1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AS0346 *********************************************************************** AS0346 DESIGNATION - 46 76 A07 AS0346 PID - AS0346 AS0346 STATE/COUNTY- FL/BAY AS0346 USGS QUAD - BEACON HILL (1982) AS0346 AS0346 *CURRENT SURVEY CONTROL AS0346 ___________________________________________________________________ AS0346* NAD 83(1990)- 29 56 54.64292(N) 085 25 06.48577(W) ADJUSTED AS0346* NAVD 88 - 5.612 (meters) 18.41 (feet) ADJUSTED AS0346 ___________________________________________________________________ AS0346 LAPLACE CORR- -0.33 (seconds) DEFLEC99 AS0346 GEOID HEIGHT- -27.47 (meters) GEOID03 AS0346 DYNAMIC HT - 5.605 (meters) 18.39 (feet) COMP AS0346 MODELED GRAV- 979,310.7 (mgal) NAVD 88 AS0346 AS0346 HORZ ORDER - SECOND AS0346 VERT ORDER - SECOND CLASS II AS0346 AS0346.The horizontal coordinates were established by classical geodetic methods AS0346.and adjusted by the National Geodetic Survey in May 1991. AS0346 AS0346.The orthometric height was determined by differential leveling AS0346.and adjusted by the National Geodetic Survey in June 1991. AS0346 AS0346.The Laplace correction was computed from DEFLEC99 derived deflections. AS0346 AS0346.The geoid height was determined by GEOID03. AS0346 AS0346.The dynamic height is computed by dividing the NAVD 88 AS0346.geopotential number by the normal gravity value computed on the AS0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AS0346.degrees latitude (g = 980.6199 gals.). AS0346 AS0346.The modeled gravity was interpolated from observed gravity values. AS0346 AS0346; North East Units Scale Factor Converg. AS0346;SPC FL N - 105,497.025 511,339.591 MT 0.99995568 -0 27 41.6 AS0346;UTM 16 - 3,314,131.822 652,623.549 MT 0.99988740 +0 47 22.9 AS0346 AS0346! - Elev Factor x Scale Factor = Combined Factor AS0346!SPC FL N - 1.00000343 x 0.99995568 = 0.99995911 AS0346!UTM 16 - 1.00000343 x 0.99988740 = 0.99989083 AS0346 AS0346: Primary Azimuth Mark Grid Az AS0346:SPC FL N - 46 76 A06 131 14 07.1 AS0346:UTM 16 - 46 76 A06 129 59 02.6 AS0346 AS0346|---------------------------------------------------------------------| AS0346| PID Reference Object Distance Geod. Az | AS0346| dddmmss.s | AS0346| AS0328 46 76 A07 RM 1 9.287 METERS 00306 | AS0346| CW1683 46 76 A07 RM 2 10.306 METERS 10500 | AS0346| AS0345 46 76 A06 APPROX. 0.8 KM 1304625.5 | AS0346|---------------------------------------------------------------------| AS0346 AS0346 SUPERSEDED SURVEY CONTROL AS0346 AS0346 NAD 83(1986)- 29 56 54.65453(N) 085 25 06.50088(W) AD( ) 2 AS0346 NAD 27 - 29 56 53.91191(N) 085 25 06.78503(W) AD( ) 2 AS0346 NGVD 29 (07/19/86) 5.76 (m) 18.9 (f) LEVELING 3 AS0346 AS0346.Superseded values are not recommended for survey control. AS0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AS0346.See file dsdata.txt to determine how the superseded data were derived. AS0346 AS0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5262414132(NAD 83) AS0346_MARKER: DD = SURVEY DISK AS0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AS0346_STAMPING: 46 76 A07 AS0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AS0346+STABILITY: SURFACE MOTION AS0346 AS0346 HISTORY - Date Condition Report By AS0346 HISTORY - 1976 MONUMENTED FLDT AS0346 HISTORY - 1976 GOOD FLDT AS0346 HISTORY - 1988 GOOD USPSQD AS0346 HISTORY - 20050201 MARK NOT FOUND WILMIL AS0346 AS0346 STATION DESCRIPTION AS0346 AS0346'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM) AS0346'STATION IS LOCATED IN THE TOWN OF MEXICO BEACH, ABOUT 16 MILES AS0346'SOUTHEAST OF CALLAWAY AND 2 MILES NORTHWEST OF BEACON HILL CITY AS0346'LIMITS. AS0346' AS0346'STATION IS ABOUT 200 FEET SOUTH-SOUTHEAST OF THE MEXICO BEACH AS0346'POST OFFICE, IN THE MEDIAN FORMED BY U.S. ROUTE 98 AND A SIDE AS0346'STREET. AS0346' AS0346'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL AS0346'RESOURCES BRASS DISK, STAMPED 46 76 A07, SET IN THE TOP OF A AS0346'ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND. IT AS0346'IS 3.4 FEET SOUTHWEST OF A METAL WITNESS POST, 16.5 FEET AS0346'EAST-SOUTHEAST OF A POWERLINE POLE BRACE, 31.3 FEET NORTHEAST AS0346'OF CENTER OF U.S. ROUTE 98, 36.2 FEET WEST-NORTHWEST OF A AS0346'POWERLINE POLE SUPPORTING A STREET LIGHT, 47.0 FEET SOUTHEAST AS0346'OF SOUTHEAST CORNER OF A BRICK BUILDING FOR REALTORS OFFICE AS0346'AND 51.0 FEET SOUTHWEST OF CENTER OF A SIDE STREET. AS0346' AS0346'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF AS0346'TRANSPORTATION BRASS DISK, STAMPED 46 76 A07 RM NO1, SET IN THE AS0346'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT THAT IS 4 INCHES BELOW AS0346'THE GROUND. IT IS 1.0 FOOT EAST-SOUTHEAST OF A METAL WITNESS AS0346'POST, 26.7 FEET EAST OF THE SOUTHEAST CORNER OF THE BRICK AS0346'REALTORS OFFICE, 32.0 FEET SOUTHWEST OF CENTER OF A SIDE AS0346'STREET, 52.5 FEET NORTHWEST OF A POWERLINE POLE SUPPORTING A AS0346'STREET LIGHT AND 57.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE AS0346'98. AS0346' AS0346'REFERENCE MARK NUMBER 2 IS A STANDARD BENCHMARK DISK STAMPED AS0346'U174 1957, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT AS0346'PROJECTS 2 INCHES ABOVE THE GROUND. IT IS 1.0 FOOT EAST OF A AS0346'METAL WITNESS POST 1.3 FEET SOUTH-SOUTHEAST OF NORTHWEST CORNER AS0346'OF A TELEPHONE BOOTH, 2.5 FEET WEST-NORTHWEST OF A POWERLINE AS0346'POLE SUPPORTING A STREET LIGHT, 44.3 FEET NORTHEAST OF CENTER AS0346'OF U.S. ROUTE 98 AND 74.6 FEET SOUTHEAST OF SOUTHEAST CORNER OF AS0346'THE BRICK REALTORS OFFICE. AS0346 AS0346 STATION RECOVERY (1976) AS0346 AS0346'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AS0346'IN MEXICO BEACH. AS0346'FROM THE U.S. POST OFFICE, IN MEXICO BEACH. GO SOUTHEAST ON U.S. AS0346'ROUTE 98 FOR ABOUT 0.05 MILE AND STATION. WHICH IS SET IN THE TOP OF AS0346'A ROUND CONCRETE MONUMENT 2 INCHES BELOW GROUND. IT IS 51.0 FEET AS0346'SOUTHWEST OF CENTER OF A SIDE STREET LEADING NORTHWEST TO THE POST AS0346'OFFICE, 47.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK OFFICE AS0346'BUILDING (MEXICO BEACH CORP.-REALTOR), 36.2 FEET WEST-NORTHWEST OF A AS0346'WOODEN STREET LIGHT POLE, 31.3 FEET NORTHEAST OF CENTER OF U.S. ROUTE AS0346'98, 16.5 FEET EAST-SOUTHEAST OF A POWER LINE BRACE POLE AND 3.4 FEET AS0346'SOUTHWEST OF A METAL WITNESS POST. SECTION 23, T6S, R12W. AS0346 AS0346 STATION RECOVERY (1988) AS0346 AS0346'RECOVERY NOTE BY US POWER SQUADRON 1988 (BWL) AS0346'RECOVERED IN GOOD CONDITION. AS0346 AS0346 STATION RECOVERY (2005) AS0346 AS0346'RECOVERY NOTE BY WILSONMILLER 2005 (MCL) AS0346'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AS0347 *********************************************************************** AS0347 DESIGNATION - 46 76 A08 AS0347 PID - AS0347 AS0347 STATE/COUNTY- FL/BAY AS0347 USGS QUAD - BEACON HILL (1982) AS0347 AS0347 *CURRENT SURVEY CONTROL AS0347 ___________________________________________________________________ AS0347* NAD 83(1990)- 29 57 14.71791(N) 085 25 41.03486(W) ADJUSTED AS0347* NAVD 88 - 3.825 (meters) 12.55 (feet) ADJUSTED AS0347 ___________________________________________________________________ AS0347 LAPLACE CORR- -0.34 (seconds) DEFLEC99 AS0347 GEOID HEIGHT- -27.48 (meters) GEOID03 AS0347 DYNAMIC HT - 3.820 (meters) 12.53 (feet) COMP AS0347 MODELED GRAV- 979,311.0 (mgal) NAVD 88 AS0347 AS0347 HORZ ORDER - SECOND AS0347 VERT ORDER - SECOND CLASS II AS0347 AS0347.The horizontal coordinates were established by classical geodetic methods AS0347.and adjusted by the National Geodetic Survey in May 1991. AS0347 AS0347.The orthometric height was determined by differential leveling AS0347.and adjusted by the National Geodetic Survey in June 1991. AS0347 AS0347.The Laplace correction was computed from DEFLEC99 derived deflections. AS0347 AS0347.The geoid height was determined by GEOID03. AS0347 AS0347.The dynamic height is computed by dividing the NAVD 88 AS0347.geopotential number by the normal gravity value computed on the AS0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AS0347.degrees latitude (g = 980.6199 gals.). AS0347 AS0347.The modeled gravity was interpolated from observed gravity values. AS0347 AS0347; North East Units Scale Factor Converg. AS0347;SPC FL N - 106,122.631 510,418.240 MT 0.99995531 -0 27 59.0 AS0347;UTM 16 - 3,314,737.116 651,688.821 MT 0.99988389 +0 47 06.1 AS0347 AS0347! - Elev Factor x Scale Factor = Combined Factor AS0347!SPC FL N - 1.00000372 x 0.99995531 = 0.99995903 AS0347!UTM 16 - 1.00000372 x 0.99988389 = 0.99988760 AS0347 AS0347: Primary Azimuth Mark Grid Az AS0347:SPC FL N - 46 76 A07 124 10 36.8 AS0347:UTM 16 - 46 76 A07 122 55 31.7 AS0347 AS0347|---------------------------------------------------------------------| AS0347| PID Reference Object Distance Geod. Az | AS0347| dddmmss.s | AS0347| AS0329 46 76 A08 RM 1 19.210 METERS 09719 | AS0347| AS0827 MEXICO BEACH MUNICIPAL TANK APPROX. 2.0 KM 1183724.9 | AS0347| AS0346 46 76 A07 APPROX. 1.1 KM 1234237.8 | AS0347| AS0348 46 76 A09 478.717 METERS 2254848.0 | AS0347| AS0339 46 76 A08 RM 2 16.706 METERS 33304 | AS0347|---------------------------------------------------------------------| AS0347 AS0347 SUPERSEDED SURVEY CONTROL AS0347 AS0347 NAD 83(1986)- 29 57 14.72955(N) 085 25 41.04989(W) AD( ) 2 AS0347 NAD 27 - 29 57 13.98734(N) 085 25 41.33300(W) AD( ) 2 AS0347 NGVD 29 (07/19/86) 3.97 (m) 13.0 (f) LEVELING 3 AS0347 AS0347.Superseded values are not recommended for survey control. AS0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AS0347.See file dsdata.txt to determine how the superseded data were derived. AS0347 AS0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5168914737(NAD 83) AS0347_MARKER: DD = SURVEY DISK AS0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AS0347_STAMPING: 46 76 A08 AS0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AS0347+STABILITY: SURFACE MOTION AS0347 AS0347 HISTORY - Date Condition Report By AS0347 HISTORY - 1976 MONUMENTED FLDT AS0347 HISTORY - 1976 GOOD FLDT AS0347 HISTORY - 1988 GOOD USPSQD AS0347 HISTORY - 1990 GOOD USPSQD AS0347 HISTORY - 20050201 MARK NOT FOUND WILMIL AS0347 AS0347 STATION DESCRIPTION AS0347 AS0347'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM) AS0347'STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF CALLAWAY, 1-1/2 AS0347'MILES NORTHWEST OF BEACON HILL CITY LIMITS, AND AT THE AS0347'NORTHWEST EDGE OF MEXICO BEACH. AS0347' AS0347'TO REACH STATION FROM THE POST OFFICE IN MEXICO BEACH. GO AS0347'NORTHWEST ON U.S. ROUTE 98 FOR 0.7 MILE TO THE INTERSECTION OF AS0347'U.S. ROUTE 98 AND 43RD STREET. CONTINUE NORTHWEST ON U.S. ROUTE AS0347'98 FOR 0.05 MILE TO STATION ON RIGHT, NORTHEAST SHOULDER OF AS0347'HIGHWAY. AS0347' AS0347'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL AS0347'RESOURCES BRASS DISK, STAMPED 46 76 A08, SET IN THE TOP OF A AS0347'ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND. IT AS0347'IS 22.0 FEET SOUTHWEST OF A METAL WITNESS POST, 22.6 FEET AS0347'NORTHEAST OF CENTER OF U.S. ROUTE 98, 29.5 FEET SOUTHWEST OF A AS0347'FENCELINE AND 100.5 FEET SOUTHEAST OF AND ACROSS U.S. ROUTE 98 AS0347'FROM A REDUCE SPEED AHEAD SIGN. AS0347' AS0347'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF AS0347'TRANSPORTATION BRASS DISK STAMPED 46 76 A08 RM NO1, SET IN THE AS0347'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT THAT IS 2 INCHES BELOW AS0347'THE GROUND. IT IS 1.1 FEET SOUTHWEST OF A METAL WITNESS POST. AS0347'1.6 FEET SOUTHWEST OF A FENCELINE AND 50.3 FEET NORTHEAST OF AS0347'CENTER OF U.S. ROUTE 98. AS0347' AS0347'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF AS0347'TRANSPORTATION BRASS DISK STAMPED 46 76 A08 RM NO2, SET IN THE AS0347'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT THAT IS 1 INCH BELOW AS0347'THE GROUND. IT IS 1.7 FEET SOUTHWEST OF A METAL WITNESS POST, 2.2 AS0347'FEET SOUTHWEST OF A FENCELINE, 49.7 FEET NORTHEAST OF CENTER OF AS0347'U.S. ROUTE 98 AND 84.0 FEET EAST-NORTHEAST OF AND ACROSS AS0347'U.S. ROUTE 98 FROM A REDUCE SPEED AHEAD SIGN. AS0347 AS0347 STATION RECOVERY (1976) AS0347 AS0347'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AS0347'IN MEXICO BEACH. AS0347'FROM THE U.S. POST OFFICE, IN MEXICO BEACH. GO NORTHWEST ON U.S ROUTE AS0347'98 FOR ABOUT 0.7 MILE TO A POINT JUST NORTHWEST OF THE INTERSECTION OF AS0347'43RD STREET AND STATION. WHICH IS SET IN THE TOP OF A ROUND CONRETE AS0347'MONUMENT 2 INCHES BELOW GROUND. IT IS 100.5 FEET SOUTHEAST AND ACROSS AS0347'HIGHWAY FROM A REDUCE SPEED AHEAD HIGHWAY SIGN, 29.5 FEET SOUTHWEST OF AS0347'A FENCE LINE, 22.6 FEET NORTHEAST OF CENTER OF U.S ROUTE 98 AND 22.0 AS0347'FEET SOUTHWEST OF A METAL WITNESS POST. SECTION 15, T6S, R12W. AS0347 AS0347 STATION RECOVERY (1988) AS0347 AS0347'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF) AS0347'RECOVERED IN GOOD CONDITION. AS0347 AS0347 STATION RECOVERY (1990) AS0347 AS0347'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM) AS0347'RECOVERED IN GOOD CONDITION. AS0347 AS0347 STATION RECOVERY (2005) AS0347 AS0347'RECOVERY NOTE BY WILSONMILLER 2005 (MCL) AS0347'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG9359 *********************************************************************** AG9359 CBN - This is a Cooperative Base Network Control Station. AG9359 TIDAL BM - This is a Tidal Bench Mark. AG9359 DESIGNATION - 872 6724 N TIDAL AG9359 PID - AG9359 AG9359 STATE/COUNTY- FL/BAY AG9359 USGS QUAD - CLEARWATER (1987) AG9359 AG9359 *CURRENT SURVEY CONTROL AG9359 ___________________________________________________________________ AG9359* NAD 83(1999)- 27 58 35.54130(N) 082 49 44.16505(W) ADJUSTED AG9359* NAVD 88 - 1.7 (meters) 6. (feet) GPS OBS AG9359 ___________________________________________________________________ AG9359 X - 703,669.057 (meters) COMP AG9359 Y - -5,592,827.035 (meters) COMP AG9359 Z - 2,974,198.693 (meters) COMP AG9359 LAPLACE CORR- -1.71 (seconds) DEFLEC99 AG9359 ELLIP HEIGHT- -22.93 (meters) (04/12/01) GPS OBS AG9359 GEOID HEIGHT- -24.60 (meters) GEOID03 AG9359 AG9359 HORZ ORDER - A AG9359 ELLP ORDER - FOURTH CLASS I AG9359 AG9359.The horizontal coordinates were established by GPS observations AG9359.and adjusted by the National Geodetic Survey in April 2001. AG9359 AG9359.The orthometric height was determined by GPS observations and a AG9359.high-resolution geoid model. AG9359 AG9359.This Tidal Bench Mark is designated as VM 748 AG9359.by the Center for Operational Oceanographic Products and Services. AG9359 AG9359.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG9359 AG9359.The Laplace correction was computed from DEFLEC99 derived deflections. AG9359 AG9359.The ellipsoidal height was determined by GPS observations AG9359.and is referenced to NAD 83. AG9359 AG9359.The geoid height was determined by GEOID03. AG9359 AG9359; North East Units Scale Factor Converg. AG9359;SPC FL N - -,112,265.720 764,509.067 MT 1.00067072 +0 50 23.1 AG9359;UTM 17 - 3,095,950.616 320,118.364 MT 0.99999939 -0 51 29.5 AG9359 AG9359! - Elev Factor x Scale Factor = Combined Factor AG9359!SPC FL N - 1.00000360 x 1.00067072 = 1.00067432 AG9359!UTM 17 - 1.00000360 x 0.99999939 = 1.00000299 AG9359 AG9359 SUPERSEDED SURVEY CONTROL AG9359 AG9359 NAD 83(1990)- 27 58 35.53934(N) 082 49 44.16473(W) AD( ) B AG9359 ELLIP H (09/13/90) -22.87 (m) GP( ) 4 1 AG9359 NGVD 29 (04/21/95) 1.9 (m) 6. (f) GPS OBS AG9359 AG9359.Superseded values are not recommended for survey control. AG9359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG9359.See file dsdata.txt to determine how the superseded data were derived. AG9359 AG9359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2011895951(NAD 83) AG9359_MARKER: DJ = TIDAL STATION DISK AG9359_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AG9359_STAMPING: 6724 N 1984 AG9359_MARK LOGO: NOS AG9359_PROJECTION: PROJECTING 15 CENTIMETERS AG9359_MAGNETIC: N = NO MAGNETIC MATERIAL AG9359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG9359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG9359+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2005 AG9359_ROD/PIPE-DEPTH: 12.5 meters AG9359 AG9359 HISTORY - Date Condition Report By AG9359 HISTORY - 1984 MONUMENTED NOS AG9359 HISTORY - 1989 GOOD NGS AG9359 HISTORY - 19930204 GOOD NOS AG9359 HISTORY - 19990405 GOOD FLDT AG9359 HISTORY - 20050204 GOOD POLASS AG9359 AG9359 STATION DESCRIPTION AG9359 AG9359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 AG9359'THE STATION IS LOCATED ABOUT 4.02 KM (2.50 MI) WEST OF CLEARWATER, AT AG9359'THE CLEARWATER BEACH, ON THE WEST SIDE OF A PARKING LOT AT BIG PIER AG9359'60, ABOUT 70 M (229.7 FT) SOUTH OF THE PIER. OWNERSHIP--CITY OF AG9359'CLEARWATER. AG9359'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 19 AG9359'ALTERNATE (FT HARRISON AVE) AND STATE ROAD 60 (CLEVELAND ST) ON THE AG9359'WEST SIDE OF CLEARWATER, GO NORTHWESTERLY FOR 3.15 KM (1.95 MI) ON AG9359'STATE ROD 60 TO MANDALAY AVE. TURN LEFT AND GO SOUTH FOR 0.24 KM AG9359'(0.15 MI) ON MANDALAY AVE TO GULF VIEW BLVD. TURN RIGHT AND GO WEST AG9359'FOR 0.17 KM (0.10 MI) ON GULF VIEW BLVD TO THE SOUTHWEST ENTRANCE TO A AG9359'PARKING LOT AT BIG PIER 60. TURN RIGHT AND GO NORTH FOR 0.08 KM AG9359'(0.05 MI) ON THE WEST SIDE OF PARKING LOT TO THE STATION ON LEFT. AG9359'THE STATION IS RECESSED 18 CM BELOW GROUND. LOCATED 30.57 M AG9359'(100.3 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF THE CONCRETE AG9359'PAD FOR PUBLIC SHOWER, 25.45 M (83.5 FT) SOUTH FROM THE SOUTHWEST AG9359'CORNER OF CONCRETE PAD FOR PUBLIC SHOWER, 22.19 M (72.8 FT) SOUTH FROM AG9359'A CONCRETE LIGHT POLE, 16.09 M (52.8 FT) NORTH FROM A CONCRETE LIGHT AG9359'POLE AND 0.43 M (1.4 FT) WEST FROM THE WEST EDGE OF A CONCRETE AG9359'SIDEWALK. NOTE--ROD DRIVEN TO REFUSAL. ACCESS TO DISK IS HAD THROUGH AG9359'A 4-INCH PVC PIPE. AG9359'DESCRIBED BY D.F. CALLAHAN. AG9359 AG9359 STATION RECOVERY (1993) AG9359 AG9359'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (ALG) AG9359'RECOVERED AS DESCRIBED. AG9359 AG9359 STATION RECOVERY (1999) AG9359 AG9359'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1999 AG9359'RECOVERED AS DESCRIBED. AG9359 AG9359 STATION RECOVERY (2005) AG9359 AG9359'RECOVERY NOTE BY POLARIS ASSOCIATES 2005 (TME) AG9359'EXCELLENT GPS STATION, BRING CASH FOR GATED PARKING LOT. MARKER IS AG9359'UNDISTURBED AND STABLE. DATASHEET INCORRECTLY READS BAY COUNTY AG9359'FLORIDA. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 BE3954 *********************************************************************** BE3954 DESIGNATION - FLGPS 7 BE3954 PID - BE3954 BE3954 STATE/COUNTY- FL/BAY BE3954 USGS QUAD - LONG POINT (1982) BE3954 BE3954 *CURRENT SURVEY CONTROL BE3954 ___________________________________________________________________ BE3954* NAD 83(1999)- 30 04 46.72793(N) 085 36 53.39692(W) ADJUSTED BE3954* NAVD 88 - 7.716 (meters) 25.31 (feet) ADJUSTED BE3954 ___________________________________________________________________ BE3954 X - 422,356.286 (meters) COMP BE3954 Y - -5,507,649.015 (meters) COMP BE3954 Z - 3,178,006.892 (meters) COMP BE3954 LAPLACE CORR- -0.90 (seconds) DEFLEC99 BE3954 ELLIP HEIGHT- -19.91 (meters) (12/13/01) GPS OBS BE3954 GEOID HEIGHT- -27.62 (meters) GEOID03 BE3954 DYNAMIC HT - 7.706 (meters) 25.28 (feet) COMP BE3954 MODELED GRAV- 979,312.1 (mgal) NAVD 88 BE3954 BE3954 HORZ ORDER - FIRST BE3954 VERT ORDER - SECOND CLASS I BE3954 ELLP ORDER - FIFTH CLASS I BE3954 BE3954.The horizontal coordinates were established by GPS observations BE3954.and adjusted by the National Geodetic Survey in December 2001. BE3954 BE3954.The orthometric height was determined by differential leveling BE3954.and adjusted by the National Geodetic Survey in May 2001. BE3954.No vertical observational check was made to the station. BE3954 BE3954.The X, Y, and Z were computed from the position and the ellipsoidal ht. BE3954 BE3954.The Laplace correction was computed from DEFLEC99 derived deflections. BE3954 BE3954.The ellipsoidal height was determined by GPS observations BE3954.and is referenced to NAD 83. BE3954 BE3954.The geoid height was determined by GEOID03. BE3954 BE3954.The dynamic height is computed by dividing the NAVD 88 BE3954.geopotential number by the normal gravity value computed on the BE3954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE3954.degrees latitude (g = 980.6199 gals.). BE3954 BE3954.The modeled gravity was interpolated from observed gravity values. BE3954 BE3954; North East Units Scale Factor Converg. BE3954;SPC FL N - 120,201.290 492,527.090 MT 0.99994960 -0 33 36.8 BE3954;UTM 16 - 3,328,419.781 633,495.911 MT 0.99981987 +0 41 39.7 BE3954 BE3954! - Elev Factor x Scale Factor = Combined Factor BE3954!SPC FL N - 1.00000313 x 0.99994960 = 0.99995273 BE3954!UTM 16 - 1.00000313 x 0.99981987 = 0.99982300 BE3954 BE3954 SUPERSEDED SURVEY CONTROL BE3954 BE3954 NAD 83(1990)- 30 04 46.72769(N) 085 36 53.39554(W) AD( ) 1 BE3954 NGVD 29 (02/04/91) 7.8 (m) 26. (f) GPS OBS BE3954 BE3954.Superseded values are not recommended for survey control. BE3954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE3954.See file dsdata.txt to determine how the superseded data were derived. BE3954 BE3954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU3349628420(NAD 83) BE3954_MARKER: F = FLANGE-ENCASED ROD BE3954_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) BE3954_STAMPING: FLGPS 7 1988 BE3954_MARK LOGO: NGS BE3954_PROJECTION: FLUSH BE3954_MAGNETIC: N = NO MAGNETIC MATERIAL BE3954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE3954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BE3954+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2005 BE3954_ROD/PIPE-DEPTH: 39.7 meters BE3954_SLEEVE-DEPTH : 0.91 meters BE3954 BE3954 HISTORY - Date Condition Report By BE3954 HISTORY - 1988 MONUMENTED NGS BE3954 HISTORY - 19890424 GOOD BE3954 HISTORY - 19910805 GOOD NGS BE3954 HISTORY - 19970301 GOOD USPSQD BE3954 HISTORY - 20050126 GOOD INDIV BE3954 BE3954 STATION DESCRIPTION BE3954 BE3954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 BE3954'THE STATION IS LOCATED ABOUT 24.94 KM (15.50 MI) NORTHWEST OF MEXICO BE3954'BEACH, 2.41 KM (1.50 MI) SOUTH OF THE SOUTH END OF THE DUPONT BRIDGE BE3954'OVER EAST BAY, ON THE TYNDALL AIR FORCE BASE. OWNERSHIP--U.S. AIR BE3954'FORCE, COLONEL BELL - BASE COMMANDER, PHONE 904-283-3226. BE3954'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 98 AND 231 IN BE3954'PANAMA CITY, GO EAST FOR 18.91 KM (11.75 MI) ON HIGHWAY 98 TO THE MAIN BE3954'ENTRANCE TO TYNDALL AIR FORCE BASE. TURN RIGHT AND GO 0.32 KM BE3954'(0.20 MI) ON ILLINOIS AVENUE TO A TRAFFIC LIGHT. TURN RIGHT AND GO BE3954'1.13 KM (0.70 MI) ON SUWANNEE ROAD TO A ROAD RIGHT. TURN RIGHT AND GO BE3954'0.56 KM (0.35 MI) ON BEACON BEACH ROAD, PASSING THROUGH CHECK GATE, TO BE3954'STATION TYNDALL ON LEFT. CONTINUE AHEAD FOR 0.64 KM (0.40 MI) ON BE3954'BEACON BEACH ROAD TO THE STATION ON RIGHT. BE3954'THE STATION IS RECESSED 10 CM BELOW GROUND. LOCATED 50.60 M BE3954'(166.0 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER OF BAMBI TRAIL, BE3954'29.54 M (96.9 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE COMBAT BE3954'ARMS TRAINING AND MAINTENANCE (CATM) BUILDING, 11.70 M (38.4 FT) BE3954'WEST-NORTHWEST FROM AN ASPHALT DRIVE AND 5.79 M (19.0 FT) BE3954'NORTH-NORTHEAST FROM THE APPROXIMATE CENTER OF BEACON BEACH ROAD. BE3954'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. BE3954'DESCRIBED BY R.L. MALLOY. BE3954 BE3954 STATION RECOVERY (1989) BE3954 BE3954'RECOVERED 1989 BE3954'RECOVERED IN GOOD CONDITION. BE3954 BE3954 STATION RECOVERY (1991) BE3954 BE3954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT) BE3954'THE STATION IS ABOUT 15.5 MI (24.9 KM) NORTHWEST OF MEXICO BEACH, 1.5 BE3954'MI (2.4 KM) SOUTH OF THE DUPONT BRIDGE OVER EAST BAY, ON THE TYNDALL BE3954'AIR FORCE BASE. OWNERSHIP--U.S. AIR FORCE, MAJOR GENERAL BROWN-BASE BE3954'COMMANDER, PHONE 904-283-3226, IN SECTION 2, T 5 S, R 14 W. TO REACH BE3954'THE STATION FROM THE POST OFFICE ON BUSINESS 98 IN PARKER, GO EASTERLY BE3954'ON BUSINESS 98 FOR 0.90 MI (1.45 KM) TO THE JUNCTION OF U.S. HIGHWAY BE3954'98, CONTINUE AHEAD ON U.S. HIGHWAY 98 AND GO SOUTHERLY (CROSSING THE BE3954'DUPONT BRIDGE) FOR 4.90 MI (7.89 KM) TO THE MAIN ENTRANCE GATE TO THE BE3954'TYNDALL AIR FORCE BASE, TURN RIGHT ON ILLINOIS AVENUE AND GO BE3954'SOUTHWESTERLY FOR 0.20 MI (0.32 KM) TO A TRAFFIC LIGHT AT SUWANNEE BE3954'AVENUE, TURN RIGHT ON SUWANNEE AVENUE AND GO WEST FOR 0.75 MI (1.21 BE3954'KM) TO BEACON BEACHES ROAD ON THE RIGHT, TURN RIGHT ON BEACON BEACHES BE3954'ROAD AND GO NORTHWEST FOR 0.75 MI (1.21 KM) TO THE MARK ON THE RIGHT, BE3954'RECESSED 0.1 FT (3.0 CM) BELOW THE LEVEL OF THE GROUMD. ACCESS TO BE3954'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. THE MARK CAN ALSO BE BE3954'REACHED FROM THE POST OFFICE ON BUSINESS 98 IN PARKER, GO EASTERLY ON BE3954'BUSINESS 98 FOR 0.90 MI (1.45 KM) TO THE JUNCTION OF U.S. HIGHWAY 98, BE3954'CONTINUE AHEAD ON U.S. HIGHWAY 98 AND GO SOUTHERLY FOR 3.15 MI (5.07 BE3954'KM) (CROSSING THE DUPONT BRIDGE) TO THE INTERSECTION OF SABRE DRIVE, BE3954'(AN ENTRANCE GATE TO TYNDALL AIR FORCE BASE), TURN RIGHT ON SABRE BE3954'DRIVE AND GO WEST FOR O.1 MI PASSING THROUGH THE GATE, TO THE JUNCTION BE3954'OF DEJARNETTE DRIVE ON THE LEFT, TURN LEFT ON DEJARNETTE DRIVE AND GO BE3954'SOUTH-SOUTHWEST FOR 0.65 MI (1.05 KM) TO THE JUNCTION OF BEACON BE3954'BEACHES ROAD AND THE MARK ON THE LEFT. LOCATED 174.0 FT (53.0 M) BE3954'SOUTHEAST OF THE CENTERLINE OF DEJARNETTE DRIVE, 140.0 FT (42.7 M) BE3954'SOUTHEAST OF THE SOUTHEAST CORNER OF A CULVERT UNDER DEJARNETTE DRIVE, BE3954'96.9 FT (29.5 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE COMBAT ARMS BE3954'TRAINING AND MAINTENANCE BUILDING, 37.8 FT (11.5 M) WEST-NORTHWEST OF BE3954'AN ASPHALT DRIVEWAY TO THE CATM BUILDING AND 19.0 FT (5.8 M) BE3954'NORTH-NORTHEAST OF THE CENTERLINE OF BEACON BEACHES ROAD. BE3954 BE3954 STATION RECOVERY (1997) BE3954 BE3954'RECOVERY NOTE BY US POWER SQUADRON 1997 BE3954'RECOVERED IN GOOD CONDITION. BE3954 BE3954 STATION RECOVERY (2005) BE3954 BE3954'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MCL) BE3954'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 BE0841 *********************************************************************** BE0841 DESIGNATION - G 177 BE0841 PID - BE0841 BE0841 STATE/COUNTY- FL/BAY BE0841 USGS QUAD - LONG POINT (1982) BE0841 BE0841 *CURRENT SURVEY CONTROL BE0841 ___________________________________________________________________ BE0841* NAD 83(1999)- 30 01 13.74232(N) 085 31 32.84504(W) ADJUSTED BE0841* NAVD 88 - 5.887 (meters) 19.31 (feet) ADJUSTED BE0841 ___________________________________________________________________ BE0841 X - 431,171.173 (meters) COMP BE0841 Y - -5,510,258.584 (meters) COMP BE0841 Z - 3,172,329.167 (meters) COMP BE0841 LAPLACE CORR- -0.60 (seconds) DEFLEC99 BE0841 ELLIP HEIGHT- -21.69 (meters) (06/19/01) GPS OBS BE0841 GEOID HEIGHT- -27.57 (meters) GEOID03 BE0841 DYNAMIC HT - 5.880 (meters) 19.29 (feet) COMP BE0841 MODELED GRAV- 979,308.6 (mgal) NAVD 88 BE0841 BE0841 HORZ ORDER - FIRST BE0841 VERT ORDER - FIRST CLASS II BE0841 ELLP ORDER - FOURTH CLASS I BE0841 BE0841.The horizontal coordinates were established by GPS observations BE0841.and adjusted by the National Geodetic Survey in June 2001. BE0841 BE0841.The orthometric height was determined by differential leveling BE0841.and adjusted by the National Geodetic Survey in June 1991. BE0841 BE0841.The X, Y, and Z were computed from the position and the ellipsoidal ht. BE0841 BE0841.The Laplace correction was computed from DEFLEC99 derived deflections. BE0841 BE0841.The ellipsoidal height was determined by GPS observations BE0841.and is referenced to NAD 83. BE0841 BE0841.The geoid height was determined by GEOID03. BE0841 BE0841.The dynamic height is computed by dividing the NAVD 88 BE0841.geopotential number by the normal gravity value computed on the BE0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE0841.degrees latitude (g = 980.6199 gals.). BE0841 BE0841.The modeled gravity was interpolated from observed gravity values. BE0841 BE0841; North East Units Scale Factor Converg. BE0841;SPC FL N - 113,562.922 501,051.759 MT 0.99995170 -0 30 55.8 BE0841;UTM 16 - 3,321,970.296 642,162.797 MT 0.99984935 +0 44 15.7 BE0841 BE0841! - Elev Factor x Scale Factor = Combined Factor BE0841!SPC FL N - 1.00000341 x 0.99995170 = 0.99995511 BE0841!UTM 16 - 1.00000341 x 0.99984935 = 0.99985276 BE0841 BE0841 SUPERSEDED SURVEY CONTROL BE0841 BE0841 NAD 83(1990)- 30 01 13.74208(N) 085 31 32.84386(W) AD( ) 1 BE0841 ELLIP H (03/29/96) -21.54 (m) GP( ) 4 1 BE0841 NGVD 29 (??/??/92) 6.031 (m) 19.79 (f) ADJ UNCH 1 2 BE0841 BE0841.Superseded values are not recommended for survey control. BE0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE0841.See file dsdata.txt to determine how the superseded data were derived. BE0841 BE0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU4216321970(NAD 83) BE0841_MARKER: DB = BENCH MARK DISK BE0841_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED BE0841+WITH SETTING: INTO GROUND BE0841_STAMPING: G 177 1957 BE0841_MARK LOGO: CGS BE0841_MAGNETIC: N = NO MAGNETIC MATERIAL BE0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE0841+STABILITY: SURFACE MOTION BE0841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BE0841+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2005 BE0841 BE0841 HISTORY - Date Condition Report By BE0841 HISTORY - 1957 MONUMENTED CGS BE0841 HISTORY - 1961 GOOD NGS BE0841 HISTORY - 1984 GOOD USPSQD BE0841 HISTORY - 1985 GOOD USPSQD BE0841 HISTORY - 1987 GOOD USPSQD BE0841 HISTORY - 1989 GOOD USPSQD BE0841 HISTORY - 1990 GOOD USPSQD BE0841 HISTORY - 19940411 GOOD USPSQD BE0841 HISTORY - 19950706 GOOD BDE BE0841 HISTORY - 19990406 GOOD USPSQD BE0841 HISTORY - 20030303 MARK NOT FOUND INDIV BE0841 HISTORY - 20050126 GOOD INDIV BE0841 BE0841 STATION DESCRIPTION BE0841 BE0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 BE0841'10.5 MI NW FROM MEXICO BEACH. BE0841'10.5 MILES NORTHWEST ALONG U.S. HIGHWAY 98 FROM THE BAY AND BE0841'GULF COUNTY LINE AT MEXICO BEACH, 51 FEET NORTHEAST OF THE BE0841'CENTER LINE OF THE HIGHWAY, 29 FEET SOUTH OF THE CENTER LINE OF BE0841'A NARROW OILED ROAD LEADING EAST, 19 FEET NORTHEAST OF A BE0841'TELEPHONE POLE, 8 FEET NORTHWEST OF POWER POLE 949, 0.8 FOOT BE0841'NORTHEAST OF A STEEL WITNESS POST, CLAMPED ON THE TOP OF A BE0841'3/4 INCH COPPER COATED STEEL ROD WHICH IS FLUSH WITH THE GROUND, BE0841'PROTECTED BY A 4 INCH TILE PIPE. BE0841 BE0841 STATION RECOVERY (1984) BE0841 BE0841'RECOVERY NOTE BY US POWER SQUADRON 1984 BE0841'TELEPHONE AND POWER POLE HAVE BEEN REPLACED BY ONE LARGE POWER POLE, BE0841'NO MEMEBER. NEW POLE IS 75 FEET NORTH OF STATION. AIR FORCE SIGN BE0841'(PRIME BEEF TRAINING AREA) 10 FEET NORTHWEST OF STATION. BE0841 BE0841 STATION RECOVERY (1985) BE0841 BE0841'RECOVERY NOTE BY US POWER SQUADRON 1985 BE0841'NO TELEPHONE OR POWER POLES. MARKS IS NEAR A SIGN 'AEFSC' FIRE BE0841'RESEARCH FACILTIY NO 1 BE0841 BE0841 STATION RECOVERY (1987) BE0841 BE0841'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM) BE0841'RECOVERED IN GOOD CONDITION. BE0841 BE0841 STATION RECOVERY (1989) BE0841 BE0841'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM) BE0841'RECOVERED IN GOOD CONDITION. BE0841 BE0841 STATION RECOVERY (1990) BE0841 BE0841'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM) BE0841'RECOVERED IN GOOD CONDITION. BE0841 BE0841 STATION RECOVERY (1994) BE0841 BE0841'RECOVERY NOTE BY US POWER SQUADRON 1994 BE0841'RECOVERED IN GOOD CONDITION. BE0841 BE0841 STATION RECOVERY (1995) BE0841 BE0841'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1995 (DRJ) BE0841'RECOVERED AS DESCRIBED. BE0841 BE0841 STATION RECOVERY (1999) BE0841 BE0841'RECOVERY NOTE BY US POWER SQUADRON 1999 BE0841'RECOVERED IN GOOD CONDITION. BE0841 BE0841 STATION RECOVERY (2003) BE0841 BE0841'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RL) BE0841'RECOVERED BY COMPASSCOM, INC. BE0841'MARK APPARENTLY DESTROYED BY PIPELINE CONSTRUCTION. BE0841' BE0841 BE0841 STATION RECOVERY (2005) BE0841 BE0841'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MCL) BE0841'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 BE3593 *********************************************************************** BE3593 FBN - This is a Federal Base Network Control Station. BE3593 DESIGNATION - TYNDALL BE3593 PID - BE3593 BE3593 STATE/COUNTY- FL/BAY BE3593 USGS QUAD - LONG POINT (1982) BE3593 BE3593 *CURRENT SURVEY CONTROL BE3593 ___________________________________________________________________ BE3593* NAD 83(1999)- 30 04 35.21772(N) 085 36 31.08605(W) ADJUSTED BE3593* NAVD 88 - 8.432 (meters) 27.66 (feet) ADJUSTED BE3593 ___________________________________________________________________ BE3593 X - 422,965.674 (meters) COMP BE3593 Y - -5,507,781.031 (meters) COMP BE3593 Z - 3,177,700.550 (meters) COMP BE3593 LAPLACE CORR- -0.87 (seconds) DEFLEC99 BE3593 ELLIP HEIGHT- -19.19 (meters) (04/12/01) GPS OBS BE3593 GEOID HEIGHT- -27.62 (meters) GEOID03 BE3593 DYNAMIC HT - 8.421 (meters) 27.63 (feet) COMP BE3593 MODELED GRAV- 979,311.8 (mgal) NAVD 88 BE3593 BE3593 HORZ ORDER - A BE3593 VERT ORDER - SECOND CLASS I BE3593 ELLP ORDER - FOURTH CLASS I BE3593 BE3593.The horizontal coordinates were established by GPS observations BE3593.and adjusted by the National Geodetic Survey in April 2001. BE3593 BE3593.The orthometric height was determined by differential leveling BE3593.and adjusted by the National Geodetic Survey in May 2001. BE3593.No vertical observational check was made to the station. BE3593.WARNING-GPS observations at this control monument resulted in a GPS BE3593.derived orthometric height which differed from the leveled height by BE3593.more than one decimeter (0.1 meter). BE3593 BE3593.The X, Y, and Z were computed from the position and the ellipsoidal ht. BE3593 BE3593.The Laplace correction was computed from DEFLEC99 derived deflections. BE3593 BE3593.The ellipsoidal height was determined by GPS observations BE3593.and is referenced to NAD 83. BE3593 BE3593.The geoid height was determined by GEOID03. BE3593 BE3593.The dynamic height is computed by dividing the NAVD 88 BE3593.geopotential number by the normal gravity value computed on the BE3593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE3593.degrees latitude (g = 980.6199 gals.). BE3593 BE3593.The modeled gravity was interpolated from observed gravity values. BE3593 BE3593; North East Units Scale Factor Converg. BE3593;SPC FL N - 119,841.068 493,121.078 MT 0.99994968 -0 33 25.6 BE3593;UTM 16 - 3,328,072.696 634,097.565 MT 0.99982185 +0 41 50.6 BE3593 BE3593! - Elev Factor x Scale Factor = Combined Factor BE3593!SPC FL N - 1.00000301 x 0.99994968 = 0.99995269 BE3593!UTM 16 - 1.00000301 x 0.99982185 = 0.99982486 BE3593 BE3593: Primary Azimuth Mark Grid Az BE3593:SPC FL N - TYNDALL AZ MK 304 42 32.8 BE3593:UTM 16 - TYNDALL AZ MK 303 27 16.6 BE3593 BE3593|---------------------------------------------------------------------| BE3593| PID Reference Object Distance Geod. Az | BE3593| dddmmss.s | BE3593| BE3594 AF 65 USE 1959 75.670 METERS 08713 | BE3593| BE3576 TYNDALL AFB CONTROL TOWER APPROX. 2.5 KM 1081826.7 | BE3593| BE3595 TYNDALL AFB WEST WATER TANK APPROX. 1.1 KM 1131206.3 | BE3593| BE3610 AIRPORT BCN TYNDALL AFB E TANK APPROX. 2.4 KM 1173216.0 | BE3593| BE3589 TYNDALL AFB ATC RADAR DOME APPROX. 0.7 KM 1225435.7 | BE3593| BE3580 RNG TYNDALL AF RADIO PAM APPROX. 8.0 KM 1235757.0 | BE3593| AS0833 EGLIN AFB SITE 40 MICROWAV TWR APPROX.15.3 KM 1292437.8 | BE3593| BE3598 TYNDALL AFB ADC TM 198 RADAR 60.989 METERS 19552 | BE3593| AI3472 TYNDALL RM 1 28.478 METERS 19642 | BE3593| BE3597 TYNDALL AFB SOUTH HF RADAR 106.594 METERS 25209 | BE3593| BE3596 TYNDALL AFB NORTH HF RADAR 140.302 METERS 26637 | BE3593| AI3471 TYNDALL AZ MK 3040907.2 | BE3593| BE3619 TYNDALL AFB CAPEHART HSENG TK APPROX. 4.7 KM 3060141.5 | BE3593| BE3592 AF 64 USE 1959 235.913 METERS 31151 | BE3593| BE3605 TYNDALL AFB CRASH RESCUE S MST APPROX. 2.1 KM 3484713.3 | BE3593| BE3608 TYNDALL AFB CRASH RESCUE N MST APPROX. 2.1 KM 3485152.6 | BE3593|---------------------------------------------------------------------| BE3593 BE3593 SUPERSEDED SURVEY CONTROL BE3593 BE3593 NAD 83(1990)- 30 04 35.21748(N) 085 36 31.08468(W) AD( ) B BE3593 ELLIP H (09/13/90) -19.06 (m) GP( ) 4 1 BE3593 NAD 83(1986)- 30 04 35.22807(N) 085 36 31.09622(W) AD( ) 1 BE3593 NAD 27 - 30 04 34.49940(N) 085 36 31.36220(W) AD( ) 1 BE3593 NAVD 88 (03/07/01) 8.43 (m) 27.7 (f) LEVELING 3 BE3593 NGVD 29 (09/13/90) 8.5 (m) 28. (f) GPS OBS BE3593 BE3593.Superseded values are not recommended for survey control. BE3593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE3593.See file dsdata.txt to determine how the superseded data were derived. BE3593 BE3593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU3409828073(NAD 83) BE3593_MARKER: DS = TRIANGULATION STATION DISK BE3593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE3593_STAMPING: TYNDALL 1959 BE3593_MARK LOGO: CGS BE3593_MAGNETIC: N = NO MAGNETIC MATERIAL BE3593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE3593+STABILITY: SURFACE MOTION BE3593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BE3593+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2005 BE3593 BE3593 HISTORY - Date Condition Report By BE3593 HISTORY - 1959 MONUMENTED CGS BE3593 HISTORY - 1959 GOOD CGS BE3593 HISTORY - 1977 GOOD NGS BE3593 HISTORY - 1985 GOOD USPSQD BE3593 HISTORY - 19880905 GOOD NGS BE3593 HISTORY - 1989 GOOD USPSQD BE3593 HISTORY - 19910626 GOOD USPSQD BE3593 HISTORY - 19910805 GOOD NGS BE3593 HISTORY - 19950710 GOOD BDE BE3593 HISTORY - 19951115 GOOD NGS BE3593 HISTORY - 19960410 GOOD USPSQD BE3593 HISTORY - 19990405 GOOD BDE BE3593 HISTORY - 20000518 GOOD KEISCH BE3593 HISTORY - 20050127 GOOD INDIV BE3593 BE3593 STATION DESCRIPTION BE3593 BE3593'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM) BE3593'THE STATION IS ON THE U.S. MILITARY RESERVATION AT THE TYNDALL BE3593'AIR FORCE BASE, IN THE AREA KNOWN AS WASHINGTON CIRCLE. IT IS BE3593'92 FEET EAST OF A WIRE FENCE, 68 FEET WEST OF THE CENTERLINE BE3593'OF A PAVED ROAD AND EAST OF AND IN LINE WITH A SIDEWALK BE3593'BETWEEN TWO BUILDINGS. THE MONUMENT IS FLUSH AND THE DISK IS BE3593'STAMPED TYNDALL 1959. BE3593' BE3593'TO REACH THE STATION FROM THE MAIN ENTRANCE TO TYNDALL AIR BE3593'FORCE BASE, GO SOUTHERLY ON A PAVED ROAD FOR 0.2 MILE TO A BE3593'CROSSROAD. TURN RIGHT AND GO WESTERLY ON SUWANEE STREET FOR BE3593'0.7 MILE TO A FORK. TAKE THE RIGHT FORK AND GO NORTHERLY ON BE3593'A PAVED ROAD FOR 0.35 MILE TO THE STATION ON THE LEFT AS BE3593'DESCRIBED. BE3593' BE3593'TO REACH THE AZIMUTH MARK AND AF 64 (USE) FROM THE STATION, GO BE3593'NORTHERLY ON THE PAVED ROAD FOR 0.15 MILE TO AF 64 (USE) ON BE3593'THE RIGHT. CONTINUE AHEAD ON THE PAVED ROAD FOR 0.15 MILE TO BE3593'THE AZIMUTH MARK ON THE RIGHT. BE3593' BE3593'REFERENCE MARK 1 IS 1 FOOT EAST OF A WIRE FENCE. THE MONUMENT BE3593'IS FLUSH AND THE DISK IS STAMPED TYNDALL NO 1 1959. BE3593' BE3593'THE AZIMUTH MARK IS 42 FEET EAST OF THE CENTERLINE OF THE BE3593'PAVED ROAD, 38 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BE3593'SMALL CONCRETE BLOCK BUILDING, 2 FEET NORTHEAST OF A WHITE BE3593'WITNESS POST AND 1 FOOT EAST OF A POWER POLE. THE MONUMENT IS BE3593'FLUSH AND THE DISK IS STAMPED TYNDALL 1959. BE3593' BE3593'AF 65 (USE) IS A CORPS OF ENGINEERS SURVEY MARK STAMPED AF 65 BE3593'1958 SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST PROJECTING BE3593'4 INCHES. IT IS 76 FEET EAST OF THE CENTERLINE OF THE PAVED BE3593'ROAD, 2 FEET SOUTH OF THE SOUTHWEST CORNER OF A PARKING LOT AT BE3593'THE SOUTHWEST SIDE OF BUILDING 844 AND 2 FEET NORTH OF A WHITE BE3593'WITNESS POST. A TRAVERSE TIE WAS MADE FROM THIS MARK TO BE3593'TRIANGULATION STATION TYNDALL 1959. BE3593' BE3593'AF 64 (USE) IS A CORPS OF ENGINEERS SURVEY MARK STAMPED AF 64 BE3593'1958 SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST PROJECTING BE3593'10 INCHES. IT IS 102 FEET EAST OF A T-INTERSECTION, 74 FEET BE3593'SOUTHEAST OF A POWER POLE, 16 FEET NORTHWEST OF THE NORTHWEST BE3593'CORNER OF A SMALL FRAME BUILDING AND 2 FEET EAST OF A WHITE BE3593'WITNESS POST. BE3593' BE3593'PP 1 IS AF 65 AT SOUTHWEST CORNER OF PAVED PARKING AREA. BE3593' BE3593'PP 2 IS CENTER OF RADAR DOME. BE3593' BE3593'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. BE3593 BE3593 STATION RECOVERY (1959) BE3593 BE3593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 BE3593'RECOVERED IN GOOD CONDITION. BE3593 BE3593 STATION RECOVERY (1977) BE3593 BE3593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (NER) BE3593'STATION, REFERENCE MARK NO 1, AZIMUTH MARK AND AF 64 (USE) BE3593'WERE RECOVERED AS DESCRIBED BY L.H. WILLIAMS IN 1959. AF 65 BE3593'(USE) PP 1 WAS FOUND DESTROYED. A DIFFERENCE WAS FOUND IN THE BE3593'MEASUREMENT TO REFERENCE MARK NO 1 AND THE DIRECTIONS TO ALL BE3593'MARKS. A COMPLETE DESCRIPTION AS FOLLOWS. BE3593' BE3593'STATION IS LOCATED ON THE WEST SIDE OF TYNDALL AIR FORCE BE3593'BASE. IT IS 104 FEET EAST OF THE NORTHEAST CORNER OF A FENCE BE3593'THAT SURROUNDS THE WETSTONE RADAR SITE, 91 FEET NORTH OF THE BE3593'FENCE THAT SURROUNDS THE RADAR SITE, 57 FEET SOUTH OF THE BE3593'SOUTH EDGE OF BEACON BEACH RD. AND 3 FEET NORTH OF A METAL BE3593'WITNESS POST. A COAST AND GEODETIC SURVEY TRIANGULATION BE3593'STATION DISK, CEMENTED IN THE TOP OF A 12 X 12 INCH CONCRETE BE3593'POST, FLUSH WITH THE SURFACE AND STAMPED TYNDALL 1959. BE3593' BE3593'REFERENCE MARK NO 1 IS 12 INCHES NORTH OF A FENCE THAT BE3593'SURROUNDS THE WETSTONE RADAR SITE. A COAST AND GEODETIC BE3593'REFERENCE MARK DISK, CEMENTED IN THE TOP OF A 12 X 12 INCH BE3593'CONCRETE POST, FLUSH WITH THE SURFACE AND STAMPED TYNDALL NO 1 BE3593'1959. BE3593' BE3593'AZIMUTH MARK IS 38 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BE3593'6 X 6 FOOT CONCRETE BLOCK BUILDING NO 1267, 31 FEET NORTH OF BE3593'THE NORTH EDGE OF BEACON BEACH RD. AND 3 FEET SOUTH OF A METAL BE3593'WITNESS POST. A COAST AND GEODETIC SURVEY AZIMUTH MARK DISK, BE3593'CEMENTED IN THE TOP OF A 12 X 12 INCH CONCRETE POST, FLUSH BE3593'WITH THE SURFACE AND STAMPED TYNDALL 1959. BE3593' BE3593'AF 64 IS 102 FEET NORTH OF THE NORTH EDGE OF BEACON BEACH RD. BE3593'AND 5 FEET SOUTH OF A METAL WITNESS POST. A U.S. ARMY CORPS OF BE3593'ENGINEERS DISK, CEMENTED IN THE TOP OF A 6 X 6 INCH CONCRETE BE3593'POST THAT PROJECTS 6 INCHES AND STAMPED AF 64 1958. BE3593' BE3593'TO REACH FROM THE MAIN GATE ON TYNDALL AIR FORCE BASE, AT THE BE3593'JUNCTION OF U.S. HIGHWAY 98 AND TYNDALL DR. TURN RIGHT BE3593'SOUTHWESTERLY ON TYNDALL DR. FOR 0.25 MILE TO THE JUNCTION OF BE3593'TYNDALL DR. AND SUWANNEE RD., TURN RIGHT WESTERLY ON SUWANNEE BE3593'RD. FOR 0.7 MILE TO A T INTERSECTION OF SUWANNEE RD. AND BE3593'BEACON BEACH RD., TURN RIGHT NORTHWESTERLY ON BEACON BEACH RD. BE3593'FOR 0.35 MILE TO THE WETSTONE RADAR SITE ON THE LEFT AND THE BE3593'STATION AS DESCRIBED. BE3593' BE3593'TO REACH AF 64 AND THE AZIMUTH MARK FROM THE STATION. CONTINUE BE3593'NORTHWESTERLY ON BEACON BEACH RD. FOR 0.1 MILE TO AF BE3593'64 1958 ON THE RIGHT, CONTINUE NORTHWESTERLY ON BEACON BEACH BE3593'RD. FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT. BE3593' BE3593'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN BE3593'ON TYNDALL AIR FORCE BASE. BE3593 BE3593 STATION RECOVERY (1985) BE3593 BE3593'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEP) BE3593'RECOVERED IN GOOD CONDITION. BE3593 BE3593 STATION RECOVERY (1988) BE3593 BE3593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 BE3593'THE STATION IS LOCATED ABOUT 24.94 KM (15.50 MI) NORTHWEST OF MEXICO BE3593'BEACH, 2.41 KM (1.50 MI) SOUTH OF THE SOUTH END OF THE DUPONT BRIDGE BE3593'OVER EAST BAY, ON THE TYNDALL AIR FORCE BASE. OWNERSHIP--U.S. AIR BE3593'FORCE, COLONEL BELL - BASE COMMANDER, PHONE 904-283-3226. BE3593'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 98 AND 231 IN BE3593'PANAMA CITY, GO EAST FOR 18.91 KM (11.75 MI) ON HIGHWAY 98 TO THE MAIN BE3593'ENTRANCE TO TYNDALL AIR FORCE BASE. TURN RIGHT AND GO 0.32 KM BE3593'(0.20 MI) ON ILLINOIS AVENUE TO A TRAFFIC LIGHT. TURN RIGHT AND GO BE3593'1.13 KM (0.70 MI) ON SUWANNEE ROAD TO A ROAD RIGHT. TURN RIGHT AND GO BE3593'0.56 KM (0.35 MI) ON BEACON BEACH ROAD, PASSING THROUGH CHECK GATE, TO BE3593'THE STATION ON LEFT. BE3593'LOCATED 31.24 M (102.5 FT) SOUTHEAST FROM THE NORTHEAST JOG IN A FENCE BE3593'LINE, 27.28 M (89.5 FT) NORTH-NORTHEAST FROM A BROWN WITNESS POST, BE3593'20.42 M (67.0 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF BEACON BE3593'BEACH ROAD AND 2.59 M (8.5 FT) SOUTHWEST FROM AN ASPHALT BIKE PATH. BE3593'DESCRIBED BY R.L. MALLOY. BE3593 BE3593 STATION RECOVERY (1989) BE3593 BE3593'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM) BE3593'RECOVERED IN GOOD CONDITION. BE3593 BE3593 STATION RECOVERY (1991) BE3593 BE3593'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM) BE3593'RECOVERED IN GOOD CONDITION. BE3593 BE3593 STATION RECOVERY (1991) BE3593 BE3593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT) BE3593'THE STATION IS ABOUT 15.5 MI (24.9 KM) NORTHWEST OF MEXICO BEACH, 1.5 BE3593'MI (2.4 KM) SOUTH OF THE DUPONT BRIDGE OVER EAST BAY, ON THE TYNDALL BE3593'AIR FORCE BASE. OWNERSHIP--U.S. AIR FORCE, MAJOR GENERAL BROWN-BASE BE3593'COMMANDER, PHONE 904-283-3226, IN SECTION 2, T 5 S, R 14 W. TO REACH BE3593'THE STATION FROM THE POST OFFICE ON BUSINESS 98 IN PARKER, GO EASTERLY BE3593'ON BUSINESS 98 FOR 0.90 MI (1.45 KM) TO THE JUNCTION OF U.S. HIGHWAY BE3593'98, CONTINUE AHEAD ON U.S. HIGHWAY 98 AND GO SOUTHERLY (CROSSING THE BE3593'DUPONT BRIDGE) FOR 4.90 MI (7.89 KM) TO THE MAIN ENTRANCE GATE TO THE BE3593'TYNDALL AIR FORCE BASE, TURN RIGHT ON ILLINOIS AVENUE AND GO BE3593'SOUTHWESTERLY FOR 0.2 MI (0.3 KM) TO A TRAFFIC LIGHT AT SUWANNEE BE3593'AVENUE, TURN RIGHT ON SUWANNEE AVENUE AND GO WEST FOR 0.75 MI (1.21 BE3593'KM) TO BEACON BEACHES ROAD ON THE RIGHT, TURN RIGHT ON BEACON BEACHES BE3593'ROAD AND GO NORTHWEST FOR 0.35 MI (0.56 KM) TO THE MARK ON THE LEFT, BE3593'SET IN THE TOP OF A CONCRETE MONUMENT, FLUSH WITH THE GROUND. LOCATED BE3593'102.5 FT (31.2 M) SOUTHWEST OF THE NORTHEAST JOG IN THE FENCE LINE, BE3593'89.5 FT (27.3 M) NORTH-NORTHEAST OF A BROWN WITNESS POST, 67.0 FT BE3593'(20.4 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF BEACON BEACHES BE3593'ROAD AND 8.5 FT (2.6 M) SOUTHWEST OF AN ASPHALT BIKE PATH. BE3593 BE3593 STATION RECOVERY (1995) BE3593 BE3593'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1995 (DRJ) BE3593'RECOVERED AS DESCRIBED. BE3593 BE3593 STATION RECOVERY (1995) BE3593 BE3593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS) BE3593'THE STATION IS ABOUT 15.5 MI (24.9 KM) NORTHWEST OF MEXICO BEACH, 1.5 BE3593'MI (2.4 KM) SOUTH OF THE SOUTH END OF THE DUPONT BRIDGE OVER EAST BAY, BE3593'AND ON THE TYNDALL AIR FORCE BASE IN SECTION 2, T 5 S, R 14 W. IT IS BE3593'SET BETWEEN THE RANGE CONTROL FACILITY AND WETSTONE CONTROL BLDG., IN BE3593'FRONT OF THE 81ST RANGE CONTROL SQUARE (BLDG 1279) ON BEACON BEACH BE3593'ROAD. OWNERSHIP -- U.S. AIR FORCE, BASE INFORMATION (904) 283-1113, BE3593'BASE COMMANDER - BRIGADIER GENERAL JOHN CAMPBELL, TELEPHONE (904) BE3593'283-2668. 81ST RANGE CONTROL SQUADRON ORDERLY ROOM TELEPHONE (904) BE3593'283-2923, BRENDA L. STRAW, REALTY OFFICER, PHONE 904-283-4564, 325 BE3593'SG/CERR 119 ALABAMA AVENUE, TYNDALL AFB, FL. THE STATION IS SAID TO BE3593'BE NO LONGER IN A SECURE AREA, BUT ADVANCE NOTICE SOULD BE GIVEN JUST BE3593'IN CASE. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 98 BE3593'AND STATE HIGHWAY 22 IN CALLAWAY, GO SOUTH ON HIGHWAY 98 FOR 3.6 MI BE3593'(5.8 KM) TO THE TOP OF THE DU PONT BRIDGE. CONTINUE SOUTH EASTERLY ON BE3593'HIGHWAY 98 FOR 2.9 MI (4.7 KM) TO THE MAIN ENTRANCE GATE TO TYNDALL BE3593'AIR FORCE BASE ON THE RIGHT. TURN RIGHT AND GO SOUTHWEST FOR 0.1 MI BE3593'(0.2 KM) TO THE MAIN GUARD SHACK. CONTINUE SOUTHWESTERLY ON ILLINOIS BE3593'AVENUE FOR 0.1 MI (0.2 KM) TO A TRAFFIC LIGHT AT SUWANNEE AVENUE. BE3593'TURN RIGHT ON SUWANNEE AVENUE AND GO WESTERLY FOR 0.75 MI (1.21 KM) TO BE3593'BEACON BEACHES ROAD ON THE RIGHT. TURN RIGHT ON BEACON BEACHES ROAD BE3593'AND GO NORTHWEST FOR 0.35 MI (0.56 KM) TO THE STATION ON THE LEFT IN BE3593'FRONT OF BLDG 1279 AND ACROSS THE ROAD FROM THE USAF COMMAND AND BE3593'CONTROL ACADEMY. THE STATION IS 48.0 M (157.5 FT) NORTH-NORTHWEST OF BE3593'FIRE HYDRANT BETWEEN THE WETSTONE CONTROL BLDG AND RADAR DOME, 30.145 BE3593'M (98.901 FT) NORTH-NORTHEAST FROM EDGE OF DRIVE IN FRONT OF RADAR BE3593'BLDG BETWEEN SIDEWALK AND ABOUT ON LINE WITH THE NORTHEAST CORNER OF BE3593'BLDG 1279, 81ST RANGE CONTROL SQUARE, 28.478 M (93.432 FT) BE3593'NORTH-NORTHEAST OF TYNDALL RM 1, 27.432 M (90.000 FT) NORTH-NORTHEAST BE3593'FROM A BROWN WITNESS POST, 20.42 M (66.99 FT) SOUTHWEST FROM THE BE3593'APPROXIMATE CENTER OF BEACON BEACH ROAD, 3.048 M (10.000 FT) SOUTHWEST BE3593'FROM A BOLT AND WASHER SET IN THE NORTH EDGE OF BIKE PATH, AND 1.524 M BE3593'(5.000 FT) SOUTHWEST FROM THE SOUTH EDGE OF THE ASPHALT BIKE PATH. WJR BE3593 BE3593 STATION RECOVERY (1996) BE3593 BE3593'RECOVERY NOTE BY US POWER SQUADRON 1996 BE3593'RECOVERED IN GOOD CONDITION. BE3593 BE3593 STATION RECOVERY (1999) BE3593 BE3593'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1999 BE3593'RECOVERED AS DESCRIBED. BE3593 BE3593 STATION RECOVERY (2000) BE3593 BE3593'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 2000 BE3593'RECOVERED IN GOOD CONDITION. BE3593 BE3593 STATION RECOVERY (2005) BE3593 BE3593'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MCL) BE3593'RERCOVERD AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AI3471 *********************************************************************** AI3471 DESIGNATION - TYNDALL AZ MK AI3471 PID - AI3471 AI3471 STATE/COUNTY- FL/BAY AI3471 USGS QUAD - LONG POINT (1982) AI3471 AI3471 *CURRENT SURVEY CONTROL AI3471 ___________________________________________________________________ AI3471* NAD 83(1986)- 30 04 41. (N) 085 36 42. (W) SCALED AI3471* NAVD 88 - 8.340 (meters) 27.36 (feet) ADJUSTED AI3471 ___________________________________________________________________ AI3471 GEOID HEIGHT- -27.62 (meters) GEOID03 AI3471 DYNAMIC HT - 8.329 (meters) 27.33 (feet) COMP AI3471 MODELED GRAV- 979,311.9 (mgal) NAVD 88 AI3471 AI3471 VERT ORDER - SECOND CLASS I AI3471 AI3471.The horizontal coordinates were scaled from a topographic map and have AI3471.an estimated accuracy of +/- 6 seconds. AI3471 AI3471.The orthometric height was determined by differential leveling AI3471.and adjusted by the National Geodetic Survey in May 2001. AI3471.No vertical observational check was made to the station. AI3471 AI3471.The geoid height was determined by GEOID03. AI3471 AI3471.The dynamic height is computed by dividing the NAVD 88 AI3471.geopotential number by the normal gravity value computed on the AI3471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AI3471.degrees latitude (g = 980.6199 gals.). AI3471 AI3471.The modeled gravity was interpolated from observed gravity values. AI3471 AI3471; North East Units Estimated Accuracy AI3471;SPC FL N - 120,020. 492,830. MT (+/- 180 meters Scaled) AI3471 AI3471 SUPERSEDED SURVEY CONTROL AI3471 AI3471.No superseded survey control is available for this station. AI3471 AI3471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU338282(NAD 83) AI3471_MARKER: DZ = AZIMUTH MARK DISK AI3471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI3471_STAMPING: TYNDALL 1959 AI3471_MARK LOGO: CGS AI3471_MAGNETIC: N = NO MAGNETIC MATERIAL AI3471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI3471+STABILITY: SURFACE MOTION AI3471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI3471+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2005 AI3471 AI3471 HISTORY - Date Condition Report By AI3471 HISTORY - 1959 MONUMENTED CGS AI3471 HISTORY - 1985 GOOD USPSQD AI3471 HISTORY - 19910805 GOOD NGS AI3471 HISTORY - 20050126 GOOD INDIV AI3471 AI3471 STATION DESCRIPTION AI3471 AI3471'DESCRIBED BY US POWER SQUADRON 1985 (JEP) AI3471'RECOVERED IN GOOD CONDITION. AI3471 AI3471 STATION RECOVERY (1991) AI3471 AI3471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT) AI3471'THE STATION IS ABOUT 15.5 MI (24.9 KM) NORTHWEST OF MEXICO BEACH, 1.5 AI3471'MI (2.4 KM) SOUTH OF THE DUPONT BRIDGE OVER EAST BAY, ON THE TYNDALL AI3471'AIR FORCE BASE. OWNERSHIP--U.S. AIR FORCE, MAJOR GENERAL BROWN-BASE AI3471'COMMANDER, PHONE 904-283-3226, IN SECTION 2, T 5 S, R 14 W. TO REACH AI3471'THE STATION FROM THE POST OFFICE ON BUSINESS 98 IN PARKER, GO EASTERLY AI3471'ON BUSINESS 98 FOR 0.90 MI (1.45 KM) TO THE JUNCTION OF U.S. HIGHWAY AI3471'98, CONTINUE AHEAD ON U.S. HIGHWAY 98 AND GO SOUTHERLY (CROSSING THE AI3471'DUPONT BRIDGE) FOR 4.90 MI (7.89 KM) TO THE MAIN ENTRANCE GATE TO THE AI3471'TYNDALL AIR FORCE BASE, TURN RIGHT ON ILLINOIS AVENUE AND GO AI3471'SOUTHWESTERLY FOR 0.20 MI (0.32 KM) TO A TRAFFIC LIGHT AT SUWANNEE AI3471'AVENUE, TURN RIGHT ON SUWANNEE AVENUE AND GO WEST FOR 0.75 MI (1.21 AI3471'KM) TO BEACON BEACHES ROAD ON THE RIGHT, TURN RIGHT ON BEACON BEACHES AI3471'ROAD AND GO NORTHWEST FOR 0.60 MI (0.97 KM) TO THE MARK ON THE RIGHT, AI3471'SET IN THE TOP OF A CONCRETE MONUMENT, PROJECTING 0.3 FT (9.1 CM) AI3471'ABOVE THE LEVEL OF THE GROUND. LOCATED 98.5 FT (30.0 M) NORTH AND AI3471'ACROSS THE ROAD OF THE NORTHWEST CORNER OF BUILDING NUMBER 1250, 41.6 AI3471'FT (12.7 M) NORTHEAST OF THE CENTERLINE OF BEACON BEACHES ROAD AND AI3471'30.3 FT (9.2 M) WEST-NORTHWEST OF A BROWN TELEPHONE BOX. AI3471 AI3471 STATION RECOVERY (2005) AI3471 AI3471'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MCL) AI3471'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AI3472 *********************************************************************** AI3472 DESIGNATION - TYNDALL RM 1 AI3472 PID - AI3472 AI3472 STATE/COUNTY- FL/BAY AI3472 USGS QUAD - LONG POINT (1982) AI3472 AI3472 *CURRENT SURVEY CONTROL AI3472 ___________________________________________________________________ AI3472* NAD 83(1986)- 30 04 35. (N) 085 36 32. (W) SCALED AI3472* NAVD 88 - 8.507 (meters) 27.91 (feet) ADJUSTED AI3472 ___________________________________________________________________ AI3472 GEOID HEIGHT- -27.62 (meters) GEOID03 AI3472 DYNAMIC HT - 8.496 (meters) 27.87 (feet) COMP AI3472 MODELED GRAV- 979,311.8 (mgal) NAVD 88 AI3472 AI3472 VERT ORDER - SECOND CLASS I AI3472 AI3472.The horizontal coordinates were scaled from a topographic map and have AI3472.an estimated accuracy of +/- 6 seconds. AI3472 AI3472.The orthometric height was determined by differential leveling AI3472.and adjusted by the National Geodetic Survey in May 2001. AI3472.No vertical observational check was made to the station. AI3472 AI3472.The geoid height was determined by GEOID03. AI3472 AI3472.The dynamic height is computed by dividing the NAVD 88 AI3472.geopotential number by the normal gravity value computed on the AI3472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AI3472.degrees latitude (g = 980.6199 gals.). AI3472 AI3472.The modeled gravity was interpolated from observed gravity values. AI3472 AI3472; North East Units Estimated Accuracy AI3472;SPC FL N - 119,840. 493,100. MT (+/- 180 meters Scaled) AI3472 AI3472 SUPERSEDED SURVEY CONTROL AI3472 AI3472.No superseded survey control is available for this station. AI3472 AI3472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU340280(NAD 83) AI3472_MARKER: DR = REFERENCE MARK DISK AI3472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI3472_STAMPING: TYNDALL NO 1 1959 AI3472_MARK LOGO: CGS AI3472_MAGNETIC: N = NO MAGNETIC MATERIAL AI3472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI3472+STABILITY: SURFACE MOTION AI3472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI3472+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2005 AI3472 AI3472 HISTORY - Date Condition Report By AI3472 HISTORY - 1959 MONUMENTED CGS AI3472 HISTORY - 1985 GOOD USPSQD AI3472 HISTORY - 1989 GOOD USPSQD AI3472 HISTORY - 19910805 GOOD NGS AI3472 HISTORY - 20050126 GOOD INDIV AI3472 AI3472 STATION DESCRIPTION AI3472 AI3472'DESCRIBED BY US POWER SQUADRON 1985 (JEP) AI3472'RECOVERED IN GOOD CONDITION. AI3472 AI3472 STATION RECOVERY (1989) AI3472 AI3472'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM) AI3472'RECOVERED IN GOOD CONDITION. AI3472 AI3472 STATION RECOVERY (1991) AI3472 AI3472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT) AI3472'THE STATION IS ABOUT 15.5 MI (24.9 KM) NORTHWEST OF MEXICO BEACH, 1.5 AI3472'MI (2.4 KM) SOUTH OF THE DUPONT BRIDGE OVER EAST BAY, ON THE TYNDALL AI3472'AIR FORCE BASE. OWNERSHIP--U.S. AIR FORCE, MAJOR GENERAL BROWN-BASE AI3472'COMMANDER, PHONE 904-283-3226, IN SECTION 2, T 5 S, R 14 W. TO REACH AI3472'THE STATION FROM THE POST OFFICE ON BUSINESS 98 IN PARKER, GO EASTERLY AI3472'ON BUSINESS 98 FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF U.S. HIGHWAY 98, AI3472'CONTINUE AHEAD ON U.S. HIGHWAY 98 AND GO SOUTHERLY (CROSSING THE AI3472'DUPONT BRIDGE) FOR 4.90 MI (7.89 KM) TO THE MAIN ENTRANCE GATE TO THE AI3472'TYNDALL AIR FORCE BASE, TURN RIGHT ON ILLINOIS AVENUE AND GO AI3472'SOUTHWESTERLY FOR 0.2 MI (0.3 KM) TO A TRAFFIC LIGHT AT SUWANNEE AI3472'AVENUE, TURN RIGHT ON SUWANNEE AVENUE AND GO WEST FOR 0.75 MI (1.21 AI3472'KM) TO BEACON BEACHES ROAD ON THE RIGHT, TURN RIGHT ON BEACON BEACHES AI3472'ROAD AND GO NORTHWEST FOR 0.35 MI (0.56 KM) TO THE MARK ON THE LEFT, AI3472'SET IN THE TOP OF A CONCRETE MONUMENT, FLUSH WITH THE GROUND. LOCATED AI3472'167.8 FT (51.1 M) SOUTHWEST OF THE CENTERLINE OF BEACON BEACHES ROAD, AI3472'95.5 FT (29.1 M) SOUTHWEST OF THE SOUTHWEST EDGE OF AN ASPHALT BIKE AI3472'PATH, 93.5 FT (28.5 M) SOUTHWEST OF STATION TYNDALL 1959, 26.0 FT (7.9 AI3472'M) SOUTH-SOUTHEAST OF A BROWN WITNESS POST AND 1.5 FT (0.5 M) AI3472'NORTHEAST OF A CHAIN LINK FENCE. AI3472 AI3472 STATION RECOVERY (2005) AI3472 AI3472'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MCL) AI3472'RECOVERED IN GOOD CONDITION.