HISTORY - Date Condition Report By AL0157 HISTORY - 1976 MONUMENTED NGS AL0157 HISTORY - 20020304 MARK NOT FOUND USPSQD AL0157 AL0157 STATION DESCRIPTION AL0157 AL0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AL0157'2.7 MI E FROM TARPON. AL0157'3.4 MILES WEST ALONG STATE HIGHWAY 580 FROM ITS JUNCTION WITH AL0157'INTERSTATE HIGHWAY 75 IN THE NORTH SECTION OF TAMPA, THENCE AL0157'WEST ALONG LINEBAUGH AVENUE FOR 1.0 MILE, 21.3 FEET SOUTH OF AL0157'THE CENTER OF LINEBAUGH AVENUE, 19.5 FEET EAST OF THE CENTER AL0157'OF DRIVEWAY, 2 FEET WEST OF A POWER LINE POLE, 4.5 FEET WEST AL0157'OF A FENCE CORNER, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST AL0157'AND A DISK SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT AL0157'THAT IS SET FLUSH WITH THE GROUND SURFACE. AL0157 AL0157 STATION RECOVERY (2002) AL0157 AL0157'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH) AL0157'LOCATED WITNESS POST. GRADE NOW TO 1 FOOT BELOW TOP OF WITNESS POST. AL0157'GUNN HWY WIDENED TO 4 LANE DIVIDED HWY AND SIDEWALKS ADDED. GRADE HAS AL0157'CHANGED IN VICINITY OF MARK. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6505 *********************************************************************** AL6505 DESIGNATION - U 105 RESET 1958 AL6505 PID - AL6505 AL6505 STATE/COUNTY- FL/HILLSBOROUGH AL6505 USGS QUAD - SULPHUR SPRINGS (1995) AL6505 AL6505 *CURRENT SURVEY CONTROL AL6505 ___________________________________________________________________ AL6505* NAD 83(1986)- 28 01 57. (N) 082 24 17. (W) SCALED AL6505* NAVD 88 - 17.04 (meters) 55.9 (feet) RESET AL6505 ___________________________________________________________________ AL6505 GEOID HEIGHT- -25.13 (meters) GEOID99 AL6505 AL6505 VERT ORDER - THIRD AL6505 AL6505.The horizontal coordinates were scaled from a topographic map and have AL6505.an estimated accuracy of +/- 6 seconds. AL6505 AL6505.The orthometric height was computed from unverified reset data. AL6505 AL6505.The geoid height was determined by GEOID99. AL6505 AL6505; North East Units Estimated Accuracy AL6505;SPC FL W - 409,880. 160,210. MT (+/- 180 meters Scaled) AL6505 AL6505 SUPERSEDED SURVEY CONTROL AL6505 AL6505 NGVD 29 - 17.30 (m) 56.8 (f) RESET 3 AL6505 AL6505.Superseded values are not recommended for survey control. AL6505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6505.See file dsdata.txt to determine how the superseded data were derived. AL6505 AL6505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM619015(NAD 83) AL6505_MARKER: DB = BENCH MARK DISK AL6505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6505_STAMPING: U 105 RESET 1958 AL6505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6505+STABILITY: SURFACE MOTION AL6505 AL6505 HISTORY - Date Condition Report By AL6505 HISTORY - 1958 MONUMENTED CGS AL6505 HISTORY - 19910320 MARK NOT FOUND USPSQD AL6505 AL6505 STATION DESCRIPTION AL6505 AL6505'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 AL6505'2.2 MI E FROM SULPHUR SPRINGS. AL6505'2.2 MILES EAST ALONG TEMPLE TERRACE HIGHWAY FROM THE SEABOARD AL6505'AIR LINE RAILROAD STATION AT SULPHUR SPRINGS AT THE INTERSECTION AL6505'OF TEMPLE TERRACE HIGHWAY AND HYLEAH AVENUE, 45.5 FT. NORTH OF AL6505'THE CENTER LINE OF TEMPLE TERRACE HIGHWAY, 134 FT. EAST OF THE AL6505'CENTER LINE OF HYLEAH AVENUE, 52 FT. SOUTH SOUTHEAST OF THE AL6505'SOUTHEAST CORNER OF TEMPLE TERRACE HIGHWAY BAPTIST CHURCH, 4 FT. AL6505'WEST OF A POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH AL6505'PROJECTS 0.1 FT. ABOVE THE GROUND. AL6505 AL6505 STATION RECOVERY (1991) AL6505 AL6505'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF) AL6505'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG6254 *********************************************************************** AG6254 DESIGNATION - V 107 RESET 1957 AG6254 PID - AG6254 AG6254 STATE/COUNTY- FL/HILLSBOROUGH AG6254 USGS QUAD - FT LONESOME (1987) AG6254 AG6254 *CURRENT SURVEY CONTROL AG6254 ___________________________________________________________________ AG6254* NAD 83(1986)- 27 42 16. (N) 082 07 36. (W) SCALED AG6254* NAVD 88 - 29.43 (meters) 96.6 (feet) RESET AG6254 ___________________________________________________________________ AG6254 GEOID HEIGHT- -24.94 (meters) GEOID99 AG6254 AG6254 VERT ORDER - THIRD AG6254 AG6254.The horizontal coordinates were scaled from a topographic map and have AG6254.an estimated accuracy of +/- 6 seconds. AG6254 AG6254.The orthometric height was computed from unverified reset data. AG6254 AG6254.The geoid height was determined by GEOID99. AG6254 AG6254; North East Units Estimated Accuracy AG6254;SPC FL W - 373,470. 187,510. MT (+/- 180 meters Scaled) AG6254 AG6254 SUPERSEDED SURVEY CONTROL AG6254 AG6254 NGVD 29 - 29.71 (m) 97.5 (f) RESET 3 AG6254 AG6254.Superseded values are not recommended for survey control. AG6254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6254.See file dsdata.txt to determine how the superseded data were derived. AG6254 AG6254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL889649(NAD 83) AG6254_MARKER: DB = BENCH MARK DISK AG6254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6254_STAMPING: V 107 RESET 1957 AG6254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6254+STABILITY: SURFACE MOTION AG6254 AG6254 HISTORY - Date Condition Report By AG6254 HISTORY - 1957 MONUMENTED CGS AG6254 HISTORY - 1973 GOOD NGS AG6254 AG6254 STATION DESCRIPTION AG6254 AG6254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 AG6254'10.3 MI E FROM WIMAUMA. AG6254'10.3 MILES EAST ALONG STATE HIGHWAY 674 FROM THE SEABOARD AIR AG6254'LINE RAILROAD STATION AT WIMAUMA, ABOUT 215 YARDS EAST OF A AG6254'FENCE CORNER, 206 YARDS EAST OF A CONCRETE CULVERT, 97 FEET WEST AG6254'OF POLE 14.363A, 224.5 FEET EAST OF POLE 14.364, 2 FEET NORTH AG6254'OF A WIRE FENCE, 2 FEET NORTHWEST OF A 6-INCH SQUARE CONCRETE AG6254'RIGHT-OF-WAY POST, 5 FEET EAST OF A POST WITH A WITNESS SIGN AG6254'NAILED TO IT AND A DISK SET IN THE TOP OF A SQUARE CONCRETE AG6254'MONUMENT THAT IS PROJECTING 4-INCHES ABOVE THE GROUND SURFACE. AG6254'NOTICE-- THE POLES HAVE BEEN REPLACED AND THEIR LOCATION HAS AG6254'CHANGED. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7372 *********************************************************************** AG7372 DESIGNATION - V 256 RESET 1976 AG7372 PID - AG7372 AG7372 STATE/COUNTY- FL/HILLSBOROUGH AG7372 USGS QUAD - GIBSONTON (1987) AG7372 AG7372 *CURRENT SURVEY CONTROL AG7372 ___________________________________________________________________ AG7372* NAD 83(1986)- 27 52 05. (N) 082 23 12. (W) SCALED AG7372* NAVD 88 - 1.84 (+/-2cm) 6.0 (feet) VERTCON AG7372 ___________________________________________________________________ AG7372 GEOID HEIGHT- -24.90 (meters) GEOID99 AG7372 AG7372 VERT ORDER - THIRD (See Below) AG7372 AG7372.The horizontal coordinates were scaled from a topographic map and have AG7372.an estimated accuracy of +/- 6 seconds. AG7372 AG7372.The NAVD 88 height was computed by applying the VERTCON shift value to AG7372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7372.The vertical order pertains to the superseded datum. AG7372 AG7372.The geoid height was determined by GEOID99. AG7372 AG7372; North East Units Estimated Accuracy AG7372;SPC FL W - 391,650. 161,920. MT (+/- 180 meters Scaled) AG7372 AG7372 SUPERSEDED SURVEY CONTROL AG7372 AG7372 NGVD 29 - 2.11 (m) 6.9 (f) RESET 3 AG7372 AG7372.Superseded values are not recommended for survey control. AG7372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7372.See file dsdata.txt to determine how the superseded data were derived. AG7372 AG7372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL634833(NAD 83) AG7372_MARKER: DB = BENCH MARK DISK AG7372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7372_STAMPING: V 256 RESET 1976 AG7372_PROJECTION: FLUSH AG7372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7372+STABILITY: SURFACE MOTION AG7372 AG7372 HISTORY - Date Condition Report By AG7372 HISTORY - 1976 MONUMENTED NGS AG7372 AG7372 STATION DESCRIPTION AG7372 AG7372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG7372'0.7 MI NORTH FROM GIBSONTON. AG7372'0.7 MILE NORTH ALONG U.S. HIGHWAY 41 FROM THE SOUTH END OF THE AG7372'BRIDGE OVER THE ALAFIA RIVER AT GIBSONTON, 230.0 FEET NORTH-NORTHWEST AG7372'OF THE CENTER OF ROAD TO PLANT, 170 FEET SOUTH-SOUTHEAST OF THE AG7372'CENTER OF A CONCRETE BOX CULVERT HEADWALL, 49.3 FEET EAST OF THE AG7372'EAST RAIL OF OF EAST RAILROADD TRACK OF FOUR, 44.5 FEET WEST-SOUTHWEST AG7372'OF THE CENTER OF U.S. HIGHWAY 41 SOUTHBOUND LANE , 1.5 FEET AG7372'NORTH-NORTHWEST OF A POWERLINE POLE. AG7372'THE MARK IS 0.6 FT E FROM A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL7657 *********************************************************************** AL7657 DESIGNATION - VET C AL7657 PID - AL7657 AL7657 STATE/COUNTY- FL/HILLSBOROUGH AL7657 USGS QUAD - SULPHUR SPRINGS (1995) AL7657 AL7657 *CURRENT SURVEY CONTROL AL7657 ___________________________________________________________________ AL7657* NAD 83(1990)- 28 03 17.04683(N) 082 25 32.44564(W) ADJUSTED AL7657* NAVD 88 - 13.49 (+/-2cm) 44.3 (feet) VERTCON AL7657 ___________________________________________________________________ AL7657 LAPLACE CORR- -1.56 (seconds) DEFLEC99 AL7657 GEOID HEIGHT- -25.15 (meters) GEOID99 AL7657 AL7657 HORZ ORDER - SECOND AL7657 VERT ORDER - THIRD ? (See Below) AL7657 AL7657.The horizontal coordinates were established by classical geodetic methods AL7657.and adjusted by the National Geodetic Survey in May 1991. AL7657 AL7657.The NAVD 88 height was computed by applying the VERTCON shift value to AL7657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL7657.The vertical order pertains to the superseded datum. AL7657 AL7657.The Laplace correction was computed from DEFLEC99 derived deflections. AL7657 AL7657.The geoid height was determined by GEOID99. AL7657 AL7657; North East Units Scale Converg. AL7657;SPC FL W - 412,347.494 158,152.806 MT 0.99996278 -0 12 00.7 AL7657;UTM 17 - 3,104,085.663 359,886.383 MT 0.99984231 -0 40 14.3 AL7657 AL7657 SUPERSEDED SURVEY CONTROL AL7657 AL7657 NAD 83(1986)- 28 03 17.05272(N) 082 25 32.45559(W) AD( ) 2 AL7657 NGVD 29 - 13.75 (m) 45.1 (f) LEVELING 3 AL7657 AL7657.Superseded values are not recommended for survey control. AL7657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7657.See file dsdata.txt to determine how the superseded data were derived. AL7657 AL7657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5988604086(NAD 83) AL7657_MARKER: DH = HORIZONTAL CONTROL DISK AL7657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7657_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AL7657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7657+STABILITY: SURFACE MOTION AL7657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7657+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2003 AL7657 AL7657 HISTORY - Date Condition Report By AL7657 HISTORY - 1982 MONUMENTED FL-057 AL7657 HISTORY - 20030220 GOOD AYRES AL7657 AL7657 STATION DESCRIPTION AL7657 AL7657'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1982 (RSW) AL7657'THE STATION IS LOCATED AT THE INTERSECTION OF FOWLER AVENUE AND NORTH AL7657'30TH STREET (COUNTY ROAD 581). IN THE NORTHEAST CORNER OF AL7657'INTERSECTION. STATION IS IN THE SOUTHWEST CORNER OF THE CAMPUS OF THE AL7657'UNIVERSITY OF SOUTH FLORIDA. AL7657' AL7657'TO REACH THE STATION FROM THE INTERSECTION OF FOWLER AVENUE AND NORTH AL7657'30TH STREET(COUNTY ROAD 581), STATION IS IN NORTHEAST CORNER OF THE AL7657'INTERSECTION. AL7657' AL7657'THE STATION IS A STANDARD H.C.E.D. DISK STAMPED---VET C 1982---THE AL7657'SURFACE DISK IS SET INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT AL7657'FLUSH WITH THE GROUND, LOCATED 86.80 FEET, 26.46 METERS, SOUTH AL7657'SOUTHWEST OF A TRIPLE 8 INCH OAK TREE, 73.0 FEET, 22.25 METERS, SOUTH AL7657'SOUTHWEST OF A DOUBLE 10 INCH OAK TREE, 42.0 FEET, 12.80 METERS, NORTH AL7657'OF NORTH EDGE OF PAVEMENT OF FOWLER AVENUE, 11.1 FEET, 3.38 METERS, AL7657'SOUTHEAST OF SOUTH WEST POST OF UNIVERSITY OF SOUTH FLORIDA COLLEGE OF AL7657'MEDICINE SIGN, 1.9 FEET, 0.58 METERS, SOUTH OF A METAL WITNESS POST. AL7657'THERE IS NO UNDERGROUND MARK. AL7657' AL7657'AZIMUTH MARK IS A STANDARD H.C.E.D. DISK STAMPED---VET C AZ MK 1982--- AL7657'THE SURFACE DISK IS SET INTO THE TOP OF A 12 INCH ROUND CONCRETE AL7657'MONUMENT FLUSH WITH THE GROUND, LOCATED 119.5 FEET, 36.42 METERS, WEST AL7657'OF THE CENTERLINE OF NORTH MCKINLEY, 35.0 FEET, 10.67 METERS, SOUTH AL7657'OF THE CENTERLINE OF EAST BOUND FOWLER AVENUE, 35.3 FEET, 10.76 AL7657'METERS, NORTHWEST OF THE FENCE CORNER OF AN 8 FOOT CHAINLINK FENCE, AL7657'25.4 FEET, 7.7 METERS, NORTH OF A METAL WITNESS POST. TO REACH THE AL7657'AZIMUTH MARK FROM THE INTERSECTION OF 30TH STREET(COUNTY ROAD 581) AND AL7657'FOWLER AVENUE(STATE ROAD 582) GO EAST ON FOWLER AVENUE FOR 0.6 MILE TO AL7657'A T-STREET, MCKINLEY AVENUE, STATION SET IN THE SOUTHWEST CORNER OF AL7657'INTERSECTION. AL7657 AL7657 STATION RECOVERY (2003) AL7657 AL7657'RECOVERY NOTE BY AYRES ASSOCIATES 2003 AL7657'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG6263 *********************************************************************** AG6263 DESIGNATION - W 107 RESET 1957 AG6263 PID - AG6263 AG6263 STATE/COUNTY- FL/HILLSBOROUGH AG6263 USGS QUAD - DUETTE NE (1987) AG6263 AG6263 *CURRENT SURVEY CONTROL AG6263 ___________________________________________________________________ AG6263* NAD 83(1986)- 27 42 17. (N) 082 05 26. (W) SCALED AG6263* NAVD 88 - 30.58 (meters) 100.3 (feet) RESET AG6263 ___________________________________________________________________ AG6263 GEOID HEIGHT- -24.98 (meters) GEOID99 AG6263 AG6263 VERT ORDER - THIRD AG6263 AG6263.The horizontal coordinates were scaled from a topographic map and have AG6263.an estimated accuracy of +/- 6 seconds. AG6263 AG6263.The orthometric height was computed from unverified reset data. AG6263 AG6263.The geoid height was determined by GEOID99. AG6263 AG6263; North East Units Estimated Accuracy AG6263;SPC FL W - 373,490. 191,070. MT (+/- 180 meters Scaled) AG6263 AG6263 SUPERSEDED SURVEY CONTROL AG6263 AG6263 NGVD 29 - 30.98 (m) 101.6 (f) RESET 3 AG6263 AG6263.Superseded values are not recommended for survey control. AG6263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6263.See file dsdata.txt to determine how the superseded data were derived. AG6263 AG6263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL924649(NAD 83) AG6263_MARKER: DB = BENCH MARK DISK AG6263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6263_STAMPING: W 107 RESET 1957 AG6263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6263+STABILITY: SURFACE MOTION AG6263 AG6263 HISTORY - Date Condition Report By AG6263 HISTORY - 1957 MONUMENTED CGS AG6263 HISTORY - 1973 GOOD NGS AG6263 AG6263 STATION DESCRIPTION AG6263 AG6263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 AG6263'12.5 MI E FROM WIMAUMA. AG6263'12.5 MILES EAST ALONG STATE HIGHWAY 674 FROM THE SEABOARD AIR AG6263'LINE RAILROAD STATION AT WIMAUMA, 214.5 FEET WEST OF POWER LINE AG6263'POLE NUMBER 14.342, 50 FEET NORTH OF THE CENTER OF STATE HIGHWAY AG6263'674, 1.3 FEET SOUTH OF A FENCE, 0.8 FEET SOUTH OF A CONCRETE AG6263'WITNESS POST AND A DISK SET IN THE TOP OF A CONCRETE MONUMENT AG6263'THAT PROJECTS 3-INCHES ABOVE THE GROUND SURFACE. NOTICE-- THE AG6263'POLES HAVE BEEN REPLACED. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6318 *********************************************************************** AL6318 DESIGNATION - X 100 RESET 1967 AL6318 PID - AL6318 AL6318 STATE/COUNTY- FL/HILLSBOROUGH AL6318 USGS QUAD - CITRUS PARK (1987) AL6318 AL6318 *CURRENT SURVEY CONTROL AL6318 ___________________________________________________________________ AL6318* NAD 83(1986)- 28 05 51. (N) 082 35 48. (W) SCALED AL6318* NAVD 88 - 12.49 (meters) 41.0 (feet) RESET AL6318 ___________________________________________________________________ AL6318 GEOID HEIGHT- -25.05 (meters) GEOID99 AL6318 AL6318 VERT ORDER - THIRD AL6318 AL6318.The horizontal coordinates were scaled from a topographic map and have AL6318.an estimated accuracy of +/- 6 seconds. AL6318 AL6318.The orthometric height was computed from unverified reset data. AL6318 AL6318.The geoid height was determined by GEOID99. AL6318 AL6318; North East Units Estimated Accuracy AL6318;SPC FL W - 417,160. 141,370. MT (+/- 180 meters Scaled) AL6318 AL6318 SUPERSEDED SURVEY CONTROL AL6318 AL6318 NGVD 29 - 12.74 (m) 41.8 (f) RESET 3 AL6318 AL6318.Superseded values are not recommended for survey control. AL6318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6318.See file dsdata.txt to determine how the superseded data were derived. AL6318 AL6318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM431090(NAD 83) AL6318_MARKER: DB = BENCH MARK DISK AL6318_SETTING: 30 = WALKWAY AL6318_STAMPING: X 100 RESET 1967 AL6318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL6318 AL6318 HISTORY - Date Condition Report By AL6318 HISTORY - 1967 MONUMENTED FL2730 AL6318 AL6318 STATION DESCRIPTION AL6318 AL6318'DESCRIBED BY CITY OF ST PETERSBURG FLORIDA 1967 AL6318'6.4 MI NE FROM OLDSMAR. AL6318'ABOUT 0.45 MILES SOUTHEAST ALONG STATE HIGHWAY 580 FROM ITS AL6318'JUNCTION WITH STATE HIGHWAY 584 AT OLDSMAR, THENCE 6.0 MILES AL6318'NORTHEAST ALONG RACE TRACK ROAD, 0.25 MILE WEST OF THE KEYSTONE AL6318'METHODIST CHURCH, AT THE TANKS OF THE ST. PETERSBURG WATER AL6318'DEPARTMENT, 350 FEET SOUTH OF THE CENTER LINE OF RACE TRACK AL6318'ROAD, 4.5 FEET SOUTH OF A FLAG POLE, 17 FEET SOUTHWEST OF THE AL6318'NORTH CORNER OF THE FILTER BUILDING AND SET IN A RED STONE AL6318'WALKWAY.