1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG4860 *********************************************************************** BG4860 DESIGNATION - 60 80 A 18 2 BG4860 PID - BG4860 BG4860 STATE/COUNTY- FL/WALTON BG4860 USGS QUAD - GRAYTON BEACH (1976) BG4860 BG4860 *CURRENT SURVEY CONTROL BG4860 ___________________________________________________________________ BG4860* NAD 83(1986)- 30 19 43. (N) 086 10 08. (W) SCALED BG4860* NAVD 88 - 9.50 (meters) 31.2 (feet) RESET BG4860 ___________________________________________________________________ BG4860 GEOID HEIGHT- -27.29 (meters) GEOID99 BG4860 BG4860 VERT ORDER - THIRD BG4860 BG4860.The horizontal coordinates were scaled from a topographic map and have BG4860.an estimated accuracy of +/- 6 seconds. BG4860 BG4860.The orthometric height was computed from unverified reset data. BG4860.No vertical observational check was made to the station. BG4860 BG4860.The geoid height was determined by GEOID99. BG4860 BG4860; North East Units Estimated Accuracy BG4860;SPC FL N - 148,450. 439,520. MT (+/- 180 meters Scaled) BG4860 BG4860 SUPERSEDED SURVEY CONTROL BG4860 BG4860.No superseded survey control is available for this station. BG4860 BG4860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU798554(NAD 83) BG4860_MARKER: DD = SURVEY DISK BG4860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG4860_STAMPING: 60 80 A18-2 BG4860_MARK LOGO: FLDT BG4860_PROJECTION: RECESSED 7 CENTIMETERS BG4860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG4860+STABILITY: SURFACE MOTION BG4860 BG4860 HISTORY - Date Condition Report By BG4860 HISTORY - 1980 MONUMENTED FLDT BG4860 HISTORY - 20030216 MARK NOT FOUND USPSQD BG4860 BG4860 STATION DESCRIPTION BG4860 BG4860'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1980 BG4860'5.6 KM (3.50 MI) WEST FROM SEAGROVE BEACH. BG4860'FROM THE INTERSECTION OF STATE ROAD 395 AND STATE ROAD 30A, IN THE BG4860'SMALL VILLAGE OF SEAGROVE BEACH, GO WEST NORTHWEST ON STATE ROAD 30A BG4860'FOR 2.9 MILES TO STATE ROAD 283, GO SOUTH ON STATE ROAD 283 FOR 0.6 BG4860'MILE TO GRAYTON BEACH WHERE THE ROAD TURNS SOUTHEAST, CONTINUE SOUTH BG4860'FOR ABOUT 250 FEET TO THE BEACH AND THE MARK ON TOP OF A SAND DUNE, BG4860'116 FEET WEST OF THE SOUTHWEST CORNER OF THE SCREENED PORCH OF A WOOD BG4860'FRAME HOUSE AND 17 FEET NORTH OF THE SOUTH TOP EDGE OF THE SAND DUNE. BG4860'THE MARK IS 1.5 METERS S FROM A WITNESS POST BG4860 BG4860 STATION RECOVERY (2003) BG4860 BG4860'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA) BG4860'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG4861 *********************************************************************** BG4861 DESIGNATION - 60 80 A 18 2 RM 1 BG4861 PID - BG4861 BG4861 STATE/COUNTY- FL/WALTON BG4861 USGS QUAD - GRAYTON BEACH (1976) BG4861 BG4861 *CURRENT SURVEY CONTROL BG4861 ___________________________________________________________________ BG4861* NAD 83(1986)- 30 19 43. (N) 086 10 08. (W) SCALED BG4861* NAVD 88 - 9.74 (meters) 32.0 (feet) RESET BG4861 ___________________________________________________________________ BG4861 GEOID HEIGHT- -27.29 (meters) GEOID99 BG4861 BG4861 VERT ORDER - THIRD BG4861 BG4861.The horizontal coordinates were scaled from a topographic map and have BG4861.an estimated accuracy of +/- 6 seconds. BG4861 BG4861.The orthometric height was computed from unverified reset data. BG4861.No vertical observational check was made to the station. BG4861 BG4861.The geoid height was determined by GEOID99. BG4861 BG4861; North East Units Estimated Accuracy BG4861;SPC FL N - 148,450. 439,520. MT (+/- 180 meters Scaled) BG4861 BG4861 SUPERSEDED SURVEY CONTROL BG4861 BG4861.No superseded survey control is available for this station. BG4861 BG4861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU798554(NAD 83) BG4861_MARKER: DD = SURVEY DISK BG4861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG4861_STAMPING: 60 80 A18-2 RM 1 BG4861_MARK LOGO: FLDT BG4861_PROJECTION: FLUSH BG4861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG4861+STABILITY: SURFACE MOTION BG4861 BG4861 HISTORY - Date Condition Report By BG4861 HISTORY - 1980 MONUMENTED FLDT BG4861 HISTORY - 20030216 MARK NOT FOUND USPSQD BG4861 BG4861 STATION DESCRIPTION BG4861 BG4861'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1980 BG4861'5.6 KM (3.50 MI) WEST FROM SEAGROVE BEACH. BG4861'FROM THE INTERSECTION OF STATE ROAD 395 AND STATE ROAD 30A, IN THE BG4861'SMALL VILLAGE OF SEAGROVE BEACH, GO WEST NORTHWEST ON STATE ROAD 30A BG4861'FOR 2.9 MILES TO STATE ROAD 283, GO SOUTH ON STATE ROAD 283 FOR 0.6 BG4861'MILE TO GRAYTON BEACH WHERE THE ROAD TURNS SOUTHEAST, CONTINUE SOUTH BG4861'FOR ABOUT 250 FEET TO THE BEACH AND THE MARK ON TOP OF A SAND DUNE, BG4861'100 FEET WEST OF THE SOUTHWEST CORNER OF THE SCREENED PORCH OF A WOOD BG4861'FRAME HOUSE AND 49 FEET NORTH OF THE EDGE OF THE DUNE. BG4861'THE MARK IS 0.3 METERS S FROM A WITNESS POST BG4861 BG4861 STATION RECOVERY (2003) BG4861 BG4861'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA) BG4861'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG4862 *********************************************************************** BG4862 DESIGNATION - 60 80 A 18 2 RM 2 BG4862 PID - BG4862 BG4862 STATE/COUNTY- FL/WALTON BG4862 USGS QUAD - GRAYTON BEACH (1976) BG4862 BG4862 *CURRENT SURVEY CONTROL BG4862 ___________________________________________________________________ BG4862* NAD 83(1986)- 30 19 43. (N) 086 10 08. (W) SCALED BG4862* NAVD 88 - 9.02 (meters) 29.6 (feet) RESET BG4862 ___________________________________________________________________ BG4862 GEOID HEIGHT- -27.29 (meters) GEOID99 BG4862 BG4862 VERT ORDER - THIRD BG4862 BG4862.The horizontal coordinates were scaled from a topographic map and have BG4862.an estimated accuracy of +/- 6 seconds. BG4862 BG4862.The orthometric height was computed from unverified reset data. BG4862.No vertical observational check was made to the station. BG4862 BG4862.The geoid height was determined by GEOID99. BG4862 BG4862; North East Units Estimated Accuracy BG4862;SPC FL N - 148,450. 439,520. MT (+/- 180 meters Scaled) BG4862 BG4862 SUPERSEDED SURVEY CONTROL BG4862 BG4862.No superseded survey control is available for this station. BG4862 BG4862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU798554(NAD 83) BG4862_MARKER: DD = SURVEY DISK BG4862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG4862_STAMPING: 60 80 A18-2 RM 2 BG4862_MARK LOGO: FLDT BG4862_PROJECTION: RECESSED 25 CENTIMETERS BG4862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG4862+STABILITY: SURFACE MOTION BG4862 BG4862 HISTORY - Date Condition Report By BG4862 HISTORY - 1980 MONUMENTED FLDT BG4862 HISTORY - 20030216 MARK NOT FOUND USPSQD BG4862 BG4862 STATION DESCRIPTION BG4862 BG4862'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1980 BG4862'5.6 KM (3.50 MI) WEST FROM SEAGROVE BEACH. BG4862'FROM THE INTERSECTION OF STATE ROAD 395 AND STATE ROAD 30A, IN THE BG4862'SMALL VILLAGE OF SEAGROVE BEACH, GO WEST NORTHWEST ON STATE ROAD 30A BG4862'FOR 2.9 MILES TO STATE ROAD 283, GO SOUTH ON STATE ROAD 283 FOR 0.6 BG4862'MILE TO GRAYTON BEACH WHERE THE ROAD TURNS SOUTHEAST, CONTINUE SOUTH BG4862'FOR ABOUT 250 FEET TO THE BEACH AND THE MARK ON TOP OF A SAND DUNE, BG4862'20 FEET EAST OF THE WEST EDGE OF THE DUNE AND 7 FEET NORTH OF THE BG4862'SOUTH EDGE OF THE DUNE. BG4862'THE MARK IS 0.3 METERS S FROM A WITNESS POST BG4862 BG4862 STATION RECOVERY (2003) BG4862 BG4862'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA) BG4862'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG4865 *********************************************************************** BG4865 DESIGNATION - 60 80 A 26 2 BG4865 PID - BG4865 BG4865 STATE/COUNTY- FL/WALTON BG4865 USGS QUAD - POINT WASHINGTON (1992) BG4865 BG4865 *CURRENT SURVEY CONTROL BG4865 ___________________________________________________________________ BG4865* NAD 83(1986)- 30 18 03. (N) 086 04 50. (W) SCALED BG4865* NAVD 88 - 10.05 (meters) 33.0 (feet) RESET BG4865 ___________________________________________________________________ BG4865 GEOID HEIGHT- -27.36 (meters) GEOID99 BG4865 BG4865 VERT ORDER - THIRD BG4865 BG4865.The horizontal coordinates were scaled from a topographic map and have BG4865.an estimated accuracy of +/- 6 seconds. BG4865 BG4865.The orthometric height was computed from unverified reset data. BG4865.No vertical observational check was made to the station. BG4865 BG4865.The geoid height was determined by GEOID99. BG4865 BG4865; North East Units Estimated Accuracy BG4865;SPC FL N - 145,250. 447,970. MT (+/- 180 meters Scaled) BG4865 BG4865 SUPERSEDED SURVEY CONTROL BG4865 BG4865.No superseded survey control is available for this station. BG4865 BG4865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU884524(NAD 83) BG4865_MARKER: DD = SURVEY DISK BG4865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG4865_STAMPING: 60 80 A26-2 BG4865_MARK LOGO: FLDT BG4865_PROJECTION: RECESSED 15 CENTIMETERS BG4865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG4865+STABILITY: SURFACE MOTION BG4865 BG4865 HISTORY - Date Condition Report By BG4865 HISTORY - 1980 MONUMENTED FLDT BG4865 BG4865 STATION DESCRIPTION BG4865 BG4865'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1980 BG4865'5.8 KM (3.60 MI) SE FROM SEAGROVE BEACH. BG4865'FROM THE INTERSECTION OF STATE ROAD 395 AND STATE ROAD 30A, IN THE BG4865'SMALL VILLAGE OF SEAGROVE BEACH, GO EASTERLY ON STATE ROAD 30A FOR BG4865'1.6 MILES TO A Y INTERSECTION, TAKE THE RIGHT FORK AND GO SOUTHEAST BG4865'ON THE PAVED ROAD FOR 0.5 MILE TO THE BEACH, CONTINUE SOUTHEAST ALONG BG4865'THE BEACH FOR 1.5 MILES AND THE MARK ON TOP OF A SAND DUNE, 13 FEET BG4865'NORTH OF THE SOUTH EDGE OF THE DUNE, AND 10 FEET SOUTH OF THE NORTH BG4865'EDGE OF THE DUNE. BG4865'THE MARK IS 1.8 METERS S FROM A WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG4866 *********************************************************************** BG4866 DESIGNATION - 60 80 A 26 2 RM 1 BG4866 PID - BG4866 BG4866 STATE/COUNTY- FL/WALTON BG4866 USGS QUAD - POINT WASHINGTON (1992) BG4866 BG4866 *CURRENT SURVEY CONTROL BG4866 ___________________________________________________________________ BG4866* NAD 83(1986)- 30 18 03. (N) 086 04 50. (W) SCALED BG4866* NAVD 88 - 9.79 (meters) 32.1 (feet) RESET BG4866 ___________________________________________________________________ BG4866 GEOID HEIGHT- -27.36 (meters) GEOID99 BG4866 BG4866 VERT ORDER - THIRD BG4866 BG4866.The horizontal coordinates were scaled from a topographic map and have BG4866.an estimated accuracy of +/- 6 seconds. BG4866 BG4866.The orthometric height was computed from unverified reset data. BG4866.No vertical observational check was made to the station. BG4866 BG4866.The geoid height was determined by GEOID99. BG4866 BG4866; North East Units Estimated Accuracy BG4866;SPC FL N - 145,250. 447,970. MT (+/- 180 meters Scaled) BG4866 BG4866 SUPERSEDED SURVEY CONTROL BG4866 BG4866.No superseded survey control is available for this station. BG4866 BG4866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU884524(NAD 83) BG4866_MARKER: DD = SURVEY DISK BG4866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG4866_STAMPING: 60 80 A26-2 RM 1 BG4866_MARK LOGO: FLDT BG4866_PROJECTION: RECESSED 5 CENTIMETERS BG4866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG4866+STABILITY: SURFACE MOTION BG4866 BG4866 HISTORY - Date Condition Report By BG4866 HISTORY - 1980 MONUMENTED FLDT BG4866 BG4866 STATION DESCRIPTION BG4866 BG4866'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1980 BG4866'5.8 KM (3.60 MI) SE FROM SEAGROVE BEACH. BG4866'FROM THE INTERSECTION OF STATE ROAD 395 AND STATE ROAD 30A, IN THE BG4866'SMALL VILLAGE OF SEAGROVE BEACH, GO EASTERLY ON STATE ROAD 30A FOR BG4866'1.6 MILES TO A Y INTERSECTION, TAKE THE RIGHT FORK AND GO SOUTHEAST BG4866'ON THE PAVED ROAD FOR 0.5 MILE TO THE BEACH, CONTINUE SOUTHEAST ALONG BG4866'THE BEACH FOR 1.5 MILES AND THE MARK ON TOP OF A SAND DUNE, 30 FEET BG4866'WEST OF THE HIGHEST POINT OF THE EAST EDGE OF THE DUNE AND 6 FEET BG4866'SOUTH OF THE NORTH EDGE OF THE DUNE. BG4866'THE MARK IS 0.3 METERS N FROM A WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG4863 *********************************************************************** BG4863 DESIGNATION - 60 80 A 27 2 BG4863 PID - BG4863 BG4863 STATE/COUNTY- FL/WALTON BG4863 USGS QUAD - POINT WASHINGTON (1992) BG4863 BG4863 *CURRENT SURVEY CONTROL BG4863 ___________________________________________________________________ BG4863* NAD 83(1986)- 30 17 42. (N) 086 03 51. (W) SCALED BG4863* NAVD 88 - 10.36 (meters) 34.0 (feet) RESET BG4863 ___________________________________________________________________ BG4863 GEOID HEIGHT- -27.38 (meters) GEOID99 BG4863 BG4863 VERT ORDER - THIRD BG4863 BG4863.The horizontal coordinates were scaled from a topographic map and have BG4863.an estimated accuracy of +/- 6 seconds. BG4863 BG4863.The orthometric height was computed from unverified reset data. BG4863.No vertical observational check was made to the station. BG4863 BG4863.The geoid height was determined by GEOID99. BG4863 BG4863; North East Units Estimated Accuracy BG4863;SPC FL N - 144,580. 449,540. MT (+/- 180 meters Scaled) BG4863 BG4863 SUPERSEDED SURVEY CONTROL BG4863 BG4863.No superseded survey control is available for this station. BG4863 BG4863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU899518(NAD 83) BG4863_MARKER: DD = SURVEY DISK BG4863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG4863_STAMPING: 60 80 A27-2 BG4863_MARK LOGO: FLDT BG4863_PROJECTION: RECESSED 15 CENTIMETERS BG4863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG4863+STABILITY: SURFACE MOTION BG4863 BG4863 HISTORY - Date Condition Report By BG4863 HISTORY - 1980 MONUMENTED FLDT BG4863 BG4863 STATION DESCRIPTION BG4863 BG4863'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1980 BG4863'7.4 KM (4.60 MI) SE FROM SEAGROVE BEACH. BG4863'FROM THE INTERSECTION OF STATE ROAD 395 AND STATE ROAD 30A, IN THE BG4863'SMALL VILLAGE OF SEAGROVE BEACH, GO EASTERLY ON STATE ROAD 30A FOR BG4863'1.6 MILES TO A Y INTERSECTION, TAKE THE RIGHT FORK AND GO SOUTHEAST BG4863'ON THE PAVED ROAD FOR 0.5 MILE TO THE BEACH, CONTINUE SOUTHEAST ALONG BG4863'THE BEACH FOR ABOUT 2.5 MILES AND THE MARK, ABOUT 300 FEET SOUTH OF A BG4863'STREAM OUTLET FROM A LAKE, 48 FEET NORTHWEST OF THE SOUTH EDGE OF A BG4863'SAND DUNE AND 15 FEET WEST OF THE SAND DUNE GRASSLINE. BG4863'THE MARK IS 1.22 METERS SE FROM A WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG4864 *********************************************************************** BG4864 DESIGNATION - 60 80 A 27 2 RM 2 BG4864 PID - BG4864 BG4864 STATE/COUNTY- FL/WALTON BG4864 USGS QUAD - POINT WASHINGTON (1992) BG4864 BG4864 *CURRENT SURVEY CONTROL BG4864 ___________________________________________________________________ BG4864* NAD 83(1986)- 30 17 42. (N) 086 03 51. (W) SCALED BG4864* NAVD 88 - 9.23 (meters) 30.3 (feet) RESET BG4864 ___________________________________________________________________ BG4864 GEOID HEIGHT- -27.38 (meters) GEOID99 BG4864 BG4864 VERT ORDER - THIRD BG4864 BG4864.The horizontal coordinates were scaled from a topographic map and have BG4864.an estimated accuracy of +/- 6 seconds. BG4864 BG4864.The orthometric height was computed from unverified reset data. BG4864.No vertical observational check was made to the station. BG4864 BG4864.The geoid height was determined by GEOID99. BG4864 BG4864; North East Units Estimated Accuracy BG4864;SPC FL N - 144,580. 449,540. MT (+/- 180 meters Scaled) BG4864 BG4864 SUPERSEDED SURVEY CONTROL BG4864 BG4864.No superseded survey control is available for this station. BG4864 BG4864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU899518(NAD 83) BG4864_MARKER: DD = SURVEY DISK BG4864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG4864_STAMPING: 60 80 A27-2 RM 2 BG4864_MARK LOGO: FLDT BG4864_PROJECTION: RECESSED 10 CENTIMETERS BG4864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG4864+STABILITY: SURFACE MOTION BG4864 BG4864 HISTORY - Date Condition Report By BG4864 HISTORY - 1980 MONUMENTED FLDT BG4864 BG4864 STATION DESCRIPTION BG4864 BG4864'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1980 BG4864'7.4 KM (4.60 MI) SE FROM SEAGROVE BEACH. BG4864'FROM THE INTERSECTION OF STATE ROAD 395 AND STATE ROAD 30A, IN THE BG4864'SMALL VILLAGE OF SEAGROVE BEACH, GO EASTERLY ON STATE ROAD 30A FOR BG4864'1.6 MILES TO A Y INTERSECTION, TAKE THE RIGHT FORK AND GO SOUTHEAST BG4864'ON THE PAVED ROAD FOR 0.5 MILE TO THE BEACH, CONTINUE SOUTHEAST ALONG BG4864'THE BEACH FOR ABOUT 2.5 MILES AND THE MARK, ABOUT 300 FEET SOUTH OF A BG4864'STREAM OUTLET FROM A LAKE, AND 43 FEET EAST OF THE EDGE OF THE SAND BG4864'DUNE. BG4864'THE MARK IS 3.0 METERS S FROM A WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG1426 *********************************************************************** BG1426 DESIGNATION - ARGYLE RESET BG1426 PID - BG1426 BG1426 STATE/COUNTY- FL/WALTON BG1426 USGS QUAD - DE FUNIAK SPRINGS EAST (1987) BG1426 BG1426 *CURRENT SURVEY CONTROL BG1426 ___________________________________________________________________ BG1426* NAD 83(1990)- 30 43 38.68126(N) 086 03 24.15951(W) ADJUSTED BG1426* NAVD 88 - 78.01 (meters) 255.9 (feet) RESET BG1426 ___________________________________________________________________ BG1426 LAPLACE CORR- -1.04 (seconds) DEFLEC99 BG1426 GEOID HEIGHT- -27.44 (meters) GEOID99 BG1426 BG1426 HORZ ORDER - SECOND BG1426 VERT ORDER - THIRD BG1426 BG1426.The horizontal coordinates were established by classical geodetic methods BG1426.and adjusted by the National Geodetic Survey in May 1991. BG1426 BG1426.The orthometric height was computed from unverified reset data. BG1426 BG1426.The Laplace correction was computed from DEFLEC99 derived deflections. BG1426 BG1426.The geoid height was determined by GEOID99. BG1426 BG1426; North East Units Scale Converg. BG1426;SPC FL N - 192,501.687 450,911.462 MT 0.99999608 -0 46 56.2 BG1426;UTM 16 - 3,399,772.781 590,309.189 MT 0.99970061 +0 28 55.2 BG1426 BG1426: Primary Azimuth Mark Grid Az BG1426:SPC FL N - ARGYLE AZ MK 137 29 53.6 BG1426:UTM 16 - ARGYLE AZ MK 136 14 02.2 BG1426 BG1426|---------------------------------------------------------------------| BG1426| PID Reference Object Distance Geod. Az | BG1426| dddmmss.s | BG1426| BG1430 ARGYLE AZ MK 1364257.4 | BG1426| BG1427 ARGYLE RM 1 24.768 METERS 16910 | BG1426| BG1429 ARGYLE RM 3 25.923 METERS 32434 | BG1426| BG1428 ARGYLE RM 2 25.878 METERS 32459 | BG1426|---------------------------------------------------------------------| BG1426 BG1426 SUPERSEDED SURVEY CONTROL BG1426 BG1426 NAD 83(1986)- 30 43 38.69306(N) 086 03 24.16437(W) AD( ) 2 BG1426 NAD 27 - 30 43 38.01300(N) 086 03 24.38800(W) AD( ) 2 BG1426 NGVD 29 - 78.11 (m) 256.3 (f) RESET 3 BG1426 BG1426.Superseded values are not recommended for survey control. BG1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG1426.See file dsdata.txt to determine how the superseded data were derived. BG1426 BG1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9030999773(NAD 83) BG1426_MARKER: DS = TRIANGULATION STATION DISK BG1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG1426_STAMPING: ARGYLE 1953 1969 BG1426_MARK LOGO: CGS BG1426_PROJECTION: RECESSED 15 CENTIMETERS BG1426_MAGNETIC: O = OTHER; SEE DESCRIPTION BG1426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY BG1426 BG1426 HISTORY - Date Condition Report By BG1426 HISTORY - 1969 MONUMENTED CGS BG1426 HISTORY - 1969 GOOD CGS BG1426 HISTORY - 19830615 GOOD NGS BG1426 HISTORY - 19910430 GOOD USPSQD BG1426 HISTORY - 19980226 MARK NOT FOUND USPSQD BG1426 BG1426 STATION DESCRIPTION BG1426 BG1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS) BG1426'STATION MARK WAS FOUND WITH THE DISK BROKEN FROM THE MONUMENT, BG1426'BUT WITH THE STEM OF THE DISK STILL REMAINING IN GOOD BG1426'CONDITION. THE CENTER OF THE STEM OF THE DISK WAS PLUMBED AND A BG1426'NEW DISK WAS THEN CEMENTED IN ITS ORIGINAL POSITION. REFERENCE BG1426'MARK NO. 2 WAS FOUND DESTROYED, SO REFERENCE MARK NO. 3 WAS BG1426'SET. REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD BG1426'CONDITION. AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION BUT BG1426'IS NO LONGER VISIBLE FROM THE STATION, DUE TO OBSTRUCTION FROM BG1426'TREES AND A HOUSE WHICH WAS BUILT ON LINE. BG1426' BG1426'THE 1953 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS. BG1426' BG1426'STATION MARK DISK IS STAMPED ARGYLE 1953 1969 AND IS 45 FEET BG1426'EAST OF THE CENTERLINE OF A CURVE IN THE DRIVEWAY, 70-1/2 FEET BG1426'SOUTH OF A FENCE CORNER AND 1 FOOT SOUTH OF A METAL WITNESS BG1426'POST. THE MARK IS ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND. BG1426' BG1426'REFERENCE MARK NO. 1 IS 115 FEET NORTHEAST OF THE CENTERLINE OF BG1426'AN INTERSECTION OF TWO DRIVEWAYS AND 17 FEET EAST OF THE CENTERLINE BG1426'OF A SAND DRIVEWAY. THE MARK PROJECTS 3 INCHES. BG1426' BG1426'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A BG1426'SQUARE CONCRETE POST AND STAMPED ARGYLE 1953 NO 3 1969 IS 75 BG1426'FEET NORTH OF THE CENTERLINE OF DRIVEWAY TO MAINTENANCE GARAGE, BG1426'62-1/2 FEET WEST OF A FENCE CORNER AND 1 FOOT SOUTH OF AN OLD BG1426'FENCE. THE MARK PROJECTS 6 INCHES. BG1426' BG1426'AZIMUTH MARK IS 87 FEET WEST OF A SAND ROAD, 55 FEET SOUTH OF BG1426'THE CENTERLINE OF U.S. HIGHWAY 90, 24-1/2 FEET NORTH OF THE BG1426'NORTH RAIL OF RAILROAD TRACKS AND 1 FOOT WEST OF A METAL WITNESS BG1426'POST. THE MARK PROJECTS 3 INCHES. BG1426' BG1426'STATION MAY ALSO BE REACHED FROM THE POST OFFICE IN THE VILLAGE BG1426'OF ARGYLE BY GOING WEST ON STATE HIGHWAY 183 FOR 0.4 MILE BG1426'TO THE JUNCTION OF U.S. HIGHWAY 90. CONTINUE WESTERLY ON BG1426'U.S. 90 FOR 0.4 MILE TO THE AZIMUTH MARK ON LEFT (SOUTH) SIDE BG1426'OF HIGHWAY. CONTINUE WESTERLY ON U.S. 90 FOR 0.35 MILE TO BG1426'DRIVEWAY TO FOREST SERVICE FIRE TOWER ON RIGHT. TURN RIGHT AND BG1426'GO NORTH ON DRIVEWAY FOR 0.15 MILE TO STATION AS DESCRIBED. BG1426' BG1426'NOTE--DUE TO TREES SURROUNDING THE STATION SITE, THERE ARE NO BG1426'OBJECTS VISIBLE TO SET A NEW AZIMUTH MARK AND IT WILL REQUIRE BG1426'CONSIDERABLE CLEARING. BG1426' BG1426'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN BG1426'1.35 MI. WEST OF ARGYLE. BG1426 BG1426 STATION RECOVERY (1969) BG1426 BG1426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 BG1426'1.4 MI W FROM ARGYLE. BG1426'0.4 MILE WEST ALONG STATE HIGHWAY 183 FROM THE POST OFFICE IN BG1426'ARGYLE TO THE JUNCTION OF U.S. HIGHWAY 90, THENCE WEST ALONG BG1426'U.S. 90 FOR 0.75 MILE TO DRIVEWAY AT STATE FOREST SERVICE FIRE BG1426'TOWER, THENCE NORTH ALONG DRIVEWAY FOR 0.15 MILE, 45 FEET EAST BG1426'OF THE CENTERLINE OF CURVE IN DRIVEWAY, 70 1/2 FEET SOUTH OF BG1426'FENCE CORNER AND 1 FOOT SOUTH OF A METAL WITNESS POST. ABOUT BG1426'3 INCHES BELOW THE SURFACE OF THE GROUND. BG1426 BG1426 STATION RECOVERY (1983) BG1426 BG1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN) BG1426'THE STATION MARK, REFERENCE MARK 3 AND AZIMUTH MARK WERE RECOVERED AND BG1426'FOUND IN GOOD CONDITION. REFERENCE MARK 1 WAS FOUND DESTROYED. BG1426'REFERENCE MARK 4 WAS ESTABLISHED AT THIS TIME. AZIMUTH MARK IS NOT BG1426'VISIBLE DUE TO TREES AND BRUSH. DUE TO CHANGES, A COMPLETE NEW BG1426'DESCRIPTION FOLLOWS. THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) BG1426'EAST OF DE FUNIAK SPRINGS, 1.6 KM (1.00 MI) WEST OF ARGYLE AND AT THE BG1426'STATE FOREST SERVICE FIRE TOWER. TO REACH THE STATION FROM THE POST BG1426'OFFICE IN ARGYLE, GO WEST ALONG STATE HIGHWAY 183 FOR 0.64 KM (0.40 BG1426'MI) TO THE JUNCTION OF US HIGHWAY 90 FOR 1.2 KM (0.75 MI) TO DRIVEWAY BG1426'ON RIGHT TO STATE FOREST SERVICE FIRE TOWER. TURN RIGHT AND GO NORTH BG1426'ON DRIVEWAY FOR 0.24 KM (0.15 MI) TO STATION ON RIGHT. THE STATION IS BG1426'A STANDARD CGS DISK STAMPED--ARGYLE 1953 1969--, SET INTO THE TOP OF BG1426'A SQUARE CONCRETE MONUMENT, 20 CM (8 IN) ON SIDE, RECESSED 6 IN BELOW BG1426'THE GROUND. THE STATION IS LOCATED 21.95 METERS (72.01 FT) SOUTH OF BG1426'SOUTH END OF PINE TREE PLANT AND PROPERTY LINE, 7.01 METERS (23.00 FT) BG1426'NORTHEAST OF HEDGE ROW AND BUSHES, 8.53 METERS (27.99 FT) BG1426'EAST-NORTHEAST OF OPENING BUSHES AROUND OUTSIDE OF DRIVEWAY, 4.88 BG1426'METERS (16.01 FT) WEST OF WEST EDGE OF PINE TREE PLANT, 0.46 METERS BG1426'(1.51 FT) SOUTH OF A METAL WITNESS POST. REFERENCE MARK NO 3 IS A BG1426'STANDARD CGS DISK STAMPED,--ARGYLE NO 3 1953--, SET INTO THE TOP OF A BG1426'SQUARE CONCRETE MONUMENT, 30 CM (12 IN) IN DIAMETER, PROJECTING 6 BG1426'INCHES. THE STATION IS LOCATED 25.60 METERS (83.99 FT) NORTHEAST OF BG1426'THE CENTER OF CIRCLE DRIVE, 19.51 METERS (64.01 FT) WEST OF THE WEST BG1426'EDGE OF PINE TREE PLANT, 1.83 METERS (6.00 FT) SOUTH OF THE SOUTH EDGE BG1426'OF PINE TREE PALNT AND PROPERTY LINE, .46 METERS (1.51 FT) SOUTH OF A BG1426'METAL WITNESS POST AND .30 METERS (0.98 FT) LOWER THAN THE STATION. BG1426'REFERENCE MARK NO 4 IS A STANDARD CGS DISK STAMPED,--ARGYLE NO 4 1953 BG1426'1983--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM (12 IN) BG1426'IN DIAMETER, PROJECTING 6 INCHES. THE STATION IS LOCATED 6.71 METERS BG1426'(22.01 FT) WEST OF THE WEST DRIVE OF CIRCLE DRIVEWAY, .30 METERS (0.98 BG1426'FT) WEST OF THE WEST EDGE OF PINE TREE PLANT, 1.52 METERS (4.99 FT) BG1426'EAST OF THE HEDGE ROW OF BUSHES, .61 METERS (2.00 FT) NORTH OF A METAL BG1426'WITNESS POST. AZIMUTH MARK NO 1 IS A STANDARD CGS DISK BG1426'STAMPED,--ARGYLE 1953--, SET INTO THE TOP OF A SQUARE CONCRETE BG1426'MONUMENT, 30 CM (12 IN) IN DIAMETER, FLUSH WITH THE GROUND. THE BG1426'STATION IS LOCATED 26.52 METERS (87.01 FT) WEST OF CENTER OF SAND BG1426'ROAD, 16.76 METERS (54.99 FT) SOUTH OF CENTER OF US HIGHWAY 90, 16.76 BG1426'METERS (54.99 FT) SOUTH OF CENTER OF US HIGHWAY 90, 7.47 METERS (24.51 BG1426'FT) NORTH OF THE NORTH RAIL OF RAILROAD TRACK, .30 METERS (0.98 FT) BG1426'WEST OF A METAL WITNESS POST. TO REACH THE AZIMUTH MARK FROM STATION, BG1426'GO SOUTH ON DRIVEWAY 0.15 MILE (0.24 KM) TO US HIGHWAY 90. TURN LEFT BG1426'AND GO EAST ON US HIGHWAY 90 FOR 0.3 MILE (0.5 KM) TO A SIDE ROAD BG1426'RIGHT AND MARK. BG1426 BG1426 STATION RECOVERY (1991) BG1426 BG1426'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW) BG1426'RECOVERED IN GOOD CONDITION. BG1426 BG1426 STATION RECOVERY (1998) BG1426 BG1426'RECOVERY NOTE BY US POWER SQUADRON 1998 BG1426'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG1429 *********************************************************************** BG1429 DESIGNATION - ARGYLE RM 3 BG1429 PID - BG1429 BG1429 STATE/COUNTY- FL/WALTON BG1429 USGS QUAD - DE FUNIAK SPRINGS EAST (1987) BG1429 BG1429 *CURRENT SURVEY CONTROL BG1429 ___________________________________________________________________ BG1429* NAD 83(1986)- 30 43 39. (N) 086 03 24. (W) SCALED BG1429* NAVD 88 - 78.13 (meters) 256.3 (feet) RESET BG1429 ___________________________________________________________________ BG1429 GEOID HEIGHT- -27.44 (meters) GEOID99 BG1429 BG1429 VERT ORDER - THIRD BG1429 BG1429.The horizontal coordinates were scaled from a topographic map and have BG1429.an estimated accuracy of +/- 6 seconds. BG1429 BG1429.The orthometric height was computed from unverified reset data. BG1429 BG1429.The geoid height was determined by GEOID99. BG1429 BG1429; North East Units Estimated Accuracy BG1429;SPC FL N - 192,510. 450,920. MT (+/- 180 meters Scaled) BG1429 BG1429 SUPERSEDED SURVEY CONTROL BG1429 BG1429 NGVD 29 - 78.22 (m) 256.6 (f) RESET 3 BG1429 BG1429.Superseded values are not recommended for survey control. BG1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG1429.See file dsdata.txt to determine how the superseded data were derived. BG1429 BG1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU903997(NAD 83) BG1429_MARKER: DR = REFERENCE MARK DISK BG1429_SETTING: 0 = UNSPECIFIED SETTING BG1429_STAMPING: ARGYLE 1953 NO 3 1969 BG1429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY BG1429 BG1429 HISTORY - Date Condition Report By BG1429 HISTORY - 1969 MONUMENTED CGS BG1429 HISTORY - 19910430 GOOD USPSQD BG1429 HISTORY - 19980226 GOOD USPSQD BG1429 BG1429 STATION DESCRIPTION BG1429 BG1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 BG1429'1.4 MI W FROM ARGYLE. BG1429'0.4 MILE WEST ALONG STATE HIGHWAY 183 FROM THE POST OFFICE IN BG1429'ARGYLE TO THE JUNCTION OF U.S. HIGHWAY 90, THENCE WEST ALONG BG1429'U.S. HIGHWAY 90 FOR 0.75 MILE TO DRIVEWAY RIGHT AT STATE FOREST BG1429'SERVICE FIRE TOWER, THENCE NORTH ALONG DRIVEWAY FOR 0.15 MILE. BG1429'75 FEET NORTH OF CENTERLINE OF DRIVEWAY, 62 1/2 FEET WEST OF BG1429'FENCE CORNER AND 1 FOOT SOUTH OF FENCE. PROJECTS ABOUT 6 INCHES. BG1429 BG1429 STATION RECOVERY (1991) BG1429 BG1429'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW) BG1429'RECOVERED IN GOOD CONDITION. BG1429 BG1429 STATION RECOVERY (1998) BG1429 BG1429'RECOVERY NOTE BY US POWER SQUADRON 1998 BG1429'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG3417 *********************************************************************** BG3417 DESIGNATION - B 139 RESET 1977 BG3417 PID - BG3417 BG3417 STATE/COUNTY- FL/WALTON BG3417 USGS QUAD - PORTLAND (1984) BG3417 BG3417 *CURRENT SURVEY CONTROL BG3417 ___________________________________________________________________ BG3417* NAD 83(1986)- 30 30 46. (N) 086 10 43. (W) SCALED BG3417* NAVD 88 - 7.82 (+/-2cm) 25.7 (feet) VERTCON BG3417 ___________________________________________________________________ BG3417 GEOID HEIGHT- -27.40 (meters) GEOID99 BG3417 BG3417 VERT ORDER - THIRD (See Below) BG3417 BG3417.The horizontal coordinates were scaled from a topographic map and have BG3417.an estimated accuracy of +/- 6 seconds. BG3417 BG3417.The NAVD 88 height was computed by applying the VERTCON shift value to BG3417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BG3417.The vertical order pertains to the superseded datum. BG3417 BG3417.The geoid height was determined by GEOID99. BG3417 BG3417; North East Units Estimated Accuracy BG3417;SPC FL N - 168,880. 438,890. MT (+/- 180 meters Scaled) BG3417 BG3417 SUPERSEDED SURVEY CONTROL BG3417 BG3417 NGVD 29 - 7.94 (m) 26.0 (f) RESET 3 BG3417 BG3417.Superseded values are not recommended for survey control. BG3417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG3417.See file dsdata.txt to determine how the superseded data were derived. BG3417 BG3417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU788758(NAD 83) BG3417_MARKER: DB = BENCH MARK DISK BG3417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG3417_STAMPING: B 139 RESET 1977 BG3417_PROJECTION: FLUSH BG3417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG3417+STABILITY: SURFACE MOTION BG3417 BG3417 HISTORY - Date Condition Report By BG3417 HISTORY - 1977 MONUMENTED NGS BG3417 BG3417 STATION DESCRIPTION BG3417 BG3417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 BG3417'2.7 MI WNW FROM FREEPORT. BG3417'2.7 MILES WEST-NORTHWEST ALONG STATE HIGHWAY 20 FROM ITS JUNCTION BG3417'WITH U.S. HIGHWAY 331 AT FREEPORT, 76.0 FEET SOUTHEAST OF THE BG3417'JUNCTION OF HIGHWAY 20 AND SAND ROAD TO THE SOUTHEAST, 50.0 FEET BG3417'SOUTH OG THE CENTER OF THE HIGHWAY 20, 31.5 FEET NORTHEAST OF THE BG3417'CENTER OF THE SAN ROAD, AND 1.5 FEET WEST OF TELEPHONE POLE A 72 A. BG3417'THE MARK IS 1.5 FT E FROM A WITNESS POST. BG3417'THE MARK IS 1 FT BELOW HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG0218 *********************************************************************** BG0218 DESIGNATION - D 139 RESET 1976 BG0218 PID - BG0218 BG0218 STATE/COUNTY- FL/WALTON BG0218 USGS QUAD - CHOCTAW BEACH (1994) BG0218 BG0218 *CURRENT SURVEY CONTROL BG0218 ___________________________________________________________________ BG0218* NAD 83(1986)- 30 27 55. (N) 086 20 46. (W) SCALED BG0218* NAVD 88 - 46.95 (+/-2cm) 154.0 (feet) VERTCON BG0218 ___________________________________________________________________ BG0218 GEOID HEIGHT- -27.23 (meters) GEOID99 BG0218 BG0218 VERT ORDER - THIRD (See Below) BG0218 BG0218.The horizontal coordinates were scaled from a topographic map and have BG0218.an estimated accuracy of +/- 6 seconds. BG0218 BG0218.The NAVD 88 height was computed by applying the VERTCON shift value to BG0218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BG0218.The vertical order pertains to the superseded datum. BG0218 BG0218.The geoid height was determined by GEOID99. BG0218 BG0218; North East Units Estimated Accuracy BG0218;SPC FL N - 163,860. 422,730. MT (+/- 180 meters Scaled) BG0218 BG0218 SUPERSEDED SURVEY CONTROL BG0218 BG0218 NGVD 29 - 47.06 (m) 154.4 (f) RESET 3 BG0218 BG0218.Superseded values are not recommended for survey control. BG0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG0218.See file dsdata.txt to determine how the superseded data were derived. BG0218 BG0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU627705(NAD 83) BG0218_MARKER: DB = BENCH MARK DISK BG0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG0218_STAMPING: D 139 RESET 1976 BG0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG0218+STABILITY: SURFACE MOTION BG0218 BG0218 HISTORY - Date Condition Report By BG0218 HISTORY - 1976 MONUMENTED NGS BG0218 HISTORY - 19990603 MARK NOT FOUND USPSQD BG0218 BG0218 STATION DESCRIPTION BG0218 BG0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 BG0218'9.4 MI SE FROM NICEVILLE. BG0218'ABOUT 9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE BG0218'JUNCTION OF STATE HIGHWAY 285 AT NICEVILLE, IN SECTION 28, R BG0218'21 W, T 1 S, 3.0 MILES SOUTHEAST OF THE WALTON-OKALOOSA COUNTY BG0218'LINE, ABOUT 1.05 MILE SOUTHWEST OF THE CULVERT UNDER HIGHWAY BG0218'FOR MULLET CREEK, 117 FEET NORTHEAST OF THE CENTER OF CEDAR BG0218'ROAD, 105.5 FEET NORTHWEST OF THE NORTHWEST EDGE OF EMBANKMENT BG0218'OF CHOCTAWHATCHEE BAY, 50 FEET NORTHWEST OF THE CENTER OF STATE BG0218'HIGHWAY 20, 62 FEET SOUTH OF THE EAST CORNER OF ASBESTOS SIDED BG0218'HOUSE, 50.8 FEET SOUTH-SOUTHEAST OF THE SOUTH CORNER OF THE BG0218'ASBESTOS SIDED HOUSE, 61 FEET EAST OF THE SOUTH CORNER OF A BG0218'WOODEN FRAME HOUSE A DISK SET IN THE TOP OF A 10-INCH ROUND BG0218'CONCRETE MONUMENT THAT IS SET FLUSH WITH GROUND. NOTE-- THIS BG0218'MARK CAN BE FOUND WITH A METAL DETECTOR. BG0218 BG0218 STATION RECOVERY (1999) BG0218 BG0218'RECOVERY NOTE BY US POWER SQUADRON 1999 BG0218'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG1413 *********************************************************************** BG1413 DESIGNATION - DE FUNIAK SPRINGS RM 3 BG1413 PID - BG1413 BG1413 STATE/COUNTY- FL/WALTON BG1413 USGS QUAD - DE FUNIAK SPRINGS WEST (1987) BG1413 BG1413 *CURRENT SURVEY CONTROL BG1413 ___________________________________________________________________ BG1413* NAD 83(1986)- 30 43 23. (N) 086 07 48. (W) SCALED BG1413* NAVD 88 - 80.93 (meters) 265.5 (feet) RESET BG1413 ___________________________________________________________________ BG1413 GEOID HEIGHT- -27.38 (meters) GEOID99 BG1413 BG1413 VERT ORDER - THIRD BG1413 BG1413.The horizontal coordinates were scaled from a topographic map and have BG1413.an estimated accuracy of +/- 6 seconds. BG1413 BG1413.The orthometric height was computed from unverified reset data. BG1413 BG1413.The geoid height was determined by GEOID99. BG1413 BG1413; North East Units Estimated Accuracy BG1413;SPC FL N - 192,120. 443,890. MT (+/- 180 meters Scaled) BG1413 BG1413 SUPERSEDED SURVEY CONTROL BG1413 BG1413 NGVD 29 - 81.03 (m) 265.8 (f) RESET 3 BG1413 BG1413.Superseded values are not recommended for survey control. BG1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG1413.See file dsdata.txt to determine how the superseded data were derived. BG1413 BG1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU832992(NAD 83) BG1413_MARKER: DR = REFERENCE MARK DISK BG1413_SETTING: 0 = UNSPECIFIED SETTING BG1413_STAMPING: DEFUNIAK SPRINGS 1953 NO 3 1969 BG1413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY BG1413 BG1413 HISTORY - Date Condition Report By BG1413 HISTORY - 1969 MONUMENTED CGS BG1413 HISTORY - 19950612 MARK NOT FOUND USPSQD BG1413 HISTORY - 19951206 MARK NOT FOUND USPSQD BG1413 BG1413 STATION DESCRIPTION BG1413 BG1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 BG1413'AT DE FUNIAK SPRINGS. BG1413'0.6 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF U.S. BG1413'90 AND 84 IN DE FUNIAK SPRINGS, THENCE SOUTH ALONG 20TH STREET BG1413'FOR 0.2 MILE TO INTERSECTION OF LIVE OAK AVENUE, 51 1/2 FEET BG1413'SOUTH OF THE SOUTH RAIL OR RAILROAD TRACKS, 31 FEET NORTH OF BG1413'THE CENTERLINE OF LIVE OAK AVENUE, 30 FEET WEST OF THE CENTERLINE BG1413'OF 20TH STREET, AND 2 1/2 FEET NORTHEAST OF A POWERLINE POLE. BG1413'FLUSH WITH THE GROUND AND ABOUT THE SAME LEVEL AS THE ROAD. BG1413 BG1413 STATION RECOVERY (1995) BG1413 BG1413'RECOVERY NOTE BY US POWER SQUADRON 1995 BG1413'MARK NOT FOUND. BG1413 BG1413 STATION RECOVERY (1995) BG1413 BG1413'RECOVERY NOTE BY US POWER SQUADRON 1995 BG1413'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG0217 *********************************************************************** BG0217 DESIGNATION - E 139 RESET 1976 BG0217 PID - BG0217 BG0217 STATE/COUNTY- FL/WALTON BG0217 USGS QUAD - CHOCTAW BEACH (1994) BG0217 BG0217 *CURRENT SURVEY CONTROL BG0217 ___________________________________________________________________ BG0217* NAD 83(1986)- 30 28 09. (N) 086 20 17. (W) SCALED BG0217* NAVD 88 - 2.49 (+/-2cm) 8.2 (feet) VERTCON BG0217 ___________________________________________________________________ BG0217 GEOID HEIGHT- -27.23 (meters) GEOID99 BG0217 BG0217 VERT ORDER - THIRD (See Below) BG0217 BG0217.The horizontal coordinates were scaled from a topographic map and have BG0217.an estimated accuracy of +/- 6 seconds. BG0217 BG0217.The NAVD 88 height was computed by applying the VERTCON shift value to BG0217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BG0217.The vertical order pertains to the superseded datum. BG0217 BG0217.The geoid height was determined by GEOID99. BG0217 BG0217; North East Units Estimated Accuracy BG0217;SPC FL N - 164,280. 423,510. MT (+/- 180 meters Scaled) BG0217 BG0217 SUPERSEDED SURVEY CONTROL BG0217 BG0217 NGVD 29 - 2.60 (m) 8.5 (f) RESET 3 BG0217 BG0217.Superseded values are not recommended for survey control. BG0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG0217.See file dsdata.txt to determine how the superseded data were derived. BG0217 BG0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU635709(NAD 83) BG0217_MARKER: DB = BENCH MARK DISK BG0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG0217_STAMPING: E 139 RESET 1976 BG0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG0217+STABILITY: SURFACE MOTION BG0217 BG0217 HISTORY - Date Condition Report By BG0217 HISTORY - 1976 MONUMENTED NGS BG0217 HISTORY - 1987 GOOD USPSQD BG0217 HISTORY - 19880410 GOOD USPSQD BG0217 HISTORY - 19990603 POOR USPSQD BG0217 BG0217 STATION DESCRIPTION BG0217 BG0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 BG0217'10 MI SE FROM NICEVILLE. BG0217'ABOUT 9.95 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE BG0217'JUNCTION OF STATE HIGHWAY 285 AT NICEVILLE, IN SECTION 27, R BG0217'21 W, T 1 S, 0.5 MILE SOUTHWEST OF THE CULVERT UNDER HIGHWAY BG0217'OVER MULLET CREEK, 0.3 MILE NORTHEAST OF THE JUNCTION OF A BG0217'SURFACED ROAD LEADING NORTH TO UNITED METHODIST CHURCH, ABOUT BG0217'125 FEET WEST OF PIPE CULVERT UNDER HIGHWAY, 51 FEET NORTHWEST BG0217'OF CENTER OF STATE HIGHWAY 20, 2.5 FEET NORTH-NORTHWEST OF BG0217'A POWER LINE POLE, 1.5 FEET NORTHWEST OF RIGHT-OF-WAY LINE, BG0217'1 FOOT SOUTHWEST OF METAL WITNESS POST AND A DISK SET IN THE BG0217'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH BG0217'WITH GROUND SURFACE. NOTICE-- THIS MARK CAN BE FOUND WITH A BG0217'METAL DETECTOR. BG0217 BG0217 STATION RECOVERY (1987) BG0217 BG0217'RECOVERY NOTE BY US POWER SQUADRON 1987 (SS) BG0217'RECOVERED IN GOOD CONDITION. BG0217 BG0217 STATION RECOVERY (1988) BG0217 BG0217'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWM) BG0217'RECOVERED IN GOOD CONDITION. BG0217 BG0217 STATION RECOVERY (1999) BG0217 BG0217'RECOVERY NOTE BY US POWER SQUADRON 1999 BG0217'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG2192 *********************************************************************** BG2192 DESIGNATION - F 178 RESET 1961 BG2192 PID - BG2192 BG2192 STATE/COUNTY- FL/WALTON BG2192 USGS QUAD - CHOCTAW BEACH (1994) BG2192 BG2192 *CURRENT SURVEY CONTROL BG2192 ___________________________________________________________________ BG2192* NAD 83(1986)- 30 22 31. (N) 086 16 52. (W) SCALED BG2192* NAVD 88 - 4.48 (meters) 14.7 (feet) RESET BG2192 ___________________________________________________________________ BG2192 GEOID HEIGHT- -27.21 (meters) GEOID99 BG2192 BG2192 VERT ORDER - THIRD BG2192 BG2192.The horizontal coordinates were scaled from a topographic map and have BG2192.an estimated accuracy of +/- 6 seconds. BG2192 BG2192.The orthometric height was computed from unverified reset data. BG2192 BG2192.The geoid height was determined by GEOID99. BG2192 BG2192; North East Units Estimated Accuracy BG2192;SPC FL N - 153,780. 428,810. MT (+/- 180 meters Scaled) BG2192 BG2192 SUPERSEDED SURVEY CONTROL BG2192 BG2192 NGVD 29 - 4.60 (m) 15.1 (f) RESET 3 BG2192 BG2192.Superseded values are not recommended for survey control. BG2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG2192.See file dsdata.txt to determine how the superseded data were derived. BG2192 BG2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU690605(NAD 83) BG2192_MARKER: DB = BENCH MARK DISK BG2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG2192_STAMPING: F 178 RESET 1961 BG2192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG2192+STABILITY: SURFACE MOTION BG2192 BG2192 HISTORY - Date Condition Report By BG2192 HISTORY - 1961 MONUMENTED CGS BG2192 HISTORY - 1975 GOOD NGS BG2192 HISTORY - 1990 GOOD USPSQD BG2192 HISTORY - 19950218 MARK NOT FOUND USPSQD BG2192 BG2192 STATION DESCRIPTION BG2192 BG2192'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 BG2192'3.1 MI W FROM SANTA ROSA BEACH. BG2192'3.1 MILES WEST ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE AT BG2192'SANTA ROSA BEACH, 0.2 MILE WEST OF A JUNCTION WITH STATE ROAD BG2192'S 30 A, 50.5 FT. NORTH OF THE CENTER LINE OF THE HIGHWAY, AT BG2192'HIGHWAY STATION 378 + 48, 135 YARDS EAST OF A JUNCTION WITH A BG2192'GRADED DIRT ROAD LEADING NORTH, 55 YARDS EAST OF POWER POLE 44, BG2192'1.4 FT. NORTH OF A STEEL WITNESS POST, SET IN THE TOP OF A BG2192'CONCRETE POST WHICH PROJECTS 0.2 FT. ABOVE THE GROUND. BG2192 BG2192 STATION RECOVERY (1975) BG2192 BG2192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 BG2192'RECOVERED IN GOOD CONDITION. BG2192 BG2192 STATION RECOVERY (1990) BG2192 BG2192'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDW) BG2192'RECOVERED IN GOOD CONDITION. BG2192 BG2192 STATION RECOVERY (1995) BG2192 BG2192'RECOVERY NOTE BY US POWER SQUADRON 1995 BG2192'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG0116 *********************************************************************** BG0116 DESIGNATION - F 29 RESET 1976 BG0116 PID - BG0116 BG0116 STATE/COUNTY- FL/WALTON BG0116 USGS QUAD - CHOCTAW BEACH (1994) BG0116 BG0116 *CURRENT SURVEY CONTROL BG0116 ___________________________________________________________________ BG0116* NAD 83(1986)- 30 27 48. (N) 086 21 32. (W) SCALED BG0116* NAVD 88 - 5.64 (+/-2cm) 18.5 (feet) VERTCON BG0116 ___________________________________________________________________ BG0116 GEOID HEIGHT- -27.21 (meters) GEOID99 BG0116 BG0116 VERT ORDER - THIRD (See Below) BG0116 BG0116.The horizontal coordinates were scaled from a topographic map and have BG0116.an estimated accuracy of +/- 6 seconds. BG0116 BG0116.The NAVD 88 height was computed by applying the VERTCON shift value to BG0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BG0116.The vertical order pertains to the superseded datum. BG0116 BG0116.The geoid height was determined by GEOID99. BG0116 BG0116; North East Units Estimated Accuracy BG0116;SPC FL N - 163,660. 421,500. MT (+/- 180 meters Scaled) BG0116 BG0116 SUPERSEDED SURVEY CONTROL BG0116 BG0116 NGVD 29 - 5.75 (m) 18.9 (f) RESET 3 BG0116 BG0116.Superseded values are not recommended for survey control. BG0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG0116.See file dsdata.txt to determine how the superseded data were derived. BG0116 BG0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU615703(NAD 83) BG0116_MARKER: DB = BENCH MARK DISK BG0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG0116_STAMPING: F 29 RESET 1976 BG0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG0116+STABILITY: SURFACE MOTION BG0116 BG0116 HISTORY - Date Condition Report By BG0116 HISTORY - 1976 MONUMENTED NGS BG0116 HISTORY - 19990603 GOOD USPSQD BG0116 BG0116 STATION DESCRIPTION BG0116 BG0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 BG0116'8.5 MI SE FROM NICEVILLE. BG0116'ABOUT 8.5 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE BG0116'JUNCTION OF STATE HIGHWAY 285 AT NICEVILLE, IN SECTION 29, R BG0116'21 W, T 1 S, ABOUT 1.9 MILES SOUTHEAST OF THE WALTON-OKALOOSA BG0116'COUNTY LINE, 0.2 MILE EAST OF THE CULVERT UNDER HIGHWAY FOR BG0116'BIG HAMMOCK DRAIN, 204.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER BG0116'OF A FRAME HOUSE ACROSS THE HIGHWAY, 54.5 FEET SOUTH OF CENTER BG0116'OF STATE HIGHWAY 40, 21.5 FEET NORTH OF THE NORTH EDGE OF BG0116'EMBANKMENT OF CHOCTAWHATCHEE BAY, 25 FEET SOUTHWEST OF A 12-INCH BG0116'HICKORY TREE, 11 FEET SOUTH-SOUTHWEST OF A TWIN TRUNK MAGNOLIA BG0116'TREE, 1.4 FEET EAST OF A METAL WITNESS POST AND A DISK SET IN BG0116'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH BG0116'WITH THE GROUND SURFACE. NOTE-- THIS MARK CAN BE FOUND WITH BG0116'A METAL DETECTOR. BG0116 BG0116 STATION RECOVERY (1999) BG0116 BG0116'RECOVERY NOTE BY US POWER SQUADRON 1999 BG0116'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG0115 *********************************************************************** BG0115 DESIGNATION - G 29 RESET 1975 BG0115 PID - BG0115 BG0115 STATE/COUNTY- FL/WALTON BG0115 USGS QUAD - CHOCTAW BEACH (1994) BG0115 BG0115 *CURRENT SURVEY CONTROL BG0115 ___________________________________________________________________ BG0115* NAD 83(1986)- 30 28 46. (N) 086 17 43. (W) SCALED BG0115* NAVD 88 - 5.37 (meters) 17.6 (feet) RESET BG0115 ___________________________________________________________________ BG0115 GEOID HEIGHT- -27.28 (meters) GEOID99 BG0115 BG0115 VERT ORDER - THIRD BG0115 BG0115.The horizontal coordinates were scaled from a topographic map and have BG0115.an estimated accuracy of +/- 6 seconds. BG0115 BG0115.The orthometric height was computed from unverified reset data. BG0115.No vertical observational check was made to the station. BG0115 BG0115.The geoid height was determined by GEOID99. BG0115 BG0115; North East Units Estimated Accuracy BG0115;SPC FL N - 165,350. 427,630. MT (+/- 180 meters Scaled) BG0115 BG0115 SUPERSEDED SURVEY CONTROL BG0115 BG0115 NGVD 29 - 5.48 (m) 18.0 (f) RESET 3 BG0115 BG0115.Superseded values are not recommended for survey control. BG0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG0115.See file dsdata.txt to determine how the superseded data were derived. BG0115 BG0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU676721(NAD 83) BG0115_MARKER: DB = BENCH MARK DISK BG0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG0115_STAMPING: G 29 RESET 1975 BG0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG0115+STABILITY: SURFACE MOTION BG0115 BG0115 HISTORY - Date Condition Report By BG0115 HISTORY - 1975 MONUMENTED NGS BG0115 BG0115 STATION DESCRIPTION BG0115 BG0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 BG0115'2.9 MI W FROM BASIN BAYOU. BG0115'10.6 MILES WEST ALONG STATE HIGHWAY 20 FROM ITS JUNCTION WITH BG0115'U.S. HIGHWAY 331 IN FREEPORT, 2.9 MILES WEST OF THE BASIN BAYOU BG0115'BRIDGE IN BASIN BAYOU, 63 FEET WEST OF A TWIN TRUNK OAK TREE, BG0115'50 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 20, 8.7 FEET BG0115'NORTHEAST OF THE NORTHEAST SIDE OF A 24-INCH PINE TREE, 1.2 BG0115'FEET NORTH OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF BG0115'THE HIGHWAY AND A DISK SET IN THE TOP OF AN 8-INCH SQUARE BG0115'CONCRETE MONUMENT THAT PROJECTS 1-INCH ABOVE THE GROUND LEVEL. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG2266 *********************************************************************** BG2266 DESIGNATION - POINT WASH E BASE AZ MK RESET BG2266 PID - BG2266 BG2266 STATE/COUNTY- FL/WALTON BG2266 USGS QUAD - POINT WASHINGTON (1992) BG2266 BG2266 *CURRENT SURVEY CONTROL BG2266 ___________________________________________________________________ BG2266* NAD 83(1986)- 30 17 55. (N) 086 01 37. (W) SCALED BG2266* NAVD 88 - 10.92 (meters) 35.8 (feet) RESET BG2266 ___________________________________________________________________ BG2266 GEOID HEIGHT- -27.42 (meters) GEOID99 BG2266 BG2266 VERT ORDER - THIRD BG2266 BG2266.The horizontal coordinates were scaled from a topographic map and have BG2266.an estimated accuracy of +/- 6 seconds. BG2266 BG2266.The orthometric height was computed from unverified reset data. BG2266 BG2266.The geoid height was determined by GEOID99. BG2266 BG2266; North East Units Estimated Accuracy BG2266;SPC FL N - 144,930. 453,130. MT (+/- 180 meters Scaled) BG2266 BG2266 SUPERSEDED SURVEY CONTROL BG2266 BG2266.No superseded survey control is available for this station. BG2266 BG2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU935522(NAD 83) BG2266_MARKER: DZ = AZIMUTH MARK DISK BG2266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG2266_STAMPING: PT WASH EAST BASE 1933 RESET 1962 BG2266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG2266+STABILITY: SURFACE MOTION BG2266 BG2266 HISTORY - Date Condition Report By BG2266 HISTORY - 1962 MONUMENTED CGS BG2266 HISTORY - 1975 GOOD NGS BG2266 HISTORY - 19910423 GOOD USPSQD BG2266 BG2266 STATION DESCRIPTION BG2266 BG2266'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 BG2266'25.8 MI NW FROM PANAMA CITY. BG2266'25.8 MILES NORTHWEST ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE BG2266'AT PANAMA CITY, 2.6 MILES NORTHWEST OF THE BAY AND WALTON COUNTY BG2266'LINE, 0.2 MILE NORTHWEST OF TRIANGULATION STATION PT. WASHINGTON BG2266'EAST BASE, 126 FEET SOUTHEAST OF TELEPHONE POLE 138, 58.5 FEET BG2266'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.1 FEET NORTHEAST BG2266'OF A STEEL WITNESS POST, SET IN THE TOP OF A CONCRETE POST BG2266'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND. BG2266 BG2266 STATION RECOVERY (1975) BG2266 BG2266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 BG2266'RECOVERED IN GOOD CONDITION. BG2266 BG2266 STATION RECOVERY (1991) BG2266 BG2266'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW) BG2266'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG2248 *********************************************************************** BG2248 DESIGNATION - POINT WASH W BASE RM 5 BG2248 PID - BG2248 BG2248 STATE/COUNTY- FL/WALTON BG2248 USGS QUAD - GRAYTON BEACH (1976) BG2248 BG2248 *CURRENT SURVEY CONTROL BG2248 ___________________________________________________________________ BG2248* NAD 83(1986)- 30 21 52. (N) 086 10 34. (W) SCALED BG2248* NAVD 88 - 6.59 (meters) 21.6 (feet) RESET BG2248 ___________________________________________________________________ BG2248 GEOID HEIGHT- -27.31 (meters) GEOID99 BG2248 BG2248 VERT ORDER - THIRD BG2248 BG2248.The horizontal coordinates were scaled from a topographic map and have BG2248.an estimated accuracy of +/- 6 seconds. BG2248 BG2248.The orthometric height was computed from unverified reset data. BG2248 BG2248.The geoid height was determined by GEOID99. BG2248 BG2248; North East Units Estimated Accuracy BG2248;SPC FL N - 152,430. 438,890. MT (+/- 180 meters Scaled) BG2248 BG2248 SUPERSEDED SURVEY CONTROL BG2248 BG2248 NGVD 29 - 6.70 (m) 22.0 (f) RESET 3 BG2248 BG2248.Superseded values are not recommended for survey control. BG2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG2248.See file dsdata.txt to determine how the superseded data were derived. BG2248 BG2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU791594(NAD 83) BG2248_MARKER: DR = REFERENCE MARK DISK BG2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG2248_STAMPING: PT WASH WEST BASE 1933 NO 5 1970 BG2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG2248+STABILITY: SURFACE MOTION BG2248 BG2248 HISTORY - Date Condition Report By BG2248 HISTORY - 1970 MONUMENTED NGS BG2248 HISTORY - 1989 GOOD USPSQD BG2248 HISTORY - 19931227 GOOD USPSQD BG2248 BG2248 STATION DESCRIPTION BG2248 BG2248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 BG2248'19.9 MI E FROM DESTIN. BG2248'19.9 MILES EAST ALONG U.S. HIGHWAY NO. 98 FROM THE EPISCOPAL BG2248'CHURCH AT DESTIN, ABOUT 0.3 MILES EAST OF THE JUNCTION OF U.S. BG2248'HIGHWAY 331 LEADING NORTH, 52 FEET SOUTH OF THE CENTERLINE OF BG2248'U.S. HIGHWAY 98, 15 FEET NORTHEAST OF A PINE TREE AND SET IN THE BG2248'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES. BG2248 BG2248 STATION RECOVERY (1989) BG2248 BG2248'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW) BG2248'RECOVERED IN GOOD CONDITION. BG2248 BG2248 STATION RECOVERY (1993) BG2248 BG2248'RECOVERY NOTE BY US POWER SQUADRON 1993 BG2248'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG2251 *********************************************************************** BG2251 DESIGNATION - POINT WASH W BASE RM 4 BG2251 PID - BG2251 BG2251 STATE/COUNTY- FL/WALTON BG2251 USGS QUAD - GRAYTON BEACH (1976) BG2251 BG2251 *CURRENT SURVEY CONTROL BG2251 ___________________________________________________________________ BG2251* NAD 83(1986)- 30 21 52. (N) 086 10 34. (W) SCALED BG2251* NAVD 88 - 6.71 (meters) 22.0 (feet) RESET BG2251 ___________________________________________________________________ BG2251 GEOID HEIGHT- -27.31 (meters) GEOID99 BG2251 BG2251 VERT ORDER - THIRD BG2251 BG2251.The horizontal coordinates were scaled from a topographic map and have BG2251.an estimated accuracy of +/- 6 seconds. BG2251 BG2251.The orthometric height was computed from unverified reset data. BG2251 BG2251.The geoid height was determined by GEOID99. BG2251 BG2251; North East Units Estimated Accuracy BG2251;SPC FL N - 152,430. 438,890. MT (+/- 180 meters Scaled) BG2251 BG2251 SUPERSEDED SURVEY CONTROL BG2251 BG2251 NGVD 29 - 6.82 (m) 22.4 (f) RESET 3 BG2251 BG2251.Superseded values are not recommended for survey control. BG2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG2251.See file dsdata.txt to determine how the superseded data were derived. BG2251 BG2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU791594(NAD 83) BG2251_MARKER: DR = REFERENCE MARK DISK BG2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG2251_STAMPING: PT WASH WEST BASE 1933 NO 4 1970 BG2251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG2251+STABILITY: SURFACE MOTION BG2251 BG2251 HISTORY - Date Condition Report By BG2251 HISTORY - 1970 MONUMENTED NGS BG2251 HISTORY - 1989 GOOD USPSQD BG2251 HISTORY - 19931214 GOOD USPSQD BG2251 HISTORY - 19940122 GOOD USPSQD BG2251 BG2251 STATION DESCRIPTION BG2251 BG2251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 BG2251'19.9 MI E FROM DESTIN. BG2251'19.9 MILES EAST ALONG U.S. HIGHWAY 98 FROM THE EPISCOPAL CHURCH BG2251'IN DESTIN, ABOUT 0.3 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY BG2251'331 LEADING NORTH, 52 FEET SOUTH OF THE CENTERLINE OF U.S. BG2251'HIGHWAY 98 AND 64.85 FEET EAST OF STATION MARK. SET IN THE TOP BG2251'OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES. BG2251 BG2251 STATION RECOVERY (1989) BG2251 BG2251'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW) BG2251'RECOVERED IN GOOD CONDITION. BG2251 BG2251 STATION RECOVERY (1993) BG2251 BG2251'RECOVERY NOTE BY US POWER SQUADRON 1993 BG2251'RECOVERED IN GOOD CONDITION. BG2251 BG2251 STATION RECOVERY (1994) BG2251 BG2251'RECOVERY NOTE BY US POWER SQUADRON 1994 BG2251'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG1635 *********************************************************************** BG1635 DESIGNATION - PORTLAND 2 BG1635 PID - BG1635 BG1635 STATE/COUNTY- FL/WALTON BG1635 USGS QUAD - PORTLAND (1984) BG1635 BG1635 *CURRENT SURVEY CONTROL BG1635 ___________________________________________________________________ BG1635* NAD 83(1990)- 30 30 35.52330(N) 086 10 12.32204(W) ADJUSTED BG1635* NAVD 88 - 20.64 (meters) 67.7 (feet) RESET BG1635 ___________________________________________________________________ BG1635 LAPLACE CORR- -1.13 (seconds) DEFLEC99 BG1635 GEOID HEIGHT- -27.41 (meters) GEOID99 BG1635 BG1635 HORZ ORDER - SECOND BG1635 VERT ORDER - THIRD BG1635 BG1635.The horizontal coordinates were established by classical geodetic methods BG1635.and adjusted by the National Geodetic Survey in May 1991. BG1635 BG1635.The orthometric height was computed from unverified reset data. BG1635 BG1635.The Laplace correction was computed from DEFLEC99 derived deflections. BG1635 BG1635.The geoid height was determined by GEOID99. BG1635 BG1635; North East Units Scale Converg. BG1635;SPC FL N - 168,540.859 439,700.534 MT 0.99996624 -0 50 21.3 BG1635;UTM 16 - 3,375,577.815 579,631.973 MT 0.99967823 +0 25 16.9 BG1635 BG1635|---------------------------------------------------------------------| BG1635| PID Reference Object Distance Geod. Az | BG1635| dddmmss.s | BG1635| BG1627 PORTLAND RM 1 38.330 METERS 09920 | BG1635| BG1631 J 29 11433 | BG1635| BG1632 PORTLAND AZ MK 392.118 METERS 11506 | BG1635| BG3415 PORTLAND 2 RM 6 39.203 METERS 16800 | BG1635| BG1633 PORTLAND RM 2 40.239 METERS 20301 | BG1635| BG1630 PORTLAND 2 RM 4 70.870 METERS 20915 | BG1635| BG1629 PORTLAND RM 3 37.867 METERS 24116 | BG1635| BG1628 PORTLAND 2 RM 5 32.685 METERS 30446 | BG1635|---------------------------------------------------------------------| BG1635 BG1635 SUPERSEDED SURVEY CONTROL BG1635 BG1635 NAD 83(1986)- 30 30 35.53699(N) 086 10 12.32812(W) AD( ) 2 BG1635 NAD 27 - 30 30 34.83368(N) 086 10 12.54089(W) AD( ) 2 BG1635 NGVD 29 - 20.75 (m) 68.1 (f) RESET 3 BG1635 BG1635.Superseded values are not recommended for survey control. BG1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG1635.See file dsdata.txt to determine how the superseded data were derived. BG1635 BG1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7963275578(NAD 83) BG1635_MARKER: DS = TRIANGULATION STATION DISK BG1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG1635_STAMPING: PORTLAND 2 1964 BG1635_MARK LOGO: NGS BG1635_MAGNETIC: N = NO MAGNETIC MATERIAL BG1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG1635+STABILITY: SURFACE MOTION BG1635 BG1635 HISTORY - Date Condition Report By BG1635 HISTORY - 1964 MONUMENTED CGS BG1635 HISTORY - 1967 GOOD CGS BG1635 HISTORY - 1977 GOOD NGS BG1635 HISTORY - 1981 GOOD FLDNR BG1635 HISTORY - 19820923 GOOD NGS BG1635 HISTORY - 1988 GOOD USPSQD BG1635 HISTORY - 19941221 GOOD USPSQD BG1635 BG1635 STATION DESCRIPTION BG1635 BG1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (AJ) BG1635'STATION IS LOCATED ABOUT 18-1/2 MILES EAST OF NICEVILLE, BG1635'2-1/4 MILES WEST OF FREEPORT, ON THE NORTH SIDE AND ON RIGHT-OF WAY BG1635'OF STATE HIGHWAY 20. MARK IS A STANDARD DISK, STAMPED PORTLAND BG1635'2 1964, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS BG1635'ABOUT 8 INCHES BELOW THE SURFACE OF THE GROUND. IT IS 59-1/2 BG1635'FEET NORTH OF THE CENTER OF STATE HIGHWAY 20, 48 FEET WEST OF BG1635'THE CENTER OF A GRADED SAND ROAD, 17.6 FEET NORTHEAST OF A BG1635'TELEPHONE LINE POLE AND 4.9 FEET SOUTHEAST OF A POWERLINE POLE BG1635'NO D 26. BG1635' BG1635'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED PORTLAND BG1635'1934 AZIMUTH, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH BG1635'PROJECTS ABOUT 15 INCHES. IT IS 115.2 FEET NORTHEAST OF THE BG1635'NORTHEAST CORNER OF A FRAME HOUSE, 43 FEET SOUTH OF THE CENTER BG1635'OF HIGHWAY 20, 11.6 FEET NORTH-NORTHWEST OF A 6-INCH OAK TREE, BG1635'10 FEET WEST OF A 10-INCH OAK TREE AND 1.8 FEET NORTHWEST OF A BG1635'4 IN X 4 IN WOOD POST. BG1635' BG1635'REFERENCE MARK NUMBER 5 IS A STANDARD REFERENCE MARK DISK, BG1635'STAMPED PORTLAND 2 NO 5 1964, SET IN THE TOP OF A ROUND CONCRETE BG1635'MONUMENT WHICH PROJECTS ABOUT 4 INCHES. IT IS 86 FEET NORTH OF BG1635'THE CENTER OF HIGHWAY 20 AND 30 FEET EAST OF THE CENTER OF A BG1635'SAND TRACK ROAD. BG1635' BG1635'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, BG1635'STAMPED PORTLAND NO 1 1934, SET IN THE TOP OF A ROUND CONCRETE BG1635'MONUMENT WHICH PROJECTS ABOUT 8 INCHES. IT IS 84 FEET NORTH OF BG1635'THE CENTER OF HIGHWAY 20, 63 FEET EAST OF THE CENTER OF A GRADED BG1635'SAND ROAD AND 11 FEET NORTH OF A SAND TRACK ROAD. BG1635' BG1635'REFERENCE MARKS 2, 3 AND 4 ARE DESCRIBED IN THE RECOVERY NOTE BG1635'OF PORTLAND RM 2 1953. BG1635' BG1635'THIS STATION MARK IS 7 FEET SOUTH OF THE PORTLAND 1934 STATION, BG1635'(NOW DESTROYED). BG1635' BG1635'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. BG1635 BG1635 STATION RECOVERY (1967) BG1635 BG1635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JB) BG1635'RECOVERED ALL MARKS IN APPARENTLY GOOD CONDITION EXCEPT THE BG1635'NO. 1 R.M. WAS FOUND LEANING TOWARD THE STATION AND IT WAS SET BG1635'ERECT IN THE 1964 GIVEN DISTANCE AND DIRECTION. THE 1967 REPORT BG1635'OF THE LEVEL PARTY CONCERNING THIS NO. 1 R.M. INDICATED THAT BG1635'OTHER MARKS THAN NOS. 2 AND 3 R.M.S MAY HAVE BEEN OVERLOOKED, AND BG1635'SO LEVELS WERE RUN AT THIS TIME AS A LOOP OVER ALL THE MARKS BG1635'EXCEPT THE AZIMUTH MARK. THE 1964 AZ. MK. OBSERVED FROM NO. 2 BG1635'R.M. IS SUSPECTED DESTROYED, THE AZIMUTH FROM NO. 2 R.M. TO BG1635'THE 1934 AZ. MK. IS NOW OBSTRUCTED, AND THAT FROM SUBJECT BG1635'STATION TO THE 1934 AZ. MK. IS SUSPECTED INADEQUATELY BG1635'DETERMINED. BG1635' BG1635'ABOUT 2.2 MILES W ALONG NO. 20 FLORIDA HWY. FROM ITS W ONE OF BG1635'TWO JUNCTIONS WITH NO. 331 U.S. HWY. IN FREEPORT, ABOUT 130 YARDS BG1635'WNW OF T-INTERSECTION OF C/LS OF NOS. S 83 A AND 20 FLA. HWYS., BG1635'60 FEET NNE OF C/L OF 22-FOOT HWY. PAVEMENT, 17.7 FEET NE OF BG1635'CENTER OF NO. Z 49 TELEPHONE POLE, 5.3 FEET SE OF TRANSFORMER BG1635'POWER POLE, 3 FEET SSW OF THE LINE OF POLES, STANDARD DISK BG1635'STAMPED PORTLAND NO 2 1964 OF WHICH THE NO HAS BEEN SCRATCHED BG1635'OUT BY DOTS. BG1635'THE SURFACE MARK IS BG1635'ABOUT A FOOT UNDERGROUND. BG1635' BG1635'R.M. STAMPED PORTLAND NO 1 1934, PROJECTS 0.7 FOOT, IS BG1635'125.75 FEET (38.329 METERS) IN APPROX. AZ. S 80 DEG 28 MIN E FROM BG1635'THE STATION, 84 FEET NNE OF C/L OF HWY., 55 FEET SE OF C/L OF SAND BG1635'ROAD, AND 1.7 FEET NW OF STEEL WITNESS POST. BG1635' BG1635'R.M. STAMPED PORTLAND NO 2 1934, PROJECTS 0.7 FOOT, IS BG1635'IS 131.99 FEET (40.231 METERS) SSW IN APPROX. AZ. S 23 DEG 01 MIN W BG1635'FROM THE STATION, 72 FEET SSW OF C/L OF HWY., 30 FEET E OF C/L OF BG1635'SAND ROAD FROM THE S, AND 4.0. FEET W OF STEEL WITNESS POST. BG1635' BG1635'R.M. STAMPED PORTLAND NO 3 1964, PROJECTS 0.5 FOOT, BG1635'APPARENTLY IN GOOD CONDITION THE ARROW POINTS DIRECTLY TOWARD BG1635'NO. 2 R.M., IS 124.16 FEET (37.844 METERS) WSW IN APPROX. AZ. S 61 BG1635'DEG 16 MIN W FROM STATION, 35 FEET SSW OF C/L OF HWY., AND 7-1/2 BG1635'FEET S OF CENTER OF NO. Z 48 A 59 CREOSOTED TELEPHONE POLE. BG1635' BG1635'R.M. STAMPED PORTLAND 2 NO 4 1964, PROJECTS 0.6 FOOT, BG1635'IS 232.58 FEET (70.891 METERS) SSW IN APPROX. AZ. S 29 DEG 15 MIN W BG1635'FROM STATION, 172 FEET SSW OF C/L OF HWY., AND 21 FEET W OF BG1635'C/L OF SAND ROAD FROM THE S. BG1635' BG1635'R.M. STAMPED PORTLAND 2 NO 5 1964, PROJECTS 0.3 FOOT, BG1635'IS 107.27 FEET (32.696 METERS) NW IN APPROX. AZ. N 55 DEG 12 MIN W BG1635'FROM STATION, 86 FEET NNE OF C/L OF HWY., 102 FEET WNW OF BG1635'TRANSFORMER POWER POLE, AND 1.6 FEET NW OF STEEL WITNESS POST. BG1635' BG1635'AZ. MK. STAMPED PORTLAND AZIMUTH 1934,(REF. DISK), BG1635'PROJECTS 1.3 FEET, IS ABOUT 430 YARDS ESE IN APPROX. AZ. S 64 DEG BG1635'53 MIN E FROM STATION, 43 FEET SSW OF C/L OF HWY., 35 FEET W OF BG1635'PROJECTED C/L OF GRADED ROAD FROM THE N, 44 FEET W OF NO. A 53 BG1635'TELEPHONE POLE, AND 20 FEET W OF C/L OF THE E ONE OF TWO BG1635'DRIVEWAYS TO THE SAME HOUSE. BG1635' BG1635'SEE ALSO DESCRIPTIONS AND CURRENT R NOTE FOR PORTLAND BG1635'R.M. 2 WHICH WAS FIRST OCCUPIED IN 1953. BG1635' BG1635'ALL MARKS ARE NOW ALSO BENCH MARKS. BG1635' BG1635'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN BG1635'2.2 MILES E OF PORTLAND. BG1635 BG1635 STATION RECOVERY (1977) BG1635 BG1635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN) BG1635'STATION MARK, REFERENCE MARKS 1, 2, 3, 4, 5, AND AZIMUTH MARK 1934 BG1635'WERE RECOVERED AND FOUND IN GOOD CONDITION. THE STATION WAS BG1635'VISITED DUE TO REFERENCE MARK 3 AND AZIMUTH MARK 1934 IN LINE OF BG1635'CONSTRUCTION AND NEEDED TO BE MOVED. REFERENCE MARK 3 WAS BG1635'DESTROYED AND REFERENCE MARK 6 ESTABLISHED. THE AZIMUTH MARK BG1635'1934 WAS LOWERED 2.5 FEET DUE TO GRADE CUT AND BM J 29 1934 BG1635'WAS ALSO TIED IN. THE DISTANCE TO REFERENCE MARKS 1 AND 2 BG1635'CHECKED WITH THE ORIGINAL DESCRIPTION. REFERENCE MARK 5 BG1635'MEASURED .11 FEET OR .035 METERS SHORTER THAN THE ORIGINAL BG1635'DESCRIPTION. REFERENCE MARK 4 WAS MEASURED AT THIS TIME. BG1635'THE DIRECTION TO ALL REFERENCE MARKS CHECKED THE ORIGINAL BG1635'DESCRIPTION. DUE TO CHANGES, A COMPLETE NEW DESCRIPTION BG1635'FOLLOWS. BG1635' BG1635'STATION IS ABOUT 18 MILES EAST OF NICEVILLE, 14 MILES BG1635'SOUTH-SOUTHWEST OF DE FUNIAK SPRINGS, 2.2 MILES WEST-NORTHWEST OF BG1635'FREEPORT, 1.8 MILES EAST-SOUTHEAST OF PORTLAND AND ON THE BG1635'NORTH-NORTHEAST RIGHT-OF-WAY OF STATE HIGHWAY 20. BG1635' BG1635'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 331 BG1635'AND STATE HIGHWAY 20 AT FREEPORT, GO WEST-NORTHWEST ON STATE BG1635'HIGHWAY 20 FOR 2.2 MILES TO COUNTY ROAD C 83A ON LEFT. CONTINUE BG1635'AHEAD 0.05 MILE TO A SIDE ROAD ON LEFT AND STATION ON RIGHT. BG1635' BG1635'STATION MARK, A STANDARD DISK STAMPED PORTLAND 2 1964, IS SET BG1635'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS SET BG1635'12-INCHES BELOW THE GROUND SURFACE. IT IS 60 FEET BG1635'NORTH-NORTHEAST OF THE CENTER OF STATE HIGHWAY 20, 5.2 FEET BG1635'SOUTH-SOUTHEAST OF A POWER LINE POLE WITH A TRIANGLE CUT, 1 FOOT BG1635'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND 1 FOOT BG1635'NORTH-NORTHEAST OF A METAL WITNESS POST. BG1635' BG1635'REFERENCE MARK 1, A STANDARD DISK STAMPED PORTLAND NO 1 1934, BG1635'IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT BG1635'PROJECTS 10 INCHES ABOVE THE GROUND SURFACE. IT IS 84 FEET BG1635'NORTH-NORTHEAST OF THE CENTER OF HIGHWAY 20, 23 FEET BG1635'NORTH-NORTHEAST OF THE CENTER OF ELECTRIC POWER LINES AND 1.7 FEET BG1635'NORTHWEST OF A METAL WITNESS POST. BG1635' BG1635'REFERENCE MARK 2, A STANDARD DISK STAMPED PORTLAND NO 2 1934, BG1635'IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT BG1635'PROJECTS 7 INCHES ABOVE THE GROUND SURFACE. IT IS 80 FEET EAST BG1635'OF A TELEPHONE POLE, 72.5 FEET SOUTH-SOUTHWEST OF THE CENTER OF BG1635'HIGHWAY 20, 28 FEET EAST OF THE CENTER OF THE TRACK ROAD, 4 BG1635'FEET WEST OF A METAL WITNESS POST AND 2 FEET EAST OF A METAL BG1635'WITNESS POST. BG1635' BG1635'REFERENCE MARK 4, A STANDARD DISK STAMPED PORTLAND 2 NO 4 BG1635'1964, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT BG1635'THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE. IT IS 170.5 BG1635'FEET SOUTH-SOUTHWEST OF THE CENTER OF STATE HIGHWAY 20, 22 FEET BG1635'WEST OF THE CENTER OF THE SAND ROAD, 18.5 FEET EAST OF A 4 BY 4 BG1635'INCH CONCRETE PROPERTY POST AND 2.2 FEET EAST OF A METAL WITNESS BG1635'POST. BG1635' BG1635'REFERENCE MARK 5, A STANDARD DISK STAMPED PORTLAND 2 NO 5 BG1635'1964, IS SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT THAT BG1635'PROJECTS 2-INCHES ABOVE THE GROUND SURFACE. IT IS 85.5 FEET BG1635'NORTH-NORTHEAST OF THE CENTER OF HIGHWAY 20, 102 FEET NORTHWEST BG1635'OF THE POWER LINE POLE AT STATION MARK, 24.5 FEET NORTH-NORTHEAST BG1635'OF THE CENTER OF THE ELECTRIC POWER LINES AND 1.7 FEET BG1635'WEST-NORTHWEST OF A METAL WITNESS POST. BG1635' BG1635'REFERENCE MARK 6, A STANDARD DISK STAMPED PORTLAND 2 1964 NO 6 BG1635'1977, IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT BG1635'THAT IS SET FLUSH WITH THE GROUND SURFACE. IT IS 49 FEET BG1635'SOUTH-SOUTHWEST OF THE CENTER OF HIGHWAY 20, 1.4 FEET BG1635'EAST-SOUTHEAST OF A METAL WITNESS POST AND 1.4 FEET WEST-NORTHWEST BG1635'OF A TELEPHONE POLE. BG1635' BG1635'AZIMUTH MARK, A STANDARD DISK STAMPED PORTLAND 1934 1978, IS BG1635'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET BG1635'FLUSH WITH THE GROUND SURFACE. IT IS 110.5 FEET NORTHEAST OF BG1635'THE NORTHEAST CORNER OF THE BRICK PORCH OF FRAME HOUSE, 43 FEET BG1635'SOUTH-SOUTHWEST OF THE CENTER OF HIGHWAY 20, 38.5 FEET BG1635'WEST-NORTHWEST OF A TELEPHONE POLE, AND 8.5 FEET NORTH-NORTHEAST BG1635'OF A PROJECTED FENCE LINE TO THE EAST. BG1635' BG1635'BENCH MARK J 29, IS A STANDARD DISK STAMPED J 29 1934, IS SET BG1635'IN THE TOP OF A CONCRETE POST THAT IS SET FLUSH WITH THE BG1635'GROUND. IT IS 51 FEET SOUTH-SOUTHWEST OF THE CENTER OF HIGHWAY BG1635'20, 91 FEET WEST AND ACROSS THE GRADED ROAD FROM A BG1635'FENCE CORNER, 267 FEET EAST-SOUTHEAST OF PORTLAND AZIMUTH MARK, BG1635'1 FOOT EAST OF A METAL WITNESS POST AND 1 FOOT NORTH-NORTHEAST BG1635'OF THE WIRE FENCE. BG1635' BG1635'TO REACH THE AZIMUTH MARK AND BENCH MARK J 29 FROM STATION, GO BG1635'EAST-SOUTHEAST ON HIGHWAY 20 FOR 0.3 MILE TO AZIMUTH MARK ON BG1635'RIGHT. CONTINUE EAST-SOUTHEAST FOR 267 FEET TO BENCH MARK BG1635'J 29 1934 ON RIGHT. BG1635' BG1635'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN BG1635'2.2 MILES WEST-NORTHWEST OF FREEPORT. BG1635 BG1635 STATION RECOVERY (1981) BG1635 BG1635'RECOVERY NOTE BY FL DEPT OF NAT RES 1981 (JWM) BG1635'PORTLAND 2 1964 RECOVERED IN GOOD CONDITION. BG1635' BG1635'THE STATION, R.M. 1, RM2, RM4, RM5, RM6, BM J 29 AND THE AZIMUTH MARK BG1635'RESET WERE RECOVERED AS DESCRIBED. BG1635' BG1635'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.2 MILES WEST-NORTHWEST BG1635'OF FREEPORT. BG1635 BG1635 STATION RECOVERY (1982) BG1635 BG1635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN) BG1635'2.2 MILES (3.5 KM) WEST-NORTHWEST ALONG STATE HIGHWAY 20 FROM ITS BG1635'JUNCTION WITH US HIGHWAY 331 IN FREEPORT, 0.05 MILE (0.08 KM) BG1635'WEST-NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 20 AND COUNTY ROAD C BG1635'83A, 60.0 FEET (18.3 M) NORTH-NORTHEAST OF THE CENTER OF STATE HIGHWAY BG1635'20, 5.2 FEET (1.6 M) SOUTHEAST OF A POWERLINE POLE WITH TRIANGLE BLAZE BG1635'AND 107.24 FEET (32.69 M) SOUTHEAST OF REFERENCE MARK 5. BG1635 BG1635 STATION RECOVERY (1988) BG1635 BG1635'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWM) BG1635'RECOVERED IN GOOD CONDITION. BG1635 BG1635 STATION RECOVERY (1994) BG1635 BG1635'RECOVERY NOTE BY US POWER SQUADRON 1994 BG1635'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG1628 *********************************************************************** BG1628 DESIGNATION - PORTLAND 2 RM 5 BG1628 PID - BG1628 BG1628 STATE/COUNTY- FL/WALTON BG1628 USGS QUAD - PORTLAND (1984) BG1628 BG1628 *CURRENT SURVEY CONTROL BG1628 ___________________________________________________________________ BG1628* NAD 83(1986)- 30 30 35. (N) 086 10 13. (W) SCALED BG1628* NAVD 88 - 20.79 (meters) 68.2 (feet) RESET BG1628 ___________________________________________________________________ BG1628 GEOID HEIGHT- -27.41 (meters) GEOID99 BG1628 BG1628 VERT ORDER - THIRD BG1628 BG1628.The horizontal coordinates were scaled from a topographic map and have BG1628.an estimated accuracy of +/- 6 seconds. BG1628 BG1628.The orthometric height was computed from unverified reset data. BG1628 BG1628.The geoid height was determined by GEOID99. BG1628 BG1628; North East Units Estimated Accuracy BG1628;SPC FL N - 168,530. 439,680. MT (+/- 180 meters Scaled) BG1628 BG1628 SUPERSEDED SURVEY CONTROL BG1628 BG1628 NGVD 29 - 20.91 (m) 68.6 (f) RESET 3 BG1628 BG1628.Superseded values are not recommended for survey control. BG1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG1628.See file dsdata.txt to determine how the superseded data were derived. BG1628 BG1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU796755(NAD 83) BG1628_MARKER: DR = REFERENCE MARK DISK BG1628_SETTING: 0 = UNSPECIFIED SETTING BG1628_STAMPING: PORTLAND 2 NO 5 1964 BG1628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY BG1628 BG1628 HISTORY - Date Condition Report By BG1628 HISTORY - 1964 MONUMENTED CGS BG1628 HISTORY - 1967 GOOD NGS BG1628 HISTORY - 1975 GOOD NGS BG1628 HISTORY - 1981 GOOD NGS BG1628 HISTORY - 19941227 POOR USPSQD BG1628 BG1628 STATION DESCRIPTION BG1628 BG1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 BG1628'2.2 MI W FROM FREEPORT. BG1628'ABOUT 2.2 MILES W ALONG NO. 20 FLORIDA HWY. FROM ITS W ONE OF BG1628'TWO JUNCTIONS WITH NO. 331 U.S. HWY. IN FREEPORT, ABOUT 165 YARDS BG1628'WNW OF T-INTERSECTION OF C/LS. OF NOS. 20 AND S 83 A FLORIDA BG1628'HWYS., 86 FEET NNE OF C/L OF 22-FOOT HWY. PAVEMENT, 102 FEET BG1628'WNW OF TRANSFORMER POWER POLE, AND 1.6 FEET NW OF STEEL WITNESS BG1628'POST. THE MARK PROJECTS 0.3 FOOT ABOVE GROUND. BG1628 BG1628 STATION RECOVERY (1975) BG1628 BG1628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 BG1628'RECOVERED IN GOOD CONDITION. BG1628 BG1628 STATION RECOVERY (1981) BG1628 BG1628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 BG1628'RECOVERED IN GOOD CONDITION. BG1628 BG1628 STATION RECOVERY (1994) BG1628 BG1628'RECOVERY NOTE BY US POWER SQUADRON 1994 BG1628'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG3415 *********************************************************************** BG3415 DESIGNATION - PORTLAND 2 RM 6 BG3415 PID - BG3415 BG3415 STATE/COUNTY- FL/WALTON BG3415 USGS QUAD - PORTLAND (1984) BG3415 BG3415 *CURRENT SURVEY CONTROL BG3415 ___________________________________________________________________ BG3415* NAD 83(1986)- 30 30 35. (N) 086 10 12. (W) SCALED BG3415* NAVD 88 - 20.81 (+/-2cm) 68.3 (feet) VERTCON BG3415 ___________________________________________________________________ BG3415 GEOID HEIGHT- -27.41 (meters) GEOID99 BG3415 BG3415 VERT ORDER - THIRD (See Below) BG3415 BG3415.The horizontal coordinates were scaled from a topographic map and have BG3415.an estimated accuracy of +/- 6 seconds. BG3415 BG3415.The NAVD 88 height was computed by applying the VERTCON shift value to BG3415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BG3415.The vertical order pertains to the superseded datum. BG3415 BG3415.The geoid height was determined by GEOID99. BG3415 BG3415; North East Units Estimated Accuracy BG3415;SPC FL N - 168,530. 439,710. MT (+/- 180 meters Scaled) BG3415 BG3415 SUPERSEDED SURVEY CONTROL BG3415 BG3415 NGVD 29 - 20.92 (m) 68.6 (f) RESET 3 BG3415 BG3415.Superseded values are not recommended for survey control. BG3415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG3415.See file dsdata.txt to determine how the superseded data were derived. BG3415 BG3415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU796755(NAD 83) BG3415_MARKER: DR = REFERENCE MARK DISK BG3415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG3415_STAMPING: PORTLAND 2 1964 NO 6 1977 BG3415_PROJECTION: FLUSH BG3415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG3415+STABILITY: SURFACE MOTION BG3415 BG3415 HISTORY - Date Condition Report By BG3415 HISTORY - 1977 MONUMENTED NGS BG3415 HISTORY - 1981 GOOD NGS BG3415 BG3415 STATION DESCRIPTION BG3415 BG3415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 BG3415'2.2 MI WNW FROM FREEPORT. BG3415'2.2 MILES WEST-NORTHWEST ALONG STATE HIGHWAY 20 FROM ITS JUNCTION BG3415'WITH U.S. HIGHWAY 331 AT FREEPORT, 0.05 MILE WEST-NORTHWEST OF BG3415'THE JUNCTION OF STATE HIGHWAY 20 AND COUNTRY ROAD C83A, 49.0 FEET BG3415'SOUTH OF THE CENTER OF STATE HIGHWAY 20, 78.5 FEET EAST OF STATION BG3415'PORTLAND RM 2 1953, AND 1.4 FEET WEST-NORTHWEST OF A TELEPHONE POLE. BG3415'THE MARK IS 1.4 FT ESE FROM A WITNESS POST. BG3415 BG3415 STATION RECOVERY (1981) BG3415 BG3415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 BG3415'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG3423 *********************************************************************** BG3423 DESIGNATION - PORTLAND AZ MK RESET BG3423 PID - BG3423 BG3423 STATE/COUNTY- FL/WALTON BG3423 USGS QUAD - PORTLAND (1984) BG3423 BG3423 *CURRENT SURVEY CONTROL BG3423 ___________________________________________________________________ BG3423* NAD 83(1986)- 30 30 31. (N) 086 09 58. (W) SCALED BG3423* NAVD 88 - 19.19 (+/-2cm) 63.0 (feet) VERTCON BG3423 ___________________________________________________________________ BG3423 GEOID HEIGHT- -27.41 (meters) GEOID99 BG3423 BG3423 VERT ORDER - THIRD (See Below) BG3423 BG3423.The horizontal coordinates were scaled from a topographic map and have BG3423.an estimated accuracy of +/- 6 seconds. BG3423 BG3423.The NAVD 88 height was computed by applying the VERTCON shift value to BG3423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BG3423.The vertical order pertains to the superseded datum. BG3423 BG3423.The geoid height was determined by GEOID99. BG3423 BG3423; North East Units Estimated Accuracy BG3423;SPC FL N - 168,400. 440,080. MT (+/- 180 meters Scaled) BG3423 BG3423 SUPERSEDED SURVEY CONTROL BG3423 BG3423 NGVD 29 - 19.30 (m) 63.3 (f) RESET 3 BG3423 BG3423.Superseded values are not recommended for survey control. BG3423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG3423.See file dsdata.txt to determine how the superseded data were derived. BG3423 BG3423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU800754(NAD 83) BG3423_MARKER: DZ = AZIMUTH MARK DISK BG3423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG3423_STAMPING: PORTLAND 1934 1978 BG3423_PROJECTION: FLUSH BG3423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG3423+STABILITY: SURFACE MOTION BG3423 BG3423 HISTORY - Date Condition Report By BG3423 HISTORY - 1978 MONUMENTED NGS BG3423 HISTORY - 1981 GOOD NGS BG3423 BG3423 STATION DESCRIPTION BG3423 BG3423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 BG3423'6.2 MI WEST FROM FREEPORT. BG3423'6.2 MILES WEST ALONG STATE HIGHWAY 20 FROM ITS JUNCTION WITH U.S. BG3423'HIGHWAY 331 IN FREEPORT, 110.5 FEET NORTHEAST OF THE NORTHEAST CORNER BG3423'OF WOOD FRAME HOUSE, 44.0 FEET SOUTH-SOUTHWEST OF CENTER OF HIGHWAY BG3423'20, 39.5 FEET WEST-NORTHWEST OF TELEPHONE POLE, 8.5 FEET BG3423'NORTH-NORTHEAST OF APROJECTED FENCE LINE TO EAST, AND 5.5 FEET BG3423'SOUTH-SOUTHWEST OF SOUTHEAST CORNER OF WEST CONCRETE CULVERT UNDER BG3423'DRIVEWAY TO HOUSE. BG3423 BG3423 STATION RECOVERY (1981) BG3423 BG3423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 BG3423'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG3414 *********************************************************************** BG3414 DESIGNATION - PORTLAND RM 2 AZ MK RESET BG3414 PID - BG3414 BG3414 STATE/COUNTY- FL/WALTON BG3414 USGS QUAD - PORTLAND (1984) BG3414 BG3414 *CURRENT SURVEY CONTROL BG3414 ___________________________________________________________________ BG3414* NAD 83(1986)- 30 30 44. (N) 086 10 36. (W) SCALED BG3414* NAVD 88 - 10.04 (+/-2cm) 32.9 (feet) VERTCON BG3414 ___________________________________________________________________ BG3414 GEOID HEIGHT- -27.40 (meters) GEOID99 BG3414 BG3414 VERT ORDER - THIRD (See Below) BG3414 BG3414.The horizontal coordinates were scaled from a topographic map and have BG3414.an estimated accuracy of +/- 6 seconds. BG3414 BG3414.The NAVD 88 height was computed by applying the VERTCON shift value to BG3414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BG3414.The vertical order pertains to the superseded datum. BG3414 BG3414.The geoid height was determined by GEOID99. BG3414 BG3414; North East Units Estimated Accuracy BG3414;SPC FL N - 168,810. 439,070. MT (+/- 180 meters Scaled) BG3414 BG3414 SUPERSEDED SURVEY CONTROL BG3414 BG3414 NGVD 29 - 10.15 (m) 33.3 (f) RESET 3 BG3414 BG3414.Superseded values are not recommended for survey control. BG3414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG3414.See file dsdata.txt to determine how the superseded data were derived. BG3414 BG3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU789758(NAD 83) BG3414_MARKER: DB = BENCH MARK DISK BG3414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG3414_STAMPING: PORTLAND RM 2 1934 AZ RESET 1977 BG3414_PROJECTION: FLUSH BG3414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG3414+STABILITY: SURFACE MOTION BG3414 BG3414 HISTORY - Date Condition Report By BG3414 HISTORY - 1977 MONUMENTED NGS BG3414 BG3414 STATION DESCRIPTION BG3414 BG3414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 BG3414'2.6 MI WNW FROM FREEPORT. BG3414'2.6 MILES WEST-NORTHWEST ALONG STATE HIGHWAY 20 FROM ITS JUNCTION BG3414'WITH U.S. HIGHWAY 331 LEADING NORTH AT FREEPORT, 1.05 MILES BG3414'EAST-SOUTHEAST ALONG HIGHWAY 20 FROM ROAD LEADING NORTH IN PORTLAND, BG3414'0.5 MILE WEST -NORTHWEST OF THE JUNCTION OF C 83A AND HIGHWAY 20, BG3414'0.1 MILE NORTHWEST OF CULVERT UNDER HIGHWAY, 101.0 FEET BG3414'NORTH-NORTHEAST OF THE CENTER OF HIGHWAY 20, 35.0 FEET BG3414'NORTH-NORTHEAST OF THE CENTER OF A ELECTRIC POWERLINE, AND 1.0 FOOT BG3414'NORTH-NORTHEAST OF THE RIGHT-OF-WAY MARKER. BG3414'THE MARK IS 1.7 FT W FROM A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG4859 *********************************************************************** BG4859 DESIGNATION - R 100 RESET BG4859 PID - BG4859 BG4859 STATE/COUNTY- FL/WALTON BG4859 USGS QUAD - POINT WASHINGTON (1992) BG4859 BG4859 *CURRENT SURVEY CONTROL BG4859 ___________________________________________________________________ BG4859* NAD 83(1986)- 30 18 03. (N) 086 04 50. (W) SCALED BG4859* NAVD 88 - 9.79 (meters) 32.1 (feet) RESET BG4859 ___________________________________________________________________ BG4859 GEOID HEIGHT- -27.36 (meters) GEOID99 BG4859 BG4859 VERT ORDER - THIRD BG4859 BG4859.The horizontal coordinates were scaled from a topographic map and have BG4859.an estimated accuracy of +/- 6 seconds. BG4859 BG4859.The orthometric height was computed from unverified reset data. BG4859.No vertical observational check was made to the station. BG4859 BG4859.The geoid height was determined by GEOID99. BG4859 BG4859; North East Units Estimated Accuracy BG4859;SPC FL N - 145,250. 447,970. MT (+/- 180 meters Scaled) BG4859 BG4859 SUPERSEDED SURVEY CONTROL BG4859 BG4859.No superseded survey control is available for this station. BG4859 BG4859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU884524(NAD 83) BG4859_MARKER: DD = SURVEY DISK BG4859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG4859_STAMPING: WALTON R-100 RESET 1980 BG4859_MARK LOGO: FLDNR BG4859_PROJECTION: PROJECTING 25 CENTIMETERS BG4859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG4859+STABILITY: SURFACE MOTION BG4859 BG4859 HISTORY - Date Condition Report By BG4859 HISTORY - 1980 MONUMENTED FLDNR BG4859 BG4859 STATION DESCRIPTION BG4859 BG4859'DESCRIBED BY FL DEPT OF NAT RES 1980 BG4859'5.8 KM (3.60 MI) SE FROM SEAGROVE BEACH. BG4859'FROM THE INTERSECTION OF STATE ROAD 395 AND STATE ROAD 30A, IN THE BG4859'SMALL VILLAGE OF SEAGROVE BEACH, GO EASTERLY ON STATE ROAD 30A FOR BG4859'1.6 MILES TO A Y INTERSECTION, TAKE THE RIGHT FORK AND GO SOUTHEAST BG4859'ON THE PAVED ROAD FOR 0.5 MILE TO THE BEACH, CONTINUE SOUTHEAST ALONG BG4859'THE BEACH FOR 1.5 MILES AND THE MARK ON TOP OF A SAND DUNE, 17 FEET BG4859'SOUTH OF THE NORTH EDGE OF THE DUNE AND 16 FEET NORTH OF THE SOUTH BG4859'EDGE OF THE DUNE. BG4859'THE MARK IS 0.3 METERS N FROM A WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG0188 *********************************************************************** BG0188 DESIGNATION - TT 1 D USGS RESET 1976 BG0188 PID - BG0188 BG0188 STATE/COUNTY- FL/WALTON BG0188 USGS QUAD - PORTLAND (1984) BG0188 BG0188 *CURRENT SURVEY CONTROL BG0188 ___________________________________________________________________ BG0188* NAD 83(1986)- 30 30 42. (N) 086 11 38. (W) SCALED BG0188* NAVD 88 - 7.00 (+/-2cm) 23.0 (feet) VERTCON BG0188 ___________________________________________________________________ BG0188 GEOID HEIGHT- -27.39 (meters) GEOID99 BG0188 BG0188 VERT ORDER - THIRD (See Below) BG0188 BG0188.The horizontal coordinates were scaled from a topographic map and have BG0188.an estimated accuracy of +/- 6 seconds. BG0188 BG0188.The NAVD 88 height was computed by applying the VERTCON shift value to BG0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BG0188.The vertical order pertains to the superseded datum. BG0188 BG0188.The geoid height was determined by GEOID99. BG0188 BG0188; North East Units Estimated Accuracy BG0188;SPC FL N - 168,770. 437,420. MT (+/- 180 meters Scaled) BG0188 BG0188 SUPERSEDED SURVEY CONTROL BG0188 BG0188 NGVD 29 - 7.12 (m) 23.4 (f) RESET 3 BG0188 BG0188.Superseded values are not recommended for survey control. BG0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG0188.See file dsdata.txt to determine how the superseded data were derived. BG0188 BG0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU773757(NAD 83) BG0188_MARKER: DD = SURVEY DISK BG0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG0188_STAMPING: TT 1 D RESET 1976 BG0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG0188+STABILITY: SURFACE MOTION BG0188 BG0188 HISTORY - Date Condition Report By BG0188 HISTORY - 1976 MONUMENTED NGS BG0188 BG0188 STATION DESCRIPTION BG0188 BG0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 BG0188'3.7 MI W FROM FREEPORT. BG0188'3.7 MILES WEST ALONG STATE HIGHWAY 20 FROM ITS JUNCTION WITH U.S. BG0188'HIGHWAY 331 IN FREEPORT, 132 FEET NORTHEAST OF CENTER OF SURFACED BG0188'ROAD TO THE NORTHWEST, 118 FEET SOUTHEAST OF THE SOUTHEAST CORNER BG0188'OF A HOUSE, 131 FEET NORTHEAST OF THE CENTER OF JUNCTION OF BG0188'HIGHWAY 20 AND SURFACED ROAD TO NORTHWEST, 87 FEET NORTH OF BG0188'JUNCTION OF HIGHWAY 20 AND DRIVEWAY TO SOUTHEAST, 58.5 FEET BG0188'NORTH-NORTHWEST OF CENTER OF STATE HIGHWAY 20, 12 FEET EAST OF BG0188'A 10-INCH CEDAR TREE, 1.7 FEET EAST OF A METAL WITNESS POST AND BG0188'A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT SET BG0188'FLUSH WITH GROUND. NOTE-- THIS MARK CAN BE FOUND WITH A METAL BG0188'DETECTOR. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG0215 *********************************************************************** BG0215 DESIGNATION - TT 30 D USGS RESET 1975 BG0215 PID - BG0215 BG0215 STATE/COUNTY- FL/WALTON BG0215 USGS QUAD - CHOCTAW BEACH (1994) BG0215 BG0215 *CURRENT SURVEY CONTROL BG0215 ___________________________________________________________________ BG0215* NAD 83(1986)- 30 28 56. (N) 086 17 01. (W) SCALED BG0215* NAVD 88 - 4.12 (+/-2cm) 13.5 (feet) VERTCON BG0215 ___________________________________________________________________ BG0215 GEOID HEIGHT- -27.29 (meters) GEOID99 BG0215 BG0215 VERT ORDER - THIRD (See Below) BG0215 BG0215.The horizontal coordinates were scaled from a topographic map and have BG0215.an estimated accuracy of +/- 6 seconds. BG0215 BG0215.The NAVD 88 height was computed by applying the VERTCON shift value to BG0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BG0215.The vertical order pertains to the superseded datum. BG0215 BG0215.The geoid height was determined by GEOID99. BG0215 BG0215; North East Units Estimated Accuracy BG0215;SPC FL N - 165,640. 428,760. MT (+/- 180 meters Scaled) BG0215 BG0215 SUPERSEDED SURVEY CONTROL BG0215 BG0215 NGVD 29 - 4.24 (m) 13.9 (f) RESET 3 BG0215 BG0215.Superseded values are not recommended for survey control. BG0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG0215.See file dsdata.txt to determine how the superseded data were derived. BG0215 BG0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU687724(NAD 83) BG0215_MARKER: DD = SURVEY DISK BG0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG0215_STAMPING: TT 30 D RESET 1975 BG0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG0215+STABILITY: SURFACE MOTION BG0215 BG0215 HISTORY - Date Condition Report By BG0215 HISTORY - 1975 MONUMENTED NGS BG0215 HISTORY - 19990603 GOOD USPSQD BG0215 BG0215 STATION DESCRIPTION BG0215 BG0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 BG0215'2.2 MI W FROM BASIN BAYOU. BG0215'9.85 MILES WEST ALONG STATE HIGHWAY 20 FROM ITS JUNCTION WITH BG0215'U.S. HIGHWAY 331 IN FREEPORT, 2.15 MILES WEST ALONG STATE BG0215'HIGHWAY 20 FROM THE BASIN BAYOU BRIDGE IN BASIN BAYOU, 0.3 MILE BG0215'EAST OF THE TROUT CREEK BRIDGE, 75 YARDS NORTHEAST OF THE BG0215'JUNCTION OF STATE HIGHWAY 20 AND ROAD 212 LEADING NORTH, 116.5 BG0215'FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK BG0215'HOUSE, 49.5 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 50, 28 BG0215'FEET EAST OF THE CENTER OF DRIVEWAY, 2 FEET NORTHWEST OF A METAL BG0215'WITNESS POST, 1 FOOT NORTHWEST OF A FENCE CORNER AND A STANDARD BG0215'DISK SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT THAT BG0215'IS SET 1-INCH BELOW THE GROUND SURFACE. SECTION 19, T 1 S, R BG0215'20 W. BG0215 BG0215 STATION RECOVERY (1999) BG0215 BG0215'RECOVERY NOTE BY US POWER SQUADRON 1999 BG0215'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG2237 *********************************************************************** BG2237 DESIGNATION - TT 61 D USGS RESET 1961 BG2237 PID - BG2237 BG2237 STATE/COUNTY- FL/WALTON BG2237 USGS QUAD - GRAYTON BEACH (1976) BG2237 BG2237 *CURRENT SURVEY CONTROL BG2237 ___________________________________________________________________ BG2237* NAD 83(1986)- 30 22 25. (N) 086 13 48. (W) SCALED BG2237* NAVD 88 - 4.60 (meters) 15.1 (feet) RESET BG2237 ___________________________________________________________________ BG2237 GEOID HEIGHT- -27.26 (meters) GEOID99 BG2237 BG2237 VERT ORDER - THIRD BG2237 BG2237.The horizontal coordinates were scaled from a topographic map and have BG2237.an estimated accuracy of +/- 6 seconds. BG2237 BG2237.The orthometric height was computed from unverified reset data. BG2237 BG2237.The geoid height was determined by GEOID99. BG2237 BG2237; North East Units Estimated Accuracy BG2237;SPC FL N - 153,520. 433,720. MT (+/- 180 meters Scaled) BG2237 BG2237 SUPERSEDED SURVEY CONTROL BG2237 BG2237 NGVD 29 - 4.71 (m) 15.5 (f) RESET 3 BG2237 BG2237.Superseded values are not recommended for survey control. BG2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG2237.See file dsdata.txt to determine how the superseded data were derived. BG2237 BG2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU739604(NAD 83) BG2237_MARKER: DB = BENCH MARK DISK BG2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG2237_STAMPING: TT61D USGS RESET 1961 BG2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG2237+STABILITY: SURFACE MOTION BG2237 BG2237 HISTORY - Date Condition Report By BG2237 HISTORY - 1961 MONUMENTED USGS BG2237 HISTORY - 1961 GOOD NGS BG2237 HISTORY - 1990 MARK NOT FOUND USPSQD BG2237 HISTORY - 19931223 MARK NOT FOUND USPSQD BG2237 BG2237 STATION DESCRIPTION BG2237 BG2237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 BG2237'0.1 MI W FROM SANTA ROSA BEACH. BG2237'0.1 MILE WEST ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE AT BG2237'SANTA ROSA BEACH, AT AN INTERSECTION WITH A NORTH AND SOUTH BG2237'OILED ROAD, 71 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY, BG2237'27 FT. EAST OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD, BG2237'27 FT. SOUTH OF TELEPHONE POLE 503-106, 1.1 FT. EAST OF A STEEL BG2237'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS BG2237'0.2 FT. ABOVE THE GROUND. BG2237 BG2237 STATION RECOVERY (1990) BG2237 BG2237'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDW) BG2237'MARK NOT FOUND. BG2237 BG2237 STATION RECOVERY (1993) BG2237 BG2237'RECOVERY NOTE BY US POWER SQUADRON 1993 BG2237'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG2246 *********************************************************************** BG2246 DESIGNATION - V 177 RESET 1961 BG2246 PID - BG2246 BG2246 STATE/COUNTY- FL/WALTON BG2246 USGS QUAD - GRAYTON BEACH (1976) BG2246 BG2246 *CURRENT SURVEY CONTROL BG2246 ___________________________________________________________________ BG2246* NAD 83(1986)- 30 22 00. (N) 086 10 51. (W) SCALED BG2246* NAVD 88 - 5.33 (meters) 17.5 (feet) RESET BG2246 ___________________________________________________________________ BG2246 GEOID HEIGHT- -27.31 (meters) GEOID99 BG2246 BG2246 VERT ORDER - THIRD BG2246 BG2246.The horizontal coordinates were scaled from a topographic map and have BG2246.an estimated accuracy of +/- 6 seconds. BG2246 BG2246.The orthometric height was computed from unverified reset data. BG2246 BG2246.The geoid height was determined by GEOID99. BG2246 BG2246; North East Units Estimated Accuracy BG2246;SPC FL N - 152,680. 438,440. MT (+/- 180 meters Scaled) BG2246 BG2246 SUPERSEDED SURVEY CONTROL BG2246 BG2246 NGVD 29 - 5.44 (m) 17.8 (f) RESET 3 BG2246 BG2246.Superseded values are not recommended for survey control. BG2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG2246.See file dsdata.txt to determine how the superseded data were derived. BG2246 BG2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU787597(NAD 83) BG2246_MARKER: DB = BENCH MARK DISK BG2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG2246_STAMPING: V177 RESET 1961 BG2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG2246+STABILITY: SURFACE MOTION BG2246 BG2246 HISTORY - Date Condition Report By BG2246 HISTORY - 1961 MONUMENTED CGS BG2246 HISTORY - 19910423 MARK NOT FOUND USPSQD BG2246 HISTORY - 19931227 MARK NOT FOUND USPSQD BG2246 BG2246 STATION DESCRIPTION BG2246 BG2246'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 BG2246'2.8 MI E FROM SANTA ROSA BEACH. BG2246'2.8 MILES EAST ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE AT BG2246'SANTA ROSA BEACH, AT A JUNCTION WITH U.S. HIGHWAY 331, 110 FT. BG2246'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 98, 67 FEET WEST OF THE BG2246'CENTER LINE OF U.S. HIGHWAY 331, 1.4 FT. WEST OF A STEEL WITNESS BG2246'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FT. BG2246'ABOVE THE GROUND. BG2246 BG2246 STATION RECOVERY (1991) BG2246 BG2246'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW) BG2246'MARK NOT FOUND. BG2246 BG2246 STATION RECOVERY (1993) BG2246 BG2246'RECOVERY NOTE BY US POWER SQUADRON 1993 BG2246'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG1640 *********************************************************************** BG1640 DESIGNATION - V 85 RESET 1955 BG1640 PID - BG1640 BG1640 STATE/COUNTY- FL/WALTON BG1640 USGS QUAD - PORTLAND (1984) BG1640 BG1640 *CURRENT SURVEY CONTROL BG1640 ___________________________________________________________________ BG1640* NAD 83(1986)- 30 30 58. (N) 086 07 51. (W) SCALED BG1640* NAVD 88 - 19.73 (meters) 64.7 (feet) RESET BG1640 ___________________________________________________________________ BG1640 GEOID HEIGHT- -27.44 (meters) GEOID99 BG1640 BG1640 VERT ORDER - THIRD BG1640 BG1640.The horizontal coordinates were scaled from a topographic map and have BG1640.an estimated accuracy of +/- 6 seconds. BG1640 BG1640.The orthometric height was computed from unverified reset data. BG1640.No vertical observational check was made to the station. BG1640 BG1640.The geoid height was determined by GEOID99. BG1640 BG1640; North East Units Estimated Accuracy BG1640;SPC FL N - 169,180. 443,480. MT (+/- 180 meters Scaled) BG1640 BG1640 SUPERSEDED SURVEY CONTROL BG1640 BG1640 NGVD 29 - 19.84 (m) 65.1 (f) RESET 3 BG1640 BG1640.Superseded values are not recommended for survey control. BG1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG1640.See file dsdata.txt to determine how the superseded data were derived. BG1640 BG1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU833762(NAD 83) BG1640_MARKER: DB = BENCH MARK DISK BG1640_SETTING: 0 = UNSPECIFIED SETTING BG1640_STAMPING: V 85 RESET 1955 BG1640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY BG1640 BG1640 HISTORY - Date Condition Report By BG1640 HISTORY - 1955 MONUMENTED FL-131 BG1640 HISTORY - 19951107 GOOD USPSQD BG1640 BG1640 STATION DESCRIPTION BG1640 BG1640'DESCRIBED BY WALTON COUNTY FLORIDA 1955 BG1640'1.3 MI N FROM FREEPORT. BG1640'1.3 MILES NORTH ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF STATE BG1640'HIGHWAY 20 AT FREEPORT, 0.3 MILE NORTH OF THE JUNCTION OF A BG1640'PROMINENT DRIVE LEADING WEST TO A TWO-STORY FARMHOUSE, 57.3 FEET BG1640'WEST OF THE CENTERLINE OF THE HIGHWAY, SET ON A LINE PASSING BG1640'THROUGH TWO CONCRETE MONUMENTS MARKED AAC AND PAINTED YELLOW, BG1640'118.5 FEET WEST OF ONE OF THE MONUMENTS AND IS LOCATED N 16-25 BG1640'W AND 32.6 FEET FROM THE LOCATION OF THE ORIGINAL MARK. BG1640 BG1640 STATION RECOVERY (1995) BG1640 BG1640'RECOVERY NOTE BY US POWER SQUADRON 1995 BG1640'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG1421 *********************************************************************** BG1421 DESIGNATION - W 10 RESET 1972 BG1421 PID - BG1421 BG1421 STATE/COUNTY- FL/WALTON BG1421 USGS QUAD - DE FUNIAK SPRINGS EAST (1987) BG1421 BG1421 *CURRENT SURVEY CONTROL BG1421 ___________________________________________________________________ BG1421* NAD 83(1986)- 30 43 09. (N) 086 06 43. (W) SCALED BG1421* NAVD 88 - 79.48 (meters) 260.8 (feet) RESET BG1421 ___________________________________________________________________ BG1421 GEOID HEIGHT- -27.40 (meters) GEOID99 BG1421 BG1421 VERT ORDER - THIRD BG1421 BG1421.The horizontal coordinates were scaled from a topographic map and have BG1421.an estimated accuracy of +/- 6 seconds. BG1421 BG1421.The orthometric height was computed from unverified reset data. BG1421 BG1421.The geoid height was determined by GEOID99. BG1421 BG1421; North East Units Estimated Accuracy BG1421;SPC FL N - 191,660. 445,610. MT (+/- 180 meters Scaled) BG1421 BG1421 SUPERSEDED SURVEY CONTROL BG1421 BG1421.No superseded survey control is available for this station. BG1421 BG1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU850988(NAD 83) BG1421_MARKER: DB = BENCH MARK DISK BG1421_SETTING: 36 = HEADWALL BG1421_STAMPING: W 10 RESET 1972 BG1421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BG1421 BG1421 HISTORY - Date Condition Report By BG1421 HISTORY - 1972 MONUMENTED NGS BG1421 BG1421 STATION DESCRIPTION BG1421 BG1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 BG1421'AT DE FUNIAK SPRINGS. BG1421'LOCATED ALONG THE L. AND N. RAILROAD IN DE FUNIAK SPRINGS ABOUT BG1421'200 FEET WEST OF THE RAILROAD STATION IN THE SOUTHEAST ANGLE OF THE BG1421'INTERSECTION OF N. 7TH STREET AND E BALDWIN AVE. 40 FEET EAST BG1421'OF THE CENTERLINE OF N. 7TH STREET, 27 FEET SOUTH OF THE BG1421'CENTERLINE OF E. BALDWIN AVE. 43.5 FEET NORTH OF THE NORTH RAIL BG1421'OF THE MAIN TRACK, 12 FEET NORTHWEST OF THE CENTER OF A MAN BG1421'HOLE COVER, 62 FEET SOUTH OF THE SOUTHWEST CORNER AND ON THE BG1421'PROJECTED PLANE OF THE WEST WALL OF THE FISHER HARDWARE BUILDING, BG1421'16 FEET NORTHWEST OF A TELEGRAPH POLE, IT IS A BENCH MARK BG1421'DISK STAMPED W 10 RESET 1972 SET IN A DRILL HOLE IN THE TOP BG1421'OF THE CONCRETE HEAD WALL OF A SIDEWALK INCLINE BETWEEN THE BG1421'TRACKS AND E. BALDWIN AVENUE. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG3432 *********************************************************************** BG3432 DESIGNATION - X 10 RESET 1983 BG3432 PID - BG3432 BG3432 STATE/COUNTY- FL/WALTON BG3432 USGS QUAD - DE FUNIAK SPRINGS EAST (1987) BG3432 BG3432 *CURRENT SURVEY CONTROL BG3432 ___________________________________________________________________ BG3432* NAD 83(1986)- 30 43 35. (N) 086 04 30. (W) SCALED BG3432* NAVD 88 - 69.60 (meters) 228.3 (feet) RESET BG3432 ___________________________________________________________________ BG3432 GEOID HEIGHT- -27.43 (meters) GEOID99 BG3432 BG3432 VERT ORDER - THIRD BG3432 BG3432.The horizontal coordinates were scaled from a topographic map and have BG3432.an estimated accuracy of +/- 6 seconds. BG3432 BG3432.The orthometric height was computed from unverified reset data. BG3432.No vertical observational check was made to the station. BG3432 BG3432.The geoid height was determined by GEOID99. BG3432 BG3432; North East Units Estimated Accuracy BG3432;SPC FL N - 192,410. 449,160. MT (+/- 180 meters Scaled) BG3432 BG3432 SUPERSEDED SURVEY CONTROL BG3432 BG3432 NGVD 29 - 69.70 (m) 228.7 (f) RESET 3 BG3432 BG3432.Superseded values are not recommended for survey control. BG3432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG3432.See file dsdata.txt to determine how the superseded data were derived. BG3432 BG3432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU885996(NAD 83) BG3432_MARKER: DB = BENCH MARK DISK BG3432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG3432_STAMPING: X 10 RESET 1983 BG3432_PROJECTION: FLUSH BG3432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG3432+STABILITY: SURFACE MOTION BG3432 BG3432 HISTORY - Date Condition Report By BG3432 HISTORY - 1983 MONUMENTED NGS BG3432 HISTORY - 19951107 GOOD USPSQD BG3432 BG3432 STATION DESCRIPTION BG3432 BG3432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 BG3432'2.5 MI EAST FROM DEFUNIAK SPRINGS. BG3432'2.5 MILES EAST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION WITH STATE BG3432'HIGHWAY 83 IN DEFUNIAK SPRINGS, 242.0 FEET WEST-NORTHWEST OF BG3432'MILEPOST 732, 54.5 FEET SOUTH OF U.S. HIGHWAY 90, 26.6 FEET NORTH BG3432'OF THE NORTH RAILROAD TRACK, AND 1.5 FEET EAST OF A TELEPHONE POLE. BG3432'THE MARK IS 1.2 FT W FROM A WITNESS POST. BG3432'THE MARK IS 2.0 FT BELOW TRACKS. BG3432 BG3432 STATION RECOVERY (1995) BG3432 BG3432'RECOVERY NOTE BY US POWER SQUADRON 1995 BG3432'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG0203 *********************************************************************** BG0203 DESIGNATION - X 176 RESET 1962 BG0203 PID - BG0203 BG0203 STATE/COUNTY- FL/WALTON BG0203 USGS QUAD - POINT WASHINGTON (1992) BG0203 BG0203 *CURRENT SURVEY CONTROL BG0203 ___________________________________________________________________ BG0203* NAD 83(1986)- 30 20 04. (N) 086 03 38. (W) SCALED BG0203* NAVD 88 - 12.79 (meters) 42.0 (feet) RESET BG0203 ___________________________________________________________________ BG0203 GEOID HEIGHT- -27.42 (meters) GEOID99 BG0203 BG0203 VERT ORDER - THIRD BG0203 BG0203.The horizontal coordinates were scaled from a topographic map and have BG0203.an estimated accuracy of +/- 6 seconds. BG0203 BG0203.The orthometric height was computed from unverified reset data. BG0203 BG0203.The geoid height was determined by GEOID99. BG0203 BG0203; North East Units Estimated Accuracy BG0203;SPC FL N - 148,950. 449,950. MT (+/- 180 meters Scaled) BG0203 BG0203 SUPERSEDED SURVEY CONTROL BG0203 BG0203 NGVD 29 - 12.91 (m) 42.4 (f) RESET 3 BG0203 BG0203.Superseded values are not recommended for survey control. BG0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG0203.See file dsdata.txt to determine how the superseded data were derived. BG0203 BG0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU903562(NAD 83) BG0203_MARKER: DB = BENCH MARK DISK BG0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG0203_STAMPING: X 176 RESET 1962 BG0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG0203+STABILITY: SURFACE MOTION BG0203 BG0203 HISTORY - Date Condition Report By BG0203 HISTORY - 1962 MONUMENTED CGS BG0203 HISTORY - 1975 GOOD NGS BG0203 HISTORY - 19940114 GOOD USPSQD BG0203 BG0203 STATION DESCRIPTION BG0203 BG0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 BG0203'10.4 MI E FROM SANTA ROSA BEACH. BG0203'10.4 MILES EAST ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE AT BG0203'SANTA ROSA BEACH, 2.0 MILES EAST OF FLORIDA FOREST SERVICE BG0203'DESTIN LOOKOUT TOWER, AT AN INTERSECTION WITH A NORTH AND SOUTH BG0203'TRACK ROAD, 62 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 27 BG0203'FEET EAST OF THE CENTER LINE OF THE TRACK ROAD, 1.3 FEET SOUTH BG0203'OF A STEEL WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH BG0203'PROJECTS 0.1 FOOT ABOVE THE GROUND. BG0203 BG0203 STATION RECOVERY (1975) BG0203 BG0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 BG0203'RECOVERED IN GOOD CONDITION. BG0203 BG0203 STATION RECOVERY (1994) BG0203 BG0203'RECOVERY NOTE BY US POWER SQUADRON 1994 BG0203'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BG2264 *********************************************************************** BG2264 DESIGNATION - Y 176 RESET 1962 BG2264 PID - BG2264 BG2264 STATE/COUNTY- FL/WALTON BG2264 USGS QUAD - POINT WASHINGTON (1992) BG2264 BG2264 *CURRENT SURVEY CONTROL BG2264 ___________________________________________________________________ BG2264* NAD 83(1986)- 30 18 53. (N) 086 02 28. (W) SCALED BG2264* NAVD 88 - 12.64 (meters) 41.5 (feet) RESET BG2264 ___________________________________________________________________ BG2264 GEOID HEIGHT- -27.42 (meters) GEOID99 BG2264 BG2264 VERT ORDER - THIRD BG2264 BG2264.The horizontal coordinates were scaled from a topographic map and have BG2264.an estimated accuracy of +/- 6 seconds. BG2264 BG2264.The orthometric height was computed from unverified reset data. BG2264 BG2264.The geoid height was determined by GEOID99. BG2264 BG2264; North East Units Estimated Accuracy BG2264;SPC FL N - 146,740. 451,790. MT (+/- 180 meters Scaled) BG2264 BG2264 SUPERSEDED SURVEY CONTROL BG2264 BG2264 NGVD 29 - 12.76 (m) 41.9 (f) RESET 3 BG2264 BG2264.Superseded values are not recommended for survey control. BG2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG2264.See file dsdata.txt to determine how the superseded data were derived. BG2264 BG2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU921540(NAD 83) BG2264_MARKER: DB = BENCH MARK DISK BG2264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG2264_STAMPING: Y 176 RESET 1962 BG2264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG2264+STABILITY: SURFACE MOTION BG2264 BG2264 HISTORY - Date Condition Report By BG2264 HISTORY - 1962 MONUMENTED CGS BG2264 HISTORY - 1975 GOOD NGS BG2264 HISTORY - 19910423 MARK NOT FOUND USPSQD BG2264 HISTORY - 19940114 POOR USPSQD BG2264 BG2264 STATION DESCRIPTION BG2264 BG2264'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 BG2264'12.2 MI E FROM SANTA ROSA BEACH. BG2264'12.2 MILES EAST ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE AT BG2264'SANTA ROSA BEACH, 58 FEET NORTHEAST OF THE CENTER LINE OF THE BG2264'HIGHWAY, 36 FEET EAST SOUTHEAST OF TELEPHONE POLE 114, 1.1 FEET BG2264'NORTHEAST OF A STEEL WITNESS POST, SET IN THE TOP OF A CONCRETE BG2264'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND. BG2264 BG2264 STATION RECOVERY (1975) BG2264 BG2264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 BG2264'RECOVERED IN GOOD CONDITION. BG2264 BG2264 STATION RECOVERY (1991) BG2264 BG2264'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW) BG2264'MARK NOT FOUND. BG2264 BG2264 STATION RECOVERY (1994) BG2264 BG2264'RECOVERY NOTE BY US POWER SQUADRON 1994 BG2264'MARK RECOVERED IN POOR CONDITION.