1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AD7888 *********************************************************************** AD7888 CBN - This is a Cooperative Base Network Control Station. AD7888 TIDAL BM - This is a Tidal Bench Mark. AD7888 DESIGNATION - 872 5520 A TIDAL AD7888 PID - AD7888 AD7888 STATE/COUNTY- FL/LEE AD7888 USGS QUAD - FORT MYERS (1987) AD7888 AD7888 *CURRENT SURVEY CONTROL AD7888 ___________________________________________________________________ AD7888* NAD 83(1999)- 26 38 46.72488(N) 081 52 14.11449(W) ADJUSTED AD7888* NAVD 88 - 1.099 (meters) 3.61 (feet) ADJUSTED AD7888 ___________________________________________________________________ AD7888 X - 806,677.097 (meters) COMP AD7888 Y - -5,647,225.249 (meters) COMP AD7888 Z - 2,843,233.016 (meters) COMP AD7888 LAPLACE CORR- -2.08 (seconds) DEFLEC99 AD7888 ELLIP HEIGHT- -23.09 (meters) (04/12/01) GPS OBS AD7888 GEOID HEIGHT- -24.17 (meters) GEOID03 AD7888 DYNAMIC HT - 1.097 (meters) 3.60 (feet) COMP AD7888 MODELED GRAV- 979,074.4 (mgal) NAVD 88 AD7888 AD7888 HORZ ORDER - A AD7888 VERT ORDER - FIRST CLASS II AD7888 ELLP ORDER - FOURTH CLASS I AD7888 AD7888.The horizontal coordinates were established by GPS observations AD7888.and adjusted by the National Geodetic Survey in April 2001. AD7888 AD7888.The orthometric height was determined by differential leveling AD7888.and adjusted by the National Geodetic Survey in February 2002. AD7888.WARNING-Repeat measurements at this control monument indicate possible AD7888.vertical movement. AD7888 AD7888.This Tidal Bench Mark is designated as VM 737 AD7888.by the Center for Operational Oceanographic Products and Services. AD7888 AD7888.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD7888 AD7888.The Laplace correction was computed from DEFLEC99 derived deflections. AD7888 AD7888.The ellipsoidal height was determined by GPS observations AD7888.and is referenced to NAD 83. AD7888 AD7888.The geoid height was determined by GEOID03. AD7888 AD7888.The dynamic height is computed by dividing the NAVD 88 AD7888.geopotential number by the normal gravity value computed on the AD7888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD7888.degrees latitude (g = 980.6199 gals.). AD7888 AD7888.The modeled gravity was interpolated from observed gravity values. AD7888 AD7888; North East Units Scale Factor Converg. AD7888;SPC FL W - 256,224.040 212,884.027 MT 0.99994323 +0 03 28.9 AD7888;UTM 17 - 2,947,557.315 413,353.918 MT 0.99969268 -0 23 25.7 AD7888 AD7888! - Elev Factor x Scale Factor = Combined Factor AD7888!SPC FL W - 1.00000363 x 0.99994323 = 0.99994686 AD7888!UTM 17 - 1.00000363 x 0.99969268 = 0.99969631 AD7888 AD7888: Primary Azimuth Mark Grid Az AD7888:SPC FL W - G 246 173 25 34.4 AD7888:UTM 17 - G 246 173 52 29.0 AD7888 AD7888|---------------------------------------------------------------------| AD7888| PID Reference Object Distance Geod. Az | AD7888| dddmmss.s | AD7888| AD1433 G 246 400.102 METERS 1732903.3 | AD7888| AD8306 872 5520 B TIDAL 86.843 METERS 31622 | AD7888|---------------------------------------------------------------------| AD7888 AD7888 SUPERSEDED SURVEY CONTROL AD7888 AD7888 ELLIP H (06/02/94) -23.04 (m) GP( ) 3 1 AD7888 NAD 83(1990)- 26 38 46.72321(N) 081 52 14.11350(W) AD( ) B AD7888 ELLIP H (09/13/90) -22.95 (m) GP( ) 4 1 AD7888 NAVD 88 (09/04/92) 1.097 (m) 3.60 (f) UNKNOWN 1 2 AD7888 NGVD 29 (09/01/92) 1.456 (m) 4.78 (f) ADJUSTED 1 2 AD7888 AD7888.Superseded values are not recommended for survey control. AD7888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD7888.See file dsdata.txt to determine how the superseded data were derived. AD7888 AD7888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1335447557(NAD 83) AD7888_MARKER: DJ = TIDAL STATION DISK AD7888_SETTING: 37 = RETAINING WALL AD7888_STAMPING: 5520 A 1978 AD7888_MARK LOGO: NOS AD7888_MAGNETIC: N = NO MAGNETIC MATERIAL AD7888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD7888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD7888+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005 AD7888 AD7888 HISTORY - Date Condition Report By AD7888 HISTORY - 1978 MONUMENTED NOS AD7888 HISTORY - 1989 GOOD NGS AD7888 HISTORY - 19920402 GOOD NGS AD7888 HISTORY - 19920902 GOOD DENI AD7888 HISTORY - 19930210 GOOD NGS AD7888 HISTORY - 19980112 GOOD USPSQD AD7888 HISTORY - 19981016 GOOD USPSQD AD7888 HISTORY - 19990405 GOOD DENI AD7888 HISTORY - 20010426 GOOD NOS AD7888 HISTORY - 20011021 GOOD LDBLS AD7888 HISTORY - 20020228 GOOD MAPTEC AD7888 HISTORY - 20020519 GOOD MAPTEC AD7888 HISTORY - 20030717 GOOD DENI AD7888 HISTORY - 20050118 GOOD USPSQD AD7888 AD7888 STATION DESCRIPTION AD7888 AD7888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 AD7888'THE STATION IS LOCATED IN FORT MYERS, AT THE SOUTHWEST CORNER OF A AD7888'CONCRETE RETAINING WALL OF THE MAIN CITY OF FORT MYERS YACHT BASIN, AD7888'ABOUT 55 M (180.4 FT) SOUTHEST OF FORT MYERS EXHIBITION HALL, LOCATED AD7888'AT THE JUNCTION OF EDWARDS DRIVE AND HENDRY STREET, ABOUT 0.4 KM AD7888'(0.25 MI) EAST OF THE SOUTH END OF HIGHWAY 41 BRIDGE OVER THE AD7888'CALOOSAHATCHEE RIVER (DOWNTOWN EXIT) AND ALSO IS LOCATED THREE BLOCKS AD7888'NORTH OF THE JUNCTION OF MAIN STREET AND HENDRY STREET. AD7888'OWNERSHIP--CITY OF FORT MYERS. AD7888'TO REACH THE STATION FROM THE DOWNTOWN EXIT OF HIGHWAY 41 AT THE SOUTH AD7888'END OF HIGHWAY 41 BRIDGE OVER THE CALOOSAHATCHEE RIVER, GO EAST ALONG AD7888'MAIN STREET FOR TWO BLOCKS TO THE JUNCTION OF HENDRY ST., THEN GO AD7888'LEFT, NORTH ALONG HENDRY ST. FOR THREE BLOCKS TO THE JUNCTION WITH AD7888'EDWARDS DRIVE AND THE STATION IN THE NORTHEAST QUADRANT OF THE AD7888'INTERSECTION, AT THE CITY YACHT BASIN. AD7888'THE STATION IS SET IN THE TOP OF A CONCRETE BULKHEAD, OR RETAINING AD7888'WALL, AT THE SOUTHWEST CORNER OF THE YACHT BASIN. LOCATED 26.5 M AD7888'(86.9 FT) NORTH OF THE NORTH CURB OF EDWARDS DRIVE, 23.3 M (76.4 FT) AD7888'EAST OF THE EAST EDGE OF HENDRY STREET, 2.7 M (8.9 FT) NORTHEAST OF A AD7888'CORNER POINT OF A CONCRTE FENCE/WALL OF THE YACHT BASIN AND ABOUT 3.7 AD7888'M (12.1 FT) SOUTHWEST OF THE NORTHEAST CORNER OF A WOODEN WALKWAY AD7888'AROUND THE BASIN. AD7888'DESCRIBED BY G.F. SMITH. AD7888 AD7888 STATION RECOVERY (1992) AD7888 AD7888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD7888'IN FORT MYERS, AT THE INTERSECTION OF EDWARDS DRIVE AND HENDRY AD7888'STREET, IN TOP OF AND 0.2 M (0.7 FT) SOUTHWEST OF THE NORTHEAST END AD7888'OF A SOUTHWEST CONCRETE RETAINING WALL AT SLIP NUMBER C 18 OF THE AD7888'FORT MYERS YACHT BASIN, 34.7 M (113.8 FT) NORTHWEST OF THE CENTERLINE AD7888'OF THE DRIVE, 27.7 M (90.9 FT) NORTHEAST OF THE CENTER OF THE AD7888'NORTHBOUND LANES OF THE STREET, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF AD7888'THE DRIVE. AD7888 AD7888 STATION RECOVERY (1992) AD7888 AD7888'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1992 AD7888'RECOVERED IN GOOD CONDITION. AD7888 AD7888 STATION RECOVERY (1993) AD7888 AD7888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 AD7888'STATION IS LOCATED IN FORT MYERS, AT THE SOUTHWEST CORNER OF A AD7888'CONCRETE RETAINING WALL OF THE MAIN CITY OF FORT MYERS YACHT BASIN, AD7888'ABOUT 55 M (180.4 FT) SOUTHEST OF FORT MYERS EXHIBITION HALL, LOCATED AD7888'AT THE JUNCTION OF EDWARDS DRIVE AND HENDRY STREET, ABOUT 0.4 KM AD7888'(0.25 MI) EAST OF THE SOUTH END OF HIGHWAY 41 BRIDGE OVER THE AD7888'CALOOSAHATCHEE RIVER (DOWNTOWN EXIT) AND ALSO IS LOCATED THREE BLOCKS AD7888'NORTH OF THE JUNCTION OF MAIN STREET AND HENDRY STREET. AD7888'OWNERSHIP--CITY OF FORT MYERS. AD7888'TO REACH THE STATION FROM THE DOWNTOWN EXIT OF HIGHWAY 41 AT THE SOUTH AD7888'END OF HIGHWAY 41 BRIDGE OVER THE CALOOSAHATCHEE RIVER, GO EAST ALONG AD7888'MAIN STREET FOR TWO BLOCKS TO THE JUNCTION OF HENDRY STREET THEN GO AD7888'LEFT, NORTH ALONG HENDRY STREET FOR THREE BLOCKS TO THE JUNCTION WITH AD7888'EDWARDS DRIVE AND THE STATION IN THE NORTHEAST QUADRANT OF THE AD7888'INTERSECTION, AT THE CITY YACHT BASIN. AD7888'STATION IS LOCATED IN THE TOP OF A CONCRETE BULKHEAD, OR RETAINING AD7888'WALL, AT THE SOUTHWEST CORNER OF THE YACHT BASIN. IT IS 26.5 M AD7888'(86.9 FT) NORTH OF THE NORTH CURB OF EDWARDS DRIVE, 23.3 M (76.4 FT) AD7888'EAST OF THE EAST EDGE OF HENDRY STREET, 2.7 M (8.9 FT) NORTHEAST OF A AD7888'CORNER POINT OF A CONCRTE FENCE/WALL OF THE YACHT BASIN AND ABOUT 3.7 AD7888'M (12.1 FT) SOUTHWEST OF THE NORTHEAST CORNER OF A WOODEN WALKWAY AD7888'AROUND THE BASIN. AD7888 AD7888 STATION RECOVERY (1998) AD7888 AD7888'RECOVERY NOTE BY US POWER SQUADRON 1998 AD7888'RECOVERED IN GOOD CONDITION. AD7888 AD7888 STATION RECOVERY (1998) AD7888 AD7888'RECOVERY NOTE BY US POWER SQUADRON 1998 AD7888'RECOVERED IN GOOD CONDITION. AD7888 AD7888 STATION RECOVERY (1999) AD7888 AD7888'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1999 AD7888'RECOVERED AS DESCRIBED. AD7888 AD7888 STATION RECOVERY (2001) AD7888 AD7888'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ) AD7888'RECOVERED AS DESCRIBED. AD7888 AD7888 STATION RECOVERY (2001) AD7888 AD7888'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH) AD7888'THE MARK IS IN FORT MYERS IN THE NORTHEAST QUADRANT OF THE AD7888'INTERSECTION OF AD7888'EDWARDS DRIVE AND HENRY STREET, IN LEE COUNTY, FLORIDA. OWNERSHIP - AD7888'CITY OF AD7888'FORT MYERS. AD7888' AD7888'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND MONROE AD7888'STREET (AT AD7888'THE NORTHWEST CORNER OF THE COURTHOUSE IN FORT MYERS), GO NORTHWEST AD7888'ALONG AD7888'MONROE STREET THREE (3) BLOCKS TO ITS TERMINATION AT EDWARDS DRIVE, GO AD7888'NORTHEAST ALONG EDWARDS DRIVE TWO (2) BLOCKS TO ITS JUNCTION WITH AD7888'HENDRY STREET AD7888'AND THE MARK ON THE LEFT. AD7888' AD7888'THE MARK IS SET IN THE NORTHEAST CORNER OF A 0.30 M (1.0 FT) WIDE AD7888'CONCRETE AD7888'SEAWALL (RETAINING WALL), IN THE SOUTHWEST CORNER OF THE FORT MYERS AD7888'YACHT AD7888'BASIN, 34.32 M (112.6 FT) NORTHWEST OF THE CENTERLINE OF EDWARDS AD7888'DRIVE, 33.53 M AD7888'(110.0 FT) NORTHEAST OF THE CENTER OF THE GRASSED ISLAND MEDIAN OF AD7888'HENDRY AD7888'STREET, 3.35 M (11.0 FT) SOUTHWEST OF THE NORTHEAST CORNER OF A WOOD AD7888'PLANK AD7888'BOARDWALK, AND 2.65 M (8.7 FT) NORTHEAST OF THE NORTHEAST CORNER OF A AD7888'0.30 M AD7888'(1.0 FT) CONCRETE BANISTER WALL. THE DISK IS SET FLUSH IN THE TOP OF AD7888'THE AD7888'CONCRETE SEAWALL (RETAINING WALL), ABOUT 0.30 M (1.0 FT) ABOVE THE AD7888'LEVEL OF AD7888'EDWARDS DRIVE. AD7888' AD7888' AD7888 AD7888 STATION RECOVERY (2002) AD7888 AD7888'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RLT) AD7888'RECOVERED AS DESCRIBED AD7888' AD7888'NOTE TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE AD7888'HIGHWAY 75 AND STATE HIGHWAY 82, GO WEST ON HIGHWAY 82, 4.15 MI. AD7888'(6.5 KM) TO HENDRY STREET. TURN RIGHT ON HENDRY STREET AND GO 0.35 AD7888'MI. TO EDWARDS STREET. CONTINUE ACROSS EDWARDS STREET INTO AD7888'YACHT CLUB PARKING LOT 150 FT (45.7 M) TO THE POINT. AD7888' AD7888 AD7888 STATION RECOVERY (2002) AD7888 AD7888'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP) AD7888'RECOVERED AS DESCRIBED. AD7888' AD7888 AD7888 STATION RECOVERY (2003) AD7888 AD7888'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 2003 (BRH) AD7888'RECOVERED IN GOOD CONDITION. AD7888 AD7888 STATION RECOVERY (2005) AD7888 AD7888'RECOVERY NOTE BY US POWER SQUADRON 2005 (FTM) AD7888'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AD8306 *********************************************************************** AD8306 TIDAL BM - This is a Tidal Bench Mark. AD8306 DESIGNATION - 872 5520 B TIDAL AD8306 PID - AD8306 AD8306 STATE/COUNTY- FL/LEE AD8306 USGS QUAD - FORT MYERS (1987) AD8306 AD8306 *CURRENT SURVEY CONTROL AD8306 ___________________________________________________________________ AD8306* NAD 83(1999)- 26 38 48.76719(N) 081 52 16.28115(W) ADJUSTED AD8306* NAVD 88 - 1.071 (meters) 3.51 (feet) ADJUSTED AD8306 ___________________________________________________________________ AD8306 X - 806,613.791 (meters) COMP AD8306 Y - -5,647,205.815 (meters) COMP AD8306 Z - 2,843,289.196 (meters) COMP AD8306 LAPLACE CORR- -2.08 (seconds) DEFLEC99 AD8306 ELLIP HEIGHT- -23.09 (meters) (12/12/02) GPS OBS AD8306 GEOID HEIGHT- -24.17 (meters) GEOID03 AD8306 DYNAMIC HT - 1.069 (meters) 3.51 (feet) COMP AD8306 MODELED GRAV- 979,074.5 (mgal) NAVD 88 AD8306 AD8306 HORZ ORDER - FIRST AD8306 VERT ORDER - FIRST CLASS II AD8306 ELLP ORDER - FOURTH CLASS I AD8306 AD8306.The horizontal coordinates were established by GPS observations AD8306.and adjusted by the National Geodetic Survey in December 2002. AD8306 AD8306.The orthometric height was determined by differential leveling AD8306.and adjusted by the National Geodetic Survey in September 1992. AD8306 AD8306.This Tidal Bench Mark is designated as VM 738 AD8306.by the Center for Operational Oceanographic Products and Services. AD8306 AD8306.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8306 AD8306.The Laplace correction was computed from DEFLEC99 derived deflections. AD8306 AD8306.The ellipsoidal height was determined by GPS observations AD8306.and is referenced to NAD 83. AD8306 AD8306.The geoid height was determined by GEOID03. AD8306 AD8306.The dynamic height is computed by dividing the NAVD 88 AD8306.geopotential number by the normal gravity value computed on the AD8306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD8306.degrees latitude (g = 980.6199 gals.). AD8306 AD8306.The modeled gravity was interpolated from observed gravity values. AD8306 AD8306; North East Units Scale Factor Converg. AD8306;SPC FL W - 256,286.832 212,824.045 MT 0.99994321 +0 03 28.0 AD8306;UTM 17 - 2,947,620.560 413,294.444 MT 0.99969281 -0 23 26.7 AD8306 AD8306! - Elev Factor x Scale Factor = Combined Factor AD8306!SPC FL W - 1.00000363 x 0.99994321 = 0.99994684 AD8306!UTM 17 - 1.00000363 x 0.99969281 = 0.99969644 AD8306 AD8306|---------------------------------------------------------------------| AD8306| PID Reference Object Distance Geod. Az | AD8306| dddmmss.s | AD8306| AD7888 872 5520 A TIDAL 86.843 METERS 13622 | AD8306| AD8309 872 5520 F TIDAL 246.358 METERS 22942 | AD8306|---------------------------------------------------------------------| AD8306 AD8306 SUPERSEDED SURVEY CONTROL AD8306 AD8306 NAVD 88 (12/12/02) 1.07 (m) 3.5 (f) LEVELING 3 AD8306 NGVD 29 (09/01/92) 1.429 (m) 4.69 (f) ADJUSTED 1 2 AD8306 AD8306.Superseded values are not recommended for survey control. AD8306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8306.See file dsdata.txt to determine how the superseded data were derived. AD8306 AD8306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1329447621(NAD 83) AD8306_MARKER: DJ = TIDAL STATION DISK AD8306_SETTING: 37 = RETAINING WALL AD8306_STAMPING: 5520 B 1978 AD8306_MARK LOGO: NOS AD8306_MAGNETIC: N = NO MAGNETIC MATERIAL AD8306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD8306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8306+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005 AD8306 AD8306 HISTORY - Date Condition Report By AD8306 HISTORY - 1978 MONUMENTED NOS AD8306 HISTORY - 19920402 GOOD NGS AD8306 HISTORY - 19980106 GOOD USPSQD AD8306 HISTORY - 20011023 GOOD LDBLS AD8306 HISTORY - 20020508 GOOD MAPTEC AD8306 HISTORY - 20030717 GOOD DENI AD8306 HISTORY - 20050118 GOOD USPSQD AD8306 AD8306 STATION DESCRIPTION AD8306 AD8306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 AD8306'IN FORT MYERS, AT THE INTERSECTION OF EDWARDS DRIVE AND HENDRY AD8306'STREET, IN TOP OF AND 11.7 M (38.4 FT) SOUTHEAST OF THE NORTHWEST END AD8306'OF A SOUTHWEST CONCRETE RETAINING WALL AT SLIP NUMBER C 10 OF THE AD8306'FORT MYERS YACHT BASIN, 118.5 M (388.8 FT) NORTHWEST OF THE AD8306'CENTERLINE OF THE DRIVE, 8.9 M (29.2 FT) NORTHEAST OF THE CENTER OF AD8306'THE NORTHBOUND LANES OF THE STREET, 2.0 M (6.6 FT) NORTHEAST OF A AD8306'GUARDRAIL, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE DRIVE. AD8306 AD8306 STATION RECOVERY (1998) AD8306 AD8306'RECOVERY NOTE BY US POWER SQUADRON 1998 AD8306'RECOVERED IN GOOD CONDITION. AD8306 AD8306 STATION RECOVERY (2001) AD8306 AD8306'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH) AD8306'THE MARK IS IN FORT MYERS AT THE TERMINATION OF HENRY STREET, IN LEE AD8306'COUNTY, AD8306'FLORIDA. OWNERSHIP - CITY OF FORT MYERS. AD8306' AD8306'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND MONROE AD8306'STREET (AT AD8306'THE NORTHWEST CORNER OF THE COURTHOUSE IN FORT MYERS), GO NORTHWEST AD8306'ALONG AD8306'MONROE STREET THREE (3) BLOCKS TO ITS TERMINATION AT EDWARDS DRIVE, GO AD8306'NORTHEAST ALONG EDWARDS DRIVE TWO (2) BLOCKS TO ITS JUNCTION WITH AD8306'HENDRY AD8306'STREET, GO NORTHWEST ON HENRY STREET TO ITS END AT A TWO (2) STORY AD8306'MASONRY AD8306'STUCCO BUILDING (ADDRESS- 1300 HENDRY ST.) AND THE MARK ON THE EAST AD8306'SIDE NEAR AD8306'THE NORTHEAST CORNER OF THE BUILDING. AD8306' AD8306'THE MARK IS ON TOP OF A 0.30 M (1.0 FT) WIDE CONCRETE SEAWALL AD8306'(RETAINING WALL), AD8306'119.54 M (392.2 FT) NORTHWEST OF THE CENTERLINE OF EDWARDS DRIVE, AD8306'11.61 M (38.1 AD8306'FT) SOUTHEAST ALONG THE SEAWALL (RETAINING WALL) FROM THE RIVERSIDE AD8306'EDGE OF THE AD8306'CONCRETE DOCK, 8.60 M (28.2 FT) SOUTHEAST FROM THE NORTH CORNER OF THE AD8306'STUCCO AD8306'BUILDING, 4.15 M (13.6 FT) SOUTHEAST ALONG THE 0.30 M (1.0 FT) WIDE AD8306'CONCRETE AD8306'BANISTER WALL FROM ITS NORTHERN END AND 2.01 M (6.6 FT) NORTHEAST OF AD8306'THE EAST AD8306'FACE OF THE BANISTER WALL, THE DISK IS SET FLUSH IN THE TOP OF THE AD8306'CONCRETE AD8306'SEAWALL (RETAINING WALL) ABOUT 0.30 M (1.0 FT) ABOVE THE LEVEL OF AD8306'HENDRY AD8306'STREET. AD8306' AD8306' AD8306 AD8306 STATION RECOVERY (2002) AD8306 AD8306'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP) AD8306'THE MARK IS IN FORT MYERS AT THE TERMINATION OF HENRY STREET, IN LEE AD8306'COUNTY, AD8306'FLORIDA. OWNERSHIP - CITY OF FORT MYERS. AD8306' AD8306'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND MONROE AD8306'STREET (AT AD8306'THE NORTHWEST CORNER OF THE COURTHOUSE IN FORT MYERS), GO NORTHWEST AD8306'ALONG AD8306'MONROE STREET THREE (3) BLOCKS TO ITS TERMINATION AT EDWARDS DRIVE, GO AD8306'NORTHEAST ALONG EDWARDS DRIVE TWO (2) BLOCKS TO ITS JUNCTION WITH AD8306'HENDRY AD8306'STREET, GO NORTHWEST ON HENRY STREET TO ITS END AT A TWO (2) STORY AD8306'MASONRY AD8306'STUCCO BUILDING (ADDRESS- 1300 HENDRY ST.) AND THE MARK ON THE EAST AD8306'SIDE NEAR AD8306'THE NORTHEAST CORNER OF THE BUILDING. AD8306' AD8306'THE MARK IS ON TOP OF A 0.30 M (1.0 FT) WIDE CONCRETE SEAWALL AD8306'(RETAINING WALL), AD8306'119.54 M (392.2 FT) NORTHWEST OF THE CENTERLINE OF EDWARDS DRIVE, AD8306'11.61 M (38.1 AD8306'FT) SOUTHEAST ALONG THE SEAWALL (RETAINING WALL) FROM THE RIVERSIDE AD8306'EDGE OF THE AD8306'CONCRETE DOCK, 8.60 M (28.2 FT) SOUTHEAST FROM THE NORTH CORNER OF THE AD8306'STUCCO AD8306'BUILDING, 4.15 M (13.6 FT) SOUTHEAST ALONG THE 0.30 M (1.0 FT) WIDE AD8306'CONCRETE AD8306'BANISTER WALL FROM ITS NORTHERN END AND 2.01 M (6.6 FT) NORTHEAST OF AD8306'THE EAST AD8306'FACE OF THE BANISTER WALL, THE DISK IS SET FLUSH IN THE TOP OF THE AD8306'CONCRETE AD8306'SEAWALL (RETAINING WALL) ABOUT 0.30 M (1.0 FT) ABOVE THE LEVEL OF AD8306'HENDRY AD8306'STREET. AD8306' AD8306'RECOVERED AS DESCRIBED 2002 MAPTECH INC (CP) AD8306' AD8306' AD8306' AD8306' AD8306 AD8306 STATION RECOVERY (2003) AD8306 AD8306'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 2003 (BRH) AD8306'RECOVERED IN GOOD CONDITION. AD8306 AD8306 STATION RECOVERY (2005) AD8306 AD8306'RECOVERY NOTE BY US POWER SQUADRON 2005 (FTM) AD8306'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AD8311 *********************************************************************** AD8311 TIDAL BM - This is a Tidal Bench Mark. AD8311 DESIGNATION - 872 5520 C TIDAL AD8311 PID - AD8311 AD8311 STATE/COUNTY- FL/LEE AD8311 USGS QUAD - FORT MYERS (1987) AD8311 AD8311 *CURRENT SURVEY CONTROL AD8311 ___________________________________________________________________ AD8311* NAD 83(1986)- 26 38 48. (N) 081 52 15. (W) SCALED AD8311* NAVD 88 - 1.105 (meters) 3.63 (feet) ADJUSTED AD8311 ___________________________________________________________________ AD8311 GEOID HEIGHT- -24.17 (meters) GEOID03 AD8311 DYNAMIC HT - 1.103 (meters) 3.62 (feet) COMP AD8311 MODELED GRAV- 979,074.5 (mgal) NAVD 88 AD8311 AD8311 VERT ORDER - FIRST CLASS II AD8311 AD8311.The horizontal coordinates were scaled from a topographic map and have AD8311.an estimated accuracy of +/- 6 seconds. AD8311 AD8311.The orthometric height was determined by differential leveling AD8311.and adjusted by the National Geodetic Survey in September 1992. AD8311 AD8311.This Tidal Bench Mark is designated as VM 731 AD8311.by the Center for Operational Oceanographic Products and Services. AD8311 AD8311.The geoid height was determined by GEOID03. AD8311 AD8311.The dynamic height is computed by dividing the NAVD 88 AD8311.geopotential number by the normal gravity value computed on the AD8311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD8311.degrees latitude (g = 980.6199 gals.). AD8311 AD8311.The modeled gravity was interpolated from observed gravity values. AD8311 AD8311; North East Units Estimated Accuracy AD8311;SPC FL W - 256,260. 212,860. MT (+/- 180 meters Scaled) AD8311 AD8311 SUPERSEDED SURVEY CONTROL AD8311 AD8311 NGVD 29 (09/01/92) 1.463 (m) 4.80 (f) ADJUSTED 1 2 AD8311 AD8311.Superseded values are not recommended for survey control. AD8311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8311.See file dsdata.txt to determine how the superseded data were derived. AD8311 AD8311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK133475(NAD 83) AD8311_MARKER: DJ = TIDAL STATION DISK AD8311_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AD8311_STAMPING: 5520 C 1978 AD8311_MARK LOGO: NOS AD8311_MAGNETIC: I = MARKER IS A STEEL ROD AD8311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AD8311+STABILITY: POSITION/ELEVATION WELL AD8311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8311+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1992 AD8311 AD8311 HISTORY - Date Condition Report By AD8311 HISTORY - 1978 MONUMENTED NOS AD8311 HISTORY - 19920402 GOOD NGS AD8311 HISTORY - 19980106 MARK NOT FOUND USPSQD AD8311 HISTORY - 20050118 MARK NOT FOUND USPSQD AD8311 AD8311 STATION DESCRIPTION AD8311 AD8311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 AD8311'IN FORT MYERS, AT THE INTERSECTION OF EDWARDS DRIVE AND HENDRY AD8311'STREET, IN THE NORTH END AND NEAR THE CENTER OF A MEDIAN OF THE AD8311'STREET, 99.2 M (325.5 FT) NORTHWEST OF THE CENTERLINE OF THE DRIVE, AD8311'10.5 M (34.4 FT) SOUTHEAST OF THE NORTHWEST END OF THE MEDIAN, 6.2 M AD8311'(20.3 FT) SOUTHWEST OF THE CENTER OF THE NORTHBOUND LANES OF THE AD8311'STREET, 6.0 M (19.7 FT) NORTHEAST OF THE CENTER OF THE SOUTHBOUND AD8311'LANES OF THE STREET, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE AD8311'STREET. NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH AD8311'WITH THE GROUND SURFACE. AD8311 AD8311 STATION RECOVERY (1998) AD8311 AD8311'RECOVERY NOTE BY US POWER SQUADRON 1998 AD8311'MARK NOT FOUND. AD8311 AD8311 STATION RECOVERY (2005) AD8311 AD8311'RECOVERY NOTE BY US POWER SQUADRON 2005 (FTM) AD8311'THE DESCRIPTION ON THE DATASHEET WOULD PLACE THE MARK UNDER A AD8311'BUILDING. THE LA LO NUMBERS WOULD PLACE IT IN THE WATER OF THE YACHT AD8311'BASIN. AD8306 IS PHYSICALLY 20FT NE OF THIS CITY PIER BLDG. AND AD8311'THEREFORE WOULD PROMPT THAT BOTH THE DESCRIPTION AND THE LA LO ARE AD8311'INCORRECT. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AD8309 *********************************************************************** AD8309 TIDAL BM - This is a Tidal Bench Mark. AD8309 DESIGNATION - 872 5520 F TIDAL AD8309 PID - AD8309 AD8309 STATE/COUNTY- FL/LEE AD8309 USGS QUAD - FORT MYERS (1987) AD8309 AD8309 *CURRENT SURVEY CONTROL AD8309 ___________________________________________________________________ AD8309* NAD 83(1999)- 26 38 43.59010(N) 081 52 23.07499(W) ADJUSTED AD8309* NAVD 88 - 1.138 (meters) 3.73 (feet) ADJUSTED AD8309 ___________________________________________________________________ AD8309 X - 806,437.894 (meters) COMP AD8309 Y - -5,647,303.165 (meters) COMP AD8309 Z - 2,843,146.805 (meters) COMP AD8309 LAPLACE CORR- -2.10 (seconds) DEFLEC99 AD8309 ELLIP HEIGHT- -23.04 (meters) (12/12/02) GPS OBS AD8309 GEOID HEIGHT- -24.16 (meters) GEOID03 AD8309 DYNAMIC HT - 1.137 (meters) 3.73 (feet) COMP AD8309 MODELED GRAV- 979,074.5 (mgal) NAVD 88 AD8309 AD8309 HORZ ORDER - FIRST AD8309 VERT ORDER - FIRST CLASS II AD8309 ELLP ORDER - FOURTH CLASS I AD8309 AD8309.The horizontal coordinates were established by GPS observations AD8309.and adjusted by the National Geodetic Survey in December 2002. AD8309 AD8309.The orthometric height was determined by differential leveling AD8309.and adjusted by the National Geodetic Survey in September 1992. AD8309 AD8309.This Tidal Bench Mark is designated as VM 1783 AD8309.by the Center for Operational Oceanographic Products and Services. AD8309 AD8309.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8309 AD8309.The Laplace correction was computed from DEFLEC99 derived deflections. AD8309 AD8309.The ellipsoidal height was determined by GPS observations AD8309.and is referenced to NAD 83. AD8309 AD8309.The geoid height was determined by GEOID03. AD8309 AD8309.The dynamic height is computed by dividing the NAVD 88 AD8309.geopotential number by the normal gravity value computed on the AD8309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD8309.degrees latitude (g = 980.6199 gals.). AD8309 AD8309.The modeled gravity was interpolated from observed gravity values. AD8309 AD8309; North East Units Scale Factor Converg. AD8309;SPC FL W - 256,127.317 212,636.321 MT 0.99994315 +0 03 24.9 AD8309;UTM 17 - 2,947,462.558 413,105.524 MT 0.99969322 -0 23 29.7 AD8309 AD8309! - Elev Factor x Scale Factor = Combined Factor AD8309!SPC FL W - 1.00000362 x 0.99994315 = 0.99994677 AD8309!UTM 17 - 1.00000362 x 0.99969322 = 0.99969684 AD8309 AD8309|---------------------------------------------------------------------| AD8309| PID Reference Object Distance Geod. Az | AD8309| dddmmss.s | AD8309| AD8306 872 5520 B TIDAL 246.358 METERS 04942 | AD8309| AD8307 872 5520 H TIDAL 65.930 METERS 21111 | AD8309|---------------------------------------------------------------------| AD8309 AD8309 SUPERSEDED SURVEY CONTROL AD8309 AD8309 NAVD 88 (12/12/02) 1.14 (m) 3.7 (f) LEVELING 3 AD8309 NGVD 29 (09/01/92) 1.496 (m) 4.91 (f) ADJUSTED 1 2 AD8309 AD8309.Superseded values are not recommended for survey control. AD8309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8309.See file dsdata.txt to determine how the superseded data were derived. AD8309 AD8309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1310647463(NAD 83) AD8309_MARKER: DJ = TIDAL STATION DISK AD8309_SETTING: 37 = RETAINING WALL AD8309_STAMPING: 5520 F 1990 AD8309_MARK LOGO: NOS AD8309_MAGNETIC: N = NO MAGNETIC MATERIAL AD8309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD8309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8309+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005 AD8309 AD8309 HISTORY - Date Condition Report By AD8309 HISTORY - 1990 MONUMENTED NOS AD8309 HISTORY - 19920402 GOOD NGS AD8309 HISTORY - 19980106 GOOD USPSQD AD8309 HISTORY - 20011015 GOOD LDBLS AD8309 HISTORY - 20020508 GOOD MAPTEC AD8309 HISTORY - 20050118 GOOD USPSQD AD8309 AD8309 STATION DESCRIPTION AD8309 AD8309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 AD8309'IN FORT MYERS, AT THE INTERSECTION OF MONROE STREET AND EDWARDS AD8309'DRIVE, IN TOP OF A CONCRETE RETAINING WALL ON THE SOUTHEAST BANK OF AD8309'THE CALOOSAHATCHEE RIVER AND THE NORTHWEST EDGE OF RIVERSIDE PARK, AD8309'89.0 M (292.0 FT) NORTHWEST OF THE CENTERLINE OF THE DRIVE, 66.3 M AD8309'(217.5 FT) SOUTHWEST OF THE NORTHEAST END OF THE WALL, 33.0 M (108.3 AD8309'FT) WEST OF THE WEST END OF A MEMORIAL MONUMENT (BUCKINGHAM AND PAGE AD8309'ARMY AIR FIELDS), 18.9 M (62.0 FT) NORTHWEST OF THE SOUTHWEST CORNER AD8309'OF A FOOTING FOR A FLAG POLE, 5.6 M (18.4 FT) NORTHEAST OF THE AD8309'EXTENDED CENTERLINE OF THE NORTHBOUND LANES OF THE STREET, 0.3 M (1.0 AD8309'FT) ABOVE THE LEVEL OF THE DRIVE. AD8309 AD8309 STATION RECOVERY (1998) AD8309 AD8309'RECOVERY NOTE BY US POWER SQUADRON 1998 AD8309'RECOVERED IN GOOD CONDITION. AD8309 AD8309 STATION RECOVERY (2001) AD8309 AD8309'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH) AD8309'THE MARK IS IN FORT MYERS AT THE NORTH EDGE OF CENTENNIAL PARK, IN LEE AD8309'COUNTY, AD8309'FLORIDA. OWNERSHIP - CITY OF FORT MYERS. AD8309' AD8309'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND MONROE AD8309'STREET (AT AD8309'THE NORTHWEST CORNER OF THE COURTHOUSE IN FORT MYERS), GO NORTHWEST AD8309'ALONG AD8309'MONROE STREET THREE (3) BLOCKS TO ITS TERMINATION AT EDWARDS DRIVE AND AD8309'THE AD8309'MARK. AD8309' AD8309'THE MARK IS ON THE TOP OF THE 0.61 M (2.0 FT) WIDE CONCRETE SEAWALL AD8309'(RETAINING AD8309'WALL) ON THE NORTH EDGE OF CENTENNIAL PARK AND ALONG THE SOUTH BANK OF AD8309'THE AD8309'CALOOSAHATCHEE RIVER, 83.67 M (274.5 FT) NORTHWEST OF THE CENTERLINE AD8309'OF EDWARDS AD8309'DRIVE, 33.41 M (109.6 FT) WEST OF THE WEST END OF A MEMORIAL MONUMENT AD8309'(BUCKINGHAM AND PAGE ARMY AIR FIELDS), 19.66 M (64.5 FT) NORTHWEST OF AD8309'THE AD8309'CENTER OF A 9-INCH ROUND METAL FLAGPOLE, 5.61 M (18.4 FT) NORTHEAST AD8309'ALONG THE AD8309'SEAWALL FROM THE EXTENDED CENTERLINE OF THE NORTHBOUND LANES OF MONROE AD8309'STREET, AD8309'AND 0.15 M ( 0.5 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE SEAWALL. AD8309'THE DISK AD8309'IS SET FLUSH IN THE TOP OF THE CONCRETE SEAWALL, ABOUT 0.30 M (1.0 FT) AD8309'ABOVE AD8309'THE LEVEL OF EDWARDS DRIVE. AD8309' AD8309' AD8309 AD8309 STATION RECOVERY (2002) AD8309 AD8309'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP) AD8309'THE MARK IS IN FORT MYERS AT THE NORTH EDGE OF CENTENNIAL PARK, IN LEE AD8309'COUNTY, AD8309'FLORIDA. OWNERSHIP - CITY OF FORT MYERS. AD8309' AD8309'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND MONROE AD8309'STREET (AT AD8309'THE NORTHWEST CORNER OF THE COURTHOUSE IN FORT MYERS), GO NORTHWEST AD8309'ALONG AD8309'MONROE STREET THREE (3) BLOCKS TO ITS TERMINATION AT EDWARDS DRIVE AND AD8309'THE AD8309'MARK. AD8309' AD8309'THE MARK IS ON THE TOP OF THE 0.61 M (2.0 FT) WIDE CONCRETE SEAWALL AD8309'(RETAINING AD8309'WALL) ON THE NORTH EDGE OF CENTENNIAL PARK AND ALONG THE SOUTH BANK OF AD8309'THE AD8309'CALOOSAHATCHEE RIVER, 83.67 M (274.5 FT) NORTHWEST OF THE CENTERLINE AD8309'OF EDWARDS AD8309'DRIVE, 33.41 M (109.6 FT) WEST OF THE WEST END OF A MEMORIAL MONUMENT AD8309'(BUCKINGHAM AND PAGE ARMY AIR FIELDS), 19.66 M (64.5 FT) NORTHWEST OF AD8309'THE AD8309'CENTER OF A 9-INCH ROUND METAL FLAGPOLE, 5.61 M (18.4 FT) NORTHEAST AD8309'ALONG THE AD8309'SEAWALL FROM THE EXTENDED CENTERLINE OF THE NORTHBOUND LANES OF MONROE AD8309'STREET, AD8309'AND 0.15 M ( 0.5 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE SEAWALL. AD8309'THE DISK AD8309'IS SET FLUSH IN THE TOP OF THE CONCRETE SEAWALL, ABOUT 0.30 M (1.0 FT) AD8309'ABOVE AD8309'THE LEVEL OF EDWARDS DRIVE. AD8309' AD8309'RECOVERED AS DESCRIBED 2002 MAPTECH INC (CP) AD8309' AD8309' AD8309' AD8309 AD8309 STATION RECOVERY (2005) AD8309 AD8309'RECOVERY NOTE BY US POWER SQUADRON 2005 AD8309'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AD8308 *********************************************************************** AD8308 TIDAL BM - This is a Tidal Bench Mark. AD8308 DESIGNATION - 872 5520 G TIDAL AD8308 PID - AD8308 AD8308 STATE/COUNTY- FL/LEE AD8308 USGS QUAD - FORT MYERS (1987) AD8308 AD8308 *CURRENT SURVEY CONTROL AD8308 ___________________________________________________________________ AD8308* NAD 83(1986)- 26 38 45.2 (N) 081 52 21.4 (W) HD_HELD2 AD8308* NAVD 88 - 0.856 (meters) 2.81 (feet) ADJUSTED AD8308 ___________________________________________________________________ AD8308 GEOID HEIGHT- -24.17 (meters) GEOID03 AD8308 DYNAMIC HT - 0.855 (meters) 2.81 (feet) COMP AD8308 MODELED GRAV- 979,074.5 (mgal) NAVD 88 AD8308 AD8308 VERT ORDER - FIRST CLASS II AD8308 AD8308.The horizontal coordinates were established by autonomous hand held GPS AD8308.observations and have an estimated accuracy of +/- 10 meters. AD8308 AD8308.The orthometric height was determined by differential leveling AD8308.and adjusted by the National Geodetic Survey in September 1992. AD8308 AD8308.This Tidal Bench Mark is designated as VM 1784 AD8308.by the Center for Operational Oceanographic Products and Services. AD8308 AD8308.The geoid height was determined by GEOID03. AD8308 AD8308.The dynamic height is computed by dividing the NAVD 88 AD8308.geopotential number by the normal gravity value computed on the AD8308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD8308.degrees latitude (g = 980.6199 gals.). AD8308 AD8308.The modeled gravity was interpolated from observed gravity values. AD8308 AD8308; North East Units Estimated Accuracy AD8308;SPC FL W - 256,177. 212,683. MT (+/- 10 meters HH2 GPS) AD8308 AD8308 SUPERSEDED SURVEY CONTROL AD8308 AD8308 NGVD 29 (09/01/92) 1.214 (m) 3.98 (f) ADJUSTED 1 2 AD8308 AD8308.Superseded values are not recommended for survey control. AD8308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8308.See file dsdata.txt to determine how the superseded data were derived. AD8308 AD8308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1315247512(NAD 83) AD8308_MARKER: DJ = TIDAL STATION DISK AD8308_SETTING: 37 = RETAINING WALL AD8308_STAMPING: 5520 G 1990 AD8308_MARK LOGO: NOS AD8308_MAGNETIC: N = NO MAGNETIC MATERIAL AD8308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD8308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8308+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2001 AD8308 AD8308 HISTORY - Date Condition Report By AD8308 HISTORY - 1990 MONUMENTED NOS AD8308 HISTORY - 19920402 GOOD NGS AD8308 HISTORY - 19980106 GOOD USPSQD AD8308 HISTORY - 20011010 GOOD LDBLS AD8308 HISTORY - 20050118 MARK NOT FOUND USPSQD AD8308 AD8308 STATION DESCRIPTION AD8308 AD8308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 AD8308'IN FORT MYERS, AT THE INTERSECTION OF MONROE STREET AND EDWARDS AD8308'DRIVE, IN TOP OF A CONCRETE RETAINING WALL ON THE SOUTHEAST BANK OF AD8308'THE CALOOSAHATCHEE RIVER AND THE NORTHWEST EDGE OF RIVERSIDE PARK, AD8308'93.8 M (307.7 FT) NORTHWEST OF THE CENTERLINE OF THE DRIVE, 72.4 M AD8308'(237.5 FT) NORTHEAST OF THE EXTENDED CENTERLINE OF THE NORTHBOUND AD8308'LANES OF THE STREET, 37.9 M (124.3 FT) NORTHEAST OF THE NORTHEAST AD8308'CORNER OF A MEMORIAL MONUMENT (BUCKINGHAM AND PAGE ARMY AIR FIELDS), AD8308'10.1 M (33.1 FT) SOUTHWEST OF THE CENTER OF A BOAT RAMP, AND 0.3 M AD8308'(1.0 FT) ABOVE THE LEVEL OF THE DRIVE. AD8308 AD8308 STATION RECOVERY (1998) AD8308 AD8308'RECOVERY NOTE BY US POWER SQUADRON 1998 AD8308'RECOVERED IN GOOD CONDITION. AD8308 AD8308 STATION RECOVERY (2001) AD8308 AD8308'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH) AD8308'THE MARK IS IN FORT MYERS NEAR THE NORTHEAST CORNER OF CENTENNIAL AD8308'PARK. IN LEE AD8308'COUNTY, FLORIDA. OWNERSHIP - CITY OF FORT MYERS. AD8308' AD8308'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND MONROE AD8308'STREET (AT AD8308'THE NORTHWEST CORNER OF THE COURTHOUSE IN FORT MYERS), GO NORTHWEST AD8308'ALONG AD8308'MONROE STREET THREE (3) BLOCKS TO ITS TERMINATION AT EDWARDS DRIVE, GO AD8308'NORTHEAST ON EDWARDS DRIVE ABOUT 0.08 KM (0.05 MI) AND TURN LEFT ONTO AD8308'AN AD8308'ASPHALT DRIVE AND GO NORTH ACROSS THE ASPHALT PARKING AREA TO A BOAT AD8308'RAMP ON AD8308'THE SOUTH BANK OF THE CALOOSAHATCHEE RIVER AND THE MARK. AD8308' AD8308'THE MARK IS ON THE TOP OF A 1.22 M (4.0 FT) WIDE CONCRETE RETAINING AD8308'WALL ON THE AD8308'WEST SIDE OF THE BOAT RAMP, 95.16 M (312.2 FT) NORTHWEST OF THE AD8308'CENTERLINE OF AD8308'EDWARDS DRIVE. 73.94 M (242.6 FT) NORTHEAST ALONG THE 0.61 M (2.0 FT) AD8308'WIDE AD8308'CONCRETE SEAWALL FROM THE EXTENDED CENTERLINE OF THE NORTHBOUND LANES AD8308'OF MONROE AD8308'STREET, 37.89 M (124.3 FT) NORTHEAST OF THE NORTHEAST CORNER OF A AD8308'MEMORIAL AD8308'MONUMENT (BUCKINGHAM AND PAGE ARMY AIR FIELDS), 29.38 M (96.4 FT) AD8308'NORTHWEST OF AD8308'THE FACE OF THE 24-INCH ROUND CONCRETE COLUMN SUPPORT IN THE NORTHWEST AD8308'CORNER AD8308'OF A PAVILION, 7.80 M (25.6 FT) SOUTHWEST OF THE CENTER OF THE BOAT AD8308'RAMP, 2.47 AD8308'M (8.1 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE SEAWALL, AD8308'1.10 M AD8308'(3.6 FT) SOUTHEAST ALONG THE 1.22 M (4.0 FT) WIDE CONCRETE RETAINING AD8308'WALL FROM AD8308'ITS ABUTMENT WITH A WOOD PLANK WALK, AND 0.12 M (0.4 FT) EAST OF THE AD8308'WEST EDGE AD8308'OF THE 1.22 M (4.0 FT) RETAINING WALL, THE DISK IS SET FLUSH IN THE AD8308'TOP OF THE AD8308'CONCRETE RETAINING WALL ABOUT 0.30 M (1.0 FT) ABOVE THE LEVEL OF AD8308'EDWARDS DRIVE. AD8308' AD8308' AD8308 AD8308 STATION RECOVERY (2005) AD8308 AD8308'RECOVERY NOTE BY US POWER SQUADRON 2005 (FTM) AD8308'THE MARK WAS NOT FOUND. THERE IS PHYSICAL EVIDENCE THAT THE MARK WAS AD8308'FORCEABLY REMOVED AND ONLY THE EMPTY TUBE IN THE CONCRETE WALL IS AD8308'VISIABLE AT 26 38.752N 081 52.355WW 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AD8307 *********************************************************************** AD8307 TIDAL BM - This is a Tidal Bench Mark. AD8307 DESIGNATION - 872 5520 H TIDAL AD8307 PID - AD8307 AD8307 STATE/COUNTY- FL/LEE AD8307 USGS QUAD - FORT MYERS (1987) AD8307 AD8307 *CURRENT SURVEY CONTROL AD8307 ___________________________________________________________________ AD8307* NAD 83(1999)- 26 38 41.75740(N) 081 52 24.30923(W) ADJUSTED AD8307* NAVD 88 - 1.145 (meters) 3.76 (feet) ADJUSTED AD8307 ___________________________________________________________________ AD8307 X - 806,407.679 (meters) COMP AD8307 Y - -5,647,333.041 (meters) COMP AD8307 Z - 2,843,096.395 (meters) COMP AD8307 LAPLACE CORR- -2.10 (seconds) DEFLEC99 AD8307 ELLIP HEIGHT- -23.03 (meters) (12/12/02) GPS OBS AD8307 GEOID HEIGHT- -24.16 (meters) GEOID03 AD8307 DYNAMIC HT - 1.143 (meters) 3.75 (feet) COMP AD8307 MODELED GRAV- 979,074.5 (mgal) NAVD 88 AD8307 AD8307 HORZ ORDER - FIRST AD8307 VERT ORDER - FIRST CLASS II AD8307 ELLP ORDER - FOURTH CLASS I AD8307 AD8307.The horizontal coordinates were established by GPS observations AD8307.and adjusted by the National Geodetic Survey in December 2002. AD8307 AD8307.The orthometric height was determined by differential leveling AD8307.and adjusted by the National Geodetic Survey in February 2002. AD8307.WARNING-Repeat measurements at this control monument indicate possible AD8307.vertical movement. AD8307 AD8307.This Tidal Bench Mark is designated as VM 1785 AD8307.by the Center for Operational Oceanographic Products and Services. AD8307 AD8307.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8307 AD8307.The Laplace correction was computed from DEFLEC99 derived deflections. AD8307 AD8307.The ellipsoidal height was determined by GPS observations AD8307.and is referenced to NAD 83. AD8307 AD8307.The geoid height was determined by GEOID03. AD8307 AD8307.The dynamic height is computed by dividing the NAVD 88 AD8307.geopotential number by the normal gravity value computed on the AD8307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD8307.degrees latitude (g = 980.6199 gals.). AD8307 AD8307.The modeled gravity was interpolated from observed gravity values. AD8307 AD8307; North East Units Scale Factor Converg. AD8307;SPC FL W - 256,070.881 212,602.244 MT 0.99994314 +0 03 24.4 AD8307;UTM 17 - 2,947,406.405 413,071.015 MT 0.99969329 -0 23 30.2 AD8307 AD8307! - Elev Factor x Scale Factor = Combined Factor AD8307!SPC FL W - 1.00000362 x 0.99994314 = 0.99994676 AD8307!UTM 17 - 1.00000362 x 0.99969329 = 0.99969691 AD8307 AD8307: Primary Azimuth Mark Grid Az AD8307:SPC FL W - G 246 126 42 46.6 AD8307:UTM 17 - G 246 127 09 41.2 AD8307 AD8307|---------------------------------------------------------------------| AD8307| PID Reference Object Distance Geod. Az | AD8307| dddmmss.s | AD8307| AD8309 872 5520 F TIDAL 65.930 METERS 03111 | AD8307| AD1433 G 246 408.667 METERS 1264611.0 | AD8307|---------------------------------------------------------------------| AD8307 AD8307 SUPERSEDED SURVEY CONTROL AD8307 AD8307 NAVD 88 (09/04/92) 1.147 (m) 3.76 (f) UNKNOWN 1 2 AD8307 NGVD 29 (09/01/92) 1.504 (m) 4.93 (f) ADJUSTED 1 2 AD8307 AD8307.Superseded values are not recommended for survey control. AD8307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8307.See file dsdata.txt to determine how the superseded data were derived. AD8307 AD8307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1307147406(NAD 83) AD8307_MARKER: DJ = TIDAL STATION DISK AD8307_SETTING: 37 = RETAINING WALL AD8307_STAMPING: 5520 H 1990 AD8307_MARK LOGO: NOS AD8307_MAGNETIC: N = NO MAGNETIC MATERIAL AD8307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD8307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8307+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005 AD8307 AD8307 HISTORY - Date Condition Report By AD8307 HISTORY - 1990 MONUMENTED NOS AD8307 HISTORY - 19920402 GOOD NGS AD8307 HISTORY - 19980106 MARK NOT FOUND USPSQD AD8307 HISTORY - 20011015 GOOD LDBLS AD8307 HISTORY - 20020508 GOOD MAPTEC AD8307 HISTORY - 20050118 GOOD USPSQD AD8307 AD8307 STATION DESCRIPTION AD8307 AD8307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 AD8307'IN FORT MYERS, AT THE INTERSECTION OF MONROE STREET AND EDWARDS AD8307'DRIVE, IN TOP OF A CONCRETE RETAINING WALL ON THE SOUTHEAST BANK OF AD8307'THE CALOOSAHATCHEE RIVER AND THE NORTHWEST EDGE OF RIVERSIDE PARK, AD8307'60.4 M (198.2 FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF THE AD8307'NORTHBOUND LANES OF THE STREET, 54.1 M (177.5 FT) NORTHWEST OF THE AD8307'CENTERLINE OF THE DRIVE, 30.8 M (101.0 FT) NORTHEAST OF THE CENTER OF AD8307'A RAMP LEADING TO A FISHING PIER, 10.1 M (33.1 FT) SOUTHWEST OF THE AD8307'CENTER OF A BOAT RAMP, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AD8307'DRIVE. AD8307 AD8307 STATION RECOVERY (1998) AD8307 AD8307'RECOVERY NOTE BY US POWER SQUADRON 1998 AD8307'MARK NOT FOUND. AD8307 AD8307 STATION RECOVERY (2001) AD8307 AD8307'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH) AD8307'THE MARK IS IN FORT MYERS LEE COUNTY, FLORIDA. OWNERSHIP - CITY OF AD8307'FORT MYERS. AD8307' AD8307'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND MONROE AD8307'STREET (AT AD8307'THE NORTHWEST CORNER OF THE COURTHOUSE IN FORT MYERS), GO NORTHWEST AD8307'ALONG AD8307'MONROE STREET THREE (3) BLOCKS TO ITS TERMINATION AT EDWARDS DRIVE AND AD8307'THE AD8307'MARK. AD8307' AD8307'THE MARK IS ON THE TOP OF THE 0.61 M (2 FT) WIDE CONCRETE SEAWALL AD8307'(RETAINING AD8307'WALL) ON THE NORTH EDGE OF CENTENNIAL PARK AND ALONG THE SOUTH BANK OF AD8307'THE AD8307'CALOOSAHATCHEE RIVER, 3.80 M (176.5 FT) NORTHWEST OF EDWARDS DRIVE, AD8307'43.89 M AD8307'(144.0 FT) SOUTHWEST ALONG THE SEAWALL FROM THE EXTENDED CENTERLINE OF AD8307'THE AD8307'SOUTHBOUND LANES OF MONROE STREET, 39.47 M (129.5 FT) SOUTHWEST ALONG AD8307'EDWARDS AD8307'DRIVE FROM THE EXTENDED CENTERLINE OF THE SOUTHBOUND LANES OF MONROE AD8307'STREET, AD8307'29.41 M (96.5 FT) NORTHEAST ALONG THE SEAWALL FROM THE CORNER OF THE AD8307'EASTERLY AD8307'EDGE OF A CONCRETE FISHING PIER AT THE SEAWALL, AND 0.15 M (0.5 FT) AD8307'NORTHWEST AD8307'OF THE SOUTHEAST EDGE OF THE SEAWALL. THE DISK IS SET FLUSH IN THE TOP AD8307'OF A AD8307'CONCRETE SEAWALL, ABOUT 0.30 M (1.0 FT) ABOVE THE LEVEL OF EDWARDS AD8307'DRIVE. AD8307' AD8307 AD8307 STATION RECOVERY (2002) AD8307 AD8307'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP) AD8307'THE MARK IS IN FORT MYERS LEE COUNTY, FLORIDA. OWNERSHIP - CITY OF AD8307'FORT MYERS. AD8307' AD8307'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND MONROE AD8307'STREET (AT AD8307'THE NORTHWEST CORNER OF THE COURTHOUSE IN FORT MYERS), GO NORTHWEST AD8307'ALONG AD8307'MONROE STREET THREE (3) BLOCKS TO ITS TERMINATION AT EDWARDS DRIVE AND AD8307'THE AD8307'MARK. AD8307' AD8307'THE MARK IS ON THE TOP OF THE 0.61 M (2 FT) WIDE CONCRETE SEAWALL AD8307'(RETAINING AD8307'WALL) ON THE NORTH EDGE OF CENTENNIAL PARK AND ALONG THE SOUTH BANK OF AD8307'THE AD8307'CALOOSAHATCHEE RIVER, 3.80 M (176.5 FT) NORTHWEST OF EDWARDS DRIVE, AD8307'43.89 M AD8307'(144.0 FT) SOUTHWEST ALONG THE SEAWALL FROM THE EXTENDED CENTERLINE OF AD8307'THE AD8307'SOUTHBOUND LANES OF MONROE STREET, 39.47 M (129.5 FT) SOUTHWEST ALONG AD8307'EDWARDS AD8307'DRIVE FROM THE EXTENDED CENTERLINE OF THE SOUTHBOUND LANES OF MONROE AD8307'STREET, AD8307'29.41 M (96.5 FT) NORTHEAST ALONG THE SEAWALL FROM THE CORNER OF THE AD8307'EASTERLY AD8307'EDGE OF A CONCRETE FISHING PIER AT THE SEAWALL, AND 0.15 M (0.5 FT) AD8307'NORTHWEST AD8307'OF THE SOUTHEAST EDGE OF THE SEAWALL. THE DISK IS SET FLUSH IN THE TOP AD8307'OF A AD8307'CONCRETE SEAWALL, ABOUT 0.30 M (1.0 FT) ABOVE THE LEVEL OF EDWARDS AD8307'DRIVE. AD8307' AD8307'RECOVERED AS DESCRIBED 2002 MAPTECH INC (CP) AD8307' AD8307' AD8307 AD8307 STATION RECOVERY (2005) AD8307 AD8307'RECOVERY NOTE BY US POWER SQUADRON 2005 (FTM) AD8307'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AD1436 *********************************************************************** AD1436 DESIGNATION - 872 5520 TIDAL 1 AD1436 PID - AD1436 AD1436 STATE/COUNTY- FL/LEE AD1436 USGS QUAD - FORT MYERS (1987) AD1436 AD1436 *CURRENT SURVEY CONTROL AD1436 ___________________________________________________________________ AD1436* NAD 83(1986)- 26 38 42. (N) 081 52 12. (W) SCALED AD1436* NAVD 88 - 1.119 (meters) 3.67 (feet) ADJUSTED AD1436 ___________________________________________________________________ AD1436 GEOID HEIGHT- -24.17 (meters) GEOID03 AD1436 DYNAMIC HT - 1.118 (meters) 3.67 (feet) COMP AD1436 MODELED GRAV- 979,074.3 (mgal) NAVD 88 AD1436 AD1436 VERT ORDER - FIRST CLASS I AD1436 AD1436.The horizontal coordinates were scaled from a topographic map and have AD1436.an estimated accuracy of +/- 6 seconds. AD1436 AD1436.The orthometric height was determined by differential leveling AD1436.and adjusted by the National Geodetic Survey in June 1991. AD1436.WARNING-Repeat measurements at this control monument indicate possible AD1436.vertical movement. AD1436 AD1436.The geoid height was determined by GEOID03. AD1436 AD1436.The dynamic height is computed by dividing the NAVD 88 AD1436.geopotential number by the normal gravity value computed on the AD1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD1436.degrees latitude (g = 980.6199 gals.). AD1436 AD1436.The modeled gravity was interpolated from observed gravity values. AD1436 AD1436; North East Units Estimated Accuracy AD1436;SPC FL W - 256,080. 212,940. MT (+/- 180 meters Scaled) AD1436 AD1436 SUPERSEDED SURVEY CONTROL AD1436 AD1436 NGVD 29 (??/??/92) 1.484 (m) 4.87 (f) ADJ UNCH 1 1 AD1436 AD1436.Superseded values are not recommended for survey control. AD1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1436.See file dsdata.txt to determine how the superseded data were derived. AD1436 AD1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK134474(NAD 83) AD1436_MARKER: DJ = TIDAL STATION DISK AD1436_SETTING: 30 = SIDEWALK AD1436_STAMPING: BM NO 1 1927 AD1436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD1436 AD1436 HISTORY - Date Condition Report By AD1436 HISTORY - 1927 MONUMENTED CGS AD1436 HISTORY - 1965 GOOD NGS AD1436 HISTORY - 1966 GOOD NGS AD1436 HISTORY - 19920401 MARK NOT FOUND NGS AD1436 HISTORY - 19980112 MARK NOT FOUND USPSQD AD1436 HISTORY - 20050207 MARK NOT FOUND USPSQD AD1436 AD1436 STATION DESCRIPTION AD1436 AD1436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AD1436'AT FORT MYERS. AD1436'AT FORT MYERS, ABOUT 0.15 MILE NORTHEAST ALONG BAY STREET FROM AD1436'THE POST OFFICE, NEAR THE INTERSECTION OF HENDRY STREET, IN AD1436'SECTION 13, R 24 E, T 44 S, 82.0 FEET NORTHWEST OF THE CENTER AD1436'LINE OF BAY STREET, 8.0 FEET NORTHEAST OF THE NORTHEAST CURB AD1436'OF HENDRY STREET, 6.2 FEET NORTHWEST OF THE WEST CORNER OF A AD1436'DRY CLEANING BUILDING, 0.5 FOOT NORTHEAST OF A STEEL FENCE AD1436'AROUND THE PARKING AREA, 117.0 FEET NORTH OF AND ACROSS BAY AD1436'AND HENDRY STREETS FROM TIDAL 6 DESCRIBED AND SET IN THE TOP AD1436'OF THE SIDEWALK. AD1436 AD1436 STATION RECOVERY (1966) AD1436 AD1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 AD1436'RECOVERED IN GOOD CONDITION. AD1436 AD1436 STATION RECOVERY (1992) AD1436 AD1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD1436'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. AD1436 AD1436 STATION RECOVERY (1998) AD1436 AD1436'RECOVERY NOTE BY US POWER SQUADRON 1998 AD1436'MARK NOT FOUND. AD1436 AD1436 STATION RECOVERY (2005) AD1436 AD1436'RECOVERY NOTE BY US POWER SQUADRON 2005 (FMS) AD1436'THE BENCHMARK WAS NOT RECOVERED. THE MARK WAS DESTROYED WHEN THE OLD AD1436'CONCRTE SIDEWAK WAS TORN UP AND WAS REPLACED WITH A NARROWER WIDTH AD1436'SECTION OF WALK WAY. THERE IS NO EVIDENCE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AD1435 *********************************************************************** AD1435 TIDAL BM - This is a Tidal Bench Mark. AD1435 DESIGNATION - 872 5520 TIDAL 6 AD1435 PID - AD1435 AD1435 STATE/COUNTY- FL/LEE AD1435 USGS QUAD - FORT MYERS (1987) AD1435 AD1435 *CURRENT SURVEY CONTROL AD1435 ___________________________________________________________________ AD1435* NAD 83(1986)- 26 38 42. (N) 081 52 12. (W) SCALED AD1435* NAVD 88 - 1.171 (meters) 3.84 (feet) ADJUSTED AD1435 ___________________________________________________________________ AD1435 GEOID HEIGHT- -24.17 (meters) GEOID03 AD1435 DYNAMIC HT - 1.169 (meters) 3.84 (feet) COMP AD1435 MODELED GRAV- 979,074.3 (mgal) NAVD 88 AD1435 AD1435 VERT ORDER - FIRST CLASS I AD1435 AD1435.The horizontal coordinates were scaled from a topographic map and have AD1435.an estimated accuracy of +/- 6 seconds. AD1435 AD1435.The orthometric height was determined by differential leveling AD1435.and adjusted by the National Geodetic Survey in June 1991. AD1435.WARNING-Repeat measurements at this control monument indicate possible AD1435.vertical movement. AD1435 AD1435.This Tidal Bench Mark is designated as VM 733 AD1435.by the Center for Operational Oceanographic Products and Services. AD1435 AD1435.The geoid height was determined by GEOID03. AD1435 AD1435.The dynamic height is computed by dividing the NAVD 88 AD1435.geopotential number by the normal gravity value computed on the AD1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD1435.degrees latitude (g = 980.6199 gals.). AD1435 AD1435.The modeled gravity was interpolated from observed gravity values. AD1435 AD1435; North East Units Estimated Accuracy AD1435;SPC FL W - 256,080. 212,940. MT (+/- 180 meters Scaled) AD1435 AD1435 SUPERSEDED SURVEY CONTROL AD1435 AD1435 NGVD 29 (??/??/92) 1.535 (m) 5.04 (f) ADJ UNCH 1 1 AD1435 AD1435.Superseded values are not recommended for survey control. AD1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1435.See file dsdata.txt to determine how the superseded data were derived. AD1435 AD1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK134474(NAD 83) AD1435_MARKER: DJ = TIDAL STATION DISK AD1435_SETTING: 30 = SIDEWALK AD1435_STAMPING: BM NO 6 1928 AD1435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD1435 AD1435 HISTORY - Date Condition Report By AD1435 HISTORY - 1928 MONUMENTED CGS AD1435 HISTORY - 1965 GOOD NGS AD1435 HISTORY - 1974 GOOD NGS AD1435 HISTORY - 19920401 MARK NOT FOUND NGS AD1435 HISTORY - 19980112 MARK NOT FOUND USPSQD AD1435 HISTORY - 20050207 MARK NOT FOUND USPSQD AD1435 AD1435 STATION DESCRIPTION AD1435 AD1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AD1435'AT FORT MYERS. AD1435'AT FORT MYERS, ABOUT 0.15 MILE NORTHEAST ALONG BAY STREET FROM AD1435'THE POST OFFICE, NEAR THE INTERSECTION OF HENDRY STREET, 6.0 AD1435'FEET SOUTHEAST OF THE SOUTHEAST CURB OF BAY STREET, 5.5 FEET AD1435'SOUTHWEST OF THE SOUTHWEST CURB OF HENDRY STREET, 117.0 FEET AD1435'SOUTH OF AND ACROSS BAY AND HENDRY STREETS FROM TIDAL 1 DESCRIBED, AD1435'LEVEL WITH THE SIDEWALK AND IS SET IN THE TOP OF THE SIDEWALK. AD1435 AD1435 STATION RECOVERY (1974) AD1435 AD1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 AD1435'RECOVERED IN GOOD CONDITION. AD1435 AD1435 STATION RECOVERY (1992) AD1435 AD1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD1435'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. AD1435 AD1435 STATION RECOVERY (1998) AD1435 AD1435'RECOVERY NOTE BY US POWER SQUADRON 1998 AD1435'MARK NOT FOUND. AD1435 AD1435 STATION RECOVERY (2005) AD1435 AD1435'RECOVERY NOTE BY US POWER SQUADRON 2005 (FMS) AD1435'THE BENCHMARK WAS NOT RECOVERED. THE MARK WAS DESTROYED WHEN THE OLD AD1435'STYLE CONCRTE SIDEWAK CURB WAS REPLACED WITH A HANDICAP RAMP. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AD1426 *********************************************************************** AD1426 DESIGNATION - AF 9 AD1426 PID - AD1426 AD1426 STATE/COUNTY- FL/LEE AD1426 USGS QUAD - FORT MYERS (1987) AD1426 AD1426 *CURRENT SURVEY CONTROL AD1426 ___________________________________________________________________ AD1426* NAD 83(1990)- 26 38 28.04264(N) 081 51 36.99325(W) ADJUSTED AD1426* NAVD 88 - 4.367 (meters) 14.33 (feet) ADJUSTED AD1426 ___________________________________________________________________ AD1426 LAPLACE CORR- -2.02 (seconds) DEFLEC99 AD1426 GEOID HEIGHT- -24.19 (meters) GEOID03 AD1426 DYNAMIC HT - 4.360 (meters) 14.30 (feet) COMP AD1426 MODELED GRAV- 979,073.1 (mgal) NAVD 88 AD1426 AD1426 HORZ ORDER - SECOND AD1426 VERT ORDER - FIRST CLASS I AD1426 AD1426.The horizontal coordinates were established by classical geodetic methods AD1426.and adjusted by the National Geodetic Survey in May 1991. AD1426 AD1426.The orthometric height was determined by differential leveling AD1426.and adjusted by the National Geodetic Survey in June 1991. AD1426.WARNING-Repeat measurements at this control monument indicate possible AD1426.vertical movement. AD1426 AD1426.The Laplace correction was computed from DEFLEC99 derived deflections. AD1426 AD1426.The geoid height was determined by GEOID03. AD1426 AD1426.The dynamic height is computed by dividing the NAVD 88 AD1426.geopotential number by the normal gravity value computed on the AD1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD1426.degrees latitude (g = 980.6199 gals.). AD1426 AD1426.The modeled gravity was interpolated from observed gravity values. AD1426 AD1426; North East Units Scale Factor Converg. AD1426;SPC FL W - 255,650.167 213,911.242 MT 0.99994356 +0 03 45.5 AD1426;UTM 17 - 2,946,975.566 414,376.352 MT 0.99969051 -0 23 08.8 AD1426 AD1426! - Elev Factor x Scale Factor = Combined Factor AD1426!SPC FL W - 1.00000311 x 0.99994356 = 0.99994667 AD1426!UTM 17 - 1.00000311 x 0.99969051 = 0.99969362 AD1426 AD1426: Primary Azimuth Mark Grid Az AD1426:SPC FL W - AF 8 181 59 06.2 AD1426:UTM 17 - AF 8 182 26 00.5 AD1426 AD1426|---------------------------------------------------------------------| AD1426| PID Reference Object Distance Geod. Az | AD1426| dddmmss.s | AD1426| AD7671 FORT MYERS NEW MUNICIPAL TANK 132.083 METERS 14830 | AD1426| AD1429 AF 8 APPROX. 0.8 KM 1820251.7 | AD1426|---------------------------------------------------------------------| AD1426 AD1426 SUPERSEDED SURVEY CONTROL AD1426 AD1426 NAD 83(1986)- 26 38 28.04232(N) 081 51 37.00688(W) AD( ) 2 AD1426 NAD 27 - 26 38 26.78406(N) 081 51 37.69554(W) AD( ) 2 AD1426 NGVD 29 (??/??/92) 4.726 (m) 15.51 (f) ADJ UNCH 1 1 AD1426 AD1426.Superseded values are not recommended for survey control. AD1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1426.See file dsdata.txt to determine how the superseded data were derived. AD1426 AD1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1437646976(NAD 83) AD1426_MARKER: DD = SURVEY DISK AD1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD1426_STAMPING: A F 9 AD1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD1426+STABILITY: SURFACE MOTION AD1426 AD1426 HISTORY - Date Condition Report By AD1426 HISTORY - 1934 MONUMENTED FLGS AD1426 HISTORY - 1945 GOOD CGS AD1426 HISTORY - 1965 POOR NGS AD1426 HISTORY - 1988 MARK NOT FOUND USPSQD AD1426 HISTORY - 19920401 MARK NOT FOUND NGS AD1426 HISTORY - 20050118 MARK NOT FOUND USPSQD AD1426 AD1426 STATION DESCRIPTION AD1426 AD1426'DESCRIBED BY FLORIDA GEODETIC SURVEY 1934 AD1426'STATION IS LOCATED ON THE E SIDE OF EVANS AVENUE, BETWEEN THE AD1426'CURB AND THE SIDEWALK, 2.5 FEET FROM THE CURB, AND 54 FEET N OF AD1426'ANDERSON AVENUE. STANDARD OIL FILLING STATION IS DIRECTLY ACROSS AD1426'THE STREET FROM THE STATION. AT FORT MYERS. AD1426' AD1426'STATION IS A U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK SET AD1426'IN A CONCRETE MONUMENT, STAMPED AF 9, AND FLUSH WITH THE GROUND. AD1426 AD1426 STATION RECOVERY (1945) AD1426 AD1426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EFH) AD1426'THIS MARK WAS FOUND TO BE IN GOOD CONDITION AND THE ORIGINAL AD1426'DESCRIPTION IS ADEQUATE. AD1426 AD1426 STATION RECOVERY (1965) AD1426 AD1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 AD1426'AT FORT MYERS. AD1426'AT FORT MYERS, ALONG ANDERSON AVENUE, AT THE CROSSING OF ATLANTIC AD1426'COAST LINE RAILROAD, AT THE INTERSECTION OF ANDERSON AND EVANS AD1426'AVENUES, IN SECTION 13, R 24 E, T 44 S, 71 FEET NORTH OF THE AD1426'CENTER LINE OF ANDERSON AVENUE, 50 FEET NORTHWEST OF THE AD1426'NORTHWEST RAIL OF THE MAIN TRACK OF ATLANTIC COAST LINE RAILROAD, AD1426'2.0 FEET EAST OF THE EAST CURB FOR EVANS AVENUE, 1.5 FEET WEST AD1426'OF THE WEST EDGE OF THE SIDEWALK ALONG EAST SIDE OF EVANS AD1426'AVENUE, AND SET IN TOP OF A CONCRETE POST PROJECTING 0.2 FOOT, AD1426'LEVEL WITH THE SIDEWALK. NOTE-- PART OF THE DISK HAS BEEN CUT AD1426'AWAY, THE POST IS LOOSE IN THE GROUND. USE WITH CAUTION. AD1426 AD1426 STATION RECOVERY (1988) AD1426 AD1426'RECOVERY NOTE BY US POWER SQUADRON 1988 (DGH) AD1426'MARK NOT FOUND. AD1426 AD1426 STATION RECOVERY (1992) AD1426 AD1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD1426'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. AD1426 AD1426 STATION RECOVERY (2005) AD1426 AD1426'RECOVERY NOTE BY US POWER SQUADRON 2005 (FMS) AD1426'IN THE 1980S, ANDERSON AVE WAS RENAMED MARTIN LUTHER KING JR BLVD. AND AD1426'ROAD CONSTRUCTION WAS STARTED. THE 2 LANE ROAD WAS WIDEN TO FOUR LANES AD1426'AND A MEDIAN STRIP WAS ADDED. SOMETIME DURING THE NEXT FIVE YEARS OF AD1426'CONSTRUCTION THE MARK AD1426 WAS LOST OR DESTROYED. EVANS AVE WAS AD1426'REALIGNED SO THAT IT WOULD NOT CROSS MLK. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AD1431 *********************************************************************** AD1431 TIDAL BM - This is a Tidal Bench Mark. AD1431 DESIGNATION - B 242 AD1431 PID - AD1431 AD1431 STATE/COUNTY- FL/LEE AD1431 USGS QUAD - FORT MYERS (1987) AD1431 AD1431 *CURRENT SURVEY CONTROL AD1431 ___________________________________________________________________ AD1431* NAD 83(1986)- 26 38 27. (N) 081 52 20. (W) SCALED AD1431* NAVD 88 - 3.034 (meters) 9.95 (feet) ADJUSTED AD1431 ___________________________________________________________________ AD1431 GEOID HEIGHT- -24.16 (meters) GEOID03 AD1431 DYNAMIC HT - 3.029 (meters) 9.94 (feet) COMP AD1431 MODELED GRAV- 979,074.0 (mgal) NAVD 88 AD1431 AD1431 VERT ORDER - FIRST CLASS II AD1431 AD1431.The horizontal coordinates were scaled from a topographic map and have AD1431.an estimated accuracy of +/- 6 seconds. AD1431 AD1431.The orthometric height was determined by differential leveling AD1431.and adjusted by the National Geodetic Survey in September 1992. AD1431 AD1431.This Tidal Bench Mark is designated as VM 13773 AD1431.by the Center for Operational Oceanographic Products and Services. AD1431 AD1431.The geoid height was determined by GEOID03. AD1431 AD1431.The dynamic height is computed by dividing the NAVD 88 AD1431.geopotential number by the normal gravity value computed on the AD1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD1431.degrees latitude (g = 980.6199 gals.). AD1431 AD1431.The modeled gravity was interpolated from observed gravity values. AD1431 AD1431; North East Units Estimated Accuracy AD1431;SPC FL W - 255,620. 212,720. MT (+/- 180 meters Scaled) AD1431 AD1431 SUPERSEDED SURVEY CONTROL AD1431 AD1431 NAVD 88 (06/15/91) 3.034 (m) 9.95 (f) UNKNOWN 1 2 AD1431 NGVD 29 (09/01/92) 3.395 (m) 11.14 (f) ADJUSTED 1 2 AD1431 AD1431.Superseded values are not recommended for survey control. AD1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1431.See file dsdata.txt to determine how the superseded data were derived. AD1431 AD1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK131469(NAD 83) AD1431_MARKER: DB = BENCH MARK DISK AD1431_SETTING: 38 = BRIDGE PIER AD1431_STAMPING: B 242 1965 AD1431_MARK LOGO: CGS AD1431_MAGNETIC: N = NO MAGNETIC MATERIAL AD1431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AD1431+STABILITY: POSITION/ELEVATION WELL AD1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AD1431+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005 AD1431 AD1431 HISTORY - Date Condition Report By AD1431 HISTORY - 1965 MONUMENTED CGS AD1431 HISTORY - 1974 GOOD NGS AD1431 HISTORY - 1984 GOOD FLDNR AD1431 HISTORY - 1987 GOOD USPSQD AD1431 HISTORY - 1989 GOOD USPSQD AD1431 HISTORY - 1990 GOOD USPSQD AD1431 HISTORY - 19920402 GOOD NGS AD1431 HISTORY - 19980112 GOOD USPSQD AD1431 HISTORY - 20010426 GOOD NOS AD1431 HISTORY - 20050207 GOOD USPSQD AD1431 AD1431 STATION DESCRIPTION AD1431 AD1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 AD1431'AT FORT MYERS. AD1431'AT FORT MYERS, 0.15 MILE SOUTHWEST ALONG STATE HIGHWAY 867 AD1431'FROM THE COURTHOUSE, SET VERTICALLY IN THE WEST FACE OF THE AD1431'WEST ONE OF THE SECOND ROW OF PIERS SOUTH FROM THE NORTH END AD1431'OF THE OVER PASS OF U.S. HIGHWAY 41 OVER STATE HIGHWAY 867, AD1431'11.5 FEET NORTHWEST OF THE NORTHWEST CURB OF STATE HIGHWAY 867 AD1431'AND ABOUT 2.5 FEET ABOVE THE LEVEL OF THE GROUND. IN SECTION AD1431'13, R 24 E, T 44 S. STATE HIGHWAY 867 IS ALSO MC GREGOR BOULEVARD. AD1431 AD1431 STATION RECOVERY (1974) AD1431 AD1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 AD1431'RECOVERED IN GOOD CONDITION. AD1431 AD1431 STATION RECOVERY (1984) AD1431 AD1431'RECOVERY NOTE BY FL DEPT OF NAT RES 1984 AD1431'RECOVERED IN GOOD CONDITION. AD1431 AD1431 STATION RECOVERY (1987) AD1431 AD1431'RECOVERY NOTE BY US POWER SQUADRON 1987 (FOW) AD1431'RECOVERED IN GOOD CONDITION. AD1431 AD1431 STATION RECOVERY (1989) AD1431 AD1431'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWM) AD1431'RECOVERED IN GOOD CONDITION. AD1431 AD1431 STATION RECOVERY (1990) AD1431 AD1431'RECOVERY NOTE BY US POWER SQUADRON 1990 (TN) AD1431'RECOVERED IN GOOD CONDITION. AD1431 AD1431 STATION RECOVERY (1992) AD1431 AD1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD1431'IN FORT MYERS, AT THE INTERSECTION OF U.S. HIGHWAY 41 (CLEVELAND AD1431'AVENUE) AND STATE HIGHWAY 867 (MAIN STREET), SET VERTICALLY IN THE AD1431'WEST FACE OF THE MOST WESTERLY OF 2 COLUMNS OF THE SECOND PIER SOUTH AD1431'OF THE NORTH ABUTMENT OF THE U.S. HIGHWAY OVERPASS OF THE STATE AD1431'HIGHWAY, 7.4 M (24.3 FT) NORTHWEST OF THE CENTERLINE OF THE AD1431'SOUTHBOUND LANES OF THE STATE HIGHWAY, 3.6 M (11.8 FT) WEST OF THE AD1431'CENTER OF THE OVERPASS, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE STATE AD1431'HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE GROUND SURFACE. AD1431 AD1431 STATION RECOVERY (1998) AD1431 AD1431'RECOVERY NOTE BY US POWER SQUADRON 1998 AD1431'RECOVERED IN GOOD CONDITION. AD1431 AD1431 STATION RECOVERY (2001) AD1431 AD1431'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ) AD1431'RECOVERED AS DESCRIBED. AD1431 AD1431 STATION RECOVERY (2005) AD1431 AD1431'RECOVERY NOTE BY US POWER SQUADRON 2005 (FMS) AD1431'THE BENCHMARK IS SET VERTICALLY INTO THE WEST FACE OF THE FIRST WEST AD1431'PIER NORTH OF MAIN ST. OF THE U.S.41 BRIDGE. IT IS ABOUT 2.5FT ABOVE AD1431'THE LEVEL OF THE ROAD. IT SHOULD BE NOTED THAT MCGREGOR BLVD. CHANGES AD1431'ITS NAME TO MAIN STREET AT THIS INTERSECTION. THE SATELLITE VIEW IS AD1431'BLOCKED BY THE BRIDGE. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AD1433 *********************************************************************** AD1433 TIDAL BM - This is a Tidal Bench Mark. AD1433 DESIGNATION - G 246 AD1433 PID - AD1433 AD1433 STATE/COUNTY- FL/LEE AD1433 USGS QUAD - FORT MYERS (1987) AD1433 AD1433 *CURRENT SURVEY CONTROL AD1433 ___________________________________________________________________ AD1433* NAD 83(1999)- 26 38 33.80890(N) 081 52 12.47290(W) ADJUSTED AD1433* NAVD 88 - 2.540 (meters) 8.33 (feet) ADJUSTED AD1433 ___________________________________________________________________ AD1433 X - 806,747.433 (meters) COMP AD1433 Y - -5,647,396.579 (meters) COMP AD1433 Z - 2,842,878.359 (meters) COMP AD1433 LAPLACE CORR- -2.09 (seconds) DEFLEC99 AD1433 ELLIP HEIGHT- -21.65 (meters) (12/12/02) GPS OBS AD1433 GEOID HEIGHT- -24.17 (meters) GEOID03 AD1433 DYNAMIC HT - 2.536 (meters) 8.32 (feet) COMP AD1433 MODELED GRAV- 979,074.0 (mgal) NAVD 88 AD1433 AD1433 HORZ ORDER - FIRST AD1433 VERT ORDER - FIRST CLASS II AD1433 ELLP ORDER - FOURTH CLASS I AD1433 AD1433.The horizontal coordinates were established by GPS observations AD1433.and adjusted by the National Geodetic Survey in December 2002. AD1433 AD1433.The orthometric height was determined by differential leveling AD1433.and adjusted by the National Geodetic Survey in September 1992. AD1433 AD1433.This Tidal Bench Mark is designated as VM 735 AD1433.by the Center for Operational Oceanographic Products and Services. AD1433 AD1433.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD1433 AD1433.The Laplace correction was computed from DEFLEC99 derived deflections. AD1433 AD1433.The ellipsoidal height was determined by GPS observations AD1433.and is referenced to NAD 83. AD1433 AD1433.The geoid height was determined by GEOID03. AD1433 AD1433.The dynamic height is computed by dividing the NAVD 88 AD1433.geopotential number by the normal gravity value computed on the AD1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD1433.degrees latitude (g = 980.6199 gals.). AD1433 AD1433.The modeled gravity was interpolated from observed gravity values. AD1433 AD1433; North East Units Scale Factor Converg. AD1433;SPC FL W - 255,826.591 212,929.830 MT 0.99994324 +0 03 29.7 AD1433;UTM 17 - 2,947,159.620 413,396.597 MT 0.99969259 -0 23 24.8 AD1433 AD1433! - Elev Factor x Scale Factor = Combined Factor AD1433!SPC FL W - 1.00000340 x 0.99994324 = 0.99994664 AD1433!UTM 17 - 1.00000340 x 0.99969259 = 0.99969599 AD1433 AD1433: Primary Azimuth Mark Grid Az AD1433:SPC FL W - 872 5520 H TIDAL 306 42 46.6 AD1433:UTM 17 - 872 5520 H TIDAL 307 09 41.1 AD1433 AD1433|---------------------------------------------------------------------| AD1433| PID Reference Object Distance Geod. Az | AD1433| dddmmss.s | AD1433| AD8307 872 5520 H TIDAL 408.667 METERS 3064616.3 | AD1433| AD7888 872 5520 A TIDAL 400.102 METERS 3532904.0 | AD1433|---------------------------------------------------------------------| AD1433 AD1433 SUPERSEDED SURVEY CONTROL AD1433 AD1433 NAVD 88 (06/15/91) 2.534 (m) 8.31 (f) UNKNOWN 1 2 AD1433 NGVD 29 (09/01/92) 2.895 (m) 9.50 (f) ADJUSTED 1 2 AD1433 AD1433.Superseded values are not recommended for survey control. AD1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1433.See file dsdata.txt to determine how the superseded data were derived. AD1433 AD1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1339747160(NAD 83) AD1433_MARKER: DB = BENCH MARK DISK AD1433_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AD1433_STAMPING: G 246 1965 AD1433_MARK LOGO: CGS AD1433_PROJECTION: FLUSH AD1433_MAGNETIC: I = MARKER IS A STEEL ROD AD1433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD1433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AD1433+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005 AD1433_ROD/PIPE-DEPTH: 22.3 meters AD1433 AD1433 HISTORY - Date Condition Report By AD1433 HISTORY - 1965 MONUMENTED CGS AD1433 HISTORY - 1974 GOOD NGS AD1433 HISTORY - 1984 GOOD FLDNR AD1433 HISTORY - 1987 GOOD USPSQD AD1433 HISTORY - 1989 GOOD USPSQD AD1433 HISTORY - 19910430 MARK NOT FOUND USPSQD AD1433 HISTORY - 19920402 GOOD NGS AD1433 HISTORY - 19980112 MARK NOT FOUND USPSQD AD1433 HISTORY - 20010426 GOOD NOS AD1433 HISTORY - 20011020 GOOD LDBLS AD1433 HISTORY - 20020508 GOOD MAPTEC AD1433 HISTORY - 20050207 GOOD USPSQD AD1433 AD1433 STATION DESCRIPTION AD1433 AD1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 AD1433'AT FORT MYERS. AD1433'AT FORT MYERS, IN SECTION 13, R 24 E, T 44 S, NEAR THE NORTH AD1433'CORNER OF THE LAWN OF THE LEE COUNTY COURTHOUSE, NEAR THE AD1433'INTERSECTION OF MAIN STREET AND BROADWAY, 67.3 FEET SOUTHEAST AD1433'OF THE CENTER LINE OF MAIN STREET, 50.2 FEET SOUTHWEST OF THE AD1433'CENTER LINE OF BROADWAY, 1.2 FEET SOUTHEAST OF THE NORTHEAST AD1433'CORNER OF THE SIDEWALK AROUND AN AMERICAN LEGION MEMORIAL, AD1433'67.5 FEET NORTH OF THE NORTH CORNER OF THE OLD PORTION OF THE AD1433'COURTHOUSE, ABOUT 1 FOOT ABOVE THE LEVEL OF MAIN STREET AND IS AD1433'A DISK ON TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE AD1433'GROUND AND PROTECTED BY A 4 INCH IRON PIPE FLUSH WITH THE GROUND. AD1433'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 73.0 FEET. AD1433 AD1433 STATION RECOVERY (1974) AD1433 AD1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 AD1433'RECOVERED IN GOOD CONDITION. AD1433 AD1433 STATION RECOVERY (1984) AD1433 AD1433'RECOVERY NOTE BY FL DEPT OF NAT RES 1984 AD1433'RECOVERED IN GOOD CONDITION. AD1433 AD1433 STATION RECOVERY (1987) AD1433 AD1433'RECOVERY NOTE BY US POWER SQUADRON 1987 (FOW) AD1433'RECOVERED IN GOOD CONDITION. AD1433 AD1433 STATION RECOVERY (1989) AD1433 AD1433'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWM) AD1433'RECOVERED IN GOOD CONDITION. AD1433 AD1433 STATION RECOVERY (1991) AD1433 AD1433'RECOVERY NOTE BY US POWER SQUADRON 1991 (VSR) AD1433'MARK NOT FOUND. AD1433 AD1433 STATION RECOVERY (1992) AD1433 AD1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD1433'IN FORT MYERS, AT THE INTERSECTION OF BROADWAY AND MAIN STREETS, IN A AD1433'FLOWER BED IN THE NORTH CORNER OF THE LAWN AT THE COUNTY COURTHOUSE, AD1433'21.8 M (71.5 FT) SOUTHEAST OF THE CENTER OF THE MAIN STREET, 20.4 M AD1433'(66.9 FT) NORTH OF THE NORTHEAST CORNER OF THE BUILDING, 15.2 M (49.9 AD1433'FT) SOUTHWEST OF THE CENTERLINE OF BROADWAY STREET, 4.7 M (15.4 FT) AD1433'SOUTH OF THE SOUTHEAST CORNER OF A MEMORIAL MONUMENT (WORLD WAR 1 AD1433'AMERICAN LEGION), 1.7 M (5.6 FT) NORTHEAST OF THE NORTHEAST EDGE OF A AD1433'SIDEWALK, 0.7 M (2.3 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A AD1433'SIDEWALK, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREETS. AD1433'NOTE--THE DISK HAS BEEN HIT AND IS BENT DOWN ALONG THE NORTHWEST AD1433'EDGE. AD1433 AD1433 STATION RECOVERY (1998) AD1433 AD1433'RECOVERY NOTE BY US POWER SQUADRON 1998 AD1433'MARK NOT FOUND. AD1433 AD1433 STATION RECOVERY (2001) AD1433 AD1433'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ) AD1433'RECOVERED AS DESCRIBED. AD1433 AD1433 STATION RECOVERY (2001) AD1433 AD1433'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH) AD1433'THE MARK IS IN FORT MYERS IN THE NORTHEAST CORNER OF THE COURTHOUSE AD1433'LAWN, IN AD1433'LEE COUNTY, FLORIDA. OWNERSHIP - LEE COUNTY. AD1433' AD1433'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND MONROE AD1433'STREET (AT AD1433'THE NORTHWEST CORNER OF THE COURTHOUSE IN FORT MYERS), GO NORTHWEST AD1433'ALONG MAIN AD1433'STREET ONE (1) BLOCK TO ITS JUNCTION WITH BROADWAY STREET AND THE MARK AD1433'IN THE AD1433'SOUTHWEST QUADRANT OF THE INTERSECTION. AD1433' AD1433'THE MARK IS LOCATED IN A FLOWER BED IN THE NORTHEAST CORNER OF THE AD1433'LAWN AT THE AD1433'COUNTY COURTHOUSE, 21.79 M (71.5 FT) SOUTHEAST OF THE CENTERLINE OF AD1433'MAIN AD1433'STREET, 20.39 M (66.9 FT) NORTH OF THE NORTHEAST CORNER OF THE AD1433'COURTHOUSE AD1433'BUILDING, 15.21 M (49.9 FT) SOUTHWEST OF THE CENTERLINE OF BROADWAY AD1433'STREET, AD1433'4.69 M (15.4 FT) SOUTH OF THE SOUTHEAST CORNER OF A MEMORIAL MONUMENT AD1433'(WORLD AD1433'WAR I, AMERICAN LEGION), 1.71 M (5.6 FT) NORTHEAST OF THE NORTHEAST AD1433'EDGE OF A AD1433'CONCRETE WALK AND 0.70 M (2.3 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A AD1433'CONCRETE AD1433'WALK. THE DATUM POINT IS A SURVEY DISK ATTACHED TO THE TOP OF A COPPER AD1433'CLAD AD1433'STEEL ROD AND ENCASED BY A 4-INCH IRON PIPE. THE DISK IS SET FLUSH AD1433'WITH THE LEVEL AD1433'OF THE GROUND AND ABOUT 0.30 M (1.0 FT) ABOVE THE LEVEL OF THE AD1433'STREETS. AD1433' AD1433' AD1433 AD1433 STATION RECOVERY (2002) AD1433 AD1433'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP) AD1433'RECOVERED AS DESCRIBED 2002 MAPTECH INC (CP) AD1433' AD1433 AD1433 STATION RECOVERY (2005) AD1433 AD1433'RECOVERY NOTE BY US POWER SQUADRON 2005 (FMS) AD1433'THE BENCHMARK WAS RECOVERED IN A GARDEN AT THE COUNTY COURTHOUSE AT AD1433'MAIN AND BROADWAY STREETS. THE SITE IS 2FT S OF THE EAST-WEST SIDEWALK AD1433'FROM BROADWAY, 72FT S OF MAIN ST. AND 5.5 E OF ZIG-ZAG WALK THE AD1433'CONTINUES FROM BROADWAY SIDEWALK. THE MILLENNIUM TIME CAPSULE IS 41FT AD1433'TO THE WEST. THE SATELLITE VIEW IS BLOCKED BY TREES. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AD1424 *********************************************************************** AD1424 DESIGNATION - G 251 AD1424 PID - AD1424 AD1424 STATE/COUNTY- FL/LEE AD1424 USGS QUAD - FORT MYERS (1987) AD1424 AD1424 *CURRENT SURVEY CONTROL AD1424 ___________________________________________________________________ AD1424* NAD 83(1999)- 26 38 53.79313(N) 081 51 14.56736(W) ADJUSTED AD1424* NAVD 88 - 3.204 (meters) 10.51 (feet) ADJUSTED AD1424 ___________________________________________________________________ AD1424 X - 808,293.813 (meters) COMP AD1424 Y - -5,646,897.382 (meters) COMP AD1424 Z - 2,843,428.378 (meters) COMP AD1424 LAPLACE CORR- -1.96 (seconds) DEFLEC99 AD1424 ELLIP HEIGHT- -21.02 (meters) (12/12/02) GPS OBS AD1424 GEOID HEIGHT- -24.20 (meters) GEOID03 AD1424 DYNAMIC HT - 3.199 (meters) 10.50 (feet) COMP AD1424 MODELED GRAV- 979,073.4 (mgal) NAVD 88 AD1424 AD1424 HORZ ORDER - FIRST AD1424 VERT ORDER - FIRST CLASS I AD1424 ELLP ORDER - FOURTH CLASS I AD1424 AD1424.The horizontal coordinates were established by GPS observations AD1424.and adjusted by the National Geodetic Survey in December 2002. AD1424 AD1424.The orthometric height was determined by differential leveling AD1424.and adjusted by the National Geodetic Survey in September 1992. AD1424 AD1424.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD1424 AD1424.The Laplace correction was computed from DEFLEC99 derived deflections. AD1424 AD1424.The ellipsoidal height was determined by GPS observations AD1424.and is referenced to NAD 83. AD1424 AD1424.The geoid height was determined by GEOID03. AD1424 AD1424.The dynamic height is computed by dividing the NAVD 88 AD1424.geopotential number by the normal gravity value computed on the AD1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD1424.degrees latitude (g = 980.6199 gals.). AD1424 AD1424.The modeled gravity was interpolated from observed gravity values. AD1424 AD1424; North East Units Scale Factor Converg. AD1424;SPC FL W - 256,443.343 214,530.552 MT 0.99994378 +0 03 55.7 AD1424;UTM 17 - 2,947,763.671 415,001.693 MT 0.99968919 -0 22 59.1 AD1424 AD1424! - Elev Factor x Scale Factor = Combined Factor AD1424!SPC FL W - 1.00000330 x 0.99994378 = 0.99994708 AD1424!UTM 17 - 1.00000330 x 0.99968919 = 0.99969249 AD1424 AD1424 SUPERSEDED SURVEY CONTROL AD1424 AD1424 NAVD 88 (06/15/91) 3.214 (m) 10.54 (f) UNKNOWN 1 1 AD1424 NGVD 29 (09/01/92) 3.563 (m) 11.69 (f) ADJUSTED 1 1 AD1424 AD1424.Superseded values are not recommended for survey control. AD1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1424.See file dsdata.txt to determine how the superseded data were derived. AD1424 AD1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1500247764(NAD 83) AD1424_MARKER: DB = BENCH MARK DISK AD1424_SETTING: 32 = HEADWALL AD1424_STAMPING: G 251 1965 AD1424_MARK LOGO: CGS AD1424_MAGNETIC: N = NO MAGNETIC MATERIAL AD1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD1424+STABILITY: SURFACE MOTION AD1424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD1424+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005 AD1424 AD1424 HISTORY - Date Condition Report By AD1424 HISTORY - 1965 MONUMENTED CGS AD1424 HISTORY - 1966 GOOD NGS AD1424 HISTORY - 1984 GOOD USPSQD AD1424 HISTORY - 19920402 GOOD NGS AD1424 HISTORY - 19971202 GOOD USPSQD AD1424 HISTORY - 19980113 MARK NOT FOUND USPSQD AD1424 HISTORY - 20011010 GOOD LDBLS AD1424 HISTORY - 20020508 GOOD MAPTEC AD1424 HISTORY - 20050118 GOOD USPSQD AD1424 AD1424 STATION DESCRIPTION AD1424 AD1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AD1424'0.9 MI NE FROM FORT MYERS. AD1424'ABOUT 0.9 MILE NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD AD1424'FROM THE STATION AT FORT MYERS, NEAR THE CROSSING OF MICHIGAN AD1424'AVENUE, SET IN THE TOP NEAR THE SOUTHWEST END OF A 13-FOOT LONG AD1424'CONCRETE RETAINING WALL AT THE EAST END OF A CONCRETE HEAD WALL AD1424'FOR A 18-INCH CONCRETE PIPE CULVERT UNDER MICHIGAN AVENUE, 21 AD1424'FEET NORTH OF THE CENTER LINE OF THE AVENUE, 9.6 FEET SOUTHEAST AD1424'OF THE SOUTHEAST RAIL AND ABOUT LEVEL WITH THE TRACK. AD1424 AD1424 STATION RECOVERY (1984) AD1424 AD1424'RECOVERY NOTE BY US POWER SQUADRON 1984 AD1424'RECOVERED IN GOOD CONDITION. AD1424 AD1424 STATION RECOVERY (1992) AD1424 AD1424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD1424'IN FORT MYERS, AT THE INTERSECTION OF MICHIGAN AVENUE AND SEABOARD AD1424'STREET, IN TOP OF AND 0.6 M (2.0 FT) NORTHEAST OF THE SOUTHWEST END AD1424'OF THE SOUTHEAST CONCRETE HEADWALL OF A BOX CULVERT UNDER THE AD1424'SEMINOLE GULF RAILROAD AND THE AVENUE, 95.6 M (313.6 FT) EAST OF THE AD1424'CENTERLINE OF THE STREET, 2.0 M (6.6 FT) SOUTH OF THE SOUTHWEST AD1424'CORNER OF A RAILROAD CROSSING SIGNAL, AND 3.0 M (9.8 FT) SOUTHEAST OF AD1424'THE NEAR RAIL. AD1424 AD1424 STATION RECOVERY (1997) AD1424 AD1424'RECOVERY NOTE BY US POWER SQUADRON 1997 AD1424'RECOVERED IN GOOD CONDITION. AD1424 AD1424 STATION RECOVERY (1998) AD1424 AD1424'RECOVERY NOTE BY US POWER SQUADRON 1998 AD1424'MARK NOT FOUND. AD1424 AD1424 STATION RECOVERY (2001) AD1424 AD1424'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH) AD1424'THE MARK IS ABOUT 1.6 KM (1.0 MI) EAST OF FORT MYERS ON MICHIGAN AD1424'AVENUE, IN AD1424'SECTION 18, TOWNSHIP 44 SOUTH, RANGE 25 EAST, LEE COUNTY FLORIDA. AD1424'OWNERSHIP - AD1424'SEMINOLE GULF RAILWAY AD1424' AD1424'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND AD1424'STATE ROAD AD1424'82 (I-75 EXIT 23, ABOUT 6.4 KM (4.0 MI) EAST OF FORT MYERS) GO AD1424'NORTHWEST ON AD1424'STATE ROAD 82 2.3 KM (1.43 MI) TO ITS JUNCTION WITH MICHIGAN AVENUE AD1424'LINK, ON AD1424'MICHIGAN AVENUE LINK GO NORTHWEST, ALONG A CURVE LEFT AND WEST 2.3 KM AD1424'(1.45 MI) AD1424'TO THE CROSSING OF SEMINOLE GULF RAILWAY, AND THE MARK ON THE RIGHT. AD1424'ALSO TO AD1424'REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND MONROE STREET AD1424'(AT THE AD1424'NORTHWEST CORNER OF THE COURTHOUSE IN FORT MYERS), GO SOUTHEAST ALONG AD1424'MONROE AD1424'STREET ONE BLOCK TO THE JUNCTION WITH SECOND STREET, GO NORTHEAST AD1424'ALONG SECOND AD1424'STREET 1.1 KM (0.70 MI) TO THE JUNCTION WITH EVANS AVENUE, CONTINUE AD1424'EAST ALONG AD1424'SECOND STREET, 0.5 KM (0.28 MI) TO THE JUNCTION WITH SEABOARD STREET, AD1424'GO AD1424'NORTHEAST ALONG SEABOARD STREET 0.1 KM (0.08 MI) TO THE JUNCTION WITH AD1424'MICHIGAN AD1424'AVENUE, GO EAST ON MICHIGAN AVENUE 0.1 KM (0.05 MI) TO THE CROSSING OF AD1424'SEMINOLE AD1424'GULF RAILWAY AND THE MARK ON THE LEFT. AD1424' AD1424'THE MARK IS SET ON THE TOP OF A V SHAPED CONCRETE ENDWALL (GROUND IS AD1424'LEVEL WITH AD1424'THE TOP OF ENDWALL), 6.34 M (20.8 FT) NORTH OF THE CENTERLINE OF AD1424'MICHIGAN AVE, AD1424'3.90 M (12.8 FT) SOUTHWEST OF A FLASHING LIGHT SIGNAL POLE, 3.90 M AD1424'(12.8 FT) AD1424'WEST OF THE EAST END OF THE ENDWALL, 3.84 M (12.6 FT) SOUTHEAST OF THE AD1424'CENTER AD1424'OF THE RAILROAD TRACKS, 3.44 M (11.3 FT) SOUTHWEST OF THE NORTHEAST AD1424'END OF THE AD1424'ENDWALL, 2.29 M (7.5 FT) SOUTHWEST OF THE CENTER OF THE LOWERING AD1424'SIGNAL ARM AD1424'POLE, AND 0.70 M (2.3 FT) NORTHEAST OF THE APEX OF THE V POINT OF THE AD1424'ENDWALL. AD1424'THE DISK IS SET FLUSH IN THE TOP OF A CONCRETE ENDWALL, FLUSH WITH THE AD1424'LEVEL OF AD1424'THE GROUND, ABOUT 0.30 M (1.0 FT) BELOW THE LEVEL OF THE AVENUE AND AD1424'ABOUT 0.30 AD1424'M (1.0 FT) BELOW THE LEVEL OF THE TOP OF THE RAILS. AD1424' AD1424' AD1424 AD1424 STATION RECOVERY (2002) AD1424 AD1424'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP) AD1424'THE MARK IS ABOUT 1.6 KM (1.0 MI) EAST OF FORT MYERS ON MICHIGAN AD1424'AVENUE, IN AD1424'SECTION 18, TOWNSHIP 44 SOUTH, RANGE 25 EAST, LEE COUNTY FLORIDA. AD1424'OWNERSHIP - AD1424'SEMINOLE GULF RAILWAY AD1424' AD1424'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND AD1424'STATE ROAD AD1424'82 (I-75 EXIT 23, ABOUT 6.4 KM (4.0 MI) EAST OF FORT MYERS) GO AD1424'NORTHWEST ON AD1424'STATE ROAD 82 2.3 KM (1.43 MI) TO ITS JUNCTION WITH MICHIGAN AVENUE AD1424'LINK, ON AD1424'MICHIGAN AVENUE LINK GO NORTHWEST, ALONG A CURVE LEFT AND WEST 2.3 KM AD1424'(1.45 MI) AD1424'TO THE CROSSING OF SEMINOLE GULF RAILWAY, AND THE MARK ON THE RIGHT. AD1424'ALSO TO AD1424'REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND MONROE STREET AD1424'(AT THE AD1424'NORTHWEST CORNER OF THE COURTHOUSE IN FORT MYERS), GO SOUTHEAST ALONG AD1424'MONROE AD1424'STREET ONE BLOCK TO THE JUNCTION WITH SECOND STREET, GO NORTHEAST AD1424'ALONG SECOND AD1424'STREET 1.1 KM (0.70 MI) TO THE JUNCTION WITH EVANS AVENUE, CONTINUE AD1424'EAST ALONG AD1424'SECOND STREET, 0.5 KM (0.28 MI) TO THE JUNCTION WITH SEABOARD STREET, AD1424'GO AD1424'NORTHEAST ALONG SEABOARD STREET 0.1 KM (0.08 MI) TO THE JUNCTION WITH AD1424'MICHIGAN AD1424'AVENUE, GO EAST ON MICHIGAN AVENUE 0.1 KM (0.05 MI) TO THE CROSSING OF AD1424'SEMINOLE AD1424'GULF RAILWAY AND THE MARK ON THE LEFT. AD1424' AD1424'THE MARK IS SET ON THE TOP OF A V SHAPED CONCRETE ENDWALL (GROUND IS AD1424'LEVEL WITH AD1424'THE TOP OF ENDWALL), 6.34 M (20.8 FT) NORTH OF THE CENTERLINE OF AD1424'MICHIGAN AVE, AD1424'3.90 M (12.8 FT) SOUTHWEST OF A FLASHING LIGHT SIGNAL POLE, 3.90 M AD1424'(12.8 FT) AD1424'WEST OF THE EAST END OF THE ENDWALL, 3.84 M (12.6 FT) SOUTHEAST OF THE AD1424'CENTER AD1424'OF THE RAILROAD TRACKS, 3.44 M (11.3 FT) SOUTHWEST OF THE NORTHEAST AD1424'END OF THE AD1424'ENDWALL, 2.29 M (7.5 FT) SOUTHWEST OF THE CENTER OF THE LOWERING AD1424'SIGNAL ARM AD1424'POLE, AND 0.70 M (2.3 FT) NORTHEAST OF THE APEX OF THE V POINT OF THE AD1424'ENDWALL. AD1424'THE DISK IS SET FLUSH IN THE TOP OF A CONCRETE ENDWALL, FLUSH WITH THE AD1424'LEVEL OF AD1424'THE GROUND, ABOUT 0.30 M (1.0 FT) BELOW THE LEVEL OF THE AVENUE AND AD1424'ABOUT 0.30 AD1424'M (1.0 FT) BELOW THE LEVEL OF THE TOP OF THE RAILS. AD1424' AD1424'RECOVERED AS DESCRIBED 2002 MAPTECH INC (CDP) AD1424' AD1424' AD1424' AD1424 AD1424 STATION RECOVERY (2005) AD1424 AD1424'RECOVERY NOTE BY US POWER SQUADRON 2005 (FTM) AD1424'MARK IS FLUSH WITH CONCRETE WALL JUST N OF ASPHALT WALKWAY. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AD1432 *********************************************************************** AD1432 TIDAL BM - This is a Tidal Bench Mark. AD1432 DESIGNATION - H 246 AD1432 PID - AD1432 AD1432 STATE/COUNTY- FL/LEE AD1432 USGS QUAD - FORT MYERS (1987) AD1432 AD1432 *CURRENT SURVEY CONTROL AD1432 ___________________________________________________________________ AD1432* NAD 83(1986)- 26 38 30. (N) 081 52 19. (W) SCALED AD1432* NAVD 88 - 2.242 (meters) 7.36 (feet) ADJUSTED AD1432 ___________________________________________________________________ AD1432 GEOID HEIGHT- -24.17 (meters) GEOID03 AD1432 DYNAMIC HT - 2.239 (meters) 7.35 (feet) COMP AD1432 MODELED GRAV- 979,074.1 (mgal) NAVD 88 AD1432 AD1432 VERT ORDER - FIRST CLASS I AD1432 AD1432.The horizontal coordinates were scaled from a topographic map and have AD1432.an estimated accuracy of +/- 6 seconds. AD1432 AD1432.The orthometric height was determined by differential leveling AD1432.and adjusted by the National Geodetic Survey in June 1991. AD1432 AD1432.This Tidal Bench Mark is designated as VM 736 AD1432.by the Center for Operational Oceanographic Products and Services. AD1432 AD1432.The geoid height was determined by GEOID03. AD1432 AD1432.The dynamic height is computed by dividing the NAVD 88 AD1432.geopotential number by the normal gravity value computed on the AD1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD1432.degrees latitude (g = 980.6199 gals.). AD1432 AD1432.The modeled gravity was interpolated from observed gravity values. AD1432 AD1432; North East Units Estimated Accuracy AD1432;SPC FL W - 255,710. 212,750. MT (+/- 180 meters Scaled) AD1432 AD1432 SUPERSEDED SURVEY CONTROL AD1432 AD1432 NGVD 29 (09/01/92) 2.604 (m) 8.54 (f) ADJUSTED 1 1 AD1432 AD1432.Superseded values are not recommended for survey control. AD1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1432.See file dsdata.txt to determine how the superseded data were derived. AD1432 AD1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK132470(NAD 83) AD1432_MARKER: DB = BENCH MARK DISK AD1432_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AD1432_STAMPING: H 246 1965 AD1432_MARK LOGO: CGS AD1432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD1432 AD1432 HISTORY - Date Condition Report By AD1432 HISTORY - 1965 MONUMENTED CGS AD1432 HISTORY - 1974 GOOD NGS AD1432 HISTORY - 1984 GOOD FLDNR AD1432 HISTORY - 1987 MARK NOT FOUND USPSQD AD1432 HISTORY - 1989 MARK NOT FOUND USPSQD AD1432 HISTORY - 19920401 MARK NOT FOUND NGS AD1432 HISTORY - 19980112 MARK NOT FOUND USPSQD AD1432 HISTORY - 20050207 MARK NOT FOUND USPSQD AD1432 AD1432 STATION DESCRIPTION AD1432 AD1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 AD1432'AT FORT MYERS. AD1432'AT FORT MYERS, IN SECTION 13, R 24 E, T 44 S, ON THE GROUNDS AD1432'OF THE FORT MYERS CITY HALL, 0.8 FOOT NORTHWEST OF THE NORTHWEST AD1432'EDGE OF THE SIDEWALK THAT LEADS NORTHEAST-SOUTHWEST TO EAST AD1432'ENTRANCE OF THE CITY HALL, 16.4 FEET SOUTHWEST OF THE SOUTHWEST AD1432'CURB OF HEITMAN STREET, 62.3 FEET NORTHWEST OF THE NORTHWEST AD1432'CURB OF MAIN STREET, 42.8 FEET NORTHEAST OF THE CENTER LINE OF AD1432'THE DOORWAY AT THE EAST ENTRANCE, ABOUT LEVEL WITH THE STREET AD1432'AND IS A DISK ON TOP OF A COPPER COATED STEEL FLUSH WITH THE AD1432'GROUND AND PROTECTED BY A 4 INCH IRON PIPE FLUSH WITH THE GROUND. AD1432'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 69.0 FEET. AD1432 AD1432 STATION RECOVERY (1974) AD1432 AD1432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 AD1432'RECOVERED IN GOOD CONDITION. AD1432 AD1432 STATION RECOVERY (1984) AD1432 AD1432'RECOVERY NOTE BY FL DEPT OF NAT RES 1984 AD1432'RECOVERED IN GOOD CONDITION. AD1432 AD1432 STATION RECOVERY (1987) AD1432 AD1432'RECOVERY NOTE BY US POWER SQUADRON 1987 (FOW) AD1432'MARK NOT FOUND. AD1432 AD1432 STATION RECOVERY (1989) AD1432 AD1432'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWM) AD1432'MARK NOT FOUND. AD1432 AD1432 STATION RECOVERY (1992) AD1432 AD1432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD1432'THE DESCRIBED BUILDING HAS BEEN DEMOLISHED. ASSUMED DESTROYED. AD1432 AD1432 STATION RECOVERY (1998) AD1432 AD1432'RECOVERY NOTE BY US POWER SQUADRON 1998 AD1432'MARK NOT FOUND. AD1432 AD1432 STATION RECOVERY (2005) AD1432 AD1432'RECOVERY NOTE BY US POWER SQUADRON 2005 (FMS) AD1432'THE BENCHMARK WAS NOT RECOVERED AFTER A THROUGH INSPECTION. IT WAS AD1432'CONFIRMED THAT THE OLD CITY HALL BUILDING WAS TORN DOWN ABOUT 15 YEARS AD1432'AGO. THE LOCATION SITE, AS DESCRIBED ON THE DATASHEET, IS 1530 HEITMAN AD1432'ST. AND IS UNDER A SIDEWALK LEADING TO A BANK. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AD1421 *********************************************************************** AD1421 DESIGNATION - H 251 AD1421 PID - AD1421 AD1421 STATE/COUNTY- FL/LEE AD1421 USGS QUAD - FORT MYERS (1987) AD1421 AD1421 *CURRENT SURVEY CONTROL AD1421 ___________________________________________________________________ AD1421* NAD 83(1986)- 26 39 33. (N) 081 50 37. (W) SCALED AD1421* NAVD 88 - 2.842 (meters) 9.32 (feet) ADJUSTED AD1421 ___________________________________________________________________ AD1421 GEOID HEIGHT- -24.22 (meters) GEOID03 AD1421 DYNAMIC HT - 2.837 (meters) 9.31 (feet) COMP AD1421 MODELED GRAV- 979,073.8 (mgal) NAVD 88 AD1421 AD1421 VERT ORDER - FIRST CLASS I AD1421 AD1421.The horizontal coordinates were scaled from a topographic map and have AD1421.an estimated accuracy of +/- 6 seconds. AD1421 AD1421.The orthometric height was determined by differential leveling AD1421.and adjusted by the National Geodetic Survey in September 1992. AD1421 AD1421.The geoid height was determined by GEOID03. AD1421 AD1421.The dynamic height is computed by dividing the NAVD 88 AD1421.geopotential number by the normal gravity value computed on the AD1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD1421.degrees latitude (g = 980.6199 gals.). AD1421 AD1421.The modeled gravity was interpolated from observed gravity values. AD1421 AD1421; North East Units Estimated Accuracy AD1421;SPC FL W - 257,650. 215,570. MT (+/- 180 meters Scaled) AD1421 AD1421 SUPERSEDED SURVEY CONTROL AD1421 AD1421 NAVD 88 (06/15/91) 2.842 (m) 9.32 (f) UNKNOWN 1 1 AD1421 NGVD 29 (09/01/92) 3.200 (m) 10.50 (f) ADJUSTED 1 1 AD1421 AD1421.Superseded values are not recommended for survey control. AD1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1421.See file dsdata.txt to determine how the superseded data were derived. AD1421 AD1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK160489(NAD 83) AD1421_MARKER: DB = BENCH MARK DISK AD1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD1421_STAMPING: H 251 1965 AD1421_MARK LOGO: CGS AD1421_MAGNETIC: N = NO MAGNETIC MATERIAL AD1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD1421+STABILITY: SURFACE MOTION AD1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AD1421+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005 AD1421 AD1421 HISTORY - Date Condition Report By AD1421 HISTORY - 1965 MONUMENTED CGS AD1421 HISTORY - 1966 GOOD NGS AD1421 HISTORY - 19920402 GOOD NGS AD1421 HISTORY - 19971202 GOOD USPSQD AD1421 HISTORY - 19980113 GOOD USPSQD AD1421 HISTORY - 20050118 GOOD USPSQD AD1421 AD1421 STATION DESCRIPTION AD1421 AD1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AD1421'1.8 MI NE FROM FORT MYERS. AD1421'ABOUT 1.85 MILES NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD AD1421'FROM THE STATION AT FORT MYERS, 0.2 MILE NORTHEAST OF MILEPOST AD1421'X 963, 216 FEET NORTH OF THE CENTER OF THE CROSSING OF TARPON AD1421'STREET, 213 FEET NORTHEAST OF THE CENTER LINE OF TARPON STREET, AD1421'38.2 FEET NORTHWEST OF AND ACROSS A SIDE TRACK FROM THE NORTHWEST AD1421'RAIL OF THE MAIN TRACK, 27.0 FEET NORTHWEST OF THE NORTHWEST AD1421'RAIL OF THE SIDE TRACK, 2 1/2 FEET SOUTHWEST OF A TELEPHONE AD1421'POLE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT AD1421'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE AD1421'POST PROJECTING 0.3 FOOT. IN SECTION 7, R 25 E, T 44 S. AD1421 AD1421 STATION RECOVERY (1992) AD1421 AD1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD1421'IN FORT MYERS, AT THE INTERSECTION OF PALM BEACH BOULEVARD (STATE AD1421'HIGHWAY 80) AND TARPON STREET, 66.6 M (218.5 FT) NORTHWEST OF THE AD1421'CENTERLINE OF THE WESTBOUND LANES OF THE BOULEVARD, 64.9 M (212.9 FT) AD1421'NORTHEAST OF THE CENTERLINE OF THE STREET, 8.1 M (26.6 FT) NORTHWEST AD1421'OF THE NEAR RAIL OF THE SEMINOLE GULF RAILROAD, 1.0 M (3.3 FT) AD1421'NORTHEAST OF A 8-INCH TREE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE AD1421'RAIL, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT AD1421'PROJECTS 3.0 M (9.8 FT) ABOVE THE GROUND SURFACE. AD1421 AD1421 STATION RECOVERY (1997) AD1421 AD1421'RECOVERY NOTE BY US POWER SQUADRON 1997 AD1421'RECOVERED IN GOOD CONDITION. AD1421 AD1421 STATION RECOVERY (1998) AD1421 AD1421'RECOVERY NOTE BY US POWER SQUADRON 1998 AD1421'RECOVERED IN GOOD CONDITION. AD1421 AD1421 STATION RECOVERY (2005) AD1421 AD1421'RECOVERY NOTE BY US POWER SQUADRON 2005 (FTM) AD1421'WITNESS POST IS WIRED TO A 1.6FT TREE 27FT N OF THE N RAIL. THE MARK AD1421'IS 0.3FT ABOVE THE GROUND AND 0.3FT NE OF THE TREE. THE MARK IS AD1421'LOCATED AT 26 39.576N 081 50.635W 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AD1420 *********************************************************************** AD1420 DESIGNATION - J 251 AD1420 PID - AD1420 AD1420 STATE/COUNTY- FL/LEE AD1420 USGS QUAD - FORT MYERS (1987) AD1420 AD1420 *CURRENT SURVEY CONTROL AD1420 ___________________________________________________________________ AD1420* NAD 83(1986)- 26 39 59. (N) 081 49 59. (W) SCALED AD1420* NAVD 88 - 3.327 (meters) 10.92 (feet) ADJUSTED AD1420 ___________________________________________________________________ AD1420 GEOID HEIGHT- -24.24 (meters) GEOID03 AD1420 DYNAMIC HT - 3.321 (meters) 10.90 (feet) COMP AD1420 MODELED GRAV- 979,073.9 (mgal) NAVD 88 AD1420 AD1420 VERT ORDER - FIRST CLASS I AD1420 AD1420.The horizontal coordinates were scaled from a topographic map and have AD1420.an estimated accuracy of +/- 6 seconds. AD1420 AD1420.The orthometric height was determined by differential leveling AD1420.and adjusted by the National Geodetic Survey in June 1991. AD1420 AD1420.The geoid height was determined by GEOID03. AD1420 AD1420.The dynamic height is computed by dividing the NAVD 88 AD1420.geopotential number by the normal gravity value computed on the AD1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD1420.degrees latitude (g = 980.6199 gals.). AD1420 AD1420.The modeled gravity was interpolated from observed gravity values. AD1420 AD1420; North East Units Estimated Accuracy AD1420;SPC FL W - 258,450. 216,620. MT (+/- 180 meters Scaled) AD1420 AD1420 SUPERSEDED SURVEY CONTROL AD1420 AD1420 NGVD 29 (??/??/92) 3.684 (m) 12.09 (f) ADJ UNCH 1 1 AD1420 AD1420.Superseded values are not recommended for survey control. AD1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1420.See file dsdata.txt to determine how the superseded data were derived. AD1420 AD1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK171497(NAD 83) AD1420_MARKER: DB = BENCH MARK DISK AD1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD1420_STAMPING: J 251 1965 AD1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD1420+STABILITY: SURFACE MOTION AD1420 AD1420 HISTORY - Date Condition Report By AD1420 HISTORY - 1965 MONUMENTED CGS AD1420 HISTORY - 1966 GOOD NGS AD1420 HISTORY - 1984 MARK NOT FOUND USPSQD AD1420 HISTORY - 20050118 MARK NOT FOUND USPSQD AD1420 AD1420 STATION DESCRIPTION AD1420 AD1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AD1420'2.6 MI NE FROM FORT MYERS. AD1420'ABOUT 2.65 MILES NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD AD1420'FROM THE STATION AT FORT MYERS, NEAR THE CROSSING OF VAN BUREN AD1420'STREET, 146 FEET NORTH OF AND ACROSS THE TRACK FROM MILEPOST AD1420'X 962, 80 FEET WEST OF THE CENTER OF THE CROSSING, 25.0 FEET AD1420'NORTHWEST OF THE NORTHWEST RAIL, 2 1/2 FEET NORTHEAST OF THE AD1420'FIRST TELEPHONE POLE SOUTHWEST OF THE CROSSING, 1.5 FEET SOUTHWEST AD1420'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE AD1420'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT. AD1420'IN SECTION 8 R 25 E, T 44 S. AD1420 AD1420 STATION RECOVERY (1984) AD1420 AD1420'RECOVERY NOTE BY US POWER SQUADRON 1984 AD1420'MARK NOT FOUND. AD1420 AD1420 STATION RECOVERY (2005) AD1420 AD1420'RECOVERY NOTE BY US POWER SQUADRON 2005 (FTM) AD1420'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AD1434 *********************************************************************** AD1434 TIDAL BM - This is a Tidal Bench Mark. AD1434 DESIGNATION - V 37 AD1434 PID - AD1434 AD1434 STATE/COUNTY- FL/LEE AD1434 USGS QUAD - FORT MYERS (1987) AD1434 AD1434 *CURRENT SURVEY CONTROL AD1434 ___________________________________________________________________ AD1434* NAD 83(1986)- 26 38 32. (N) 081 52 14. (W) SCALED AD1434* NAVD 88 - 3.137 (meters) 10.29 (feet) ADJUSTED AD1434 ___________________________________________________________________ AD1434 GEOID HEIGHT- -24.17 (meters) GEOID03 AD1434 DYNAMIC HT - 3.132 (meters) 10.28 (feet) COMP AD1434 MODELED GRAV- 979,074.0 (mgal) NAVD 88 AD1434 AD1434 VERT ORDER - SECOND CLASS I AD1434 AD1434.The horizontal coordinates were scaled from a topographic map and have AD1434.an estimated accuracy of +/- 6 seconds. AD1434 AD1434.The orthometric height was determined by differential leveling AD1434.and adjusted by the National Geodetic Survey in January 2005. AD1434.No vertical observational check was made to the station. AD1434 AD1434.This Tidal Bench Mark is designated as VM 734 AD1434.by the Center for Operational Oceanographic Products and Services. AD1434 AD1434.The geoid height was determined by GEOID03. AD1434 AD1434.The dynamic height is computed by dividing the NAVD 88 AD1434.geopotential number by the normal gravity value computed on the AD1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD1434.degrees latitude (g = 980.6199 gals.). AD1434 AD1434.The modeled gravity was interpolated from observed gravity values. AD1434 AD1434; North East Units Estimated Accuracy AD1434;SPC FL W - 255,770. 212,890. MT (+/- 180 meters Scaled) AD1434 AD1434 SUPERSEDED SURVEY CONTROL AD1434 AD1434 NAVD 88 (09/04/92) 3.135 (m) 10.29 (f) UNKNOWN 1 2 AD1434 NAVD 88 (06/15/91) 3.132 (m) 10.28 (f) UNKNOWN 1 2 AD1434 NGVD 29 (09/01/92) 3.493 (m) 11.46 (f) ADJUSTED 1 2 AD1434 AD1434.Superseded values are not recommended for survey control. AD1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1434.See file dsdata.txt to determine how the superseded data were derived. AD1434 AD1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK133471(NAD 83) AD1434_MARKER: DB = BENCH MARK DISK AD1434_SETTING: 31 = BALUSTRADE AD1434_STAMPING: V 37 FORT MYERS 1932 11.460 AD1434_MARK LOGO: CGS AD1434_MAGNETIC: N = NO MAGNETIC MATERIAL AD1434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD1434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AD1434+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005 AD1434 AD1434 HISTORY - Date Condition Report By AD1434 HISTORY - 1932 MONUMENTED CGS AD1434 HISTORY - 1965 GOOD NGS AD1434 HISTORY - 1974 GOOD NGS AD1434 HISTORY - 1984 GOOD FLDNR AD1434 HISTORY - 1989 GOOD USPSQD AD1434 HISTORY - 1990 GOOD USPSQD AD1434 HISTORY - 19910430 GOOD USPSQD AD1434 HISTORY - 19920402 GOOD NGS AD1434 HISTORY - 19980112 GOOD USPSQD AD1434 HISTORY - 20010426 GOOD NOS AD1434 HISTORY - 20050207 GOOD USPSQD AD1434 AD1434 STATION DESCRIPTION AD1434 AD1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AD1434'AT FORT MYERS. AD1434'AT FORT MYERS, IN SECTION 13, R 24 E, T 44 S, AT THE LEE AD1434'COUNTY COURTHOUSE, NEAR THE INTERSECTION OF MAIN STREET AND AD1434'MONROE STREET, SET VERTICALLY IN THE NORTH FACE OF THE STONE AD1434'BANISTER AT WEST SIDE OF THE NORTH ENTRANCE OF THE OLD PORTION AD1434'OF THE BUILDING, 105 FEET EAST OF THE EAST CURB OF MONROE STREET, AD1434'92.5 FEET SOUTH OF THE SOUTH CURB OF MAIN STREET, 32 FEET WEST AD1434'OF THE CENTER OF THE NORTH ENTRANCE OF THE BUILDING, 20 FEET AD1434'NORTH OF THE NORTH WALL OF THE BUILDING AND ABOUT 1 FOOT ABOVE AD1434'THE LEVEL OF THE SIDEWALK. AD1434 AD1434 STATION RECOVERY (1974) AD1434 AD1434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 AD1434'RECOVERED IN GOOD CONDITION. AD1434 AD1434 STATION RECOVERY (1984) AD1434 AD1434'RECOVERY NOTE BY FL DEPT OF NAT RES 1984 AD1434'RECOVERED IN GOOD CONDITION. AD1434 AD1434 STATION RECOVERY (1989) AD1434 AD1434'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWM) AD1434'RECOVERED IN GOOD CONDITION. AD1434 AD1434 STATION RECOVERY (1990) AD1434 AD1434'RECOVERY NOTE BY US POWER SQUADRON 1990 (TN) AD1434'RECOVERED IN GOOD CONDITION. AD1434 AD1434 STATION RECOVERY (1991) AD1434 AD1434'RECOVERY NOTE BY US POWER SQUADRON 1991 (VSR) AD1434'RECOVERED IN GOOD CONDITION. AD1434 AD1434 STATION RECOVERY (1992) AD1434 AD1434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD1434'IN FORT MYERS, AT THE INTERSECTION OF MAIN AND MONROE STREETS, SET AD1434'VERTICALLY IN THE NORTHWEST FACE OF THE SOUTHWEST BALUSTRADE OF THE AD1434'NORTHWEST ENTRANCE OF THE COUNTY COURTHOUSE, 36.7 M (120.4 FT) AD1434'NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF MONROE STREET, AD1434'34.7 M (113.8 FT) SOUTHEAST OF THE CENTERLINE OF MAIN STREET, 9.7 M AD1434'(31.8 FT) SOUTHWEST OF THE CENTER OF THE ENTRANCE, 0.3 M (1.0 FT) AD1434'ABOVE THE GROUND SURFACE, 0.2 M (0.7 FT) NORTHEAST OF THE SOUTHWEST AD1434'CORNER OF THE BALUSTRADE. AD1434 AD1434 STATION RECOVERY (1998) AD1434 AD1434'RECOVERY NOTE BY US POWER SQUADRON 1998 AD1434'RECOVERED IN GOOD CONDITION. AD1434 AD1434 STATION RECOVERY (2001) AD1434 AD1434'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ) AD1434'RECOVERED AS DESCRIBED. AD1434 AD1434 STATION RECOVERY (2005) AD1434 AD1434'RECOVERY NOTE BY US POWER SQUADRON 2005 (FMS) AD1434'THE BENCHMARK WAS RECOVERED ON THE VERTICAL FACE OF THE BALUSER WALL AD1434'OF THE COUNTY COURTHOUSE AT MAIN AND BROADWAY STREETS. THE WALL FACES AD1434'NORTH TOWARD MAIN ST. AND THE MARK IS AT THE WEST END OF THE WALL AD1434'ABOUT 1.5FT ABOVE THE GROUND. THE SATELLITE VIEW IS BLOCKED BY TREES. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AD1428 *********************************************************************** AD1428 DESIGNATION - X 246 AD1428 PID - AD1428 AD1428 STATE/COUNTY- FL/LEE AD1428 USGS QUAD - FORT MYERS (1987) AD1428 AD1428 *CURRENT SURVEY CONTROL AD1428 ___________________________________________________________________ AD1428* NAD 83(1986)- 26 38 00. (N) 081 51 37. (W) SCALED AD1428* NAVD 88 - 4.906 (meters) 16.10 (feet) ADJUSTED AD1428 ___________________________________________________________________ AD1428 GEOID HEIGHT- -24.18 (meters) GEOID03 AD1428 DYNAMIC HT - 4.899 (meters) 16.07 (feet) COMP AD1428 MODELED GRAV- 979,072.3 (mgal) NAVD 88 AD1428 AD1428 VERT ORDER - FIRST CLASS I AD1428 AD1428.The horizontal coordinates were scaled from a topographic map and have AD1428.an estimated accuracy of +/- 6 seconds. AD1428 AD1428.The orthometric height was determined by differential leveling AD1428.and adjusted by the National Geodetic Survey in September 1992. AD1428 AD1428.The geoid height was determined by GEOID03. AD1428 AD1428.The dynamic height is computed by dividing the NAVD 88 AD1428.geopotential number by the normal gravity value computed on the AD1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD1428.degrees latitude (g = 980.6199 gals.). AD1428 AD1428.The modeled gravity was interpolated from observed gravity values. AD1428 AD1428; North East Units Estimated Accuracy AD1428;SPC FL W - 254,790. 213,910. MT (+/- 180 meters Scaled) AD1428 AD1428 SUPERSEDED SURVEY CONTROL AD1428 AD1428 NAVD 88 (06/15/91) 4.893 (m) 16.05 (f) UNKNOWN 1 1 AD1428 NGVD 29 (09/01/92) 5.265 (m) 17.27 (f) ADJUSTED 1 1 AD1428 AD1428.Superseded values are not recommended for survey control. AD1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1428.See file dsdata.txt to determine how the superseded data were derived. AD1428 AD1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK143461(NAD 83) AD1428_MARKER: DB = BENCH MARK DISK AD1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD1428_STAMPING: X 246 1965 AD1428_MARK LOGO: CGS AD1428_MAGNETIC: N = NO MAGNETIC MATERIAL AD1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD1428+STABILITY: SURFACE MOTION AD1428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AD1428+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005 AD1428 AD1428 HISTORY - Date Condition Report By AD1428 HISTORY - 1965 MONUMENTED CGS AD1428 HISTORY - 1984 GOOD USPSQD AD1428 HISTORY - 19920407 GOOD NGS AD1428 HISTORY - 19971202 GOOD USPSQD AD1428 HISTORY - 19980112 GOOD USPSQD AD1428 HISTORY - 20031016 GOOD USPSQD AD1428 HISTORY - 20050207 GOOD USPSQD AD1428 AD1428 STATION DESCRIPTION AD1428 AD1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 AD1428'AT FORT MYERS. AD1428'AT FORT MYERS, IN SECTION 24, R 24 E, T 44 S, AT THE INTERSECTION AD1428'OF EVANS AVENUE AND EDISON AVENUE, ALSO AT THE CROSSING OF THE AD1428'ATLANTIC COAST LINE RAILROAD AND EVANS AVENUE, 137 FEET SOUTH AD1428'OF THE CENTER LINE OF EDISON AVENUE, 106 FEET EAST OF AND ACROSS AD1428'THE TRACK FROM THE CENTER LINE OF EVANS AVENUE, 62 FEET EAST AD1428'OF THE EAST RAIL OF THE MAIN TRACK, 2.2 FEET SOUTH OF THE AD1428'NORTHWEST CORNER OF THE STEEL FENCE AROUND THE STANDARD OIL AD1428'BULK PLANT, 1 FOOT WEST OF THE NORTH-SOUTH FENCE LINE, 1.2 FEET AD1428'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH EDISON AVENUE AD1428'AND IS A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT. AD1428 AD1428 STATION RECOVERY (1984) AD1428 AD1428'RECOVERY NOTE BY US POWER SQUADRON 1984 AD1428'RECOVERED IN GOOD CONDITION. AD1428 AD1428 STATION RECOVERY (1992) AD1428 AD1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD1428'IN FORT MYERS, AT THE INTERSECTION OF EDISON AND EVANS AVENUES, AT AD1428'THE NORTHWEST CORNER OF THE CHAIN-LINK FENCE SURROUNDING A CHEVRON AD1428'BULK PLANT, 41.8 M (137.1 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE AD1428'OF EDISON AVENUE, 32.4 M (106.3 FT) EAST OF THE CENTERLINE OF EVANS AD1428'AVENUE, 22.9 M (75.1 FT) WEST OF THE CENTER OF THE ENTRANCE ROAD TO AD1428'THE PLANT, 18.8 M (61.7 FT) EAST OF THE NEAR RAIL OF THE SEMINOLE AD1428'GULF RAILROAD, 0.7 M (2.3 FT) SOUTH-SOUTHEAST OF THE NORTHWEST CORNER AD1428'OF THE FENCE, 0.4 M (1.3 FT) NORTH-NORTHWEST OF A WITNESS POST, 0.3 M AD1428'(1.0 FT) WEST OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND AD1428'SURFACE. AD1428 AD1428 STATION RECOVERY (1997) AD1428 AD1428'RECOVERY NOTE BY US POWER SQUADRON 1997 AD1428'RECOVERED IN GOOD CONDITION. AD1428 AD1428 STATION RECOVERY (1998) AD1428 AD1428'RECOVERY NOTE BY US POWER SQUADRON 1998 AD1428'RECOVERED IN GOOD CONDITION. AD1428 AD1428 STATION RECOVERY (2003) AD1428 AD1428'RECOVERY NOTE BY US POWER SQUADRON 2003 AD1428'RECOVERED IN GOOD CONDITION. AD1428 AD1428 STATION RECOVERY (2005) AD1428 AD1428'RECOVERY NOTE BY US POWER SQUADRON 2005 (FMS) AD1428'THE BENCHMARK IS SET IN A 9 INCH IRON PIPE ABOUT 0.7FT ABOVE THE AD1428'GROUND. THERE IS A WITNESS POST ATTACHED TO A CHAIN LINK FENCE 0.8FT AD1428'TO THE SE. THE WITNESS POST IS 75FT W OF MAIN ENTRANCE TO BULK PLANT AD1428'AND IS AT THE CORNER OF EVANS AND EDISON STREETS. THE CHAIN LINK FENCE AD1428'BLOCKS THE SATELLITE VIEW. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AD1427 *********************************************************************** AD1427 DESIGNATION - Y 246 AD1427 PID - AD1427 AD1427 STATE/COUNTY- FL/LEE AD1427 USGS QUAD - FORT MYERS (1987) AD1427 AD1427 *CURRENT SURVEY CONTROL AD1427 ___________________________________________________________________ AD1427* NAD 83(1986)- 26 38 27. (N) 081 51 36. (W) SCALED AD1427* NAVD 88 - 4.556 (meters) 14.95 (feet) ADJUSTED AD1427 ___________________________________________________________________ AD1427 GEOID HEIGHT- -24.19 (meters) GEOID03 AD1427 DYNAMIC HT - 4.548 (meters) 14.92 (feet) COMP AD1427 MODELED GRAV- 979,073.1 (mgal) NAVD 88 AD1427 AD1427 VERT ORDER - FIRST CLASS I AD1427 AD1427.The horizontal coordinates were scaled from a topographic map and have AD1427.an estimated accuracy of +/- 6 seconds. AD1427 AD1427.The orthometric height was determined by differential leveling AD1427.and adjusted by the National Geodetic Survey in September 1992. AD1427 AD1427.The geoid height was determined by GEOID03. AD1427 AD1427.The dynamic height is computed by dividing the NAVD 88 AD1427.geopotential number by the normal gravity value computed on the AD1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD1427.degrees latitude (g = 980.6199 gals.). AD1427 AD1427.The modeled gravity was interpolated from observed gravity values. AD1427 AD1427; North East Units Estimated Accuracy AD1427;SPC FL W - 255,620. 213,940. MT (+/- 180 meters Scaled) AD1427 AD1427 SUPERSEDED SURVEY CONTROL AD1427 AD1427 NAVD 88 (06/15/91) 4.556 (m) 14.95 (f) UNKNOWN 1 1 AD1427 NGVD 29 (09/01/92) 4.914 (m) 16.12 (f) ADJUSTED 1 1 AD1427 AD1427.Superseded values are not recommended for survey control. AD1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1427.See file dsdata.txt to determine how the superseded data were derived. AD1427 AD1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK144469(NAD 83) AD1427_MARKER: DB = BENCH MARK DISK AD1427_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AD1427_STAMPING: Y 246 1965 AD1427_MARK LOGO: CGS AD1427_PROJECTION: FLUSH AD1427_MAGNETIC: I = MARKER IS A STEEL ROD AD1427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AD1427+STABILITY: POSITION/ELEVATION WELL AD1427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AD1427+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005 AD1427_ROD/PIPE-DEPTH: 30.3 meters AD1427 AD1427 HISTORY - Date Condition Report By AD1427 HISTORY - 1965 MONUMENTED CGS AD1427 HISTORY - 1975 GOOD FLDT AD1427 HISTORY - 1984 GOOD USPSQD AD1427 HISTORY - 19920407 GOOD NGS AD1427 HISTORY - 19971202 GOOD USPSQD AD1427 HISTORY - 19980112 GOOD USPSQD AD1427 HISTORY - 20050118 GOOD USPSQD AD1427 AD1427 STATION DESCRIPTION AD1427 AD1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 AD1427'AT FORT MYERS. AD1427'AT FORT MYERS, ALONG THE ATLANTIC COAST LINE RAILROAD, NEAR THE AD1427'CROSSING OF ANDERSON AVENUE, ABOUT 0.8 MILE NORTHEAST OF THE AD1427'RAILROAD STATION, 75 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE AD1427'MAIN TRACK AND AT THE CROSSING OF ANDERSON AVENUE, 43 FEET EAST AD1427'OF THE CENTER LINE OF EVANS AVENUE, 13.0 FEET SOUTH OF THE SOUTH AD1427'CURB OF ANDERSON AVENUE, 27.6 FEET EAST OF THE NORTHWEST CORNER AD1427'OF A STEEL FENCE AROUND THE CITY WATER WORKS, 1.6 FEET AD1427'NORTH-NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE AD1427'SIDEWALK AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD AD1427'PROJECTING 0.1 FOOT AND PROTECTED BY A 4 INCH IRON PIPE AD1427'PROJECTING 0.1 FOOT. THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH AD1427'OF 99.5 FEET. AD1427 AD1427 STATION RECOVERY (1975) AD1427 AD1427'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AD1427'RECOVERED IN GOOD CONDITION. AD1427 AD1427 STATION RECOVERY (1984) AD1427 AD1427'RECOVERY NOTE BY US POWER SQUADRON 1984 AD1427'DESCRIPTION IS CURRENT EXCEPT MARK IS SURROUNDED BY PIECE OF 8' PCV AD1427'PIPE EXTENDING APPROX 2' ABOVE MARK. MARK IS APPROX 2' BELOW GROUND AD1427'LEVEL. WITNESS SIGN IS CUT IN TWO AND PART IS MISSING. AD1427 AD1427 STATION RECOVERY (1992) AD1427 AD1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD1427'IN FORT MYERS, AT THE INTERSECTION OF D0CTOR MARTIN LUTHER KING AD1427'JUNIOR BOULEVARD AND EVANS AVENUE, IN THE NORTHWEST CORNER OF THE AD1427'LAWN OF THE FORT MYERS WATER PLANT, 27.7 M (90.9 FT) WEST OF THE AD1427'CENTER OF A GATE, 13.2 M (43.3 FT) EAST OF THE CENTERLINE OF THE AD1427'AVENUE, 8.5 M (27.9 FT) SOUTH OF THE CENTERLINE OF THE BOULEVARD, 5.4 AD1427'M (17.7 FT) WEST-NORTHWEST OF UTILITY LIGHT POLE NUMBER 55917 1270 AD1427'01, 0.4 M (1.3 FT) NORTH OF A CHAIN-LINK FENCE, 0.2 M (0.7 FT) NORTH AD1427'OF A WITNESS POST, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE AD1427'BOULEVARD. NOTE--THE DISK IS ENCASED IN A 6-INCH PVC PIPE AND IS AD1427'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE. AD1427 AD1427 STATION RECOVERY (1997) AD1427 AD1427'RECOVERY NOTE BY US POWER SQUADRON 1997 AD1427'RECOVERED IN GOOD CONDITION. AD1427 AD1427 STATION RECOVERY (1998) AD1427 AD1427'RECOVERY NOTE BY US POWER SQUADRON 1998 AD1427'RECOVERED IN GOOD CONDITION. AD1427 AD1427 STATION RECOVERY (2005) AD1427 AD1427'RECOVERY NOTE BY US POWER SQUADRON 2005 (FTM) AD1427'THE MARK IS ON THE N SIDE OF AN OLD WATER TREATMENT PLANT.THE WITNESS AD1427'POST IS WIRED TO A CHAIN-LINK FENCE 11 FT S OF SIDEWALK ALONG MARTIN AD1427'LUTHER KING JR BLVD. THE MARK IS WITHIN A PVC PIPE 0.5FT BELOW THE AD1427'SURFACE AND O.8FT N OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AD1430 *********************************************************************** AD1430 DESIGNATION - Z 247 AD1430 PID - AD1430 AD1430 STATE/COUNTY- FL/LEE AD1430 USGS QUAD - FORT MYERS (1987) AD1430 AD1430 *CURRENT SURVEY CONTROL AD1430 ___________________________________________________________________ AD1430* NAD 83(1986)- 26 37 34. (N) 081 51 36. (W) SCALED AD1430* NAVD 88 - 5.015 (meters) 16.45 (feet) ADJUSTED AD1430 ___________________________________________________________________ AD1430 GEOID HEIGHT- -24.18 (meters) GEOID03 AD1430 DYNAMIC HT - 5.007 (meters) 16.43 (feet) COMP AD1430 MODELED GRAV- 979,071.6 (mgal) NAVD 88 AD1430 AD1430 VERT ORDER - FIRST CLASS I AD1430 AD1430.The horizontal coordinates were scaled from a topographic map and have AD1430.an estimated accuracy of +/- 6 seconds. AD1430 AD1430.The orthometric height was determined by differential leveling AD1430.and adjusted by the National Geodetic Survey in September 1992. AD1430 AD1430.The geoid height was determined by GEOID03. AD1430 AD1430.The dynamic height is computed by dividing the NAVD 88 AD1430.geopotential number by the normal gravity value computed on the AD1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD1430.degrees latitude (g = 980.6199 gals.). AD1430 AD1430.The modeled gravity was interpolated from observed gravity values. AD1430 AD1430; North East Units Estimated Accuracy AD1430;SPC FL W - 253,990. 213,940. MT (+/- 180 meters Scaled) AD1430 AD1430 SUPERSEDED SURVEY CONTROL AD1430 AD1430 NAVD 88 (06/15/91) 5.000 (m) 16.40 (f) UNKNOWN 1 1 AD1430 NGVD 29 (09/01/92) 5.374 (m) 17.63 (f) ADJUSTED 1 1 AD1430 AD1430.Superseded values are not recommended for survey control. AD1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1430.See file dsdata.txt to determine how the superseded data were derived. AD1430 AD1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK143453(NAD 83) AD1430_MARKER: DD = SURVEY DISK AD1430_SETTING: 32 = HEADWALL AD1430_STAMPING: Z 247 AD1430_MARK LOGO: FLDT AD1430_MAGNETIC: N = NO MAGNETIC MATERIAL AD1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD1430+STABILITY: SURFACE MOTION AD1430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AD1430+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005 AD1430 AD1430 HISTORY - Date Condition Report By AD1430 HISTORY - UNK MONUMENTED FLDT AD1430 HISTORY - 1965 GOOD NGS AD1430 HISTORY - 1984 GOOD USPSQD AD1430 HISTORY - 19920407 GOOD NGS AD1430 HISTORY - 19971202 GOOD USPSQD AD1430 HISTORY - 19980112 GOOD USPSQD AD1430 HISTORY - 20031016 GOOD USPSQD AD1430 HISTORY - 20050207 GOOD USPSQD AD1430 AD1430 STATION DESCRIPTION AD1430 AD1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AD1430'AT FORT MYERS. AD1430'AT FORT MYERS, AT THE INTERSECTION OF EVANS AVENUE AND CANAL AD1430'STREET, SET IN THE TOP, DIRECTLY IN THE CENTER OF THE WEST HEAD AD1430'WALL FOR A 10-FOOT CONCRETE BOX CULVERT OVER A CANAL AND UNDER AD1430'EVANS AVENUE, 35 FEET SOUTH OF THE CENTER LINE OF CANAL STREET, AD1430'16 FEET WEST OF THE CENTER LINE OF EVANS AVENUE AND ABOUT 1 FOOT AD1430'ABOVE THE LEVEL OF THE STREET. IN SECTION 24, R 24 E, T 44 S. AD1430 AD1430 STATION RECOVERY (1984) AD1430 AD1430'RECOVERY NOTE BY US POWER SQUADRON 1984 AD1430'RECOVERED IN GOOD CONDITION. AD1430 AD1430 STATION RECOVERY (1992) AD1430 AD1430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD1430'IN FORT MYERS, AT THE INTERSECTION OF EVANS AVENUE AND CANAL STREET, AD1430'IN TOP OF AND 1.5 M (4.9 FT) SOUTH OF THE NORTH END OF THE WEST AD1430'CONCRETE HEADWALL OF A BOX CULVERT, 10.7 M (35.1 FT) SOUTH OF THE AD1430'CENTERLINE OF THE STREET, 9.0 M (29.5 FT) NORTH OF THE CENTER OF A AD1430'DRIVEWAY LEADING TO DICK HILLMANS AUTO CARE, 4.9 M (16.1 FT) WEST OF AD1430'THE CENTERLINE OF THE AVENUE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF AD1430'THE AVENUE. AD1430 AD1430 STATION RECOVERY (1997) AD1430 AD1430'RECOVERY NOTE BY US POWER SQUADRON 1997 AD1430'RECOVERED IN GOOD CONDITION. AD1430 AD1430 STATION RECOVERY (1998) AD1430 AD1430'RECOVERY NOTE BY US POWER SQUADRON 1998 AD1430'RECOVERED IN GOOD CONDITION. AD1430 AD1430 STATION RECOVERY (2003) AD1430 AD1430'RECOVERY NOTE BY US POWER SQUADRON 2003 AD1430'RECOVERED IN GOOD CONDITION. AD1430 AD1430 STATION RECOVERY (2005) AD1430 AD1430'RECOVERY NOTE BY US POWER SQUADRON 2005 (FMS) AD1430'THE BENCHMARK IS A FLORIDA S. R. D. BRONZE DISC SET FLUSH IN A AD1430'CONCRETE HEADWALL OF A CULVERT OVER A CANAL, 01.2FT ABOVE THE STREET AD1430'LEVEL, ON THE WEST SIDW OF EVANS ST. AT CANAL ST. THE SATELLITE VIEW AD1430'IS BLOCKED BY THE GUARD RAIL ON THE CULVERT.