1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG9186 *********************************************************************** AG9186 DESIGNATION - 081 AG9186 PID - AG9186 AG9186 STATE/COUNTY- FL/MANATEE AG9186 USGS QUAD - BRADENTON (1987) AG9186 AG9186 *CURRENT SURVEY CONTROL AG9186 ___________________________________________________________________ AG9186* NAD 83(1999)- 27 28 38.73842(N) 082 32 47.43764(W) ADJUSTED AG9186* NAVD 88 - 6.1 (meters) 20. (feet) VERTCON AG9186 ___________________________________________________________________ AG9186 X - 734,567.370 (meters) COMP AG9186 Y - -5,614,809.966 (meters) COMP AG9186 Z - 2,925,242.869 (meters) COMP AG9186 LAPLACE CORR- -1.40 (seconds) DEFLEC99 AG9186 ELLIP HEIGHT- -18.44 (meters) GPS OBS AG9186 GEOID HEIGHT- -24.38 (meters) GEOID99 AG9186 AG9186 HORZ ORDER - FIRST AG9186 ELLP ORDER - FOURTH CLASS I AG9186 AG9186.The horizontal coordinates were established by GPS observations AG9186.and adjusted by the National Geodetic Survey in June 2002. AG9186 AG9186.The NAVD 88 height was computed by applying the VERTCON shift value to AG9186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG9186 AG9186.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG9186 AG9186.The Laplace correction was computed from DEFLEC99 derived deflections. AG9186 AG9186.The ellipsoidal height was determined by GPS observations AG9186.and is referenced to NAD 83. AG9186 AG9186.The geoid height was determined by GEOID99. AG9186 AG9186; North East Units Scale Converg. AG9186;SPC FL W - 348,422.222 145,989.825 MT 0.99997717 -0 15 07.8 AG9186;UTM 17 - 3,040,268.111 347,205.241 MT 0.99988819 -0 42 49.3 AG9186 AG9186 SUPERSEDED SURVEY CONTROL AG9186 AG9186 NAD 83(1990)- 27 28 38.73697(N) 082 32 47.43707(W) AD( ) 1 AG9186 ELLIP HT - -18.31 (m) GP( ) 4 1 AG9186 NAD 83(1986)- 27 28 38.74022(N) 082 32 47.45022(W) AD( ) 1 AG9186 NGVD 29 - 6.4 (m) 21. (f) GPS OBS AG9186 AG9186.Superseded values are not recommended for survey control. AG9186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG9186.See file dsdata.txt to determine how the superseded data were derived. AG9186 AG9186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4720540268(NAD 83) AG9186_MARKER: DH = HORIZONTAL CONTROL DISK AG9186_SETTING: 2 = OBJECT DRIVEN INTO GROUND AG9186_STAMPING: 081 AG9186_MARK LOGO: FL-081 AG9186_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AG9186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG9186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG9186+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001 AG9186 AG9186 HISTORY - Date Condition Report By AG9186 HISTORY - 1987 MONUMENTED FL-081 AG9186 HISTORY - 20011212 GOOD FLDEP AG9186 AG9186 STATION DESCRIPTION AG9186 AG9186'DESCRIBED BY MANATEE COUNTY FLORIDA 1987 (TMJ) AG9186'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTHEAST OF BRADENTON AG9186'AND 10.0 MILES NORTH OF SARASOTA. AG9186' AG9186'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 64 AG9186'AND STATE ROAD 45 IN BRADENTON, GO EAST ON STATE ROAD 64 AG9186'(MANATEE AVENUE) FOR 1.5 MILES TO THE INYERSECTION WITH AG9186'STATE ROAD 70, TURN RIGHT, GO SOUTH ON STATE ROAD 70 AG9186'(15TH STREET EAST) FOR 1.2 MILES TO THE STATION ON THE LEFT. AG9186' AG9186'THE STATION IS A 3-1/4 INCH DIAMETER ALUMINUM DISK STAMPED--- AG9186'---MANATEE COUNTY GEOGRAPHIC INFORMATION SYSTEM.GIS 081--- . AG9186'DISK IS SET ON ONE THREE FOOT SECTION OF BERNTSEN TS-R-3 ROD ATTACHED AG9186'TO TWO THREE FOOT SECTIONS OF BERNTSEN HDR-R-3 RODS HAMMERED TO AG9186'REFUSAL. THE MARK IS 12 INCHES BELOW GROUND. IT IS 168 FEET NORTH OF AG9186'THE CENTER OF 26TH AVENUE EAST AND 93 FEET SOUTH OF THE CENTER OF AG9186'25TH AVENUE EAST, 39 FEET SOUTH OF A DIRT DRIVE AG9186'AND 30 FEET EAST 0F THE CENTER OF 15TH STREET EAST. AG9186'A CARSONITE WITNESS POST WAS SET 2 FEET EAST OF THE STATION. AG9186' AG9186'THE STATION IS REFERENCED BY A POWER POLE, FLORIDA DOT MARKER AG9186'AND TWO IRON RODS.THE STATION BEARS SW 125.56 FROM A REFERENCE AG9186'POINT STAMPED---LB 3639---3 FEET ABOVE GROUND IN THE NW FACE AG9186'OF A POWER POLE NUMBER 2501. THE STATION BEARS NNW 141.60 FEET AG9186'FROM A FLORIDA DOT MARKER. THE STATION BEARS NNE 169.409 FROM AG9186'AN IRON ROD IN PAVEMENT AT THE CENTERLINE INTERSECTION OF 26TH AVENUE AG9186'EAST AND 15TH STREET EAST. THE STATION BEARS WSW 46.18 FEET FROM AN AG9186'1/2 INCH IRON ROD 1 FOOT BELOW GROUND STAMPED---G.I.S. REF. PT.---. AG9186' AG9186'THE AZIMUTH MARK IS STAMPED---MANATEE COUNTY GEOGRAPHIC INFORMATION AG9186'SYSTEM AZIMUTH 081---. THE MARK IS 0.41 MILES SOUTH OF THE STATION. AG9186'THE MARK IS 12 INCHES BELOW GROUND LEVEL. AG9186'A CARSONITE WITNESS POST WAS SET 2 FEET EAST OF THE AZIMUTH MARK. AG9186'THE AZIMUTH MARK BEARS NE 59.79 FT FROM A REFERENCE POINT STAMPED--- AG9186'---LB 3639 REF. PT.---3 FEET ABOVE GROUND ON THE SOUTH FACE OF AN AG9186'UNNUMBERED POWER POLE. THE AZIMUTH MARK BEARS NW 107.04 FEET FROM AG9186'A REFERENCE POINT STAMPED---LB 3639 REF.PT.---2.5 FEET ABOVE GROUND AG9186'ON THE WEST FACE OF A POWER AND LIGHT POLE. AG9186 AG9186 STATION RECOVERY (2001) AG9186 AG9186'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (PBM) AG9186'THE MARK IS ABOUT 3.0 MI SOUTHEAST OF BRADENTON, IN SECTION 31, AG9186'TOWNSHIP 34 SOUTH, RANGE AG9186'18 EAST. AG9186' AG9186'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE I-75 AND STATE ROAD AG9186'64 ON THE EAST AG9186'SIDE OF BRADENTON, GO WEST ON STATE ROAD 64 (MANATEE AVENUE EAST) FOR AG9186'4.75 MI TO THE AG9186'INTERSECTION OF 15TH STREET EAST (STATE ROAD 70 SOUTH), TURN LEFT ON AG9186'15TH STREET EAST AG9186'(STATE ROAD 70 SOUTH) AND GO SOUTH FOR 1.2 MI TO THE MARK ON THE LEFT, AG9186'A 3-1/4-INCH AG9186'ALUMINUM DISK, RECESSED 1.6 FT BELOW THE LEVEL OF THE GROUND AND 1.6 AG9186'FT BELOW THE LEVEL AG9186'OF 15TH STREET EAST. AG9186' AG9186'LOCATED 168.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF 26TH STREET AG9186'EAST, 93.0 FT SOUTH AG9186'OF THE APPROXIMATE CENTERLINE OF 25TH STREET EAST, 39.0 FT SOUTH OF AG9186'THE APPROXIMATE AG9186'CENTERLINE OF THE DIRT ROAD, 30.0 FT EAST OF THE APPROXIMATE AG9186'CENTERLINE OF 15TH STREET AG9186'EAST AND 2.0 FT WEST OF A CARSONITE WITNESS POST. AG9186' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG7672 *********************************************************************** AG7672 TIDAL BM - This is a Tidal Bench Mark. AG7672 DESIGNATION - 872 6353 E TIDAL AG7672 PID - AG7672 AG7672 STATE/COUNTY- FL/MANATEE AG7672 USGS QUAD - PALMETTO (1987) AG7672 AG7672 *CURRENT SURVEY CONTROL AG7672 ___________________________________________________________________ AG7672* NAD 83(1986)- 27 36 03. (N) 082 33 06. (W) SCALED AG7672* NAVD 88 - 0.586 (meters) 1.92 (feet) ADJUSTED AG7672 ___________________________________________________________________ AG7672 GEOID HEIGHT- -24.44 (meters) GEOID99 AG7672 DYNAMIC HT - 0.585 (meters) 1.92 (feet) COMP AG7672 MODELED GRAV- 979,150.6 (mgal) NAVD 88 AG7672 AG7672 VERT ORDER - SECOND CLASS I AG7672 AG7672.The horizontal coordinates were scaled from a topographic map and have AG7672.an estimated accuracy of +/- 6 seconds. AG7672 AG7672.The orthometric height was determined by differential leveling AG7672.and adjusted by the National Geodetic Survey in June 1991. AG7672 AG7672.This Tidal Bench Mark is designated as VM 6211 AG7672.by the Center for Operational Oceanographic Products and Services. AG7672 AG7672.The geoid height was determined by GEOID99. AG7672 AG7672.The dynamic height is computed by dividing the NAVD 88 AG7672.geopotential number by the normal gravity value computed on the AG7672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7672.degrees latitude (g = 980.6199 gals.). AG7672 AG7672.The modeled gravity was interpolated from observed gravity values. AG7672 AG7672; North East Units Estimated Accuracy AG7672;SPC FL W - 362,100. 145,540. MT (+/- 180 meters Scaled) AG7672 AG7672 SUPERSEDED SURVEY CONTROL AG7672 AG7672.No superseded survey control is available for this station. AG7672 AG7672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL468539(NAD 83) AG7672_MARKER: DJ = TIDAL STATION DISK AG7672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7672_STAMPING: 6353 E 1977 AG7672_MARK LOGO: NOS AG7672_PROJECTION: RECESSED 5 CENTIMETERS AG7672_MAGNETIC: N = NO MAGNETIC MATERIAL AG7672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7672+STABILITY: SURFACE MOTION AG7672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG7672+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2002 AG7672 AG7672 HISTORY - Date Condition Report By AG7672 HISTORY - 1977 MONUMENTED NOS AG7672 HISTORY - 1983 GOOD FLDNR AG7672 HISTORY - 20020602 GOOD FLDEP AG7672 AG7672 STATION DESCRIPTION AG7672 AG7672'DESCRIBED BY FL DEPT OF NAT RES 1983 AG7672'12.15 MI SW FROM RUSKIN. AG7672'BEGIN AT THE RUSKIN POST OFFICE, GO 11.35 MILES SOUTHWEST ON U.S. AG7672'HIGHWAY 41 TO THE JUNCTION OF BISHOP HARBOR ROAD, GO 0.8 MILE WEST ON AG7672'BISHOP HARBOR ROAD TO A PRIVATE BOAT LAUNCH ON THE RIGHT WHERE THE AG7672'PAVED ROAD MAKES A 90-DEGREE LEFT TURN. THE MARK BEARS 19 FEET SOUTH AG7672'OF THE CENTERLINE OF BISHOP HARBOR ROAD, 1.8 FEET EAST OF TELEPHONE AG7672'POLE 201-20, AND 96 FEET SOUTHEAST OF THE WEST GATE POST TO THE BOAT AG7672'LAUNCH. AG7672 AG7672 STATION RECOVERY (2002) AG7672 AG7672'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ) AG7672'THE MARK IS ABOUT 8.0 MI NORTH-NORTHEAST OF BRADENTON, IN SECTION 24, AG7672'TOWNSHIP 33 SOUTH, AG7672'RANGE 17 EAST. AG7672' AG7672'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 75 AND COUNTY ROAD 6 AG7672'(MOCCASIN AG7672'WALLOW ROAD) ABOUT 4.9 MI NORTHWEST OF PARRISH, GO WEST ON COUNTY ROAD AG7672'6 AG7672'(MOCCASIN WALLOW ROAD) FOR 2.2 MI TO THE INTERSECTION OF U.S. HIGHWAY AG7672'41, CONTINUE WEST AG7672'ON BISHOP HARBOR ROAD FOR 0.75 MI TO THE MARK ON THE LEFT, SET IN THE AG7672'TOP OF A ROUND AG7672'CONCRETE MONUMENT, RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND AG7672'ABOUT 0.8 FT AG7672'BELOW THE LEVEL OF BISHOP HARBOR ROAD. AG7672' AG7672'LOCATED 176.8 FT EAST OF THE CENTER OF A METAL GATE, 87.1 FT SOUTHEAST AG7672'OF THE CENTERLINE AG7672'OF AN UNIMPROVED BOAT RAMP, 19.0 FT SOUTH OF THE APPROXIMATE AG7672'CENTERLINE OF BISHOP AG7672'HARBOR ROAD, 9.1 FT SOUTH OF THE EDGE OF THE PAVEMENT OF BISHOP HARBOR AG7672'ROAD, 3.3 FT AG7672'SOUTHEAST OF A GTE TELEPHONE CABLE WARNING PEDESTAL AND 1.5 FT NORTH AG7672'OF A CARSONITE AG7672'WITNESS POST. AG7672' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG1463 *********************************************************************** AG1463 DESIGNATION - BOOM AG1463 PID - AG1463 AG1463 STATE/COUNTY- FL/MANATEE AG1463 USGS QUAD - MYAKKA HEAD (1987) AG1463 AG1463 *CURRENT SURVEY CONTROL AG1463 ___________________________________________________________________ AG1463* NAD 83(1999)- 27 28 04.61918(N) 082 04 31.54154(W) ADJUSTED AG1463* NAVD 88 - 27.4 (meters) 90. (feet) VERTCON AG1463 ___________________________________________________________________ AG1463 X - 780,776.010 (meters) COMP AG1463 Y - -5,609,079.104 (meters) COMP AG1463 Z - 2,924,320.822 (meters) COMP AG1463 LAPLACE CORR- -0.57 (seconds) DEFLEC99 AG1463 ELLIP HEIGHT- 2.67 (meters) GPS OBS AG1463 GEOID HEIGHT- -24.73 (meters) GEOID99 AG1463 AG1463 HORZ ORDER - SECOND AG1463 ELLP ORDER - FOURTH CLASS I AG1463 AG1463.The horizontal coordinates were established by classical geodetic methods AG1463.and adjusted by the National Geodetic Survey in June 2002. AG1463 AG1463.The NAVD 88 height was computed by applying the VERTCON shift value to AG1463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG1463 AG1463.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG1463 AG1463.The Laplace correction was computed from DEFLEC99 derived deflections. AG1463 AG1463.The ellipsoidal height was determined by GPS observations AG1463.and is referenced to NAD 83. AG1463 AG1463.The geoid height was determined by GEOID99. AG1463 AG1463; North East Units Scale Converg. AG1463;SPC FL W - 347,255.476 192,545.057 MT 0.99994186 -0 02 05.2 AG1463;UTM 17 - 3,038,726.714 393,742.784 MT 0.99973937 -0 29 45.9 AG1463 AG1463: Primary Azimuth Mark Grid Az AG1463:SPC FL W - BOOM AZ MK 235 59 57.5 AG1463:UTM 17 - BOOM AZ MK 236 27 38.2 AG1463 AG1463|---------------------------------------------------------------------| AG1463| PID Reference Object Distance Geod. Az | AG1463| dddmmss.s | AG1463| CW6943 BOOM RM 1 31.797 METERS 04853 | AG1463| CW6944 BOOM RM 2 30.892 METERS 14735 | AG1463| CW6942 BOOM AZ MK 2355752.3 | AG1463|---------------------------------------------------------------------| AG1463 AG1463 SUPERSEDED SURVEY CONTROL AG1463 AG1463 NAD 83(1990)- 27 28 04.61708(N) 082 04 31.54068(W) AD( ) 2 AG1463 ELLIP HT - 2.81 (m) GP( ) 4 1 AG1463 NAD 83(1986)- 27 28 04.61375(N) 082 04 31.55519(W) AD( ) 2 AG1463 NAD 27 - 27 28 03.47141(N) 082 04 32.24126(W) AD( ) 2 AG1463 NGVD 29 - 27.7 (m) 91. (f) GPS OBS AG1463 AG1463.Superseded values are not recommended for survey control. AG1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1463.See file dsdata.txt to determine how the superseded data were derived. AG1463 AG1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL9374338727(NAD 83) AG1463_MARKER: DS = TRIANGULATION STATION DISK AG1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG1463_STAMPING: BOOM 1937 AG1463_MARK LOGO: CGS AG1463_PROJECTION: PROJECTING 15 CENTIMETERS AG1463_MAGNETIC: N = NO MAGNETIC MATERIAL AG1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG1463+STABILITY: SURFACE MOTION AG1463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG1463+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2002 AG1463 AG1463 HISTORY - Date Condition Report By AG1463 HISTORY - 1937 MONUMENTED CGS AG1463 HISTORY - 1948 GOOD FLDT AG1463 HISTORY - 1964 GOOD CGS AG1463 HISTORY - 19870526 GOOD AG1463 HISTORY - 20020513 GOOD FLDEP AG1463 AG1463 STATION DESCRIPTION AG1463 AG1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RAE) AG1463'THIS STATION IS ABOUT 19.9 MILES BY ROAD W BY S OF WAUCHULA, AG1463'11.2 MILES BY ROAD N BY E OF MYAKKA CITY, ON THE SE SIDE OF AG1463'MACADAM ROAD BETWEEN MYAKKA CITY AND WAUCHULA. STATION IS IN AG1463'OPEN, PARTLY CLEARED, IDLE GROUND. 55.0 FEET SE OF CENTER LINE AG1463'OF PAVED ROAD. 37.0 FEET NE OF SAND ROAD AND ABOUT 180 FEET SE AG1463'OF OLD STUCCO TWO-STORY BUILDING INTENDED FOR CITY HALL. MARK AG1463'PROJECTS ABOUT 1/2 INCH. AG1463' AG1463'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD AG1463'BRONZE DISKS SET IN CONCRETE. AG1463' AG1463'REFERENCE MARK NO. 1 IS NE OF THE STATION. 48.5 FEET SE OF THE AG1463'CENTER LINE OF THE PAVED ROAD. MARK PROJECTS ABOUT 4 INCHES. AG1463' AG1463'REFERENCE MARK NO. 2 IS SSE OF THE STATION. 29.3 FEET NE OF AG1463'THE CENTER LINE OF THE SAND ROAD. MARK PROJECTS ABOUT 5 INCHES. AG1463' AG1463'AZIMUTH MARK IS 0.4 MILE SW ALONG PAVED HIGHWAY. 28.0 FEET NW AG1463'OF CENTER LINE OF PAVED ROAD. 10 FEET N OF 8-INCH PINE AG1463'STUMP. MARK PROJECTS ABOUT 4 INCHES. AG1463' AG1463'TO REACH FROM THE JUNCTION OF STATE ROUTE 32 AND U.S. HIGHWAY AG1463'17 IN W PART OF WAUCHULA WHERE ROUTE 32 TURNS E, TURN W ON AG1463'UN-NUMBERED ROAD AND GO 19.9 MILES OR 10.5 MILES WESTWARD OR ON AG1463'A RAILROAD DEPOT TO THE STATION SITE ON SE SIDE OF THE ROAD. TO AG1463'REACH FROM MYAKKA CITY, GO NORTHWARD ON WAUCHULA ROAD (MACADAM) AG1463'11.2 MILES TO STATION SITE ON SE SIDE OF THE ROAD. AG1463' AG1463'HEIGHT OF LIGHT ABOVE STATION MARK 34.7 METERS. AG1463 AG1463 STATION RECOVERY (1948) AG1463 AG1463'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1948 (WMP) AG1463'LETTER OF MR. W.M. PARKER, DIV. ENGR., STATE ROAD DEPT. OF FLA., AG1463'TALLAHASSEE, DATED 11/5/48-- AG1463' AG1463'STATION AND R.M.S 1 AND 2 WERE FOUND IN GOOD CONDITION AS AG1463'DESCRIBED, EXCEPT OLD CITY HALL BUILDING HAS BEEN AG1463'DESTROYED. ROAD NUMBER IS NOW STATE HIGHWAY 64. AG1463 AG1463 STATION RECOVERY (1964) AG1463 AG1463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VRS) AG1463'ALL SURFACE MARKS WERE RECOVERED IN GOOD CONDITION. THE OLD TWO AG1463'STORY STUCCO BUILDING HAS BEEN REMOVED. AG1463' AG1463'THE STATION IS LOCATED ABOUT 18 MILES WEST OF ZOLFO SPRINGS, AG1463'10 MILES WEST OF ONA AND 1.3 MILE WEST OF THE MANATEE-HARDEE AG1463'COUNTY LINE, ON THE SOUTH SIDE OF STATE ROAD 64. AG1463' AG1463'TO REACH THE STATION FROM THE RAILROAD CROSSING IN ONA, GO WEST AG1463'ON STATE ROAD 64 FOR 8.85 MILES TO THE MANATEE-HARDEE COUNTY AG1463'LINE, CONTINUE WEST ON STATE ROAD 64 FOR 1.35 MILE TO A DIRT AG1463'ROAD (NORTH) AND THE STATION ON THE LEFT. AG1463' AG1463'THE STATION MARK, A STANDARD DISK STAMPED BOOM 1937 SET IN THE AG1463'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES, AG1463'IS 56 FEET SOUTHEAST OF STATE ROAD 64, 40 FEET NORTHEAST OF THE AG1463'EXTENDED CENTERLINE OF THE DIRT ROAD, 30 FEET NORTH OF A FENCE AG1463'AND 1.5 FOOT SOUTHEAST OF A WITNESS SIGN. AG1463' AG1463'REFERENCE MARK 1, A STANDARD DISK STAMPED BOOM NO 1 1937 SET AG1463'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 3 AG1463'INCHES, IS 49.5 FEET SOUTHEAST OF THE CENTER OF STATE ROAD 64, AG1463'AND 49 FEET SOUTH OF REA POLE 12-215. AG1463' AG1463'REFERENCE MARK 2, A STANDARD DISK STAMPED BOOM NO 2 1937 SET AG1463'IN THE TOP OF A 12-INCH CONCRETE MONUMENT PROJECTING 4 INCHES, AG1463'IS 160 FEET SOUTHEAST OF STATE ROAD 64 AND 40 FEET NORTHEAST OF AG1463'THE EXTENDED CENTERLINE OF THE DIRT ROAD. AG1463' AG1463'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED BOOM AG1463'1937 AZIMUTH SET IN THE TOP OF A 12-INCH SQUARE CONCRETE AG1463'MONUMENT PROJECTING 2 INCHES, 0.4 MILE SOUTHWEST OF THE STATION, AG1463'28 FEET NORTHWEST OF STATE ROAD 64, ACROSS THE WAY FROM REA AG1463'POWER POLE 12-220, 51 FEET SOUTHEAST OF A TELEPHONE POLE AND 1.0 AG1463'FOOT NORTHWEST OF A FENCE AND WITNESS SIGN. AG1463 AG1463 STATION RECOVERY (1987) AG1463 AG1463'RECOVERED 1987 AG1463'RECOVERED IN GOOD CONDITION. AG1463 AG1463 STATION RECOVERY (2002) AG1463 AG1463'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (PBM) AG1463'THE MARK IS ABOUT 22.5 MI EAST OF PARRISH, 15.5 MI SOUTHWEST OF AG1463'WAUCHULA, IN SECTION 2, AG1463'TOWNSHIP 35 SOUTH, RANGE 22 EAST. AG1463' AG1463'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE ROAD AG1463'62 IN PARRISH, GO AG1463'EAST ON STATE ROAD 62 FOR 3.85 MI TO THE JUNCTION OF CORBETT JOHN ROAD AG1463'ON THE LEFT, AG1463'CONTINUE EAST ON STATE ROAD 62 FOR 4.45 MI TO THE JUNCTION OF SAFFOLD AG1463'ROAD ON THE LEFT, AG1463'CONTINUE EAST ON STATE ROAD 62 FOR 8.8 MI TO THE JUNCTION OF COUNTY AG1463'ROAD 39 ON THE LEFT, AG1463'CONTINUE EAST ON STATE ROAD 62 FOR 2.1 MI TO THE JUNCTION OF STATE AG1463'ROAD 37 ON THE LEFT, AG1463'CONTINUE EAST ON STATE ROAD 62 FOR 0.9 MI TO THE JUNCTION OF DUETTE AG1463'ROAD ON THE RIGHT, AG1463'TURN RIGHT ON DUETTE ROAD AND GO SOUTH FOR 10.05 MI TO THE JUNCTION OF AG1463'STATE ROAD 64 AG1463'AND THE MARK ON THE SOUTH SIDE OF THE JUNCTION, SET IN THE TOP OF A AG1463'SQUARE CONCRETE AG1463'MONUMENT PROJECTING 0.6 FT ABOVE THE LEVEL OF THE GROUND AND 0.6 FT AG1463'ABOVE THE LEVEL OF AG1463'STATE ROAD 64. AG1463' AG1463'LOCATED 85.1 FT SOUTH-SOUTHEAST OF THE POINT OF INTERSECTION OF DUETTE AG1463'ROAD AND STATE AG1463'ROAD 64, 68.8 FT EAST-NORTHEAST OF A POWER POLE WITH 2 TRANSFORMERS AG1463'AND A LIGHT AG1463'ATTACHED, 51.7 FT SOUTHEAST OF THE APPROXIMATE CENTERLINE OF STATE AG1463'ROAD 64 AND 1.6 FT AG1463'EAST-SOUTHEAST OF A METAL WITNESS POST. AG1463' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG9363 *********************************************************************** AG9363 CBN - This is a Cooperative Base Network Control Station. AG9363 DESIGNATION - FLGPS 49 AG9363 PID - AG9363 AG9363 STATE/COUNTY- FL/MANATEE AG9363 USGS QUAD - MYAKKA CITY (1972) AG9363 AG9363 *CURRENT SURVEY CONTROL AG9363 ___________________________________________________________________ AG9363* NAD 83(1999)- 27 20 16.06691(N) 082 08 28.36289(W) ADJUSTED AG9363* NAVD 88 - 14.3 (meters) 47. (feet) GPS OBS AG9363 ___________________________________________________________________ AG9363 X - 775,241.504 (meters) COMP AG9363 Y - -5,616,535.923 (meters) COMP AG9363 Z - 2,911,510.897 (meters) COMP AG9363 LAPLACE CORR- -0.40 (seconds) DEFLEC99 AG9363 ELLIP HEIGHT- -10.24 (meters) GPS OBS AG9363 GEOID HEIGHT- -24.51 (meters) GEOID99 AG9363 AG9363 HORZ ORDER - B AG9363 ELLP ORDER - FIFTH CLASS I AG9363 AG9363.The horizontal coordinates were established by GPS observations AG9363.and adjusted by the National Geodetic Survey in May 2001. AG9363 AG9363.The orthometric height was determined by GPS observations and a AG9363.high-resolution geoid model. AG9363 AG9363.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG9363 AG9363.The Laplace correction was computed from DEFLEC99 derived deflections. AG9363 AG9363.The ellipsoidal height was determined by GPS observations AG9363.and is referenced to NAD 83. AG9363 AG9363.The geoid height was determined by GEOID99. AG9363 AG9363; North East Units Scale Converg. AG9363;SPC FL W - 332,839.684 186,026.964 MT 0.99994359 -0 03 53.5 AG9363;UTM 17 - 3,024,366.543 387,110.380 MT 0.99975731 -0 31 26.9 AG9363 AG9363: Primary Azimuth Mark Grid Az AG9363:SPC FL W - FLGPS 49 AZ MK 293 22 08.7 AG9363:UTM 17 - FLGPS 49 AZ MK 293 49 42.1 AG9363 AG9363|---------------------------------------------------------------------| AG9363| PID Reference Object Distance Geod. Az | AG9363| dddmmss.s | AG9363| AG9374 FLGPS 49 AZ MK APPROX. 0.8 KM 2931815.2 | AG9363|---------------------------------------------------------------------| AG9363 AG9363 SUPERSEDED SURVEY CONTROL AG9363 AG9363 NAD 83(1990)- 27 20 16.06547(N) 082 08 28.36245(W) AD( ) B AG9363 ELLIP HT - -10.13 (m) GP( ) 4 1 AG9363 NGVD 29 - 14.6 (m) 48. (f) GPS OBS AG9363 AG9363.Superseded values are not recommended for survey control. AG9363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG9363.See file dsdata.txt to determine how the superseded data were derived. AG9363 AG9363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8711024367(NAD 83) AG9363_MARKER: F = FLANGE-ENCASED ROD AG9363_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AG9363_STAMPING: FLGPS 49 1989 AG9363_MARK LOGO: NGS AG9363_PROJECTION: FLUSH AG9363_MAGNETIC: N = NO MAGNETIC MATERIAL AG9363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG9363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG9363+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2002 AG9363_ROD/PIPE-DEPTH: 24.4 meters AG9363_SLEEVE-DEPTH : 0.9 meters AG9363 AG9363 HISTORY - Date Condition Report By AG9363 HISTORY - 1989 MONUMENTED NGS AG9363 HISTORY - 20020420 GOOD FLDEP AG9363 AG9363 STATION DESCRIPTION AG9363 AG9363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 AG9363'THE STATION IS LOCATED ABOUT 41.04 KM (25.50 MI) SOUTHWEST OF AG9363'WAUCHULA, 2.74 KM (1.70 MI) SOUTHEAST OF MYAKKA CITY, IN SECTION 19, T AG9363'36 S, R 22 E. OWNERSHIP--STATE ROAD RIGHT-OF-WAY. AG9363'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 70 AND THE AG9363'WAUCHULA-MYAKKA ROAD IN MYAKKA CITY, GO EAST FOR 2.33 KM (1.45 MI) ON AG9363'STATE ROAD 70 TO THE STATION ON LEFT. AG9363'THE STATION IS RECESSED 10 CM BELOW GROUND. LOCATED 14.63 M AG9363'(48.0 FT) NORTH-NORTHEAST FROM THE APPROXIMATE CENTER OF STATE ROAD AG9363'70, 6.22 M (20.4 FT) SOUTH-SOUTHWEST FROM A FENCE LINE, 6.22 M AG9363'(20.4 FT) SOUTHWEST FROM A CARSONITE WITNESS POST AND 6.10 M AG9363'(20.0 FT) SOUTH-SOUTHWEST FROM AT+T WITNESS POST NUMBER 537. AG9363'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. AG9363'DESCRIBED BY R.L. MALLOY. AG9363 AG9363 STATION RECOVERY (2002) AG9363 AG9363'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ) AG9363'THE MARK IS ABOUT 1.6 MI SOUTHEAST OF MYAKKA CITY, IN SECTION 19, AG9363'TOWNSHIP 36 SOUTH, AG9363'RANGE 22 EAST. AG9363' AG9363'TO REACH THE STATION FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON AG9363'STATE ROAD 70 FOR AG9363'1.7 MI TO THE STATION ON THE LEFT, A STAINLESS STEEL ROD IN A SLEEVE AG9363'DRIVEN TO REFUSAL AT A AG9363'DEPTH OF 80.0 FT WITH AN NGS LOGO CAP FLUSH WITH THE GROUND AND ABOUT AG9363'1.0 FT BELOW THE AG9363'LEVEL OF STATE ROAD 70, THE DATUM POINT IS RECESSED 0.3 FT BELOW THE AG9363'LEVEL OF THE NGS AG9363'LOGO CAP. AG9363' AG9363'LOCATED 48.0 FT NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF STATE AG9363'ROAD 70, 35.3 FT AG9363'NORTH-NORTHEAST OF THE EDGE OF THE PAVEMENT OF STATE ROAD 70, 20.4 FT AG9363'SOUTH-SOUTHWEST OF A BARB WIRE FENCE, 20.4 FT SOUTH-SOUTHWEST OF A AG9363'CARSONITE WITNESS AG9363'POST AND 20.0 FT SOUTH-SOUTHWEST FROM AN ATT FIBER OPTIC CABLE WARNING AG9363'POST NUMBER AG9363'537. AG9363' AG9363'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. AG9363' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG9374 *********************************************************************** AG9374 DESIGNATION - FLGPS 49 AZ MK AG9374 PID - AG9374 AG9374 STATE/COUNTY- FL/MANATEE AG9374 USGS QUAD - MYAKKA CITY (1972) AG9374 AG9374 *CURRENT SURVEY CONTROL AG9374 ___________________________________________________________________ AG9374* NAD 83(1999)- 27 20 26.58347(N) 082 08 55.70392(W) ADJUSTED AG9374* NAVD 88 - 14.1 (meters) 46. (feet) VERTCON AG9374 ___________________________________________________________________ AG9374 X - 774,476.684 (meters) COMP AG9374 Y - -5,616,491.241 (meters) COMP AG9374 Z - 2,911,798.378 (meters) COMP AG9374 LAPLACE CORR- -0.42 (seconds) DEFLEC99 AG9374 ELLIP HEIGHT- -10.38 (meters) GPS OBS AG9374 GEOID HEIGHT- -24.51 (meters) GEOID99 AG9374 AG9374 HORZ ORDER - FIRST AG9374 ELLP ORDER - FIFTH CLASS I AG9374 AG9374.The horizontal coordinates were established by GPS observations AG9374.and adjusted by the National Geodetic Survey in December 2001. AG9374 AG9374.The NAVD 88 height was computed by applying the VERTCON shift value to AG9374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG9374 AG9374.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG9374 AG9374.The Laplace correction was computed from DEFLEC99 derived deflections. AG9374 AG9374.The ellipsoidal height was determined by GPS observations AG9374.and is referenced to NAD 83. AG9374 AG9374.The geoid height was determined by GEOID99. AG9374 AG9374; North East Units Scale Converg. AG9374;SPC FL W - 333,164.241 185,275.844 MT 0.99994385 -0 04 06.0 AG9374;UTM 17 - 3,024,697.050 386,362.025 MT 0.99975941 -0 31 39.7 AG9374 AG9374: Primary Azimuth Mark Grid Az AG9374:SPC FL W - FLGPS 49 113 22 08.6 AG9374:UTM 17 - FLGPS 49 113 49 42.3 AG9374 AG9374|---------------------------------------------------------------------| AG9374| PID Reference Object Distance Geod. Az | AG9374| dddmmss.s | AG9374| AG9363 FLGPS 49 APPROX. 0.8 KM 1131802.6 | AG9374|---------------------------------------------------------------------| AG9374 AG9374 SUPERSEDED SURVEY CONTROL AG9374 AG9374 NAD 83(1990)- 27 20 26.58203(N) 082 08 55.70348(W) AD( ) 1 AG9374 NGVD 29 - 14.4 (m) 47. (f) GPS OBS AG9374 AG9374.Superseded values are not recommended for survey control. AG9374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG9374.See file dsdata.txt to determine how the superseded data were derived. AG9374 AG9374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8636224697(NAD 83) AG9374_MARKER: F = FLANGE-ENCASED ROD AG9374_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AG9374_STAMPING: FLGPS 49 AZ MK 1989 AG9374_MARK LOGO: NGS AG9374_PROJECTION: FLUSH AG9374_MAGNETIC: N = NO MAGNETIC MATERIAL AG9374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG9374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG9374+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2002 AG9374_ROD/PIPE-DEPTH: 21.5 meters AG9374_SLEEVE-DEPTH : 0.9 meters AG9374 AG9374 HISTORY - Date Condition Report By AG9374 HISTORY - 1989 MONUMENTED NGS AG9374 HISTORY - 20020420 GOOD FLDEP AG9374 AG9374 STATION DESCRIPTION AG9374 AG9374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 AG9374'THE STATION IS LOCATED ABOUT 41.04 KM (25.50 MI) SOUTHWEST OF AG9374'WAUCHULA, 1.77 KM (1.10 MI) SOUTHEAST OF MYAKKA CITY, IN SECTION 18, T AG9374'36 S, R 22 E. OWNERSHIP--STATE ROAD RIGHT-OF-WAY. AG9374'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 70 AND THE AG9374'WAUCHULA-MYAKKA ROAD IN MYAKKA CITY, GO EAST FOR 1.61 KM (1.00 MI) ON AG9374'STATE ROAD 70 TO THE STATION ON LEFT. AG9374'THE STATION IS RECESSED 10 CM BELOW GROUND. LOCATED 15.85 M AG9374'(52.0 FT) NORTH-NORTHEAST FROM THE APPROXIMATE CENTER OF STATE ROAD AG9374'70, 5.15 M (16.9 FT) SOUTH-SOUTHWEST FROM A FENCE LINE, 5.03 M AG9374'(16.5 FT) SOUTHWEST FROM A CARSONITE WITNESS POST AND 4.97 M AG9374'(16.3 FT) SOUTH-SOUTHWEST FROM AT+T WITNESS POST NUMBER 533. AG9374'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. AG9374'DESCRIBED BY R.L. MALLOY. AG9374 AG9374 STATION RECOVERY (2002) AG9374 AG9374'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ) AG9374'THE STATION IS ABOUT 1.1 MI SOUTHEAST OF MYAKKA CITY, IN SECTION 18, AG9374'TOWNSHIP 36 SOUTH, AG9374'RANGE 22 EAST. AG9374' AG9374'TO REACH THE STATION FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON AG9374'STATE ROAD 70 FOR AG9374'1.2 MI TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD IN A SLEEVE AG9374'DRIVEN TO REFUSAL AT A AG9374'DEPTH OF 70.5 FT WITH AN NGS LOGO CAP FLUSH WITH THE GROUND AND ABOUT AG9374'1.0 FT BELOW THE AG9374'LEVEL OF STATE ROAD 70, THE DATUM POINT IS RECESSED 0.3 FT BELOW THE AG9374'LEVEL OF THE NGS AG9374'LOGO CAP. AG9374' AG9374'LOCATED 52.0 FT NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF STATE AG9374'ROAD 70, 39.3 FT AG9374'NORTH-NORTHEAST OF THE EDGE OF THE PAVEMENT OF STATE ROAD 70, 16.9 FT AG9374'SOUTH-SOUTHWEST OF A BARB WIRE FENCE, 16.5 FT SOUTHWEST OF A CARSONITE AG9374'WITNESS POST AG9374'AND 16.3 FT SOUTH-SOUTHWEST FROM AN ATT FIBER OPTIC CABLE WARNING POST AG9374'NUMBER 533. AG9374' AG9374'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP AG9374'WITH THE ACCESS AG9374'COVER MISSING. AG9374' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG8529 *********************************************************************** AG8529 DESIGNATION - GILLETTE AG8529 PID - AG8529 AG8529 STATE/COUNTY- FL/MANATEE AG8529 USGS QUAD - PALMETTO (1987) AG8529 AG8529 *CURRENT SURVEY CONTROL AG8529 ___________________________________________________________________ AG8529* NAD 83(1999)- 27 35 40.72357(N) 082 31 38.75300(W) ADJUSTED AG8529* NAVD 88 - 10.736 (meters) 35.22 (feet) ADJUSTED AG8529 ___________________________________________________________________ AG8529 X - 735,656.601 (meters) COMP AG8529 Y - -5,608,615.174 (meters) COMP AG8529 Z - 2,936,762.750 (meters) COMP AG8529 LAPLACE CORR- -1.60 (seconds) DEFLEC99 AG8529 ELLIP HEIGHT- -13.79 (meters) GPS OBS AG8529 GEOID HEIGHT- -24.47 (meters) GEOID99 AG8529 DYNAMIC HT - 10.720 (meters) 35.17 (feet) COMP AG8529 MODELED GRAV- 979,148.9 (mgal) NAVD 88 AG8529 AG8529 HORZ ORDER - FIRST AG8529 VERT ORDER - SECOND CLASS II AG8529 ELLP ORDER - FOURTH CLASS I AG8529 AG8529.The horizontal coordinates were established by classical geodetic methods AG8529.and adjusted by the National Geodetic Survey in June 2002. AG8529 AG8529.The orthometric height was determined by differential leveling AG8529.and adjusted by the National Geodetic Survey in June 1991. AG8529 AG8529.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG8529 AG8529.The Laplace correction was computed from DEFLEC99 derived deflections. AG8529 AG8529.The ellipsoidal height was determined by GPS observations AG8529.and is referenced to NAD 83. AG8529 AG8529.The geoid height was determined by GEOID99. AG8529 AG8529.The dynamic height is computed by dividing the NAVD 88 AG8529.geopotential number by the normal gravity value computed on the AG8529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8529.degrees latitude (g = 980.6199 gals.). AG8529 AG8529.The modeled gravity was interpolated from observed gravity values. AG8529 AG8529; North East Units Scale Converg. AG8529;SPC FL W - 361,402.794 147,930.667 MT 0.99997463 -0 14 39.5 AG8529;UTM 17 - 3,053,231.409 349,250.598 MT 0.99988051 -0 42 27.6 AG8529 AG8529: Primary Azimuth Mark Grid Az AG8529:SPC FL W - GILLETTE AZ MK RESET 173 22 37.4 AG8529:UTM 17 - GILLETTE AZ MK RESET 173 50 25.5 AG8529 AG8529|---------------------------------------------------------------------| AG8529| PID Reference Object Distance Geod. Az | AG8529| dddmmss.s | AG8529| AG8531 GILLETTE RM 4 47.974 METERS 03119 | AG8529| CW7175 GILLETTE RM 1 55.263 METERS 05649 | AG8529| AG8530 GILLETTE RM 3 36.370 METERS 06758 | AG8529| AG8528 GILLETTE RM 2 56.652 METERS 15209 | AG8529| AG8527 GILLETTE AZ MK RESET 1730757.9 | AG8529| CW7174 GILLETTE AZ MK 1755025.3 | AG8529| AG2435 ELLENTON MUNICIPAL TANK APPROX. 8.2 KM 1801155.5 | AG8529| AG1570 MANATEE NOCATEE CRATE CO TANK APPROX.11.4 KM 1885629.0 | AG8529| AG1572 MANATEE MUN TANK APPROX.11.7 KM 1923958.7 | AG8529| AG1575 BRADENTON MUN PUMPING STA TANK APPROX.11.8 KM 1981105.9 | AG8529| AG1574 BRADENTON FLORIDA PWR CORP STK APPROX.11.6 KM 1994003.7 | AG8529| AG2434 PALMETTO MUN POWER PLANT TANK APPROX.10.0 KM 2085538.0 | AG8529| AG2433 PALMETTO MANATEE FRUIT CO TANK APPROX. 7.8 KM 2222057.9 | AG8529|---------------------------------------------------------------------| AG8529 AG8529 SUPERSEDED SURVEY CONTROL AG8529 AG8529 NAD 83(1990)- 27 35 40.72203(N) 082 31 38.75234(W) AD( ) 1 AG8529 ELLIP HT - -13.66 (m) GP( ) 4 1 AG8529 NAD 83(1986)- 27 35 40.72588(N) 082 31 38.76784(W) AD( ) 1 AG8529 NAD 27 - 27 35 39.59961(N) 082 31 39.42209(W) AD( ) 1 AG8529 NGVD 29 - 11.24 (m) 36.9 (f) LEVELING 3 AG8529 AG8529.Superseded values are not recommended for survey control. AG8529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8529.See file dsdata.txt to determine how the superseded data were derived. AG8529 AG8529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4925153231(NAD 83) AG8529_MARKER: DS = TRIANGULATION STATION DISK AG8529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8529_STAMPING: GILLETTE 1934 AG8529_MARK LOGO: CGS AG8529_PROJECTION: RECESSED 46 CENTIMETERS AG8529_MAGNETIC: N = NO MAGNETIC MATERIAL AG8529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8529+STABILITY: SURFACE MOTION AG8529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8529+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2002 AG8529 AG8529 HISTORY - Date Condition Report By AG8529 HISTORY - 1934 MONUMENTED CGS AG8529 HISTORY - 1941 GOOD CGS AG8529 HISTORY - 1954 GOOD CGS AG8529 HISTORY - 1960 GOOD CGS AG8529 HISTORY - 1970 GOOD FLDT AG8529 HISTORY - 1977 GOOD NGS AG8529 HISTORY - 1981 GOOD FL-057 AG8529 HISTORY - 1984 GOOD FLDT AG8529 HISTORY - 1985 GOOD FL-057 AG8529 HISTORY - 1985 GOOD FLDT AG8529 HISTORY - 19870422 GOOD AG8529 HISTORY - 20020602 GOOD FLDEP AG8529 AG8529 STATION DESCRIPTION AG8529 AG8529'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA) AG8529'STATION IS ABOUT 10 MILES BY ROAD NNE OF BRADENTON, 5.2 MILES AG8529'N OF ELLENTON, ON THE S SIDE OF THE GILLETTE CEMETERY, ON LAND AG8529'OWNED BY HERBERT LINGO AND OCCUPIED BY B. JONES, IN THE NE AG8529'CORNER OF A CULTIVATED FIELD. IT IS 48 FEET W OF THE CENTER LINE AG8529'OF THE MACADAM ROAD, 23 FEET SW OF THE SE CORNER OF THE CEMETERY AG8529'80.5 FEET NE OF THE NE CORNER OF MR. JONES HOUSE AND IS 12 AG8529'INCHES BELOW THE SURFACE OF THE GROUND. AG8529' AG8529'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD AG8529'BRONZE DISKS SET IN CONCRETE. AG8529' AG8529'REFERENCE MARK NO.1 IS ENE OF THE STATION, 105 FEET E OF THE AG8529'CENTER LINE OF THE ROAD AND PROJECTS 8 INCHES. AG8529' AG8529'REFERENCE MARK NO.2 IS SSE OF THE STATION, 45 FEET E OF THE AG8529'CENTER LINE OF THE ROAD, ABOUT 35 YARDS NW OF A ROAD AG8529'INTERSECTION AND PROJECTS 8 INCHES. AG8529' AG8529'AZIMUTH MARK IS ABOUT 0.2 MILE SSE OF THE STATION, 36 FEET AG8529'E OF THE CENTER LINE OF THE ROAD AND PROJECTS 8 INCHES. AG8529' AG8529'TO REACH GO N FROM ELLENTON, A SMALL TOWN ON U.S. HIGHWAY 41, AG8529'ON MACADAM ROAD FOR 5.2 MILES TO THE STATION. AG8529 AG8529 STATION RECOVERY (1941) AG8529 AG8529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (KGC) AG8529'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD BY THIS AG8529'PARTY IN 1941-- AG8529' AG8529'1. MR. JONES HOUSE HAS BEEN RAZED AND THE LAND IS NO LONGER AG8529'CULTIVATED. AG8529' AG8529'2. REFERENCE MARK NO.2 IS 26 FEET N OF THE CENTER LINE OF THE AG8529'ROAD AT THE INTERSECTION INSTEAD OF 35 YARDS BECAUSE OF A NEW AG8529'GRADED ROAD CONSTRUCTION. AG8529' AG8529'3. DISTANCE TO REFERENCE MARK NO.1 IS 181.7 FEET INSTEAD OF AG8529'181.31 FEET. AG8529' AG8529'4. DISTANCE TO REFERENCE MARK NO.2 IS 186.4 FEET INSTEAD OF AG8529'185.83 FEET. AG8529' AG8529'A NEW DESCRIPTION FOLLOWS-- AG8529' AG8529'THE STATION IS ABOUT 10 MILES NNE OF BRADENTON, 5.2 MILES N AG8529'OF ELLENTON, AT THE SE CORNER OF THE GILLETTE CEMETERY, ON LAND AG8529'OWNED BY HERBERT LINGO, NOT VERIFIED BY THIS PARTY. THE AG8529'STATION IS 47.5 FEET W OF THE CENTER LINE OF STATE HIGHWAY 310, AG8529'22.5 FEET SW OF THE SE CORNER OF THE CEMETERY, 44.1 FEET SE OF AG8529'THE CENTER OF JOHN E. VICK HEADSTONE, AND 75.3 FEET TO A AG8529'TRIANGULAR BLAZED 20-INCH OAK TREE, AZIMUTH COMPASS BEARING 172 AG8529'DEG. AG8529' AG8529'SURFACE MARK IS A STANDARD TRIANGULATION DISK, STAMPED AS AG8529'NAMED, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER AND 12 AG8529'INCHES BELOW THE SURFACE OF THE GROUND. AG8529' AG8529'THE UNDERGROUND MARK, A STANDARD BRONZE DISK SET IN CONCRETE, AG8529'WAS NOT VERIFIED BY THIS PARTY. AG8529' AG8529'REFERENCE MARK NO.1 IS A STANDARD DISK, STAMPED AS NAMED, SET AG8529'IN THE TOP OF A 12-INCH CONCRETE CYLINDER EXTENDING 6 INCHES AG8529'ABOVE THE GROUND. IT IS ENE OF THE STATION AND 105 FEET E OF AG8529'THE CENTER LINE OF STATE HIGHWAY 310. AG8529' AG8529'REFERENCE MARK NO.2 IS A STANDARD DISK, STAMPED AS NAMED, SET AG8529'IN THE TOP OF A 12-INCH CONCRETE CYLINDER EXTENDING 3 INCHES AG8529'ABOVE THE GROUND. IT IS SE OF THE STATION, 26 FEET N OF A AG8529'GRADED DIRT ROAD AND 40 FEET E OF THE CENTER LINE OF STATE AG8529'HIGHWAY 310. AG8529' AG8529'AZIMUTH MARK IS A STANDARD DISK, STAMPED AS NAMED, SET IN THE AG8529'TOP OF A 12-INCH CONCRETE CYLINDER EXTENDING 6 INCHES ABOVE AG8529'THE GROUND. IT IS ABOUT 0.2 MILE SSE OF THE STATION, 34 FEET AG8529'E OF THE CENTER LINE OF STATE HIGHWAY 310, AND 127 FEET SE OF AG8529'THE SE CORNER OF A WHITE PAINTED FARMHOUSE. AG8529' AG8529'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY AG8529'310 AND U.S. HIGHWAY 41 AT ELLENTON, GO N ON STATE HIGHWAY 310, AG8529'5.2 MILES TO THE STATION SITE AND GILLETTE CEMETERY. AG8529' AG8529'THE FOLLOWING DISTANCES WERE MEASURED. AG8529' AG8529'REFERENCE MARK NO.1 IS DISTANT 181.7 FEET FROM STATION. AG8529' AG8529'REFERENCE MARK NO. 2 IS DISTANT 186.4 FEET FROM STATION. AG8529 AG8529 STATION RECOVERY (1954) AG8529 AG8529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (IRR) AG8529'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. THE AG8529'AZIMUTH MARK APPEARS TO HAVE BEEN HIT BY HEAVY MACHINERY AND AG8529'IS LEANING SLIGHTLY. REVISED DESCRIPTION FOLLOWS-- AG8529' AG8529'APPROXIMATELY 5.2 MI. N OF ELLENTON, ABOUT MIDWAY OF THE AG8529'GILLETTE CEMETERY (WHICH HAS RECENTLY BEEN EXTENDED S TO TAKE AG8529'IN THE LINGO PROPERTY), 48 FT. W OF THE CENTERLINE OF THE AG8529'HIGHWAY, 23 FT. SW OF THE E END OF A ROW OF TREES DIVIDING THE AG8529'OLD PART OF THE CEMETERY FROM THE NEW, ON LINE BETWEEN TWO AG8529'VAULTS, AND 12 IN. BELOW THE SURFACE OF THE AG8529'GROUND. (NOTE--MR. E.M. REEDER, A TRUSTY OF THE CEMETERY, WILL AG8529'ASSIST IN THE RECOVERY OF THE STATION IF NECESSARY. HE IS AG8529'WELL KNOWN IN THE GILLETTE AREA.) AG8529' AG8529'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD AG8529'BRONZE DISKS, SET IN CONCRETE. AG8529'(NOTE--THE UNDERGROUND MARK WAS NOT CHECKED.) AG8529' AG8529'REFERENCE MARK 1 IS E-NE OF THE STATION, 105 FT. E OF THE AG8529'CENTERLINE OF THE HIGHWAY, AND PROJECTS 8 IN. A 4- BY AG8529'4-IN. CONCRETE WITNESS POST PROJECTING 15 IN. WAS SET 2 FT. S. AG8529' AG8529'REFERENCE MARK 2 IS S-SE OF THE STATION, 42 FT. E OF THE AG8529'CENTERLINE OF THE HIGHWAY, APPROXIMATELY 20 FT. N OF A T-ROAD AG8529'E, AND PROJECTS 8 IN. A 4- BY 4-IN. CONCRETE WITNESS POST AG8529'PROJECTING 15 IN. WAS SET 2 FT. S. AG8529' AG8529'AZIMUTH MARK IS APPROXIMATELY 0.2 MI. S-SE OF THE STATION, AG8529'34 FT. E OF THE CENTERLINE OF THE HIGHWAY, 127 FT. SE OF A AG8529'FARMHOUSE, AND PROJECTS 6 IN. IT IS A STANDARD AZIMUTH-MARK AG8529'DISK, STAMPED GILLETTE 1934 AZIMUTH AND SET IN A 12-IN. ROUND AG8529'CONCRETE MONUMENT WHICH PROJECTS 6 IN. A 4- BY 4-IN. CONCRETE AG8529'WITNESS POST WAS SET 2 FT. S OF THE MARK. AG8529' AG8529'TO REACH, GO N FOR APPROXIMATELY 5.2 MI. ALONG STATE HIGHWAY AG8529'683 FROM ITS JUNCTION WITH U.S. HIGHWAY 301 AT ELLENTON TO AG8529'GILLETTE CEMETERY AND THE STATION SITE ON THE W SIDE OF THE AG8529'HIGHWAY. AG8529 AG8529 STATION RECOVERY (1960) AG8529 AG8529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL) AG8529'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND TO BE AG8529'IN GOOD CONDITION. THE AZIMUTH MARK AND REFERENCE MARK NO. 1 AG8529'HAD BEEN KNOCKED OUT OF POSITION BY FARMING EQUIPMENT SO WERE AG8529'DESTROYED. REFERENCE MARKS NO. 3 AND 4, AND A NEW AZIMUTH MARK AG8529'WERE ESTABLISHED. THE STATION IS LOCATED IN A CEMETERY WHERE AG8529'IT IS IMPOSSIBLE TO BUILD A TOWER SO REFERENCE MARK NO. 3 WAS AG8529'OCCUPIED AS AN ECCENTRIC POINT. AG8529 AG8529 STATION RECOVERY (1970) AG8529 AG8529'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1970 (CBM) AG8529'GILLETTE 1934 GOOD AG8529' AG8529'RM 4 GOOD - 157.3 FT. NW OF GILLETTE AG8529' AG8529'RM 3 GOOD - 119.3 FT. ESE OF GILLETTE AG8529' AG8529'RM 2 GOOD - 185.8 FT. SE OF GILLETTE AG8529' AG8529'ORIGINAL DESCRIPTION OMIT. SW OF THE EAST END OF ROW OF TREES AG8529'DIVIDING EAST END OF ROW OF TREES DIVIDING THE OLD PART OF THE AG8529'CEMETERY FROM THE OLD PART FROM THE NEW. CHANGE TO READ ON AG8529'WEST SIDE OF TOMBSTONE FOR JESSE AND ALICE JONES IN LINE WITH AG8529'THE VAULTS AND IS ABOUT 18 INCHES BELOW GROUND. 4.6 FT. SW OF AG8529'THE NW CORNER OF TOMBSTONE BASE FOR JESSE AND ALICE JONES, 4.6 AG8529'FT. NW OF THE SW CORNER OF TOMBSTONE BASE FOR JESSE AND ALICE AG8529'JONES, 5.7 FT. SE OF THE SE CORNER OF TOMBSTONE BASE FOR JESSE AG8529'AND ALICE BRASWELL, 32.6 FT. SOUTH OF 8 IN BALM TREE. AG8529 AG8529 STATION RECOVERY (1977) AG8529 AG8529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RRW) AG8529'STATION AND RM NO. 2 RECOVERED AS DESCRIBED IN GOOD AG8529'CONDITION. STATION IS STAMPED GILLETTE 1934. RM NO. 2 IS AG8529'STAMPED GILLETTE NO 2 1934. RM NO. 4 IS STAMPED GILLETTE NO 4 AG8529'1934 AND NOT 1960 AS STATED IN THE DESCRIPTION BY H.R.L. IN AG8529'1960. RM NO. 3 AND AZIMUTH MARK WERE NOT SEARCHED FOR. AG8529 AG8529 STATION RECOVERY (1981) AG8529 AG8529'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1981 (SW) AG8529'GILLETTE RECOVERED GOOD. AG8529' AG8529'RM4 REFERENCE SIGN SHOULD BE REPLACED. AG8529' AG8529'RM3 REFERENCE SIGN SHOULD BE REPLACED. AG8529' AG8529'DISTANCE AND DIRECTION FROM NEAREST TOWN--5.2 MILES NORTH OF AG8529'ELLENTON. AG8529 AG8529 STATION RECOVERY (1984) AG8529 AG8529'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 (CBM) AG8529'STATION MARK, RM 2, RM 3, RM 4 AND THE AZIMUTH MARK WERE ALL RECOVERED AG8529'IN GOOD CONDITION, AS DESCRIBED BY VRS IN THE PUBLISHED DESCRIPTION OF AG8529'GILLETTE RM 3, IN 1961. AG8529 AG8529 STATION RECOVERY (1985) AG8529 AG8529'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW) AG8529'STATION, REFERENCE MARKS 2, 3, AND 4 WERE RECOVERED IN GOOD CONDITION AG8529'NO. 3 IS OVERGROWN BY A 12 INCH OAK AND APPEARS TO HAVE MOVED. NO AG8529'ANGLE OR DISTANCE WAS TAKEN TO NO. 2 BECAUSE OF TREES ON LINE. AG8529'BECAUSE OF THE OAK OVER NO. 3 NO DISTANCE WAS MEARSURED BETWEEN NO.3 AG8529'AND NO. 4. THE AZIMUTH MARK RESET WAS RECOVERED IN GOOD CONDITION. AG8529'A CHECK DISTANCE WAS MEASURED FROM NO. 3 TO NO. 2 AND WAS FOUND TO BE AG8529'0.052 METERS SHORTHER. THE DISTANCE TO NO. 3 FROM GILLETTE WAS FOUND AG8529'TO BE 0.027 METERS SHORTHER. GILLETTE 1934 NO. 3 WAS NOT OCCUPPIED AG8529'BECAUSE THE MONUMENT HAS BEEN OVERGROWN BY A 12 INCH OAK. AZIMUTH AG8529'RESET 1960 IS NOT VISIBLE FROM GILLETTE NO. 3 BECAUSE OF TREES AND AG8529'UNDERBRUSH. AG8529' AG8529'THE STATION IS LOCATED ABOUT 25.5 MILES SOUTH SOUTHWEST OF THE AG8529'INTERSECTION OF INTERSTATES 75 AND 4 AND ABOUT 14.5 MILES NORTHEAST AG8529'OF PALMETTO. AG8529' AG8529'TO REACH THE STATION FROM THE INTERSECTION OF US HWY 41 AND STATE AG8529'ROAD 683 GO EAST ON STATE ROAD 683 FOR ABOUT 0.75 MILES TO FLASHING AG8529'YELLOW CAUTION LIGHT, TURN RIGHT HEADING SOUTH FOR ABOUT 0.55 MILES TO AG8529'THE STATION ON THE WEST SIDE OF THE ROAD. AG8529' AG8529'THE STATION IS A STANDARD U.S.C.+G.S. DISK STAMPED---GILLETTE AG8529'1934---SET INTO THE TOP OF A 18 INCH ROUND CONCRETE MONUMENT RECESSED AG8529'18 INCHES BELOW THE GROUND, LOCATED 89.5 FEET NORTH OF THE SOUTH DRIVE AG8529'OF CEMETERY (CENTERLINE), 48 FEET WEST OF THE CENTERLINE OF STATE ROAD AG8529'683, 15.0 FEET WEST OF A CHAIN LINK FENCE, 4.0 FEET WEST OF THE JONES AG8529'HEAD STONE. AG8529' AG8529'REFERENCE MARK NUMBER 1 IS A STANDARD USC+GS DISK STAMPED---GILLETTE AG8529'1934 NO. 2---SET INTO THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT AG8529'PROJECTING 4 INCHES ABOVE THE GROUND, LOCATED 39.5 FEET EAST OF THE AG8529'CENTERLINE OF STATE ROAD 683, 20.6 FEET NORTH OF THE CENTERLINE OF AG8529'AMLONG ROAD, 6.3 FEET NORTHEAST OF POWER POLE NUMBER 4/17, 1.3 FEET AG8529'NORTH OF A METAL WITNESS POST, 8.3 FEET EAST OF A FENCE CORNER. AG8529' AG8529'REFERENCE MARK NUMBER 2 IS A STANDARD USC+GS DISK STAMPED---GILLETTE AG8529'NO. 3 1934---SET INTO THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT AG8529'RECESSED 2 INCHES BELOW THE GROUND, LOCATED 62.5 FEET EAST OF THE AG8529'CENTERLINE OF STATE ROAD 683, 33.5 FEET EAST OF A FENCE LINE, 34.5 AG8529'SOUTHEAST OF A FENCE CORNER, 7.0 FEET SOUTH OF A FENCE LINE, 1.6 FEET AG8529'SOUTH OF A 12 INCH OAK TREE. AG8529' AG8529'REFERENCE MARK NUMBER 3 IS A STANDARD USC+GS DISK STAMPED---GILLETTE AG8529'NO. 4 1934---SET INTO THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT AG8529'FLUSH WITH THE GROUND, LOCATED 33.4 FEET EAST OF TH CENTERLINE OF AG8529'STATE ROAD 683, 5.0 FEET EAST OF A FENCELINE, 2.1 FEET NORTHEAST OF A AG8529'POWER POLE, 1.1 FEET EAST OF A METAL WITNESS POST. AG8529' AG8529'AZIMUTH MARK NUMBER 1 IS A STANDARD USC+GS DISK STAMPED---GILLETTE AG8529'1934 RESET 1960---SET INTO THE TOP OF A 10 INCH SQUARE CONCRETE AG8529'MONUMENT PROJECTING 2 INCHES ABOVE THE GROUND, LOCATED 33.9 FEET EAST AG8529'OF THE CENTERLINE OF STATE ROAD 683, 34.0 FEET SOUTH OF CENTERLINE OF AG8529'SHELL DRIVEWAY, 11.9 FEET NORTH OF POWER POLE NUMBER 4/15 36-2, 2.0 AG8529'FEET NORTHWEST OF A METAL WITNESS POST. AG8529' AG8529'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE ROAD AG8529'683 FOR ABOUT 0.15 MILES TO THE AZIMUTH MARK ON THE LEFT. AG8529 AG8529 STATION RECOVERY (1985) AG8529 AG8529'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1985 AG8529'11.45 MI NE FROM BRADENTON. AG8529'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND U.S. ROUTE 301 (AT AG8529'THE NORTH END OF THE INTERSTATE ROUTE 75 BRIDGES OVER THE MANATEE AG8529'RIVER), ABOUT 4.5 MILES NORTHEAST OF BRADENTON, GO NORTHERLY ON AG8529'INTERSTATE ROUTE 75 FOR 5.0 MILES TO THE INTERSECTION OF MOCCASSIN AG8529'WALLOW ROAD (STATE ROAD 675), GO WEST ON MOCASSIN WALLOW ROAD FOR AG8529'1.45 MILES TO THE INTERSECTION OF STATE ROAD 683, GO SOUTH ON STATE AG8529'ROAD 683 FOR 0.5 MILE TO THE MARK. IT IS 183.5 FEET NORTH OF THE AG8529'PROJECTED CENTER OF AMLONG ROAD, 48.5 FEET WEST OF THE CENTER OF AG8529'STATE ROAD 683, 7.5 FEET SOUTHWEST OF THE MARBLE GRAVESTONE FOR DAVE AG8529'AND EMILY JONES, 5.7 FEET SOUTHEAST OF THE MARBLE GRAVESTONE FOR AG8529'BRASWELL AND 4.4 FEET WEST OF THE MARBLE GRAVESTONE FOR JESSE E AND AG8529'ALICE G JONES. AG8529 AG8529 STATION RECOVERY (1987) AG8529 AG8529'RECOVERED 1987 AG8529'RECOVERED IN GOOD CONDITION. AG8529 AG8529 STATION RECOVERY (2002) AG8529 AG8529'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ) AG8529'THE MARK IS ABOUT 7.6 MI NORTH-NORTHEAST OF BRADENTON, IN SECTION 20, AG8529'TOWNSHIP 33 SOUTH, AG8529'RANGE 18 EAST. AG8529' AG8529'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 75 AND COUNTY ROAD 6 AG8529'(MOCCASIN AG8529'WALLOW ROAD) ABOUT 4.9 MI NORTHWEST OF PARRISH, GO WEST ON COUNTY ROAD AG8529'6 (MOCCASIN AG8529'WALLOW ROAD) FOR 1.5 MI TO THE INTERSECTION OF 36TH AVENUE EAST ON THE AG8529'LEFT AND BUD AG8529'RHODEN ROAD ON THE RIGHT, TURN LEFT ON 36TH AVENUE EAST AND GO SOUTH AG8529'FOR 0.45 MI TO THE AG8529'GILLETTE CEMETERY ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE AG8529'TOP OF A CONCRETE AG8529'MONUMENT RECESSED 1.8 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 AG8529'FT BELOW THE AG8529'LEVEL OF 36TH AVENUE EAST. AG8529' AG8529'LOCATED 183.5 FT NORTH OF THE EXTENDED APPROXIMATE CENTERLINE OF AG8529'AMLONG ROAD, 48.5 FT AG8529'WEST OF THE APPROXIMATE CENTERLINE OF 36TH AVENUE EAST, 7.5 FT AG8529'SOUTHWEST OF DAVE AND AG8529'EMILY JONES GRAVESTONE, 5.7 FT SOUTHEAST OF THE JESSE AND ALICE AG8529'BRASWELL GRAVESTONE AG8529'AND 4.4 FT WEST OF THE JUSSE G. AND ALICE G. JONES GRAVESTONE. AG8529' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG8527 *********************************************************************** AG8527 DESIGNATION - GILLETTE AZ MK RESET AG8527 PID - AG8527 AG8527 STATE/COUNTY- FL/MANATEE AG8527 USGS QUAD - PALMETTO (1987) AG8527 AG8527 *CURRENT SURVEY CONTROL AG8527 ___________________________________________________________________ AG8527* NAD 83(1986)- 27 35 34. (N) 082 31 37. (W) SCALED AG8527* NAVD 88 - 9.575 (meters) 31.41 (feet) ADJUSTED AG8527 ___________________________________________________________________ AG8527 GEOID HEIGHT- -24.47 (meters) GEOID99 AG8527 DYNAMIC HT - 9.561 (meters) 31.37 (feet) COMP AG8527 MODELED GRAV- 979,148.7 (mgal) NAVD 88 AG8527 AG8527 VERT ORDER - SECOND CLASS II AG8527 AG8527.The horizontal coordinates were scaled from a topographic map and have AG8527.an estimated accuracy of +/- 6 seconds. AG8527 AG8527.The orthometric height was determined by differential leveling AG8527.and adjusted by the National Geodetic Survey in June 1991. AG8527 AG8527.The geoid height was determined by GEOID99. AG8527 AG8527.The dynamic height is computed by dividing the NAVD 88 AG8527.geopotential number by the normal gravity value computed on the AG8527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8527.degrees latitude (g = 980.6199 gals.). AG8527 AG8527.The modeled gravity was interpolated from observed gravity values. AG8527 AG8527; North East Units Estimated Accuracy AG8527;SPC FL W - 361,200. 147,980. MT (+/- 180 meters Scaled) AG8527 AG8527 SUPERSEDED SURVEY CONTROL AG8527 AG8527.No superseded survey control is available for this station. AG8527 AG8527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL492530(NAD 83) AG8527_MARKER: DZ = AZIMUTH MARK DISK AG8527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8527_STAMPING: GILLETTE 1934 RESET 1960 AG8527_MARK LOGO: CGS AG8527_PROJECTION: PROJECTING 8 CENTIMETERS AG8527_MAGNETIC: N = NO MAGNETIC MATERIAL AG8527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8527+STABILITY: SURFACE MOTION AG8527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8527+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2002 AG8527 AG8527 HISTORY - Date Condition Report By AG8527 HISTORY - 1960 MONUMENTED CGS AG8527 HISTORY - 1985 GOOD FLDT AG8527 HISTORY - 20020602 GOOD FLDEP AG8527 AG8527 STATION DESCRIPTION AG8527 AG8527'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1985 AG8527'11.55 MI NE FROM BRADENTON. AG8527'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND U.S. ROUTE 301 (AT AG8527'THE NORTH END OF THE INTERSTATE ROUTE 75 BRIDGES OVER THE MANATEE AG8527'RIVER), ABOUT 4.5 MILES NORTHEAST OF BRADENTON, GO NORTHERLY ON AG8527'INTERSTATE ROUTE 75 FOR 5.0 MILES TO THE INTERSECTION OF MOCCASSIN AG8527'WALLOW ROAD (STATE ROAD 675), GO WEST ON MOCASSIN WALLOW ROAD FOR AG8527'1.45 MILES TO THE INTERSECTION OF STATE ROAD 683, GO SOUTH ON STATE AG8527'ROAD 683 FOR 0.6 MILE TO THE MARK. IT IS 88.0 FEET WEST OF A UTILITY AG8527'POLE, 35.0 FEET SOUTH OF THE CENTER OF THE DRIVEWAY TO HOUSE NUMBER AG8527'8720, 33.8 FEET EAST OF THE CENTER OF STATE ROAD 683 AND 11.5 FEET AG8527'NORTH OF UTILITY POLE 4 15 36 2. AG8527'THE MARK IS 2.3 FT NW FROM A WITNESS POST. AG8527 AG8527 STATION RECOVERY (2002) AG8527 AG8527'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ) AG8527'THE MARK IS ABOUT 7.5 MI NORTH-NORTHEAST OF BRADENTON, IN SECTION 20, AG8527'TOWNSHIP 33 SOUTH, AG8527'RANGE 18 EAST. AG8527' AG8527'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 75 AND COUNTY ROAD 6 AG8527'(MOCCASIN AG8527'WALLOW ROAD) ABOUT 4.9 MI NORTHWEST OF PARRISH, GO WEST ON COUNTY ROAD AG8527'6 (MOCCASIN AG8527'WALLOW ROAD) FOR 1.5 MI TO THE INTERSECTION OF 36TH AVENUE EAST ON THE AG8527'LEFT AND BUD AG8527'RHODEN ROAD ON THE RIGHT, TURN LEFT ON 36TH AVENUE EAST AND GO SOUTH AG8527'FOR 0.6 MI TO 8720 AG8527'36TH AVENUE EAST (BUTTSTEAD RESIDENCE) ON THE LEFT AND THE AND THE AG8527'MARK ON THE LEFT, AG8527'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 0.3 FT ABOVE AG8527'THE LEVEL OF THE AG8527'GROUND AND LEVEL WITH 36TH AVENUE EAST. AG8527' AG8527'LOCATED 35.5 FT SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL AG8527'DRIVEWAY, 34.5 FT EAST AG8527'OF THE APPROXIMATE CENTERLINE OF 36TH AVENUE EAST, 11.9 FT NORTH OF AG8527'POWER POLE NUMBER AG8527'4 15 36 2, 8.3 FT NORTH-NORTHEAST OF A FIRE HYDRANT AND 0.8 FT AG8527'NORTHWEST OF A METAL AG8527'WITNESS POST. AG8527' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG8528 *********************************************************************** AG8528 DESIGNATION - GILLETTE RM 2 AG8528 PID - AG8528 AG8528 STATE/COUNTY- FL/MANATEE AG8528 USGS QUAD - PALMETTO (1987) AG8528 AG8528 *CURRENT SURVEY CONTROL AG8528 ___________________________________________________________________ AG8528* NAD 83(1990)- 27 35 39.09499(N) 082 31 37.78808(W) ADJUSTED AG8528* NAVD 88 - 10.943 (meters) 35.90 (feet) ADJUSTED AG8528 ___________________________________________________________________ AG8528 LAPLACE CORR- -1.59 (seconds) DEFLEC99 AG8528 GEOID HEIGHT- -24.47 (meters) GEOID99 AG8528 DYNAMIC HT - 10.927 (meters) 35.85 (feet) COMP AG8528 MODELED GRAV- 979,148.9 (mgal) NAVD 88 AG8528 AG8528 HORZ ORDER - SECOND AG8528 VERT ORDER - SECOND CLASS II AG8528 AG8528.The horizontal coordinates were established by classical geodetic methods AG8528.and adjusted by the National Geodetic Survey in May 1991. AG8528.No horizontal observational check was made to the station. AG8528 AG8528.The orthometric height was determined by differential leveling AG8528.and adjusted by the National Geodetic Survey in June 1991. AG8528 AG8528.The Laplace correction was computed from DEFLEC99 derived deflections. AG8528 AG8528.The geoid height was determined by GEOID99. AG8528 AG8528.The dynamic height is computed by dividing the NAVD 88 AG8528.geopotential number by the normal gravity value computed on the AG8528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8528.degrees latitude (g = 980.6199 gals.). AG8528 AG8528.The modeled gravity was interpolated from observed gravity values. AG8528 AG8528; North East Units Scale Converg. AG8528;SPC FL W - 361,352.553 147,956.915 MT 0.99997460 -0 14 39.1 AG8528;UTM 17 - 3,053,180.962 349,276.437 MT 0.99988042 -0 42 27.1 AG8528 AG8528 SUPERSEDED SURVEY CONTROL AG8528 AG8528 NAD 83(1986)- 27 35 39.09851(N) 082 31 37.80301(W) AD( ) 2 AG8528 NGVD 29 - 11.44 (m) 37.5 (f) LEVELING 3 AG8528 AG8528.Superseded values are not recommended for survey control. AG8528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8528.See file dsdata.txt to determine how the superseded data were derived. AG8528 AG8528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4927653181(NAD 83) AG8528_MARKER: DR = REFERENCE MARK DISK AG8528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8528_STAMPING: GILLETTE 1934 NO 2 AG8528_MARK LOGO: CGS AG8528_PROJECTION: PROJECTING 5 CENTIMETERS AG8528_MAGNETIC: N = NO MAGNETIC MATERIAL AG8528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8528+STABILITY: SURFACE MOTION AG8528_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG8528+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2002 AG8528 AG8528 HISTORY - Date Condition Report By AG8528 HISTORY - 1934 MONUMENTED CGS AG8528 HISTORY - 1985 GOOD FLDT AG8528 HISTORY - 20020602 GOOD FLDEP AG8528 AG8528 STATION DESCRIPTION AG8528 AG8528'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1985 AG8528'11.45 MI NE FROM BRADENTON. AG8528'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND U.S. ROUTE 301 (AT AG8528'THE NORTH END OF THE INTERSTATE ROUTE 75 BRIDGES OVER THE MANATEE AG8528'RIVER), ABOUT 4.5 MILES NORTHEAST OF BRADENTON, GO NORTHERLY ON AG8528'INTERSTATE ROUTE 75 FOR 5.0 MILES TO THE INTERSECTION OF MOCCASSIN AG8528'WALLOW ROAD (STATE ROAD 675), GO WEST ON MOCASSIN WALLOW ROAD FOR AG8528'1.45 MILES TO THE INTERSECTION OF STATE ROAD 683, GO SOUTH ON STATE AG8528'ROAD 683 FOR 0.5 MILE TO THE MARK. IT IS 39.5 FEET EAST OF THE AG8528'CENTER OF STATE ROAD 683, 25.7 FEET WEST OF UTILITY POLE 417 A 1, AG8528'19.5 FEET NORTH OF THE CENTER OF AMLONG ROAD AND 6.0 FEET EAST OF AG8528'UTILITY POLE 417. AG8528'THE MARK IS 1.3 FT N FROM A WITNESS POST. AG8528 AG8528 STATION RECOVERY (2002) AG8528 AG8528'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ) AG8528'THE MARK IS ABOUT 7.6 MI NORTH-NORTHEAST OF BRADENTON, IN SECTION 20, AG8528'TOWNSHIP 33 SOUTH, AG8528'RANGE 18 EAST. AG8528' AG8528'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 75 AND COUNTY ROAD 6 AG8528'(MOCCASIN AG8528'WALLOW ROAD) ABOUT 4.9 MI NORTHWEST OF PARRISH, GO WEST ON COUNTY ROAD AG8528'6 (MOCCASIN AG8528'WALLOW ROAD) FOR 1.5 MI TO THE INTERSECTION OF 36TH AVENUE EAST ON THE AG8528'LEFT AND BUD AG8528'RHODEN ROAD ON THE RIGHT, TURN LEFT ON 36TH AVENUE EAST AND GO SOUTH AG8528'FOR 0.5 MI TO THE AG8528'JUNCTION OF 89TH STREET EAST (AMLONG ROAD) ON THE LEFT AND THE MARK ON AG8528'THE LEFT, SET IN AG8528'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 0.2 FT ABOVE THE AG8528'LEVEL OF THE AG8528'GROUND AND LEVEL WITH 36TH AVENUE EAST. AG8528' AG8528'LOCATED 39.4 FT EAST OF THE APPROXIMATE CENTERLINE OF 36TH AVENUE AG8528'EAST, 27.5 FT WEST OF A AG8528'POWER POLE, 23.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF 89TH STREET AG8528'EAST, 6.5 FT EAST AG8528'OF POWER POLE NUMBER 417 AND 0.8 FT WEST OF A METAL WITNESS POST. AG8528' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG8531 *********************************************************************** AG8531 DESIGNATION - GILLETTE RM 4 AG8531 PID - AG8531 AG8531 STATE/COUNTY- FL/MANATEE AG8531 USGS QUAD - PALMETTO (1987) AG8531 AG8531 *CURRENT SURVEY CONTROL AG8531 ___________________________________________________________________ AG8531* NAD 83(1990)- 27 35 42.05402(N) 082 31 37.84385(W) ADJUSTED AG8531* NAVD 88 - 10.966 (meters) 35.98 (feet) ADJUSTED AG8531 ___________________________________________________________________ AG8531 LAPLACE CORR- -1.60 (seconds) DEFLEC99 AG8531 GEOID HEIGHT- -24.47 (meters) GEOID99 AG8531 DYNAMIC HT - 10.950 (meters) 35.93 (feet) COMP AG8531 MODELED GRAV- 979,148.9 (mgal) NAVD 88 AG8531 AG8531 HORZ ORDER - SECOND AG8531 VERT ORDER - SECOND CLASS II AG8531 AG8531.The horizontal coordinates were established by classical geodetic methods AG8531.and adjusted by the National Geodetic Survey in May 1991. AG8531 AG8531.The orthometric height was determined by differential leveling AG8531.and adjusted by the National Geodetic Survey in June 1991. AG8531 AG8531.The Laplace correction was computed from DEFLEC99 derived deflections. AG8531 AG8531.The geoid height was determined by GEOID99. AG8531 AG8531.The dynamic height is computed by dividing the NAVD 88 AG8531.geopotential number by the normal gravity value computed on the AG8531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8531.degrees latitude (g = 980.6199 gals.). AG8531 AG8531.The modeled gravity was interpolated from observed gravity values. AG8531 AG8531; North East Units Scale Converg. AG8531;SPC FL W - 361,443.640 147,955.774 MT 0.99997460 -0 14 39.1 AG8531;UTM 17 - 3,053,272.046 349,276.032 MT 0.99988042 -0 42 27.2 AG8531 AG8531|---------------------------------------------------------------------| AG8531| PID Reference Object Distance Geod. Az | AG8531| dddmmss.s | AG8531| AG8528 GILLETTE RM 2 91.093 METERS 17902 | AG8531| AG8529 GILLETTE 47.974 METERS 21119 | AG8531|---------------------------------------------------------------------| AG8531 AG8531 SUPERSEDED SURVEY CONTROL AG8531 AG8531 NAD 83(1986)- 27 35 42.05746(N) 082 31 37.85877(W) AD( ) 2 AG8531 NGVD 29 - 11.47 (m) 37.6 (f) LEVELING 3 AG8531 AG8531.Superseded values are not recommended for survey control. AG8531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8531.See file dsdata.txt to determine how the superseded data were derived. AG8531 AG8531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4927653272(NAD 83) AG8531_MARKER: DR = REFERENCE MARK DISK AG8531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8531_STAMPING: GILLETTE NO 4 1934 AG8531_MARK LOGO: CGS AG8531_PROJECTION: PROJECTING 5 CENTIMETERS AG8531_MAGNETIC: N = NO MAGNETIC MATERIAL AG8531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8531+STABILITY: SURFACE MOTION AG8531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG8531+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2002 AG8531 AG8531 HISTORY - Date Condition Report By AG8531 HISTORY - 1960 MONUMENTED CGS AG8531 HISTORY - 1985 GOOD FLDT AG8531 HISTORY - 20020602 GOOD FLDEP AG8531 AG8531 STATION DESCRIPTION AG8531 AG8531'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1985 AG8531'11.45 MI NE FROM BRADENTON. AG8531'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND U.S. ROUTE 301 (AT AG8531'THE NORTH END OF THE INTERSTATE ROUTE 75 BRIDGES OVER THE MANATEE AG8531'RIVER), ABOUT 4.5 MILES NORTHEAST OF BRADENTON, GO NORTHERLY ON AG8531'INTERSTATE ROUTE 75 FOR 5.0 MILES TO THE INTERSECTION OF MOCCASSIN AG8531'WALLOW ROAD (STATE ROAD 675), GO WEST ON MOCASSIN WALLOW ROAD FOR AG8531'1.45 MILES TO THE INTERSECTION OF STATE ROAD 683, GO SOUTH ON STATE AG8531'ROAD 683 FOR 0.5 MILE TO THE MARK. IT IS ABOUT 318.0 FEET NORTH OF AG8531'THE CENTER OF AMLONG ROAD, 33.5 FEET EAST OF THE CENTER OF STATE ROAD AG8531'683, 5.2 FEET EAST OF A FENCE AND 1.7 FEET NORTHEAST OF UTILITY POLE AG8531'417 A. AG8531'THE MARK IS 1.0 FT E FROM A WITNESS POST. AG8531 AG8531 STATION RECOVERY (2002) AG8531 AG8531'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ) AG8531'THE MARK IS ABOUT 7.7 MI NORTH-NORTHEAST OF BRADENTON, IN SECTION 20, AG8531'TOWNSHIP 33 SOUTH, AG8531'RANGE 18 EAST. AG8531' AG8531'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 75 AND COUNTY ROAD 6 AG8531'(MOCCASIN AG8531'WALLOW ROAD) ABOUT 4.9 MI NORTHWEST OF PARRISH, GO WEST ON COUNTY ROAD AG8531'6 (MOCCASIN AG8531'WALLOW ROAD) FOR 1.5 MI TO THE INTERSECTION OF 36TH AVENUE EAST ON THE AG8531'LEFT AND BUD AG8531'RHODEN ROAD ON THE RIGHT, TURN LEFT ON 36TH AVENUE EAST AND GO SOUTH AG8531'FOR 0.4 MI TO THE AG8531'GILLETTE CEMETERY ON THE RIGHT AND THE MARK ON THE LEFT, SET IN THE AG8531'TOP OF A SQUARE AG8531'CONCRETE MONUMENT PROJECTING 0.2 FT ABOVE THE LEVEL OF THE GROUND AND AG8531'ABOUT 1.0 FT AG8531'BELOW THE LEVEL OF 36TH AVENUE EAST. AG8531' AG8531'LOCATED 83.5 FT NORTH OF A HOG WIRE FENCE CORNER POST, 33.0 FT EAST OF AG8531'THE APPROXIMATE AG8531'CENTERLINE OF 36TH AVENUE EAST, 4.7 FT EAST OF A HOG WIRE FENCE AND AG8531'1.7 FT NORTHEAST OF AG8531'POWER POLE NUMBER 4-17A. AG8531' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG9111 *********************************************************************** AG9111 DESIGNATION - GIS 006 AG9111 PID - AG9111 AG9111 STATE/COUNTY- FL/MANATEE AG9111 USGS QUAD - PALMETTO (1987) AG9111 AG9111 *CURRENT SURVEY CONTROL AG9111 ___________________________________________________________________ AG9111* NAD 83(1999)- 27 36 04.44143(N) 082 32 53.19077(W) ADJUSTED AG9111* NAVD 88 - 0.8 (meters) 3. (feet) VERTCON AG9111 ___________________________________________________________________ AG9111 X - 733,587.473 (meters) COMP AG9111 Y - -5,608,536.125 (meters) COMP AG9111 Z - 2,937,405.103 (meters) COMP AG9111 LAPLACE CORR- -1.60 (seconds) DEFLEC99 AG9111 ELLIP HEIGHT- -23.82 (meters) GPS OBS AG9111 GEOID HEIGHT- -24.45 (meters) GEOID99 AG9111 AG9111 HORZ ORDER - FIRST AG9111 ELLP ORDER - FOURTH CLASS I AG9111 AG9111.The horizontal coordinates were established by GPS observations AG9111.and adjusted by the National Geodetic Survey in June 2002. AG9111 AG9111.The NAVD 88 height was computed by applying the VERTCON shift value to AG9111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG9111 AG9111.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG9111 AG9111.The Laplace correction was computed from DEFLEC99 derived deflections. AG9111 AG9111.The ellipsoidal height was determined by GPS observations AG9111.and is referenced to NAD 83. AG9111 AG9111.The geoid height was determined by GEOID99. AG9111 AG9111; North East Units Scale Converg. AG9111;SPC FL W - 362,141.715 145,892.568 MT 0.99997730 -0 15 14.2 AG9111;UTM 17 - 3,053,986.720 347,218.728 MT 0.99988813 -0 43 02.6 AG9111 AG9111 SUPERSEDED SURVEY CONTROL AG9111 AG9111 NAD 83(1990)- 27 36 04.43983(N) 082 32 53.19006(W) AD( ) 1 AG9111 ELLIP HT - -23.69 (m) GP( ) 4 1 AG9111 NAD 83(1986)- 27 36 04.44314(N) 082 32 53.20380(W) AD( ) 1 AG9111 NGVD 29 - 1.1 (m) 4. (f) GPS OBS AG9111 AG9111.Superseded values are not recommended for survey control. AG9111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG9111.See file dsdata.txt to determine how the superseded data were derived. AG9111 AG9111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4721953987(NAD 83) AG9111_MARKER: DD = SURVEY DISK AG9111_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL AG9111+WITH SETTING: INFORMATION. AG9111_STAMPING: GIS 006 AG9111_MARK LOGO: FL-081 AG9111_PROJECTION: RECESSED 30 CENTIMETERS AG9111_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AG9111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG9111+STABILITY: SURFACE MOTION AG9111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG9111+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2002 AG9111_ROD/PIPE-DEPTH: 2.7 meters AG9111 AG9111 HISTORY - Date Condition Report By AG9111 HISTORY - 1987 MONUMENTED FL-081 AG9111 HISTORY - 20020602 GOOD FLDEP AG9111 AG9111 STATION DESCRIPTION AG9111 AG9111'DESCRIBED BY MANATEE COUNTY FLORIDA 1987 (TMJ) AG9111'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH OF PALMETTO AG9111'AND 7-1/2 MILES WEST OF PARRISH. AG9111' AG9111'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 55 (US 41) AG9111'AND STATE ROAD 43 (US 301) IN PALMETTO, GO NORTH ON US 41 FOR 6 MILES AG9111'TO THE INTERSECTION WITH BISHOP HARBOR ROAD, TURN LEFT, GO WEST ON AG9111'BISHOP HARBOR ROAD FOR 0.5 MILES AND THE STATION ON THE RIGHT. AG9111' AG9111'THE STATION IS A 3-1/4 INCH DIAMETER ALUMINUM DISK STAMPED--- AG9111'---MANATEE COUNTY GEOGRAPHIC INFORMATION SYSTEM GIS 006---. AG9111'THE DISK IS SET ON ONE THREE FOOT SECTION OF BERNTSEN TS-R-3 ROD AG9111'ATTACHED TO TWO THREE FOOT SECTIONS OF BERNTSEN HDR-R-3 RODS AG9111'HAMMERED TO REFUSAL. THE MARK IS 12 INCHES BELOW GROUND. AG9111'IT IS 3 FEET SOUTH OF THE PAVEMENT ON BISHOP HARBOR ROAD. AG9111'A CARSONITE WITNESS POST WAS SET AT THE STATION. AG9111' AG9111'THE STATION IS REFERENCED BY A RAILROAD SPIKE, A MANGROVE AND A AG9111'ROD. THE STATION BEARS WSW 72.44 FEET FROM A RAILROAD SPIKE WITH AG9111'A CROSS CUT. THE STATION BEARS SSW 38.91 FEET FROM A NAIL AND DISK AG9111'STAMPED---RJL LB 2241---ON THE WEST SIDE OF A 5 INCH MANGROVE. AG9111'THE STATION BEARS SW 43.42 FEET FROM AN IRON ROD. AG9111' AG9111'THE AZIMUTH MARK IS STAMPED---MANATEE COUNTY GEOGRAPHIC INFORMATION AG9111'SYSTEM AZIMUTH 006---. AG9111'THE MARK IS 0.51 MILES N88E FROM THE STATION. AG9111'IT IS 5 FEET NORTH OF BISHOP HARBOR ROAD AND WEST OF US 41. AG9111'THE AZIMUTH MARK BEARS SSE 36.34 FEET FROM A 4 INCH SQUARE AG9111'CONCRETE MONUMENT STAMPED---RJL LB 2241---. AG9111'THE AZIMUTH MARK BEARS WSW 26.63 FEET FROM A NAIL AND DISK AG9111'STAMPED---RJL LB 2241---SET IN PAVEMENT. THE AZIMUTH MARK BEARS AG9111'NNW 55.00 FEET FROM A NAIL AND DISK STAMPED---RJL LB 2241---SET IN AG9111'THE WEST SIDE OF POWER POLE. AG9111'A CARSONITE WITNESS POST WAS SET AT THE AZIMUTH MARK. AG9111 AG9111 STATION RECOVERY (2002) AG9111 AG9111'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ) AG9111'THE MARK IS ABOUT 8.0 MI NORTH-NORTHEAST OF BRADENTON, IN SECTION 19, AG9111'TOWNSHIP 33 SOUTH, AG9111'RANGE 18 EAST. AG9111' AG9111'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 75 AND COUNTY ROAD 6 AG9111'(MOCCASIN AG9111'WALLOW ROAD) ABOUT 4.9 MI NORTHWEST OF PARRISH, GO WEST ON COUNTY ROAD AG9111'6 (MOCCASIN AG9111'WALLOW ROAD) FOR 2.2 MI TO THE INTERSECTION OF U.S. HIGHWAY 41, AG9111'CONTINUE WEST ON BISHOP AG9111'HARBOR ROAD FOR 0.5 MI TO THE MARK ON THE LEFT, A ROD AND DISC DRIVEN AG9111'TO THE DEPTH OF 8.9 AG9111'FT, RECESSED 1.0 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 1.5 FT AG9111'BELOW THE LEVEL OF AG9111'BISHOP HARBOR ROAD. AG9111' AG9111'LOCATED 12.4 FT SOUTH OF THE APPROXIMATE CENTERLINE OF BISHOP HARBOR AG9111'ROAD, 3.4 FT SOUTH AG9111'OF THE EDGE OF THE PAVEMENT OF BISHOP HARBOR ROAD AND 3.0 FT NORTH OF AG9111'A CARSONITE AG9111'WITNESS POST. AG9111' AG9111'NOTE A BAR MAGNET WAS EMBEDDED IN THE MONUMENT. AG9111' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG9114 *********************************************************************** AG9114 DESIGNATION - GIS 009 AG9114 PID - AG9114 AG9114 STATE/COUNTY- FL/MANATEE AG9114 USGS QUAD - PARRISH (1987) AG9114 AG9114 *CURRENT SURVEY CONTROL AG9114 ___________________________________________________________________ AG9114* NAD 83(1999)- 27 36 04.30234(N) 082 29 53.86669(W) ADJUSTED AG9114* NAVD 88 - 8.1 (meters) 27. (feet) VERTCON AG9114 ___________________________________________________________________ AG9114 X - 738,464.289 (meters) COMP AG9114 Y - -5,607,904.597 (meters) COMP AG9114 Z - 2,937,404.682 (meters) COMP AG9114 LAPLACE CORR- -1.64 (seconds) DEFLEC99 AG9114 ELLIP HEIGHT- -16.54 (meters) GPS OBS AG9114 GEOID HEIGHT- -24.52 (meters) GEOID99 AG9114 AG9114 HORZ ORDER - FIRST AG9114 ELLP ORDER - FOURTH CLASS I AG9114 AG9114.The horizontal coordinates were established by GPS observations AG9114.and adjusted by the National Geodetic Survey in June 2002. AG9114 AG9114.The NAVD 88 height was computed by applying the VERTCON shift value to AG9114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG9114 AG9114.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG9114 AG9114.The Laplace correction was computed from DEFLEC99 derived deflections. AG9114 AG9114.The ellipsoidal height was determined by GPS observations AG9114.and is referenced to NAD 83. AG9114 AG9114.The geoid height was determined by GEOID99. AG9114 AG9114; North East Units Scale Converg. AG9114;SPC FL W - 362,116.628 150,809.922 MT 0.99997103 -0 13 51.1 AG9114;UTM 17 - 3,053,921.866 352,135.251 MT 0.99986988 -0 41 39.5 AG9114 AG9114 SUPERSEDED SURVEY CONTROL AG9114 AG9114 NAD 83(1990)- 27 36 04.30071(N) 082 29 53.86596(W) AD( ) 1 AG9114 ELLIP HT - -16.41 (m) GP( ) 4 1 AG9114 NAD 83(1986)- 27 36 04.30391(N) 082 29 53.87980(W) AD( ) 1 AG9114 NGVD 29 - 8.3 (m) 27. (f) GPS OBS AG9114 AG9114.Superseded values are not recommended for survey control. AG9114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG9114.See file dsdata.txt to determine how the superseded data were derived. AG9114 AG9114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5213553922(NAD 83) AG9114_MARKER: DD = SURVEY DISK AG9114_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL AG9114+WITH SETTING: INFORMATION. AG9114_STAMPING: GIS 009 AG9114_MARK LOGO: FL-081 AG9114_PROJECTION: RECESSED 30 CENTIMETERS AG9114_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AG9114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG9114+STABILITY: SURFACE MOTION AG9114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG9114+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2002 AG9114_ROD/PIPE-DEPTH: 2.7 meters AG9114 AG9114 HISTORY - Date Condition Report By AG9114 HISTORY - 1987 MONUMENTED FL-081 AG9114 HISTORY - 20020601 GOOD FLDEP AG9114 AG9114 STATION DESCRIPTION AG9114 AG9114'DESCRIBED BY MANATEE COUNTY FLORIDA 1987 (TMJ) AG9114'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTHEAST OF BRADENTON, AG9114'4-5/8 MILES NORTWEST OF PARRISH AND 7-1/4 MILES NORTHEAST OF AG9114'PALMETTO. AG9114' AG9114'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 43 (US 301) AG9114'AND STATE ROAD 55 (US301-41), GO EAST ALONG STATE ROAD 43 (US 301) AG9114'FOR 2.09 MILES TO THE INTERSECTION WITH STATE ROAD 683, TURN LEFT, AG9114'GO NORTH ON STATE ROAD 683 FOR 5.50 MILES TO THE INTERSECTION WITH AG9114'MOCCASIN WALLOW ROAD, TURN RIGHT, GO EAST ALONG MOCCASIN WALLOW ROAD, AG9114'1.76 MILES TO THE STATION. AG9114' AG9114'THE STATION IS A 3-1/4 INCH DIAMETER ALUMINUM DISK STAMPED--- AG9114'---MANATEE COUNTY GEOGRAPHIC INFORMATION SYSTEM GIS 009---. AG9114'THE DISK IS SET ON ONE THREE FOOT SECTION OF BERNTSEN TS-R-3 ROD AG9114'ATTACHED TO TWO THREE FOOT SECTIONS OF BERNTSEN HDR-R-3 ROD AG9114'HAMMERED TO REFUSAL. THE MARK IS 12 INCHES BELOW GROUND. AG9114'IT IS 22 FEET SOUTH OF THE EDGE OF PAVEMENT IN A GRASS MEDIAN. AG9114'A CARSONITE WITNESS WAS SET AT THE STATION. AG9114' AG9114'THE STATION IS REFERENCED BY ONE RAILROAD SPIKE, ONE ROD AND AG9114'TWO NAILS AND DISKS. THE STATION BEARS SSW 31.87 FEET FROM A AG9114'RAILROAD SPIKE IN WEST BOUND LANE OF MOCCASIN WALLOW ROAD. AG9114'THE STATION BEARS WNW 75.16 FEET FROM AN IRON ROD AND CAP AG9114'STAMPED---Z&N LB 2230---. AG9114'THE STATION BEARS NE 20.21 FEET FROM A NAIL AND DISK STAMPED--- AG9114'---RJL LB 2241---SET IN PAVEMENT. THE STATION BEARS SE 56.48 FEET AG9114'FROM A NAIL AND DISK STAMPED---RJL LB 2241---SET IN PAVEMENT. AG9114' AG9114'THE AZIMUTH MARK IS STAMPED--- AG9114'---MANATEE COUNTY GEOGRAPHIC INFORMATION SYSTEM AZIMUTH 009---. AG9114'THE AZIMUTH MARK IS 0.49 MILES N90E FROM THE STATION. AG9114'THE AZIMUTH MARK BEARS SSE 18.27 FEET FROM A NAIL AND BOTTLE CAP AG9114'THE AZIMUTH MARK BEARS NW 37.29 FEET FROM AN IRON ROD AND CAP AG9114'STAMPED---RJL LB 2241---IN THE CENTER OF THE MEDIAN. THE AG9114'AZIMUTH MARK BEARS NNW 34.13 FEET FROM A NAIL AND DISK STAMPED--- AG9114'---RJL LB 2241---ABOUT 0.8 FEET SOUTH OF THE NORTH EDGE OF AG9114'THE PAVEMENT OF THE EAST BOUND LANE OF MOCCASIN WALLOW ROAD. AG9114'A CARSONITE WITNESS POST WAS SET AT THE AZIMUTH MARK. AG9114 AG9114 STATION RECOVERY (2002) AG9114 AG9114'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ) AG9114'THE MARK IS ABOUT 4.7 MI NORTHWEST OF PARRISH, IN SECTION 22, TOWNSHIP AG9114'33 SOUTH, RANGE 18 AG9114'EAST. AG9114' AG9114'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 75 AND COUNTY ROAD 6 AG9114'(MOCCASIN AG9114'WALLOW ROAD) ABOUT 4.9 MI NORTHWEST OF PARRISH, GO EAST ON COUNTY ROAD AG9114'6 (MOCCASIN AG9114'WALLOW ROAD) FOR 0.25 MI TO THE MARK ON THE LEFT, CENTERED IN A GRASSY AG9114'MEDIAN, A ROD AND AG9114'DISC DRIVEN TO THE DEPTH OF 8.9 FT, RECESSED 1.0 FT BELOW THE LEVEL OF AG9114'THE GROUND AND AG9114'ABOUT 2.5 FT BELOW THE LEVEL OF COUNTY ROAD 6 (MOCCASIN WALLOW ROAD). AG9114' AG9114'LOCATED 32.3 FT SOUTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 6 AG9114'(MOCCASIN WALLOW AG9114'ROAD) WESTBOUND LANES, 32.2 FT NORTH OF THE APPROXIMATE CENTERLINE OF AG9114'COUNTY ROAD 6 AG9114'(MOCCASIN WALLOW ROAD) EASTBOUND LANES, 20.8 FT SOUTH OF THE EDGE OF AG9114'THE PAVEMENT OF AG9114'COUNTY ROAD 6 (MOCCASIN WALLOW ROAD) WESTBOUND LANES, 20.7 FT NORTH OF AG9114'THE EDGE OF AG9114'THE PAVEMENT OF COUNTY ROAD 6 (MOCCASIN WALLOW ROAD) EASTBOUND LANES AG9114'AND 0.8 FT AG9114'NORTH OF A CARSONITE WITNESS POST. AG9114' AG9114'NOTE A MAGNET WAS EMBEDDED IN THE MONUMENT. AG9114' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG9119 *********************************************************************** AG9119 DESIGNATION - GIS 014 AG9119 PID - AG9119 AG9119 STATE/COUNTY- FL/MANATEE AG9119 USGS QUAD - LORRAINE (1987) AG9119 AG9119 *CURRENT SURVEY CONTROL AG9119 ___________________________________________________________________ AG9119* NAD 83(1999)- 27 25 54.61921(N) 082 23 58.29533(W) ADJUSTED AG9119* NAVD 88 - 9.8 (meters) 32. (feet) VERTCON AG9119 ___________________________________________________________________ AG9119 X - 749,277.394 (meters) COMP AG9119 Y - -5,615,218.873 (meters) COMP AG9119 Z - 2,920,761.789 (meters) COMP AG9119 LAPLACE CORR- -0.99 (seconds) DEFLEC99 AG9119 ELLIP HEIGHT- -14.80 (meters) GPS OBS AG9119 GEOID HEIGHT- -24.50 (meters) GEOID99 AG9119 AG9119 HORZ ORDER - FIRST AG9119 ELLP ORDER - FOURTH CLASS I AG9119 AG9119.The horizontal coordinates were established by GPS observations AG9119.and adjusted by the National Geodetic Survey in June 2002. AG9119 AG9119.The NAVD 88 height was computed by applying the VERTCON shift value to AG9119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG9119 AG9119.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG9119 AG9119.The Laplace correction was computed from DEFLEC99 derived deflections. AG9119 AG9119.The ellipsoidal height was determined by GPS observations AG9119.and is referenced to NAD 83. AG9119 AG9119.The geoid height was determined by GEOID99. AG9119 AG9119; North East Units Scale Converg. AG9119;SPC FL W - 343,315.401 160,499.781 MT 0.99996043 -0 11 02.6 AG9119;UTM 17 - 3,035,045.225 361,672.081 MT 0.99983620 -0 38 41.5 AG9119 AG9119 SUPERSEDED SURVEY CONTROL AG9119 AG9119 NAD 83(1990)- 27 25 54.61767(N) 082 23 58.29484(W) AD( ) 1 AG9119 ELLIP HT - -14.67 (m) GP( ) 4 1 AG9119 NAD 83(1986)- 27 25 54.62046(N) 082 23 58.30768(W) AD( ) 1 AG9119 NGVD 29 - 10.1 (m) 33. (f) GPS OBS AG9119 AG9119.Superseded values are not recommended for survey control. AG9119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG9119.See file dsdata.txt to determine how the superseded data were derived. AG9119 AG9119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6167235045(NAD 83) AG9119_MARKER: DD = SURVEY DISK AG9119_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL AG9119+WITH SETTING: INFORMATION. AG9119_STAMPING: GIS 014 AG9119_MARK LOGO: FL-081 AG9119_PROJECTION: RECESSED 15 CENTIMETERS AG9119_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AG9119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG9119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG9119+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2002 AG9119_ROD/PIPE-DEPTH: 2.7 meters AG9119 AG9119 HISTORY - Date Condition Report By AG9119 HISTORY - 1987 MONUMENTED FL-081 AG9119 HISTORY - 20020531 GOOD FLDEP AG9119 AG9119 STATION DESCRIPTION AG9119 AG9119'DESCRIBED BY MANATEE COUNTY FLORIDA 1987 (TMJ) AG9119'THE STATION IS LOCATED ABOUT 11-1/2 MILES SOUTHEAST OF BRADENTON AG9119'AND 11 MILES NORTHEAST OF SARASOTA,AND 3-3/4 MILES EAST OF AG9119'INTERSTATE 75. AG9119' AG9119'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 70 AND AG9119'STATE ROAD 683 AT ONECO, GO EAST ALONG STATE ROAD 70 AG9119'(ONECO-MYAKKA CITY ROAD) FOR 9.25 MILES AND THE STATION ON THE RIGHT, AG9119'THE STATION IS 0.2 MILES WEST OF THE INTERSECTION WITH AG9119'LORRAINE ROAD. AG9119' AG9119'THE STATION IS A 3-1/4 INCH DIAMETER ALUMINUM DISK STAMPED--- AG9119'---MANATEE COUNTY GEOGRAPHIC INFORMATION SYSTEM GIS 014---. AG9119'THE DISK IS SET ON ONE THREE FOOT SECTION OF BERNTSEN TS-R-3 ROD AG9119'ATTACHED TO TWO THREE FOOT SECTIONS OF BERNTSEN HDR-R-3 RODS AG9119'HAMMERED TO REFUSAL. THE DISK IS 12 INCHES BELOW GROUND. AG9119'IT IS 53 FEET SOUTH OF THE CENTER OF STATE ROAD 70, SOUTHWEST OF AG9119'THE INTERSECTION WITH A SHELL DRIVE. AG9119'A CARSONITE WITNESS POST WAS SET AT THE STATION. AG9119' AG9119'THE STATION IS REFERENCED BY AN IRON ROD AND TWO DISKS. AG9119'THE STATION BEARS WEST 79.89 FEET FROM AN IRON ROD AND CAP STAMPED--- AG9119'---LB 2241---. THE STATION BEARS SE 73.66 FEET FROM AN IRON ROD AG9119'AND DISK STAMPED---RJL LB 2241---SET IN THE SOUTH EDGE OF THE AG9119'PAVEMENT OF STATE ROAD 70. THE STATION BEARS SW 61.60 FEET FROM A AG9119'NAIL AND DISK STAMPED---RJL LB 2241---IN PAVEMENT OF S.R. 70. AG9119' AG9119'THE AZIMUTH MARK IS STAMPED--- AG9119'---MANATEE COUNTY GEOGRAPHIC INFORMATION SYSTEM AZIMUTH 014--- AG9119'THE MARK IS 0.55 MILES N90W FROM THE STATION. AG9119'THE AZIMUTH MARK BEARS NE 21.26 FEET FROM AN IRON ROD AND CAP AG9119'STAMPED---LB 2241---. THE AZIMUTH MARK BEARS SE 58.76 FEET FROM A AG9119'NAIL WITH DISK STAMPED---RJL LB 2241---SET IN THE SOUTH EDGE OF AG9119'THE PAVEMENT OF S.R.70. THE MARK BEARS SW 64.15 FEET FROM A NAIL AG9119'WITH DISC STAMPED---RJL LB 2241---SET IN THE S EDGE OF THE PAVEMENT. AG9119'A CARSONITE WITNESS POST WAS SET AT THE AZIMUTH MARK. AG9119 AG9119 STATION RECOVERY (2002) AG9119 AG9119'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ) AG9119'THE MARK IS ABOUT 11.7 MI SOUTHEAST OF BRADENTON, IN SECTION 21, AG9119'TOWNSHIP 35 SOUTH, AG9119'RANGE 19 EAST. AG9119' AG9119'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND STATE AG9119'ROAD 70 ABOUT 9.5 MI AG9119'SOUTHEAST OF BRADENTON, GO EAST ON STATE ROAD 70 FOR 3.75 MI TO THE AG9119'MARK ON THE RIGHT, A AG9119'ROD AND DISC DRIVEN TO REFUSAL AT A DEPTH OF 8.9 FT, RECESSED 0.6 FT AG9119'BELOW THE LEVEL OF AG9119'THE GROUND AND ABOUT 4.0 FT BELOW THE LEVEL OF STATE ROAD 70. AG9119' AG9119'LOCATED 52.7 FT SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 70, AG9119'1.1 FT SOUTH OF A AG9119'CARSONITE WITNESS POST AND 1.0 FT NORTH OF A METAL WITNESS POST. AG9119' AG9119' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG8426 *********************************************************************** AG8426 DESIGNATION - I75 84 A22 RM 2 AG8426 PID - AG8426 AG8426 STATE/COUNTY- FL/MANATEE AG8426 USGS QUAD - LORRAINE (1987) AG8426 AG8426 *CURRENT SURVEY CONTROL AG8426 ___________________________________________________________________ AG8426* NAD 83(1990)- 27 29 21.37927(N) 082 27 54.74504(W) ADJUSTED AG8426* NAVD 88 - 4.646 (meters) 15.24 (feet) ADJUSTED AG8426 ___________________________________________________________________ AG8426 LAPLACE CORR- -1.36 (seconds) DEFLEC99 AG8426 GEOID HEIGHT- -24.49 (meters) GEOID99 AG8426 DYNAMIC HT - 4.639 (meters) 15.22 (feet) COMP AG8426 MODELED GRAV- 979,137.5 (mgal) NAVD 88 AG8426 AG8426 HORZ ORDER - SECOND AG8426 VERT ORDER - SECOND CLASS II AG8426 AG8426.The horizontal coordinates were established by classical geodetic methods AG8426.and adjusted by the National Geodetic Survey in May 1991. AG8426 AG8426.The orthometric height was determined by differential leveling AG8426.and adjusted by the National Geodetic Survey in June 1991. AG8426 AG8426.The Laplace correction was computed from DEFLEC99 derived deflections. AG8426 AG8426.The geoid height was determined by GEOID99. AG8426 AG8426.The dynamic height is computed by dividing the NAVD 88 AG8426.geopotential number by the normal gravity value computed on the AG8426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8426.degrees latitude (g = 980.6199 gals.). AG8426 AG8426.The modeled gravity was interpolated from observed gravity values. AG8426 AG8426; North East Units Scale Converg. AG8426;SPC FL W - 349,701.959 154,029.862 MT 0.99996725 -0 12 53.0 AG8426;UTM 17 - 3,041,482.912 355,254.532 MT 0.99985862 -0 40 35.2 AG8426 AG8426 SUPERSEDED SURVEY CONTROL AG8426 AG8426 NAD 83(1986)- 27 29 21.38245(N) 082 27 54.75862(W) AD( ) 2 AG8426 NGVD 29 - 5.14 (m) 16.9 (f) LEVELING 3 AG8426 AG8426.Superseded values are not recommended for survey control. AG8426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8426.See file dsdata.txt to determine how the superseded data were derived. AG8426 AG8426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5525541483(NAD 83) AG8426_MARKER: DD = SURVEY DISK AG8426_SETTING: 32 = HEADWALL AG8426_STAMPING: I 75 84 A 22 RM NO 2 AG8426_MARK LOGO: FLDT AG8426_MAGNETIC: N = NO MAGNETIC MATERIAL AG8426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8426+STABILITY: SURFACE MOTION AG8426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8426+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2002 AG8426 AG8426 HISTORY - Date Condition Report By AG8426 HISTORY - 1984 MONUMENTED FLDT AG8426 HISTORY - 20020110 GOOD FLDEP AG8426 AG8426 STATION DESCRIPTION AG8426 AG8426'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8426'6.45 MI EAST FROM BRADENTON. AG8426'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 64, ABOUT AG8426'6.0 MILES EAST OF BRADENTON, GO EAST ON STATE ROAD 64 FOR 0.45 MILE AG8426'TO A CONCRETE HEADWALL AND THE MARK. IT IS 48.3 FEET NORTHEAST OF AG8426'THE CENTER OF THE WESTBOUND LANES AND 3.9 FEET NORTHWEST OF THE AG8426'SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL. AG8426 AG8426 STATION RECOVERY (2002) AG8426 AG8426'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (PBM) AG8426'THE MARK IS ABOUT 6.0 MI EAST OF BRADENTON, IN SECTION 36, TOWNSHIP 34 AG8426'SOUTH, RANGE 18 AG8426'EAST. AG8426' AG8426'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE I-75 AND STATE ROAD AG8426'64 ON THE EAST AG8426'SIDE OF BRADENTON, GO EAST ON STATE ROAD 64 (MANATEE AVENUE EAST) FOR AG8426'0.45 MI TO THE AG8426'MARK ON THE LEFT, SET FLUSH IN THE TOP OF A CONCRETE HEADWALL LEVEL AG8426'WITH THE GROUND AG8426'AND 1.6 FT BELOW THE LEVEL OF STATE ROAD 64. AG8426' AG8426'LOCATED 48.3 FT NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF AG8426'STATE ROAD 64 AG8426'AND 3.9 FT NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE AG8426'HEADWALL. AG8426' AG8426' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG8435 *********************************************************************** AG8435 DESIGNATION - I75 84 A25 RM 1 AG8435 PID - AG8435 AG8435 STATE/COUNTY- FL/MANATEE AG8435 USGS QUAD - LORRAINE (1987) AG8435 AG8435 *CURRENT SURVEY CONTROL AG8435 ___________________________________________________________________ AG8435* NAD 83(1990)- 27 29 07.83527(N) 082 26 44.91674(W) ADJUSTED AG8435* NAVD 88 - 7.132 (meters) 23.40 (feet) ADJUSTED AG8435 ___________________________________________________________________ AG8435 LAPLACE CORR- -1.30 (seconds) DEFLEC99 AG8435 GEOID HEIGHT- -24.51 (meters) GEOID99 AG8435 DYNAMIC HT - 7.121 (meters) 23.36 (feet) COMP AG8435 MODELED GRAV- 979,136.5 (mgal) NAVD 88 AG8435 AG8435 HORZ ORDER - SECOND AG8435 VERT ORDER - SECOND CLASS II AG8435 AG8435.The horizontal coordinates were established by classical geodetic methods AG8435.and adjusted by the National Geodetic Survey in May 1991. AG8435 AG8435.The orthometric height was determined by differential leveling AG8435.and adjusted by the National Geodetic Survey in June 1991. AG8435 AG8435.The Laplace correction was computed from DEFLEC99 derived deflections. AG8435 AG8435.The geoid height was determined by GEOID99. AG8435 AG8435.The dynamic height is computed by dividing the NAVD 88 AG8435.geopotential number by the normal gravity value computed on the AG8435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8435.degrees latitude (g = 980.6199 gals.). AG8435 AG8435.The modeled gravity was interpolated from observed gravity values. AG8435 AG8435; North East Units Scale Converg. AG8435;SPC FL W - 349,278.046 155,945.108 MT 0.99996512 -0 12 20.7 AG8435;UTM 17 - 3,041,043.629 357,166.088 MT 0.99985183 -0 40 02.6 AG8435 AG8435 SUPERSEDED SURVEY CONTROL AG8435 AG8435 NAD 83(1986)- 27 29 07.83913(N) 082 26 44.93029(W) AD( ) 2 AG8435 NGVD 29 - 7.62 (m) 25.0 (f) LEVELING 3 AG8435 AG8435.Superseded values are not recommended for survey control. AG8435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8435.See file dsdata.txt to determine how the superseded data were derived. AG8435 AG8435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5716641044(NAD 83) AG8435_MARKER: DD = SURVEY DISK AG8435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8435_STAMPING: I 75 84 A 25 RM NO 1 AG8435_MARK LOGO: FLDT AG8435_PROJECTION: RECESSED 3 CENTIMETERS AG8435_MAGNETIC: N = NO MAGNETIC MATERIAL AG8435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8435+STABILITY: SURFACE MOTION AG8435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8435+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2002 AG8435 AG8435 HISTORY - Date Condition Report By AG8435 HISTORY - 1984 MONUMENTED FLDT AG8435 HISTORY - 20020110 GOOD FLDEP AG8435 AG8435 STATION DESCRIPTION AG8435 AG8435'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8435'7.7 MI EAST FROM BRADENTON. AG8435'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 64, ABOUT AG8435'6.0 MILES EAST OF BRADENTON, GO EAST ON STATE ROAD 64 FOR 1.7 MILES AG8435'TO THE DIRT DRIVE LEADING NORTH TO HOUSE NUMBER 9529 AND THE MARK. AG8435'IT IS 47.3 FEET SOUTH OF THE CENTER OF STATE ROAD 64, 23.2 FEET EAST AG8435'SOUTHEAST OF A UTILITY POLE AND 2.3 FEET NORTH OF A WOODEN FENCE. AG8435'THE MARK IS 2.1 FT N FROM A WITNESS POST. AG8435 AG8435 STATION RECOVERY (2002) AG8435 AG8435'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (PBM) AG8435'THE MARK IS ABOUT 7.25 MI EAST OF BRADENTON, IN SECTION 30, TOWNSHIP AG8435'34 SOUTH, RANGE 19 AG8435'EAST. AG8435' AG8435'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE I-75 AND STATE ROAD AG8435'64 ON THE EAST AG8435'SIDE OF BRADENTON, GO EAST ON STATE ROAD 64 (MANATEE AVENUE EAST) FOR AG8435'1.65 MI TO THE AG8435'MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT AG8435'RECESSED 0.1 FT BELOW AG8435'THE LEVEL OF THE GROUND AND 1.0 FT BELOW THE LEVEL OF STATE ROAD 64. AG8435' AG8435'LOCATED 53.6 FT SOUTH OF THE CENTERLINE OF STATE ROAD 64, 29.5 FT AG8435'SOUTH OF THE SOUTH AG8435'EDGE OF THE EASTBOUND LANES OF STATE ROAD 64, 22.4 FT EAST-SOUTHEAST AG8435'OF A POWER POLE AG8435'AND 2.1 FT NORTH OF A METAL WITNESS POST. AG8435' AG8435' AG8435' AG8435' AG8435' AG8435' AG8435' AG8435' AG8435' AG8435' AG8435' AG8435' AG8435' AG8435' AG8435' AG8435' AG8435' AG8435' AG8435' AG8435' AG8435' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG8433 *********************************************************************** AG8433 DESIGNATION - I75 84 A25 RM 2 AG8433 PID - AG8433 AG8433 STATE/COUNTY- FL/MANATEE AG8433 USGS QUAD - LORRAINE (1987) AG8433 AG8433 *CURRENT SURVEY CONTROL AG8433 ___________________________________________________________________ AG8433* NAD 83(1990)- 27 29 07.84145(N) 082 26 45.42142(W) ADJUSTED AG8433* NAVD 88 - 6.955 (meters) 22.82 (feet) ADJUSTED AG8433 ___________________________________________________________________ AG8433 LAPLACE CORR- -1.30 (seconds) DEFLEC99 AG8433 GEOID HEIGHT- -24.51 (meters) GEOID99 AG8433 DYNAMIC HT - 6.945 (meters) 22.79 (feet) COMP AG8433 MODELED GRAV- 979,136.5 (mgal) NAVD 88 AG8433 AG8433 HORZ ORDER - SECOND AG8433 VERT ORDER - SECOND CLASS II AG8433 AG8433.The horizontal coordinates were established by classical geodetic methods AG8433.and adjusted by the National Geodetic Survey in May 1991. AG8433 AG8433.The orthometric height was determined by differential leveling AG8433.and adjusted by the National Geodetic Survey in June 1991. AG8433 AG8433.The Laplace correction was computed from DEFLEC99 derived deflections. AG8433 AG8433.The geoid height was determined by GEOID99. AG8433 AG8433.The dynamic height is computed by dividing the NAVD 88 AG8433.geopotential number by the normal gravity value computed on the AG8433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8433.degrees latitude (g = 980.6199 gals.). AG8433 AG8433.The modeled gravity was interpolated from observed gravity values. AG8433 AG8433; North East Units Scale Converg. AG8433;SPC FL W - 349,278.286 155,931.255 MT 0.99996514 -0 12 21.0 AG8433;UTM 17 - 3,041,043.980 357,152.239 MT 0.99985188 -0 40 02.8 AG8433 AG8433 SUPERSEDED SURVEY CONTROL AG8433 AG8433 NAD 83(1986)- 27 29 07.84530(N) 082 26 45.43496(W) AD( ) 2 AG8433 NGVD 29 - 7.45 (m) 24.4 (f) LEVELING 3 AG8433 AG8433.Superseded values are not recommended for survey control. AG8433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8433.See file dsdata.txt to determine how the superseded data were derived. AG8433 AG8433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5715241044(NAD 83) AG8433_MARKER: DD = SURVEY DISK AG8433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8433_STAMPING: I 75 84 A 25 RM NO 2 AG8433_MARK LOGO: FLDT AG8433_PROJECTION: FLUSH AG8433_MAGNETIC: N = NO MAGNETIC MATERIAL AG8433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8433+STABILITY: SURFACE MOTION AG8433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8433+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2002 AG8433 AG8433 HISTORY - Date Condition Report By AG8433 HISTORY - 1984 MONUMENTED FLDT AG8433 HISTORY - 20020110 GOOD FLDEP AG8433 AG8433 STATION DESCRIPTION AG8433 AG8433'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8433'7.7 MI EAST FROM BRADENTON. AG8433'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 64, ABOUT AG8433'6.0 MILES EAST OF BRADENTON, GO EAST ON STATE ROAD 64 FOR 1.7 MILES AG8433'TO THE DIRT DRIVE LEADING NORTH TO HOUSE NUMBER 9529 AND THE MARK. AG8433'IT IS 48.6 FEET SOUTH OF THE CENTER OF STATE ROAD 64, 25.0 FEET WEST AG8433'SOUTHWEST OF A UTILITY POLE AND 2.1 FEET NORTH OF THE FENCE. AG8433'THE MARK IS 1.8 FT N FROM A WITNESS POST. AG8433 AG8433 STATION RECOVERY (2002) AG8433 AG8433'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (PBM) AG8433'THE MARK IS ABOUT 7.25 MI EAST OF BRADENTON, IN SECTION 30, TOWNSHIP AG8433'34 SOUTH, RANGE 19 AG8433'EAST. AG8433' AG8433'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE I-75 AND STATE ROAD AG8433'64 ON THE EAST AG8433'SIDE OF BRADENTON, GO EAST ON STATE ROAD 64 (MANATEE AVENUE EAST) FOR AG8433'1.6 MI TO THE AG8433'MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH AG8433'WITH THE GROUND AG8433'AND 1.0 FT BELOW THE LEVEL OF STATE ROAD 64. AG8433' AG8433'LOCATED 48.6 FT SOUTH OF THE CENTERLINE OF STATE ROAD 64, 25.0 FT WEST AG8433'OF A POWER POLE AG8433'AND 1.8 FT NORTH OF A METAL WITNESS POST. AG8433' AG8433' AG8433' AG8433' AG8433' AG8433' AG8433' AG8433' AG8433' AG8433' AG8433' AG8433' AG8433' AG8433' AG8433' AG8433' AG8433' AG8433' AG8433' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG8443 *********************************************************************** AG8443 DESIGNATION - I75 84 A27 RM 1 AG8443 PID - AG8443 AG8443 STATE/COUNTY- FL/MANATEE AG8443 USGS QUAD - LORRAINE (1987) AG8443 AG8443 *CURRENT SURVEY CONTROL AG8443 ___________________________________________________________________ AG8443* NAD 83(1990)- 27 29 05.94170(N) 082 25 38.68546(W) ADJUSTED AG8443* NAVD 88 - 7.728 (meters) 25.35 (feet) ADJUSTED AG8443 ___________________________________________________________________ AG8443 LAPLACE CORR- -1.26 (seconds) DEFLEC99 AG8443 GEOID HEIGHT- -24.53 (meters) GEOID99 AG8443 DYNAMIC HT - 7.716 (meters) 25.31 (feet) COMP AG8443 MODELED GRAV- 979,135.8 (mgal) NAVD 88 AG8443 AG8443 HORZ ORDER - SECOND AG8443 VERT ORDER - SECOND CLASS II AG8443 AG8443.The horizontal coordinates were established by classical geodetic methods AG8443.and adjusted by the National Geodetic Survey in May 1991. AG8443 AG8443.The orthometric height was determined by differential leveling AG8443.and adjusted by the National Geodetic Survey in June 1991. AG8443 AG8443.The Laplace correction was computed from DEFLEC99 derived deflections. AG8443 AG8443.The geoid height was determined by GEOID99. AG8443 AG8443.The dynamic height is computed by dividing the NAVD 88 AG8443.geopotential number by the normal gravity value computed on the AG8443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8443.degrees latitude (g = 980.6199 gals.). AG8443 AG8443.The modeled gravity was interpolated from observed gravity values. AG8443 AG8443; North East Units Scale Converg. AG8443;SPC FL W - 349,213.369 157,762.973 MT 0.99996319 -0 11 50.1 AG8443;UTM 17 - 3,040,964.316 358,983.162 MT 0.99984547 -0 39 32.0 AG8443 AG8443 SUPERSEDED SURVEY CONTROL AG8443 AG8443 NAD 83(1986)- 27 29 05.94641(N) 082 25 38.69888(W) AD( ) 2 AG8443 NGVD 29 - 8.22 (m) 27.0 (f) LEVELING 3 AG8443 AG8443.Superseded values are not recommended for survey control. AG8443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8443.See file dsdata.txt to determine how the superseded data were derived. AG8443 AG8443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5898340964(NAD 83) AG8443_MARKER: DD = SURVEY DISK AG8443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8443_STAMPING: I 75 84 A 27 RM NO 1 AG8443_MARK LOGO: FLDT AG8443_PROJECTION: FLUSH AG8443_MAGNETIC: N = NO MAGNETIC MATERIAL AG8443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8443+STABILITY: SURFACE MOTION AG8443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8443+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2002 AG8443 AG8443 HISTORY - Date Condition Report By AG8443 HISTORY - 1984 MONUMENTED FLDT AG8443 HISTORY - 20020110 GOOD FLDEP AG8443 AG8443 STATION DESCRIPTION AG8443 AG8443'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8443'8.85 MI EAST FROM BRADENTON. AG8443'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 64, ABOUT AG8443'6.0 MILES EAST OF BRADENTON, GO EAST ON STATE ROAD 64 FOR 2.45 MILES AG8443'TO THE INTERSECTION OF UPPER MANATEE ROAD, CONTINUE EAST ON STATE AG8443'ROAD 64 FOR 0.4 MILE AND THE MARK. IT IS 37.6 FEET EAST NORTHEAST OF AG8443'A UTILITY POLE AND 35.8 FEET SOUTH OF THE CENTER OF STATE ROAD 64. AG8443'THE MARK IS 12.8 FT N FROM A WITNESS POST. AG8443 AG8443 STATION RECOVERY (2002) AG8443 AG8443'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (PBM) AG8443'THE MARK IS ABOUT 8.4 MI EAST OF BRADENTON, IN SECTION 29, TOWNSHIP 34 AG8443'SOUTH, RANGE 19 AG8443'EAST. AG8443' AG8443'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE I-75 AND STATE ROAD AG8443'64 ON THE EAST AG8443'SIDE OF BRADENTON, GO EAST ON STATE ROAD 64 (MANATEE AVENUE EAST) FOR AG8443'2.25 MI TO THE AG8443'JUNCTION OF UPPER MANATEE ROAD ON THE LEFT, CONTINUE EAST ON STATE AG8443'ROAD 64 FOR 0.45 MI AG8443'TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT AG8443'FLUSH WITH THE AG8443'GROUND AND ABOUT 2.0 FT BELOW THE LEVEL OF STATE ROAD 64. AG8443' AG8443'LOCATED 37.6 FT EAST-NORTHEAST OF A POWER POLE, 35.8 FT SOUTH OF THE AG8443'CENTERLINE OF STATE AG8443'ROAD 64 AND 12.8 FT NORTH OF A CARSONITE WITNESS POST. AG8443' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG8446 *********************************************************************** AG8446 DESIGNATION - I75 84 A28 AG8446 PID - AG8446 AG8446 STATE/COUNTY- FL/MANATEE AG8446 USGS QUAD - LORRAINE (1987) AG8446 AG8446 *CURRENT SURVEY CONTROL AG8446 ___________________________________________________________________ AG8446* NAD 83(1990)- 27 29 03.45776(N) 082 25 08.68463(W) ADJUSTED AG8446* NAVD 88 - 8.331 (meters) 27.33 (feet) ADJUSTED AG8446 ___________________________________________________________________ AG8446 LAPLACE CORR- -1.24 (seconds) DEFLEC99 AG8446 GEOID HEIGHT- -24.54 (meters) GEOID99 AG8446 DYNAMIC HT - 8.318 (meters) 27.29 (feet) COMP AG8446 MODELED GRAV- 979,135.4 (mgal) NAVD 88 AG8446 AG8446 HORZ ORDER - SECOND AG8446 VERT ORDER - SECOND CLASS II AG8446 AG8446.The horizontal coordinates were established by classical geodetic methods AG8446.and adjusted by the National Geodetic Survey in May 1991. AG8446 AG8446.The orthometric height was determined by differential leveling AG8446.and adjusted by the National Geodetic Survey in June 1991. AG8446 AG8446.The Laplace correction was computed from DEFLEC99 derived deflections. AG8446 AG8446.The geoid height was determined by GEOID99. AG8446 AG8446.The dynamic height is computed by dividing the NAVD 88 AG8446.geopotential number by the normal gravity value computed on the AG8446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8446.degrees latitude (g = 980.6199 gals.). AG8446 AG8446.The modeled gravity was interpolated from observed gravity values. AG8446 AG8446; North East Units Scale Converg. AG8446;SPC FL W - 349,134.107 158,586.248 MT 0.99996234 -0 11 36.3 AG8446;UTM 17 - 3,040,878.434 359,805.675 MT 0.99984261 -0 39 18.1 AG8446 AG8446|---------------------------------------------------------------------| AG8446| PID Reference Object Distance Geod. Az | AG8446| dddmmss.s | AG8446| AG8447 I75 84 A28 RM 1 15.334 METERS 10259 | AG8446| AG8445 I75 84 A28 RM 2 64.639 METERS 26631 | AG8446|---------------------------------------------------------------------| AG8446 AG8446 SUPERSEDED SURVEY CONTROL AG8446 AG8446 NAD 83(1986)- 27 29 03.46285(N) 082 25 08.69798(W) AD( ) 2 AG8446 NGVD 29 - 8.83 (m) 29.0 (f) LEVELING 3 AG8446 AG8446.Superseded values are not recommended for survey control. AG8446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8446.See file dsdata.txt to determine how the superseded data were derived. AG8446 AG8446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5980640878(NAD 83) AG8446_MARKER: DD = SURVEY DISK AG8446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8446_STAMPING: I 75 84 A 28 AG8446_MARK LOGO: FLDT AG8446_PROJECTION: FLUSH AG8446_MAGNETIC: N = NO MAGNETIC MATERIAL AG8446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8446+STABILITY: SURFACE MOTION AG8446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8446+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2002 AG8446 AG8446 HISTORY - Date Condition Report By AG8446 HISTORY - 1984 MONUMENTED FLDT AG8446 HISTORY - 1984 GOOD FLDT AG8446 HISTORY - 20020110 GOOD FLDEP AG8446 AG8446 STATION DESCRIPTION AG8446 AG8446'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 (CBM) AG8446'STATION IS LOCATED ABOUT 9-1/2 MILES EAST OF BRADENTON AND 7 MILES AG8446'SOUTH SOUTHEAST OF PARRISH. AG8446' AG8446'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND AG8446'STATE ROAD 64, ABOUT 6 MILES EAST OF BRADENTON, GO EAST ON STATE ROAD AG8446'64 FOR ABOUT 2.35 MILES TO THE INTERSECTION OF UPPER MANATEE ROAD, AG8446'CONTINUE EAST ON STATE ROAD 64 FOR ABOUT 0.9 MILE TO A DIRT DRIVE AG8446'LEADING SOUTH AND THE STATION, ABOUT 0.1 MILE EAST OF THE ENTRANCE TO AG8446'BRADENTON MISSIONARY VILLAGE. AG8446' AG8446'STATION MARK IS A FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS DISK, AG8446'STAMPED---I 75 84 A 28---, SET IN THE TOP OF A ROUND CONCRETE MONUMENT AG8446'THAT IS 5 INCHES BELOW THE GROUND. IT IS 69.7 FEET NORTHEAST OF AG8446'UTILITY POLE 158-2, 64.8 FEET WEST OF THE CENTER OF THE DIRT DRIVE, AG8446'21.3 FEET NORTH OF A METAL WITNESS POST AND 19.8 FEET SOUTH OF THE AG8446'CENTER OF STATE ROAD 64. AG8446' AG8446'REFERENCE MARK NUMBER 1 IS A FLORIDA, DEPARTMENT OF TRANSPORTATION AG8446'BRASS DISK, STAMPED---I 75 84 A 28 RM NO 1---, SET IN THE TOP OF A AG8446'ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND. IT IS 31.0 AG8446'FEET SOUTH OF THE CENTER OF STATE ROAD 64, 17.4 FEET WEST OF THE AG8446'CENTER OF THE DIRT DRIVE, 13.4 FEET NORTH OF THE WEST END OF A METAL AG8446'CULVERT UNDER THE DIRT DRIVE AND 4.7 FEET NORTH OF A METAL WITNESS AG8446'POST. AG8446' AG8446'REFERENCE MARK NUMBER 2 IS A FLORIDA, DEPARTMENT OF TRANSPORTATION AG8446'BRASS DISK, STAMPED---I 75 84 A 28 RM NO 2---, SET IN A DRILL HOLE IN AG8446'THE TOP CENTER OF THE SOUTH CONCRETE HEADWALL OF A CULVERT UNDER STATE AG8446'ROAD 64. IT IS 33.6 FEET SOUTH OF THE CENTER OF STATE ROAD 64. AG8446 AG8446 STATION RECOVERY (1984) AG8446 AG8446'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8446'9.35 MI EAST FROM BRADENTON. AG8446'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 64, ABOUT AG8446'6.0 MILES EAST OF BRADENTON, GO EAST ON STATE ROAD 64 FOR 2.45 MILES AG8446'TO THE INTERSECTION OF UPPER MANATEE ROAD, CONTINUE EAST ON STATE AG8446'ROAD 64 FOR 0.9 MILE TO A DIRT DRIVE LEADING SOUTH AND THE MARK, AG8446'ABOUT 0.1 MILE EAST OF THE ENTRANCE TO BRADENTON MISSIONARY VILLAGE. AG8446'IT IS 69.7 FEET NORTHEAST OF UTILITY POLE 158-2, 64.8 FEET WEST OF AG8446'THE CENTER OF THE DIRT DRIVE AND 19.8 FEET SOUTH OF THE CENTER OF AG8446'STATE ROAD 64. AG8446'THE MARK IS 21.3 FT N FROM A WITNESS POST. AG8446 AG8446 STATION RECOVERY (2002) AG8446 AG8446'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (PBM) AG8446'THE MARK IS ABOUT 8.9 MI EAST OF BRADENTON, 0.1 MI EAST OF THE AG8446'ENTRANCE TO BRADENTON AG8446'MISSIONARY VILLAGE, IN SECTION 32, TOWNSHIP 34 SOUTH, RANGE 19 EAST. AG8446' AG8446'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE I-75 AND STATE ROAD AG8446'64 ON THE EAST AG8446'SIDE OF BRADENTON, GO EAST ON STATE ROAD 64 (MANATEE AVENUE EAST) FOR AG8446'2.25 MI TO THE AG8446'JUNCTION OF UPPER MANATEE ROAD ON THE LEFT, CONTINUE EAST ON STATE AG8446'ROAD 64 FOR 0.95 MI AG8446'TO THE JUNCTION OF A DIRT ROAD ON THE RIGHT AND THE MARK ON THE RIGHT, AG8446'SET IN THE TOP OF AG8446'A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND 0.6 FT BELOW THE AG8446'LEVEL OF STATE AG8446'ROAD 64. AG8446' AG8446'LOCATED 69.7 FT NORTHEAST OF POWER POLE NUMBER 159-2, 64.8 FT WEST OF AG8446'THE APPROXIMATE AG8446'CENTERLINE OF A DRIVE, 19.8 FT SOUTH OF THE CENTERLINE OF STATE ROAD AG8446'64 AND 21.3 FT NORTH AG8446'OF A CARSONITE WITNESS POST. AG8446' AG8446'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE AG8446'MONUMENT. AG8446' AG8446' AG8446' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG8459 *********************************************************************** AG8459 DESIGNATION - I75 84 A32 RM 2 AG8459 PID - AG8459 AG8459 STATE/COUNTY- FL/MANATEE AG8459 USGS QUAD - LORRAINE (1987) AG8459 AG8459 *CURRENT SURVEY CONTROL AG8459 ___________________________________________________________________ AG8459* NAD 83(1990)- 27 28 38.92803(N) 082 24 08.10149(W) ADJUSTED AG8459* NAVD 88 - 9.045 (meters) 29.68 (feet) ADJUSTED AG8459 ___________________________________________________________________ AG8459 LAPLACE CORR- -1.13 (seconds) DEFLEC99 AG8459 GEOID HEIGHT- -24.55 (meters) GEOID99 AG8459 DYNAMIC HT - 9.031 (meters) 29.63 (feet) COMP AG8459 MODELED GRAV- 979,134.3 (mgal) NAVD 88 AG8459 AG8459 HORZ ORDER - SECOND AG8459 VERT ORDER - SECOND CLASS II AG8459 AG8459.The horizontal coordinates were established by classical geodetic methods AG8459.and adjusted by the National Geodetic Survey in May 1991. AG8459 AG8459.The orthometric height was determined by differential leveling AG8459.and adjusted by the National Geodetic Survey in June 1991. AG8459 AG8459.The Laplace correction was computed from DEFLEC99 derived deflections. AG8459 AG8459.The geoid height was determined by GEOID99. AG8459 AG8459.The dynamic height is computed by dividing the NAVD 88 AG8459.geopotential number by the normal gravity value computed on the AG8459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8459.degrees latitude (g = 980.6199 gals.). AG8459 AG8459.The modeled gravity was interpolated from observed gravity values. AG8459 AG8459; North East Units Scale Converg. AG8459;SPC FL W - 348,373.593 160,246.840 MT 0.99996068 -0 11 08.2 AG8459;UTM 17 - 3,040,104.662 361,459.885 MT 0.99983692 -0 38 49.6 AG8459 AG8459 SUPERSEDED SURVEY CONTROL AG8459 AG8459 NAD 83(1986)- 27 28 38.93397(N) 082 24 08.11478(W) AD( ) 2 AG8459 NGVD 29 - 9.54 (m) 31.3 (f) LEVELING 3 AG8459 AG8459.Superseded values are not recommended for survey control. AG8459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8459.See file dsdata.txt to determine how the superseded data were derived. AG8459 AG8459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6146040105(NAD 83) AG8459_MARKER: DD = SURVEY DISK AG8459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8459_STAMPING: I 75 84 A 32 RM NO 2 AG8459_MARK LOGO: FLDT AG8459_PROJECTION: RECESSED 18 CENTIMETERS AG8459_MAGNETIC: N = NO MAGNETIC MATERIAL AG8459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8459+STABILITY: SURFACE MOTION AG8459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8459+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2002 AG8459 AG8459 HISTORY - Date Condition Report By AG8459 HISTORY - 1984 MONUMENTED FLDT AG8459 HISTORY - 20020110 GOOD FLDEP AG8459 AG8459 STATION DESCRIPTION AG8459 AG8459'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8459'10.65 MI EAST FROM BRADENTON. AG8459'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 64, ABOUT AG8459'6.0 MILES EAST OF BRADENTON, GO EAST ON STATE ROAD 64 FOR 2.45 MILES AG8459'TO THE INTERSECTION OF UPPER MANATEE ROAD, CONTINUE EAST ON STATE AG8459'ROAD 64 FOR 2.2 MILES AND THE MARK. IT IS 40.5 FEET NORTHWEST OF AG8459'UTILITY POLE 184 1/2, 24.7 FEET NORTHEAST OF THE FENCE AND 24.5 FEET AG8459'SOUTHWEST OF THE CENTER OF STATE ROAD 64. AG8459'THE MARK IS 24.0 FT NE FROM A WITNESS POST. AG8459 AG8459 STATION RECOVERY (2002) AG8459 AG8459'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (PBM) AG8459'THE MARK IS ABOUT 10.0 MI EAST OF BRADENTON, IN SECTION 33, TOWNSHIP AG8459'34 SOUTH, RANGE 19 AG8459'EAST. AG8459' AG8459'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE I-75 AND STATE ROAD AG8459'64 ON THE EAST AG8459'SIDE OF BRADENTON, GO EAST ON STATE ROAD 64 (MANATEE AVENUE EAST) FOR AG8459'2.25 MI TO THE AG8459'JUNCTION OF UPPER MANATEE ROAD ON THE LEFT, CONTINUE EAST ON STATE AG8459'ROAD 64 FOR 2.2 MI TO AG8459'THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT AG8459'RECESSED 0.7 FT AG8459'BELOW THE LEVEL OF THE GROUND AND ABOUT 1.4 FT BELOW THE LEVEL OF AG8459'STATE ROAD 64. AG8459' AG8459'LOCATED 40.5 FT NORTHWEST OF POWER POLE NUMBER 184 1-2, 24.7 FT AG8459'NORTHEAST OF THE FENCE, AG8459'24.5 FT SOUTHWEST OF THE CENTERLINE OF STATE ROAD 64 AND 24.0 FT AG8459'NORTHEAST OF A METAL AG8459'WITNESS POST. AG8459' AG8459' AG8459' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG8467 *********************************************************************** AG8467 DESIGNATION - I75 84 A34 AG8467 PID - AG8467 AG8467 STATE/COUNTY- FL/MANATEE AG8467 USGS QUAD - LORRAINE (1987) AG8467 AG8467 *CURRENT SURVEY CONTROL AG8467 ___________________________________________________________________ AG8467* NAD 83(1990)- 27 28 32.23063(N) 082 23 43.29048(W) ADJUSTED AG8467* NAVD 88 - 10.392 (meters) 34.09 (feet) ADJUSTED AG8467 ___________________________________________________________________ AG8467 LAPLACE CORR- -1.08 (seconds) DEFLEC99 AG8467 GEOID HEIGHT- -24.56 (meters) GEOID99 AG8467 DYNAMIC HT - 10.376 (meters) 34.04 (feet) COMP AG8467 MODELED GRAV- 979,134.0 (mgal) NAVD 88 AG8467 AG8467 HORZ ORDER - SECOND AG8467 VERT ORDER - SECOND CLASS II AG8467 AG8467.The horizontal coordinates were established by classical geodetic methods AG8467.and adjusted by the National Geodetic Survey in May 1991. AG8467 AG8467.The orthometric height was determined by differential leveling AG8467.and adjusted by the National Geodetic Survey in June 1991. AG8467 AG8467.The Laplace correction was computed from DEFLEC99 derived deflections. AG8467 AG8467.The geoid height was determined by GEOID99. AG8467 AG8467.The dynamic height is computed by dividing the NAVD 88 AG8467.geopotential number by the normal gravity value computed on the AG8467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8467.degrees latitude (g = 980.6199 gals.). AG8467 AG8467.The modeled gravity was interpolated from observed gravity values. AG8467 AG8467; North East Units Scale Converg. AG8467;SPC FL W - 348,165.263 160,927.299 MT 0.99996001 -0 10 56.7 AG8467;UTM 17 - 3,039,890.885 362,138.560 MT 0.99983460 -0 38 38.0 AG8467 AG8467: Primary Azimuth Mark Grid Az AG8467:SPC FL W - I75 84 A33 274 47 23.4 AG8467:UTM 17 - I75 84 A33 275 15 04.7 AG8467 AG8467|---------------------------------------------------------------------| AG8467| PID Reference Object Distance Geod. Az | AG8467| dddmmss.s | AG8467| AG8466 I75 84 A34 RM 1 8.257 METERS 25932 | AG8467| AG8463 I75 84 A33 408.055 METERS 2743626.7 | AG8467| AG8465 A 9 2 RM 1 44.725 METERS 29829 | AG8467|---------------------------------------------------------------------| AG8467 AG8467 SUPERSEDED SURVEY CONTROL AG8467 AG8467 NAD 83(1986)- 27 28 32.23662(N) 082 23 43.30381(W) AD( ) 2 AG8467 NGVD 29 - 10.89 (m) 35.7 (f) LEVELING 3 AG8467 AG8467.Superseded values are not recommended for survey control. AG8467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8467.See file dsdata.txt to determine how the superseded data were derived. AG8467 AG8467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6213939891(NAD 83) AG8467_MARKER: DD = SURVEY DISK AG8467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8467_STAMPING: I 75 84 A 34 AG8467_MARK LOGO: FLDT AG8467_PROJECTION: RECESSED 8 CENTIMETERS AG8467_MAGNETIC: N = NO MAGNETIC MATERIAL AG8467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8467+STABILITY: SURFACE MOTION AG8467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8467+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2002 AG8467 AG8467 HISTORY - Date Condition Report By AG8467 HISTORY - 1984 MONUMENTED FLDT AG8467 HISTORY - 1984 GOOD FLDT AG8467 HISTORY - 20020110 GOOD FLDEP AG8467 AG8467 STATION DESCRIPTION AG8467 AG8467'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 (CBM) AG8467'STATION IS LOCATED ABOUT 11 MILES EAST OF BRADENTON AND 7-3/4 MILES AG8467'SOUTHEAST OF PARRISH. AG8467' AG8467'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND AG8467'STATE ROAD 64, ABOUT 6 MILES EAST OF BRADENTON, GO EAST ON STATE ROAD AG8467'64 FOR ABOUT 2.35 MILES TO THE INTERSECTION OF UPPER MANATEE ROAD, AG8467'CONTINUE EAST ON STATE ROAD 64 FOR ABOUT 2.6 MILES TO THE INTERSECTION AG8467'OF LORRAINE ROAD AND THE STATION. AG8467' AG8467'STATION MARK IS A FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS DISK, AG8467'STAMPED---I 75 84 A 34---, SET IN THE TOP OF A ROUND CONCRETE MONUMENT AG8467'THAT IS 4 INCHES BELOW THE GROUND. IT IS 68.0 FEET EAST OF THE CENTER AG8467'OF LORRAINE ROAD, 20.5 FEET SOUTH OF THE CENTER OF STATE ROAD 64, 11.7 AG8467'FEET NORTHEAST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A AG8467'CULVERT UNDER STATE ROAD 64 AND 5.8 FEET NORTH OF A METAL WITNESS AG8467'POST. AG8467' AG8467'REFERENCE MARK NUMBER 1 IS A FLORIDA, DEPARTMENT OF TRANSPORTATION AG8467'BRASS DISK, STAMPED---I 75 84 A 34 RM NO 1---, SET IN A DRILL HOLE IN AG8467'THE TOP OF THE SOUTH CONCRETE HEADWALL. IT IS 41.0 FEET EAST OF THE AG8467'CENTER OF LORRAINE ROAD, 27.0 FEET SOUTH OF THE CENTER OF STATE ROAD AG8467'64, 17.5 FEET NORTH OF UTILITY POLE 193 AND 2.2 FEET EAST OF THE WEST AG8467'END OF THE CONCRETE HEADWALL. AG8467' AG8467'REFERENCE MARK NUMBER 2 IS A U S COAST AND GEODETIC SURVEY BRASS DISK, AG8467'STAMPED---A 92 NO 1 1954---, SET IN THE TOP OF AN 8X8 INCH SQUARE AG8467'CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND. IT IS 62.0 AG8467'FEET WEST OF THE PROJECTED CENTER OF LORRAINE ROAD, 50.0 FEET EAST OF AG8467'THE CENTER OF A DIRT DRIVE LEADING NORTH, 48.5 FEET NORTH OF THE AG8467'CENTER OF STATE ROAD 64 AND 1.5 FEET SOUTH OF A BARB WIRE FENCE. AG8467 AG8467 STATION RECOVERY (1984) AG8467 AG8467'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8467'11.05 MI EAST FROM BRADENTON. AG8467'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 64, ABOUT AG8467'6.0 MILES EAST OF BRADENTON, GO EAST ON STATE ROAD 64 FOR 2.45 MILES AG8467'TO THE INTERSECTION OF UPPER MANATEE ROAD, CONTINUE EAST ON STATE AG8467'ROAD 64 FOR 2.6 MILES TO THE INTERSECTION OF LORRAINE ROAD AND THE AG8467'MARK. IT IS 68.0 FEET EAST OF THE CENTER OF LORRAINE ROAD, 20.5 FEET AG8467'SOUTH OF THE CENTER OF STATE ROAD 64 AND 11.7 FEET NORTHEAST OF THE AG8467'EAST END OF THE SOUTH CONCRETE HEADWALL. AG8467'THE MARK IS 5.8 FT N FROM A WITNESS POST. AG8467 AG8467 STATION RECOVERY (2002) AG8467 AG8467'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (PBM) AG8467'THE MARK IS ABOUT 10.5 MI EAST OF BRADENTON, IN SECTION 3, TOWNSHIP 35 AG8467'SOUTH, RANGE 19 AG8467'EAST. AG8467' AG8467'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE I-75 AND STATE ROAD AG8467'64 ON THE EAST AG8467'SIDE OF BRADENTON, GO EAST ON STATE ROAD 64 (MANATEE AVENUE EAST) FOR AG8467'2.25 MI TO THE AG8467'JUNCTION OF UPPER MANATEE ROAD ON THE LEFT, CONTINUE EAST ON STATE AG8467'ROAD 64 FOR 2.65 MI AG8467'TO THE JUNCTION OF LORRAINE ROAD ON THE RIGHT AND THE MARK ON THE AG8467'RIGHT, SET IN THE TOP AG8467'OF A ROUND CONCRETE MONUMENT RECESSED 0.3 FT BELOW THE LEVEL OF THE AG8467'GROUND AND AG8467'ABOUT 1.0 FT BELOW THE LEVEL STATE ROAD 64. AG8467' AG8467'LOCATED 68.0 FT EAST OF THE CENTERLINE OF LARRAINE ROAD, 20.5 FT SOUTH AG8467'OF THE CENTERLINE AG8467'OF STATE ROAD 64, 11.7 FT NORTHEAST OF THE EAST END OF THE SOUTH AG8467'CONCRETE HEADWALL AND AG8467'5.8 FT NORTH OF A CARSONITE WITNESS POST. AG8467' AG8467' AG8467' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG8469 *********************************************************************** AG8469 DESIGNATION - I75 84 A35 RM 2 AG8469 PID - AG8469 AG8469 STATE/COUNTY- FL/MANATEE AG8469 USGS QUAD - LORRAINE (1987) AG8469 AG8469 *CURRENT SURVEY CONTROL AG8469 ___________________________________________________________________ AG8469* NAD 83(1990)- 27 28 31.74710(N) 082 23 07.97628(W) ADJUSTED AG8469* NAVD 88 - 14.440 (meters) 47.38 (feet) ADJUSTED AG8469 ___________________________________________________________________ AG8469 LAPLACE CORR- -1.02 (seconds) DEFLEC99 AG8469 GEOID HEIGHT- -24.57 (meters) GEOID99 AG8469 DYNAMIC HT - 14.418 (meters) 47.30 (feet) COMP AG8469 MODELED GRAV- 979,133.7 (mgal) NAVD 88 AG8469 AG8469 HORZ ORDER - SECOND AG8469 VERT ORDER - SECOND CLASS II AG8469 AG8469.The horizontal coordinates were established by classical geodetic methods AG8469.and adjusted by the National Geodetic Survey in May 1991. AG8469 AG8469.The orthometric height was determined by differential leveling AG8469.and adjusted by the National Geodetic Survey in June 1991. AG8469 AG8469.The Laplace correction was computed from DEFLEC99 derived deflections. AG8469 AG8469.The geoid height was determined by GEOID99. AG8469 AG8469.The dynamic height is computed by dividing the NAVD 88 AG8469.geopotential number by the normal gravity value computed on the AG8469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8469.degrees latitude (g = 980.6199 gals.). AG8469 AG8469.The modeled gravity was interpolated from observed gravity values. AG8469 AG8469; North East Units Scale Converg. AG8469;SPC FL W - 348,147.332 161,896.720 MT 0.99995909 -0 10 40.4 AG8469;UTM 17 - 3,039,865.150 363,107.682 MT 0.99983132 -0 38 21.7 AG8469 AG8469 SUPERSEDED SURVEY CONTROL AG8469 AG8469 NAD 83(1986)- 27 28 31.75294(N) 082 23 07.98955(W) AD( ) 2 AG8469 NGVD 29 - 14.93 (m) 49.0 (f) LEVELING 3 AG8469 AG8469.Superseded values are not recommended for survey control. AG8469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8469.See file dsdata.txt to determine how the superseded data were derived. AG8469 AG8469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6310839865(NAD 83) AG8469_MARKER: DD = SURVEY DISK AG8469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8469_STAMPING: I 75 84 A 35 RM NO 2 AG8469_MARK LOGO: FLDT AG8469_PROJECTION: RECESSED 8 CENTIMETERS AG8469_MAGNETIC: N = NO MAGNETIC MATERIAL AG8469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8469+STABILITY: SURFACE MOTION AG8469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8469+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2002 AG8469 AG8469 HISTORY - Date Condition Report By AG8469 HISTORY - 1984 MONUMENTED FLDT AG8469 HISTORY - 20020110 GOOD FLDEP AG8469 AG8469 STATION DESCRIPTION AG8469 AG8469'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8469'11.7 MI EAST FROM BRADENTON. AG8469'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 64, ABOUT AG8469'6.0 MILES EAST OF BRADENTON, GO EAST ON STATE ROAD 64 FOR 2.45 MILES AG8469'TO THE INTERSECTION OF UPPER MANATEE ROAD, CONTINUE EAST ON STATE AG8469'ROAD 64 FOR 2.6 MILES TO THE INTERSECTION OF LORRAINE ROAD, CONTINUE AG8469'EAST ON STATE ROAD 64 FOR 0.65 MILE TO A DIRT DRIVE LEADING NORTH AND AG8469'THE MARK. IT IS 40.5 FEET SOUTH OF THE CENTER OF STATE ROAD 64, 28.5 AG8469'FEET WEST OF THE PROJECTED CENTER OF THE DIRT DRIVE AND 9.0 FEET AG8469'NORTH OF A BARB WIRE FENCE. AG8469'THE MARK IS 1.5 FT N FROM A WITNESS POST. AG8469 AG8469 STATION RECOVERY (2002) AG8469 AG8469'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (PBM) AG8469'THE MARK IS ABOUT 11.1 MI EAST OF BRADENTON, IN SECTION 3, TOWNSHIP 35 AG8469'SOUTH, RANGE 19 AG8469'EAST. AG8469' AG8469'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE I-75 AND STATE ROAD AG8469'64 ON THE EAST AG8469'SIDE OF BRADENTON, GO EAST ON STATE ROAD 64 (MANATEE AVENUE EAST) FOR AG8469'2.25 MI TO THE AG8469'JUNCTION OF UPPER MANATEE ROAD ON THE LEFT, CONTINUE EAST ON STATE AG8469'ROAD 64 FOR 2.65 MI AG8469'TO THE JUNCTION OF LORRAINE ROAD ON THE RIGHT, CONTINUE EAST ON STATE AG8469'ROAD 64 FOR 0.6 MI AG8469'TO A DIRT DRIVE LEADING NORTH AND THE MARK ON THE RIGHT, SET IN THE AG8469'TOP OF A ROUND AG8469'CONCRETE MONUMENT RECESSED 0.3 FT BELOW THE LEVEL OF THE GROUND AND AG8469'0.8 FT BELOW THE AG8469'LEVEL OF STATE ROAD 64. AG8469' AG8469'LOCATED 40.5 FT SOUTH OF THE CENTERLINE OF STATE ROAD 64, 28.5 FT WEST AG8469'OF THE PROJECTED AG8469'CENTER OF THE DIRT DRIVE, 9.0 FT NORTH OF A BARBWIRE FENCE AND 8.0 FT AG8469'NORTH OF A AG8469'CARSONITE WITNESS POST. AG8469' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG8500 *********************************************************************** AG8500 DESIGNATION - I75 84 A42 AG8500 PID - AG8500 AG8500 STATE/COUNTY- FL/MANATEE AG8500 USGS QUAD - PALMETTO (1987) AG8500 AG8500 *CURRENT SURVEY CONTROL AG8500 ___________________________________________________________________ AG8500* NAD 83(1990)- 27 31 48.30616(N) 082 30 29.92627(W) ADJUSTED AG8500* NAVD 88 - 9.916 (meters) 32.53 (feet) ADJUSTED AG8500 ___________________________________________________________________ AG8500 LAPLACE CORR- -1.52 (seconds) DEFLEC99 AG8500 GEOID HEIGHT- -24.46 (meters) GEOID99 AG8500 DYNAMIC HT - 9.901 (meters) 32.48 (feet) COMP AG8500 MODELED GRAV- 979,141.1 (mgal) NAVD 88 AG8500 AG8500 HORZ ORDER - SECOND AG8500 VERT ORDER - SECOND CLASS II AG8500 AG8500.The horizontal coordinates were established by classical geodetic methods AG8500.and adjusted by the National Geodetic Survey in May 1991. AG8500 AG8500.The orthometric height was determined by differential leveling AG8500.and adjusted by the National Geodetic Survey in June 1991. AG8500 AG8500.The Laplace correction was computed from DEFLEC99 derived deflections. AG8500 AG8500.The geoid height was determined by GEOID99. AG8500 AG8500.The dynamic height is computed by dividing the NAVD 88 AG8500.geopotential number by the normal gravity value computed on the AG8500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8500.degrees latitude (g = 980.6199 gals.). AG8500 AG8500.The modeled gravity was interpolated from observed gravity values. AG8500 AG8500; North East Units Scale Converg. AG8500;SPC FL W - 354,241.057 149,788.758 MT 0.99997229 -0 14 05.8 AG8500;UTM 17 - 3,046,055.586 351,050.603 MT 0.99987386 -0 41 50.3 AG8500 AG8500|---------------------------------------------------------------------| AG8500| PID Reference Object Distance Geod. Az | AG8500| dddmmss.s | AG8500| AG8498 I75 84 A42 RM 1 18.795 METERS 08448 | AG8500| AG8499 I75 84 A42 RM 2 7.307 METERS 18918 | AG8500|---------------------------------------------------------------------| AG8500 AG8500 SUPERSEDED SURVEY CONTROL AG8500 AG8500 NAD 83(1986)- 27 31 48.30972(N) 082 30 29.94016(W) AD( ) 2 AG8500 NGVD 29 - 10.41 (m) 34.2 (f) LEVELING 3 AG8500 AG8500.Superseded values are not recommended for survey control. AG8500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8500.See file dsdata.txt to determine how the superseded data were derived. AG8500 AG8500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5105146056(NAD 83) AG8500_MARKER: DD = SURVEY DISK AG8500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8500_STAMPING: I75 84 A 42 AG8500_MARK LOGO: FLDT AG8500_PROJECTION: RECESSED 15 CENTIMETERS AG8500_MAGNETIC: N = NO MAGNETIC MATERIAL AG8500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8500+STABILITY: SURFACE MOTION AG8500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8500+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 AG8500 AG8500 HISTORY - Date Condition Report By AG8500 HISTORY - 1984 MONUMENTED FLDT AG8500 HISTORY - 1984 GOOD FLDT AG8500 HISTORY - 20020711 GOOD FLDEP AG8500 AG8500 STATION DESCRIPTION AG8500 AG8500'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 (CBM) AG8500'STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF BRADENTON AND 6-1/2 AG8500'MILES SOUTHWEST OF PARRISH. AG8500' AG8500'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND AG8500'STATE ROAD 64, ABOUT 6 MILES EAST OF BRADENTON, GO NORTHERLY ON AG8500'INTERSTATE ROUTE 75 FOR ABOUT 3.55 MILES TO THE NORTH END OF THE AG8500'INTERSTATE BRIDGES OVER THE MANATEE RIVER (INTERSECTION OF U.S. 301). AG8500' AG8500'STATION MARK IS A FLORIDA, DEPARTMENT OF TRANSPORTION BRASS DISK, AG8500'STAMPED---I 75 84 A 42---, SET IN THE TOP OF A ROUND CONCRETE MONUMENT AG8500'THAT IS 6 INCHES BELOW THE GROUND. IT IS 61.5 FEET NORTHWEST OF THE AG8500'NORTH END OF THE WEST CONCRETE GUARDRAIL OF THE NORTHBOUND BRIDGE, AG8500'11.3 FEET NORTHWEST OF THE NORTHWEST CONCRETE GUARDWALL BETWEEN THE AG8500'NORTH AND SOUTHBOUND BRIDGES, 12.7 FEET NORTH OF THE NORTH END OF THE AG8500'EAST CONCRETE GUARDRAIL OF THE SOUTHBOUND BRIDGE AND 6.0 FEET EAST OF AG8500'THE METAL GUARDRAIL. AG8500' AG8500'REFERENCE MARK NUMBER 1 IS A FLORIDA, DEPARTMENT OF TRANSPORTATION AG8500'BRASS DISK, STAMPED---I 75 84 A 42 RM NO 1---, SET IN A DRILL HOLE IN AG8500'THE TOP NORTH END OF THE WEST CONCRETE GUARDRAIL OF THE NORTHBOUND AG8500'BRIDGE. IT IS 11.7 FEET WEST OF THE WEST EDGE OF THE NORTHBOUND LANES AG8500'AND 2.6 FEET SOUTH OF THE NORTH END OF THE CONCRETE GUARDRAIL. AG8500' AG8500'REFERENCE MARK NUMBER 2 IS A FLORIDA, DEPARTMENT OF TRANSPORTATION AG8500'BRASS DISK, STAMPED---I 75 84 A 42 RM NO 2---, SET IN A DRILL HOLE IN AG8500'THE TOP OF THE CONCRETE EMERGENCY PULLOFF LANE AT THE NORTHEAST CORNER AG8500'OF THE SOUTHBOUND BRIDGE. IT IS 11.2 FEET SOUTH OF THE NORTH END OF AG8500'THE EAST CONCRETE GUARDRAIL OF THE SOUTHBOUND BRIDGE, 6.0 FEET EAST OF AG8500'THE EAST EDGE OF THE SOUTHBOUND LANES AND 5.5 FEET WEST OF THE WEST AG8500'FACE OF THE CONCRETE GUARDRAIL. AG8500 AG8500 STATION RECOVERY (1984) AG8500 AG8500'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8500'9.7 MI NE FROM BRADENTON. AG8500'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 64, ABOUT AG8500'6.0 MILES EAST OF BRADENTON, GO NORTHERLY ON INTERSTATE ROUTE 75 FOR AG8500'3.7 MILES TO THE NORTH END OF THE INTERSTATE BRIDGES OVER THE MANATEE AG8500'RIVER (INTERSECTION OF U.S. 301). IT IS 61.5 FEET NORTHWEST OF THE AG8500'NORTH END OF THE WEST CONCRETE GUARDRAIL OF THE NORTHBOUND BRIDGE, AG8500'11.3 FEET NORTHWEST OF THE NORTHWEST CONCRETE GUARDWALL BETWEEN THE AG8500'NORTH AND SOUTHBOUND BRIDGES, 12.7 FEET NORTH OF THE NORTH END OF THE AG8500'EAST CONCRETE GUARDRAIL OF THE SOUTHBOUND BRIDGE AND 6.0 FEET EAST OF AG8500'THE METAL GUARDRAIL. AG8500 AG8500 STATION RECOVERY (2002) AG8500 AG8500'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ) AG8500'THE MARK IS ON THE EAST SIDE OF ELLENTON, IN SECTION 9, TOWNSHIP 34 AG8500'SOUTH, RANGE 18 EAST. AG8500' AG8500'THE MARK IS AT THE OVERPASS OF INTERSTATE 75 AND U.S. HIGHWAY 301 IN AG8500'ELLENTON, GO TO THE AG8500'NORTH END OF THE BRIDGE OVER U.S. HIGHWAY 301 AND THE MARK ON THE AG8500'LEFT, SET IN THE TOP AG8500'OF A ROUND CONCRETE MONUMENT RECESSED 0.6 FT BELOW THE LEVEL OF THE AG8500'GROUND. AG8500' AG8500'LOCATED 61.5 FT NORTHWEST OF THE NORTH END OF THE WEST CONCRETE AG8500'GUARDRAIL OF THE AG8500'NORTHBOUND BRIDGE, 11.3 FT NORTHWEST OF THE NORTHWEST CONCRETE AG8500'GUARDWALL AG8500'BETWEEN THE NORTH AND SOUTHBOUND BRIDGES, 12.7 FT NORTH OF THE NORTH AG8500'END OF THE AG8500'EAST CONCRETE GUARDRAIL OF THE SOUTHBOUND BRIDGE AND 6.0 FT EAST OF AG8500'THE METAL AG8500'GUARDRAIL. AG8500' AG8500' AG8500' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG8502 *********************************************************************** AG8502 DESIGNATION - I75 84 A43 AG8502 PID - AG8502 AG8502 STATE/COUNTY- FL/MANATEE AG8502 USGS QUAD - PALMETTO (1987) AG8502 AG8502 *CURRENT SURVEY CONTROL AG8502 ___________________________________________________________________ AG8502* NAD 83(1990)- 27 32 17.70115(N) 082 30 40.26184(W) ADJUSTED AG8502* NAVD 88 - 7.347 (meters) 24.10 (feet) ADJUSTED AG8502 ___________________________________________________________________ AG8502 LAPLACE CORR- -1.53 (seconds) DEFLEC99 AG8502 GEOID HEIGHT- -24.46 (meters) GEOID99 AG8502 DYNAMIC HT - 7.336 (meters) 24.07 (feet) COMP AG8502 MODELED GRAV- 979,142.1 (mgal) NAVD 88 AG8502 AG8502 HORZ ORDER - SECOND AG8502 VERT ORDER - SECOND CLASS II AG8502 AG8502.The horizontal coordinates were established by classical geodetic methods AG8502.and adjusted by the National Geodetic Survey in May 1991. AG8502 AG8502.The orthometric height was determined by differential leveling AG8502.and adjusted by the National Geodetic Survey in June 1991. AG8502 AG8502.The Laplace correction was computed from DEFLEC99 derived deflections. AG8502 AG8502.The geoid height was determined by GEOID99. AG8502 AG8502.The dynamic height is computed by dividing the NAVD 88 AG8502.geopotential number by the normal gravity value computed on the AG8502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8502.degrees latitude (g = 980.6199 gals.). AG8502 AG8502.The modeled gravity was interpolated from observed gravity values. AG8502 AG8502; North East Units Scale Converg. AG8502;SPC FL W - 355,147.001 149,508.888 MT 0.99997263 -0 14 10.8 AG8502;UTM 17 - 3,046,963.671 350,778.080 MT 0.99987486 -0 41 55.7 AG8502 AG8502|---------------------------------------------------------------------| AG8502| PID Reference Object Distance Geod. Az | AG8502| dddmmss.s | AG8502| AG8501 I75 84 A43 RM 1 12.271 METERS 21019 | AG8502| AG8503 I75 84 A43 RM 2 14.021 METERS 32751 | AG8502|---------------------------------------------------------------------| AG8502 AG8502 SUPERSEDED SURVEY CONTROL AG8502 AG8502 NAD 83(1986)- 27 32 17.70469(N) 082 30 40.27588(W) AD( ) 2 AG8502 NGVD 29 - 7.85 (m) 25.8 (f) LEVELING 3 AG8502 AG8502.Superseded values are not recommended for survey control. AG8502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8502.See file dsdata.txt to determine how the superseded data were derived. AG8502 AG8502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5077846964(NAD 83) AG8502_MARKER: DD = SURVEY DISK AG8502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8502_STAMPING: I75 84 A43 AG8502_MARK LOGO: FLDT AG8502_PROJECTION: RECESSED 23 CENTIMETERS AG8502_MAGNETIC: N = NO MAGNETIC MATERIAL AG8502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8502+STABILITY: SURFACE MOTION AG8502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8502+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 AG8502 AG8502 HISTORY - Date Condition Report By AG8502 HISTORY - 1984 MONUMENTED FLDT AG8502 HISTORY - 1984 GOOD FLDT AG8502 HISTORY - 20020711 GOOD FLDEP AG8502 AG8502 STATION DESCRIPTION AG8502 AG8502'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 (CBM) AG8502'STATION IS LOCATED ABOUT 4-3/4 MILES NORTHEAST OF BRADENTON AND 6-1/4 AG8502'MILES SOUTHWEST OF PARRISH. AG8502' AG8502'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND AG8502'U.S. ROUTE 301 (AT THE NORTH END OF THE INTERSTATE ROUTE 75 BRIDGES AG8502'OVER THE MANATEE RIVER), ABOUT 4.5 MILES NORTHEAST OF BRADENTON, GO AG8502'NORTHERLY ON INTERSTATE ROUTE 75 FOR ABOUT 0.55 MILE TO A SOUTHBOUND AG8502'EXIT SIGN (GAMBLE MANSION HISTORIC SITE) AND THE STATION. AG8502' AG8502'STATION MARK IS A FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS DISK, AG8502'STAMPED---I 75 84 A 43---, SET IN THE TOP OF A ROUND CONCRETE MONUMENT AG8502'THAT IS 9 INCHES BELOW THE GROUND. IT IS 75.4 FEET EAST OF THE RIGHT AG8502'OF WAY FENCE, 25.0 FEET EAST OF THE EAST SUPPORT POST FOR THE EXIT AG8502'SIGN AND 18.5 FEET WEST OF THE WEST EDGE OF THE SOUTHBOUND LANES. AG8502' AG8502'REFERENCE MARK NUMBER 1 IS A FLORIDA, DEPARTMENT OF TRANSPORTATION AG8502'BRASS DISK, STAMPED---I 75 84 A 43 RM NO 1---, SET IN THE TOP OF A AG8502'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 51.8 AG8502'FEET EAST OF THE RIGHT OF WAY FENCE, 42.0 FEET WEST OF THE WEST EDGE AG8502'OF THE SOUTHBOUND LANES, 33.9 FEET SOUTH OF THE EAST SUPPORT POST FOR AG8502'THE EXIT SIGN AND 19.7 FEET EAST OF A METAL WITNESS POST. AG8502' AG8502'REFERENCE MARK NUMBER 2 IS A FLORIDA, DEPARTMENT OF TRANSPORTATION AG8502'BRASS DISK, STAMPED---I 75 84 A 43 RM NO 2---, SET IN THE TOP OF A AG8502'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 54.0 AG8502'FEET EAST OF THE RIGHT OF WAY FENCE, 39.7 FEET NORTH OF THE EAST AG8502'SUPPORT POST FOR THE EXIT SIGN, 39.5 FEET WEST OF THE WEST EDGE OF AG8502'THE SOUTHBOUND LANES AND 26.2 FEET EAST OF A METAL WITNESS POST. AG8502 AG8502 STATION RECOVERY (1984) AG8502 AG8502'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8502'5.05 MI NE FROM BRADENTON. AG8502'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND U.S. ROUTE 301 (AT AG8502'THE NORTH END OF THE INTERSTATE ROUTE 75 BRIDGES OVER THE MANATEE AG8502'RIVER), ABOUT 4.5 MILES NORTHEAST OF BRADENTON, GO NORTHERLY ON AG8502'INTERSTATE ROUTE 75 FOR 0.55 MILE TO A SOUTHBOUND EXIT SIGN (GAMBLE AG8502'MANSION HISTORIC SITE) AND THE MARK. IT IS 75.4 FEET EAST OF THE AG8502'RIGHT OF WAY FENCE, 25.0 FEET EAST OF THE EAST SUPPORT POST FOR THE AG8502'EXIT SIGN AND 18.5 FEET WEST OF THE WEST EDGE OF THE SOUTHBOUND AG8502'LANES. AG8502 AG8502 STATION RECOVERY (2002) AG8502 AG8502'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ) AG8502'THE MARK IS ABOUT 1.5 MI NORTHEAST OF ELLENTON, IN SECTION 9, TOWNSHIP AG8502'34 SOUTH, RANGE 18 AG8502'EAST. AG8502' AG8502'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 75 AND U.S. HIGHWAY AG8502'301 IN ELLENTON, AG8502'GO NORTH ON INTERSTATE 75 FOR 0.6 MI TO THE MARK ON THE LEFT, SET IN AG8502'THE TOP OF A ROUND AG8502'CONCRETE MONUMENT RECESSED 0.9 FT BELOW THE LEVEL OF THE GROUND AND AG8502'ABOUT 1.5 FT AG8502'BELOW THE LEVEL OF INTERSTATE 75. AG8502' AG8502'LOCATED 183.2 FT SOUTH OF THE EAST SUPPORT POST FOR AN EXIT SIGN, 75.4 AG8502'FT EAST OF THE AG8502'RIGHT-OF-WAY FENCE, 18.5 FT WEST OF THE WEST EDGE OF THE SOUTHBOUND AG8502'LANES OF AG8502'INTERSTATE 75 AND 1.0 FT EAST OF A CARSONITE WITNESS POST. AG8502' AG8502' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG8501 *********************************************************************** AG8501 DESIGNATION - I75 84 A43 RM 1 AG8501 PID - AG8501 AG8501 STATE/COUNTY- FL/MANATEE AG8501 USGS QUAD - PALMETTO (1987) AG8501 AG8501 *CURRENT SURVEY CONTROL AG8501 ___________________________________________________________________ AG8501* NAD 83(1990)- 27 32 17.35700(N) 082 30 40.48754(W) ADJUSTED AG8501* NAVD 88 - 6.200 (meters) 20.34 (feet) ADJUSTED AG8501 ___________________________________________________________________ AG8501 LAPLACE CORR- -1.53 (seconds) DEFLEC99 AG8501 GEOID HEIGHT- -24.46 (meters) GEOID99 AG8501 DYNAMIC HT - 6.191 (meters) 20.31 (feet) COMP AG8501 MODELED GRAV- 979,142.1 (mgal) NAVD 88 AG8501 AG8501 HORZ ORDER - SECOND AG8501 VERT ORDER - SECOND CLASS II AG8501 AG8501.The horizontal coordinates were established by classical geodetic methods AG8501.and adjusted by the National Geodetic Survey in May 1991. AG8501 AG8501.The orthometric height was determined by differential leveling AG8501.and adjusted by the National Geodetic Survey in June 1991. AG8501 AG8501.The Laplace correction was computed from DEFLEC99 derived deflections. AG8501 AG8501.The geoid height was determined by GEOID99. AG8501 AG8501.The dynamic height is computed by dividing the NAVD 88 AG8501.geopotential number by the normal gravity value computed on the AG8501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8501.degrees latitude (g = 980.6199 gals.). AG8501 AG8501.The modeled gravity was interpolated from observed gravity values. AG8501 AG8501; North East Units Scale Converg. AG8501;SPC FL W - 355,136.433 149,502.652 MT 0.99997264 -0 14 10.9 AG8501;UTM 17 - 3,046,953.155 350,771.759 MT 0.99987488 -0 41 55.8 AG8501 AG8501 SUPERSEDED SURVEY CONTROL AG8501 AG8501 NAD 83(1986)- 27 32 17.36054(N) 082 30 40.50158(W) AD( ) 2 AG8501 NGVD 29 - 6.69 (m) 21.9 (f) LEVELING 3 AG8501 AG8501.Superseded values are not recommended for survey control. AG8501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8501.See file dsdata.txt to determine how the superseded data were derived. AG8501 AG8501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5077246953(NAD 83) AG8501_MARKER: DD = SURVEY DISK AG8501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8501_STAMPING: I75 84 A43 RM NO 1 AG8501_MARK LOGO: FLDT AG8501_PROJECTION: FLUSH AG8501_MAGNETIC: N = NO MAGNETIC MATERIAL AG8501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8501+STABILITY: SURFACE MOTION AG8501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8501+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 AG8501 AG8501 HISTORY - Date Condition Report By AG8501 HISTORY - 1984 MONUMENTED FLDT AG8501 HISTORY - 20020711 GOOD FLDEP AG8501 AG8501 STATION DESCRIPTION AG8501 AG8501'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8501'5.05 MI NE FROM BRADENTON. AG8501'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND U.S. ROUTE 301 (AT AG8501'THE NORTH END OF THE INTERSTATE ROUTE 75 BRIDGES OVER THE MANATEE AG8501'RIVER), ABOUT 4.5 MILES NORTHEAST OF BRADENTON, GO NORTHERLY ON AG8501'INTERSTATE ROUTE 75 FOR 0.55 MILE TO A SOUTHBOUND EXIT SIGN (GAMBLE AG8501'MANSION HISTORIC SITE) AND THE MARK. IT IS 51.8 FEET EAST OF THE AG8501'RIGHT OF WAY FENCE, 42.0 FEET WEST OF THE WEST EDGE OF THE SOUTHBOUND AG8501'LANES AND 33.9 FEET SOUTH OF THE EAST SUPPORT POST FOR THE EXIT SIGN. AG8501'THE MARK IS 19.7 FT E FROM A WITNESS POST. AG8501 AG8501 STATION RECOVERY (2002) AG8501 AG8501'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ) AG8501'THE MARK IS ABOUT 1.5 MI NORTHEAST OF ELLENTON, IN SECTION 9, TOWNSHIP AG8501'34 SOUTH, RANGE 18 AG8501'EAST. AG8501' AG8501'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 75 AND U.S. HIGHWAY AG8501'301 IN ELLENTON, AG8501'GO NORTH ON INTERSTATE 75 FOR 0.6 MI TO THE MARK ON THE LEFT, SET IN AG8501'THE TOP OF A ROUND AG8501'CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 4.0 FT BELOW THE AG8501'LEVEL OF AG8501'INTERSTATE 75. AG8501' AG8501'LOCATED 214.1 FT SOUTH OF THE EAST SUPPORT POST FOR THE EXIT SIGN, AG8501'51.8 FT EAST OF THE AG8501'RIGHT-OF-WAY FENCE, 42.0 FT WEST OF THE WEST EDGE OF THE SOUTHBOUND AG8501'LANES OF AG8501'INTERSTATE 75 AND 1.0 FT EAST OF A CARSONITE WITNESS POST. AG8501' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG8503 *********************************************************************** AG8503 DESIGNATION - I75 84 A43 RM 2 AG8503 PID - AG8503 AG8503 STATE/COUNTY- FL/MANATEE AG8503 USGS QUAD - PALMETTO (1987) AG8503 AG8503 *CURRENT SURVEY CONTROL AG8503 ___________________________________________________________________ AG8503* NAD 83(1990)- 27 32 18.08680(N) 082 30 40.53379(W) ADJUSTED AG8503* NAVD 88 - 6.433 (meters) 21.11 (feet) ADJUSTED AG8503 ___________________________________________________________________ AG8503 LAPLACE CORR- -1.53 (seconds) DEFLEC99 AG8503 GEOID HEIGHT- -24.46 (meters) GEOID99 AG8503 DYNAMIC HT - 6.423 (meters) 21.07 (feet) COMP AG8503 MODELED GRAV- 979,142.1 (mgal) NAVD 88 AG8503 AG8503 HORZ ORDER - SECOND AG8503 VERT ORDER - SECOND CLASS II AG8503 AG8503.The horizontal coordinates were established by classical geodetic methods AG8503.and adjusted by the National Geodetic Survey in May 1991. AG8503 AG8503.The orthometric height was determined by differential leveling AG8503.and adjusted by the National Geodetic Survey in June 1991. AG8503 AG8503.The Laplace correction was computed from DEFLEC99 derived deflections. AG8503 AG8503.The geoid height was determined by GEOID99. AG8503 AG8503.The dynamic height is computed by dividing the NAVD 88 AG8503.geopotential number by the normal gravity value computed on the AG8503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8503.degrees latitude (g = 980.6199 gals.). AG8503 AG8503.The modeled gravity was interpolated from observed gravity values. AG8503 AG8503; North East Units Scale Converg. AG8503;SPC FL W - 355,158.902 149,501.476 MT 0.99997264 -0 14 11.0 AG8503;UTM 17 - 3,046,975.630 350,770.764 MT 0.99987489 -0 41 55.9 AG8503 AG8503 SUPERSEDED SURVEY CONTROL AG8503 AG8503 NAD 83(1986)- 27 32 18.09034(N) 082 30 40.54784(W) AD( ) 2 AG8503 NGVD 29 - 6.93 (m) 22.7 (f) LEVELING 3 AG8503 AG8503.Superseded values are not recommended for survey control. AG8503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8503.See file dsdata.txt to determine how the superseded data were derived. AG8503 AG8503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5077146976(NAD 83) AG8503_MARKER: DD = SURVEY DISK AG8503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8503_STAMPING: I75 84 A43 RM NO 2 AG8503_MARK LOGO: FLDT AG8503_PROJECTION: FLUSH AG8503_MAGNETIC: N = NO MAGNETIC MATERIAL AG8503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8503+STABILITY: SURFACE MOTION AG8503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8503+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 AG8503 AG8503 HISTORY - Date Condition Report By AG8503 HISTORY - 1984 MONUMENTED FLDT AG8503 HISTORY - 20020711 GOOD FLDEP AG8503 AG8503 STATION DESCRIPTION AG8503 AG8503'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8503'5.05 MI NE FROM BRADENTON. AG8503'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND U.S. ROUTE 301 (AT AG8503'THE NORTH END OF THE INTERSTATE ROUTE 75 BRIDGES OVER THE MANATEE AG8503'RIVER), ABOUT 4.5 MILES NORTHEAST OF BRADENTON, GO NORTHERLY ON AG8503'INTERSTATE ROUTE 75 FOR 0.55 MILE TO A SOUTHBOUND EXIT SIGN (GAMBLE AG8503'MANSION HISTORIC SITE) AND THE MARK. IT IS 54.0 FEET EAST OF THE AG8503'RIGHT OF WAY FENCE, 39.7 FEET NORTH OF THE EAST SUPPORT POST FOR THE AG8503'EXIT SIGN AND 39.5 FEET WEST OF THE WEST EDGE OF THE SOUTHBOUND AG8503'LANES. AG8503'THE MARK IS 26.2 FT E FROM A WITNESS POST. AG8503 AG8503 STATION RECOVERY (2002) AG8503 AG8503'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ) AG8503'THE MARK IS ABOUT 1.5 MI NORTHEAST OF ELLENTON, IN SECTION 9, TOWNSHIP AG8503'34 SOUTH, RANGE 18 AG8503'EAST. AG8503' AG8503'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 75 AND U.S. HIGHWAY AG8503'301 IN ELLENTON, AG8503'GO NORTH ON INTERSTATE 75 FOR 0.6 MI TO THE MARK ON THE LEFT, SET IN AG8503'THE TOP OF A ROUND AG8503'CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 4.0 FT BELOW THE AG8503'LEVEL OF AG8503'INTERSTATE 75. AG8503' AG8503'LOCATED 140.5 FT SOUTH OF THE EAST SUPPORT POST FOR THE EXIT SIGN, AG8503'54.0 FT EAST OF THE AG8503'RIGHT OF WAY FENCE, 40.5 FT WEST OF THE WEST EDGE OF THE SOUTHBOUND AG8503'LANES OF AG8503'INTERSTATE 75 AND 1.0 FT EAST OF A CARSONITE WITNESS POST. AG8503' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG8554 *********************************************************************** AG8554 DESIGNATION - I75 84 A49 AG8554 PID - AG8554 AG8554 STATE/COUNTY- FL/MANATEE AG8554 USGS QUAD - PALMETTO (1987) AG8554 AG8554 *CURRENT SURVEY CONTROL AG8554 ___________________________________________________________________ AG8554* NAD 83(1990)- 27 36 05.59262(N) 082 30 09.39528(W) ADJUSTED AG8554* NAVD 88 - 15.583 (meters) 51.13 (feet) ADJUSTED AG8554 ___________________________________________________________________ AG8554 LAPLACE CORR- -1.64 (seconds) DEFLEC99 AG8554 GEOID HEIGHT- -24.51 (meters) GEOID99 AG8554 DYNAMIC HT - 15.559 (meters) 51.05 (feet) COMP AG8554 MODELED GRAV- 979,148.8 (mgal) NAVD 88 AG8554 AG8554 HORZ ORDER - SECOND AG8554 VERT ORDER - SECOND CLASS II AG8554 AG8554.The horizontal coordinates were established by classical geodetic methods AG8554.and adjusted by the National Geodetic Survey in May 1991. AG8554 AG8554.The orthometric height was determined by differential leveling AG8554.and adjusted by the National Geodetic Survey in June 1991. AG8554 AG8554.The Laplace correction was computed from DEFLEC99 derived deflections. AG8554 AG8554.The geoid height was determined by GEOID99. AG8554 AG8554.The dynamic height is computed by dividing the NAVD 88 AG8554.geopotential number by the normal gravity value computed on the AG8554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8554.degrees latitude (g = 980.6199 gals.). AG8554 AG8554.The modeled gravity was interpolated from observed gravity values. AG8554 AG8554; North East Units Scale Converg. AG8554;SPC FL W - 362,158.067 150,384.264 MT 0.99997155 -0 13 58.3 AG8554;UTM 17 - 3,053,966.742 351,709.984 MT 0.99987144 -0 41 46.7 AG8554 AG8554|---------------------------------------------------------------------| AG8554| PID Reference Object Distance Geod. Az | AG8554| dddmmss.s | AG8554| AG8551 I75 84 A49 RM 1 16.687 METERS 10453 | AG8554| AG8553 I75 84 A49 RM 2 16.166 METERS 26457 | AG8554|---------------------------------------------------------------------| AG8554 AG8554 SUPERSEDED SURVEY CONTROL AG8554 AG8554 NAD 83(1986)- 27 36 05.59605(N) 082 30 09.40974(W) AD( ) 2 AG8554 NGVD 29 - 16.08 (m) 52.8 (f) LEVELING 3 AG8554 AG8554.Superseded values are not recommended for survey control. AG8554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8554.See file dsdata.txt to determine how the superseded data were derived. AG8554 AG8554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5171053967(NAD 83) AG8554_MARKER: DD = SURVEY DISK AG8554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8554_STAMPING: I75 84 A49 AG8554_MARK LOGO: FLDT AG8554_PROJECTION: RECESSED 10 CENTIMETERS AG8554_MAGNETIC: N = NO MAGNETIC MATERIAL AG8554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8554+STABILITY: SURFACE MOTION AG8554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8554+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 AG8554 AG8554 HISTORY - Date Condition Report By AG8554 HISTORY - 1984 MONUMENTED FLDT AG8554 HISTORY - 1984 GOOD FLDT AG8554 HISTORY - 20020711 GOOD FLDEP AG8554 AG8554 STATION DESCRIPTION AG8554 AG8554'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 (CBM) AG8554'STATION IS LOCATED ABOUT 8-1/2 MILES NORTHEAST OF BRADENTON AND 4-3/4 AG8554'MILES WEST NORTHWEST OF PARRISH. AG8554' AG8554'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND AG8554'U.S. ROUTE 301 (AT THE NORTH END OF THE INTERSTATE ROUTE 75 BRIDGES AG8554'OVER THE MANATEE RIVER), ABOUT 4.5 MILES NORTHEAST OF BRADENTON, GO AG8554'NORTHERLY ON INTERSTATE ROUTE 75 FOR ABOUT 3.3 MILES TO THE AG8554'INTERSECTION OF INTERSTATE ROUTE 275, CONTINUE NORTHERLY ON INTERSTATE AG8554'ROUTE 75 FOR ABOUT 1.7 MILES TO THE INTERSECTION OF MOCCASSIN WALLOW AG8554'ROAD (STATE ROAD 675) AND THE STATION. AG8554' AG8554'STATION MARK IS A FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS DISK, AG8554'STAMPED---I 75 84 A 49---, SET IN THE TOP OF A ROUND CONCRETE MONUMENT AG8554'THAT IS 4 INCHES BELOW THE GROUND. IT IS 61.0 FEET WEST OF THE AG8554'NORTHEAST END OF THE NORTHWEST CONCRETE GUARDRAIL OF INTERSTATE ROUTE AG8554'75 NORTHBOUND BRIDGE, 54.0 FEET EAST OF THE NORTHEAST END OF THE AG8554'SOUTHEAST CONCRETE GUARDRAIL OF THE SOUTHBOUND BRIDGE AND 4.7 FEET AG8554'NORTH OF THE NORTH CONCRETE GUARDWALL BETWEEN THE NORTH AND SOUTHBOUND AG8554'BRIDGES. AG8554' AG8554'REFERENCE MARK NUMBER 1 IS A FLORIDA, DEPARTMENT OF TRANSPORTATION AG8554'BRASS DISK, STAMPED---I 75 84 A 49 RM NO 1---, SET IN A DRILL HOLE IN AG8554'THE TOP OF THE NORTHWEST CONCRETE GUARDRAIL OF THE NORTHBOUND BRIDGE. AG8554'IT IS 11.7 FEET SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST AG8554'CONCRETE GUARDRAIL AND 11.5 FEET NORTHWEST OF THE NORTHWEST EDGE OF AG8554'THE NORTHBOUND LANES. AG8554' AG8554'REFERENCE MARK NUMBER 2 IS A FLORIDA, DEPARTMENT OF TRANSPORTATION AG8554'BRASS DISK, STAMPED---I 75 84 A 49 RM NO 2---, SET IN A DRILL HOLE IN AG8554'THE TOP OF THE SOUTHEAST CONCRETE GUARDRAIL OF THE SOUTHBOUND BRIDGE. AG8554'IT IS 12.5 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE SOUTHBOUND AG8554'LANES AND 1.6 FEET SOUTHWEST OF THE NORTHEAST END OF THE CONCRETE AG8554'GUARDRAIL. AG8554 AG8554 STATION RECOVERY (1984) AG8554 AG8554'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8554'9.5 MI NE FROM BRADENTON. AG8554'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND U.S. ROUTE 301 (AT AG8554'THE NORTH END OF THE INTERSTATE ROUTE 75 BRIDGES OVER THE MANATEE AG8554'RIVER), ABOUT 4.5 MILES NORTHEAST OF BRADENTON, GO NORTHERLY ON AG8554'INTERSTATE ROUTE 75 FOR 3.3 MILES TO THE INTERSECTION OF INTERSTATE AG8554'ROUTE 275, CONTINUE NORTHERLY ON INTERSTATE ROUTE 75 FOR 1.7 MILES TO AG8554'THE INTERSECTION OF MOCCASSIN WALLOW ROAD (STATE ROAD 675) AND THE AG8554'MARK. IT IS 61.0 FEET WEST OF THE NORTHEAST END OF THE NORTHWEST AG8554'CONCRETE GUARDRAIL OF THE NORTHBOUND BRIDGE, 54.0 FEET EAST OF THE AG8554'NORTHEAST END OF THE SOUTHEAST CONCRETE GUARDRAIL OF THE SOUTHBOUND AG8554'BRIDGE AND 4.7 FEET NORTH OF THE NORTH CONCRETE GUARDWALL BETWEEN THE AG8554'NORTH AND SOUTHBOUND BRIDGES. AG8554 AG8554 STATION RECOVERY (2002) AG8554 AG8554'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ) AG8554'THE MARK IS ABOUT 8.3 MI NORTH-NORTHEAST OF BRADENTON, 4.9 MI AG8554'NORTHWEST OF PARRISH, IN AG8554'SECTION 16, TOWNSHIP 33 SOUTH, RANGE 18 EAST. AG8554' AG8554'THE MARK IS AT THE OVERPASS OF INTERSTATE 75 AND COUNTY ROAD 6 AG8554'(MOCCASIN WALLOW ROAD) AG8554'ABOUT 4.9 MI NORTHWEST OF PARRISH, GO TO THE NORTH SIDE OF THE AG8554'INTERSTATE 75 BRIDGE AG8554'OVER COUNTY ROAD 6 (MOCCASIN WALLOW ROAD) AND THE MARK IN THE MEDIAN, AG8554'SET IN THE TOP AG8554'OF A ROUND CONCRETE MONUMENT RECESSED 0.4 FT BELOW THE LEVEL OF THE AG8554'GROUND. AG8554' AG8554'LOCATED 61.0 FT WEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE AG8554'GUARDRAIL OF AG8554'THE NORTHBOUND LANES, 54.0 FT EAST OF THE NORTHEAST END OF THE AG8554'SOUTHEAST CONCRETE AG8554'GUARDRAIL OF THE SOUTHBOUND LANES AND 4.7 FT NORTH OF THE NORTH AG8554'GUARDWALL BETWEEN AG8554'THE NORTH AND SOUTHBOUND BRIDGES. AG8554' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG8555 *********************************************************************** AG8555 DESIGNATION - I75 84 A50 RM 2 AG8555 PID - AG8555 AG8555 STATE/COUNTY- FL/MANATEE AG8555 USGS QUAD - PARRISH (1987) AG8555 AG8555 *CURRENT SURVEY CONTROL AG8555 ___________________________________________________________________ AG8555* NAD 83(1990)- 27 36 40.70610(N) 082 29 32.48214(W) ADJUSTED AG8555* NAVD 88 - 7.366 (meters) 24.17 (feet) ADJUSTED AG8555 ___________________________________________________________________ AG8555 LAPLACE CORR- -1.67 (seconds) DEFLEC99 AG8555 GEOID HEIGHT- -24.53 (meters) GEOID99 AG8555 DYNAMIC HT - 7.355 (meters) 24.13 (feet) COMP AG8555 MODELED GRAV- 979,149.5 (mgal) NAVD 88 AG8555 AG8555 HORZ ORDER - SECOND AG8555 VERT ORDER - SECOND CLASS II AG8555 AG8555.The horizontal coordinates were established by classical geodetic methods AG8555.and adjusted by the National Geodetic Survey in May 1991. AG8555 AG8555.The orthometric height was determined by differential leveling AG8555.and adjusted by the National Geodetic Survey in June 1991. AG8555 AG8555.The Laplace correction was computed from DEFLEC99 derived deflections. AG8555 AG8555.The geoid height was determined by GEOID99. AG8555 AG8555.The dynamic height is computed by dividing the NAVD 88 AG8555.geopotential number by the normal gravity value computed on the AG8555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8555.degrees latitude (g = 980.6199 gals.). AG8555 AG8555.The modeled gravity was interpolated from observed gravity values. AG8555 AG8555; North East Units Scale Converg. AG8555;SPC FL W - 363,234.797 151,400.784 MT 0.99997032 -0 13 41.5 AG8555;UTM 17 - 3,055,035.105 352,735.078 MT 0.99986770 -0 41 30.4 AG8555 AG8555 SUPERSEDED SURVEY CONTROL AG8555 AG8555 NAD 83(1986)- 27 36 40.70951(N) 082 29 32.49643(W) AD( ) 2 AG8555 NGVD 29 - 7.86 (m) 25.8 (f) LEVELING 3 AG8555 AG8555.Superseded values are not recommended for survey control. AG8555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8555.See file dsdata.txt to determine how the superseded data were derived. AG8555 AG8555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5273555035(NAD 83) AG8555_MARKER: DD = SURVEY DISK AG8555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8555_STAMPING: I75 84 A50 RM NO 2 AG8555_MARK LOGO: FLDT AG8555_PROJECTION: FLUSH AG8555_MAGNETIC: N = NO MAGNETIC MATERIAL AG8555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8555+STABILITY: SURFACE MOTION AG8555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG8555+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 AG8555 AG8555 HISTORY - Date Condition Report By AG8555 HISTORY - 1984 MONUMENTED FLDT AG8555 HISTORY - 20020711 GOOD FLDEP AG8555 AG8555 STATION DESCRIPTION AG8555 AG8555'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8555'10.5 MI NE FROM BRADENTON. AG8555'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND U.S. ROUTE 301 (AT AG8555'THE NORTH END OF THE INTERSTATE ROUTE 75 BRIDGES OVER THE MANATEE AG8555'RIVER), ABOUT 4.5 MILES NORTHEAST OF BRADENTON, GO NORTHERLY ON AG8555'INTERSTATE ROUTE 75 FOR 3.3 MILES TO THE INTERSECTION OF INTERSTATE AG8555'ROUTE 275, CONTINUE NORTHERLY ON INTERSTATE ROUTE 75 FOR 2.7 MILES TO AG8555'MILE POST 231 AND THE MARK. IT IS 104.0 FEET SOUTHWEST OF THE METAL AG8555'SPEED LIMIT SIGN, 60.0 FEET SOUTH OF THE METAL MILE POST AND 47.4 AG8555'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE NORTHBOUND LANES. AG8555'THE MARK IS 2.5 FT NW FROM A WITNESS POST. AG8555 AG8555 STATION RECOVERY (2002) AG8555 AG8555'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ) AG8555'THE MARK IS ABOUT 4.8 MI NORTHWEST OF PARRISH, IN SECTION 15, TOWNSHIP AG8555'33 SOUTH, RANGE 18 AG8555'EAST. AG8555' AG8555'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 75 AND COUNTY ROAD 6 AG8555'(MOCCASIN AG8555'WALLOW ROAD) ABOUT 4.9 MI NORTHWEST OF PARRISH, GO NORTH ON INTERSTATE AG8555'75 FOR 0.9 MI TO AG8555'THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT AG8555'FLUSH WITH THE AG8555'GROUND AND ABOUT 2.0 FT BELOW THE LEVEL OF INTERSTATE 75. AG8555' AG8555'LOCATED 67.2 FT EAST OF A METAL MILE POST MARKER 231, 59.1 FT AG8555'SOUTHEAST OF THE EAST EDGE AG8555'OF THE NORTHBOUND LANES OF INTERSTATE 75, 47.0 FT SOUTHEAST OF THE AG8555'PAVED EDGE OF THE AG8555'SHOULDER OF INTERSTATE 75 AND 2.5 FT NORTHWEST OF A FLDOT METAL AG8555'WITNESS POST. AG8555' AG8555' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG8558 *********************************************************************** AG8558 DESIGNATION - I75 U 24 AG8558 PID - AG8558 AG8558 STATE/COUNTY- FL/MANATEE AG8558 USGS QUAD - PARRISH (1987) AG8558 AG8558 *CURRENT SURVEY CONTROL AG8558 ___________________________________________________________________ AG8558* NAD 83(1986)- 27 37 09. (N) 082 28 53. (W) SCALED AG8558* NAVD 88 - 8.540 (meters) 28.02 (feet) ADJUSTED AG8558 ___________________________________________________________________ AG8558 GEOID HEIGHT- -24.56 (meters) GEOID99 AG8558 DYNAMIC HT - 8.527 (meters) 27.98 (feet) COMP AG8558 MODELED GRAV- 979,150.1 (mgal) NAVD 88 AG8558 AG8558 VERT ORDER - SECOND CLASS II AG8558 AG8558.The horizontal coordinates were scaled from a topographic map and have AG8558.an estimated accuracy of +/- 6 seconds. AG8558 AG8558.The orthometric height was determined by differential leveling AG8558.and adjusted by the National Geodetic Survey in June 1991. AG8558 AG8558.The geoid height was determined by GEOID99. AG8558 AG8558.The dynamic height is computed by dividing the NAVD 88 AG8558.geopotential number by the normal gravity value computed on the AG8558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8558.degrees latitude (g = 980.6199 gals.). AG8558 AG8558.The modeled gravity was interpolated from observed gravity values. AG8558 AG8558; North East Units Estimated Accuracy AG8558;SPC FL W - 364,100. 152,490. MT (+/- 180 meters Scaled) AG8558 AG8558 SUPERSEDED SURVEY CONTROL AG8558 AG8558.No superseded survey control is available for this station. AG8558 AG8558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL538558(NAD 83) AG8558_MARKER: DD = SURVEY DISK AG8558_SETTING: 30 = CONCRETE DROP INLET AG8558_STAMPING: BM I75 U 24 AG8558_MARK LOGO: FLDT AG8558_MAGNETIC: N = NO MAGNETIC MATERIAL AG8558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG8558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8558+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 AG8558 AG8558 HISTORY - Date Condition Report By AG8558 HISTORY - 1984 MONUMENTED FLDT AG8558 HISTORY - 20020711 GOOD FLDEP AG8558 AG8558 STATION DESCRIPTION AG8558 AG8558'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8558'11.35 MI NE FROM BRADENTON. AG8558'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND U.S. ROUTE 301 (AT AG8558'THE NORTH END OF THE INTERSTATE ROUTE 75 BRIDGES OVER THE MANATEE AG8558'RIVER), ABOUT 4.5 MILES NORTHEAST OF BRADENTON, GO NORTHERLY ON AG8558'INTERSTATE ROUTE 75 FOR 3.3 MILES TO THE INTERSECTION OF INTERSTATE AG8558'ROUTE 275, CONTINUE NORTHERLY ON INTERSTATE ROUTE 75 FOR 3.55 MILES AG8558'TO A CONCRETE DROP INLET IN MEDIAN AND THE MARK. IT IS SET IN THE AG8558'TOP OF THE NORTHWEST CORNER OF THE CONCRETE DROP INLET, 39.0 FEET AG8558'SOUTHEAST OF THE SOUTHEAST EDGE OF THE SOUTHBOUND LANES, 7.3 FEET AG8558'NORTHEAST OF A REFLECTOR SIGN POST AND 2.0 FEET SOUTHWEST OF THE AG8558'NORTHEAST END OF CONCRETE AROUND THE DROP INLET. AG8558 AG8558 STATION RECOVERY (2002) AG8558 AG8558'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ) AG8558'THE MARK IS ABOUT 4.3 MI NORTHWEST OF PARRISH, IN SECTION 11, TOWNSHIP AG8558'33 SOUTH, RANGE 18 AG8558'EAST. AG8558' AG8558'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 75 AND COUNTY ROAD 6 AG8558'(MOCCASIN AG8558'WALLOW ROAD) ABOUT 4.9 MI NORTHWEST OF PARRISH, GO NORTH ON INTERSTATE AG8558'75 FOR 1.7 MI TO AG8558'THE MARK ON THE LEFT IN A GRASSY MEDIAN, SET FLUSH IN THE TOP OF A AG8558'CONCRETE DROP INLET AG8558'BOX LEVEL WITH THE GROUND AND ABOUT 2.0 FT BELOW THE LEVEL OF AG8558'INTERSTATE 75. AG8558' AG8558'LOCATED 43.7 FT NORTHWEST OF THE NORTHWEST EDGE OF THE NORTHBOUND AG8558'LANES OF AG8558'INTERSTATE 75, 39.0 FT SOUTHEAST OF THE SOUTHEAST EDGE OF THE AG8558'SOUTHBOUND LANES OF AG8558'INTERSTATE 75, 7.3 FT NORTHEAST OF A REFLECTOR SIGN POST AND 2.2 FT AG8558'SOUTHWEST OF A AG8558'CARSONITE WITNESS POST. AG8558' AG8558' AG8558' AG8558' AG8558' AG8558' AG8558' AG8558' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG8372 *********************************************************************** AG8372 DESIGNATION - I75 V 22 AG8372 PID - AG8372 AG8372 STATE/COUNTY- FL/MANATEE AG8372 USGS QUAD - LORRAINE (1987) AG8372 AG8372 *CURRENT SURVEY CONTROL AG8372 ___________________________________________________________________ AG8372* NAD 83(1986)- 27 26 30. (N) 082 27 34. (W) SCALED AG8372* NAVD 88 - 18.134 (meters) 59.49 (feet) ADJUSTED AG8372 ___________________________________________________________________ AG8372 GEOID HEIGHT- -24.45 (meters) GEOID99 AG8372 DYNAMIC HT - 18.106 (meters) 59.40 (feet) COMP AG8372 MODELED GRAV- 979,133.6 (mgal) NAVD 88 AG8372 AG8372 VERT ORDER - SECOND CLASS II AG8372 AG8372.The horizontal coordinates were scaled from a topographic map and have AG8372.an estimated accuracy of +/- 6 seconds. AG8372 AG8372.The orthometric height was determined by differential leveling AG8372.and adjusted by the National Geodetic Survey in June 1991. AG8372 AG8372.The geoid height was determined by GEOID99. AG8372 AG8372.The dynamic height is computed by dividing the NAVD 88 AG8372.geopotential number by the normal gravity value computed on the AG8372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8372.degrees latitude (g = 980.6199 gals.). AG8372 AG8372.The modeled gravity was interpolated from observed gravity values. AG8372 AG8372; North East Units Estimated Accuracy AG8372;SPC FL W - 344,430. 154,580. MT (+/- 180 meters Scaled) AG8372 AG8372 SUPERSEDED SURVEY CONTROL AG8372 AG8372.No superseded survey control is available for this station. AG8372 AG8372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL557362(NAD 83) AG8372_MARKER: DD = SURVEY DISK AG8372_SETTING: 31 = BRIDGE GUARDRAIL AG8372_STAMPING: BM I 75 V 22 AG8372_MARK LOGO: FLDT AG8372_MAGNETIC: N = NO MAGNETIC MATERIAL AG8372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG8372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG8372+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2002 AG8372 AG8372 HISTORY - Date Condition Report By AG8372 HISTORY - 1984 MONUMENTED FLDT AG8372 HISTORY - 20020420 GOOD FLDEP AG8372 AG8372 STATION DESCRIPTION AG8372 AG8372'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 AG8372'8.0 MI SE FROM BRADENTON. AG8372'THE MARK IS LOCATED AT THE INTERSECTION OF INTERSTATE ROUTE 75 AND AG8372'STATE ROAD 70, ABOUT 8.0 MILES SOUTHEAST OF BRADENTON. IT IS 10.4 AG8372'FEET NORTH OF THE NORTH END OF THE BRIDGE, 8.0 FEET WEST OF THE WEST AG8372'EDGE OF THE SOUTHBOUND LANES AND 0.5 FOOT SOUTH OF THE NORTH END OF AG8372'THE CONCRETE GUARDRAIL. AG8372 AG8372 STATION RECOVERY (2002) AG8372 AG8372'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ) AG8372'RECOVERED AS DESCRIBED. AG8372' AG8372' AG8372' AG8372' AG8372' AG8372' AG8372' AG8372' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG6332 *********************************************************************** AG6332 DESIGNATION - JUNCTION RM 1 AG6332 PID - AG6332 AG6332 STATE/COUNTY- FL/MANATEE AG6332 USGS QUAD - DUETTE (1987) AG6332 AG6332 *CURRENT SURVEY CONTROL AG6332 ___________________________________________________________________ AG6332* NAD 83(1986)- 27 35 23. (N) 082 07 09. (W) SCALED AG6332* NAVD 88 - 38.094 (meters) 124.98 (feet) ADJUSTED AG6332 ___________________________________________________________________ AG6332 GEOID HEIGHT- -24.85 (meters) GEOID99 AG6332 DYNAMIC HT - 38.037 (meters) 124.79 (feet) COMP AG6332 MODELED GRAV- 979,144.7 (mgal) NAVD 88 AG6332 AG6332 VERT ORDER - SECOND CLASS 0 AG6332 AG6332.The horizontal coordinates were scaled from a topographic map and have AG6332.an estimated accuracy of +/- 6 seconds. AG6332 AG6332.The orthometric height was determined by differential leveling AG6332.and adjusted by the National Geodetic Survey in June 1991. AG6332 AG6332.The geoid height was determined by GEOID99. AG6332 AG6332.The dynamic height is computed by dividing the NAVD 88 AG6332.geopotential number by the normal gravity value computed on the AG6332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6332.degrees latitude (g = 980.6199 gals.). AG6332 AG6332.The modeled gravity was interpolated from observed gravity values. AG6332 AG6332; North East Units Estimated Accuracy AG6332;SPC FL W - 360,750. 188,240. MT (+/- 180 meters Scaled) AG6332 AG6332 SUPERSEDED SURVEY CONTROL AG6332 AG6332 NGVD 29 - 38.367 (m) 125.88 (f) ADJ UNCH 2 0 AG6332 AG6332.Superseded values are not recommended for survey control. AG6332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6332.See file dsdata.txt to determine how the superseded data were derived. AG6332 AG6332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL895522(NAD 83) AG6332_MARKER: DZ = AZIMUTH MARK DISK AG6332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6332_STAMPING: JUNCTION NO 1 1937 AG6332_MARK LOGO: CGS AG6332_PROJECTION: FLUSH AG6332_MAGNETIC: N = NO MAGNETIC MATERIAL AG6332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6332+STABILITY: SURFACE MOTION AG6332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG6332+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2002 AG6332 AG6332 HISTORY - Date Condition Report By AG6332 HISTORY - 1937 MONUMENTED CGS AG6332 HISTORY - 1959 GOOD NGS AG6332 HISTORY - 1962 GOOD NGS AG6332 HISTORY - 20020529 GOOD FLDEP AG6332 AG6332 STATION DESCRIPTION AG6332 AG6332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 AG6332'19.3 MI E FROM PARRISH. AG6332'19.3 MILES EAST ALONG STATE HIGHWAY 62 FROM THE POST OFFICE AT AG6332'PARRISH, 10.8 MILES WEST OF THE RAILROAD CROSSING AT FORT GREEN AG6332'SPRINGS, 0.2 MILE EAST OF A SCHOOL, 162.94 FT. NORTHEAST OF AG6332'TRIANGULATION STATION JUNCTION, AT A JUNCTION WITH STATE HIGHWAY AG6332'37, 42 FT. NORTH OF THE CENTER LINE OF STATE HIGHWAY 62, 84 FT. AG6332'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 37, 45 FT. SOUTHEAST AG6332'OF A FENCE CORNER, 17 FT. EAST NORTHEAST OF A FENCE CORNER, 6 FT. AG6332'NORTH OF A FENCE, 1.1 FT. EAST OF A STEEL WITNESS POST, SET IN AG6332'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND. AG6332 AG6332 STATION RECOVERY (1962) AG6332 AG6332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 AG6332'RECOVERED IN GOOD CONDITION. AG6332 AG6332 STATION RECOVERY (2002) AG6332 AG6332'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ) AG6332'THE MARK IS ABOUT 19.2 MI EAST OF PARRISH, IN SECTION 21, TOWNSHIP 33 AG6332'SOUTH, RANGE 22 EAST. AG6332' AG6332'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE ROAD AG6332'62 IN PARRISH, GO AG6332'EAST ON STATE ROAD 62 FOR 3.85 MI TO THE JUNCTION OF CORBETT JOHN ROAD AG6332'ON THE LEFT, AG6332'CONTINUE EAST ON STATE ROAD 62 FOR 4.45 MI TO THE JUNCTION OF SAFFOLD AG6332'ROAD ON THE LEFT, AG6332'CONTINUE EAST ON STATE ROAD 62 FOR 8.8 MI TO THE JUNCTION OF COUNTY AG6332'ROAD 39 ON THE LEFT, AG6332'CONTINUE EAST ON STATE ROAD 62 FOR 2.1 MI TO THE JUNCTION OF STATE AG6332'ROAD 37 ON THE LEFT AG6332'AND THE MARK ON THE LEFT, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE AG6332'MONUMENT FLUSH AG6332'WITH THE GROUND AND ABOUT 0.4 FT BELOW THE LEVEL OF STATE ROAD 62. AG6332' AG6332'LOCATED 104.9 FT NORTH-NORTHEAST OF POWER POLE NUMBER 16-172A, 95.8 FT AG6332'EAST OF THE AG6332'APPROXIMATE CENTERLINE OF STATE ROAD 37, 49.2 FT NORTH OF THE AG6332'APPROXIMATE CENTERLINE OF AG6332'STATE ROAD 62, 1.9 FT SOUTHEAST OF A SIGN POST READING DUETTE PARK AG6332'CONSERVATION AREA, AG6332'8.6 FT EAST OF THE BARB WIRE FENCE AND 1.7 FT SOUTH OF A CARSONITE AG6332'WITNESS POST. AG6332' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG7343 *********************************************************************** AG7343 DESIGNATION - K 95 RESET AG7343 PID - AG7343 AG7343 STATE/COUNTY- FL/MANATEE AG7343 USGS QUAD - VERNA (1979) AG7343 AG7343 *CURRENT SURVEY CONTROL AG7343 ___________________________________________________________________ AG7343* NAD 83(1986)- 27 23 56. (N) 082 18 12. (W) SCALED AG7343* NAVD 88 - 24.32 (+/-2cm) 79.8 (feet) VERTCON AG7343 ___________________________________________________________________ AG7343 GEOID HEIGHT- -24.51 (meters) GEOID99 AG7343 AG7343 VERT ORDER - THIRD (See Below) AG7343 AG7343.The horizontal coordinates were scaled from a topographic map and have AG7343.an estimated accuracy of +/- 6 seconds. AG7343 AG7343.The NAVD 88 height was computed by applying the VERTCON shift value to AG7343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7343.The vertical order pertains to the superseded datum. AG7343 AG7343.The geoid height was determined by GEOID99. AG7343 AG7343; North East Units Estimated Accuracy AG7343;SPC FL W - 339,640. 170,000. MT (+/- 180 meters Scaled) AG7343 AG7343 SUPERSEDED SURVEY CONTROL AG7343 AG7343 NGVD 29 - 24.60 (m) 80.7 (f) RESET 3 AG7343 AG7343.Superseded values are not recommended for survey control. AG7343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7343.See file dsdata.txt to determine how the superseded data were derived. AG7343 AG7343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL711312(NAD 83) AG7343_MARKER: DB = BENCH MARK DISK AG7343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7343_STAMPING: K 95 RESET 1977 AG7343_MARK LOGO: NGS AG7343_PROJECTION: PROJECTING 3 CENTIMETERS AG7343_MAGNETIC: N = NO MAGNETIC MATERIAL AG7343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7343+STABILITY: SURFACE MOTION AG7343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG7343+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2002 AG7343 AG7343 HISTORY - Date Condition Report By AG7343 HISTORY - 1977 MONUMENTED NGS AG7343 HISTORY - 20020518 GOOD FLDEP AG7343 AG7343 STATION DESCRIPTION AG7343 AG7343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 AG7343'9.4 MI NW FROM MYAKKA CITY. AG7343'9.4 MILES NORTHWEST ALONG STATE HIGHWAY 70 FROM THE CENTER AG7343'OF MYAKKA CITY, IN A V-SHAPED PLOT OF GROUND MADE THE FORK AG7343'OF STATE HIGHWAYS 70 AND 675, 0.15 MILE WEST OF THE FORK AG7343'JUNCTION OF STATE HIGHWAYS 70 AND 675, 261.0 FEET EAST OF AG7343'THE CENTER OF A CONNECTOR ROAD, 113.0 FEET NORTH OF THE AG7343'CENTER OF STATE HIGHWAY 70,AND 1.5 FEET NORTH OF THE NORTH AG7343'RIGHT-OF-WAY OF STATE HIGHWAY 70. AG7343'THE MARK IS 1.0 FT S FROM WITNESS POST AG7343 AG7343 STATION RECOVERY (2002) AG7343 AG7343'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ) AG7343'THE MARK IS ABOUT 9.6 MI NORTHWEST OF MYAKKA CITY IN SECTION 34, AG7343'TOWNSHIP 35 SOUTH, AG7343'RANGE 20 EAST. AG7343' AG7343'TO REACH THE MARK FROM THE POST OFFICE IN MAYAKKA CITY, GO WEST ON AG7343'STATE ROAD 70 FOR 9.8 AG7343'MI TO THE Y-JUNCTION OF COUNTY ROAD 675 ON THE RIGHT, CONTINUE WEST ON AG7343'STATE ROAD 70 AG7343'FOR 0.15 MI TO THE TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND AG7343'CONCRETE AG7343'MONUMENT PROJECTING 0.1 FT ABOVE THE LEVEL OF THE GROUND AND ABOUT 1.0 AG7343'FT BELOW THE AG7343'LEVEL OF STATE ROAD 70. THE MARK CAN ALSO BE REACHED FROM THE AG7343'INTERSECTION OF AG7343'INTERSTATE 75 AND STATE ROAD 70 ABOUT 9.5 MI SOUTHEAST OF BRADENTON, AG7343'GO EAST ON STATE AG7343'ROAD 70 FOR 10.25 MI TO THE JUNCTION OF COUNTY ROAD 675 ON THE LEFT, AG7343'CONTINUE EAST ON AG7343'STATE ROAD 70 FOR 0.05 MI TO THE MARK ON THE LEFT. AG7343' AG7343'LOCATED 266.0 FT EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE AG7343'WEST FORK OF AG7343'COUNTY ROAD 675 SOUTH, 122.0 FT NORTH-NORTHEAST OF THE APPROXIMATE AG7343'CENTERLINE OF AG7343'STATE ROAD 70, 46.2 FT EAST OF A POWER POLE AND 0.8 FT SOUTH OF A AG7343'METAL WITNESS POST. AG7343' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG5058 *********************************************************************** AG5058 DESIGNATION - L 253 AG5058 PID - AG5058 AG5058 STATE/COUNTY- FL/MANATEE AG5058 USGS QUAD - BRADENTON (1987) AG5058 AG5058 *CURRENT SURVEY CONTROL AG5058 ___________________________________________________________________ AG5058* NAD 83(1986)- 27 26 25. (N) 082 32 46. (W) SCALED AG5058* NAVD 88 - 4.715 (meters) 15.47 (feet) ADJUSTED AG5058 ___________________________________________________________________ AG5058 GEOID HEIGHT- -24.35 (meters) GEOID99 AG5058 DYNAMIC HT - 4.707 (meters) 15.44 (feet) COMP AG5058 MODELED GRAV- 979,135.9 (mgal) NAVD 88 AG5058 AG5058 VERT ORDER - FIRST CLASS I AG5058 AG5058.The horizontal coordinates were scaled from a topographic map and have AG5058.an estimated accuracy of +/- 6 seconds. AG5058 AG5058.The orthometric height was determined by differential leveling AG5058.and adjusted by the National Geodetic Survey in June 1991. AG5058 AG5058.The geoid height was determined by GEOID99. AG5058 AG5058.The dynamic height is computed by dividing the NAVD 88 AG5058.geopotential number by the normal gravity value computed on the AG5058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5058.degrees latitude (g = 980.6199 gals.). AG5058 AG5058.The modeled gravity was interpolated from observed gravity values. AG5058 AG5058; North East Units Estimated Accuracy AG5058;SPC FL W - 344,310. 146,010. MT (+/- 180 meters Scaled) AG5058 AG5058 SUPERSEDED SURVEY CONTROL AG5058 AG5058 NGVD 29 - 5.016 (m) 16.46 (f) ADJ UNCH 1 1 AG5058 AG5058.Superseded values are not recommended for survey control. AG5058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5058.See file dsdata.txt to determine how the superseded data were derived. AG5058 AG5058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL471361(NAD 83) AG5058_MARKER: DB = BENCH MARK DISK AG5058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG5058_STAMPING: L 253 1965 AG5058_MARK LOGO: CGS AG5058_PROJECTION: RECESSED 5 CENTIMETERS AG5058_MAGNETIC: N = NO MAGNETIC MATERIAL AG5058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG5058+STABILITY: SURFACE MOTION AG5058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG5058+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001 AG5058 AG5058 HISTORY - Date Condition Report By AG5058 HISTORY - 1965 MONUMENTED CGS AG5058 HISTORY - 1966 GOOD NGS AG5058 HISTORY - 1983 GOOD FLDNR AG5058 HISTORY - 1985 GOOD FLDT AG5058 HISTORY - 20011212 GOOD FLDEP AG5058 AG5058 STATION DESCRIPTION AG5058 AG5058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG5058'3.8 MI S FROM BRADENTON. AG5058'ABOUT 2.05 MILES SE. ALONG THE SEABOARD AIR LINE RAILROAD FROM AG5058'THE STATION AT BRADENTON, THENCE 0.9 MILE SOUTH ALONG 15TH STREET, AG5058'THENCE ABOUT 0.9 MILE SOUTH ALONG U.S. HIGHWAY 301, NEAR THE SOUTH AG5058'EDGE OF THE SMALL VILLAGE OF ONECO, NEAR THE JUNCTION OF 57TH AG5058'AVENUE E. LEADING WEST, 297 FEET NORTH OF THE CENTER LINE OF THE AG5058'AVENUE, 45 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 26 FEET AG5058'SOUTH-SOUTHEAST OF THE SOUTH END OF A 24-INCH PIPE CULVERT UNDER AG5058'A DRIVE TO A SERVICE STATION, 29.5 FEET SOUTHEAST OF THE EAST AG5058'END OF A 24-INCH CULVERT UNDER THE HIGHWAY, 3.0 FEET NORTH OF A AG5058'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AG5058'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. AG5058 AG5058 STATION RECOVERY (1983) AG5058 AG5058'RECOVERY NOTE BY FL DEPT OF NAT RES 1983 AG5058'RECOVERED IN GOOD CONDITION EXCEPT THE WITNESS POST IS GONE. ADD THAT AG5058'THE MARK IS 1 FOOT SOUTH OF A POWER POLE (562). AG5058 AG5058 STATION RECOVERY (1985) AG5058 AG5058'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1985 AG5058'RECOVERED IN GOOD CONDITION. AG5058 AG5058 STATION RECOVERY (2001) AG5058 AG5058'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AG5058'THE MARK IS ABOUT 5.0 MI SOUTH OF BRADENTON, IN SECTION 18, TOWNSHIP AG5058'35 SOUTH, RANGE 18 AG5058'EAST. AG5058' AG5058'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE I-75 AND STATE ROAD AG5058'64 ON THE EAST AG5058'SIDE OF BRADENTON, GO WEST ON STATE ROAD 64 (MANATEE AVENUE EAST) FOR AG5058'4.75 MI TO THE AG5058'INTERSECTION OF 15TH STREET EAST (STATE ROAD 70 SOUTH), TURN LEFT ON AG5058'15TH STREET EAST AG5058'(STATE ROAD 70 SOUTH) AND GO SOUTH FOR 1.35 MI TO THE INTERSECTION OF AG5058'U.S. HIGHWAY 301, AG5058'CONTINUE SOUTH ON 15TH STREET EAST (STATE HIGHWAY 70 SOUTH) FOR 1.6 MI AG5058'TO A AG5058'Y-JUNCTION OF COUNTY ROAD 301 BOULEVARD, TURN LEFT ON 15TH STREET EAST AG5058'(STATE ROAD 70 AG5058'SOUTH, COUNTY ROAD 301 BOULEVARD)) AND GO SOUTH FOR 0.3 MI TO THE AG5058'INTERSECTION OF AG5058'STATE ROAD 70, CONTINUE SOUTH ON 15TH STREET EAST (COUNTY ROAD 301 AG5058'BOULEVARD) FOR AG5058'0.5 MI TO THE JUNCTION OF 57TH AVENUE ON THE RIGHT (WEST) AND THE MARK AG5058'ON THE LEFT IN THE AG5058'NORTHWEST CORNER OF SUN PLAZA EAST, SET IN THE TOP OF A ROUND CONCRETE AG5058'MONUMENT AG5058'RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH AG5058'15TH STREET EAST. AG5058' AG5058'LOCATED 297.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF 57TH AVENUE AG5058'EAST, 84.7 FT AG5058'WEST-NORTHWEST OF SMILERS RESTAURANT, 59.5 FT SOUTHWEST OF THE AG5058'SOUTHWEST CORNER OF AG5058'A BUILDING AT 5615, 44.0 FT EAST OF THE APPROXIMATE CENTERLINE OF 15TH AG5058'STREET EAST, 26.4 FT AG5058'EAST OF THE EAST EDGE OF 15TH STREET, 2.0 FT SOUTH OF POWER POLE AG5058'NUMBER 5621 (514755394) AG5058'AND 1.5 FT WEST OF A CARSONITE WITNESS POST. AG5058' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG1785 *********************************************************************** AG1785 DESIGNATION - L 95 AG1785 PID - AG1785 AG1785 STATE/COUNTY- FL/MANATEE AG1785 USGS QUAD - VERNA (1979) AG1785 AG1785 *CURRENT SURVEY CONTROL AG1785 ___________________________________________________________________ AG1785* NAD 83(1990)- 27 24 46.02934(N) 082 18 13.42549(W) ADJUSTED AG1785* NAVD 88 - 26.520 (meters) 87.01 (feet) ADJUSTED AG1785 ___________________________________________________________________ AG1785 LAPLACE CORR- -0.53 (seconds) DEFLEC99 AG1785 GEOID HEIGHT- -24.53 (meters) GEOID99 AG1785 DYNAMIC HT - 26.479 (meters) 86.87 (feet) COMP AG1785 MODELED GRAV- 979,128.3 (mgal) NAVD 88 AG1785 AG1785 HORZ ORDER - THIRD AG1785 VERT ORDER - SECOND CLASS 0 AG1785 AG1785.The horizontal coordinates were established by classical geodetic methods AG1785.and adjusted by the National Geodetic Survey in May 1991. AG1785 AG1785.The orthometric height was determined by differential leveling AG1785.and adjusted by the National Geodetic Survey in June 1991. AG1785 AG1785.The Laplace correction was computed from DEFLEC99 derived deflections. AG1785 AG1785.The geoid height was determined by GEOID99. AG1785 AG1785.The dynamic height is computed by dividing the NAVD 88 AG1785.geopotential number by the normal gravity value computed on the AG1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG1785.degrees latitude (g = 980.6199 gals.). AG1785 AG1785.The modeled gravity was interpolated from observed gravity values. AG1785 AG1785; North East Units Scale Converg. AG1785;SPC FL W - 341,177.491 169,965.922 MT 0.99995231 -0 08 23.4 AG1785;UTM 17 - 3,032,831.582 371,119.446 MT 0.99980504 -0 36 01.1 AG1785 AG1785: Primary Azimuth Mark Grid Az AG1785:SPC FL W - G 10 RESET 1960 358 37 45.8 AG1785:UTM 17 - G 10 RESET 1960 359 05 23.5 AG1785 AG1785|---------------------------------------------------------------------| AG1785| PID Reference Object Distance Geod. Az | AG1785| dddmmss.s | AG1785| AG1499 G 10 RESET 1960 APPROX. 0.5 KM 3582922.4 | AG1785| AG1500 G 10 APPROX. 0.5 KM 3593212.5 | AG1785|---------------------------------------------------------------------| AG1785 AG1785 SUPERSEDED SURVEY CONTROL AG1785 AG1785 NAD 83(1986)- 27 24 46.02822(N) 082 18 13.43507(W) AD( ) 3 AG1785 NAD 27 - 27 24 44.87297(N) 082 18 14.10584(W) AD( ) 3 AG1785 NGVD 29 - 26.805 (m) 87.94 (f) ADJ UNCH 2 0 AG1785 AG1785.Superseded values are not recommended for survey control. AG1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1785.See file dsdata.txt to determine how the superseded data were derived. AG1785 AG1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7111932832(NAD 83) AG1785_MARKER: DB = BENCH MARK DISK AG1785_SETTING: 32 = CULVERT HEADWALL AG1785_STAMPING: L 95 1942 AG1785_MARK LOGO: CGS AG1785_MAGNETIC: N = NO MAGNETIC MATERIAL AG1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG1785+STABILITY: SURFACE MOTION AG1785_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG1785+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002 AG1785 AG1785 HISTORY - Date Condition Report By AG1785 HISTORY - 1942 MONUMENTED CGS AG1785 HISTORY - 1960 GOOD NGS AG1785 HISTORY - 1963 GOOD NGS AG1785 HISTORY - 20020520 GOOD FLDEP AG1785 AG1785 STATION DESCRIPTION AG1785 AG1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 AG1785'SEE STATION G 10 RESET AG1785 AG1785 STATION RECOVERY (1960) AG1785 AG1785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960 AG1785'15.5 MI SE FROM PARRISH. AG1785'15.5 MILES SOUTHEAST ALONG STATE ROAD 675 FROM ITS JUNCTION WITH AG1785'U.S. HIGHWAY 301 AT THE SOUTH EDGE OF PARRISH, 1.05 MILES NORTH AG1785'OF A JUNCTION WITH STATE HIGHWAY 70, 18 FT. EAST OF THE CENTER AG1785'LINE OF STATE ROAD 675, 92 FT. SOUTH OF TELEPHONE POLE 513, 1 FT. AG1785'ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE CENTER AG1785'OF THE EAST HEADWALL OF A CONCRETE CULVERT. AG1785 AG1785 STATION RECOVERY (1963) AG1785 AG1785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 AG1785'RECOVERED IN GOOD CONDITION. AG1785 AG1785 STATION RECOVERY (2002) AG1785 AG1785'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (PBM) AG1785'THE MARK IS ABOUT 16.2 MI EAST-SOUTHEAST OF BRADENTON, IN SECTION 27, AG1785'TOWNSHIP 35 SOUTH, AG1785'RANGE 20 EAST. AG1785' AG1785'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 75 AND STATE ROAD 64 AG1785'ON THE EAST AG1785'SIDE OF BRADENTON, GO EAST ON STATE ROAD 64 (MANATEE AVENUE EAST) FOR AG1785'5.0 MI TO THE AG1785'JUNCTION OF LORRAINE ROAD ON THE RIGHT, CONTINUE EAST ON STATE ROAD 64 AG1785'FOR 5.5 MI TO THE AG1785'JUNCTION OF COUNTY ROAD 675 SOUTH ON THE RIGHT, TURN RIGHT ON COUNTY AG1785'ROAD 675 AND GO AG1785'SOUTH FOR 4.25 MI TO THE JUNCTION OF 71ST AVENUE EAST ON THE LEFT AND AG1785'THE MARK ON THE AG1785'LEFT, SET FLUSH IN THE TOP OF A CONCRETE HEADWALL AND ABOUT 1.0 FT AG1785'ABOVE THE LEVEL OF AG1785'COUNTY ROAD 675 SOUTH. AG1785' AG1785'LOCATED 44.9 FT SOUTHWEST OF POWER POLE NUMBER 1315561, 22.0 FT NORTH AG1785'OF THE AG1785'APPROXIMATE CENTERLINE OF 71ST AVENUE EAST, 18.7 FT EAST OF THE AG1785'APPROXIMATE CENTERLINE AG1785'OF COUNTY ROAD 675 SOUTH, 3.7 FT SOUTH OF A CARSONITE WITNESS POST AND AG1785'2.4 FT EAST OF A AG1785'METAL GUARDRAIL. AG1785' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG5059 *********************************************************************** AG5059 DESIGNATION - M 253 AG5059 PID - AG5059 AG5059 STATE/COUNTY- FL/MANATEE AG5059 USGS QUAD - BRADENTON (1987) AG5059 AG5059 *CURRENT SURVEY CONTROL AG5059 ___________________________________________________________________ AG5059* NAD 83(1986)- 27 27 05. (N) 082 32 48. (W) SCALED AG5059* NAVD 88 - 11.065 (meters) 36.30 (feet) ADJUSTED AG5059 ___________________________________________________________________ AG5059 GEOID HEIGHT- -24.36 (meters) GEOID99 AG5059 DYNAMIC HT - 11.048 (meters) 36.25 (feet) COMP AG5059 MODELED GRAV- 979,136.8 (mgal) NAVD 88 AG5059 AG5059 VERT ORDER - FIRST CLASS I AG5059 AG5059.The horizontal coordinates were scaled from a topographic map and have AG5059.an estimated accuracy of +/- 6 seconds. AG5059 AG5059.The orthometric height was determined by differential leveling AG5059.and adjusted by the National Geodetic Survey in June 1991. AG5059 AG5059.The geoid height was determined by GEOID99. AG5059 AG5059.The dynamic height is computed by dividing the NAVD 88 AG5059.geopotential number by the normal gravity value computed on the AG5059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5059.degrees latitude (g = 980.6199 gals.). AG5059 AG5059.The modeled gravity was interpolated from observed gravity values. AG5059 AG5059; North East Units Estimated Accuracy AG5059;SPC FL W - 345,540. 145,960. MT (+/- 180 meters Scaled) AG5059 AG5059 SUPERSEDED SURVEY CONTROL AG5059 AG5059 NGVD 29 - 11.366 (m) 37.29 (f) ADJ UNCH 1 1 AG5059 AG5059.Superseded values are not recommended for survey control. AG5059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5059.See file dsdata.txt to determine how the superseded data were derived. AG5059 AG5059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL471373(NAD 83) AG5059_MARKER: DB = BENCH MARK DISK AG5059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG5059_STAMPING: M 253 1965 AG5059_MARK LOGO: CGS AG5059_PROJECTION: PROJECTING 3 CENTIMETERS AG5059_MAGNETIC: N = NO MAGNETIC MATERIAL AG5059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG5059+STABILITY: SURFACE MOTION AG5059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG5059+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001 AG5059 AG5059 HISTORY - Date Condition Report By AG5059 HISTORY - 1965 MONUMENTED CGS AG5059 HISTORY - 1966 GOOD NGS AG5059 HISTORY - 1973 GOOD FLDT AG5059 HISTORY - 1985 GOOD FLDT AG5059 HISTORY - 1986 GOOD USPSQD AG5059 HISTORY - 20011212 GOOD FLDEP AG5059 AG5059 STATION DESCRIPTION AG5059 AG5059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG5059'3 MI SE FROM BRADENTON. AG5059'ABOUT 2.05 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD AG5059'FROM THE STATION AT BRADENTON, THENCE ABOUT 0.9 MILE SOUTH ALONG AG5059'15TH STREET, NEAR THE Y JUNCTION OF U.S. HWY. 301, 62.5 FEET WEST AG5059'OF THE CENTER LINE OF THE HIGHWAY, 90 YARDS NORTHWEST OF THE CENTER OF AG5059'THE JUNCTION, 36 FEET SOUTH OF THE CENTER LINE OF A DRIVE LEADING AG5059'TO MOMS PLACE (RESTAURANT), 134 1/2 FEET SOUTHEAST OF THE SOUTHEAST AG5059'CORNER OF THE RESTAURANT, 2.5 FEET EAST OF A METAL WITNESS POST, AG5059'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE AG5059'POST PROJECTING 0.1 FOOT. NOTE-- THE MOMS PLACE RESTAURANT IN THE AG5059'DESCRIPTION IS NOW CALLED THE BUY RITE FURNITURE. THE MARKER IS AG5059'0.5 FT N OF A CHAIN LINK FENCE AND 13.2 FT. W FROM THE NE AG5059'CORNER OF THE FENCE. AG5059 AG5059 STATION RECOVERY (1973) AG5059 AG5059'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1973 AG5059'RECOVERED IN GOOD CONDITION. AG5059 AG5059 STATION RECOVERY (1985) AG5059 AG5059'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1985 AG5059'RECOVERED IN GOOD CONDITION. AG5059 AG5059 STATION RECOVERY (1986) AG5059 AG5059'RECOVERY NOTE BY US POWER SQUADRON 1986 (MLH) AG5059'RECOVERED IN GOOD CONDITION. AG5059 AG5059 STATION RECOVERY (2001) AG5059 AG5059'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AG5059'THE MARK IS ABOUT 4.0 MI SOUTH OF BRADENTON, IN SECTION 12, TOWNSHIP AG5059'35, SOUTH, RANGE 17 AG5059'EAST. AG5059' AG5059'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE I-75 AND STATE ROAD AG5059'64 ON THE EAST AG5059'SIDE OF BRADENTON, GO WEST ON STATE ROAD 64 (MANATEE AVENUE EAST) FOR AG5059'4.75 MI TO THE AG5059'INTERSECTION OF 15TH STREET EAST (STATE ROAD 70 SOUTH), TURN LEFT ON AG5059'15TH STREET EAST AG5059'(STATE ROAD 70 SOUTH) AND GO SOUTH FOR 1.35 MI TO THE INTERSECTION OF AG5059'U.S. HIGHWAY 301, AG5059'CONTINUE SOUTH ON 15TH STREET EAST (STATE ROAD 70 SOUTH) FOR 1.6 MI TO AG5059'THE Y-JUNCTION OF AG5059'301 BOULEVARD AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND AG5059'CONCRETE MONUMENT AG5059'PROJECTING 0.1 FT ABOVE THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH AG5059'301 BOULEVARD. AG5059' AG5059'LOCATED 270.0 FT NORTHWEST OF THE JUNCTION OF 15TH STREET AND 301 AG5059'BOULEVARD, 62.5 FT AG5059'WEST OF THE CENTERLINE OF 301 BOULEVARD, 53.0 FT NORTHWEST OF THE AG5059'APPROXIMATE CENTER AG5059'OF A DOUBLE METAL GATE AND THE ENTRANCE TO ROYAL CROWN AUTOMOBILES AG5059'INC., 17.5 FT WEST AG5059'OF A POWER POLE WITH A LIGHT, 15.2 FT NORTH OF POWER POLE NUMBER AG5059'514764985 WITH 1 GUY AG5059'WIRE ATTACHED, 13.4 FT WEST OF A CARSONITE WITNESS POST, 13.2 FT WEST AG5059'OF THE JUNCTION OF AG5059'THE 6-FOOT TALL CHAINLINK FENCE, 0.7 FT EAST OF A METAL WITNESS POST AG5059'AND 0.5 FT NORTH OF A AG5059'CHAINLINK FENCE. AG5059' AG5059' AG5059' AG5059' AG5059' AG5059' AG5059' AG5059' AG5059' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG5068 *********************************************************************** AG5068 DESIGNATION - P 253 AG5068 PID - AG5068 AG5068 STATE/COUNTY- FL/MANATEE AG5068 USGS QUAD - BRADENTON (1987) AG5068 AG5068 *CURRENT SURVEY CONTROL AG5068 ___________________________________________________________________ AG5068* NAD 83(1986)- 27 28 36. (N) 082 33 00. (W) SCALED AG5068* NAVD 88 - 7.898 (meters) 25.91 (feet) ADJUSTED AG5068 ___________________________________________________________________ AG5068 GEOID HEIGHT- -24.37 (meters) GEOID99 AG5068 DYNAMIC HT - 7.886 (meters) 25.87 (feet) COMP AG5068 MODELED GRAV- 979,139.2 (mgal) NAVD 88 AG5068 AG5068 VERT ORDER - FIRST CLASS I AG5068 AG5068.The horizontal coordinates were scaled from a topographic map and have AG5068.an estimated accuracy of +/- 6 seconds. AG5068 AG5068.The orthometric height was determined by differential leveling AG5068.and adjusted by the National Geodetic Survey in June 1991. AG5068 AG5068.The geoid height was determined by GEOID99. AG5068 AG5068.The dynamic height is computed by dividing the NAVD 88 AG5068.geopotential number by the normal gravity value computed on the AG5068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5068.degrees latitude (g = 980.6199 gals.). AG5068 AG5068.The modeled gravity was interpolated from observed gravity values. AG5068 AG5068; North East Units Estimated Accuracy AG5068;SPC FL W - 348,340. 145,650. MT (+/- 180 meters Scaled) AG5068 AG5068 SUPERSEDED SURVEY CONTROL AG5068 AG5068 NGVD 29 - 8.197 (m) 26.89 (f) ADJ UNCH 1 1 AG5068 AG5068.Superseded values are not recommended for survey control. AG5068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5068.See file dsdata.txt to determine how the superseded data were derived. AG5068 AG5068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL468401(NAD 83) AG5068_MARKER: DB = BENCH MARK DISK AG5068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG5068_STAMPING: P 253 1965 AG5068_MARK LOGO: CGS AG5068_PROJECTION: RECESSED 15 CENTIMETERS AG5068_MAGNETIC: N = NO MAGNETIC MATERIAL AG5068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG5068+STABILITY: SURFACE MOTION AG5068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG5068+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001 AG5068 AG5068 HISTORY - Date Condition Report By AG5068 HISTORY - 1965 MONUMENTED CGS AG5068 HISTORY - 1966 GOOD NGS AG5068 HISTORY - 1973 GOOD FLDT AG5068 HISTORY - 1985 GOOD FLDT AG5068 HISTORY - 20011212 GOOD FLDEP AG5068 AG5068 STATION DESCRIPTION AG5068 AG5068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG5068'1.2 MI SE FROM BRADENTON. AG5068'ABOUT 1.25 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD AG5068'FROM THE STATION AT BRADENTON, ABOUT 0.25 MILE NORTH OF MILEPOST AG5068'874, NEAR THE CROSSING OF 26TH E., 51.5 SOUTH OF THE NORTHEAST AG5068'CORNER OF A STEEL FENCE AROUND THE MANATEE COUNTY HIGHWAY GARAGE, AG5068'47.5 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 86.0 FEET AG5068'SOUTHWEST OF THE CENTER OF THE CROSSING, 83.0 SOUTH OF THE CENTER AG5068'LINE OF THE STREET, 2 FEET EAST OF THE FENCE LINE, 3.0 FEET NORTH AG5068'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN AG5068'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT. AG5068 AG5068 STATION RECOVERY (1973) AG5068 AG5068'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1973 AG5068'RECOVERED IN GOOD CONDITION. AG5068 AG5068 STATION RECOVERY (1985) AG5068 AG5068'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1985 AG5068'RECOVERED IN GOOD CONDITION. AG5068 AG5068 STATION RECOVERY (2001) AG5068 AG5068'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (PBM) AG5068'THE MARK IS ABOUT 2.0 MI SOUTHEAST OF BRADENTON, IN SECTION 1, AG5068'TOWNSHIP 35 SOUTH, RANGE AG5068'17 EAST. AG5068' AG5068'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE I-75 AND STATE ROAD AG5068'64 ON THE EAST AG5068'SIDE OF BRADENTON, GO WEST ON STATE ROAD 64 (MANATEE AVENUE EAST) FOR AG5068'4.75 MI TO THE AG5068'INTERSECTION OF 15TH STREET EAST (STATE ROAD 70 SOUTH), TURN LEFT ON AG5068'15TH STREET EAST AG5068'(STATE ROAD 70 SOUTH) AND GO SOUTH FOR 1.25 MI TO THE JUNCTION OF 26TH AG5068'AVENUE EAST ON AG5068'THE RIGHT, TURN RIGHT ON 26TH AVENUE EAST AND GO WEST FOR 0.25 MI TO AG5068'THE RAILROAD AG5068'TRACKS AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE AG5068'MONUMENT AG5068'RECESSED 0.6 FT BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH AG5068'26TH STREET EAST. AG5068' AG5068'LOCATED 83.0 FT SOUTH OF THE CENTERLINE OF 26TH STREET EAST, 51.6 FT AG5068'SOUTH OF THE AG5068'NORTHEAST CORNER OF A CHAINLINK FENCE, 37.2 FT NORTHWEST OF MARKER AG5068'NUMBER 918, 34.3 FT AG5068'WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 1.8 EAST OF A 6-FOOT AG5068'TALL CHAINLINK FENCE AG5068'AND 1.2 FT EAST OF A CARSONITE WITNESS POST. AG5068' AG5068' AG5068' AG5068' AG5068' AG5068' AG5068' AG5068' AG5068' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG6295 *********************************************************************** AG6295 DESIGNATION - PARISH AG6295 PID - AG6295 AG6295 STATE/COUNTY- FL/MANATEE AG6295 USGS QUAD - PARRISH (1987) AG6295 AG6295 *CURRENT SURVEY CONTROL AG6295 ___________________________________________________________________ AG6295* NAD 83(1999)- 27 35 26.78573(N) 082 23 19.48556(W) ADJUSTED AG6295* NAVD 88 - 9.889 (meters) 32.44 (feet) ADJUSTED AG6295 ___________________________________________________________________ AG6295 X - 749,256.374 (meters) COMP AG6295 Y - -5,607,014.103 (meters) COMP AG6295 Z - 2,936,382.026 (meters) COMP AG6295 LAPLACE CORR- -1.47 (seconds) DEFLEC99 AG6295 ELLIP HEIGHT- -14.86 (meters) GPS OBS AG6295 GEOID HEIGHT- -24.67 (meters) GEOID99 AG6295 DYNAMIC HT - 9.874 (meters) 32.39 (feet) COMP AG6295 MODELED GRAV- 979,142.4 (mgal) NAVD 88 AG6295 AG6295 HORZ ORDER - B AG6295 VERT ORDER - SECOND CLASS 0 AG6295 ELLP ORDER - FIFTH CLASS I AG6295 AG6295.The horizontal coordinates were established by GPS observations AG6295.and adjusted by the National Geodetic Survey in May 2001. AG6295 AG6295.The orthometric height was determined by differential leveling AG6295.and adjusted by the National Geodetic Survey in June 1991. AG6295 AG6295.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG6295 AG6295.The Laplace correction was computed from DEFLEC99 derived deflections. AG6295 AG6295.The ellipsoidal height was determined by GPS observations AG6295.and is referenced to NAD 83. AG6295 AG6295.The geoid height was determined by GEOID99. AG6295 AG6295.The dynamic height is computed by dividing the NAVD 88 AG6295.geopotential number by the normal gravity value computed on the AG6295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6295.degrees latitude (g = 980.6199 gals.). AG6295 AG6295.The modeled gravity was interpolated from observed gravity values. AG6295 AG6295; North East Units Scale Converg. AG6295;SPC FL W - 360,923.081 161,620.828 MT 0.99995935 -0 10 48.2 AG6295;UTM 17 - 3,052,641.079 362,934.916 MT 0.99983190 -0 38 35.9 AG6295 AG6295: Primary Azimuth Mark Grid Az AG6295:SPC FL W - GILLETTE 272 00 24.4 AG6295:UTM 17 - GILLETTE 272 28 12.1 AG6295 AG6295|---------------------------------------------------------------------| AG6295| PID Reference Object Distance Geod. Az | AG6295| dddmmss.s | AG6295| AG6297 PARISH RM 1 49.384 METERS 04457 | AG6295| CW7780 PARISH AZ MK 0672119.1 | AG6295| CW7781 PARISH RM 2 40.380 METERS 11817 | AG6295| AG1570 MANATEE NOCATEE CRATE CO TANK APPROX.18.9 KM 2350245.2 | AG6295| AG1572 MANATEE MUN TANK APPROX.19.6 KM 2360541.1 | AG6295| AG1575 BRADENTON MUN PUMPING STA TANK APPROX.20.4 KM 2381412.3 | AG6295| AG1267 PARISH 1934 TP 1 1944 249.898 METERS 23903 | AG6295| AG1574 BRADENTON FLORIDA PWR CORP STK APPROX.20.5 KM 2391501.5 | AG6295| AG2435 ELLENTON MUNICIPAL TANK APPROX.15.8 KM 2403314.4 | AG6295| AG8529 GILLETTE APPROX.13.7 KM 2714936.2 | AG6295| AG1282 SUN CITY POWER CO TANK APPROX.13.3 KM 3182712.2 | AG6295| AG6296 PARISH RM 3 20.679 METERS 32302 | AG6295|---------------------------------------------------------------------| AG6295 AG6295 SUPERSEDED SURVEY CONTROL AG6295 AG6295 ELLIP HT - -14.83 (m) GP( ) 3 2 AG6295 NAD 83(1990)- 27 35 26.78425(N) 082 23 19.48476(W) AD( ) B AG6295 ELLIP HT - -14.72 (m) GP( ) 4 1 AG6295 NAD 83(1986)- 27 35 26.78868(N) 082 23 19.49797(W) AD( ) 1 AG6295 NAD 27 - 27 35 25.65949(N) 082 23 20.16047(W) AD( ) 1 AG6295 NGVD 29 - 10.176 (m) 33.39 (f) ADJ UNCH 2 0 AG6295 AG6295.Superseded values are not recommended for survey control. AG6295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6295.See file dsdata.txt to determine how the superseded data were derived. AG6295 AG6295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6293552641(NAD 83) AG6295_MARKER: DS = TRIANGULATION STATION DISK AG6295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6295_STAMPING: PARISH 1934 AG6295_MARK LOGO: CGS AG6295_PROJECTION: FLUSH AG6295_MAGNETIC: N = NO MAGNETIC MATERIAL AG6295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6295+STABILITY: SURFACE MOTION AG6295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG6295+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2002 AG6295 AG6295 HISTORY - Date Condition Report By AG6295 HISTORY - 1934 MONUMENTED CGS AG6295 HISTORY - 1943 GOOD CGS AG6295 HISTORY - 1954 GOOD CGS AG6295 HISTORY - 1958 GOOD CGS AG6295 HISTORY - 1960 GOOD CGS AG6295 HISTORY - 1972 GOOD NGS AG6295 HISTORY - 1972 GOOD NGS AG6295 HISTORY - 1981 GOOD FL-057 AG6295 HISTORY - 19870424 GOOD AG6295 HISTORY - 19890302 GOOD NGS AG6295 HISTORY - 19910806 GOOD GEOBAS AG6295 HISTORY - 19951228 GOOD NGS AG6295 HISTORY - 19990405 GOOD USGS AG6295 HISTORY - 20000228 GOOD FLDT AG6295 HISTORY - 20020531 GOOD FLDEP AG6295 AG6295 STATION DESCRIPTION AG6295 AG6295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA) AG6295'THIS STATION IS ABOUT 14.5 MILES NE FROM PALMETTO, 2.3 MILES AG6295'EASTWARD FROM PARISH RAILROAD STATION, 60 FEET N OF THE CENTER AG6295'LINE OF STATE HIGHWAY 32, 36 FEET NE OF A 20-INCH OAK TREE AG6295'(TRIANGULAR BLAZE), 33 PACES W OF THE CENTER LINE OF SAND ROAD AG6295'AND PROJECTS 3 INCHES. AG6295' AG6295'SURFACE, UNDERGROUD, REFERENCE, AND AZIMUTH MARKS ARE STANDARD AG6295'BRONZE DISKS SET IN CONCRETE. AG6295' AG6295'REFERENCE MARK NO. 1 IS NE OF THE STATION, 3.5 FEET W OF THE AG6295'FENCE LINE, 7 FEET E OF THE CENTER LINE OF THE SAND ROAD, 120 AG6295'FEET N OF THE CENTER LINE OF STATE HIGHWAY 32, AND PROJECTS 12 AG6295'INCHES. AG6295' AG6295'REFERENCE MARK NO. 2 IS SE OF THE STATION, 1 FOOT W OF THE AG6295'FENCE LINE, 53 FEET S OF THE CENTER LINE OF STATE HIGHWAY 32 AND AG6295'PROJECTS 10 INCHES. AG6295' AG6295'AZIMUTH MARK IS ENE OF THE STATION, 41 FEET S OF THE CENTER AG6295'LINE OF THE HIGHWAY, 2.5 FEET N OF FENCE LINE AND PROJECTS 12 AG6295'INCHES. AG6295' AG6295'TO REACH GO E ON STATE HIGHWAY 32 FOR 2.3 MILES FROM THE PARISH AG6295'RAILROAD STATION TO THE STATION ON THE N SIDE OF THE ROAD. AG6295' AG6295'177.6 FEET BETWEEN THE REFERENCE MARKS. AG6295 AG6295 STATION RECOVERY (1943) AG6295 AG6295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS) AG6295'RECOVERED AS DESCRIBED, EXCEPT FOR THE FOLLOWING DISCREPANCIES-- AG6295' AG6295'1. THE STATION IS FLUSH WITH THE GROUND. IT DOES NOT PROJECT AG6295'3 INCHES. AG6295' AG6295'2. REFERENCE MARK 1 IS 9 FEET E OF THE CENTER LINE OF DIRT AG6295'ROAD, NOT 7 FEET. AG6295' AG6295'3. REFERENCE MARK 1 IS 109 FEET N OF CENTER LINE OF STATE AG6295'HIGHWAY 32, NOT 120 FEET N OF IT. AG6295 AG6295 STATION RECOVERY (1954) AG6295 AG6295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (IRR) AG6295'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD AG6295'CONDITION. THE AZIMUTH MARK WAS FOUND LYING ON THE SHOULDER OF AG6295'THE ROAD, DESTROYED. AG6295' AG6295'THE DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CORRECTIONS-- AG6295' AG6295'STATE HIGHWAY 32 HAS BEEN RENUMBERED 62. AG6295' AG6295'THE MARK IS FLUSH WITH THE GROUND AND COVERED WITH SAND AND AG6295'TRASH. A 4- BY 4-IN. CONCRETE WITNESS POST WAS SET 11.3 FT. AG6295'TO THE SE AND PROJECTS 18 IN. AG6295 AG6295 STATION RECOVERY (1958) AG6295 AG6295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW) AG6295'THIS STATION WAS RECOVERED IN JUNE 1958. THE STATION AND AG6295'REFERENCE MARK 1 WERE FOUND TO BE IN GOOD CONDITION. REFERENCE AG6295'MARK 2 WAS SEARCHED FOR BUT NOT RECOVERED. IT MAY HAVE BEEN AG6295'DESTROYED BY HIGHWAY CONSTRUCTION. THE AZIMUTH MARK WAS FOUND AG6295'DESTROYED. THE POST WAS FOUND BROKEN OFF. THE DISK WAS AG6295'RECOVERED. REFERENCE MARK 3 WAS SET. AG6295' AG6295'THE STATION IS LOCATED 2.3 MI. E OF PARISH, 0.25 MI. W OF A AG6295'CURVE IN THE HIGHWAY, 160 YD. W OF A SMALL FARM POND, 290 YD. W AG6295'OF A JUNCTION WITH AN OILED ROAD LEADING N, 58 FT. N OF THE AG6295'CENTERLINE OF STATE HIGHWAY 62, 10.3 FT. N OF A FENCE, 129 FT. W AG6295'OF A T-FENCE CORNER, 118 FT. W OF THE W END OF A WIRE GATE, 129 AG6295'FT. W OF A FENCE LEADING N, 34 FT. NE OF AN 18-IN. DEAD OAK TREE AG6295'AND 1.8 FT. E OF A CONCRETE WITNESS POST. A TRIANGULATION AG6295'STATION DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS AG6295'FLUSH WITH THE GROUND, STAMPED PARISH 1934. AG6295' AG6295'REFERENCE MARK 1 IS 161.97 FT. OR 49.369 M. NE OF THE STATION, AG6295'3 FT. E OF A N AND S FENCE, 64 FT. N OF A T-FENCE CORNER, 111 FT. AG6295'N OF THE CENTERLINE OF THE HIGHWAY AND 69 FT. N OF THE W END OF AG6295'A WIRE GATE. A REFERENCE MARK DISK SET IN THE TOP OF A ROUND AG6295'CONCRETE POST WHICH PROJECTS 1.0 FT. ABOVE THE GROUND, STAMPED AG6295'PARISH NO 1 1934. AG6295' AG6295'REFERENCE MARK 3 IS 67.820 FT. OR 20.670 M. N OF THE STATION, AG6295'79 FT. N-NE OF AN 18-IN. DEAD OAK TREE, 124 FT. N OF THE CENTERLINE AG6295'OF THE HIGHWAY, 77 FT. N OF A FENCE, 157 FT. W OF A FENCE AG6295'AND 159 FT. W-NW OF A FENCE. A REFERENCE MARK DISK SET IN THE AG6295'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE THE AG6295'GROUND, STAMPED PARISH NO 3 1934. AG6295' AG6295'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 62 AND AG6295'U.S. HIGHWAY 301 AT PARISH, GO 2.3 MI. E ALONG STATE HIGHWAY 62 AG6295'TO A T-FENCE CORNER AND THE STATION ON THE LEFT. AG6295 AG6295 STATION RECOVERY (1960) AG6295 AG6295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK) AG6295'THE STATION, R.M. 1 AND R.M. 3 WERE RECOVERED AS DESCRIBED IN JUNE AG6295'1958 AND WERE FOUND IN GOOD CONDITION. STEEL WITNESS POSTS WERE AG6295'SET BY ALL MARKS. AG6295 AG6295 STATION RECOVERY (1972) AG6295 AG6295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS) AG6295'STATION MARK, REFERENCE MARK 1 AND 3 WERE RECOVERED AND FOUND IN AG6295'GOOD CONDITION. THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AG6295'AND APPARENTLY WAS DESTROYED WHEN STATE HIGHWAY 60 WAS WIDENED. THE AG6295'DISTANCE TO REFERENCE MARK 1 CHECKED THE ORIGINAL DESCRIPTION. AG6295'DUE TO LACK OF DATA, A COMPLETE NEW DESCRIPTION FOLLOWS. AG6295' AG6295'STATION IS ABOUT 23 MILES SOUTHEAST OF SAINT PETERSBURG, 25 MILES AG6295'SOUTH-SOUTHEAST OF TAMPA, 20 MILES NORTHEAST OF SARASOTA, 2-1/4 AG6295'MILES EAST OF PARRISH AND ON PROPERTY OWNED BY THE MAYOR OF AG6295'PARRISH. AG6295' AG6295'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 AND AG6295'STATE HIGHWAY 62 IN PARRISH, GO EAST ON STATE HIGHWAY 62 FOR 2.35 AG6295'MILES TO A GATE ON LEFT AND STATION. AG6295' AG6295'STATION MARK, A STANDARD DISK STAMPED PARISH 1934, IS SET IN AG6295'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS AG6295'SET FLUSH WITH THE GROUND SURFACE. IT IS 148 FEET WEST-NORTHWEST AG6295'OF A 12-INCH PINE TREE, 131 FEET WEST-NORTHWEST OF THE FENCE AG6295'CORNER ON THE EAST SIDE OF THE GATE, 58 FEET NORTH OF THE CENTER AG6295'OF STATE HIGHWAY 62, 11 FEET NORTH OF A 4-INCH SQUARE CONCRETE AG6295'RIGHT-OF-WAY POST, 10 FEET NORTH OF A BARBED WIRE FENCE, 1.8 AG6295'FEET EAST OF A 4-INCH SQUARE CONCRETE RIGHT-OF-WAY MARKER AG6295'POST, 1.5 FEET WEST OF A METAL WITNESS POST AND 1 FOOT NORTH AG6295'OF A METAL WITNESS POST. AG6295' AG6295'REFERENCE MARK 1, A STANDARD DISK STAMPED PARISH NO 1 1934, IS AG6295'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT AG6295'PROJECTS 9-INCHES ABOVE THE GROUND SURFACE. IT IS 108 FEET NORTH AG6295'OF THE CENTER OF STATE HIGHWAY 62, 64 FEET NORTHEAST OF THE FENCE AG6295'CORNER, 63 FEET NORTH-NORTHWEST OF THE 12-INCH PINE TREE, 2 FEET AG6295'SOUTHEAST OF A FENCE, 1.3 FEET NORTHEAST OF A METAL WITNESS POST AG6295'AND ABOUT THE SAME ELEVATION AS THE STATION MARK. AG6295' AG6295'REFERENCE MARK 3, A STANDARD DISK, STAMPED PARISH NO 3 1934, IS AG6295'SET IN THE TOP OF AN 8-INCH SQUARE PRECAST CONCRETE MONUMENT THAT AG6295'IS SET FLUSH WITH THE GROUND SURFACE. IT IS 161 FEET NORTHWEST AG6295'OF THE FENCE CORNER, 125 FEET NORTH OF THE CENTER OF STATE AG6295'HIGHWAY 62, 77 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST AG6295'OF A METAL WITNESS POST AND ABOUT THE SAME ELEVATION AS THE AG6295'STATION MARK. AG6295' AG6295'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AG6295'2.35 MILES EAST OF PARRISH. AG6295 AG6295 STATION RECOVERY (1972) AG6295 AG6295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 AG6295'2.4 MI E FROM PARRISH. AG6295'2.35 MILES EAST ALONG STATE HIGHWAY 62 FROM ITS JUNCTION WITH AG6295'U.S. HIGHWAY 301 IN PARRISH, 148 FEET WEST-NORTHWEST OF A AG6295'12-INCH PINE TREE, 131 FEET WEST-NORTHWEST OF A FENCE CORNER, AG6295'58 FEET NORTH OF THE CENTER OF STATE HIGHWAY 62, 11 FEET NORTH AG6295'OF A 4-INCH SQUARE CONCRETE RIGHT-OF-WAY POST, 10 FEET NORTH OF A AG6295'BARBED-WIRE FENCE, 1.8 FEET EAST OF A 4-INCH SQUARE CONCRETE AG6295'RIGHT-OF-WAY POST, 1.5 FEET WEST OF A METAL WITNESS POST AND AG6295'1 FOOT NORTH OF A METAL WITNESS POST. A STANDARD DISK SET AG6295'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS AG6295'SET FLUSH WITH THE GROUND SURFACE. AG6295 AG6295 STATION RECOVERY (1981) AG6295 AG6295'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1981 (SW) AG6295'PARISH 1934 RECOVERED GOOD. AG6295' AG6295'STA. PARISH VERTICALLY OBSTRUCTED BY POWER LINE. AG6295' AG6295'RM NO. 3 CLEAR. AG6295' AG6295'RM NO. 1 NEEDS WITNESS REPLACED. AG6295' AG6295'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.3 MILES EAST OF PARISH. AG6295 AG6295 STATION RECOVERY (1987) AG6295 AG6295'RECOVERED 1987 AG6295'RECOVERED IN GOOD CONDITION. AG6295 AG6295 STATION RECOVERY (1989) AG6295 AG6295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 AG6295'THE STATION IS LOCATED ABOUT 37.0 KM (23.00 MI) SOUTHEAST OF ST. AG6295'PETERSBURG, 3.7 KM (2.30 MI) EAST OF PARRISH, IN SECTION 22, T 33 S, R AG6295'19 E. OWNERSHIP--UNKNOWN. AG6295'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE AG6295'HIGHWAY 62 IN PARRISH, GO EAST FOR 3.94 KM (2.45 MI) ON HIGHWAY 62 TO AG6295'THE STATION ON LEFT. AG6295'LOCATED 0.24 KM (0.15 MI) WEST FROM THE JUNCTION OF STATE HIGHWAY 62 AG6295'AND KEEN ROAD, 17.68 M (58.0 FT) NORTH FROM THE APPROXIMATE CENTER OF AG6295'HIGHWAY 62, 2.96 M (9.7 FT) NORTH FROM A BARBED WIRE FENCE, 2.90 M AG6295'(9.5 FT) WEST FROM A UTILITY POLE, 0.55 M (1.8 FT) EAST FROM A AG6295'RIGHT-OF-WAY MARKER AND 0.30 M (1.0 FT) NORTH FROM A METAL WITNESS AG6295'POST. AG6295'DESCRIBED BY R.L. TAYLOR. AG6295 AG6295 STATION RECOVERY (1991) AG6295 AG6295'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1991 AG6295'RECOVERED IN GOOD CONDITION. AG6295 AG6295 STATION RECOVERY (1995) AG6295 AG6295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS) AG6295'THE STATION IS LOCATED ABOUT 23.00 MI (37.01 KM) SOUTHEAST OF ST. AG6295'PETERSBURG, 2.35 MI (3.78 KM) EAST OF PARRISH, IN SECTION 22, T 33 S, AG6295'R 19 E. OWNERSHIP -- UNKNOWN. TO REACH THE STATION FROM THE JUNCTION AG6295'OF U.S. HIGHWAY 301 AND STATE HIGHWAY 62 IN PARRISH, GO EAST ON STATE AG6295'HIGHWAY 62 FOR 2.35 MI (3.78 KM) TO THE STATION ON THE LEFT. LOCATED AG6295'0.15 MI (0.24 KM) WEST OF STATE HIGHWAY 62 AND KEEN ROAD JUNCTION, AG6295'58.0 FT (17.7 M) NORTH FROM THE APPROXIMATE CENTER OF STATE HIGHWAY AG6295'62, 9.7 FT (3.0 M) NORTH OF A BARBED WIRE FENCE, 9.5 FT (2.9 M) WEST AG6295'OF A UTILITY POLE, 1.8 FT (0.5 M) EAST OF A 4-INCH CONCRETE AG6295'RIGHT-OF-WAY MARKER, AND 1.0 FT (0.3 M) NORTH OF A METAL WITNESS POST. AG6295'RECOVERED IN GOOD CONDITION. AG6295 AG6295 STATION RECOVERY (1999) AG6295 AG6295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1999 AG6295'RECOVERED AS DESCRIBED. AG6295 AG6295 STATION RECOVERY (2000) AG6295 AG6295'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2000 (CDM) AG6295'RECOVERED AS DESCRIBED. AG6295 AG6295 STATION RECOVERY (2002) AG6295 AG6295'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ) AG6295'RECOVERED AS DESCRIBED. AG6295' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG6297 *********************************************************************** AG6297 DESIGNATION - PARISH RM 1 AG6297 PID - AG6297 AG6297 STATE/COUNTY- FL/MANATEE AG6297 USGS QUAD - PARRISH (1987) AG6297 AG6297 *CURRENT SURVEY CONTROL AG6297 ___________________________________________________________________ AG6297* NAD 83(1986)- 27 35 27. (N) 082 23 19. (W) SCALED AG6297* NAVD 88 - 9.87 (meters) 32.4 (feet) RESET AG6297 ___________________________________________________________________ AG6297 GEOID HEIGHT- -24.67 (meters) GEOID99 AG6297 AG6297 VERT ORDER - THIRD AG6297 AG6297.The horizontal coordinates were scaled from a topographic map and have AG6297.an estimated accuracy of +/- 6 seconds. AG6297 AG6297.The orthometric height was computed from unverified reset data. AG6297 AG6297.The geoid height was determined by GEOID99. AG6297 AG6297; North East Units Estimated Accuracy AG6297;SPC FL W - 360,930. 161,630. MT (+/- 180 meters Scaled) AG6297 AG6297 SUPERSEDED SURVEY CONTROL AG6297 AG6297.No superseded survey control is available for this station. AG6297 AG6297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL629526(NAD 83) AG6297_MARKER: DR = REFERENCE MARK DISK AG6297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6297_STAMPING: PARISH NO 1 1934 AG6297_MARK LOGO: CGS AG6297_PROJECTION: PROJECTING 23 CENTIMETERS AG6297_MAGNETIC: N = NO MAGNETIC MATERIAL AG6297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6297+STABILITY: SURFACE MOTION AG6297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG6297+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2002 AG6297 AG6297 HISTORY - Date Condition Report By AG6297 HISTORY - 1934 MONUMENTED CGS AG6297 HISTORY - 1973 GOOD NGS AG6297 HISTORY - 20020531 GOOD FLDEP AG6297 AG6297 STATION DESCRIPTION AG6297 AG6297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 AG6297'2.4 MI E FROM PARRISH. AG6297'2.4 MILES EAST ALONG STATE HIGHWAY 62 FROM ITS JUNCTION WITH AG6297'U.S. HIGHWAY 301 IN PARRISH, 105 FEET NORTH OF THE CENTER OF STATE AG6297'HIGHWAY 62, 63 FEET NORTH-NORTHEAST OF A 15-INCH PINE TREE, AG6297'2 FEET SOUTHEAST OF A FENCE, 1.5 FEET NORTHEAST OF A METAL AG6297'WITNESS POST, A DISK STAMPED PARISH NO 1 1934 IS SET IN THE TOP AG6297'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 8-INCHES AG6297'ABOVE THE GROUND SURFACE. AG6297 AG6297 STATION RECOVERY (2002) AG6297 AG6297'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ) AG6297'RECOVERED AS DESCRIBED. AG6297' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG6296 *********************************************************************** AG6296 DESIGNATION - PARISH RM 3 AG6296 PID - AG6296 AG6296 STATE/COUNTY- FL/MANATEE AG6296 USGS QUAD - PARRISH (1987) AG6296 AG6296 *CURRENT SURVEY CONTROL AG6296 ___________________________________________________________________ AG6296* NAD 83(1986)- 27 35 27. (N) 082 23 19. (W) SCALED AG6296* NAVD 88 - 10.04 (meters) 32.9 (feet) RESET AG6296 ___________________________________________________________________ AG6296 GEOID HEIGHT- -24.67 (meters) GEOID99 AG6296 AG6296 VERT ORDER - THIRD AG6296 AG6296.The horizontal coordinates were scaled from a topographic map and have AG6296.an estimated accuracy of +/- 6 seconds. AG6296 AG6296.The orthometric height was computed from unverified reset data. AG6296 AG6296.The geoid height was determined by GEOID99. AG6296 AG6296; North East Units Estimated Accuracy AG6296;SPC FL W - 360,930. 161,630. MT (+/- 180 meters Scaled) AG6296 AG6296 SUPERSEDED SURVEY CONTROL AG6296 AG6296.No superseded survey control is available for this station. AG6296 AG6296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL629526(NAD 83) AG6296_MARKER: DR = REFERENCE MARK DISK AG6296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6296_STAMPING: PARISH NO 3 1934 AG6296_MARK LOGO: CGS AG6296_PROJECTION: FLUSH AG6296_MAGNETIC: N = NO MAGNETIC MATERIAL AG6296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6296+STABILITY: SURFACE MOTION AG6296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG6296+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2002 AG6296 AG6296 HISTORY - Date Condition Report By AG6296 HISTORY - 1958 MONUMENTED CGS AG6296 HISTORY - 1973 GOOD NGS AG6296 HISTORY - 20020531 GOOD FLDEP AG6296 AG6296 STATION DESCRIPTION AG6296 AG6296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 AG6296'2.4 MI E FROM PARRISH. AG6296'2.4 MILES EAST ALONG STATE HIGHWAY 62 FROM ITS JUNCTION WITH AG6296'U.S. HIGHWAY 301 IN PARRISH, 125 FEET NORTH OF THE CENTER OF AG6296'STATE HIGHWAY 62, 70 FEET NORTH-NORTHWEST OF A POWER LINE POLE, AG6296'2 FEET SOUTHEAST OF A FENCE, 1 FOOT EAST OF A METAL WITNESS POST, AG6296'A REFERENCE DISK STAMPED PARISH NO 3 1934 IS SET IN THE TOP OF AN AG6296'8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES ABOVE AG6296'THE GROUND SURFACE. AG6296 AG6296 STATION RECOVERY (2002) AG6296 AG6296'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ) AG6296'RECOVERED AS DESCRIBED. AG6296' AG6296' AG6296' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG8478 *********************************************************************** AG8478 DESIGNATION - SCHROEDER AG8478 PID - AG8478 AG8478 STATE/COUNTY- FL/MANATEE AG8478 USGS QUAD - VERNA (1979) AG8478 AG8478 *CURRENT SURVEY CONTROL AG8478 ___________________________________________________________________ AG8478* NAD 83(1999)- 27 28 32.15308(N) 082 22 10.75067(W) ADJUSTED AG8478* NAVD 88 - 20.294 (meters) 66.58 (feet) ADJUSTED AG8478 ___________________________________________________________________ AG8478 X - 751,909.407 (meters) COMP AG8478 Y - -5,612,620.857 (meters) COMP AG8478 Z - 2,925,069.519 (meters) COMP AG8478 LAPLACE CORR- -0.94 (seconds) DEFLEC99 AG8478 ELLIP HEIGHT- -4.38 (meters) GPS OBS AG8478 GEOID HEIGHT- -24.58 (meters) GEOID99 AG8478 DYNAMIC HT - 20.263 (meters) 66.48 (feet) COMP AG8478 MODELED GRAV- 979,133.2 (mgal) NAVD 88 AG8478 AG8478 HORZ ORDER - FIRST AG8478 VERT ORDER - SECOND CLASS II AG8478 ELLP ORDER - FOURTH CLASS I AG8478 AG8478.The horizontal coordinates were established by classical geodetic methods AG8478.and adjusted by the National Geodetic Survey in June 2002. AG8478 AG8478.The orthometric height was determined by differential leveling AG8478.and adjusted by the National Geodetic Survey in June 1991. AG8478 AG8478.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG8478 AG8478.The Laplace correction was computed from DEFLEC99 derived deflections. AG8478 AG8478.The ellipsoidal height was determined by GPS observations AG8478.and is referenced to NAD 83. AG8478 AG8478.The geoid height was determined by GEOID99. AG8478 AG8478.The dynamic height is computed by dividing the NAVD 88 AG8478.geopotential number by the normal gravity value computed on the AG8478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG8478.degrees latitude (g = 980.6199 gals.). AG8478 AG8478.The modeled gravity was interpolated from observed gravity values. AG8478 AG8478; North East Units Scale Converg. AG8478;SPC FL W - 348,155.051 163,467.751 MT 0.99995764 -0 10 14.0 AG8478;UTM 17 - 3,039,860.216 364,678.520 MT 0.99982604 -0 37 55.3 AG8478 AG8478: Primary Azimuth Mark Grid Az AG8478:SPC FL W - SCHROEDER AZ MK RESET 268 31 16.8 AG8478:UTM 17 - SCHROEDER AZ MK RESET 268 58 58.1 AG8478 AG8478|---------------------------------------------------------------------| AG8478| PID Reference Object Distance Geod. Az | AG8478| dddmmss.s | AG8478| CW7838 SCHROEDER RM 1 45.123 METERS 07431 | AG8478| AG1515 SCHROEDER 1934 TP 1 1944 236.536 METERS 09508 | AG8478| AG8477 SCHROEDER RM 2 38.644 METERS 18428 | AG8478| AG1571 WHITFIELD ESTATES TANK APPROX.19.8 KM 2521159.3 | AG8478| CW7836 SCHROEDER AZ MK 2680116.6 | AG8478| CW7837 SCHROEDER AZ MK RESET 2682102.8 | AG8478| AG1576 BRADENTON LUMBER CO TANK APPROX.19.1 KM 2732844.3 | AG8478| AG1572 MANATEE MUN TANK APPROX.18.2 KM 2754652.4 | AG8478| AG1575 BRADENTON MUN PUMPING STA TANK APPROX.19.4 KM 2755546.8 | AG8478| AG1570 MANATEE NOCATEE CRATE CO TANK APPROX.17.5 KM 2762400.1 | AG8478| AG1574 BRADENTON FLORIDA PWR CORP STK APPROX.19.6 KM 2764218.7 | AG8478| AG2434 PALMETTO MUN POWER PLANT TANK APPROX.20.9 KM 2822544.6 | AG8478| AG2435 ELLENTON MUNICIPAL TANK APPROX.16.4 KM 2874806.1 | AG8478| AG2433 PALMETTO MANATEE FRUIT CO TANK APPROX.22.1 KM 2894143.0 | AG8478|---------------------------------------------------------------------| AG8478 AG8478 SUPERSEDED SURVEY CONTROL AG8478 AG8478 NAD 83(1990)- 27 28 32.15157(N) 082 22 10.75038(W) AD( ) 1 AG8478 ELLIP HT - -4.25 (m) GP( ) 4 1 AG8478 NAD 83(1986)- 27 28 32.15697(N) 082 22 10.76353(W) AD( ) 1 AG8478 NAD 27 - 27 28 31.00986(N) 082 22 11.42701(W) AD( ) 1 AG8478 NGVD 29 - 20.79 (m) 68.2 (f) LEVELING 3 AG8478 AG8478.Superseded values are not recommended for survey control. AG8478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG8478.See file dsdata.txt to determine how the superseded data were derived. AG8478 AG8478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6467939860(NAD 83) AG8478_MARKER: DS = TRIANGULATION STATION DISK AG8478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG8478_STAMPING: SCHROEDER 1934 AG8478_MARK LOGO: CGS AG8478_PROJECTION: FLUSH AG8478_MAGNETIC: N = NO MAGNETIC MATERIAL AG8478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG8478+STABILITY: SURFACE MOTION AG8478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG8478+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2002 AG8478 AG8478 HISTORY - Date Condition Report By AG8478 HISTORY - 1934 MONUMENTED CGS AG8478 HISTORY - 1941 GOOD CGS AG8478 HISTORY - 1943 GOOD CGS AG8478 HISTORY - 1954 GOOD CGS AG8478 HISTORY - 1977 GOOD NGS AG8478 HISTORY - 1984 GOOD FLDT AG8478 HISTORY - 1985 GOOD FLDT AG8478 HISTORY - 19870427 GOOD AG8478 HISTORY - 20020110 GOOD FLDEP AG8478 AG8478 STATION DESCRIPTION AG8478 AG8478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA) AG8478'STATION IS ABOUT 14 MILES NE OF SARASOTA, 14 MILES E FROM THE AG8478'POST OFFICE IN BRADENTON, 11.6 MILES E FROM THE SCHOOLHOUSE IN AG8478'MANATEE, 1.6 MILES E FROM A ROCK SURFACE ROAD AG8478'LEADING FROM THE HIGHWAY S, ON LAND NOW OWNED BY THE AG8478'STATE. THE MARK IS 47 FEET N OF THE CENTER LINE OF STATE AG8478'HIGHWAY 161, 12 PACES S OF AN 8-INCH PINE, 27 PACES E OF A AG8478'10-INCH PINE AND PROJECTS 7 INCHES. AG8478' AG8478'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD AG8478'BRONZE DISKS SET IN CONCRETE. AG8478' AG8478'REFERENCE MARK NO. 1 IS E OF THE STATION, 89 FEET N OF THE AG8478'CENTER LINE OF THE ROAD AND PROJECTS 7 INCHES. AG8478' AG8478'REFERENCE MARK NO. 2 IS S OF THE STATION, 79 FEET S OF THE AG8478'CENTER LINE OF THE ROAD, 27 FEET S OF THE RIGHT-OF-WAY FENCE AG8478'AND PROJECTS 8 INCHES. AG8478' AG8478'AZIMUTH MARK IS W OF THE STATION, 2.5 FEET N OF THE AG8478'RIGHT-OF-WAY FENCE, 35 FEET S OF THE CENTER LINE OF THE ROAD AG8478'AND PROJECTS 10 INCHES. AG8478' AG8478'TO REACH FROM MANATEE GO TO THE LARGE PUBLIC SCHOOLHOUSE IN AG8478'THE E SIDE OF MANATEE. FROM HERE FOLLOW STATE HIGHWAY 161 E AG8478'(BRADENTON-MANATEE-ARCADIA ROAD) FOR 11.6 MILES TO THE STATION. AG8478 AG8478 STATION RECOVERY (1941) AG8478 AG8478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (KGC) AG8478'STATION IS ABOUT 14 MILES NE OF SARASOTA, 14 MILES E OF THE AG8478'POST OFFICE AT BRADENTON, 12.6 MILES E OF THE POST OFFICE AT AG8478'MANATEE, 1.6 MILES E OF A ROCK SURFACE ROAD LEADING FROM THE AG8478'HIGHWAY S, ON LAND OWNED BY THE STATE. THE MARK IS 47 FEET N AG8478'OF THE CENTER LINE OF STATE HIGHWAY 161, ON THE RIGHT-OF-WAY AG8478'FENCE LINE, 56.2 FEET S OF A TRIANGULAR BLAZE ON AN 8-INCH PINE AG8478'TREE, 135 FEET W OF THE CENTER LINE OF TRAIL TO THE N AT THE AG8478'GATE IN THE FENCE. AG8478' AG8478'STATION MARK IS A BRONZE STATION DISK, STAMPED SCHROEDER AG8478'1934, IN THE TOP OF A 12-INCH CONCRETE CYLINDER, EXTENDING 4 AG8478'INCHES ABOVE THE GROUND. THE UNDERGROUND MARK AG8478'NOT VERIFIED BY THIS PARTY. AG8478' AG8478'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK WHICH IS SET IN THE AG8478'TOP OF A 12-INCH CONCRETE CYLINDER EXTENDING 7 INCHES ABOVE AG8478'THE GROUND. IT IS E OF THE STATION, 89 FEET N OF THE CENTER AG8478'LINE OF STATE HIGHWAY 161, 39.5 FEET N OF FENCE LINE, AND IN AG8478'THE Y OF TRAIL INTERSECTION STAMPED SCHRODEDER REFERENCE MARK NO. 1 AG8478'1934. AG8478' AG8478'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK WHICH IS SET IN AG8478'THE TOP OF A 12-INCH CONCRETE CYLINDER EXTENDING 6 INCHES ABOVE AG8478'THE GROUND. IT IS S OF THE STATION, 38.5 FEET S OF THE AG8478'RIGHT-OF-WAY FENCE, AND 80 FEET S OF THE CENTER LINE OF STATE AG8478'HIGHWAY 161. STAMPED SCHROEDER REFERENCE MARK NO 2 1934. AG8478' AG8478'AZIMUTH MARK IS A BRONZE REFERENCE DISK, STAMPED SCHROEDER AG8478'AZIMUTH 1934, ATOP OF A 12-INCH CYLINDER EXTENDING 8 INCHES AG8478'ABOVE THE GROUND. THE MARK IS W OF THE STATION, ABOUT 0.3 MILE AG8478'ALONG STATE HIGHWAY 161, 2.5 FEET N OF THE RIGHT-OF-WAY FENCE, AG8478'AND 35 FEET S OF THE CENTER LINE OF THE HIGHWAY. AG8478' AG8478'TO REACH THE STATION FROM THE MANATEE POST OFFICE, GO E ON AG8478'STATE HIGHWAY 161 (BRADENTON-MANATEE-ARCADIA ROAD) FOR 12.6 AG8478'MILES TO THE STATION SITE. AG8478' AG8478'THE FOLLOWING FROM THE 1934 DESCRIPTION (EXCEPT DISTANCES TO AG8478'THE REFERENCE MARKS) WERE REMEASURED. AG8478 AG8478 STATION RECOVERY (1943) AG8478 AG8478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS) AG8478'RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING DISCREPANCIES. AG8478' AG8478'1. THE STATION IS 56.6 FEET S OF AN 8-INCH PINE, NOT 12 AG8478'PACES S OF AN 8-INCH PINE. AG8478' AG8478'2. THE STATION IS 58 FEET W OF A 6-INCH PINE, NOT 27 PACES E AG8478'OF A 10-INCH PINE. AG8478' AG8478'3. REFERENCE MARK 1 IS 147.45 FEET FROM THE STATION, NOT AG8478'148.04 FEET FROM STATION. AG8478' AG8478'4. REFERENCE MARK 2 IS 38.5 FEET S OF RIGHT-OF-WAY FENCE, NOT AG8478'27 FEET S OF RIGHT-OF-WAY FENCE. AG8478 AG8478 STATION RECOVERY (1954) AG8478 AG8478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (IRR) AG8478'THE STATION, REFERENCE MARKS AND AZIMUTH MARKS WERE RECOVERED IN AG8478'GOOD CONDITION. THE FOLLOWING CORRECTIONS ARE APPLICABLE TO AG8478'THE DESCRIPTION-- AG8478' AG8478'THE PINE TREES ARE GONE. AG8478' AG8478'THE AZIMUTH MARK WAS MOVED BY THIS PARTY PRIOR TO HIGHWAY AG8478'CONSTRUCTION. AG8478' AG8478'THE STATE HIGHWAY NUMBER HAS BEEN CHANGED AND IS NOW 64 AG8478'INSTEAD OF 161. AG8478' AG8478'A NEW DESCRIPTION FOLLOWS-- AG8478' AG8478'THE STATION IS APPROXIMATELY 14.0 MI. E OF BRADENTON, ON STATE AG8478'HIGHWAY 64, AT THE CREST OF A SLOPE, IN OPEN PINE AND PALMETTO AG8478'COUNTRY. IT IS 47 FT. N OF THE CENTERLINE OF THE HIGHWAY, AG8478'APPROXIMATELY 12 FT. NE OF A POWER POLE, 1 FT. S OF A FENCE AND AG8478'3 FT. W OF A CONCRETE WITNESS POST WHICH PROJECTS 1.5 FT. A AG8478'STANDARD DISK, STAMPED SCHROEDER 1934 SET IN CONCRETE AND AG8478'PROJECTING 0.6 FT. AG8478' AG8478'THE UNDERGROUND MARK WAS NOT SEARCHED FOR. IT IS A STANDARD AG8478'DISK SET IN CONCRETE. AG8478' AG8478'REFERENCE MARK 1 IS E OF THE STATION, 89 FT. N OF THE AG8478'CENTERLINE OF THE HIGHWAY AND 41 FT. N OF THE FENCE. A AG8478'STANDARD DISK, STAMPED SCHROEDER 1934 NO 1 SET IN CONCRETE AG8478'PROJECTING 0.6 FT. AG8478' AG8478'REFERENCE MARK 2 IS S OF THE STATION, 79 FT. S OF THE AG8478'CENTERLINE OF THE ROAD AND 27 FT. S OF THE FENCE. A STANDARD AG8478'DISK, STAMPED SCHROEDER 1934 NO 2 SET IN CONCRETE PROJECTING AG8478'0.6 FT. AG8478' AG8478'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MI. W OF THE STATION AT AG8478'A GATE IN THE PASTURE FENCE. IT IS 50.4 FT. S OF THE CENTERLINE AG8478'OF STATE HIGHWAY 64, 20.7 FT. E OF THE E GATE POST, 0.6 FT. N OF AG8478'A FENCE POST AND 3 FT. E OF A 4- BY 4-IN. CONCRETE WITNESS POST AG8478'PROJECTING 1.5 FT. A STANDARD DISK, STAMPED SCHROEDER 1934 AG8478'RESET 1954 SET IN CONCRETE FLUSH WITH THE GROUND. AG8478' AG8478'TO REACH THE STATION FROM THE POST OFFICE IN BRADENTON, GO E AG8478'ON STATE HIGHWAY 64 (MANATEE AVENUE WEST) FOR 14.0 MI. TO THE AG8478'STATION SITE. AG8478 AG8478 STATION RECOVERY (1977) AG8478 AG8478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RRW) AG8478'STATION, RM NO. 2 AND AZIMUTH MARK RECOVERED AS DESCRIBED IN AG8478'GOOD CONDITION. RM NO. 1 WAS NOT FOUND. THE 8 AND 10 INCH AG8478'PINE TREES NO LONGER EXIST. STATE HIGHWAY 161 IS NOW STATE AG8478'HIGHWAY 64. AG8478 AG8478 STATION RECOVERY (1984) AG8478 AG8478'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984 (CBM) AG8478'STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION. AG8478'REFERENCE MARK 1 COULD NOT BE LOCATED, AZIMUTH MARK WAS NOT SEARCHED AG8478'FOR. AG8478' AG8478'DUE TO CHANGES, NEW DESCRIPTION FOLLOWS. AG8478' AG8478'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND AG8478'STATE ROAD 64, ABOUT 6 MILES EAST OF BRADENTON, GO EAST ON STATE ROAD AG8478'64 FOR ABOUT 2.35 MILES TO THE INTERSECTION OF UPPER MANATEE ROAD, AG8478'CONTINUE EAST ON STATE ROAD 64 FOR ABOUT 2.6 MILES TO THE INTERSECTION AG8478'OF LORRAINE ROAD, CONTINUE EAST ON STATE ROAD 64 FOR ABOUT 1.6 MILES AG8478'AND THE STATION. AG8478' AG8478'THE STATION MARK IS A STANDARD DISK, STAMPED---SCHROEDER 1934---, SET AG8478'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE AG8478'THE GROUND. IT IS 151.0 FEET WEST OF THE CENTER OF A DIRT DRIVE AG8478'LEADING NORTH, 132.0 FEET WEST OF UTILITY POLE 13 / 194 A, 48.5 FEET AG8478'NORTH OF THE CENTER OF STATE ROAD 64, 3.5 FEET SOUTH OF A BARB WIRE AG8478'FENCE AND 1.2 FEET NORTH OF A METAL WITNESS POST. AG8478' AG8478'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED---SCHROEDER 1934 AG8478'NO 2---, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 4 AG8478'INCHES ABOVE THE GROUND. IT IS 188.0 FEET SOUTHWEST AND ACROSS THE AG8478'ROAD FROM UTILITY POLE 13 / 194 A, 79.0 FEET SOUTH OF THE CENTER OF AG8478'STATE ROAD 64, 26.0 FEET SOUTH OF A BARB WIRE FENCE AND 1.5 FEET WEST AG8478'OF A METAL WITNESS POST. AG8478 AG8478 STATION RECOVERY (1985) AG8478 AG8478'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1985 AG8478'12.6 MI EAST FROM BRADENTON. AG8478'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 64, ABOUT AG8478'6.0 MILES EAST OF BRADENTON, GO EAST ON STATE ROAD 64 FOR 2.45 MILES AG8478'TO THE INTERSECTION OF UPPER MANATEE ROAD, CONTINUE EAST ON STATE AG8478'ROAD 64 FOR 2.6 MILES TO THE INTERSECTION OF LORRAINE ROAD, CONTINUE AG8478'EAST ON STATE ROAD 64 FOR 1.6 MILES TO THE MARK. IT IS 151.0 FEET AG8478'WEST OF THE CENTER OF A DIRT DRIVE LEADING NORTH, 132.0 FEET WEST OF AG8478'UTILITY POLE 13 / 194 A, 48.5 FEET NORTH OF THE CENTER OF STATE ROAD AG8478'64 AND 3.5 FEET SOUTH OF A BARB WIRE FENCE. AG8478'THE MARK IS 1.2 FT N FROM A WITNESS POST. AG8478 AG8478 STATION RECOVERY (1987) AG8478 AG8478'RECOVERED 1987 AG8478'RECOVERED IN GOOD CONDITION. AG8478 AG8478 STATION RECOVERY (2002) AG8478 AG8478'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (PBM) AG8478'THE MARK IS ABOUT 12.1 MI EAST OF BRADENTON, IN SECTION 35, TOWNSHIP AG8478'34 SOUTH, RANGE 19 AG8478'EAST. AG8478' AG8478'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE I-75 AND STATE ROAD AG8478'64 ON THE EAST AG8478'SIDE OF BRADENTON, GO EAST ON STATE ROAD 64 (MANATEE AVENUE EAST) FOR AG8478'2.25 MI TO THE AG8478'JUNCTION OF UPPER MANATEE ROAD ON THE LEFT, CONTINUE EAST ON STATE AG8478'ROAD 64 FOR 2.65 MI AG8478'TO THE JUNCTION OF LORRAINE ROAD ON THE RIGHT, CONTINUE EAST ON STATE AG8478'ROAD 64 FOR 1.6 MI AG8478'TO THE MARK ON THE LEFT, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH AG8478'WITH THE GROUND AG8478'AND LEVEL WITH STATE ROAD 64. AG8478' AG8478'LOCATED 151.0 FT WEST OF THE APPROXIMATE CENTER OF A DIRT ROAD LEADING AG8478'NORTH, 132.0 FT AG8478'WEST OF POWER POLE NUMBER 13-194 A, 48.5 FT NORTH OF THE CENTERLINE OF AG8478'STATE ROAD 64, 3.5 AG8478'FT SOUTH OF A BARBWIRE FENCE AND 1.2 FT NORTH OF A CARSONITE WITNESS AG8478'POST. AG8478' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG6293 *********************************************************************** AG6293 DESIGNATION - U 66 AG6293 PID - AG6293 AG6293 STATE/COUNTY- FL/MANATEE AG6293 USGS QUAD - PARRISH (1987) AG6293 AG6293 *CURRENT SURVEY CONTROL AG6293 ___________________________________________________________________ AG6293* NAD 83(1986)- 27 35 17. (N) 082 25 24. (W) SCALED AG6293* NAVD 88 - 13.160 (meters) 43.18 (feet) ADJUSTED AG6293 ___________________________________________________________________ AG6293 GEOID HEIGHT- -24.62 (meters) GEOID99 AG6293 DYNAMIC HT - 13.141 (meters) 43.11 (feet) COMP AG6293 MODELED GRAV- 979,144.1 (mgal) NAVD 88 AG6293 AG6293 VERT ORDER - SECOND CLASS 0 AG6293 AG6293.The horizontal coordinates were scaled from a topographic map and have AG6293.an estimated accuracy of +/- 6 seconds. AG6293 AG6293.The orthometric height was determined by differential leveling AG6293.and adjusted by the National Geodetic Survey in June 1991. AG6293 AG6293.The geoid height was determined by GEOID99. AG6293 AG6293.The dynamic height is computed by dividing the NAVD 88 AG6293.geopotential number by the normal gravity value computed on the AG6293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6293.degrees latitude (g = 980.6199 gals.). AG6293 AG6293.The modeled gravity was interpolated from observed gravity values. AG6293 AG6293; North East Units Estimated Accuracy AG6293;SPC FL W - 360,630. 158,210. MT (+/- 180 meters Scaled) AG6293 AG6293 SUPERSEDED SURVEY CONTROL AG6293 AG6293 NGVD 29 - 13.449 (m) 44.12 (f) ADJ UNCH 2 0 AG6293 AG6293.Superseded values are not recommended for survey control. AG6293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6293.See file dsdata.txt to determine how the superseded data were derived. AG6293 AG6293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL595523(NAD 83) AG6293_MARKER: DB = BENCH MARK DISK AG6293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6293_STAMPING: U 66 1934 AG6293_MARK LOGO: CGS AG6293_PROJECTION: PROJECTING 3 CENTIMETERS AG6293_MAGNETIC: N = NO MAGNETIC MATERIAL AG6293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6293+STABILITY: SURFACE MOTION AG6293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG6293+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2002 AG6293 AG6293 HISTORY - Date Condition Report By AG6293 HISTORY - 1934 MONUMENTED CGS AG6293 HISTORY - 1958 GOOD NGS AG6293 HISTORY - 1983 GOOD FLDNR AG6293 HISTORY - 20020531 GOOD FLDEP AG6293 HISTORY - 20020531 GOOD FLDEP AG6293 AG6293 STATION DESCRIPTION AG6293 AG6293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AG6293'AT PARISH. AG6293'AT PARISH, 222 YARDS EAST OF THE JUNCTION OF STATE HIGHWAY 62 AG6293'AND U.S. HIGHWAY 301, 36 FT. NORTH OF THE CENTER LINE OF STATE AG6293'HIGHWAY 62, 300 YARDS EAST OF THE SEABOARD AIR LINE RAILROAD AG6293'STATION, 2.5 FT. SOUTHEAST OF A FENCE CORNER AT THE SOUTHWEST AG6293'CORNER OF AN ORANGE GROVE, SET IN THE TOP OF A CONCRETE POST AG6293'WHICH PROJECTS 0.1 FT. ABOVE THE GROUND. STEEL WITNESS POST AG6293'WAS SET NEARBY. AG6293 AG6293 STATION RECOVERY (1983) AG6293 AG6293'RECOVERY NOTE BY FL DEPT OF NAT RES 1983 AG6293'RECOVERED IN GOOD CONDITION EXCEPT DELETE 2.5 FEET SOUTHEAST OF A AG6293'FENCE CORNER AT THE SOUTHWEST CORNER OF AN ORANGE GROVE, AND ADD 3 AG6293'FEET NORTHEAST OF THE SOUTHWEST FENCE CORNER OF A PRIVATE RESIDENCE. AG6293 AG6293 STATION RECOVERY (2002) AG6293 AG6293'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ) AG6293'THE MARK IS ABOUT 0.1 MI EAST OF PARRISH, IN SECTION 20, TOWNSHIP 33 AG6293'SOUTH, RANGE 19 EAST. AG6293'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE ROAD AG6293'62 IN PARRISH, AG6293'GO EAST ON STATE ROAD 62 FOR 0.1 MI TO 12242 STATE ROAD 62 ON THE LEFT AG6293'AND THE MARK ON AG6293'THE LEFT, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, AG6293'PROJECTING 0.1 FT ABOVE AG6293'THE LEVEL OF THE GROUND AND ABOUT 0.7 FT BELOW THE LEVEL OF STATE ROAD AG6293'62. AG6293' AG6293'LOCATED 38.0 FT WEST OF THE APPROXIMATE CENTER OF A CONCRETE DRIVEWAY, AG6293'35.2 FT NORTH OF AG6293'THE APPROXIMATE CENTERLINE OF STATE ROAD 62, 23.1 FT NORTH OF THE EDGE AG6293'OF THE PAVEMENT AG6293'OF STATE ROAD 62, 8.5 FT EAST-NORTHEAST OF A CARSONITE WITNESS POST, AG6293'7.2 FT AG6293'EAST-NORTHEAST OF A POWER POLE, 2.9 FT NORTH OF A CHAINLINK FENCE, 1.5 AG6293'FT EAST OF A METAL AG6293'WITNESS POST AND 1.0 FT EAST OF A WOODEN FENCE. AG6293 AG6293 STATION RECOVERY (2002) AG6293 AG6293'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ) AG6293'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG1792 *********************************************************************** AG1792 DESIGNATION - U 76 RESET AG1792 PID - AG1792 AG1792 STATE/COUNTY- FL/MANATEE AG1792 USGS QUAD - MYAKKA CITY (1972) AG1792 AG1792 *CURRENT SURVEY CONTROL AG1792 ___________________________________________________________________ AG1792* NAD 83(1986)- 27 20 54. (N) 082 09 45. (W) SCALED AG1792* NAVD 88 - 12.95 (meters) 42.5 (feet) RESET AG1792 ___________________________________________________________________ AG1792 GEOID HEIGHT- -24.52 (meters) GEOID99 AG1792 AG1792 VERT ORDER - THIRD AG1792 AG1792.The horizontal coordinates were scaled from a topographic map and have AG1792.an estimated accuracy of +/- 6 seconds. AG1792 AG1792.The orthometric height was computed from unverified reset data. AG1792 AG1792.The geoid height was determined by GEOID99. AG1792 AG1792; North East Units Estimated Accuracy AG1792;SPC FL W - 334,010. 183,920. MT (+/- 180 meters Scaled) AG1792 AG1792 SUPERSEDED SURVEY CONTROL AG1792 AG1792 NGVD 29 - 13.26 (m) 43.5 (f) RESET 3 AG1792 AG1792.Superseded values are not recommended for survey control. AG1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1792.See file dsdata.txt to determine how the superseded data were derived. AG1792 AG1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL850255(NAD 83) AG1792_MARKER: DB = BENCH MARK DISK AG1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG1792_STAMPING: U 76 RESET 1964 AG1792_MARK LOGO: CGS AG1792_PROJECTION: RECESSED 5 CENTIMETERS AG1792_MAGNETIC: N = NO MAGNETIC MATERIAL AG1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG1792+STABILITY: SURFACE MOTION AG1792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG1792+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2002 AG1792 AG1792 HISTORY - Date Condition Report By AG1792 HISTORY - 1964 MONUMENTED CGS AG1792 HISTORY - 20020420 GOOD FLDEP AG1792 AG1792 STATION DESCRIPTION AG1792 AG1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 AG1792'IN MYAKKA CITY. AG1792'IT IS 62 FEET NORTH OF THE NORTH RIGHT OF WAY FOR NEW STATE AG1792'HIGHWAY 70, WHICH WILL BE BUILT IN THE NEAR FUTURE, 32 FEET EAST AG1792'OF THE APPROXIMATE CENTER OF A PAVED ROAD, 1 FOOT WEST OF A AG1792'WIRE FENCE, AND 1 FOOT NORTHWEST OF A METAL WITNESS POST AND AG1792'SIGN. IT IS SET IN THE TOP OF 12X12 INCH SQUARE CONCRETE POST AG1792'WHICH IS FLUSH WITH THE GROUND, AND IS LEVEL WITH THE SURFACE AG1792'OF THE ROAD. TO REACH FROM THE U.S. POST OFFICE IN MYAKKA CITY AG1792'ON OLD STATE HIGHWAY 70, GO WEST ON OLD STATE HIGHWAY 70 FOR AG1792'0.05 MILE TO SINGLETARY OAD. TURN LEFT, SOUTH, ON SINGLETARY AG1792'ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT AS DESCRIBED. MARK AG1792'IS ON PROPERTY OWNED BY A MR. R.H. HALL, AND PERMISSION WAS AG1792'GRANTED BY HIM TO SET THE MARK ON HIS PROPERTY NOVEMBER 16, 1964. AG1792 AG1792 STATION RECOVERY (2002) AG1792 AG1792'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ) AG1792'THE MARK IS IN MYAKKA CITY, IN SECTION 13, TOWNSHIP 36 SOUTH, RANGE 21 AG1792'EAST. AG1792' AG1792'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON AG1792'STATE ROAD 70 FOR 0.2 AG1792'MI TO THE JUNCTION OF MYAKKA WAUCHULA ROAD ON THE LEFT AND THE MARK ON AG1792'THE LEFT, SET IN AG1792'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT RECESSED 0.2 FT BELOW AG1792'THE GROUND AND AG1792'LEVEL WITH MYAKKA WAUCHULA ROAD. AG1792' AG1792'LOCATED 126.0 FT NORTH OF THE EDGE OF THE PAVEMENT OF STATE ROAD 70, AG1792'31.2 FT EAST OF THE AG1792'APPROXIMATE CENTERLINE OF MYAKKA WAUCHULA ROAD, 29.7 FT NORTH OF A AG1792'WOODEN FENCE AG1792'CORNER POST, 2.9 FT SOUTH OF A WOODEN LIGHT POLE, 1.0 FT NORTH OF A AG1792'METAL WITNESS POST AG1792'AND 0.7 FT EAST OF A CARSONITE WITNESS POST DIRECTLY BELOW A WOODEN AG1792'FENCE. AG1792' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AG5159 *********************************************************************** AG5159 DESIGNATION - Y 253 AG5159 PID - AG5159 AG5159 STATE/COUNTY- FL/MANATEE AG5159 USGS QUAD - PALMETTO (1987) AG5159 AG5159 *CURRENT SURVEY CONTROL AG5159 ___________________________________________________________________ AG5159* NAD 83(1986)- 27 36 15. (N) 082 32 20. (W) SCALED AG5159* NAVD 88 - 2.224 (meters) 7.30 (feet) ADJUSTED AG5159 ___________________________________________________________________ AG5159 GEOID HEIGHT- -24.46 (meters) GEOID99 AG5159 DYNAMIC HT - 2.221 (meters) 7.29 (feet) COMP AG5159 MODELED GRAV- 979,150.4 (mgal) NAVD 88 AG5159 AG5159 VERT ORDER - FIRST CLASS I AG5159 AG5159.The horizontal coordinates were scaled from a topographic map and have AG5159.an estimated accuracy of +/- 6 seconds. AG5159 AG5159.The orthometric height was determined by differential leveling AG5159.and adjusted by the National Geodetic Survey in June 1991. AG5159 AG5159.The geoid height was determined by GEOID99. AG5159 AG5159.The dynamic height is computed by dividing the NAVD 88 AG5159.geopotential number by the normal gravity value computed on the AG5159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5159.degrees latitude (g = 980.6199 gals.). AG5159 AG5159.The modeled gravity was interpolated from observed gravity values. AG5159 AG5159; North East Units Estimated Accuracy AG5159;SPC FL W - 362,460. 146,800. MT (+/- 180 meters Scaled) AG5159 AG5159 SUPERSEDED SURVEY CONTROL AG5159 AG5159 NGVD 29 - 2.515 (m) 8.25 (f) ADJ UNCH 1 1 AG5159 AG5159.Superseded values are not recommended for survey control. AG5159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5159.See file dsdata.txt to determine how the superseded data were derived. AG5159 AG5159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL481543(NAD 83) AG5159_MARKER: DB = BENCH MARK DISK AG5159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG5159_STAMPING: Y 253 1965 AG5159_MARK LOGO: CGS AG5159_PROJECTION: FLUSH AG5159_MAGNETIC: N = NO MAGNETIC MATERIAL AG5159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG5159+STABILITY: SURFACE MOTION AG5159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG5159+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2002 AG5159 AG5159 HISTORY - Date Condition Report By AG5159 HISTORY - 1965 MONUMENTED CGS AG5159 HISTORY - 1966 GOOD NGS AG5159 HISTORY - 20020602 GOOD FLDEP AG5159 AG5159 STATION DESCRIPTION AG5159 AG5159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG5159'2 MI NE FROM RUBONIA. AG5159'ABOUT 2.05 MILES NE. ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE AG5159'AT RUBONIA, ABOUT 0.2 MILE NORTHEAST OF THE INTERSECTION OF AG5159'STATE HIGHWAY 683, ON PROPERTY PRESENTLY OWNED BY MR. JIM AG5159'WILLIS, 198 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 70 AG5159'FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE FRONT AG5159'PORCH OF HOUSE, 5 FEET SOUTHEAST OF A TELEPHONE POLE, 54 FEET AG5159'NORTH OF 3-FOOT WATER OAK TREE, 1.4 FEET NORTHWEST OF A METAL AG5159'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND AG5159'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. AG5159 AG5159 STATION RECOVERY (2002) AG5159 AG5159'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ) AG5159'THE MARK IS ABOUT 8.2 MI NORTH-NORTHEAST OF BRADENTON, IN SECTION 18, AG5159'TOWNSHIP 33 SOUTH, AG5159'RANGE 18 EAST. AG5159' AG5159'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 75 AND COUNTY ROAD 6 AG5159'(MOCCASIN AG5159'WALLOW ROAD) ABOUT 4.9 MI NORTHWEST OF PARRISH, GO WEST ON COUNTY ROAD AG5159'6 (MOCCASIN AG5159'WALLOW ROAD) FOR 2.2 MI TO THE JUNCTION OF U.S. HIGHWAY 41, TURN RIGHT AG5159'ON U.S. HIGHWAY 41 AG5159'AND GO NORTH FOR 0.2 MI TO THE RESIDENCE AT 10014 ON THE RIGHT AND THE AG5159'MARK ON THE AG5159'RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE AG5159'GROUND AND ABOUT AG5159'1.0 FT BELOW THE LEVEL OF U.S. HIGHWAY 41. AG5159' AG5159'LOCATED 87.7 FT EAST-NORTHEAST OF THE CENTER OF A METAL GATE, 73.5 FT AG5159'EAST-SOUTHEAST OF A AG5159'POWER POLE, 31.1 FT NORTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL AG5159'DRIVEWAY, 14.5 FT AG5159'NORTHWEST OF A TELEPHONE POLE AND 1.0 FT WEST OF A METAL WITNESS POST. AG5159'NOTE PROPERTY OWNED BY MRS. SMALLWOOD, CONTACT DAUGHTER JOYCE. NOTE AG5159'RENTER HATTIE KELLEY HAS 2 DOGS IN YARD, HONK HORN SO SHE CAN AG5159'CONTROL DOGS.