1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD8662 *********************************************************************** AD8662 DESIGNATION - 1 05 44 26 AD8662 PID - AD8662 AD8662 STATE/COUNTY- FL/LEE AD8662 USGS QUAD - OLGA (1987) AD8662 AD8662 *CURRENT SURVEY CONTROL AD8662 ___________________________________________________________________ AD8662* NAD 83(1999)- 26 40 54.07039(N) 081 43 55.47925(W) ADJUSTED AD8662* NAVD 88 - 3.2 (meters) 10. (feet) GPS OBS AD8662 ___________________________________________________________________ AD8662 X - 820,073.943 (meters) COMP AD8662 Y - -5,643,519.784 (meters) COMP AD8662 Z - 2,846,736.402 (meters) COMP AD8662 LAPLACE CORR- -1.25 (seconds) DEFLEC99 AD8662 ELLIP HEIGHT- -21.18 (meters) (07/06/01) GPS OBS AD8662 GEOID HEIGHT- -24.31 (meters) GEOID99 AD8662 AD8662 HORZ ORDER - FIRST AD8662 ELLP ORDER - FOURTH CLASS II AD8662 AD8662.The horizontal coordinates were established by GPS observations AD8662.and adjusted by the National Geodetic Survey in July 2001. AD8662 AD8662.The orthometric height was determined by GPS observations and a AD8662.high-resolution geoid model. AD8662 AD8662.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8662 AD8662.The Laplace correction was computed from DEFLEC99 derived deflections. AD8662 AD8662.The ellipsoidal height was determined by GPS observations AD8662.and is referenced to NAD 83. AD8662 AD8662.The geoid height was determined by GEOID99. AD8662 AD8662; North East Units Scale Converg. AD8662;SPC FL W - 260,164.629 226,665.567 MT 0.99994995 +0 07 13.1 AD8662;UTM 17 - 2,951,388.814 427,162.205 MT 0.99966550 -0 19 43.5 AD8662 AD8662 SUPERSEDED SURVEY CONTROL AD8662 AD8662 NAD 83(1990)- 26 40 54.06839(N) 081 43 55.47853(W) AD( ) 1 AD8662 ELLIP H (11/12/93) -21.12 (m) GP( ) 4 1 AD8662 AD8662.Superseded values are not recommended for survey control. AD8662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8662.See file dsdata.txt to determine how the superseded data were derived. AD8662 AD8662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2716251389(NAD 83) AD8662_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION AD8662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8662_STAMPING: GPS 1 05 44 26 9088 1990 AD8662_MARK LOGO: DENI AD8662_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8662+STABILITY: SURFACE MOTION AD8662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8662+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1991 AD8662 AD8662 HISTORY - Date Condition Report By AD8662 HISTORY - 1990 MONUMENTED DENI AD8662 HISTORY - 19910106 GOOD AD8662 HISTORY - 19971106 GOOD USPSQD AD8662 HISTORY - 20031031 GOOD USPSQD AD8662 AD8662 STATION DESCRIPTION AD8662 AD8662'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990 AD8662'STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 5, TWP 44S, RGE AD8662'26E, 8.9 MI (14.3 KM) EAST NORTHEAST OF FORT MYERS, IN BUCKINGHAM, AD8662'4.1 MI (6.6 KM) EAST OF THE JUNCTION OF I-75 AND STATE ROUTE 80/PALM AD8662'BEACH BOULEVARD, EXIT 25. AD8662'TO REACH STATION FROM THE JUNCTION OF I-75 AND STATE ROUTE 80/PALM AD8662'BEACH BOULEVARD, GO EAST NORTHEAST 2.7 MI (4.3 KM) ON STATE ROUTE 80 AD8662'TO THE JUNCTION WITH STATE ROUTE 31, THEN CONTINUE EAST NORTHEAST 2.5 AD8662'MI (4.0 KM) ON STATE ROUTE 80 TO BUCKINGHAM ROAD, THEN SOUTHERLY 2.15 AD8662'MI (3.46 KM) ON BUCKINGHAM ROAD TO THE BUCKINGHAM PRESBYTERIAN CHURCH AD8662'AND THE STATION ON THE LEFT IN THE SOUTHEAST QUADRANT OF BUCKINGHAM AD8662'ROAD AND THE PAVED CHURCH DRIVEWAY. STATION IS ALSO LOCATED 0.4 MI AD8662'(0.6 KM) NORTH OF THE JUNCTION OF ORANGE RIVER BOULEVARD AND AD8662'BUCKINGHAM ROAD. AD8662'STATION IS 31.6 FT (9.6 M) EAST OF THE CENTERLINE OF BUCKINGHAM ROAD, AD8662'24.2 FT (7.4 M) SOUTH OF THE CENTERLINE OF THE CHURCH DRIVEWAY, 54.2 AD8662'FT (16.5 M) NORTHWEST OF THE NORTHWEST CORNER OF THE NORTH END OF A AD8662'CHURCH SIGN WALL, 136 FT (41.5 M) NORTH OF A BARBED WIRE FENCE, AND AD8662'5.1 FT (1.6 M) SOUTH OF A WITNESS POST. AD8662'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK AD8662'DISK SET IN TOP OF AN 8 INCH ROUND CONCRETE MONUMENT, 2 INCHES BELOW AD8662'GROUND LEVEL. AD8662 AD8662 STATION RECOVERY (1991) AD8662 AD8662'RECOVERED 1991 AD8662'RECOVERED IN GOOD CONDITION. AD8662 AD8662 STATION RECOVERY (1997) AD8662 AD8662'RECOVERY NOTE BY US POWER SQUADRON 1997 AD8662'RECOVERED IN GOOD CONDITION. AD8662 AD8662 STATION RECOVERY (2003) AD8662 AD8662'RECOVERY NOTE BY US POWER SQUADRON 2003 AD8662'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD1555 *********************************************************************** AD1555 DESIGNATION - A F 2 AD1555 PID - AD1555 AD1555 STATE/COUNTY- FL/LEE AD1555 USGS QUAD - FORT MYERS SW (1987) AD1555 AD1555 *CURRENT SURVEY CONTROL AD1555 ___________________________________________________________________ AD1555* NAD 83(1986)- 26 36 42. (N) 081 53 03. (W) SCALED AD1555* NAVD 88 - 3.343 (meters) 10.97 (feet) ADJUSTED AD1555 ___________________________________________________________________ AD1555 GEOID HEIGHT- -24.02 (meters) GEOID99 AD1555 DYNAMIC HT - 3.338 (meters) 10.95 (feet) COMP AD1555 MODELED GRAV- 979,072.2 (mgal) NAVD 88 AD1555 AD1555 VERT ORDER - FIRST CLASS I AD1555 AD1555.The horizontal coordinates were scaled from a topographic map and have AD1555.an estimated accuracy of +/- 6 seconds. AD1555 AD1555.The orthometric height was determined by differential leveling AD1555.and adjusted by the National Geodetic Survey in June 1991. AD1555 AD1555.The geoid height was determined by GEOID99. AD1555 AD1555.The dynamic height is computed by dividing the NAVD 88 AD1555.geopotential number by the normal gravity value computed on the AD1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD1555.degrees latitude (g = 980.6199 gals.). AD1555 AD1555.The modeled gravity was interpolated from observed gravity values. AD1555 AD1555; North East Units Estimated Accuracy AD1555;SPC FL W - 252,380. 211,540. MT (+/- 180 meters Scaled) AD1555 AD1555 SUPERSEDED SURVEY CONTROL AD1555 AD1555 NGVD 29 (??/??/92) 3.704 (m) 12.15 (f) ADJ UNCH 1 1 AD1555 AD1555.Superseded values are not recommended for survey control. AD1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1555.See file dsdata.txt to determine how the superseded data were derived. AD1555 AD1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK119437(NAD 83) AD1555_MARKER: DD = SURVEY DISK AD1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD1555_STAMPING: A F 2 AD1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD1555+STABILITY: SURFACE MOTION AD1555 AD1555 HISTORY - Date Condition Report By AD1555 HISTORY - UNK MONUMENTED FLGS AD1555 HISTORY - 1965 GOOD NGS AD1555 HISTORY - 1974 GOOD NGS AD1555 HISTORY - 1987 GOOD USPSQD AD1555 HISTORY - 19980312 GOOD USPSQD AD1555 HISTORY - 19990105 MARK NOT FOUND USPSQD AD1555 HISTORY - 20031016 MARK NOT FOUND USPSQD AD1555 AD1555 STATION DESCRIPTION AD1555 AD1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AD1555'AT FORT MYERS. AD1555'AT FORT MYERS, ABOUT 2.4 MILES SOUTHWEST AND SOUTH ALONG STATE AD1555'HIGHWAY 867 FROM THE COURTHOUSE, NEAR THE JUNCTION OF GASPARILLA AD1555'DRIVE, 227 FEET NORTH OF THE NORTH END OF A CULVERT OVER A CANAL, AD1555'IN SECTION 26, R 24 E, T 44 S, 27 FEET NORTH OF THE EXTENDED AD1555'CENTER LINE OF THE DRIVE, 43 FEET EAST OF THE CENTER LINE OF THE AD1555'HIGHWAY, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT AD1555'BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK IN THE TOP OF A AD1555'CONCRETE POST PROJECTING 0.2 FOOT AD1555 AD1555 STATION RECOVERY (1974) AD1555 AD1555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 AD1555'RECOVERED IN GOOD CONDITION. AD1555 AD1555 STATION RECOVERY (1987) AD1555 AD1555'RECOVERY NOTE BY US POWER SQUADRON 1987 (FOW) AD1555'RECOVERED IN GOOD CONDITION. AD1555 AD1555 STATION RECOVERY (1998) AD1555 AD1555'RECOVERY NOTE BY US POWER SQUADRON 1998 AD1555'RECOVERED IN GOOD CONDITION. AD1555 AD1555 STATION RECOVERY (1999) AD1555 AD1555'RECOVERY NOTE BY US POWER SQUADRON 1999 AD1555'MARK NOT FOUND. AD1555 AD1555 STATION RECOVERY (2003) AD1555 AD1555'RECOVERY NOTE BY US POWER SQUADRON 2003 AD1555'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD1534 *********************************************************************** AD1534 DESIGNATION - A F 3 AD1534 PID - AD1534 AD1534 STATE/COUNTY- FL/LEE AD1534 USGS QUAD - FORT MYERS NW (1987) AD1534 AD1534 *CURRENT SURVEY CONTROL AD1534 ___________________________________________________________________ AD1534* NAD 83(1986)- 26 37 34. (N) 081 53 02. (W) SCALED AD1534* NAVD 88 - 2.207 (meters) 7.24 (feet) ADJUSTED AD1534 ___________________________________________________________________ AD1534 GEOID HEIGHT- -24.03 (meters) GEOID99 AD1534 DYNAMIC HT - 2.204 (meters) 7.23 (feet) COMP AD1534 MODELED GRAV- 979,073.5 (mgal) NAVD 88 AD1534 AD1534 VERT ORDER - FIRST CLASS I AD1534 AD1534.The horizontal coordinates were scaled from a topographic map and have AD1534.an estimated accuracy of +/- 6 seconds. AD1534 AD1534.The orthometric height was determined by differential leveling AD1534.and adjusted by the National Geodetic Survey in June 1991. AD1534 AD1534.The geoid height was determined by GEOID99. AD1534 AD1534.The dynamic height is computed by dividing the NAVD 88 AD1534.geopotential number by the normal gravity value computed on the AD1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD1534.degrees latitude (g = 980.6199 gals.). AD1534 AD1534.The modeled gravity was interpolated from observed gravity values. AD1534 AD1534; North East Units Estimated Accuracy AD1534;SPC FL W - 253,990. 211,560. MT (+/- 180 meters Scaled) AD1534 AD1534 SUPERSEDED SURVEY CONTROL AD1534 AD1534 NGVD 29 (??/??/92) 2.568 (m) 8.43 (f) ADJ UNCH 1 1 AD1534 AD1534.Superseded values are not recommended for survey control. AD1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1534.See file dsdata.txt to determine how the superseded data were derived. AD1534 AD1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK120453(NAD 83) AD1534_MARKER: DD = SURVEY DISK AD1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD1534_STAMPING: A F 3 AD1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD1534+STABILITY: SURFACE MOTION AD1534 AD1534 HISTORY - Date Condition Report By AD1534 HISTORY - UNK MONUMENTED FLGS AD1534 HISTORY - 1965 GOOD NGS AD1534 HISTORY - 1974 GOOD NGS AD1534 HISTORY - 1987 GOOD USPSQD AD1534 HISTORY - 19980112 GOOD USPSQD AD1534 HISTORY - 19980312 GOOD USPSQD AD1534 HISTORY - 20031016 GOOD USPSQD AD1534 AD1534 STATION DESCRIPTION AD1534 AD1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AD1534'AT FORT MYERS. AD1534'AT FORT MYERS, ABOUT 1.4 MILES SOUTHWEST AND SOUTH ALONG STATE AD1534'HIGHWAY 867 FROM THE COURTHOUSE, NEAR THE JUNCTION OF LYNWOOD AD1534'AVENUE, 110 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 23 FEET AD1534'WEST OF THE CENTER LINE OF THE HIGHWAY, 46.0 FEET NORTHEAST AD1534'OF THE NORTHEAST CORNER OF THE HOUSE AT 2774, 6.5 FEET EAST OF AD1534'THE EAST EDGE OF THE SIDEWALK, 3 FEET NORTH-NORTHEAST OF A 18 AD1534'INCH ROYAL PALM TREE WITH A SMALL BLAZE, ABOUT 1 FOOT BELOW THE AD1534'LEVEL OF THE HIGHWAY AND IS A DISK IN THE TOP OF A CONCRETE POST AD1534'THAT IS ABOUT 2 INCHES UNDERGROUND. AD1534 AD1534 STATION RECOVERY (1974) AD1534 AD1534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 AD1534'RECOVERED IN GOOD CONDITION. AD1534 AD1534 STATION RECOVERY (1987) AD1534 AD1534'RECOVERY NOTE BY US POWER SQUADRON 1987 (FOW) AD1534'RECOVERED IN GOOD CONDITION. AD1534 AD1534 STATION RECOVERY (1998) AD1534 AD1534'RECOVERY NOTE BY US POWER SQUADRON 1998 AD1534'RECOVERED IN GOOD CONDITION. AD1534 AD1534 STATION RECOVERY (1998) AD1534 AD1534'RECOVERY NOTE BY US POWER SQUADRON 1998 AD1534'RECOVERED IN GOOD CONDITION. AD1534 AD1534 STATION RECOVERY (2003) AD1534 AD1534'RECOVERY NOTE BY US POWER SQUADRON 2003 AD1534'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD1533 *********************************************************************** AD1533 DESIGNATION - A F 4 AD1533 PID - AD1533 AD1533 STATE/COUNTY- FL/LEE AD1533 USGS QUAD - FORT MYERS NW (1987) AD1533 AD1533 *CURRENT SURVEY CONTROL AD1533 ___________________________________________________________________ AD1533* NAD 83(1986)- 26 37 43. (N) 081 52 59. (W) SCALED AD1533* NAVD 88 - 1.392 (meters) 4.57 (feet) ADJUSTED AD1533 ___________________________________________________________________ AD1533 GEOID HEIGHT- -24.04 (meters) GEOID99 AD1533 DYNAMIC HT - 1.390 (meters) 4.56 (feet) COMP AD1533 MODELED GRAV- 979,073.7 (mgal) NAVD 88 AD1533 AD1533 VERT ORDER - FIRST CLASS I AD1533 AD1533.The horizontal coordinates were scaled from a topographic map and have AD1533.an estimated accuracy of +/- 6 seconds. AD1533 AD1533.The orthometric height was determined by differential leveling AD1533.and adjusted by the National Geodetic Survey in June 1991. AD1533 AD1533.The geoid height was determined by GEOID99. AD1533 AD1533.The dynamic height is computed by dividing the NAVD 88 AD1533.geopotential number by the normal gravity value computed on the AD1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD1533.degrees latitude (g = 980.6199 gals.). AD1533 AD1533.The modeled gravity was interpolated from observed gravity values. AD1533 AD1533; North East Units Estimated Accuracy AD1533;SPC FL W - 254,260. 211,650. MT (+/- 180 meters Scaled) AD1533 AD1533 SUPERSEDED SURVEY CONTROL AD1533 AD1533 NGVD 29 (??/??/92) 1.753 (m) 5.75 (f) ADJ UNCH 1 1 AD1533 AD1533.Superseded values are not recommended for survey control. AD1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1533.See file dsdata.txt to determine how the superseded data were derived. AD1533 AD1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK120456(NAD 83) AD1533_MARKER: DD = SURVEY DISK AD1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD1533_STAMPING: A F 4 AD1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD1533+STABILITY: SURFACE MOTION AD1533 AD1533 HISTORY - Date Condition Report By AD1533 HISTORY - UNK MONUMENTED FLGS AD1533 HISTORY - 1965 GOOD NGS AD1533 HISTORY - 1974 GOOD NGS AD1533 HISTORY - 1987 GOOD USPSQD AD1533 HISTORY - 19980112 MARK NOT FOUND USPSQD AD1533 HISTORY - 19980312 GOOD USPSQD AD1533 HISTORY - 20031016 MARK NOT FOUND USPSQD AD1533 AD1533 STATION DESCRIPTION AD1533 AD1533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AD1533'AT FORT MYERS. AD1533'AT FORT MYERS, ABOUT 1.2 MILES SOUTHWEST ALONG STATE HIGHWAY AD1533'867 FROM THE COURTHOUSE, IN SECTION 23, R 24 E, T 44 S, ABOUT AD1533'0.1 MILE SOUTH OF THE HIGHWAY BRIDGE OVER MANUEL BRANCH, NEAR AD1533'THE INTERSECTION OF EL PRADO AVENUE, 98 FEET SOUTH OF THE CENTER AD1533'OF THE INTERSECTION, 23.5 FEET WEST OF THE CENTER LINE OF THE AD1533'HIGHWAY, 19 1/2 FEET NORTH OF THE CENTER LINE OF THE DRIVE LEADING AD1533'TO HOUSE AT 2654, MIDWAY BETWEEN THE FIRST AND THE SECOND ROYAL AD1533'PALM TREES NORTH OF THE DRIVE, 4.5 FEET EAST OF THE EAST EDGE AD1533'OF THE SIDEWALK, ABOUT LEVEL WITH THE SIDEWALK AND IS A DISK AD1533'IN THE TOP OF A CONCRETE POST THAT IS ABOUT 3 INCHES UNDERGROUND. AD1533'THE TWO PALM TREES HAS SMALL 2 INCH TRIANGULAR BLAZES ON THEM. AD1533 AD1533 STATION RECOVERY (1974) AD1533 AD1533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 AD1533'RECOVERED IN GOOD CONDITION. AD1533 AD1533 STATION RECOVERY (1987) AD1533 AD1533'RECOVERY NOTE BY US POWER SQUADRON 1987 (FOW) AD1533'RECOVERED IN GOOD CONDITION. AD1533 AD1533 STATION RECOVERY (1998) AD1533 AD1533'RECOVERY NOTE BY US POWER SQUADRON 1998 AD1533'MARK NOT FOUND. AD1533 AD1533 STATION RECOVERY (1998) AD1533 AD1533'RECOVERY NOTE BY US POWER SQUADRON 1998 AD1533'RECOVERED IN GOOD CONDITION. AD1533 AD1533 STATION RECOVERY (2003) AD1533 AD1533'RECOVERY NOTE BY US POWER SQUADRON 2003 AD1533'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD7750 *********************************************************************** AD7750 DESIGNATION - AF1 FLGS 1934 AD7750 PID - AD7750 AD7750 STATE/COUNTY- FL/LEE AD7750 USGS QUAD - FORT MYERS SW (1987) AD7750 AD7750 *CURRENT SURVEY CONTROL AD7750 ___________________________________________________________________ AD7750* NAD 83(1990)- 26 36 42.59348(N) 081 53 27.56978(W) ADJUSTED AD7750* NAVD 88 - 0.57 (+/-2cm) 1.9 (feet) VERTCON AD7750 ___________________________________________________________________ AD7750 LAPLACE CORR- -2.26 (seconds) DEFLEC99 AD7750 GEOID HEIGHT- -24.01 (meters) GEOID99 AD7750 AD7750 HORZ ORDER - SECOND AD7750 VERT ORDER - THIRD ? (See Below) AD7750 AD7750.The horizontal coordinates were established by classical geodetic methods AD7750.and adjusted by the National Geodetic Survey in May 1991. AD7750 AD7750.The NAVD 88 height was computed by applying the VERTCON shift value to AD7750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD7750.The vertical order pertains to the NGVD 29 superseded value. AD7750 AD7750.The Laplace correction was computed from DEFLEC99 derived deflections. AD7750 AD7750.The geoid height was determined by GEOID99. AD7750 AD7750; North East Units Scale Converg. AD7750;SPC FL W - 252,401.955 210,855.883 MT 0.99994263 +0 02 55.8 AD7750;UTM 17 - 2,943,752.158 411,296.445 MT 0.99969714 -0 23 56.9 AD7750 AD7750 SUPERSEDED SURVEY CONTROL AD7750 AD7750 NAD 83(1986)- 26 36 42.59288(N) 081 53 27.58325(W) AD( ) 2 AD7750 NAD 27 - 26 36 41.33436(N) 081 53 28.26851(W) AD( ) 2 AD7750 NGVD 29 (07/19/86) 0.93 (m) 3.1 (f) LEVELING 3 AD7750 AD7750.Superseded values are not recommended for survey control. AD7750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD7750.See file dsdata.txt to determine how the superseded data were derived. AD7750 AD7750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1129643752(NAD 83) AD7750_MARKER: DD = SURVEY DISK AD7750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD7750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD7750 AD7750 HISTORY - Date Condition Report By AD7750 HISTORY - 1934 MONUMENTED FLGS AD7750 HISTORY - 1943 GOOD CGS AD7750 HISTORY - 1959 GOOD CGS AD7750 HISTORY - 1988 MARK NOT FOUND USPSQD AD7750 HISTORY - 19980312 MARK NOT FOUND USPSQD AD7750 HISTORY - 20031016 MARK NOT FOUND USPSQD AD7750 AD7750 STATION DESCRIPTION AD7750 AD7750'DESCRIBED BY FLORIDA GEODETIC SURVEY 1934 (JCP) AD7750'THE STATION IS A BRASS DISK SET IN CONCRETE. LOCATED AT THE WEST AD7750'(RIVER) END OF GASPARILLA DRIVE IN YORK MANOR SUB-DIVISION ON THE AD7750'SOUTH SIDE OF THE STREET. THE MONUMENT IS SET AT THE LEVEL OF THE AD7750'GROUND, 30.5 FT. FROM THE SEAWALL AND 53.0 FT. SOUTH OF THE AD7750'CONCRETE FOUNDATION OF THE IRON FENCE BOUNDING THE STADLER AD7750'ESTATE. AD7750' AD7750'THIS STATION IS USED AS A BENCH MARK AND AS A TRAVERSE AD7750'STATION. STAMPED AF 1. AD7750 AD7750 STATION RECOVERY (1943) AD7750 AD7750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KGC) AD7750'STATION RECOVERED AS DESCRIBED WITH THE EXCEPTIONS NOTED BELOW-- AD7750' AD7750'1. A SIX INCH SQUARE CONCRETE MONUMENT WHICH EXTENDS ABOUT 2 AD7750'INCHES ABOVE GROUND, INSTEAD OF A CONCRETE POST FLUSH WITH THE AD7750'GROUND. AD7750' AD7750'NOTE--1934 DESCRIPTION GAVE (ELEV.) 5.038 FEET UNADJUSTED. AD7750 AD7750 STATION RECOVERY (1959) AD7750 AD7750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW) AD7750'RECOVERED IN GOOD CONDITION. AD7750' AD7750'THE DECRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS AND AD7750'ADDITIONS-- AD7750' AD7750'1. THE IRON FENCE NO LONGER EXISTS. AD7750' AD7750'2. THE STATION IS 175 FT. WEST OF THE WEST END OF THE SURFACED AD7750'PART OF GASPARILLA STREET 18 FT. SOUTH OF THE CENTERLINE OF THE AD7750'GRASS PART OF STREET. 31 FT. EAST OF THE SEAWALL AND 17.5 AD7750'FT. NORTH OF THE WEST CABBAGE PALM OF GROUP. THERE IS ONE OTHER AD7750'PALM NEARER SHORE. THE MARK IS FLUSH WITH THE LAWN. AD7750 AD7750 STATION RECOVERY (1988) AD7750 AD7750'RECOVERY NOTE BY US POWER SQUADRON 1988 (DGH) AD7750'MARK NOT FOUND. AD7750 AD7750 STATION RECOVERY (1998) AD7750 AD7750'RECOVERY NOTE BY US POWER SQUADRON 1998 AD7750'MARK NOT FOUND. AD7750 AD7750 STATION RECOVERY (2003) AD7750 AD7750'RECOVERY NOTE BY US POWER SQUADRON 2003 AD7750'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AA4495 *********************************************************************** AA4495 PACS - This is a Primary Airport Control Station. AA4495 DESIGNATION - ARP 3 FMY AA4495 PID - AA4495 AA4495 STATE/COUNTY- FL/LEE AA4495 USGS QUAD - FORT MYERS SE (1987) AA4495 AA4495 *CURRENT SURVEY CONTROL AA4495 ___________________________________________________________________ AA4495* NAD 83(1999)- 26 35 11.71012(N) 081 51 51.69126(W) ADJUSTED AA4495* NAVD 88 - 3.70 (meters) 12.1 (feet) GPS OBS AA4495 ___________________________________________________________________ AA4495 X - 807,710.911 (meters) COMP AA4495 Y - -5,650,074.820 (meters) COMP AA4495 Z - 2,837,318.006 (meters) COMP AA4495 LAPLACE CORR- -2.14 (seconds) DEFLEC99 AA4495 ELLIP HEIGHT- -20.39 (meters) (06/19/01) GPS OBS AA4495 GEOID HEIGHT- -24.04 (meters) GEOID99 AA4495 AA4495 HORZ ORDER - B AA4495 ELLP ORDER - FOURTH CLASS I AA4495 AA4495.This mark is at Page Field Airport (FMY) AA4495 AA4495.The horizontal coordinates were established by GPS observations AA4495.and adjusted by the National Geodetic Survey in June 2001. AA4495 AA4495.The orthometric height was determined by GPS observations and a AA4495.high-resolution geoid model. AA4495 AA4495.GPS derived orthometric heights for airport stations designated as AA4495.PACS or SACS are published to 2 decimal places. This maintains AA4495.centimeter relative accuracy between the PACS and SACS. It does AA4495.not indicate centimeter accuracy relative to other marks which are AA4495.part of the NAVD 88 network. AA4495 AA4495.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA4495 AA4495.The Laplace correction was computed from DEFLEC99 derived deflections. AA4495 AA4495.The ellipsoidal height was determined by GPS observations AA4495.and is referenced to NAD 83. AA4495 AA4495.The geoid height was determined by GEOID99. AA4495 AA4495; North East Units Scale Converg. AA4495;SPC FL W - 249,607.533 213,511.159 MT 0.99994343 +0 03 38.5 AA4495;UTM 17 - 2,940,937.771 413,929.147 MT 0.99969146 -0 23 12.7 AA4495 AA4495 SUPERSEDED SURVEY CONTROL AA4495 AA4495 NAD 83(1990)- 26 35 11.70824(N) 081 51 51.69036(W) AD( ) B AA4495 ELLIP H (02/22/95) -20.35 (m) GP( ) 4 2 AA4495 NGVD 29 (02/22/95) 4.06 (m) 13.3 (f) LEVELING 3 AA4495 AA4495.Superseded values are not recommended for survey control. AA4495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4495.See file dsdata.txt to determine how the superseded data were derived. AA4495 AA4495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1392940938(NAD 83) AA4495_MARKER: DD = SURVEY DISK AA4495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4495_STAMPING: ARP 3 1976 FMY AA4495_MARK LOGO: NOS AA4495_MAGNETIC: O = OTHER; SEE DESCRIPTION AA4495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4495+STABILITY: SURFACE MOTION AA4495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA4495+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1996 AA4495 AA4495 HISTORY - Date Condition Report By AA4495 HISTORY - 1976 MONUMENTED NOS AA4495 HISTORY - 19900615 GOOD NOS AA4495 HISTORY - 19930211 GOOD NOS AA4495 HISTORY - 19960209 GOOD NGS AA4495 HISTORY - 20031107 GOOD USPSQD AA4495 AA4495 STATION DESCRIPTION AA4495 AA4495'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 AA4495'THE STATION IS LOCATED AT THE APPROXIMATE GEOMETRIC CENTER OF THE LEE AA4495'COUNTY AIRPORT-PAGE FIELD NORTHWEST OF RUNWAY 5-23 AND SOUTHWEST OF AA4495'RUNWAY 13-31 290.6 FT (88.6 M) WEST-NORTHWEST OF THE 3RD RUNWAY LIGHT AA4495'SOUTHWEST OF THE INTERSECTION OF RUNWAYS 5-23 AND 13-31 289.7 FT (88.3 AA4495'M) NORTH OF THE 5TH RUNWAY LIGHT SOUTHWEST OF THE INTERSECTION OF AA4495'RUNWAY 211.3 FT (64.4 M) NORTHWEST OF THE 4TH RUNWAY LIGHT SOUTHWEST AA4495'OF THE INTERSECTION OF RUNWAYS AND SET ON RANGE WITH THE 4TH RUNWAY AA4495'LIGHT AND THE LIGHT ON THE OPPOSITE SIDE OF THE RUNWAY THE STATION IS AA4495'A STANDARD NOS DISK STAMPED ARP 3 1976 FMY AND SET IN THE TOP OF A AA4495'CONCRETE MONUMENT ABOUT 0.2 FT (6.1 CM) BELOW THE SURFACE OF THE AA4495'GROUND. AA4495 AA4495 STATION RECOVERY (1993) AA4495 AA4495'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (ALG) AA4495'THE STATION IS LOCATED AT THE APPROXIMATE GEOMETRIC CENTER OF THE LEE AA4495'COUNTY AIRPORT-PAGE FIELD, NORTHWEST OF RUNWAY 5-23 AND SOUTHWEST OF AA4495'RUNWAY 13-31, 290.6 FT (88.6 M) WEST-NORTHWEST OF THE THIRD RUNWAY AA4495'LIGHT SOUTHWEST OF THE INTERSECTION OF RUNWAYS 5-23 AND 13-31, 289.7 AA4495'FT (88.3 M) NORTH OF THE FIFTH RUNWAY LIGHT SOUTHWEST OF THE AA4495'INTERSECTION OF RUNWAYS, 211.3 FT (64.4 M) NORTHWEST OF THE FOURTH AA4495'RUNWAY LIGHT SOUTHWEST OF THE INTERSECTION OF RUNWAYS AND SET ON RANGE AA4495'WITH THE FOURTH RUNWAY LIGHT AND THE LIGHT ON THE OPPOSITE SIDE OF THE AA4495'RUNWAY. THE STATION IS A STANDARD NOS DISK STAMPED -ARP 3 1976 FMY- AA4495'SET IN THE TOP OF A CONCRETE MONUMENT ABOUT 0.2 FT (6.1 CM) BELOW THE AA4495'SURFACE OF THE GROUND. AA4495 AA4495 STATION RECOVERY (1996) AA4495 AA4495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS) AA4495'THE STATION IS LOCATED AT PAGE FIELD ON THE SOUTH SIDE OF FORT MYERS. AA4495'IT IS SET IN THE WESTERN ANGLE FORMED BY THE JUNCTION OF RUNWAYS 5-23 AA4495'AND 13-31, SOUTHEAST OF THE VOR, SOUTH-SOUTHWEST OF THE CONTROL TOWER AA4495'AND NORTHWEST OF THE BEACON TOWER. OWNERSHIP -- LEE COUNTY. OPERATED AA4495'BY LEE COUNTY PORT AUTHORITY, 501 DANLEY DRIVE, PAGE FIELD, FT. AA4495'MYERS, FL 33907, JEFF GRAY - GENERAL MANAGER - TELEPHONE (941) AA4495'936-1443. PERMISSION NEEDED TO ENTER AIRFIELD. TO REACH THE STATION AA4495'FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND STATE HIGHWAY 884 AT AA4495'INTERSTATE HIGHWAY 75 EXIT 22 EAST OF FORT MYERS, GO WEST ON STATE AA4495'HIGHWAY 884 (COLONIAL BLVD) FOR 4.55 MI (7.32 KM) TO ITS JUNCTION WITH AA4495'U.S. HIGHWAY 41 (CLEVELAND AVE) . TURN LEFT AND GO SOUTH ON U.S. AA4495'HIGHWAY 41 FOR 1.15 MI (1.85 KM) TO PAGE FIELD GATE NUMBER 19 ON THE AA4495'LEFT ACROSS THE DIVIDED HIGHWAY. CONTINUE SOUTH ON U.S. HIGHWAY 41 AA4495'FOR 0.2 MI (0.3 KM) TO TRAFFIC LIGHT AND SOUTH RD ON THE LEFT. MAKE A AA4495'U-TURN AND GO BACK NORTH ON U.S. HIGHWAY 41 FOR 0.2 MI (0.3 KM) TO AA4495'PAGE FIELD GATE NUMBER 19 ON THE RIGHT. TURN RIGHT AND PASS THRU THE AA4495'LOCKED GATE, GO NORTHEAST ALONG THE NORTHWEST EDGE OF RUNWAY 5-23 FOR AA4495'0.65 MI (1.05 KM) TO THE STATION ON THE LEFT. THE STATION IS A AA4495'NATIONAL OCEAN SURVEY DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE AA4495'MONUMENT THAT IS 4-INCHES BELOW THE SURFACE. IT IS 64.35 M (211.12 AA4495'FT) NORTHWEST OF THE FOURTH RUNWAY LIGHT SOUTHWEST OF THE JUNCTION OF AA4495'THE RUNWAYS, 55.05 M (180.61 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF AA4495'A 3.5-FT BY 4.0-FT CONCRETE STORM DRAIN WITH METAL GRATE, 51.34 M AA4495'(168.44 FT) EAST OF THE NORTHEAST CORNER OF A 3.5-FT BY 4.0-FT AA4495'CONCRETE STORM DRAIN WITH METAL GRATE, 34.25 M (112.37 FT) NORTHWEST AA4495'OF 1.5-INCH ROUND WHITE PVC PIPE STICKING OUT OF THE GROUND 1.6-FT, AA4495'AND 10.69 M (35.07 FT) EAST-SOUTHEAST OF THE SOUTHEAST EDGE OF A LARGE AA4495'HALF CIRCLE CONCRETE PAD. THIS IS THE PRIMARY AIRPORT CONTROL AA4495'STATION. WJR AA4495 AA4495 STATION RECOVERY (2003) AA4495 AA4495'RECOVERY NOTE BY US POWER SQUADRON 2003 AA4495'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AA4497 *********************************************************************** AA4497 DESIGNATION - B 4 1976 FMY AA4497 PID - AA4497 AA4497 STATE/COUNTY- FL/LEE AA4497 USGS QUAD - FORT MYERS SE (1987) AA4497 AA4497 *CURRENT SURVEY CONTROL AA4497 ___________________________________________________________________ AA4497* NAD 83(1999)- 26 35 33.06971(N) 081 51 23.91232(W) ADJUSTED AA4497* NAVD 88 - 4.36 (+/-2cm) 14.3 (feet) VERTCON AA4497 ___________________________________________________________________ AA4497 X - 808,430.237 (meters) COMP AA4497 Y - -5,649,675.290 (meters) COMP AA4497 Z - 2,837,906.151 (meters) COMP AA4497 LAPLACE CORR- -2.08 (seconds) DEFLEC99 AA4497 ELLIP HEIGHT- -19.74 (meters) (06/19/01) GPS OBS AA4497 GEOID HEIGHT- -24.06 (meters) GEOID99 AA4497 AA4497 HORZ ORDER - FIRST AA4497 VERT ORDER - THIRD ? (See Below) AA4497 ELLP ORDER - FOURTH CLASS I AA4497 AA4497.This mark is at Page Field Airport (FMY) AA4497 AA4497.The horizontal coordinates were established by GPS observations AA4497.and adjusted by the National Geodetic Survey in June 2001. AA4497 AA4497.The NAVD 88 height was computed by applying the VERTCON shift value to AA4497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4497.The vertical order pertains to the NGVD 29 superseded value. AA4497 AA4497.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA4497 AA4497.The Laplace correction was computed from DEFLEC99 derived deflections. AA4497 AA4497.The ellipsoidal height was determined by GPS observations AA4497.and is referenced to NAD 83. AA4497 AA4497.The geoid height was determined by GEOID99. AA4497 AA4497; North East Units Scale Converg. AA4497;SPC FL W - 250,265.716 214,279.048 MT 0.99994369 +0 03 51.0 AA4497;UTM 17 - 2,941,589.770 414,701.958 MT 0.99968982 -0 23 00.6 AA4497 AA4497 SUPERSEDED SURVEY CONTROL AA4497 AA4497 NAD 83(1990)- 26 35 33.06784(N) 081 51 23.91142(W) AD( ) 1 AA4497 ELLIP H (02/22/95) -19.70 (m) GP( ) 4 2 AA4497 NGVD 29 (02/22/95) 4.72 (m) 15.5 (f) LEVELING 3 AA4497 AA4497.Superseded values are not recommended for survey control. AA4497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4497.See file dsdata.txt to determine how the superseded data were derived. AA4497 AA4497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1470241590(NAD 83) AA4497_MARKER: DD = SURVEY DISK AA4497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4497_STAMPING: B 4 1976 FMY AA4497_MARK LOGO: NOS AA4497_MAGNETIC: N = NO MAGNETIC MATERIAL AA4497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4497+STABILITY: SURFACE MOTION AA4497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA4497+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1993 AA4497 AA4497 HISTORY - Date Condition Report By AA4497 HISTORY - 1976 MONUMENTED NOS AA4497 HISTORY - 19930211 GOOD NOS AA4497 HISTORY - 19930615 GOOD NOS AA4497 HISTORY - 20031107 GOOD USPSQD AA4497 AA4497 STATION DESCRIPTION AA4497 AA4497'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (ALG) AA4497'THE STATION IS LOCATED ON THE NORTH-EAST SIDE OF THE LEE COUNTY AA4497'AIRPORT-PAGE FIELD NEAR RUNWAY END 23, 190.9 FEET (58.2 M) SOUTHWEST AA4497'OF THE WESTERLY CORNER OF THE ILS-LO BUILDING, 169.1 FEET (51.5 M) AA4497'NORTH OF THE MOST NORTHERLY THRESHOLD LIGHT, 145.2 FEET (44.3 M) AA4497'NORTHEAST OF THE RUNWAY END EXTENDED, 128.5 FEET (39.2 M) NORTHWEST OF AA4497'THE NORTHWEST EDGE OF THE RUNWAY EXTENDED AND 153.2 FEET (46.7 M) AA4497'NORTHEAST OF STATION -AP 1969 STA B3 FMY-. THE STATION IS A STANDARD AA4497'NOS DISK STAMPED --B 4 1976 FMY-- SET IN THE TOP OF A CONCRETE AA4497'MONUMENT FLUSH WITH THE GROUND. AA4497 AA4497 STATION RECOVERY (1993) AA4497 AA4497'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 AA4497'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF THE LEE COUNTY AA4497'AIRPORT-PAGE FIELD NEAR RUNWAY END 23 190.9 FT (58.2 M) SOUTHWEST OF AA4497'THE WESTERLY CORNER OF THE ILS-LO BUILDING 169.1 FT (51.5 M) NORTH OF AA4497'THE MOST NORTHERLY THRESHOLD LIGHT 145.2 FT (44.3 M) NORTHEAST OF THE AA4497'RUNWAY END EXTENDED 128.5 FT (39.2 M) NORTHWEST OF THE NORTHWEST EDGE AA4497'OF THE RUNWAY EXTENDED AND 153.2 FT (46.7 M) NORTHEAST OF AP 1969 STA AA4497'B3 FMY THE STATION IS A STADARD NOS DISK STAMPED B 4 1976 FMY SET IN AA4497'THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND. AA4497 AA4497 STATION RECOVERY (2003) AA4497 AA4497'RECOVERY NOTE BY US POWER SQUADRON 2003 AA4497'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD7768 *********************************************************************** AD7768 DESIGNATION - CALOOSAHATCHEE CUT P F LT 97 AD7768 PID - AD7768 AD7768 STATE/COUNTY- FL/LEE AD7768 USGS QUAD - FORT MYERS SW (1987) AD7768 AD7768 *CURRENT SURVEY CONTROL AD7768 ___________________________________________________________________ AD7768* NAD 83(1990)- 26 35 18.95999(N) 081 54 12.59290(W) ADJUSTED AD7768* NAVD 88 - AD7768 ___________________________________________________________________ AD7768 LAPLACE CORR- -2.30 (seconds) DEFLEC99 AD7768 GEOID HEIGHT- -23.96 (meters) GEOID99 AD7768 AD7768 HORZ ORDER - THIRD AD7768 AD7768.The horizontal coordinates were established by classical geodetic methods AD7768.and adjusted by the National Geodetic Survey in May 1991. AD7768 AD7768 AD7768.The Laplace correction was computed from DEFLEC99 derived deflections. AD7768 AD7768.The geoid height was determined by GEOID99. AD7768 AD7768; North East Units Scale Converg. AD7768;SPC FL W - 249,827.114 209,612.339 MT 0.99994232 +0 02 35.5 AD7768;UTM 17 - 2,941,187.740 410,033.124 MT 0.99969993 -0 24 15.9 AD7768 AD7768 SUPERSEDED SURVEY CONTROL AD7768 AD7768 NAD 83(1986)- 26 35 18.95952(N) 081 54 12.60652(W) AD( ) 4 AD7768 NAD 27 - 26 35 17.69741(N) 081 54 13.29005(W) AD( ) 3 AD7768 AD7768.Superseded values are not recommended for survey control. AD7768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD7768.See file dsdata.txt to determine how the superseded data were derived. AD7768 AD7768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1003341188(NAD 83) AD7768_MARKER: 15 = RANGE MARKER AD7768 AD7768 HISTORY - Date Condition Report By AD7768 HISTORY - 1961 FIRST OBSERVED CGS AD7768 HISTORY - 19980312 GOOD USPSQD AD7768 HISTORY - 20031105 GOOD USPSQD AD7768 AD7768 STATION DESCRIPTION AD7768 AD7768'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VRS) AD7768'THE LIGHT ATOP A BLACK BOX AND SLATTED BOARD WITH THE NUMBER 97 AD7768'ON A DOLPHIN 15 FT. ABOVE WATER LOCATED OCT. 19, 1961. FORMERLY AD7768'NUMBER 28. AD7768 AD7768 STATION RECOVERY (1998) AD7768 AD7768'RECOVERY NOTE BY US POWER SQUADRON 1998 AD7768'RECOVERED IN GOOD CONDITION. AD7768 AD7768 STATION RECOVERY (2003) AD7768 AD7768'RECOVERY NOTE BY US POWER SQUADRON 2003 AD7768'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD7743 *********************************************************************** AD7743 DESIGNATION - CALOOSAHATCHEE P R R LT AD7743 PID - AD7743 AD7743 STATE/COUNTY- FL/LEE AD7743 USGS QUAD - FORT MYERS SW (1987) AD7743 AD7743 *CURRENT SURVEY CONTROL AD7743 ___________________________________________________________________ AD7743* NAD 83(1990)- 26 35 32.40872(N) 081 53 58.59638(W) ADJUSTED AD7743* NAVD 88 - 1. (meters) 3. (feet) SCALED AD7743 ___________________________________________________________________ AD7743 LAPLACE CORR- -2.29 (seconds) DEFLEC99 AD7743 GEOID HEIGHT- -23.97 (meters) GEOID99 AD7743 AD7743 HORZ ORDER - THIRD AD7743 AD7743.The horizontal coordinates were established by classical geodetic methods AD7743.and adjusted by the National Geodetic Survey in May 1991. AD7743 AD7743.The orthometric height was scaled from a topographic map. AD7743 AD7743.The Laplace correction was computed from DEFLEC99 derived deflections. AD7743 AD7743.The geoid height was determined by GEOID99. AD7743 AD7743; North East Units Scale Converg. AD7743;SPC FL W - 250,241.299 209,999.282 MT 0.99994241 +0 02 41.8 AD7743;UTM 17 - 2,941,598.790 410,423.196 MT 0.99969906 -0 24 09.8 AD7743 AD7743: Primary Azimuth Mark Grid Az AD7743:SPC FL W - SUN DECK 1961 022 49 33.9 AD7743:UTM 17 - SUN DECK 1961 023 16 25.5 AD7743 AD7743|---------------------------------------------------------------------| AD7743| PID Reference Object Distance Geod. Az | AD7743| dddmmss.s | AD7743| AD7745 SUN DECK 1961 APPROX. 1.7 KM 0225215.7 | AD7743| AD7768 CALOOSAHATCHEE CUT P F LT 97 APPROX. 0.6 KM 2230550.4 | AD7743|---------------------------------------------------------------------| AD7743 AD7743 SUPERSEDED SURVEY CONTROL AD7743 AD7743 NAD 83(1986)- 26 35 32.40827(N) 081 53 58.60999(W) AD( ) 3 AD7743 NAD 27 - 26 35 31.14685(N) 081 53 59.29427(W) AD( ) 3 AD7743 AD7743.Superseded values are not recommended for survey control. AD7743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD7743.See file dsdata.txt to determine how the superseded data were derived. AD7743 AD7743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1042341599(NAD 83) AD7743_MARKER: 15 = RANGE MARKER AD7743 AD7743 HISTORY - Date Condition Report By AD7743 HISTORY - 1961 FIRST OBSERVED CGS AD7743 HISTORY - 19980312 GOOD USPSQD AD7743 HISTORY - 20031105 GOOD USPSQD AD7743 AD7743 STATION DESCRIPTION AD7743 AD7743'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VRS) AD7743'THE LIGHT ATOP A WHITE, SLATTED, TRIANGULAR STRUCTURE ON PILES, AD7743'32 FT. ABOVE WATER LOCATED OCT. 19, 1961. AD7743' AD7743'THE LIGHT HAS OCCUPIED ECCENTRICALLY. AD7743 AD7743 STATION RECOVERY (1998) AD7743 AD7743'RECOVERY NOTE BY US POWER SQUADRON 1998 AD7743'RECOVERED IN GOOD CONDITION. AD7743 AD7743 STATION RECOVERY (2003) AD7743 AD7743'RECOVERY NOTE BY US POWER SQUADRON 2003 AD7743'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD1557 *********************************************************************** AD1557 DESIGNATION - E 242 AD1557 PID - AD1557 AD1557 STATE/COUNTY- FL/LEE AD1557 USGS QUAD - FORT MYERS SW (1987) AD1557 AD1557 *CURRENT SURVEY CONTROL AD1557 ___________________________________________________________________ AD1557* NAD 83(1986)- 26 36 14. (N) 081 53 14. (W) SCALED AD1557* NAVD 88 - 4.469 (meters) 14.66 (feet) ADJUSTED AD1557 ___________________________________________________________________ AD1557 GEOID HEIGHT- -24.01 (meters) GEOID99 AD1557 DYNAMIC HT - 4.462 (meters) 14.64 (feet) COMP AD1557 MODELED GRAV- 979,071.7 (mgal) NAVD 88 AD1557 AD1557 VERT ORDER - FIRST CLASS I AD1557 AD1557.The horizontal coordinates were scaled from a topographic map and have AD1557.an estimated accuracy of +/- 6 seconds. AD1557 AD1557.The orthometric height was determined by differential leveling AD1557.and adjusted by the National Geodetic Survey in June 1991. AD1557 AD1557.The geoid height was determined by GEOID99. AD1557 AD1557.The dynamic height is computed by dividing the NAVD 88 AD1557.geopotential number by the normal gravity value computed on the AD1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD1557.degrees latitude (g = 980.6199 gals.). AD1557 AD1557.The modeled gravity was interpolated from observed gravity values. AD1557 AD1557; North East Units Estimated Accuracy AD1557;SPC FL W - 251,520. 211,230. MT (+/- 180 meters Scaled) AD1557 AD1557 SUPERSEDED SURVEY CONTROL AD1557 AD1557 NGVD 29 (??/??/92) 4.830 (m) 15.85 (f) ADJ UNCH 1 1 AD1557 AD1557.Superseded values are not recommended for survey control. AD1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1557.See file dsdata.txt to determine how the superseded data were derived. AD1557 AD1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK116428(NAD 83) AD1557_MARKER: DD = SURVEY DISK AD1557_SETTING: 30 = BANNISTER AD1557_STAMPING: E 242 AD1557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD1557 AD1557 HISTORY - Date Condition Report By AD1557 HISTORY - UNK MONUMENTED FLDT AD1557 HISTORY - 1965 GOOD NGS AD1557 HISTORY - 1974 GOOD NGS AD1557 HISTORY - 1982 GOOD NGS AD1557 HISTORY - 1987 GOOD USPSQD AD1557 HISTORY - 1989 GOOD USPSQD AD1557 HISTORY - 19980312 GOOD USPSQD AD1557 HISTORY - 19990105 GOOD USPSQD AD1557 HISTORY - 20031105 GOOD USPSQD AD1557 AD1557 STATION DESCRIPTION AD1557 AD1557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AD1557'3 MI S FROM FORT MYERS. AD1557'ABOUT 3.0 MILES SOUTHWEST AND SOUTH ALONG STATE HIGHWAY 867 AD1557'(MC GREGOR BOULEVARD) FROM THE COURTHOUSE AT FORT MYERS, IN AD1557'SECTION 35, R 24 E, T 44 S, 168 FEET NORTHEAST OF THE JUNCTION AD1557'OF CARLE NE AVENUE, SET IN THE TOP OF AND AT THE SOUTH END OF THE AD1557'EAST CONCRETE BANISTER OF A 25 FOOT BRIDGE OVER A STREAM AT THE AD1557'SOUTH CITY LIMITS, 24.0 FEET EAST OF THE CENTER LINE OF THE AD1557'HIGHWAY AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY. AD1557 AD1557 STATION RECOVERY (1974) AD1557 AD1557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 AD1557'RECOVERED IN GOOD CONDITION. AD1557 AD1557 STATION RECOVERY (1982) AD1557 AD1557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 AD1557'RECOVERED IN GOOD CONDITION. AD1557 AD1557 STATION RECOVERY (1987) AD1557 AD1557'RECOVERY NOTE BY US POWER SQUADRON 1987 (USP) AD1557'RECOVERED IN GOOD CONDITION. AD1557 AD1557 STATION RECOVERY (1989) AD1557 AD1557'RECOVERY NOTE BY US POWER SQUADRON 1989 (DBF) AD1557'RECOVERED IN GOOD CONDITION. AD1557 AD1557 STATION RECOVERY (1998) AD1557 AD1557'RECOVERY NOTE BY US POWER SQUADRON 1998 AD1557'RECOVERED IN GOOD CONDITION. AD1557 AD1557 STATION RECOVERY (1999) AD1557 AD1557'RECOVERY NOTE BY US POWER SQUADRON 1999 AD1557'RECOVERED IN GOOD CONDITION. AD1557 AD1557 STATION RECOVERY (2003) AD1557 AD1557'RECOVERY NOTE BY US POWER SQUADRON 2003 AD1557'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD1559 *********************************************************************** AD1559 DESIGNATION - F 242 AD1559 PID - AD1559 AD1559 STATE/COUNTY- FL/LEE AD1559 USGS QUAD - FORT MYERS SW (1987) AD1559 AD1559 *CURRENT SURVEY CONTROL AD1559 ___________________________________________________________________ AD1559* NAD 83(1986)- 26 35 27. (N) 081 53 34. (W) SCALED AD1559* NAVD 88 - 2.853 (meters) 9.36 (feet) ADJUSTED AD1559 ___________________________________________________________________ AD1559 GEOID HEIGHT- -23.98 (meters) GEOID99 AD1559 DYNAMIC HT - 2.848 (meters) 9.34 (feet) COMP AD1559 MODELED GRAV- 979,071.1 (mgal) NAVD 88 AD1559 AD1559 VERT ORDER - FIRST CLASS I AD1559 AD1559.The horizontal coordinates were scaled from a topographic map and have AD1559.an estimated accuracy of +/- 6 seconds. AD1559 AD1559.The orthometric height was determined by differential leveling AD1559.and adjusted by the National Geodetic Survey in June 1991. AD1559 AD1559.The geoid height was determined by GEOID99. AD1559 AD1559.The dynamic height is computed by dividing the NAVD 88 AD1559.geopotential number by the normal gravity value computed on the AD1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD1559.degrees latitude (g = 980.6199 gals.). AD1559 AD1559.The modeled gravity was interpolated from observed gravity values. AD1559 AD1559; North East Units Estimated Accuracy AD1559;SPC FL W - 250,080. 210,680. MT (+/- 180 meters Scaled) AD1559 AD1559 SUPERSEDED SURVEY CONTROL AD1559 AD1559 NGVD 29 (??/??/92) 3.213 (m) 10.54 (f) ADJ UNCH 1 1 AD1559 AD1559.Superseded values are not recommended for survey control. AD1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1559.See file dsdata.txt to determine how the superseded data were derived. AD1559 AD1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK111414(NAD 83) AD1559_MARKER: DB = BENCH MARK DISK AD1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD1559_STAMPING: F 242 1965 AD1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD1559+STABILITY: SURFACE MOTION AD1559 AD1559 HISTORY - Date Condition Report By AD1559 HISTORY - 1965 MONUMENTED CGS AD1559 HISTORY - 1974 GOOD NGS AD1559 HISTORY - 1982 GOOD NGS AD1559 HISTORY - 1984 GOOD USPSQD AD1559 HISTORY - 1985 GOOD USPSQD AD1559 HISTORY - 1987 GOOD USPSQD AD1559 HISTORY - 1987 POOR USPSQD AD1559 HISTORY - 1987 GOOD USPSQD AD1559 HISTORY - 1989 GOOD USPSQD AD1559 HISTORY - 19910419 GOOD USPSQD AD1559 HISTORY - 19980312 GOOD USPSQD AD1559 HISTORY - 19990105 GOOD USPSQD AD1559 HISTORY - 20031105 GOOD USPSQD AD1559 AD1559 STATION DESCRIPTION AD1559 AD1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 AD1559'4 MI S FROM FORT MYERS. AD1559'ABOUT 4.0 MILES SOUTHWEST AND SOUTH ALONG STATE HIGHWAY 867 FROM AD1559'THE COURTHOUSE AT FORT MYERS, ABOUT 1.0 MILE SOUTH OF THE SOUTH AD1559'CITY LIMITS SIGN, IN SECTION 3, R 24 E, T 45 S, NEAR THE AD1559'INTERSECTION OF FOUNTAIN AVENUE, 32 FEET EAST OF THE CENTER LINE AD1559'OF THE HIGHWAY, 40 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, AD1559'5 FEET EAST OF A ROW OF PALM TREES, 1.5 FEET NORTH OF A METAL AD1559'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IS A DISK IN THE AD1559'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT. AD1559 AD1559 STATION RECOVERY (1974) AD1559 AD1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 AD1559'RECOVERED IN GOOD CONDITION. AD1559 AD1559 STATION RECOVERY (1982) AD1559 AD1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 AD1559'RECOVERED IN GOOD CONDITION. AD1559 AD1559 STATION RECOVERY (1984) AD1559 AD1559'RECOVERY NOTE BY US POWER SQUADRON 1984 AD1559'RECOVERED IN GOOD CONDITION. AD1559 AD1559 STATION RECOVERY (1985) AD1559 AD1559'RECOVERY NOTE BY US POWER SQUADRON 1985 AD1559'WITNESS POST GOOD. AD1559 AD1559 STATION RECOVERY (1987) AD1559 AD1559'RECOVERY NOTE BY US POWER SQUADRON 1987 (FOW) AD1559'RECOVERED IN GOOD CONDITION. AD1559 AD1559 STATION RECOVERY (1987) AD1559 AD1559'RECOVERY NOTE BY US POWER SQUADRON 1987 (CM) AD1559'MARK RECOVERED IN POOR CONDITION. AD1559 AD1559 STATION RECOVERY (1987) AD1559 AD1559'RECOVERY NOTE BY US POWER SQUADRON 1987 (SZ) AD1559'RECOVERED IN GOOD CONDITION. AD1559 AD1559 STATION RECOVERY (1989) AD1559 AD1559'RECOVERY NOTE BY US POWER SQUADRON 1989 (DBF) AD1559'RECOVERED IN GOOD CONDITION. AD1559 AD1559 STATION RECOVERY (1991) AD1559 AD1559'RECOVERY NOTE BY US POWER SQUADRON 1991 (VSR) AD1559'RECOVERED IN GOOD CONDITION. AD1559 AD1559 STATION RECOVERY (1998) AD1559 AD1559'RECOVERY NOTE BY US POWER SQUADRON 1998 AD1559'RECOVERED IN GOOD CONDITION. AD1559 AD1559 STATION RECOVERY (1999) AD1559 AD1559'RECOVERY NOTE BY US POWER SQUADRON 1999 AD1559'RECOVERED IN GOOD CONDITION. AD1559 AD1559 STATION RECOVERY (2003) AD1559 AD1559'RECOVERY NOTE BY US POWER SQUADRON 2003 AD1559'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD7709 *********************************************************************** AD7709 DESIGNATION - FORT MYERS RAD STA WMYR SW MST AD7709 PID - AD7709 AD7709 STATE/COUNTY- FL/LEE AD7709 USGS QUAD - FORT MYERS SE (1987) AD7709 AD7709 *CURRENT SURVEY CONTROL AD7709 ___________________________________________________________________ AD7709* NAD 83(1990)- 26 37 24.95812(N) 081 51 16.73306(W) ADJUSTED AD7709* NAVD 88 - AD7709 ___________________________________________________________________ AD7709 LAPLACE CORR- -2.03 (seconds) DEFLEC99 AD7709 GEOID HEIGHT- -24.09 (meters) GEOID99 AD7709 AD7709 HORZ ORDER - THIRD AD7709 AD7709.The horizontal coordinates were established by classical geodetic methods AD7709.and adjusted by the National Geodetic Survey in May 1991. AD7709 AD7709 AD7709.The Laplace correction was computed from DEFLEC99 derived deflections. AD7709 AD7709.The geoid height was determined by GEOID99. AD7709 AD7709; North East Units Scale Converg. AD7709;SPC FL W - 253,709.340 214,473.770 MT 0.99994376 +0 03 54.5 AD7709;UTM 17 - 2,945,030.891 414,923.539 MT 0.99968936 -0 22 58.9 AD7709 AD7709 SUPERSEDED SURVEY CONTROL AD7709 AD7709 NAD 83(1986)- 26 37 24.95776(N) 081 51 16.74656(W) AD( ) 4 AD7709 NAD 27 - 26 37 23.69820(N) 081 51 17.43835(W) AD( ) 3 AD7709 AD7709.Superseded values are not recommended for survey control. AD7709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD7709.See file dsdata.txt to determine how the superseded data were derived. AD7709 AD7709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1492445031(NAD 83) AD7709_MARKER: 42 = RADIO/TV MAST AD7709 AD7709 HISTORY - Date Condition Report By AD7709 HISTORY - 1955 FIRST OBSERVED CGS AD7709 HISTORY - 1959 GOOD CGS AD7709 HISTORY - 1969 GOOD CGS AD7709 HISTORY - 1982 GOOD NGS AD7709 HISTORY - 19980113 GOOD USPSQD AD7709 HISTORY - 20031105 GOOD USPSQD AD7709 AD7709 STATION DESCRIPTION AD7709 AD7709'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RHT) AD7709'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF FORT MYERS. IT AD7709'IS 155 FEET SOUTHWEST OF THE NORTHEAST MAST, PAINTED ORANGE AND AD7709'WHITE AND IT IS 204 FEET HIGH. AD7709' AD7709'THE POINT INTERSECTED WAS A LIGHT A-TOP. AD7709' AD7709'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 41, TRUCK ROUTE U.S. 41 AD7709'AND STATE HIGHWAY 80 AT THE EAST EDGE OF FORT MYERS, GO SOUTH ON AD7709'TRUCK ROUTE U.S. 41 FOR 1.7 MILES TO HANSON STREET ON THE LEFT, AD7709'TURN LEFT (EAST) ON HANSON STREET FOR 0.45 MILE AND THE STATION ON AD7709'THE LEFT. AD7709 AD7709 STATION RECOVERY (1959) AD7709 AD7709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW) AD7709'RECOVERED AS DESCRIBED EXCEPT ACCORDING TO THE STATION MANAGER THE AD7709'MAST IS 204 FT. HIGH AND THE LIGHT ATOP IS 3 FT. OR 207 FT. OVERALL AD7709'HEIGHT. AD7709 AD7709 STATION RECOVERY (1969) AD7709 AD7709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (ETO) AD7709'THE STATION WAS RECOVERED IN GOOD CONDITION. THE STATION IS NOW AD7709'THE CENTER ONE OF THREE 104 FOOT RED AND WHITE PAINTED RADIO AD7709'MAST. AD7709 AD7709 STATION RECOVERY (1982) AD7709 AD7709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (APF) AD7709'RECOVERED AS DESCRIBED IN GOOD CONDITION. AD7709' AD7709'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED AT THE AD7709'SOUTHEAST EDGE OF FT. MYERS. AD7709 AD7709 STATION RECOVERY (1998) AD7709 AD7709'RECOVERY NOTE BY US POWER SQUADRON 1998 AD7709'RECOVERED IN GOOD CONDITION. AD7709 AD7709 STATION RECOVERY (2003) AD7709 AD7709'RECOVERY NOTE BY US POWER SQUADRON 2003 AD7709'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD8706 *********************************************************************** AD8706 DESIGNATION - GPS RUHE AD8706 PID - AD8706 AD8706 STATE/COUNTY- FL/LEE AD8706 USGS QUAD - FORT MYERS SE (1987) AD8706 AD8706 *CURRENT SURVEY CONTROL AD8706 ___________________________________________________________________ AD8706* NAD 83(1999)- 26 35 50.20937(N) 081 51 20.11816(W) ADJUSTED AD8706* NAVD 88 - 5.4 (meters) 18. (feet) GPS OBS AD8706 ___________________________________________________________________ AD8706 X - 808,500.831 (meters) COMP AD8706 Y - -5,649,427.532 (meters) COMP AD8706 Z - 2,838,378.291 (meters) COMP AD8706 LAPLACE CORR- -2.07 (seconds) DEFLEC99 AD8706 ELLIP HEIGHT- -18.74 (meters) (07/06/01) GPS OBS AD8706 GEOID HEIGHT- -24.07 (meters) GEOID99 AD8706 AD8706 HORZ ORDER - FIRST AD8706 ELLP ORDER - FOURTH CLASS II AD8706 AD8706.The horizontal coordinates were established by GPS observations AD8706.and adjusted by the National Geodetic Survey in July 2001. AD8706 AD8706.The orthometric height was determined by GPS observations and a AD8706.high-resolution geoid model. AD8706 AD8706.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8706 AD8706.The Laplace correction was computed from DEFLEC99 derived deflections. AD8706 AD8706.The ellipsoidal height was determined by GPS observations AD8706.and is referenced to NAD 83. AD8706 AD8706.The geoid height was determined by GEOID99. AD8706 AD8706; North East Units Scale Converg. AD8706;SPC FL W - 250,793.312 214,383.429 MT 0.99994373 +0 03 52.8 AD8706;UTM 17 - 2,942,116.400 414,810.431 MT 0.99968960 -0 22 59.1 AD8706 AD8706 SUPERSEDED SURVEY CONTROL AD8706 AD8706 NAD 83(1990)- 26 35 50.20746(N) 081 51 20.11724(W) AD( ) 1 AD8706 ELLIP H (11/12/93) -18.66 (m) GP( ) 4 1 AD8706 AD8706.Superseded values are not recommended for survey control. AD8706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8706.See file dsdata.txt to determine how the superseded data were derived. AD8706 AD8706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1481042116(NAD 83) AD8706_MARKER: DH = HORIZONTAL CONTROL DISK AD8706_SETTING: 31 = SET IN CONCRETE MEDIAN PAVEMEN AD8706_STAMPING: GPS RUHE 1989 AD8706_MARK LOGO: FL DEP AD8706_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD8706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8706+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1992 AD8706 AD8706 HISTORY - Date Condition Report By AD8706 HISTORY - UNK MONUMENTED FLDT AD8706 HISTORY - 19910110 GOOD AD8706 HISTORY - 19920930 GOOD DENI AD8706 HISTORY - 20031105 GOOD USPSQD AD8706 AD8706 STATION DESCRIPTION AD8706 AD8706'DESCRIBED 1991 AD8706'RECOVERED IN GOOD CONDITION. AD8706 AD8706 STATION RECOVERY (1992) AD8706 AD8706'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1992 AD8706'DESCRIBED BY DENI ASSOCIATES, INC. AD8706'STATION IS LOCATED NEAR THE NORTHEAST CORNER OF SECTION 1, TWP 45S, AD8706'RGE 24E, IN FORT MYERS, 3.1 MI (5.0 KM) SOUTH SOUTHEAST OF DOWNTOWN. AD8706'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 41/CLEVELAND AVENUE AD8706'AND STATE ROUTE 884/COLONIAL BOULEVARD, GO EAST 1.0 MI (1.6 KM) TO AD8706'THE BRIDGE OVER TEN MILE CANAL AND THE STATION IN THE MEDIAN STRIP OF AD8706'COLONIAL BLVD OVER THE BRIDGE. AD8706'STATION IS 21.5 FT (6.6 M) NORTH OF THE EASTBOUND LANES OF COLONIAL AD8706'BOULEVARD, 22.0 FT (6.7 M) SOUTH OF THE WESTBOUND LANES OF COLONIAL AD8706'BOULEVARD, 113.5 FT (34.6 M) WEST OF THE CENTERLINE OF THE RAILROAD AD8706'TRACKS, 51.0 FT (15.5 M) SOUTHEAST OF A CHISELED + IN THE NORTH AD8706'CONCRETE WHEELGUARD, 71.1 FT (21.7 M) SOUTHWEST OF A CHISELED + IN AD8706'THE NORTH CONCRETE WHEELGUARD, 44.7 FT (13.6 M) NORTHEAST OF A AD8706'CHISELED + IN THE SOUTH CONCRETE WHEELGUARD. AD8706'STATION MARK IS A FLORIDA DEPARTMENT OF TRANSPORTATION 3.25 INCH BRASS AD8706'DISK SET IN A DRILL HOLE IN THE SURFACE OF THE CONCRETE MEDIAN AD8706'PAVEMENT. AD8706 AD8706 STATION RECOVERY (2003) AD8706 AD8706'RECOVERY NOTE BY US POWER SQUADRON 2003 AD8706'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD8292 *********************************************************************** AD8292 DESIGNATION - H 415 AD8292 PID - AD8292 AD8292 STATE/COUNTY- FL/LEE AD8292 USGS QUAD - OLGA (1987) AD8292 AD8292 *CURRENT SURVEY CONTROL AD8292 ___________________________________________________________________ AD8292* NAD 83(1999)- 26 42 33.09553(N) 081 37 32.61770(W) ADJUSTED AD8292* NAVD 88 - 4.106 (meters) 13.47 (feet) ADJUSTED AD8292 ___________________________________________________________________ AD8292 X - 830,348.528 (meters) COMP AD8292 Y - -5,640,633.999 (meters) COMP AD8292 Z - 2,849,459.629 (meters) COMP AD8292 LAPLACE CORR- -0.50 (seconds) DEFLEC99 AD8292 ELLIP HEIGHT- -20.37 (meters) (12/12/02) GPS OBS AD8292 GEOID HEIGHT- -24.40 (meters) GEOID99 AD8292 DYNAMIC HT - 4.100 (meters) 13.45 (feet) COMP AD8292 MODELED GRAV- 979,076.3 (mgal) NAVD 88 AD8292 AD8292 HORZ ORDER - FIRST AD8292 VERT ORDER - FIRST CLASS II AD8292 ELLP ORDER - FOURTH CLASS I AD8292 AD8292.The horizontal coordinates were established by GPS observations AD8292.and adjusted by the National Geodetic Survey in December 2002. AD8292 AD8292.The orthometric height was determined by differential leveling AD8292.and adjusted by the National Geodetic Survey in September 1992. AD8292 AD8292.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8292 AD8292.The Laplace correction was computed from DEFLEC99 derived deflections. AD8292 AD8292.The ellipsoidal height was determined by GPS observations AD8292.and is referenced to NAD 83. AD8292 AD8292.The geoid height was determined by GEOID99. AD8292 AD8292.The dynamic height is computed by dividing the NAVD 88 AD8292.geopotential number by the normal gravity value computed on the AD8292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD8292.degrees latitude (g = 980.6199 gals.). AD8292 AD8292.The modeled gravity was interpolated from observed gravity values. AD8292 AD8292; North East Units Scale Converg. AD8292;SPC FL W - 263,238.865 237,241.460 MT 0.99995829 +0 10 05.6 AD8292;UTM 17 - 2,954,379.140 437,758.725 MT 0.99964783 -0 16 52.5 AD8292 AD8292 SUPERSEDED SURVEY CONTROL AD8292 AD8292 NAVD 88 (12/12/02) 4.11 (m) 13.5 (f) LEVELING 3 AD8292 NGVD 29 (09/01/92) 4.480 (m) 14.70 (f) ADJUSTED 1 2 AD8292 AD8292.Superseded values are not recommended for survey control. AD8292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8292.See file dsdata.txt to determine how the superseded data were derived. AD8292 AD8292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3775954379(NAD 83) AD8292_MARKER: I = METAL ROD AD8292_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AD8292_STAMPING: H 415 1992 AD8292_MARK LOGO: NGS AD8292_PROJECTION: FLUSH AD8292_MAGNETIC: I = MARKER IS A STEEL ROD AD8292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD8292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8292+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2002 AD8292_ROD/PIPE-DEPTH: 14.7 meters AD8292 AD8292 HISTORY - Date Condition Report By AD8292 HISTORY - 1992 MONUMENTED NGS AD8292 HISTORY - 19971106 GOOD USPSQD AD8292 HISTORY - 20020714 GOOD MAPTEC AD8292 HISTORY - 20031031 GOOD USPSQD AD8292 AD8292 STATION DESCRIPTION AD8292 AD8292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 AD8292'21.0 KM (13.05 MI) WESTERLY ALONG STATE HIGHWAY 80 FROM THE COUNTY AD8292'COURTHOUSE IN LA BELLE, 22.0 M (72.2 FT) EAST OF THE CENTER OF THE AD8292'MOST EASTERLY DRIVEWAY LEADING TO YODER ALVA FARM, 20.6 M (67.6 FT) AD8292'NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.2 M (7.2 FT) SOUTH OF A AD8292'CHAIN-LINK FENCE, 1.2 M (3.9 FT) WEST OF A UTILITY POLE, 0.6 M (2.0 AD8292'FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE AD8292'HIGHWAY. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO AD8292'CAP. AD8292 AD8292 STATION RECOVERY (1997) AD8292 AD8292'RECOVERY NOTE BY US POWER SQUADRON 1997 AD8292'RECOVERED IN GOOD CONDITION. AD8292 AD8292 STATION RECOVERY (2002) AD8292 AD8292'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP) AD8292'STATION RECOVERY (2002) AD8292'RECOVERY NOTE BY MAPTECH, INCORPORATED (CDP) RECOVERED GOOD. AD8292' AD8292' AD8292 AD8292 STATION RECOVERY (2003) AD8292 AD8292'RECOVERY NOTE BY US POWER SQUADRON 2003 AD8292'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD8295 *********************************************************************** AD8295 DESIGNATION - L 415 AD8295 PID - AD8295 AD8295 STATE/COUNTY- FL/LEE AD8295 USGS QUAD - OLGA (1987) AD8295 AD8295 *CURRENT SURVEY CONTROL AD8295 ___________________________________________________________________ AD8295* NAD 83(1986)- 26 42 55. (N) 081 40 27. (W) SCALED AD8295* NAVD 88 - 1.477 (meters) 4.85 (feet) ADJUSTED AD8295 ___________________________________________________________________ AD8295 GEOID HEIGHT- -24.37 (meters) GEOID99 AD8295 DYNAMIC HT - 1.474 (meters) 4.84 (feet) COMP AD8295 MODELED GRAV- 979,076.1 (mgal) NAVD 88 AD8295 AD8295 VERT ORDER - FIRST CLASS II AD8295 AD8295.The horizontal coordinates were scaled from a topographic map and have AD8295.an estimated accuracy of +/- 6 seconds. AD8295 AD8295.The orthometric height was determined by differential leveling AD8295.and adjusted by the National Geodetic Survey in September 1992. AD8295 AD8295.The geoid height was determined by GEOID99. AD8295 AD8295.The dynamic height is computed by dividing the NAVD 88 AD8295.geopotential number by the normal gravity value computed on the AD8295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD8295.degrees latitude (g = 980.6199 gals.). AD8295 AD8295.The modeled gravity was interpolated from observed gravity values. AD8295 AD8295; North East Units Estimated Accuracy AD8295;SPC FL W - 263,900. 232,420. MT (+/- 180 meters Scaled) AD8295 AD8295 SUPERSEDED SURVEY CONTROL AD8295 AD8295 NGVD 29 (09/01/92) 1.847 (m) 6.06 (f) ADJUSTED 1 2 AD8295 AD8295.Superseded values are not recommended for survey control. AD8295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8295.See file dsdata.txt to determine how the superseded data were derived. AD8295 AD8295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK329550(NAD 83) AD8295_MARKER: I = METAL ROD AD8295_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AD8295_STAMPING: L 415 1992 AD8295_MARK LOGO: NGS AD8295_PROJECTION: FLUSH AD8295_MAGNETIC: I = MARKER IS A STEEL ROD AD8295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AD8295+STABILITY: POSITION/ELEVATION WELL AD8295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AD8295+SATELLITE: SATELLITE OBSERVATIONS - 1992 AD8295_ROD/PIPE-DEPTH: 6.8 meters AD8295 AD8295 HISTORY - Date Condition Report By AD8295 HISTORY - 1992 MONUMENTED NGS AD8295 HISTORY - 19971106 GOOD USPSQD AD8295 HISTORY - 20031031 GOOD USPSQD AD8295 AD8295 STATION DESCRIPTION AD8295 AD8295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 AD8295'25.9 KM (16.10 MI) WESTERLY ALONG STATE HIGHWAY 80 FROM THE COUNTY AD8295'COURTHOUSE IN LA BELLE, 17.2 M (56.4 FT) WEST OF THE CENTER OF A AD8295'FIELD ENTRANCE ROAD, 14.1 M (46.3 FT) NORTH OF THE CENTERLINE OF THE AD8295'WESTBOUND LANES OF THE HIGHWAY, 2.4 M (7.9 FT) SOUTH OF A WITNESS AD8295'POST AND FENCE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND AD8295'1.3 M (4.3 FT) WEST OF UTILITY POLE NUMBER 57123221306 WITH A GUY AD8295'CABLE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. AD8295 AD8295 STATION RECOVERY (1997) AD8295 AD8295'RECOVERY NOTE BY US POWER SQUADRON 1997 AD8295'RECOVERED IN GOOD CONDITION. AD8295 AD8295 STATION RECOVERY (2003) AD8295 AD8295'RECOVERY NOTE BY US POWER SQUADRON 2003 AD8295'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD5647 *********************************************************************** AD5647 DESIGNATION - M 73 AD5647 PID - AD5647 AD5647 STATE/COUNTY- FL/LEE AD5647 USGS QUAD - OLGA (1987) AD5647 AD5647 *CURRENT SURVEY CONTROL AD5647 ___________________________________________________________________ AD5647* NAD 83(1986)- 26 42 54. (N) 081 40 33. (W) SCALED AD5647* NAVD 88 - 2.142 (meters) 7.03 (feet) ADJUSTED AD5647 ___________________________________________________________________ AD5647 GEOID HEIGHT- -24.37 (meters) GEOID99 AD5647 DYNAMIC HT - 2.138 (meters) 7.01 (feet) COMP AD5647 MODELED GRAV- 979,076.1 (mgal) NAVD 88 AD5647 AD5647 VERT ORDER - SECOND CLASS 0 AD5647 AD5647.The horizontal coordinates were scaled from a topographic map and have AD5647.an estimated accuracy of +/- 6 seconds. AD5647 AD5647.The orthometric height was determined by differential leveling AD5647.and adjusted by the National Geodetic Survey in July 1993. AD5647 AD5647.The geoid height was determined by GEOID99. AD5647 AD5647.The dynamic height is computed by dividing the NAVD 88 AD5647.geopotential number by the normal gravity value computed on the AD5647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD5647.degrees latitude (g = 980.6199 gals.). AD5647 AD5647.The modeled gravity was interpolated from observed gravity values. AD5647 AD5647; North East Units Estimated Accuracy AD5647;SPC FL W - 263,870. 232,250. MT (+/- 180 meters Scaled) AD5647 AD5647 SUPERSEDED SURVEY CONTROL AD5647 AD5647 NAVD 88 (06/15/91) 2.204 (m) 7.23 (f) UNKNOWN 2 0 AD5647 NGVD 29 (??/??/92) 2.56 (m) 8.4 (f) COMPUTED 2 0 AD5647 AD5647.Superseded values are not recommended for survey control. AD5647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD5647.See file dsdata.txt to determine how the superseded data were derived. AD5647 AD5647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK327550(NAD 83) AD5647_MARKER: DB = BENCH MARK DISK AD5647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD5647_STAMPING: M 73 1934 AD5647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD5647+STABILITY: SURFACE MOTION AD5647 AD5647 HISTORY - Date Condition Report By AD5647 HISTORY - 1934 MONUMENTED CGS AD5647 HISTORY - 1942 GOOD LOCENG AD5647 HISTORY - 19971106 MARK NOT FOUND USPSQD AD5647 HISTORY - 20031031 GOOD USPSQD AD5647 AD5647 STATION DESCRIPTION AD5647 AD5647'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1942 AD5647'16.1 MI SW FROM LA BELLE. AD5647'IN LEE COUNTY, ABOUT 16.1 MILES SW ALONG STATE HIGHWAY 25 FROM AD5647'THE COUNTY COURTHOUSE AT LA BELLE, HENDRY CO., ABOUT 4.1 MILE AD5647'W OF THE JUNCTION OF THE ROAD LEADING TO ALVA, 19 FEET E OF THE AD5647'CENTERLINE OF A DIRT ROAD, 12 FEET E OF THE CORNER POST AT THE AD5647'NW CORNER OF A FIELD, AND 24 FEET S OF THE CENTERLINE OF THE AD5647'HIGHWAY. A STANDARD DISC, STAMPED M 73, 1934 AND SET IN THE AD5647'TOP OF A 6 IN SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE AD5647'GROUND. AD5647 AD5647 STATION RECOVERY (1997) AD5647 AD5647'RECOVERY NOTE BY US POWER SQUADRON 1997 AD5647'MARK NOT FOUND. AD5647 AD5647 STATION RECOVERY (2003) AD5647 AD5647'RECOVERY NOTE BY US POWER SQUADRON 2003 AD5647'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD1390 *********************************************************************** AD1390 DESIGNATION - M 73 RESET 1947 AD1390 PID - AD1390 AD1390 STATE/COUNTY- FL/LEE AD1390 USGS QUAD - OLGA (1987) AD1390 AD1390 *CURRENT SURVEY CONTROL AD1390 ___________________________________________________________________ AD1390* NAD 83(1986)- 26 42 54. (N) 081 40 33. (W) SCALED AD1390* NAVD 88 - 2.27 (meters) 7.4 (feet) RESET AD1390 ___________________________________________________________________ AD1390 GEOID HEIGHT- -24.37 (meters) GEOID99 AD1390 AD1390 VERT ORDER - THIRD AD1390 AD1390.The horizontal coordinates were scaled from a topographic map and have AD1390.an estimated accuracy of +/- 6 seconds. AD1390 AD1390.The orthometric height was computed from unverified reset data. AD1390 AD1390.The geoid height was determined by GEOID99. AD1390 AD1390; North East Units Estimated Accuracy AD1390;SPC FL W - 263,870. 232,250. MT (+/- 180 meters Scaled) AD1390 AD1390 SUPERSEDED SURVEY CONTROL AD1390 AD1390 NGVD 29 (??/??/??) 2.70 (m) 8.9 (f) RESET 3 AD1390 AD1390.Superseded values are not recommended for survey control. AD1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1390.See file dsdata.txt to determine how the superseded data were derived. AD1390 AD1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK327550(NAD 83) AD1390_MARKER: DB = BENCH MARK DISK AD1390_SETTING: 0 = UNSPECIFIED SETTING AD1390_STAMPING: M 73 RESET 1947 AD1390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD1390 AD1390 HISTORY - Date Condition Report By AD1390 HISTORY - 1947 MONUMENTED CGS AD1390 HISTORY - 1960 MARK NOT FOUND NGS AD1390 HISTORY - 19971106 MARK NOT FOUND USPSQD AD1390 HISTORY - 20031031 GOOD USPSQD AD1390 AD1390 STATION DESCRIPTION AD1390 AD1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 AD1390'16.4 MI SW FROM LA BELLE. AD1390'IN LEE COUNTY, 16.4 MILES SOUTHWEST ALONG STATE HIGHWAY 80 AD1390'(FORMER STATE HIGHWAY 25) FROM THE COUNTY COURTHOUSE AT LA AD1390'BELLE, HENDRY COUNTY, 4.1 MILES WEST OF THE JUNCTION OF THE AD1390'ROAD LEADING TO ALVA, AT THE JUNCTION OF A DIRT ROAD, 74 FEET AD1390'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6 FEET EAST OF A FENCE AD1390'CORNER, AND 2 FEET NORTH OF THE FENCE. AD1390 AD1390 STATION RECOVERY (1997) AD1390 AD1390'RECOVERY NOTE BY US POWER SQUADRON 1997 AD1390'MARK NOT FOUND. AD1390 AD1390 STATION RECOVERY (2003) AD1390 AD1390'RECOVERY NOTE BY US POWER SQUADRON 2003 AD1390'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD8297 *********************************************************************** AD8297 DESIGNATION - N 415 AD8297 PID - AD8297 AD8297 STATE/COUNTY- FL/LEE AD8297 USGS QUAD - OLGA (1987) AD8297 AD8297 *CURRENT SURVEY CONTROL AD8297 ___________________________________________________________________ AD8297* NAD 83(1999)- 26 42 48.16697(N) 081 42 15.80621(W) ADJUSTED AD8297* NAVD 88 - 2.180 (meters) 7.15 (feet) ADJUSTED AD8297 ___________________________________________________________________ AD8297 X - 822,573.196 (meters) COMP AD8297 Y - -5,641,560.760 (meters) COMP AD8297 Z - 2,849,873.164 (meters) COMP AD8297 LAPLACE CORR- -1.10 (seconds) DEFLEC99 AD8297 ELLIP HEIGHT- -22.20 (meters) (12/12/02) GPS OBS AD8297 GEOID HEIGHT- -24.34 (meters) GEOID99 AD8297 DYNAMIC HT - 2.177 (meters) 7.14 (feet) COMP AD8297 MODELED GRAV- 979,075.6 (mgal) NAVD 88 AD8297 AD8297 HORZ ORDER - FIRST AD8297 VERT ORDER - FIRST CLASS II AD8297 ELLP ORDER - FOURTH CLASS I AD8297 AD8297.The horizontal coordinates were established by GPS observations AD8297.and adjusted by the National Geodetic Survey in December 2002. AD8297 AD8297.The orthometric height was determined by differential leveling AD8297.and adjusted by the National Geodetic Survey in September 1992. AD8297 AD8297.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8297 AD8297.The Laplace correction was computed from DEFLEC99 derived deflections. AD8297 AD8297.The ellipsoidal height was determined by GPS observations AD8297.and is referenced to NAD 83. AD8297 AD8297.The geoid height was determined by GEOID99. AD8297 AD8297.The dynamic height is computed by dividing the NAVD 88 AD8297.geopotential number by the normal gravity value computed on the AD8297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD8297.degrees latitude (g = 980.6199 gals.). AD8297 AD8297.The modeled gravity was interpolated from observed gravity values. AD8297 AD8297; North East Units Scale Converg. AD8297;SPC FL W - 263,682.136 229,413.046 MT 0.99995185 +0 07 58.4 AD8297;UTM 17 - 2,954,883.662 429,936.384 MT 0.99966060 -0 18 60.0 AD8297 AD8297 SUPERSEDED SURVEY CONTROL AD8297 AD8297 NAVD 88 (12/12/02) 2.18 (m) 7.2 (f) LEVELING 3 AD8297 NGVD 29 (09/01/92) 2.548 (m) 8.36 (f) ADJUSTED 1 2 AD8297 AD8297.Superseded values are not recommended for survey control. AD8297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8297.See file dsdata.txt to determine how the superseded data were derived. AD8297 AD8297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2993654884(NAD 83) AD8297_MARKER: I = METAL ROD AD8297_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AD8297_STAMPING: N 415 1992 AD8297_MARK LOGO: NGS AD8297_PROJECTION: FLUSH AD8297_MAGNETIC: I = MARKER IS A STEEL ROD AD8297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD8297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8297+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2002 AD8297_ROD/PIPE-DEPTH: 6.5 meters AD8297 AD8297 HISTORY - Date Condition Report By AD8297 HISTORY - 1992 MONUMENTED NGS AD8297 HISTORY - 19971106 GOOD USPSQD AD8297 HISTORY - 20020519 GOOD MAPTEC AD8297 HISTORY - 20031031 GOOD USPSQD AD8297 AD8297 STATION DESCRIPTION AD8297 AD8297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 AD8297'28.9 KM (17.95 MI) WESTERLY ALONG STATE HIGHWAY 80 FROM THE COUNTY AD8297'COURTHOUSE IN LA BELLE, 14.4 M (47.2 FT) NORTH OF THE CENTERLINE OF AD8297'THE WESTBOUND LANES OF THE HIGHWAY, 8.4 M (27.6 FT) WEST OF THE AD8297'CENTERLINE OF LINWOOD ROAD, 2.0 M (6.6 FT) SOUTHWEST OF A FENCE AD8297'CORNER, 1.6 M (5.2 FT) SOUTH OF A WITNESS POST AND FENCE, 1.3 M (4.3 AD8297'FT) WEST OF A UTILITY POLE WITH 2 GUY CABLES, 0.9 M (3.0 FT) AD8297'NORTHEAST OF THE NORTHEAST CORNER OF A CULVERT APRON, AND 0.3 M (1.0 AD8297'FT) BELOW THE LEVEL OF THE HIGHWAY. NOTE--ACCESS TO THE DATUM POINT AD8297'IS THROUGH A 5-INCH LOGO CAP. AD8297 AD8297 STATION RECOVERY (1997) AD8297 AD8297'RECOVERY NOTE BY US POWER SQUADRON 1997 AD8297'RECOVERED IN GOOD CONDITION. AD8297 AD8297 STATION RECOVERY (2002) AD8297 AD8297'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP) AD8297'STATION RECOVERY (2002) AD8297'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CDP) AD8297'RECOVERED AS DESCRIBED. AD8297' AD8297' AD8297 AD8297 STATION RECOVERY (2003) AD8297 AD8297'RECOVERY NOTE BY US POWER SQUADRON 2003 AD8297'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD8298 *********************************************************************** AD8298 DESIGNATION - P 415 AD8298 PID - AD8298 AD8298 STATE/COUNTY- FL/LEE AD8298 USGS QUAD - OLGA (1987) AD8298 AD8298 *CURRENT SURVEY CONTROL AD8298 ___________________________________________________________________ AD8298* NAD 83(1986)- 26 42 34. (N) 081 43 16. (W) SCALED AD8298* NAVD 88 - 2.569 (meters) 8.43 (feet) ADJUSTED AD8298 ___________________________________________________________________ AD8298 GEOID HEIGHT- -24.32 (meters) GEOID99 AD8298 DYNAMIC HT - 2.565 (meters) 8.42 (feet) COMP AD8298 MODELED GRAV- 979,075.2 (mgal) NAVD 88 AD8298 AD8298 VERT ORDER - FIRST CLASS II AD8298 AD8298.The horizontal coordinates were scaled from a topographic map and have AD8298.an estimated accuracy of +/- 6 seconds. AD8298 AD8298.The orthometric height was determined by differential leveling AD8298.and adjusted by the National Geodetic Survey in September 1992. AD8298 AD8298.The geoid height was determined by GEOID99. AD8298 AD8298.The dynamic height is computed by dividing the NAVD 88 AD8298.geopotential number by the normal gravity value computed on the AD8298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD8298.degrees latitude (g = 980.6199 gals.). AD8298 AD8298.The modeled gravity was interpolated from observed gravity values. AD8298 AD8298; North East Units Estimated Accuracy AD8298;SPC FL W - 263,240. 227,750. MT (+/- 180 meters Scaled) AD8298 AD8298 SUPERSEDED SURVEY CONTROL AD8298 AD8298 NGVD 29 (09/01/92) 2.934 (m) 9.63 (f) ADJUSTED 1 2 AD8298 AD8298.Superseded values are not recommended for survey control. AD8298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8298.See file dsdata.txt to determine how the superseded data were derived. AD8298 AD8298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK282544(NAD 83) AD8298_MARKER: I = METAL ROD AD8298_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AD8298_STAMPING: P 415 1992 AD8298_MARK LOGO: NGS AD8298_PROJECTION: FLUSH AD8298_MAGNETIC: I = MARKER IS A STEEL ROD AD8298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AD8298+STABILITY: POSITION/ELEVATION WELL AD8298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8298+SATELLITE: SATELLITE OBSERVATIONS - 1992 AD8298_ROD/PIPE-DEPTH: 19.5 meters AD8298 AD8298 HISTORY - Date Condition Report By AD8298 HISTORY - 1992 MONUMENTED NGS AD8298 HISTORY - 19971106 GOOD USPSQD AD8298 HISTORY - 20031031 GOOD USPSQD AD8298 AD8298 STATION DESCRIPTION AD8298 AD8298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 AD8298'9.0 KM (5.60 MI) EASTERLY ALONG STATE HIGHWAY 80 (PALM BEACH AD8298'BOULEVARD) FROM CITY HALL IN FORT MYERS, THENCE 6.8 KM (4.20 MI) AD8298'SOUTHEASTERLY ALONG ORANGE RIVER BOULEVARD, THENCE 4.0 KM (2.50 MI) AD8298'NORTHERLY ALONG BUCKINGHAM ROAD, 43.7 M (143.4 FT) SOUTHEAST OF THE AD8298'CENTERLINE OF THE EASTBOUND LANES OF STATE HIGHWAY 80, 11.7 M (38.4 AD8298'FT) NORTHWEST OF THE CENTERLINE OF THE ROAD, 1.7 M (5.6 FT) SOUTHWEST AD8298'OF UTILITY POLE NUMBER 534-30, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE AD8298'ROAD, AND 0.4 M (1.3 FT) EAST-SOUTHEAST OF A WITNESS POST. AD8298'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. AD8298 AD8298 STATION RECOVERY (1997) AD8298 AD8298'RECOVERY NOTE BY US POWER SQUADRON 1997 AD8298'RECOVERED IN GOOD CONDITION. AD8298 AD8298 STATION RECOVERY (2003) AD8298 AD8298'RECOVERY NOTE BY US POWER SQUADRON 2003 AD8298'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD7701 *********************************************************************** AD7701 DESIGNATION - PAGE ARMY AIR FIELD BEACON AD7701 PID - AD7701 AD7701 STATE/COUNTY- FL/LEE AD7701 USGS QUAD - FORT MYERS SE (1987) AD7701 AD7701 *CURRENT SURVEY CONTROL AD7701 ___________________________________________________________________ AD7701* NAD 83(1990)- 26 35 09.57165(N) 081 51 22.25837(W) ADJUSTED AD7701* NAVD 88 - AD7701 ___________________________________________________________________ AD7701 LAPLACE CORR- -2.07 (seconds) DEFLEC99 AD7701 GEOID HEIGHT- -24.06 (meters) GEOID99 AD7701 AD7701 HORZ ORDER - THIRD AD7701 AD7701.This mark is at Page Field Airport (FMY) AD7701 AD7701.The horizontal coordinates were established by classical geodetic methods AD7701.and adjusted by the National Geodetic Survey in May 1991. AD7701 AD7701 AD7701.The Laplace correction was computed from DEFLEC99 derived deflections. AD7701 AD7701.The geoid height was determined by GEOID99. AD7701 AD7701; North East Units Scale Converg. AD7701;SPC FL W - 249,542.610 214,325.621 MT 0.99994371 +0 03 51.7 AD7701;UTM 17 - 2,940,866.506 414,742.871 MT 0.99968974 -0 22 59.5 AD7701 AD7701 SUPERSEDED SURVEY CONTROL AD7701 AD7701 NAD 83(1986)- 26 35 09.57118(N) 081 51 22.27179(W) AD( ) 4 AD7701 NAD 27 - 26 35 08.30849(N) 081 51 22.96090(W) AD( ) 3 AD7701 AD7701.Superseded values are not recommended for survey control. AD7701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD7701.See file dsdata.txt to determine how the superseded data were derived. AD7701 AD7701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1474340867(NAD 83) AD7701_MARKER: 21 = AIRPORT BEACON AD7701 AD7701 HISTORY - Date Condition Report By AD7701 HISTORY - 1945 FIRST OBSERVED CGS AD7701 HISTORY - 1955 GOOD CGS AD7701 HISTORY - 1959 GOOD CGS AD7701 HISTORY - 1969 GOOD CGS AD7701 HISTORY - 20031107 MARK NOT FOUND USPSQD AD7701 AD7701 STATION DESCRIPTION AD7701 AD7701'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EFH) AD7701'AT THE E EDGE OF PAGE FIELD, NEAR THE SEABOARD AIR LINE AD7701'RAILWAY. CENTER OF TOP. AD7701 AD7701 STATION RECOVERY (1955) AD7701 AD7701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RHT) AD7701'THE STATION IS LOCATED ABOUT 3 MI. S OF FORT MYERS, ON THE E AD7701'SIDE OF PAGE FIELD AIRPORT. IT IS A STEEL STRUCTURE ABOUT 50 AD7701'FT. HIGH AND HAS A ROTATING WHITE AND GREEN LIGHT. THE POINT AD7701'INTERSECTED WAS THE ROTATING WHITE AND GREEN LIGHT. AD7701' AD7701'PROBABLY THE SAME AS PAGE ARMY AIR FIELD, AIRWAY BEACON, 1945. AD7701 AD7701 STATION RECOVERY (1959) AD7701 AD7701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW) AD7701'ACCORDING TO LOCAL INFORMATION THIS BEACON HAS NOT BEEN MOVED AD7701'OR REBUILT SINCE 1945. AD7701' AD7701'IT IS LOCATED NEAR THE E EDGE OF PAGE FIELD, 71 FT. E OF THE AD7701'CENTERLINE OF A BLACK-TOP N-S ROAD AND 40 FT. N OF THE CENTERLINE AD7701'OF A GRAVEL ROAD LEADING E. AD7701 AD7701 STATION RECOVERY (1969) AD7701 AD7701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (ETO) AD7701'THE STATION WAS RECOVERED AS DESCRIBED. AD7701 AD7701 STATION RECOVERY (2003) AD7701 AD7701'RECOVERY NOTE BY US POWER SQUADRON 2003 AD7701'BEACON TOWER GONE 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD7702 *********************************************************************** AD7702 DESIGNATION - PAGE ARMY AIR FLD TETRAHEDRON AD7702 PID - AD7702 AD7702 STATE/COUNTY- FL/LEE AD7702 USGS QUAD - FORT MYERS SE (1987) AD7702 AD7702 *CURRENT SURVEY CONTROL AD7702 ___________________________________________________________________ AD7702* NAD 83(1990)- 26 35 07.26354(N) 081 51 43.77411(W) ADJUSTED AD7702* NAVD 88 - AD7702 ___________________________________________________________________ AD7702 LAPLACE CORR- -2.12 (seconds) DEFLEC99 AD7702 GEOID HEIGHT- -24.04 (meters) GEOID99 AD7702 AD7702 HORZ ORDER - THIRD AD7702 AD7702.This mark is at Page Field Airport (FMY) AD7702 AD7702.The horizontal coordinates were established by classical geodetic methods AD7702.and adjusted by the National Geodetic Survey in May 1991. AD7702 AD7702 AD7702.The Laplace correction was computed from DEFLEC99 derived deflections. AD7702 AD7702.The geoid height was determined by GEOID99. AD7702 AD7702; North East Units Scale Converg. AD7702;SPC FL W - 249,470.922 213,730.369 MT 0.99994350 +0 03 42.1 AD7702;UTM 17 - 2,940,799.487 414,147.228 MT 0.99969100 -0 23 09.1 AD7702 AD7702 SUPERSEDED SURVEY CONTROL AD7702 AD7702 NAD 83(1986)- 26 35 07.26310(N) 081 51 43.78758(W) AD( ) 4 AD7702 NAD 27 - 26 35 06.00077(N) 081 51 44.47586(W) AD( ) 3 AD7702 AD7702.Superseded values are not recommended for survey control. AD7702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD7702.See file dsdata.txt to determine how the superseded data were derived. AD7702 AD7702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1414740799(NAD 83) AD7702 AD7702 HISTORY - Date Condition Report By AD7702 HISTORY - 1945 FIRST OBSERVED CGS AD7702 HISTORY - 1959 SEE DESCRIPTION CGS AD7702 HISTORY - 20031107 MARK NOT FOUND USPSQD AD7702 AD7702 STATION DESCRIPTION AD7702 AD7702'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EFH) AD7702'SHOT THE VERTICAL BAR FROM FOUNDATION. AD7702 AD7702 STATION RECOVERY (1959) AD7702 AD7702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW) AD7702'STATION DESTROYED. ACCORDING TO PERSONNEL OF F.A.A. THIS AD7702'FACILITY HAS BEEN REBUILT IN A DIFFERENT LOCATION SINCE LOCATION AD7702'IN 1945. AD7702 AD7702 STATION RECOVERY (2003) AD7702 AD7702'RECOVERY NOTE BY US POWER SQUADRON 2003 AD7702'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD7708 *********************************************************************** AD7708 DESIGNATION - PF 1 1945 AD7708 PID - AD7708 AD7708 STATE/COUNTY- FL/LEE AD7708 USGS QUAD - FORT MYERS SE (1987) AD7708 AD7708 *CURRENT SURVEY CONTROL AD7708 ___________________________________________________________________ AD7708* NAD 83(1990)- 26 36 42.97504(N) 081 52 19.02020(W) ADJUSTED AD7708* NAVD 88 - 2. (meters) 7. (feet) SCALED AD7708 ___________________________________________________________________ AD7708 LAPLACE CORR- -2.16 (seconds) DEFLEC99 AD7708 GEOID HEIGHT- -24.05 (meters) GEOID99 AD7708 AD7708 HORZ ORDER - SECOND AD7708 AD7708.The horizontal coordinates were established by classical geodetic methods AD7708.and adjusted by the National Geodetic Survey in May 1991. AD7708 AD7708.The orthometric height was scaled from a topographic map. AD7708 AD7708.The Laplace correction was computed from DEFLEC99 derived deflections. AD7708 AD7708.The geoid height was determined by GEOID99. AD7708 AD7708; North East Units Scale Converg. AD7708;SPC FL W - 252,415.455 212,752.175 MT 0.99994318 +0 03 26.5 AD7708;UTM 17 - 2,943,750.832 413,192.315 MT 0.99969303 -0 23 26.2 AD7708 AD7708: Primary Azimuth Mark Grid Az AD7708:SPC FL W - AF2 FLGS 1934 270 29 26.4 AD7708:UTM 17 - AF2 FLGS 1934 270 56 19.1 AD7708 AD7708|---------------------------------------------------------------------| AD7708| PID Reference Object Distance Geod. Az | AD7708| dddmmss.s | AD7708| AD7751 AF2 FLGS 1934 APPROX. 1.2 KM 2703252.9 | AD7708|---------------------------------------------------------------------| AD7708 AD7708 SUPERSEDED SURVEY CONTROL AD7708 AD7708 NAD 83(1986)- 26 36 42.97451(N) 081 52 19.03374(W) AD( ) 2 AD7708 NAD 27 - 26 36 41.71582(N) 081 52 19.72084(W) AD( ) 2 AD7708 AD7708.Superseded values are not recommended for survey control. AD7708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD7708.See file dsdata.txt to determine how the superseded data were derived. AD7708 AD7708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1319243751(NAD 83) AD7708_MARKER: N = NAIL AD7708_SETTING: 0 = UNSPECIFIED SETTING AD7708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD7708 AD7708 HISTORY - Date Condition Report By AD7708 HISTORY - 1945 MONUMENTED CGS AD7708 HISTORY - 1986 MARK NOT FOUND USPSQD AD7708 HISTORY - 20031105 MARK NOT FOUND USPSQD AD7708 AD7708 STATION DESCRIPTION AD7708 AD7708'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EFH) AD7708'STATION IS ABOUT 2.5 MILES S OF COURTHOUSE IN FORT MYERS, ON AD7708'U.S. HIGHWAY 41. STATION MARK IS A 2- BY 4-INCH POST DRIVEN AD7708'IN GROUND WITH NAIL IN TOP (CENTER). AD7708 AD7708 STATION RECOVERY (1986) AD7708 AD7708'RECOVERY NOTE BY US POWER SQUADRON 1986 (FOW) AD7708'MARK NOT FOUND. AD7708 AD7708 STATION RECOVERY (2003) AD7708 AD7708'RECOVERY NOTE BY US POWER SQUADRON 2003 AD7708'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD7706 *********************************************************************** AD7706 DESIGNATION - PF 2 1945 AD7706 PID - AD7706 AD7706 STATE/COUNTY- FL/LEE AD7706 USGS QUAD - FORT MYERS SE (1987) AD7706 AD7706 *CURRENT SURVEY CONTROL AD7706 ___________________________________________________________________ AD7706* NAD 83(1990)- 26 35 42.76335(N) 081 52 18.54700(W) ADJUSTED AD7706* NAVD 88 - 2. (meters) 7. (feet) SCALED AD7706 ___________________________________________________________________ AD7706 LAPLACE CORR- -2.18 (seconds) DEFLEC99 AD7706 GEOID HEIGHT- -24.03 (meters) GEOID99 AD7706 AD7706 HORZ ORDER - SECOND AD7706 AD7706.The horizontal coordinates were established by classical geodetic methods AD7706.and adjusted by the National Geodetic Survey in May 1991. AD7706 AD7706.The orthometric height was scaled from a topographic map. AD7706 AD7706.The Laplace correction was computed from DEFLEC99 derived deflections. AD7706 AD7706.The geoid height was determined by GEOID99. AD7706 AD7706; North East Units Scale Converg. AD7706;SPC FL W - 250,562.437 212,767.122 MT 0.99994319 +0 03 26.6 AD7706;UTM 17 - 2,941,898.217 413,192.778 MT 0.99969303 -0 23 25.2 AD7706 AD7706: Primary Azimuth Mark Grid Az AD7706:SPC FL W - PF 3 124 05 58.6 AD7706:UTM 17 - PF 3 124 32 50.4 AD7706 AD7706|---------------------------------------------------------------------| AD7706| PID Reference Object Distance Geod. Az | AD7706| dddmmss.s | AD7706| AD7701 PAGE ARMY AIR FIELD BEACON APPROX. 1.9 KM 1231524.1 | AD7706| AD1506 PF 3 APPROX. 1.6 KM 1240925.2 | AD7706| AD7702 PAGE ARMY AIR FLD TETRAHEDRON APPROX. 1.5 KM 1383745.9 | AD7706|---------------------------------------------------------------------| AD7706 AD7706 SUPERSEDED SURVEY CONTROL AD7706 AD7706 NAD 83(1986)- 26 35 42.76284(N) 081 52 18.56048(W) AD( ) 2 AD7706 NAD 27 - 26 35 41.50197(N) 081 52 19.24779(W) AD( ) 2 AD7706 AD7706.Superseded values are not recommended for survey control. AD7706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD7706.See file dsdata.txt to determine how the superseded data were derived. AD7706 AD7706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1319341898(NAD 83) AD7706_MARKER: DS = TRIANGULATION STATION DISK AD7706_SETTING: 0 = UNSPECIFIED SETTING AD7706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD7706 AD7706 HISTORY - Date Condition Report By AD7706 HISTORY - 1945 MONUMENTED CGS AD7706 HISTORY - 1959 GOOD CGS AD7706 HISTORY - 1961 MARK NOT FOUND CGS AD7706 HISTORY - 20031105 MARK NOT FOUND USPSQD AD7706 AD7706 STATION DESCRIPTION AD7706 AD7706'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EFH) AD7706'STATION IS LOCATED ABOUT 3.0 MILES S OF FORT MYERS, ALONG AD7706'U.S. HIGHWAY 41, NEAR THE NW CORNER OF PAGE FIELD, 48 FEET W OF AD7706'THE EXTREME NW CORNER OF PAGE FIELD, 21.5 FEET W OF THE CENTER OF AD7706'HIGHWAY 41, 15 FEET S OF THE S BANK OF IRRIGATION CANAL, 6.3 FEET AD7706'E OF LARGE WHITE CORNER MARKER OF AN ESTATE, AND 2.5 FEET SE OF AD7706'REFERENCE POST. AD7706' AD7706'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE AD7706'POST. UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE. AD7706' AD7706'REACHED FROM THE COUNTY COURTHOUSE IN FORT MYERS AS FOLLOWS--GO AD7706'SW ALONG MC GREGOR BOULEVARD TO JUNCTION OF STATE HIGHWAY 184 AND AD7706'25 AND U.S. HIGHWAY 41, TURN LEFT, S ON HIGHWAY 41 AND GO S 3.1 AD7706'MILES TO IRRIGATION CANAL AND THE NW CORNER OF PAGE FIELD AND AD7706'STATION. AD7706 AD7706 STATION RECOVERY (1959) AD7706 AD7706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW) AD7706'THE STATION WAS RECOVERED IN GOOD CONDITION. AD7706' AD7706'THE DESCRIPTION IS COMPLETE AND ADEQUATE EXCEPT THE WITNESS AD7706'POST HAS ROTTED AWAY. AD7706' AD7706'THIS IS A TRAVERSE STATION. AD7706 AD7706 STATION RECOVERY (1961) AD7706 AD7706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VRS) AD7706'THIS STATION WAS SEARCHED FOR BUT NOT RECOVERED IN JANUARY AD7706'1961. THE LOCATION GIVEN IN THE DESCRIPTION IS NOW AT THE BOTTOM AD7706'OF THE DITCH ALONG THE WEST SIDE OF THE HIGHWAY. THE MARK HAS AD7706'PROBABLY BEEN DESTROYED. AD7706 AD7706 STATION RECOVERY (2003) AD7706 AD7706'RECOVERY NOTE BY US POWER SQUADRON 2003 AD7706'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD1506 *********************************************************************** AD1506 DESIGNATION - PF 3 AD1506 PID - AD1506 AD1506 STATE/COUNTY- FL/LEE AD1506 USGS QUAD - FORT MYERS SE (1987) AD1506 AD1506 *CURRENT SURVEY CONTROL AD1506 ___________________________________________________________________ AD1506* NAD 83(1990)- 26 35 13.82956(N) 081 51 31.12001(W) ADJUSTED AD1506* NAVD 88 - 4.137 (meters) 13.57 (feet) ADJUSTED AD1506 ___________________________________________________________________ AD1506 LAPLACE CORR- -2.09 (seconds) DEFLEC99 AD1506 GEOID HEIGHT- -24.05 (meters) GEOID99 AD1506 DYNAMIC HT - 4.131 (meters) 13.55 (feet) COMP AD1506 MODELED GRAV- 979,067.8 (mgal) NAVD 88 AD1506 AD1506 HORZ ORDER - SECOND AD1506 VERT ORDER - FIRST CLASS I AD1506 AD1506.This mark is at Page Field Airport (FMY) AD1506 AD1506.The horizontal coordinates were established by classical geodetic methods AD1506.and adjusted by the National Geodetic Survey in May 1991. AD1506 AD1506.The orthometric height was determined by differential leveling AD1506.and adjusted by the National Geodetic Survey in June 1991. AD1506.WARNING-Repeat measurements at this control monument indicate possible AD1506.vertical movement. AD1506 AD1506.The Laplace correction was computed from DEFLEC99 derived deflections. AD1506 AD1506.The geoid height was determined by GEOID99. AD1506 AD1506.The dynamic height is computed by dividing the NAVD 88 AD1506.geopotential number by the normal gravity value computed on the AD1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD1506.degrees latitude (g = 980.6199 gals.). AD1506 AD1506.The modeled gravity was interpolated from observed gravity values. AD1506 AD1506; North East Units Scale Converg. AD1506;SPC FL W - 249,673.375 214,080.280 MT 0.99994362 +0 03 47.8 AD1506;UTM 17 - 2,940,999.149 414,498.621 MT 0.99969025 -0 23 03.5 AD1506 AD1506: Primary Azimuth Mark Grid Az AD1506:SPC FL W - PF 4 1945 024 06 02.8 AD1506:UTM 17 - PF 4 1945 024 32 54.1 AD1506 AD1506|---------------------------------------------------------------------| AD1506| PID Reference Object Distance Geod. Az | AD1506| dddmmss.s | AD1506| AD7705 PAGE ARMY AIR FIELD HOMING STA APPROX. 0.7 KM 0041837.1 | AD1506| AD7704 PF 4 1945 APPROX. 0.7 KM 0240950.6 | AD1506| AD7703 PAGE ARMY AIR FIELD CONTRL TWR 31.209 METERS 10121 | AD1506| AD7701 PAGE ARMY AIR FIELD BEACON 278.030 METERS 11807 | AD1506|---------------------------------------------------------------------| AD1506 AD1506 SUPERSEDED SURVEY CONTROL AD1506 AD1506 NAD 83(1986)- 26 35 13.82910(N) 081 51 31.13348(W) AD( ) 2 AD1506 NAD 27 - 26 35 12.56715(N) 081 51 31.82210(W) AD( ) 2 AD1506 NGVD 29 (??/??/92) 4.495 (m) 14.75 (f) ADJ UNCH 1 1 AD1506 AD1506.Superseded values are not recommended for survey control. AD1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1506.See file dsdata.txt to determine how the superseded data were derived. AD1506 AD1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1449940999(NAD 83) AD1506_MARKER: DE = TRAVERSE STATION DISK AD1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD1506_STAMPING: PF 3 1948 AD1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD1506+STABILITY: SURFACE MOTION AD1506 AD1506 HISTORY - Date Condition Report By AD1506 HISTORY - 1945 MONUMENTED CGS AD1506 HISTORY - 1945 GOOD CGS AD1506 HISTORY - 1948 GOOD CGS AD1506 HISTORY - 1958 GOOD CGS AD1506 HISTORY - 1964 GOOD CGS AD1506 HISTORY - 1965 GOOD NGS AD1506 HISTORY - 1976 GOOD NGS AD1506 HISTORY - 1981 GOOD USGS AD1506 HISTORY - 1982 GOOD NGS AD1506 HISTORY - 19920406 MARK NOT FOUND NGS AD1506 HISTORY - 20031107 MARK NOT FOUND USPSQD AD1506 AD1506 STATION DESCRIPTION AD1506 AD1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EFH) AD1506'STATION IS LOCATED ABOUT 4.0 MILES S OF FORT MYERS, AT PAGE FIELD AD1506'NEAR THE CONTROL TOWER, 100 FEET W OF THE CENTER OF THE CONTROL AD1506'TOWER, 57 FEET S OF STREET N OF CONTROL TOWER, 42 FEET N OF AD1506'STREET RUNNING S OF CONTROL TOWER, AND 32.6 FEET NW OF FIREPLUG. AD1506' AD1506'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE AD1506'POST. UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE. AD1506' AD1506'REACHED FROM FORT MYERS BY GOING S ON U.S. HIGHWAY 41 TO PAGE AD1506'FIELD AND STATION. AD1506 AD1506 STATION RECOVERY (1945) AD1506 AD1506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RMB) AD1506'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED WITH THE AD1506'EXCEPTION THAT THE CONTROL TOWER, MENTIONED IN THE ORIGINAL AD1506'DESCRIPTION, NO LONGER EXISTS. THE STATION IS 168.15 FT. NW OF AD1506'THE CORNER OF C.A.A. AND WEATHER BUREAU BUILDING. THE STATION AD1506'WAS RECOVERED IN GOOD CONDITION EXCEPT THAT THE DATE HAS BEEN AD1506'OBLITERATED BY MOWERS. AD1506 AD1506 STATION RECOVERY (1948) AD1506 AD1506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MBC) AD1506'DESCRIPTION ADEQUATE. MARK IS STAMPED PF 3 1945. AD1506' AD1506'HOMING STATION - REFERENCE POINT HAS BEEN REMOVED. THIS WAS AD1506'CHECKED BY OCCUPYING STATION PF-3. AD1506 AD1506 STATION RECOVERY (1958) AD1506 AD1506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB) AD1506'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED WITH THE AD1506'EXCEPTION THAT THE CONTROL TOWER MENTIONED IN THE ORIGINAL AD1506'DESCRIPTION NO LONGER EXISTS. THE STATION IS 168.15 FEET AD1506'NORTHWEST OF THE WEST CORNER OF CAA AND WEATHER BUREAU AD1506'BUILDING. THE STATION WAS RECOVERED IN GOOD CONDITION EXCEPT AD1506'THAT THE DATE HAS BEEN OBLITERATED BY MOWERS. AD1506 AD1506 STATION RECOVERY (1964) AD1506 AD1506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EP) AD1506'STATION RECOVERED IN GOOD CONDITION. THE PREVIOUS DESCRIPTION AD1506'IS ADEQUATE AND COMPLETE FOR RECOVERY. AD1506 AD1506 STATION RECOVERY (1965) AD1506 AD1506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 AD1506'5.8 MI SE FROM FORT MYERS. AD1506'ABOUT 0.15 MILE SOUTHWEST ALONG MAIN STREET AND MC GREGOR AD1506'BOULEVARD FROM THE COURTHOUSE AT FORT MYERS, THENCE ABOUT 4.3 AD1506'MILES SOUTH ALONG U.S. HIGHWAY 41, THENCE 1.4 MILES EAST AND AD1506'NORTH ALONG AIRPORT ROAD, AT PAGE FIELD AIRPORT, IN SECTION AD1506'1, R 24 E, T 45 S, AT THE LINK DUSTING INC. HANGAR, AT A POINT AD1506'WHERE THREE DRIVES COME TOGETHER THAT LEADS WEST FROM THE ROAD AD1506'THAT PARALLELS ALONG THE EAST SIDE OF THE AIRFIELD, 99 FEET AD1506'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF THE THREE DRIVES, AD1506'52 FEET NORTH OF THE CENTER LINE OF THE CENTER ONE OF THE AD1506'DRIVES, 32 FEET NORTHEAST OF A FIRE HYDRANT, ABOUT 2 FEET BELOW AD1506'THE LEVEL OF THE DRIVE AND IS A DISK IN THE TOP OF A CONCRETE AD1506'POST PROJECTING 0.1 FOOT. NOTE-- THE NORTHWEST SIDE OF THE POST AD1506'HAS BEEN HIT, THE DISK IS SLIGHTLY MARRED. AD1506 AD1506 STATION RECOVERY (1976) AD1506 AD1506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AD1506'RECOVERED IN GOOD CONDITION. AD1506 AD1506 STATION RECOVERY (1981) AD1506 AD1506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 AD1506'RECOVERED IN GOOD CONDITION. AD1506 AD1506 STATION RECOVERY (1982) AD1506 AD1506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (APF) AD1506'LOCATED AS DESCRIBED IN GOOD CONDITION. AD1506' AD1506'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED AT PAGE AD1506'AIRFIELD. AD1506 AD1506 STATION RECOVERY (1992) AD1506 AD1506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD1506'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. AD1506 AD1506 STATION RECOVERY (2003) AD1506 AD1506'RECOVERY NOTE BY US POWER SQUADRON 2003 AD1506'IF IT EXIST IT IS UNDER PAVEMENT 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD7704 *********************************************************************** AD7704 DESIGNATION - PF 4 1945 AD7704 PID - AD7704 AD7704 STATE/COUNTY- FL/LEE AD7704 USGS QUAD - FORT MYERS SE (1987) AD7704 AD7704 *CURRENT SURVEY CONTROL AD7704 ___________________________________________________________________ AD7704* NAD 83(1990)- 26 35 33.29340(N) 081 51 21.40649(W) ADJUSTED AD7704* NAVD 88 - 5.25 (+/-2cm) 17.2 (feet) VERTCON AD7704 ___________________________________________________________________ AD7704 LAPLACE CORR- -2.07 (seconds) DEFLEC99 AD7704 GEOID HEIGHT- -24.06 (meters) GEOID99 AD7704 AD7704 HORZ ORDER - SECOND AD7704 VERT ORDER - THIRD ? (See Below) AD7704 AD7704.This mark is at Page Field Airport (FMY) AD7704 AD7704.The horizontal coordinates were established by classical geodetic methods AD7704.and adjusted by the National Geodetic Survey in May 1991. AD7704 AD7704.The NAVD 88 height was computed by applying the VERTCON shift value to AD7704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD7704.The vertical order pertains to the NGVD 29 superseded value. AD7704 AD7704.The Laplace correction was computed from DEFLEC99 derived deflections. AD7704 AD7704.The geoid height was determined by GEOID99. AD7704 AD7704; North East Units Scale Converg. AD7704;SPC FL W - 250,272.678 214,348.371 MT 0.99994372 +0 03 52.1 AD7704;UTM 17 - 2,941,596.189 414,771.316 MT 0.99968968 -0 22 59.5 AD7704 AD7704: Primary Azimuth Mark Grid Az AD7704:SPC FL W - PF 3 204 06 02.8 AD7704:UTM 17 - PF 3 204 32 54.4 AD7704 AD7704|---------------------------------------------------------------------| AD7704| PID Reference Object Distance Geod. Az | AD7704| dddmmss.s | AD7704| AD7701 PAGE ARMY AIR FIELD BEACON APPROX. 0.7 KM 1815057.4 | AD7704| AD1506 PF 3 APPROX. 0.7 KM 2040954.9 | AD7704| AD7702 PAGE ARMY AIR FLD TETRAHEDRON APPROX. 1.0 KM 2174123.7 | AD7704| AD7705 PAGE ARMY AIR FIELD HOMING STA 233.086 METERS 29114 | AD7704|---------------------------------------------------------------------| AD7704 AD7704 SUPERSEDED SURVEY CONTROL AD7704 AD7704 NAD 83(1986)- 26 35 33.29302(N) 081 51 21.41995(W) AD( ) 2 AD7704 NAD 27 - 26 35 32.03176(N) 081 51 22.10882(W) AD( ) 2 AD7704 NGVD 29 (07/19/86) 5.61 (m) 18.4 (f) LEVELING 3 AD7704 AD7704.Superseded values are not recommended for survey control. AD7704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD7704.See file dsdata.txt to determine how the superseded data were derived. AD7704 AD7704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1477141596(NAD 83) AD7704_MARKER: DS = TRIANGULATION STATION DISK AD7704_SETTING: 0 = UNSPECIFIED SETTING AD7704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD7704 AD7704 HISTORY - Date Condition Report By AD7704 HISTORY - 1945 MONUMENTED CGS AD7704 HISTORY - 1945 GOOD CGS AD7704 HISTORY - 1948 GOOD CGS AD7704 HISTORY - 1961 MARK NOT FOUND CGS AD7704 HISTORY - 1986 MARK NOT FOUND USPSQD AD7704 HISTORY - 20031107 GOOD USPSQD AD7704 AD7704 STATION DESCRIPTION AD7704 AD7704'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EFH) AD7704'STATION IS LOCATED ABOUT 3.5 MILES S OF FORT MYERS, AT PAGE FIELD, AD7704'NEAR THE NE EDGE OF FIELD, NEAR THE SEABOARD AIR LINE RAILWAY, AD7704'171 FEET E OF THE CENTER OF A BLACK-TOP DRIVE, 23.2 FEET W OF AD7704'MILEPOST 930, AND 7 FEET W OF W RAIL. AD7704' AD7704'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE AD7704'POST. UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE. AD7704' AD7704'REACHED FROM FORT MYERS BY GOING S ON U.S. HIGHWAY 41 TO PAGE AD7704'FIELD AND TO STATION. AD7704 AD7704 STATION RECOVERY (1945) AD7704 AD7704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (HJB) AD7704'STATION, STAMPED P F 4 1945, WAS RECOVERED IN EXCELLENT AD7704'CONDITION. IT IS 4.4 MI. S OF FORT MYERS. AD7704 AD7704 STATION RECOVERY (1948) AD7704 AD7704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MBC) AD7704'ADD TO DESCRIPTION-- AD7704' AD7704'STATION IS MARKED BY A WITNESS POST WHICH IS APPROXIMATELY AD7704'2 FT. NE. MARK IS STAMPED PF 4 1945. AD7704' AD7704'HOMING STATION - REFERENCE POINT HAS BEEN REMOVED. THIS WAS AD7704'CHECKED BY OCCUPYING STATION PF-4. AD7704 AD7704 STATION RECOVERY (1961) AD7704 AD7704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VRS) AD7704'THIS STATION WAS RECOVERED IN JANUARY 1961. THE SURFACE MARK WAS AD7704'FOUND DESTROYED. THE POST HAS BEEN PUSHED OVER. THE DISK WAS AD7704'RECOVERED. THE UNDERGROUND MARK WAS SEARCHED FOR BUT NOT AD7704'RECOVERED. CONSIDERABLE DIGGING WAS DONE BUT THE MARK WAS NOT AD7704'FOUND. AD7704 AD7704 STATION RECOVERY (1986) AD7704 AD7704'RECOVERY NOTE BY US POWER SQUADRON 1986 (FOW) AD7704'MARK NOT FOUND. AD7704 AD7704 STATION RECOVERY (2003) AD7704 AD7704'RECOVERY NOTE BY US POWER SQUADRON 2003 AD7704'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD7668 *********************************************************************** AD7668 DESIGNATION - PF 6 1945 AD7668 PID - AD7668 AD7668 STATE/COUNTY- FL/LEE AD7668 USGS QUAD - FORT MYERS (1987) AD7668 AD7668 *CURRENT SURVEY CONTROL AD7668 ___________________________________________________________________ AD7668* NAD 83(1990)- 26 37 42.93435(N) 081 51 22.35893(W) ADJUSTED AD7668* NAVD 88 - 4.64 (+/-2cm) 15.2 (feet) VERTCON AD7668 ___________________________________________________________________ AD7668 LAPLACE CORR- -2.02 (seconds) DEFLEC99 AD7668 GEOID HEIGHT- -24.09 (meters) GEOID99 AD7668 AD7668 HORZ ORDER - SECOND AD7668 VERT ORDER - THIRD ? (See Below) AD7668 AD7668.The horizontal coordinates were established by classical geodetic methods AD7668.and adjusted by the National Geodetic Survey in May 1991. AD7668 AD7668.The NAVD 88 height was computed by applying the VERTCON shift value to AD7668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD7668.The vertical order pertains to the NGVD 29 superseded value. AD7668 AD7668.The Laplace correction was computed from DEFLEC99 derived deflections. AD7668 AD7668.The geoid height was determined by GEOID99. AD7668 AD7668; North East Units Scale Converg. AD7668;SPC FL W - 254,262.389 214,317.534 MT 0.99994371 +0 03 52.0 AD7668;UTM 17 - 2,945,585.005 414,771.672 MT 0.99968968 -0 23 01.6 AD7668 AD7668: Primary Azimuth Mark Grid Az AD7668:SPC FL W - AF 8 322 08 49.1 AD7668:UTM 17 - AF 8 322 35 42.7 AD7668 AD7668|---------------------------------------------------------------------| AD7668| PID Reference Object Distance Geod. Az | AD7668| dddmmss.s | AD7668| AD1429 AF 8 APPROX. 0.7 KM 3221241.1 | AD7668|---------------------------------------------------------------------| AD7668 AD7668 SUPERSEDED SURVEY CONTROL AD7668 AD7668 NAD 83(1986)- 26 37 42.93394(N) 081 51 22.37252(W) AD( ) 2 AD7668 NAD 27 - 26 37 41.67734(N) 081 51 23.06162(W) AD( ) 2 AD7668 NGVD 29 (07/19/86) 5.00 (m) 16.4 (f) LEVELING 3 AD7668 AD7668.Superseded values are not recommended for survey control. AD7668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD7668.See file dsdata.txt to determine how the superseded data were derived. AD7668 AD7668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1477245585(NAD 83) AD7668_MARKER: DS = TRIANGULATION STATION DISK AD7668_SETTING: 0 = UNSPECIFIED SETTING AD7668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD7668 AD7668 HISTORY - Date Condition Report By AD7668 HISTORY - 1945 MONUMENTED CGS AD7668 HISTORY - 19971202 MARK NOT FOUND USPSQD AD7668 HISTORY - 19980113 MARK NOT FOUND USPSQD AD7668 HISTORY - 20031016 MARK NOT FOUND USPSQD AD7668 AD7668 STATION DESCRIPTION AD7668 AD7668'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EFH) AD7668'STATION IS LOCATED IN THE S EDGE OF FORT MYERS ALONG THE SEABOARD AD7668'AIR LINE RAILWAY, NEAR THE CITY AIRPORT, 181 FEET NW OF THE AD7668'CROSSING OF THE ATLANTIC COAST LINE RAILROAD AND THE SEABOARD AIR AD7668'LINE RAILWAY, 96.5 FEET NE OF THE ATLANTIC COAST LINE RAILROAD, AD7668'36.8 FEET W OF THE W RAIL OF THE SEABOARD AIR LINE RAILWAY, 11 AD7668'FEET W OF A TELEPHONE POLE, AND 4.5 FEET NE OF A REFERENCE POST. AD7668' AD7668'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE AD7668'POST. UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE. AD7668' AD7668'REACHED FROM THE INTERSECTION OF THE SEABOARD AIR LINE RAILWAY AD7668'AND EDISON AVENUE AT THE CITY AIRPORT IN FORT MYERS BY GOING S AD7668'ALONG THE W EDGE OF THE CITY AIRPORT TO A RAILROAD CROSSING AND AD7668'STATION. AD7668 AD7668 STATION RECOVERY (1997) AD7668 AD7668'RECOVERY NOTE BY US POWER SQUADRON 1997 AD7668'MARK NOT FOUND. AD7668 AD7668 STATION RECOVERY (1998) AD7668 AD7668'RECOVERY NOTE BY US POWER SQUADRON 1998 AD7668'MARK NOT FOUND. AD7668 AD7668 STATION RECOVERY (2003) AD7668 AD7668'RECOVERY NOTE BY US POWER SQUADRON 2003 AD7668'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD1412 *********************************************************************** AD1412 DESIGNATION - PF 9 AD1412 PID - AD1412 AD1412 STATE/COUNTY- FL/LEE AD1412 USGS QUAD - OLGA (1987) AD1412 AD1412 *CURRENT SURVEY CONTROL AD1412 ___________________________________________________________________ AD1412* NAD 83(1990)- 26 40 29.60738(N) 081 44 09.35933(W) ADJUSTED AD1412* NAVD 88 - 4.503 (meters) 14.77 (feet) ADJUSTED AD1412 ___________________________________________________________________ AD1412 LAPLACE CORR- -1.29 (seconds) DEFLEC99 AD1412 GEOID HEIGHT- -24.30 (meters) GEOID99 AD1412 DYNAMIC HT - 4.496 (meters) 14.75 (feet) COMP AD1412 MODELED GRAV- 979,070.4 (mgal) NAVD 88 AD1412 AD1412 HORZ ORDER - SECOND AD1412 VERT ORDER - FIRST CLASS II AD1412 AD1412.The horizontal coordinates were established by classical geodetic methods AD1412.and adjusted by the National Geodetic Survey in May 1991. AD1412 AD1412.The orthometric height was determined by differential leveling AD1412.and adjusted by the National Geodetic Survey in September 1992. AD1412.WARNING-Repeat measurements at this control monument indicate possible AD1412.vertical movement. AD1412 AD1412.The Laplace correction was computed from DEFLEC99 derived deflections. AD1412 AD1412.The geoid height was determined by GEOID99. AD1412 AD1412.The dynamic height is computed by dividing the NAVD 88 AD1412.geopotential number by the normal gravity value computed on the AD1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD1412.degrees latitude (g = 980.6199 gals.). AD1412 AD1412.The modeled gravity was interpolated from observed gravity values. AD1412 AD1412; North East Units Scale Converg. AD1412;SPC FL W - 259,410.962 226,283.388 MT 0.99994970 +0 07 06.8 AD1412;UTM 17 - 2,950,638.378 426,774.242 MT 0.99966620 -0 19 49.4 AD1412 AD1412: Primary Azimuth Mark Grid Az AD1412:SPC FL W - PF 8 1945 271 58 38.2 AD1412:UTM 17 - PF 8 1945 272 25 34.4 AD1412 AD1412|---------------------------------------------------------------------| AD1412| PID Reference Object Distance Geod. Az | AD1412| dddmmss.s | AD1412| AD7662 PF 10 1945 394.650 METERS 09050 | AD1412| AD1393 Q 73 374.709 METERS 09058 | AD1412| AD7664 PF 8 1945 APPROX. 0.8 KM 2720545.0 | AD1412|---------------------------------------------------------------------| AD1412 AD1412 SUPERSEDED SURVEY CONTROL AD1412 AD1412 NAD 83(1986)- 26 40 29.60737(N) 081 44 09.37285(W) AD( ) 2 AD1412 NAD 27 - 26 40 28.35320(N) 081 44 10.07544(W) AD( ) 2 AD1412 NAVD 88 (06/15/91) 4.542 (m) 14.90 (f) UNKNOWN 1 2 AD1412 NGVD 29 (09/01/92) 4.864 (m) 15.96 (f) ADJUSTED 1 2 AD1412 AD1412.Superseded values are not recommended for survey control. AD1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1412.See file dsdata.txt to determine how the superseded data were derived. AD1412 AD1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2677450638(NAD 83) AD1412_MARKER: DE = TRAVERSE STATION DISK AD1412_SETTING: 35 = STORM DRAIN AD1412_STAMPING: PF 9 1945 AD1412_MARK LOGO: CGS AD1412_MAGNETIC: N = NO MAGNETIC MATERIAL AD1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD1412+STABILITY: SURFACE MOTION AD1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AD1412+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1992 AD1412 AD1412 HISTORY - Date Condition Report By AD1412 HISTORY - 1945 MONUMENTED CGS AD1412 HISTORY - 1960 GOOD CGS AD1412 HISTORY - 1960 GOOD NGS AD1412 HISTORY - 1979 GOOD LOCENG AD1412 HISTORY - 1985 GOOD USPSQD AD1412 HISTORY - 1986 GOOD USPSQD AD1412 HISTORY - 19920402 GOOD NGS AD1412 HISTORY - 19971106 GOOD USPSQD AD1412 HISTORY - 20031031 GOOD USPSQD AD1412 AD1412 STATION DESCRIPTION AD1412 AD1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (EFH) AD1412'THIS STATION IS LOCATED ABOUT 8.8 MILES ENE OF FORT MYERS, 0.25 AD1412'MILE W OF THE T-INTERSECTION OF STATE HIGHWAY 2 AND 25 AND STATE AD1412'HIGHWAY 274 IN THE VILLAGE OF BUCKINGHAM, AT THE SW CORNER OF A AD1412'CONCRETE BRIDGE OVER A CREEK, 14 FEET S OF THE CENTER LINE OF AD1412'HIGHWAY 2 AND 25, 13.8 FEET W OF THE W END OF THE S GUARDRAIL, AD1412'1.4 FEET S OF THE S EDGE OF THE S CURB, AND 3.1 FEET NE OF THE AD1412'CENTER OF AN IRON MANHOLE COVER. AD1412' AD1412'STATION MARK IS A BRONZE TRAVERSE DISK SET IN THE TOP OF A AD1412'CONCRETE CATCH BASIN, AND STAMPED P F 9 1945. AD1412' AD1412'TO REACH FROM THE POST OFFICE IN FORT MYERS, GO E ALONG STATE AD1412'HIGHWAY 2 AND 25 FOR 8.8 MILE TO A CONCRETE BRIDGE ACROSS A CREEK AD1412'AND THE STATION AT THE SW CORNER. AD1412 AD1412 STATION RECOVERY (1960) AD1412 AD1412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK) AD1412'THIS STATION WAS RECOVERED IN NOVEMBER 1960 AND WAS FOUND IN GOOD AD1412'CONDITION. IT IS LOCATED ABOUT 12.7 MILES AIR LINE EAST AD1412'SOUTHEAST OF THE POST OFFICE AT FORT MYERS, 13 FT. WEST OF THE AD1412'SOUTH END OF THE WEST ABUTMENT OF A CONCRETE BRIDGE OVER A CREEK, AD1412'13 FT. SOUTH OF THE CENTER LINE OF ORANGE RIVER BOULEVARD (STATE AD1412'ROAD S 80), 0.5 FT. ABOVE THE LEVEL OF THE ROAD, A TRAVERSE AD1412'STATION DISK SET IN THE TOP OF A CONCRETE CATCH BASIN, STAMPED AD1412'PF 9 1945. AD1412' AD1412'TO REACH FROM THE POST OFFICE AT FORT MYERS GO 10.1 MILES EAST AD1412'ALONG STATE HIGHWAY 80 TO AN INTERSECTION WITH BUCKINGHAM ROAD AD1412'(STATE ROAD S 80) TURN RIGHT AND GO 2.6 MILES SOUTH ALONG AD1412'BUCKINGHAM ROAD TO AN INTERSECTION WITH ORANGE RIVER BOULEVARD, AD1412'TURN RIGHT AND GO 0.25 MILE WEST ALONG ORANGE RIVER BOULEVARD TO AD1412'A CONCRETE BRIDGE AND THE STATION ON THE LEFT. AD1412 AD1412 STATION RECOVERY (1960) AD1412 AD1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960 AD1412'13 MI ESE FROM FORT MYERS. AD1412'10.1 MILES EAST ALONG STATE HIGHWAY 80 FROM THE POST OFFICE AT AD1412'FORT MYERS, THENCE 2.6 MILES SOUTH ALONG BUCKINGHAM ROAD (STATE AD1412'ROAD S 80) THENCE 0.25 MILE WEST ALONG ORANGE RIVER BOULEVARD, AD1412'13 FT. WEST OF THE SOUTH END OF THE WEST ABUTMENT OF A CONCRETE AD1412'BRIDGE OVER A CREEK, 13 FT. SOUTH OF THE CENTER LINE OF ORANGE AD1412'RIVER BOULEVARD, 0.5 FT. ABOVE THE LEVEL OF THE ROAD, SET IN AD1412'THE TOP OF A CONCRETE CATCH BASIN. AD1412 AD1412 STATION RECOVERY (1979) AD1412 AD1412'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 AD1412'RECOVERED IN GOOD CONDITION. AD1412 AD1412 STATION RECOVERY (1985) AD1412 AD1412'RECOVERY NOTE BY US POWER SQUADRON 1985 AD1412'RECOVERED IN GOOD CONDITION. AD1412 AD1412 STATION RECOVERY (1986) AD1412 AD1412'RECOVERY NOTE BY US POWER SQUADRON 1986 (GAO) AD1412'RECOVERED IN GOOD CONDITION. AD1412 AD1412 STATION RECOVERY (1992) AD1412 AD1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD1412'9.0 KM (5.60 MI) EASTERLY ALONG STATE HIGHWAY 80 (PALM BEACH AD1412'BOULEVARD) FROM CITY HALL IN FORT MYERS, THENCE 6.4 KM (3.95 MI) AD1412'SOUTHEASTERLY ALONG ORANGE RIVER BOULEVARD, IN TOP OF AND 0.5 M (1.6 AD1412'FT) SOUTH OF THE NORTH EDGE OF A CONCRETE STORM DRAIN AT THE WEST AD1412'SIDE OF A BRIDGE SPANNING ORANGE RIVER, 4.1 M (13.5 FT) SOUTH OF THE AD1412'BOULEVARD CENTERLINE, 4.0 M (13.1 FT) WEST OF THE WEST EDGE OF THE AD1412'SOUTH BRIDGE RAIL, 1.0 M (3.3 FT) EAST OF THE WEST EDGE OF THE STORM AD1412'DRAIN, AND 0.3 ABOVE THE LEVEL OF THE BOULEVARD. AD1412 AD1412 STATION RECOVERY (1997) AD1412 AD1412'RECOVERY NOTE BY US POWER SQUADRON 1997 AD1412'RECOVERED IN GOOD CONDITION. AD1412 AD1412 STATION RECOVERY (2003) AD1412 AD1412'RECOVERY NOTE BY US POWER SQUADRON 2003 AD1412'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD8299 *********************************************************************** AD8299 DESIGNATION - Q 415 AD8299 PID - AD8299 AD8299 STATE/COUNTY- FL/LEE AD8299 USGS QUAD - OLGA (1987) AD8299 AD8299 *CURRENT SURVEY CONTROL AD8299 ___________________________________________________________________ AD8299* NAD 83(1986)- 26 41 45. (N) 081 43 40. (W) SCALED AD8299* NAVD 88 - 4.520 (meters) 14.83 (feet) ADJUSTED AD8299 ___________________________________________________________________ AD8299 GEOID HEIGHT- -24.31 (meters) GEOID99 AD8299 DYNAMIC HT - 4.513 (meters) 14.81 (feet) COMP AD8299 MODELED GRAV- 979,073.3 (mgal) NAVD 88 AD8299 AD8299 VERT ORDER - FIRST CLASS II AD8299 AD8299.The horizontal coordinates were scaled from a topographic map and have AD8299.an estimated accuracy of +/- 6 seconds. AD8299 AD8299.The orthometric height was determined by differential leveling AD8299.and adjusted by the National Geodetic Survey in September 1992. AD8299 AD8299.The geoid height was determined by GEOID99. AD8299 AD8299.The dynamic height is computed by dividing the NAVD 88 AD8299.geopotential number by the normal gravity value computed on the AD8299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD8299.degrees latitude (g = 980.6199 gals.). AD8299 AD8299.The modeled gravity was interpolated from observed gravity values. AD8299 AD8299; North East Units Estimated Accuracy AD8299;SPC FL W - 261,730. 227,090. MT (+/- 180 meters Scaled) AD8299 AD8299 SUPERSEDED SURVEY CONTROL AD8299 AD8299 NGVD 29 (09/01/92) 4.883 (m) 16.02 (f) ADJUSTED 1 2 AD8299 AD8299.Superseded values are not recommended for survey control. AD8299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8299.See file dsdata.txt to determine how the superseded data were derived. AD8299 AD8299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK275529(NAD 83) AD8299_MARKER: I = METAL ROD AD8299_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AD8299_STAMPING: Q 415 1992 AD8299_MARK LOGO: NGS AD8299_PROJECTION: FLUSH AD8299_MAGNETIC: I = MARKER IS A STEEL ROD AD8299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD8299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8299+SATELLITE: SATELLITE OBSERVATIONS - 1992 AD8299_ROD/PIPE-DEPTH: 23.0 meters AD8299_SLEEVE-DEPTH : 0.9 meters AD8299 AD8299 HISTORY - Date Condition Report By AD8299 HISTORY - 1992 MONUMENTED NGS AD8299 HISTORY - 19971106 GOOD USPSQD AD8299 HISTORY - 20031031 GOOD USPSQD AD8299 AD8299 STATION DESCRIPTION AD8299 AD8299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 AD8299'9.0 KM (5.60 MI) EASTERLY ALONG STATE HIGHWAY 80 (PALM BEACH AD8299'BOULEVARD) FROM CITY HALL IN FORT MYERS, THENCE 6.8 KM (4.20 MI) AD8299'SOUTHEASTERLY ALONG ORANGE RIVER BOULEVARD, THENCE 2.4 KM (1.50 MI) AD8299'NORTHERLY ALONG BUCKINGHAM ROAD, 110.2 M (361.5 FT) EAST OF THE AD8299'CENTER OF AN ENTRANCE ROAD TO THE BUCKINGHAM EXCEPTIONAL STUDENT AD8299'CENTER, 14.9 SOUTHEAST OF THE CENTERLINE OF THE ROAD, 1.2 M (3.9 FT) AD8299'WEST OF A WITNESS POST AND A CHAIN-LINK FENCE SURROUNDING THE CENTER, AD8299'AND 0.7 M (2.3 FT) ABOVE THE LEVEL OF THE ROAD. NOTE--ACCESS TO THE AD8299'DATUM POINT IS THROUGH A 5-INCH LOGO CAP. AD8299 AD8299 STATION RECOVERY (1997) AD8299 AD8299'RECOVERY NOTE BY US POWER SQUADRON 1997 AD8299'RECOVERED IN GOOD CONDITION. AD8299 AD8299 STATION RECOVERY (2003) AD8299 AD8299'RECOVERY NOTE BY US POWER SQUADRON 2003 AD8299'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD8300 *********************************************************************** AD8300 DESIGNATION - R 415 AD8300 PID - AD8300 AD8300 STATE/COUNTY- FL/LEE AD8300 USGS QUAD - OLGA (1987) AD8300 AD8300 *CURRENT SURVEY CONTROL AD8300 ___________________________________________________________________ AD8300* NAD 83(1999)- 26 41 00.84226(N) 081 43 55.70631(W) ADJUSTED AD8300* NAVD 88 - 2.499 (meters) 8.20 (feet) ADJUSTED AD8300 ___________________________________________________________________ AD8300 X - 820,054.183 (meters) COMP AD8300 Y - -5,643,427.450 (meters) COMP AD8300 Z - 2,846,922.312 (meters) COMP AD8300 LAPLACE CORR- -1.25 (seconds) DEFLEC99 AD8300 ELLIP HEIGHT- -21.88 (meters) (12/12/02) GPS OBS AD8300 GEOID HEIGHT- -24.31 (meters) GEOID99 AD8300 DYNAMIC HT - 2.495 (meters) 8.19 (feet) COMP AD8300 MODELED GRAV- 979,071.6 (mgal) NAVD 88 AD8300 AD8300 HORZ ORDER - FIRST AD8300 VERT ORDER - FIRST CLASS II AD8300 ELLP ORDER - FOURTH CLASS I AD8300 AD8300.The horizontal coordinates were established by GPS observations AD8300.and adjusted by the National Geodetic Survey in December 2002. AD8300 AD8300.The orthometric height was determined by differential leveling AD8300.and adjusted by the National Geodetic Survey in September 1992. AD8300 AD8300.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8300 AD8300.The Laplace correction was computed from DEFLEC99 derived deflections. AD8300 AD8300.The ellipsoidal height was determined by GPS observations AD8300.and is referenced to NAD 83. AD8300 AD8300.The geoid height was determined by GEOID99. AD8300 AD8300.The dynamic height is computed by dividing the NAVD 88 AD8300.geopotential number by the normal gravity value computed on the AD8300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD8300.degrees latitude (g = 980.6199 gals.). AD8300 AD8300.The modeled gravity was interpolated from observed gravity values. AD8300 AD8300; North East Units Scale Converg. AD8300;SPC FL W - 260,373.025 226,658.852 MT 0.99994995 +0 07 13.0 AD8300;UTM 17 - 2,951,597.197 427,157.125 MT 0.99966551 -0 19 43.6 AD8300 AD8300 SUPERSEDED SURVEY CONTROL AD8300 AD8300 NAVD 88 (12/12/02) 2.50 (m) 8.2 (f) LEVELING 3 AD8300 NGVD 29 (09/01/92) 2.861 (m) 9.39 (f) ADJUSTED 1 2 AD8300 AD8300.Superseded values are not recommended for survey control. AD8300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8300.See file dsdata.txt to determine how the superseded data were derived. AD8300 AD8300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2715751597(NAD 83) AD8300_MARKER: I = METAL ROD AD8300_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AD8300_STAMPING: R 415 1992 AD8300_MARK LOGO: NGS AD8300_PROJECTION: FLUSH AD8300_MAGNETIC: I = MARKER IS A STEEL ROD AD8300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD8300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8300+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2002 AD8300_ROD/PIPE-DEPTH: 7.2 meters AD8300 AD8300 HISTORY - Date Condition Report By AD8300 HISTORY - 1992 MONUMENTED NGS AD8300 HISTORY - 19971106 GOOD USPSQD AD8300 HISTORY - 20020519 GOOD MAPTEC AD8300 HISTORY - 20031031 GOOD USPSQD AD8300 AD8300 STATION DESCRIPTION AD8300 AD8300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 AD8300'9.0 KM (5.60 MI) EASTERLY ALONG STATE HIGHWAY 80 (PALM BEACH AD8300'BOULEVARD) FROM CITY HALL IN FORT MYERS, THENCE 6.8 KM (4.20 MI) AD8300'SOUTHEASTERLY ALONG ORANGE RIVER BOULEVARD, THENCE 1.0 KM (0.60 MI) AD8300'NORTHERLY ALONG BUCKINGHAM ROAD, 46.2 M (151.6 FT) SOUTH OF THE AD8300'CENTER OF A DRIVEWAY, 13.4 M (44.0 FT) SOUTH OF UTILITY POLE NUMBER AD8300'4131 48-250, 7.6 M (24.9 FT) EAST OF THE CENTERLINE OF THE ROAD, 4.5 AD8300'M (14.8 FT) WEST OF A UTILITY POLE WITH 2 GUY CABLES, 0.7 M (2.3 FT) AD8300'BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A WITNESS AD8300'POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. AD8300 AD8300 STATION RECOVERY (1997) AD8300 AD8300'RECOVERY NOTE BY US POWER SQUADRON 1997 AD8300'RECOVERED IN GOOD CONDITION. AD8300 AD8300 STATION RECOVERY (2002) AD8300 AD8300'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP) AD8300'STATION RECOVERY (2002) AD8300'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CDP) AD8300'RECOVERED AS DESCRIBED. AD8300' AD8300' AD8300 AD8300 STATION RECOVERY (2003) AD8300 AD8300'RECOVERY NOTE BY US POWER SQUADRON 2003 AD8300'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD1504 *********************************************************************** AD1504 DESIGNATION - STA B AD1504 PID - AD1504 AD1504 STATE/COUNTY- FL/LEE AD1504 USGS QUAD - FORT MYERS SE (1987) AD1504 AD1504 *CURRENT SURVEY CONTROL AD1504 ___________________________________________________________________ AD1504* NAD 83(1986)- 26 35 26. (N) 081 51 24. (W) SCALED AD1504* NAVD 88 - 4.687 (meters) 15.38 (feet) ADJUSTED AD1504 ___________________________________________________________________ AD1504 GEOID HEIGHT- -24.06 (meters) GEOID99 AD1504 DYNAMIC HT - 4.679 (meters) 15.35 (feet) COMP AD1504 MODELED GRAV- 979,068.0 (mgal) NAVD 88 AD1504 AD1504 VERT ORDER - FIRST CLASS I AD1504 AD1504.This mark is at Page Field Airport (FMY) AD1504 AD1504.The horizontal coordinates were scaled from a topographic map and have AD1504.an estimated accuracy of +/- 6 seconds. AD1504 AD1504.The orthometric height was determined by differential leveling AD1504.and adjusted by the National Geodetic Survey in June 1991. AD1504 AD1504.The geoid height was determined by GEOID99. AD1504 AD1504.The dynamic height is computed by dividing the NAVD 88 AD1504.geopotential number by the normal gravity value computed on the AD1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD1504.degrees latitude (g = 980.6199 gals.). AD1504 AD1504.The modeled gravity was interpolated from observed gravity values. AD1504 AD1504; North East Units Estimated Accuracy AD1504;SPC FL W - 250,050. 214,280. MT (+/- 180 meters Scaled) AD1504 AD1504 SUPERSEDED SURVEY CONTROL AD1504 AD1504 NGVD 29 (??/??/92) 5.045 (m) 16.55 (f) ADJ UNCH 1 1 AD1504 AD1504.Superseded values are not recommended for survey control. AD1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1504.See file dsdata.txt to determine how the superseded data were derived. AD1504 AD1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK146413(NAD 83) AD1504_MARKER: DT = TOPOGRAPHIC STATION DISK AD1504_SETTING: 30 = CONCRETE BASE AD1504_STAMPING: STA B AP 1958 AD1504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD1504 AD1504 HISTORY - Date Condition Report By AD1504 HISTORY - 1958 MONUMENTED CGS AD1504 HISTORY - 1965 GOOD NGS AD1504 HISTORY - 19920406 MARK NOT FOUND NGS AD1504 HISTORY - 20031107 MARK NOT FOUND USPSQD AD1504 AD1504 STATION DESCRIPTION AD1504 AD1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AD1504'6 MI SE FROM FORT MYERS. AD1504'ABOUT 0.15 MILE SOUTHWEST ALONG MAIN STREET AND MC GREGOR AD1504'BOULEVARD FROM THE COURTHOUSE AT FORT MYERS, THENCE 4.3 MILES AD1504'SOUTH ALONG U.S. HIGHWAY 41, THENCE ABOUT 1.6 MILES EAST AND AD1504'NORTH ALONG AIRPORT ROAD, AT PAGE FIELD AIRPORT, IN SECTION AD1504'1, R 24 E, T 45 S, ABOUT 1.2 MILES BY ROAD NORTHEAST OF THE AD1504'ADMINISTRATION BUILDING, SET IN THE TOP OF THE WEST CORNER OF THE AD1504'CONCRETE BASE TO AN OLD ABANDONED RUNWAY LIGHT, AT THE EAST AD1504'CORNER OF THE NORTHEAST-SOUTHWEST RUNWAY, 75 1/2 FEET SOUTHEAST AD1504'OF THE CENTER LINE OF THE RUNWAY, 4 FEET SOUTHWEST OF THE EAST AD1504'CORNER OF THE RUNWAY, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE AD1504'RUNWAY. AD1504 AD1504 STATION RECOVERY (1992) AD1504 AD1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD1504'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. AD1504 AD1504 STATION RECOVERY (2003) AD1504 AD1504'RECOVERY NOTE BY US POWER SQUADRON 2003 AD1504'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD1503 *********************************************************************** AD1503 DESIGNATION - STA B 2 AD1503 PID - AD1503 AD1503 STATE/COUNTY- FL/LEE AD1503 USGS QUAD - FORT MYERS SE (1987) AD1503 AD1503 *CURRENT SURVEY CONTROL AD1503 ___________________________________________________________________ AD1503* NAD 83(1986)- 26 35 27. (N) 081 51 24. (W) SCALED AD1503* NAVD 88 - 4.736 (meters) 15.54 (feet) ADJUSTED AD1503 ___________________________________________________________________ AD1503 GEOID HEIGHT- -24.06 (meters) GEOID99 AD1503 DYNAMIC HT - 4.728 (meters) 15.51 (feet) COMP AD1503 MODELED GRAV- 979,068.0 (mgal) NAVD 88 AD1503 AD1503 VERT ORDER - FIRST CLASS I AD1503 AD1503.This mark is at Page Field Airport (FMY) AD1503 AD1503.The horizontal coordinates were scaled from a topographic map and have AD1503.an estimated accuracy of +/- 6 seconds. AD1503 AD1503.The orthometric height was determined by differential leveling AD1503.and adjusted by the National Geodetic Survey in June 1991. AD1503 AD1503.The geoid height was determined by GEOID99. AD1503 AD1503.The dynamic height is computed by dividing the NAVD 88 AD1503.geopotential number by the normal gravity value computed on the AD1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD1503.degrees latitude (g = 980.6199 gals.). AD1503 AD1503.The modeled gravity was interpolated from observed gravity values. AD1503 AD1503; North East Units Estimated Accuracy AD1503;SPC FL W - 250,080. 214,280. MT (+/- 180 meters Scaled) AD1503 AD1503 SUPERSEDED SURVEY CONTROL AD1503 AD1503 NGVD 29 (??/??/92) 5.094 (m) 16.71 (f) ADJ UNCH 1 1 AD1503 AD1503.Superseded values are not recommended for survey control. AD1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1503.See file dsdata.txt to determine how the superseded data were derived. AD1503 AD1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK146414(NAD 83) AD1503_MARKER: DT = TOPOGRAPHIC STATION DISK AD1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD1503_STAMPING: STA B 2 AP 1964 AD1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD1503+STABILITY: SURFACE MOTION AD1503 AD1503 HISTORY - Date Condition Report By AD1503 HISTORY - 1964 MONUMENTED CGS AD1503 HISTORY - 1965 GOOD NGS AD1503 HISTORY - 19920406 MARK NOT FOUND NGS AD1503 HISTORY - 20031107 MARK NOT FOUND USPSQD AD1503 AD1503 STATION DESCRIPTION AD1503 AD1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AD1503'6 MI SE FROM FORT MYERS. AD1503'ABOUT 0.15 MILE SOUTHWEST ALONG MAIN STREET AND MC GREGOR AD1503'BOULEVARD FROM THE COURTHOUSE AT FORT MYERS, THENCE 4.3 MILES AD1503'SOUTH ALONG U.S. HIGHWAY 41, THENCE ABOUT 1.6 MILES EAST AND AD1503'NORTH ALONG AIRPORT ROAD, AT PAGE FIELD AIRPORT, IN SECTION AD1503'1, R 24 E, T 45 S, NEAR THE NORTHEAST END OF THE AD1503'NORTHEAST-SOUTHWEST (RUNWAY NO. 22) RUNWAY, 76.0 FEET SOUTHEAST AD1503'OF THE EAST CORNER OF THE RUNWAY, 1.5 FEET NORTHEAST OF THE AD1503'NORTHEAST EDGE OF A TAXIWAY, 74.9 FEET SOUTHEAST OF BENCH MARK AD1503'STA. B DESCRIBED, ABOUT LEVEL WITH THE TAXIWAY AND IS A DISK IN AD1503'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT. NOTE-- THE POST AD1503'HAS BEEN HIT AND THE CONCRETE CHIPPED ON THE SOUTH SIDE OF POST, AD1503'THE POST IS STILL SOLID IN THE GROUND. AD1503 AD1503 STATION RECOVERY (1992) AD1503 AD1503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD1503'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. AD1503 AD1503 STATION RECOVERY (2003) AD1503 AD1503'RECOVERY NOTE BY US POWER SQUADRON 2003 AD1503'IF IT EXIST IT IS UNDER A SCRAP PILE 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD7752 *********************************************************************** AD7752 DESIGNATION - STAD AD7752 PID - AD7752 AD7752 STATE/COUNTY- FL/LEE AD7752 USGS QUAD - FORT MYERS SW (1987) AD7752 AD7752 *CURRENT SURVEY CONTROL AD7752 ___________________________________________________________________ AD7752* NAD 83(1990)- 26 36 45.08626(N) 081 53 22.34829(W) ADJUSTED AD7752* NAVD 88 - 2. (meters) 7. (feet) SCALED AD7752 ___________________________________________________________________ AD7752 LAPLACE CORR- -2.25 (seconds) DEFLEC99 AD7752 GEOID HEIGHT- -24.01 (meters) GEOID99 AD7752 AD7752 HORZ ORDER - THIRD AD7752 AD7752.The horizontal coordinates were established by classical geodetic methods AD7752.and adjusted by the National Geodetic Survey in May 1991. AD7752 AD7752.The orthometric height was scaled from a topographic map. AD7752 AD7752.The Laplace correction was computed from DEFLEC99 derived deflections. AD7752 AD7752.The geoid height was determined by GEOID99. AD7752 AD7752; North East Units Scale Converg. AD7752;SPC FL W - 252,478.795 211,000.260 MT 0.99994267 +0 02 58.1 AD7752;UTM 17 - 2,943,827.848 411,441.383 MT 0.99969682 -0 23 54.6 AD7752 AD7752 SUPERSEDED SURVEY CONTROL AD7752 AD7752 NAD 83(1986)- 26 36 45.08584(N) 081 53 22.36194(W) AD( ) 3 AD7752 NAD 27 - 26 36 43.82506(N) 081 53 23.04699(W) AD( ) 3 AD7752 AD7752.Superseded values are not recommended for survey control. AD7752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD7752.See file dsdata.txt to determine how the superseded data were derived. AD7752 AD7752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1144143828(NAD 83) AD7752_MARKER: 85 = CHIMNEY AD7752 AD7752 HISTORY - Date Condition Report By AD7752 HISTORY - 1927 FIRST OBSERVED CGS AD7752 HISTORY - 1928 GOOD CGS AD7752 HISTORY - 1943 GOOD CGS AD7752 HISTORY - 19980312 MARK NOT FOUND USPSQD AD7752 HISTORY - 20031016 MARK NOT FOUND USPSQD AD7752 AD7752 STATION DESCRIPTION AD7752 AD7752'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (RPE) AD7752'THE STATION IS THE NORTHEASTERLY ONE OF TWO CHIMNEYS ON STADLERS AD7752'HOUSE, A LARGE, WHITE HOUSE ON THE E SHORE OF THE RIVER, ABOUT AD7752'2-1/2 MILES S OF FORT MYERS, AND 125 METERS FROM THE HIGH-WATER AD7752'MARK. AD7752' AD7752'THIS WAS ERRONEOUSLY ENTERED IN THE INDEX TO GEOGRAPHIC POSITIONS AD7752'AS THE SW CHIMNEY. AN INTERSECTION STATION, NOT MARKED. AD7752 AD7752 STATION RECOVERY (1928) AD7752 AD7752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (CS) AD7752'RECOVERED AS DESCRIBED EXCEPT THAT STAD IS THE CHIMNEY ON THE AD7752'RIVER SIDE OF THE RIDGE POLE. RIDGE POLE OF STADLER MANSION RUNS AD7752'ABOUT N-S PARALLEL WITH THE RIVER. THIS WOULD MAKE IT THE SW AD7752'CHIMNEY. AD7752 AD7752 STATION RECOVERY (1943) AD7752 AD7752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KGC) AD7752'A NEW DESCRIPTION FOLLOWS-- AD7752' AD7752'THE STATION IS THE CENTER OF A WHITE STUCCO CHIMNEY (3- BY 6-FT.) AD7752'WHICH IS THE SW ONE OF TWO CHIMNEYS ON STADLERS HOUSE WHICH IS A AD7752'LARGE WHITE HOUSE ON THE E SHORE OF CALOOSAHATCHEE RIVER, AT THE AD7752'W END OF GASPARILLA DRIVE, ABOUT 2.3 MI. SW OF THE COURTHOUSE AT AD7752'FORT MYERS, AND 125 M. FROM THE SEAWALL. AD7752 AD7752 STATION RECOVERY (1998) AD7752 AD7752'RECOVERY NOTE BY US POWER SQUADRON 1998 AD7752'MARK NOT FOUND. AD7752 AD7752 STATION RECOVERY (2003) AD7752 AD7752'RECOVERY NOTE BY US POWER SQUADRON 2003 AD7752'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD7745 *********************************************************************** AD7745 DESIGNATION - SUN DECK 1961 AD7745 PID - AD7745 AD7745 STATE/COUNTY- FL/LEE AD7745 USGS QUAD - FORT MYERS SW (1987) AD7745 AD7745 *CURRENT SURVEY CONTROL AD7745 ___________________________________________________________________ AD7745* NAD 83(1990)- 26 36 22.52907(N) 081 53 35.07709(W) ADJUSTED AD7745* NAVD 88 - 1. (meters) 3. (feet) SCALED AD7745 ___________________________________________________________________ AD7745 LAPLACE CORR- -2.27 (seconds) DEFLEC99 AD7745 GEOID HEIGHT- -24.00 (meters) GEOID99 AD7745 AD7745 HORZ ORDER - THIRD AD7745 AD7745.The horizontal coordinates were established by classical geodetic methods AD7745.and adjusted by the National Geodetic Survey in May 1991. AD7745 AD7745.The orthometric height was scaled from a topographic map. AD7745 AD7745.The Laplace correction was computed from DEFLEC99 derived deflections. AD7745 AD7745.The geoid height was determined by GEOID99. AD7745 AD7745; North East Units Scale Converg. AD7745;SPC FL W - 251,784.292 210,648.723 MT 0.99994258 +0 02 52.4 AD7745;UTM 17 - 2,943,136.284 411,084.515 MT 0.99969760 -0 23 60.0 AD7745 AD7745: Primary Azimuth Mark Grid Az AD7745:SPC FL W - WILKIN 1961 014 49 42.9 AD7745:UTM 17 - WILKIN 1961 015 16 35.3 AD7745 AD7745|---------------------------------------------------------------------| AD7745| PID Reference Object Distance Geod. Az | AD7745| dddmmss.s | AD7745| AD7790 CALOOSAHATCHEE CUT Q F LT 90 APPROX. 2.6 KM 0003521.6 | AD7745| AD7792 CALOOSAHATCHEE CUT R F LT 88 APPROX. 3.4 KM 0073441.5 | AD7745| AD7794 CALOOSAHATCHEE CUT R R RNG BCN APPROX. 4.0 KM 0102955.5 | AD7745| AD7771 WILKIN 1961 APPROX. 1.4 KM 0145235.3 | AD7745| AD7768 CALOOSAHATCHEE CUT P F LT 97 APPROX. 2.2 KM 2075701.5 | AD7745|---------------------------------------------------------------------| AD7745 AD7745 SUPERSEDED SURVEY CONTROL AD7745 AD7745 NAD 83(1986)- 26 36 22.52866(N) 081 53 35.09072(W) AD( ) 3 AD7745 NAD 27 - 26 36 21.26990(N) 081 53 35.77709(W) AD( ) 3 AD7745 AD7745.Superseded values are not recommended for survey control. AD7745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD7745.See file dsdata.txt to determine how the superseded data were derived. AD7745 AD7745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1108543136(NAD 83) AD7745_MARKER: DS = TRIANGULATION STATION DISK AD7745_SETTING: 0 = UNSPECIFIED SETTING AD7745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD7745 AD7745 HISTORY - Date Condition Report By AD7745 HISTORY - 1961 MONUMENTED CGS AD7745 HISTORY - 1971 GOOD NGS AD7745 HISTORY - 19980312 GOOD USPSQD AD7745 HISTORY - 20031105 GOOD USPSQD AD7745 AD7745 STATION DESCRIPTION AD7745 AD7745'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VRS) AD7745'LOCATED ON THE EAST SHORE OF THE CALOOSAHATCHEE RIVER ABOUT 2.5 AD7745'MILES SOUTHWEST OF FT. MYERS ON THE PROPERTY OF MR. PAUL AD7745'STURTEVANT WHOSE ADDRESS IS 3880 W. RIVERSIDE DR. A STANDARD DISK AD7745'SET IN A DRILL HOLE IN THE CONCRETE ROOF, (WHICH IS USED AS A AD7745'SUNDECK) OF A CONCRERE BOAT HOUSE IN FRONT OF MR. STURTEVANTS AD7745'HOME. THE BOAT HOUSE IS 34.5 FT. LONG AND IS REACHED BY A SHORT AD7745'CONCRETE WALKWAY FROM A CONCRETE SEAWALL. STATION IS AD7745'12.5 FT. NORTH-NORTHEAST OF THE SOUTHWEST CORNER AND 5.5 FT. AD7745'SOUTH BY EAST OF THE NORTHWEST CORNER OF BOAT HOUSE. AD7745' AD7745'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND MC GREGOR AD7745'BOULEVARD (AT 5 POINTS) GO SOUTHWEST ON MC GREGOR BOULEVARD FOR AD7745'2.6 MILES TO STADLER DRIVE THENCE RIGHT ON STADLER DRIVE TO ITS AD7745'END (APPROXIMATELY 0.4 MILE) AND HAROLD AVENUE, JOG RIGHT ON AD7745'HAROLD AVENUE ABOUT 100 FT. TO RIVERSIDE DRIVE, THENCE ABOUT 100 AD7745'FT. TO MR. STURTEVANTS HOME AND THE STATION. AD7745 AD7745 STATION RECOVERY (1971) AD7745 AD7745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS) AD7745'THIS STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION. AD7745' AD7745'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AD7745'STATION IS LOCATED 2.0 MILES SSW OF FORT MYERS, FLA. AD7745 AD7745 STATION RECOVERY (1998) AD7745 AD7745'RECOVERY NOTE BY US POWER SQUADRON 1998 AD7745'RECOVERED IN GOOD CONDITION. AD7745 AD7745 STATION RECOVERY (2003) AD7745 AD7745'RECOVERY NOTE BY US POWER SQUADRON 2003 AD7745'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD1505 *********************************************************************** AD1505 DESIGNATION - T 37 AD1505 PID - AD1505 AD1505 STATE/COUNTY- FL/LEE AD1505 USGS QUAD - FORT MYERS SE (1987) AD1505 AD1505 *CURRENT SURVEY CONTROL AD1505 ___________________________________________________________________ AD1505* NAD 83(1986)- 26 35 24. (N) 081 51 20. (W) SCALED AD1505* NAVD 88 - 4.795 (meters) 15.73 (feet) ADJUSTED AD1505 ___________________________________________________________________ AD1505 GEOID HEIGHT- -24.06 (meters) GEOID99 AD1505 DYNAMIC HT - 4.787 (meters) 15.71 (feet) COMP AD1505 MODELED GRAV- 979,067.8 (mgal) NAVD 88 AD1505 AD1505 VERT ORDER - FIRST CLASS I AD1505 AD1505.This mark is at Page Field Airport (FMY) AD1505 AD1505.The horizontal coordinates were scaled from a topographic map and have AD1505.an estimated accuracy of +/- 6 seconds. AD1505 AD1505.The orthometric height was determined by differential leveling AD1505.and adjusted by the National Geodetic Survey in June 1991. AD1505.WARNING-Repeat measurements at this control monument indicate possible AD1505.vertical movement. AD1505 AD1505.The geoid height was determined by GEOID99. AD1505 AD1505.The dynamic height is computed by dividing the NAVD 88 AD1505.geopotential number by the normal gravity value computed on the AD1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD1505.degrees latitude (g = 980.6199 gals.). AD1505 AD1505.The modeled gravity was interpolated from observed gravity values. AD1505 AD1505; North East Units Estimated Accuracy AD1505;SPC FL W - 249,990. 214,390. MT (+/- 180 meters Scaled) AD1505 AD1505 SUPERSEDED SURVEY CONTROL AD1505 AD1505 NGVD 29 (??/??/92) 5.153 (m) 16.91 (f) ADJ UNCH 1 1 AD1505 AD1505.Superseded values are not recommended for survey control. AD1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1505.See file dsdata.txt to determine how the superseded data were derived. AD1505 AD1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK148413(NAD 83) AD1505_MARKER: DB = BENCH MARK DISK AD1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD1505_STAMPING: 16.972 T 37 1933 AD1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD1505+STABILITY: SURFACE MOTION AD1505 AD1505 HISTORY - Date Condition Report By AD1505 HISTORY - 1933 MONUMENTED CGS AD1505 HISTORY - 1965 GOOD NGS AD1505 HISTORY - 19920406 MARK NOT FOUND NGS AD1505 HISTORY - 20031107 MARK NOT FOUND USPSQD AD1505 AD1505 STATION DESCRIPTION AD1505 AD1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AD1505'6 MI SE FROM FORT MYERS. AD1505'ABOUT 0.15 MILE SOUTHWEST ALONG MAIN STREET AND MC GREGOR AD1505'BOULEVARD FROM THE COURTHOUSE AT FORT MYERS, THENCE 4.3 MILES AD1505'SOUTH ALONG U.S. HIGHWAY 41, THENCE 1.5 MILES EAST AND NORTH AD1505'ALONG AIRPORT ROAD, AT PAGE FIELD AIRPORT, IN SECTION 1, R 24 E, AD1505'T 45 S, ABOUT 1.1 MILES NORTHEAST BY ROAD FROM THE ADMINISTRATION AD1505'BUILDING, ABOUT 0.1 MILE SOUTHEAST OF THE NORTHEAST END OF THE AD1505'NORTHEAST-SOUTHWEST RUNWAY, ON THE WEST EDGE OF AN OLD ABANDONED AD1505'RAILROAD ROADBED, 307 FEET NORTHEAST OF THE NORTHEAST CORNER OF AD1505'A CONCRETE BUILDING PRESENTLY HOUSING THE LEE COUNTY CIVIL AD1505'DEFENCE, 160 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.1 AD1505'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AD1505'AND IS A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT. AD1505'THIS MARK CAN ALSO BE REACHED BY GOING ABOUT 2.25 MILES SOUTH AD1505'ALONG TODD STREET AND A SAND ROAD FROM THE JUNCTION OF HANSON AD1505'STREET AT FORT MYERS. AD1505 AD1505 STATION RECOVERY (1992) AD1505 AD1505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD1505'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. AD1505 AD1505 STATION RECOVERY (2003) AD1505 AD1505'RECOVERY NOTE BY US POWER SQUADRON 2003 AD1505'LOCATION IS IN VERY HEAVY WOODED AREA 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD1509 *********************************************************************** AD1509 SACS - This is a Secondary Airport Control Station. AD1509 DESIGNATION - W 247 AD1509 PID - AD1509 AD1509 STATE/COUNTY- FL/LEE AD1509 USGS QUAD - FORT MYERS SE (1987) AD1509 AD1509 *CURRENT SURVEY CONTROL AD1509 ___________________________________________________________________ AD1509* NAD 83(1999)- 26 35 09.63344(N) 081 51 22.32906(W) ADJUSTED AD1509* NAVD 88 - 4.846 (meters) 15.90 (feet) ADJUSTED AD1509 ___________________________________________________________________ AD1509 X - 808,519.395 (meters) COMP AD1509 Y - -5,649,989.082 (meters) COMP AD1509 Z - 2,837,261.347 (meters) COMP AD1509 LAPLACE CORR- -2.07 (seconds) DEFLEC99 AD1509 ELLIP HEIGHT- -19.28 (meters) (01/17/02) GPS OBS AD1509 GEOID HEIGHT- -24.06 (meters) GEOID99 AD1509 DYNAMIC HT - 4.838 (meters) 15.87 (feet) COMP AD1509 MODELED GRAV- 979,067.5 (mgal) NAVD 88 AD1509 AD1509 HORZ ORDER - FIRST AD1509 VERT ORDER - FIRST CLASS I AD1509 ELLP ORDER - FOURTH CLASS II AD1509 AD1509.This mark is at Page Field Airport (FMY) AD1509 AD1509.The horizontal coordinates were established by GPS observations AD1509.and adjusted by the National Geodetic Survey in January 2002. AD1509 AD1509.The orthometric height was determined by differential leveling AD1509.and adjusted by the National Geodetic Survey in September 1992. AD1509 AD1509.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD1509 AD1509.The Laplace correction was computed from DEFLEC99 derived deflections. AD1509 AD1509.The ellipsoidal height was determined by GPS observations AD1509.and is referenced to NAD 83. AD1509 AD1509.The geoid height was determined by GEOID99. AD1509 AD1509.The dynamic height is computed by dividing the NAVD 88 AD1509.geopotential number by the normal gravity value computed on the AD1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD1509.degrees latitude (g = 980.6199 gals.). AD1509 AD1509.The modeled gravity was interpolated from observed gravity values. AD1509 AD1509; North East Units Scale Converg. AD1509;SPC FL W - 249,544.509 214,323.663 MT 0.99994371 +0 03 51.7 AD1509;UTM 17 - 2,940,868.420 414,740.929 MT 0.99968974 -0 22 59.6 AD1509 AD1509 SUPERSEDED SURVEY CONTROL AD1509 AD1509 NAD 83(1990)- 26 35 09.63156(N) 081 51 22.32816(W) AD( ) 1 AD1509 ELLIP H (01/05/98) -19.24 (m) GP( ) 4 2 AD1509 NAVD 88 (06/15/91) 4.829 (m) 15.84 (f) UNKNOWN 1 1 AD1509 NGVD 29 (09/01/92) 5.205 (m) 17.08 (f) ADJUSTED 1 1 AD1509 AD1509.Superseded values are not recommended for survey control. AD1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1509.See file dsdata.txt to determine how the superseded data were derived. AD1509 AD1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1474140868(NAD 83) AD1509_MARKER: DB = BENCH MARK DISK AD1509_SETTING: 34 = OLD BEACON TOWER FOOTING AD1509_STAMPING: W 247 1965 AD1509_MARK LOGO: CGS AD1509_MAGNETIC: O = OTHER; SEE DESCRIPTION AD1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD1509+STABILITY: SURFACE MOTION AD1509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD1509+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1996 AD1509 AD1509 HISTORY - Date Condition Report By AD1509 HISTORY - 1965 MONUMENTED CGS AD1509 HISTORY - 1976 GOOD NGS AD1509 HISTORY - 1981 GOOD USGS AD1509 HISTORY - 19920407 GOOD NGS AD1509 HISTORY - 19960209 SEE DESCRIPTION NGS AD1509 HISTORY - 20031105 GOOD USPSQD AD1509 HISTORY - 20031107 GOOD USPSQD AD1509 AD1509 STATION DESCRIPTION AD1509 AD1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 AD1509'5.8 MI S FROM FORT MYERS. AD1509'ABOUT 0.15 MILE SOUTHWEST ALONG MAIN STREET AND MC GREGOR AD1509'BOULEVARD FROM THE COURTHOUSE AT FORT MYERS, THENCE ABOUT 4.3 AD1509'MILES SOUTH ALONG U.S. HIGHWAY 41, THENCE ABOUT 1.3 MILES EAST AD1509'AND NORTH ALONG AIRPORT ROAD, AT PAGE FIELD AIRPORT, IN SECTION AD1509'1, R 24 E, T 45 S, ALONG THE EAST SIDE OF THE AIRFIELD, ABOUT AD1509'1.0 MILE BY ROAD NORTHEAST OF THE ADMINISTRATION BUILDING, AT AD1509'A SLIGHT CURVE IN THE ROAD THAT FOLLOWS ALONG THE EAST SIDE OF AD1509'THE FIELD, SET IN THE TOP AND AT THE WEST CORNER OF THE CONCRETE AD1509'BASE FOR THE NORTHWEST LEG OF THE PRESENT DAY BEACON LIGHT, 63 AD1509'FEET EAST OF THE CENTER LINE OF THE ROAD LEADING TO THE NORTH AND AD1509'25 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST AND AD1509'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD. AD1509 AD1509 STATION RECOVERY (1976) AD1509 AD1509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AD1509'RECOVERED IN GOOD CONDITION. AD1509 AD1509 STATION RECOVERY (1981) AD1509 AD1509'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 AD1509'RECOVERED IN GOOD CONDITION. AD1509 AD1509 STATION RECOVERY (1992) AD1509 AD1509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD1509'IN FORT MYERS, AT THE INTERSECTION OF IDLEWILD ROAD AND SIXTH STREET, AD1509'IN TOP OF AND 0.2 M (0.7 FT) EAST OF THE WEST EDGE OF THE MOST AD1509'NORTHWESTERLY OF 4 CONCRETE FOOTINGS FOR AN AIRPORT BEACON (BEACON AD1509'REMOVED), IN THE SOUTHWEST CORNER OF THE LAWN OF THE LEE COUNTY AD1509'DEPARTMENT OF TRANSPORTATION, 34.5 M (113.2 FT) WEST OF THE EXTENDED AD1509'CENTERLINE OF THE STREET, 19.1 M (62.7 FT) EAST OF THE CENTER OF A AD1509'PAVED ROAD, 12.9 M (42.3 FT) NORTH OF THE CENTERLINE OF THE ROAD, 6.3 AD1509'M (20.7 FT) SOUTH OF THE SOUTH CURB OF A PARKING LOT, 0.3 M (1.0 FT) AD1509'ABOVE THE LEVEL OF THE ROAD, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AD1509'0.2 M (0.7 FT) SOUTH OF THE NORTH EDGE OF THE CONCRETE BASE, AND THE AD1509'FOOTING IS 0.06 M (0.20 FT) BELOW THE GROUND SURFACE. AD1509 AD1509 STATION RECOVERY (1996) AD1509 AD1509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS) AD1509'THE STATION IS LOCATED OUTSIDE THE EASTERN BOUNDARY OF PAGE FIELD ON AD1509'THE SOUTH SIDE OF FORT MYERS. IT IS SET ON THE NORTH SIDE OF IDLEWILD AD1509'ROAD IN FRONT OF THE LEETRAN (LEE COUNTY TRANSIT) FACILITY BETWEEN 6TH AD1509'STREET AND EAST AIRPORT ROAD. OWNERSHIP -- LEETRAN, 10715 EAST AD1509'AIRPORT ROAD, FORT MYERS, FL 33907. TRANSIT MANAGER MR. LARRY AD1509'RALSTON, TELEPHONE (941) 275-8726 TO REACH THE STATION FROM THE AD1509'JUNCTION OF INTERSTATE HIGHWAY 75 AND STATE HIGHWAY 884 AT INTERSTATE AD1509'HIGHWAY 75 EXIT 22 EAST OF FORT MYERS, GO WEST ON STATE HIGHWAY 884 AD1509'(COLONIAL BLVD) FOR 3.25 MI (5.23 KM) TO STATE HIGHWAY 739 (METO AD1509'PARKWAY) ON THE LEFT, TURN LEFT AND GO SOUTHERLY ON THE METOR PARKWAY AD1509'FOR 0.85 MI (1.37 KM) TO IDLEWILD ROAD ON THE RIGHT. TURN RIGHT ON AD1509'IDLEWILD ROAD AND GO WEST FOR 0.1 MI (0.2 KM) CROSSING A RAILROAD AD1509'TRACK AND TEN MILE CANAL TO A FOUR WAY STOP WITH 6TH STREET ON THE AD1509'LEFT. CONTINUE STRAIGHT AHEAD FOR 0.05 MI (0.08 KM) TO THE STATION ON AD1509'THE RIGHT NEAR THE CORNER OF IDLEWILD ROAD AND EAST AIRPORT ROAD. THE AD1509'STATION IS A STANDARD U.S.C. AND G.S. BENCH MARK DISK SET IN THE AD1509'NORTHWEST CORNER OF AN OLD 3-FT SQUARE CONCRETE FOOTING FOR A BEACON AD1509'TOWER WHICH IS 4-INCHED BELOW THE SURFACE. THERE IS A SCRATCH THRU AD1509'THE 24 IN 247. THE STATION IS WITHIN 0.2 MI (0.3 KM) OF PAGE FIELD AD1509'GATES 4, 5, AND 6B. IT IS 20.0 M (65.6 FT) EAST OF THE PROJECTED AD1509'CENTERLINE OF EAST AIRPORT ROAD, 13.55 M (44.46 FT) EAST OF THE CENTER AD1509'OF DRAIN GRATE IN EAST AIRPORT ROAD, 12.8 M (42.0 FT) NORTH OF THE AD1509'CENTERLINE OF IDLEWILD ROAD, 9.59 M (31.46 FT) SOUTHEAST OF THE AD1509'SOUTHWEST CORNER OF PARKING LOT, 8.88 M (29.13 FT) EAST-SOUTHEAST OF AD1509'IDLEWILD ROAD AND EAST AIRPORT ROAD STREET SIGN, 6.41 M (21.03 FT) AD1509'SOUTH OF SOUTH CURB OF PARKING LOT, 2.87 M (9.42 FT) NORTH OF THE AD1509'NORTHWEST CORNER OF OLD 3-FT SQUARE CONCRETE FOOTING, AND 0.27 M (0.89 AD1509'FT) SOUTH OF A WITNESS POST. THIS IS A SECONDARY AIRPORT CONTROL AD1509'STATION. WJR AD1509 AD1509 STATION RECOVERY (2003) AD1509 AD1509'RECOVERY NOTE BY US POWER SQUADRON 2003 AD1509'RECOVERED IN GOOD CONDITION. AD1509 AD1509 STATION RECOVERY (2003) AD1509 AD1509'RECOVERY NOTE BY US POWER SQUADRON 2003 AD1509'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD7771 *********************************************************************** AD7771 DESIGNATION - WILKIN 1961 AD7771 PID - AD7771 AD7771 STATE/COUNTY- FL/LEE AD7771 USGS QUAD - FORT MYERS SW (1987) AD7771 AD7771 *CURRENT SURVEY CONTROL AD7771 ___________________________________________________________________ AD7771* NAD 83(1990)- 26 37 06.33066(N) 081 53 22.13189(W) ADJUSTED AD7771* NAVD 88 - 1. (meters) 3. (feet) SCALED AD7771 ___________________________________________________________________ AD7771 LAPLACE CORR- -2.24 (seconds) DEFLEC99 AD7771 GEOID HEIGHT- -24.02 (meters) GEOID99 AD7771 AD7771 HORZ ORDER - THIRD AD7771 AD7771.The horizontal coordinates were established by classical geodetic methods AD7771.and adjusted by the National Geodetic Survey in May 1991. AD7771 AD7771.The orthometric height was scaled from a topographic map. AD7771 AD7771.The Laplace correction was computed from DEFLEC99 derived deflections. AD7771 AD7771.The geoid height was determined by GEOID99. AD7771 AD7771; North East Units Scale Converg. AD7771;SPC FL W - 253,132.603 211,005.682 MT 0.99994267 +0 02 58.3 AD7771;UTM 17 - 2,944,481.433 411,451.914 MT 0.99969680 -0 23 54.8 AD7771 AD7771: Primary Azimuth Mark Grid Az AD7771:SPC FL W - CANAL 312 01 08.1 AD7771:UTM 17 - CANAL 312 28 01.2 AD7771 AD7771|---------------------------------------------------------------------| AD7771| PID Reference Object Distance Geod. Az | AD7771| dddmmss.s | AD7771| AD7792 CALOOSAHATCHEE CUT R F LT 88 APPROX. 2.0 KM 0023252.0 | AD7771| AD7794 CALOOSAHATCHEE CUT R R RNG BCN APPROX. 2.6 KM 0081027.5 | AD7771| AD7770 NUT 1961 7.161 METERS 18538 | AD7771| AD7776 CANAL APPROX. 2.8 KM 3120406.4 | AD7771| AD7790 CALOOSAHATCHEE CUT Q F LT 90 APPROX. 1.3 KM 3445429.3 | AD7771|---------------------------------------------------------------------| AD7771 AD7771 SUPERSEDED SURVEY CONTROL AD7771 AD7771 NAD 83(1986)- 26 37 06.33028(N) 081 53 22.14555(W) AD( ) 3 AD7771 NAD 27 - 26 37 05.07386(N) 081 53 22.83365(W) AD( ) 3 AD7771 AD7771.Superseded values are not recommended for survey control. AD7771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD7771.See file dsdata.txt to determine how the superseded data were derived. AD7771 AD7771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1145244481(NAD 83) AD7771_MARKER: DS = TRIANGULATION STATION DISK AD7771_SETTING: 4 = SET IN TOP OF IRREGULAR CONCRETE AD7771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD7771 AD7771 HISTORY - Date Condition Report By AD7771 HISTORY - 1961 MONUMENTED CGS AD7771 HISTORY - 20031016 MARK NOT FOUND USPSQD AD7771 AD7771 STATION DESCRIPTION AD7771 AD7771'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VRS) AD7771'LOCATED ON THE EAST BANK OF THE CALOOSAHATCHEE RIVER ABOUT 2 MILES AD7771'SOUTHWEST OF FT. MYERS ON THE PROPERTY OF MR. JESS A. WILKIN AD7771'WHOSE ADDRESS IS 1205 CALOOSA DR. ABOUT 400 FT. WEST OF THE HOME AD7771'OF MR. WILKIN NEAR THE WEST END OF A FINGER OF LAND (LAWN WITH AD7771'ROWS OF LARGE ROYAL PALMS) PROJECTING INTO THE RIVER BETWEEN A AD7771'CONCRETE BOAT SLIP AND THE RIVER WHERE THE BULKHEAD LINE TURNS AD7771'AT RIGHT ANGLE FROM NORTH TO EAST. 6.4 FT. SOUTHEAST OF THE AD7771'NORTH CORNER OF SEAWALL 55.8 FT. NORTHWEST OF THE NORTHEAST AD7771'CORNER (INSIDE CORNER) OF THE CONCRETE BOAT SLIP. TO REACH AD7771'THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND MC AD7771'GREGOR BLVD. AT 5 POINTS IN FT. MYERS, GO 1.85 MILES SOUTHWEST AD7771'ON MC GREGOR BLVD. TO CALOOSA DR., THENCE RIGHT ON CALOOSA AD7771'DR. TO ITS END, THE HOME OF MR. WILKIN AND THE STATION. AD7771' AD7771'THE STATION IS A STANDARD DISK STAMPED AS NAMED, SET IN THE TOP AD7771'OF AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 10 INCHES BY AD7771'3 FT. AND FRAMED AT THE TOP BY A LENGTH OF 6 INCH TERRA COTTA AD7771'PIPE, FLUSH WITH THE GROUND. AD7771' AD7771'THE REFERENCE MARK IS A TOPOGRAPHIC STATION DISK STAMPED AD7771'NUT 1943 SET IN A DRILL HOLE 1.1 FT. SOUTHWEST OF THE NORTHEAST AD7771'CORNER OF A SQUARE CONCRETE END OF THE WEST END OF A CONCRETE AD7771'BOAT SLIP. AD7771 AD7771 STATION RECOVERY (2003) AD7771 AD7771'RECOVERY NOTE BY US POWER SQUADRON 2003 AD7771'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 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- -24.09 (meters) GEOID99 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 GEOID99. 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 SUITABLE FOR AD1428+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1992 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 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD1497 *********************************************************************** AD1497 DESIGNATION - Y 247 AD1497 PID - AD1497 AD1497 STATE/COUNTY- FL/LEE AD1497 USGS QUAD - FORT MYERS SE (1987) AD1497 AD1497 *CURRENT SURVEY CONTROL AD1497 ___________________________________________________________________ AD1497* NAD 83(1986)- 26 37 14. (N) 081 51 21. (W) SCALED AD1497* NAVD 88 - 4.902 (meters) 16.08 (feet) ADJUSTED AD1497 ___________________________________________________________________ AD1497 GEOID HEIGHT- -24.09 (meters) GEOID99 AD1497 DYNAMIC HT - 4.894 (meters) 16.06 (feet) COMP AD1497 MODELED GRAV- 979,070.7 (mgal) NAVD 88 AD1497 AD1497 VERT ORDER - FIRST CLASS I AD1497 AD1497.The horizontal coordinates were scaled from a topographic map and have AD1497.an estimated accuracy of +/- 6 seconds. AD1497 AD1497.The orthometric height was determined by differential leveling AD1497.and adjusted by the National Geodetic Survey in September 1992. AD1497 AD1497.The geoid height was determined by GEOID99. AD1497 AD1497.The dynamic height is computed by dividing the NAVD 88 AD1497.geopotential number by the normal gravity value computed on the AD1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD1497.degrees latitude (g = 980.6199 gals.). AD1497 AD1497.The modeled gravity was interpolated from observed gravity values. AD1497 AD1497; North East Units Estimated Accuracy AD1497;SPC FL W - 253,370. 214,360. MT (+/- 180 meters Scaled) AD1497 AD1497 SUPERSEDED SURVEY CONTROL AD1497 AD1497 NAVD 88 (06/15/91) 4.884 (m) 16.02 (f) UNKNOWN 1 1 AD1497 NGVD 29 (09/01/92) 5.261 (m) 17.26 (f) ADJUSTED 1 1 AD1497 AD1497.Superseded values are not recommended for survey control. AD1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1497.See file dsdata.txt to determine how the superseded data were derived. AD1497 AD1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK148446(NAD 83) AD1497_MARKER: DB = BENCH MARK DISK AD1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD1497_STAMPING: Y 247 1965 AD1497_MARK LOGO: CGS AD1497_MAGNETIC: N = NO MAGNETIC MATERIAL AD1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD1497+STABILITY: SURFACE MOTION AD1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AD1497+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1992 AD1497 AD1497 HISTORY - Date Condition Report By AD1497 HISTORY - 1965 MONUMENTED CGS AD1497 HISTORY - 1984 GOOD USPSQD AD1497 HISTORY - 19920407 GOOD NGS AD1497 HISTORY - 20031016 GOOD USPSQD AD1497 AD1497 STATION DESCRIPTION AD1497 AD1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 AD1497'AT FORT MYERS. AD1497'AT FORT MYERS, ABOUT 0.1 MILE SOUTH ALONG TODD STREET AND A SAND AD1497'ROAD FROM THE JUNCTION OF HANSON STREET, IN SECTION 25, R 24 E, AD1497'T 44 S, 52 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF AD1497'MEADOW LANE (A SAND STREET LEADING WEST), 90 FEET SOUTH OF AND AD1497'ACROSS MEADOW LANE FROM THE SOUTHEAST CORNER OF A SMALL CONCRETE AD1497'BLOCK HOUSE AT 2138 MEADOW LANE, 45 FEET WEST OF THE CENTER AD1497'LINE OF TODD STREET, 8 FEET SOUTH OF A FENCE CORNER, 2 FEET EAST AD1497'OF THE FENCE LINE, 1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT AD1497'LEVEL WITH THE STREET AND IS A DISK IN THE TOP OF A CONCRETE AD1497'POST PROJECTING 0.1 FOOT. AD1497 AD1497 STATION RECOVERY (1984) AD1497 AD1497'RECOVERY NOTE BY US POWER SQUADRON 1984 AD1497'TODD STREET IS NOW NAMED PLAM STREET. BOTH PALM ST. AND MEADOW LANE AD1497'ARE PAVED WITNESS POST INTACT. AD1497 AD1497 STATION RECOVERY (1992) AD1497 AD1497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD1497'IN FORT MYERS, AT THE INTERSECTION OF PALM AVENUE AND MEADOW LANE, AD1497'12.3 M (40.4 FT) WEST OF THE CENTERLINE OF THE AVENUE, 10.6 M (34.8 AD1497'FT) SOUTH OF THE CENTER OF MEADOW LANE, 6.9 M (22.6 FT) NORTH OF THE AD1497'CENTER OF A DRIVEWAY LEADING TO MADDOX FLOORING COMPANY AT 3066 PALM AD1497'AVENUE, 1.6 M (5.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF A AD1497'HEADWALL OF A CULVERT UNDER THE DRIVEWAY, 0.6 M (2.0 FT) AD1497'EAST-SOUTHEAST OF A 14-INCH PALM TREE, 0.4 M (1.3 FT) NORTH OF A AD1497'WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE, AND THE AD1497'MONUMENT PROJECTS 0.06 M (0.20 FT) ABOVE THE GROUND SURFACE. AD1497 AD1497 STATION RECOVERY (2003) AD1497 AD1497'RECOVERY NOTE BY US POWER SQUADRON 2003 AD1497'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 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- -24.08 (meters) GEOID99 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 GEOID99. 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 - April 07, 1992 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 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD8313 *********************************************************************** AD8313 DESIGNATION - Z 415 AD8313 PID - AD8313 AD8313 STATE/COUNTY- FL/LEE AD8313 USGS QUAD - FORT MYERS SE (1987) AD8313 AD8313 *CURRENT SURVEY CONTROL AD8313 ___________________________________________________________________ AD8313* NAD 83(1999)- 26 35 50.65211(N) 081 51 20.41473(W) ADJUSTED AD8313* NAVD 88 - 4.741 (meters) 15.55 (feet) ADJUSTED AD8313 ___________________________________________________________________ AD8313 X - 808,491.753 (meters) COMP AD8313 Y - -5,649,422.018 (meters) COMP AD8313 Z - 2,838,390.153 (meters) COMP AD8313 LAPLACE CORR- -2.07 (seconds) DEFLEC99 AD8313 ELLIP HEIGHT- -19.46 (meters) (12/12/02) GPS OBS AD8313 GEOID HEIGHT- -24.07 (meters) GEOID99 AD8313 DYNAMIC HT - 4.734 (meters) 15.53 (feet) COMP AD8313 MODELED GRAV- 979,068.5 (mgal) NAVD 88 AD8313 AD8313 HORZ ORDER - FIRST AD8313 VERT ORDER - FIRST CLASS II AD8313 ELLP ORDER - FOURTH CLASS I AD8313 AD8313.The horizontal coordinates were established by GPS observations AD8313.and adjusted by the National Geodetic Survey in December 2002. AD8313 AD8313.The orthometric height was determined by differential leveling AD8313.and adjusted by the National Geodetic Survey in September 1992. AD8313 AD8313.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8313 AD8313.The Laplace correction was computed from DEFLEC99 derived deflections. AD8313 AD8313.The ellipsoidal height was determined by GPS observations AD8313.and is referenced to NAD 83. AD8313 AD8313.The geoid height was determined by GEOID99. AD8313 AD8313.The dynamic height is computed by dividing the NAVD 88 AD8313.geopotential number by the normal gravity value computed on the AD8313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD8313.degrees latitude (g = 980.6199 gals.). AD8313 AD8313.The modeled gravity was interpolated from observed gravity values. AD8313 AD8313; North East Units Scale Converg. AD8313;SPC FL W - 250,806.928 214,375.208 MT 0.99994373 +0 03 52.6 AD8313;UTM 17 - 2,942,130.076 414,802.320 MT 0.99968961 -0 22 59.2 AD8313 AD8313 SUPERSEDED SURVEY CONTROL AD8313 AD8313 NAVD 88 (12/12/02) 4.74 (m) 15.6 (f) LEVELING 3 AD8313 NGVD 29 (09/01/92) 5.100 (m) 16.73 (f) ADJUSTED 1 2 AD8313 AD8313.Superseded values are not recommended for survey control. AD8313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8313.See file dsdata.txt to determine how the superseded data were derived. AD8313 AD8313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1480242130(NAD 83) AD8313_MARKER: DV = VERTICAL CONTROL DISK AD8313_SETTING: 38 = ABUTMENT AD8313_STAMPING: Z 415 1992 AD8313_MARK LOGO: NGS AD8313_MAGNETIC: N = NO MAGNETIC MATERIAL AD8313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD8313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8313+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2002 AD8313 AD8313 HISTORY - Date Condition Report By AD8313 HISTORY - 1992 MONUMENTED NGS AD8313 HISTORY - 19980106 GOOD USPSQD AD8313 HISTORY - 20020519 GOOD MAPTEC AD8313 HISTORY - 20031105 GOOD USPSQD AD8313 AD8313 STATION DESCRIPTION AD8313 AD8313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 AD8313'IN FORT MYERS, AT THE INTERSECTION OF STATE HIGHWAY 884 AND THE AD8313'SEMINOLE GULF RAILROAD, IN TOP OF AND 0.1 M (0.3 FT) SOUTH OF THE AD8313'NORTH END OF THE WEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NUMBER AD8313'120077 SPANNING TEN MILE CANAL, 41.7 M (136.8 FT) WEST OF THE NEAR AD8313'RAIL OF THE RAILROAD, 7.1 M (23.3 FT) NORTH OF THE CENTERLINE OF THE AD8313'WESTBOUND LANES OF THE HIGHWAY, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF AD8313'THE HIGHWAY. AD8313 AD8313 STATION RECOVERY (1998) AD8313 AD8313'RECOVERY NOTE BY US POWER SQUADRON 1998 AD8313'RECOVERED IN GOOD CONDITION. AD8313 AD8313 STATION RECOVERY (2002) AD8313 AD8313'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP) AD8313'RECOVERED AS DESCRIBED. AD8313' AD8313 AD8313 STATION RECOVERY (2003) AD8313 AD8313'RECOVERY NOTE BY US POWER SQUADRON 2003 AD8313'RECOVERED IN GOOD CONDITION.