1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE3927 *********************************************************************** BE3927 DESIGNATION - A 288 RESET BE3927 PID - BE3927 BE3927 STATE/COUNTY- FL/WAKULLA BE3927 USGS QUAD - SOPCHOPPY (1972) BE3927 BE3927 *CURRENT SURVEY CONTROL BE3927 ___________________________________________________________________ BE3927* NAD 83(1986)- 30 02 37. (N) 084 29 38. (W) SCALED BE3927* NAVD 88 - 5.92 (meters) 19.4 (feet) RESET BE3927 ___________________________________________________________________ BE3927 GEOID HEIGHT- -27.11 (meters) GEOID99 BE3927 BE3927 VERT ORDER - THIRD BE3927 BE3927.The horizontal coordinates were scaled from a topographic map and have BE3927.an estimated accuracy of +/- 6 seconds. BE3927 BE3927.The orthometric height was computed from unverified reset data. BE3927.No vertical observational check was made to the station. BE3927 BE3927.The geoid height was determined by GEOID99. BE3927 BE3927; North East Units Estimated Accuracy BE3927;SPC FL N - 115,680. 600,590. MT (+/- 180 meters Scaled) BE3927 BE3927 SUPERSEDED SURVEY CONTROL BE3927 BE3927 NGVD 29 - 6.11 (m) 20.0 (f) RESET 3 BE3927 BE3927.Superseded values are not recommended for survey control. BE3927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE3927.See file dsdata.txt to determine how the superseded data were derived. BE3927 BE3927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU416262(NAD 83) BE3927_MARKER: DB = BENCH MARK DISK BE3927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE3927_STAMPING: A 288 RESET 1984 BE3927_MARK LOGO: NGS BE3927_PROJECTION: FLUSH BE3927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE3927+STABILITY: SURFACE MOTION BE3927 BE3927 HISTORY - Date Condition Report By BE3927 HISTORY - 1984 MONUMENTED NGS BE3927 HISTORY - 19950901 GOOD USPSQD BE3927 BE3927 STATION DESCRIPTION BE3927 BE3927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 BE3927'2.2 KM (1.35 MI) SOUTH FROM SOPCHOPPY. BE3927'2.16 KM (1.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 319 FROM ITS JUNCTION BE3927'WITH STATE ROUTE 375 IN SOPCHOPPY, 69.190 M (227.0 FT) NORTH OF AN BE3927'EXTENDED CENTER LINE OF A CONCRETE CULVERT UNDER HIGHWAY, 9.906 M BE3927'(32.5 FT) WEST OF THE CENTER OF HIGHWAY 0.914 M (3.0 FT) SOUTH OF BE3927'POWERLINE POLE NUMBERED JA346 AND ON RIGHT-OF-WAY LINE. BE3927'THE MARK IS 0.8 METERS SE FROM A WITNESS POST BE3927'THE MARK IS 1.2 M BELOW HIGHWAY. BE3927 BE3927 STATION RECOVERY (1995) BE3927 BE3927'RECOVERY NOTE BY US POWER SQUADRON 1995 BE3927'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE3929 *********************************************************************** BE3929 DESIGNATION - B 283 RESET BE3929 PID - BE3929 BE3929 STATE/COUNTY- FL/WAKULLA BE3929 USGS QUAD - ST MARKS (1992) BE3929 BE3929 *CURRENT SURVEY CONTROL BE3929 ___________________________________________________________________ BE3929* NAD 83(1986)- 30 11 45. (N) 084 11 46. (W) SCALED BE3929* NAVD 88 - 3.76 (meters) 12.3 (feet) RESET BE3929 ___________________________________________________________________ BE3929 GEOID HEIGHT- -27.50 (meters) GEOID99 BE3929 BE3929 VERT ORDER - THIRD BE3929 BE3929.The horizontal coordinates were scaled from a topographic map and have BE3929.an estimated accuracy of +/- 6 seconds. BE3929 BE3929.The orthometric height was computed from unverified reset data. BE3929.No vertical observational check was made to the station. BE3929 BE3929.The geoid height was determined by GEOID99. BE3929 BE3929; North East Units Estimated Accuracy BE3929;SPC FL N - 132,590. 629,260. MT (+/- 180 meters Scaled) BE3929 BE3929 SUPERSEDED SURVEY CONTROL BE3929 BE3929 NGVD 29 - 3.96 (m) 13.0 (f) RESET 3 BE3929 BE3929.Superseded values are not recommended for survey control. BE3929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE3929.See file dsdata.txt to determine how the superseded data were derived. BE3929 BE3929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU699438(NAD 83) BE3929_MARKER: DB = BENCH MARK DISK BE3929_SETTING: 32 = HEADWALL BE3929_STAMPING: B 283 RESET 1985 BE3929_MARK LOGO: NGS BE3929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE3929+STABILITY: SURFACE MOTION BE3929 BE3929 HISTORY - Date Condition Report By BE3929 HISTORY - 1985 MONUMENTED NGS BE3929 HISTORY - 19990218 GOOD USPSQD BE3929 BE3929 STATION DESCRIPTION BE3929 BE3929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 BE3929'1.8 KM (1.10 MI) WEST FROM NEWPORT. BE3929'1.76 KM (1.10 MI) WEST ALONG U.S. HIGHWAY 98 FROM THE BRIDGE OVER THE BE3929'ST MARKS RIVER IN NEWPORT, IN SECTION 26, R1E, T3S, 1.92 KM (1.20 MI) BE3929'EAST OF THE JUNCTION OF U.S. HIGHWAY 98 AND STATE HIGHWAY 363, 37.0 BE3929'FEET (11.28 M) SOUTH OF THE CENTER OF U.S. HIGHWAY 98, 67.0 FEET BE3929'(20.42 M) WEST-NORTHWEST OF A 24-INCH OAK TREE AND 87.0 FEET (26.53 M) BE3929'SOUTH-SOUTHWEST OF A POWERLINE POLE NUMBERED 5-23093, IN THE EAST END BE3929'OF CONCRETE HEADWALL. BE3929'THE MARK IS 0.3 METERS W FROM A WITNESS POST BE3929'THE MARK IS 0.5 M BELOW HIGHWAY. BE3929 BE3929 STATION RECOVERY (1999) BE3929 BE3929'RECOVERY NOTE BY US POWER SQUADRON 1999 BE3929'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE3925 *********************************************************************** BE3925 DESIGNATION - MCINTYRE N BASE RM 4 BE3925 PID - BE3925 BE3925 STATE/COUNTY- FL/WAKULLA BE3925 USGS QUAD - SOPCHOPPY (1972) BE3925 BE3925 *CURRENT SURVEY CONTROL BE3925 ___________________________________________________________________ BE3925* NAD 83(1986)- 30 03 37. (N) 084 29 29. (W) SCALED BE3925* NAVD 88 - 7.82 (meters) 25.7 (feet) RESET BE3925 ___________________________________________________________________ BE3925 GEOID HEIGHT- -27.14 (meters) GEOID99 BE3925 BE3925 VERT ORDER - THIRD BE3925 BE3925.The horizontal coordinates were scaled from a topographic map and have BE3925.an estimated accuracy of +/- 6 seconds. BE3925 BE3925.The orthometric height was computed from unverified reset data. BE3925.No vertical observational check was made to the station. BE3925 BE3925.The geoid height was determined by GEOID99. BE3925 BE3925; North East Units Estimated Accuracy BE3925;SPC FL N - 117,530. 600,830. MT (+/- 180 meters Scaled) BE3925 BE3925 SUPERSEDED SURVEY CONTROL BE3925 BE3925 NGVD 29 - 8.01 (m) 26.3 (f) RESET 3 BE3925 BE3925.Superseded values are not recommended for survey control. BE3925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE3925.See file dsdata.txt to determine how the superseded data were derived. BE3925 BE3925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU418281(NAD 83) BE3925_MARKER: DR = REFERENCE MARK DISK BE3925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE3925_STAMPING: MC INTYRE NORTH BASE 1933 NO 4 1984 BE3925_MARK LOGO: NGS BE3925_PROJECTION: FLUSH BE3925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE3925+STABILITY: SURFACE MOTION BE3925 BE3925 HISTORY - Date Condition Report By BE3925 HISTORY - 1985 MONUMENTED NGS BE3925 HISTORY - 1985 GOOD FLDT BE3925 BE3925 STATION DESCRIPTION BE3925 BE3925'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1985 BE3925'IN SOPCHOPPY. BE3925'IN SOPCHOPPY, 0.32 KM (0.20 MI) WEST ALONG STATE HIGHWAY 375 FROM ITS BE3925'JUNCTION WITH U.S. HIGHWAY 319, THENCE 0.08 KM (0.05 MI) SOUTH ALONG BE3925'FIRST AVENUE, 80.0 FEET (24.38 M) NORTHEAST OF THE JUNCTION OF FIRST BE3925'AVENUE AND DICKSON STREET, 17.0 FEET (5.18 M) EAST OF THE CENTER BE3925'FIRST STREET, 57.0 FEET (17.37 M), NORTHWEST OF THE 18-INCH PINE TREE BE3925'AT STATION MARK AND 1.3 FEET (0.40 M) WEST OF THE SOUTH SIDE OF A BE3925'CONCRETE SIDEWALK. BE3925'THE MARK IS ABOVE LEVEL WITH FIRST AVENUE. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE3931 *********************************************************************** BE3931 DESIGNATION - N 4 RESET BE3931 PID - BE3931 BE3931 STATE/COUNTY- FL/WAKULLA BE3931 USGS QUAD - SOPCHOPPY (1972) BE3931 BE3931 *CURRENT SURVEY CONTROL BE3931 ___________________________________________________________________ BE3931* NAD 83(1986)- 30 04 47. (N) 084 23 51. (W) SCALED BE3931* NAVD 88 - 8.16 (meters) 26.8 (feet) RESET BE3931 ___________________________________________________________________ BE3931 GEOID HEIGHT- -27.28 (meters) GEOID99 BE3931 BE3931 VERT ORDER - THIRD BE3931 BE3931.The horizontal coordinates were scaled from a topographic map and have BE3931.an estimated accuracy of +/- 6 seconds. BE3931 BE3931.The orthometric height was computed from unverified reset data. BE3931.No vertical observational check was made to the station. BE3931 BE3931.The geoid height was determined by GEOID99. BE3931 BE3931; North East Units Estimated Accuracy BE3931;SPC FL N - 119,690. 609,880. MT (+/- 180 meters Scaled) BE3931 BE3931 SUPERSEDED SURVEY CONTROL BE3931 BE3931.No superseded survey control is available for this station. BE3931 BE3931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU508304(NAD 83) BE3931_MARKER: DT = TOPOGRAPHIC STATION DISK BE3931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE3931_STAMPING: DNR N 4 RESET 1984 BE3931_MARK LOGO: FLDNR BE3931_PROJECTION: FLUSH BE3931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE3931+STABILITY: SURFACE MOTION BE3931 BE3931 HISTORY - Date Condition Report By BE3931 HISTORY - 1984 MONUMENTED NGS BE3931 BE3931 STATION DESCRIPTION BE3931 BE3931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 BE3931'6.8 KM (4.25 MI) NW FROM PANACEA. BE3931'5.84 KM (3.65 MI) NORTH ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE IN BE3931'PANACEA, THENCE SOUTHWEST ALONG U.S. HIGHWAY 319 1.0 KM (0.60 MI), BE3931'0.08 KM (0.05 MI) NORTHEAST OF A BRIDGE, 13.716 M (45.0 FT) SOUTHEAST BE3931'OF THE CENTER OF U.S. HIGHWAY 319, 2.89 M (9.5 FT) SOUTHWEST OF THE BE3931'CENTER OF DRIVEWAY TO HOUSE, 1.67 M (5.5 FT) NORTHWEST OF A 10-INCH BE3931'PALM TREE, AND 0.76 M (2.5 FT) WEST OF THE SOUTHWEST GATE POST. BE3931'THE MARK IS 0.3 METERS NW FROM A WITNESS POST BE3931'THE MARK IS 0.5 M ABOVE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE3933 *********************************************************************** BE3933 DESIGNATION - N 6 RESET BE3933 PID - BE3933 BE3933 STATE/COUNTY- FL/WAKULLA BE3933 USGS QUAD - SOPCHOPPY (1972) BE3933 BE3933 *CURRENT SURVEY CONTROL BE3933 ___________________________________________________________________ BE3933* NAD 83(1986)- 30 04 34. (N) 084 25 42. (W) SCALED BE3933* NAVD 88 - 8.33 (meters) 27.3 (feet) RESET BE3933 ___________________________________________________________________ BE3933 GEOID HEIGHT- -27.23 (meters) GEOID99 BE3933 BE3933 VERT ORDER - THIRD BE3933 BE3933.The horizontal coordinates were scaled from a topographic map and have BE3933.an estimated accuracy of +/- 6 seconds. BE3933 BE3933.The orthometric height was computed from unverified reset data. BE3933.No vertical observational check was made to the station. BE3933 BE3933.The geoid height was determined by GEOID99. BE3933 BE3933; North East Units Estimated Accuracy BE3933;SPC FL N - 119,290. 606,910. MT (+/- 180 meters Scaled) BE3933 BE3933 SUPERSEDED SURVEY CONTROL BE3933 BE3933.No superseded survey control is available for this station. BE3933 BE3933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU478300(NAD 83) BE3933_MARKER: DT = TOPOGRAPHIC STATION DISK BE3933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE3933_STAMPING: DNR N 6 RESET 1984 BE3933_MARK LOGO: FLDNR BE3933_PROJECTION: FLUSH BE3933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE3933+STABILITY: SURFACE MOTION BE3933 BE3933 HISTORY - Date Condition Report By BE3933 HISTORY - 1984 MONUMENTED NGS BE3933 BE3933 STATION DESCRIPTION BE3933 BE3933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 BE3933'5.8 KM (3.65 MI) NORTH FROM PANACEA. BE3933'5.84 KM (3.65 MI) NORTH ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE IN BE3933'PANACEA, THENCE SOUTHWEST ALONG U.S. HIGHWAY 319 FOR 4.08 KM BE3933'(2.55 MI), 0.08 KM (0.05 MI) EAST OF A BRIDGE, 25.14 M (82.5 FT) EAST BE3933'SOUTHEAST OF AN ABANDONED SERVICE STATION BUILDING, 10.97 M (36.0 FT) BE3933'WEST OF A POWERLINE POLE WITH TRANSFORMER, 0.76 M (2.5 FT) WEST OF A BE3933'CONCRETE FOUNDATION FOR A LIGHT POLE, 0.61 M (2.0 FT) WEST OF A BE3933'DRIVEWAY AND 11.27 M (37.0 FT) NORTH OF THE CENTER OF U.S. HIGHWAY BE3933'319. BE3933'THE MARK IS 0.8 METERS W FROM A WITNESS POST BE3933'THE MARK IS ABOVE LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE3934 *********************************************************************** BE3934 DESIGNATION - N 8 RESET BE3934 PID - BE3934 BE3934 STATE/COUNTY- FL/WAKULLA BE3934 USGS QUAD - SOPCHOPPY (1972) BE3934 BE3934 *CURRENT SURVEY CONTROL BE3934 ___________________________________________________________________ BE3934* NAD 83(1986)- 30 04 05. (N) 084 27 34. (W) SCALED BE3934* NAVD 88 - 7.68 (meters) 25.2 (feet) RESET BE3934 ___________________________________________________________________ BE3934 GEOID HEIGHT- -27.18 (meters) GEOID99 BE3934 BE3934 VERT ORDER - THIRD BE3934 BE3934.The horizontal coordinates were scaled from a topographic map and have BE3934.an estimated accuracy of +/- 6 seconds. BE3934 BE3934.The orthometric height was computed from unverified reset data. BE3934.No vertical observational check was made to the station. BE3934 BE3934.The geoid height was determined by GEOID99. BE3934 BE3934; North East Units Estimated Accuracy BE3934;SPC FL N - 118,390. 603,910. MT (+/- 180 meters Scaled) BE3934 BE3934 SUPERSEDED SURVEY CONTROL BE3934 BE3934.No superseded survey control is available for this station. BE3934 BE3934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU449290(NAD 83) BE3934_MARKER: DT = TOPOGRAPHIC STATION DISK BE3934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE3934_STAMPING: DNR N 8 RESET 1984 BE3934_MARK LOGO: FLDNR BE3934_PROJECTION: FLUSH BE3934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE3934+STABILITY: SURFACE MOTION BE3934 BE3934 HISTORY - Date Condition Report By BE3934 HISTORY - 1984 MONUMENTED NGS BE3934 BE3934 STATION DESCRIPTION BE3934 BE3934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 BE3934'2.9 KM (1.80 MI) EAST FROM SOPCHOPPY. BE3934'2.88 KM (1.80 MI) EAST ALONG U.S. HIGHWAY 319 FROM THE JUNCTION OF BE3934'U.S. HIGHWAY 319 AND STATE ROUTE 375 IN SOPCHOPPY, 28.19 M (92.5 FT) BE3934'EAST OF A CULVERT UNDER HIGHWAY, 9.75 M (32.0 FT) SOUTH-SOUTHEAST OF BE3934'THE CENTER OF HIGHWAY, 1.21 M (4.0 FT) SOUTH-SOUTHEAST OF DITCH BE3934'EMBANKMENT. BE3934'THE MARK IS 1.0 METERS NNW FROM A WITNESS POST BE3934'THE MARK IS ABOVE LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE3935 *********************************************************************** BE3935 DESIGNATION - N 9 RESET BE3935 PID - BE3935 BE3935 STATE/COUNTY- FL/WAKULLA BE3935 USGS QUAD - SOPCHOPPY (1972) BE3935 BE3935 *CURRENT SURVEY CONTROL BE3935 ___________________________________________________________________ BE3935* NAD 83(1986)- 30 03 36. (N) 084 28 42. (W) SCALED BE3935* NAVD 88 - 7.14 (meters) 23.4 (feet) RESET BE3935 ___________________________________________________________________ BE3935 GEOID HEIGHT- -27.15 (meters) GEOID99 BE3935 BE3935 VERT ORDER - THIRD BE3935 BE3935.The horizontal coordinates were scaled from a topographic map and have BE3935.an estimated accuracy of +/- 6 seconds. BE3935 BE3935.The orthometric height was computed from unverified reset data. BE3935.No vertical observational check was made to the station. BE3935 BE3935.The geoid height was determined by GEOID99. BE3935 BE3935; North East Units Estimated Accuracy BE3935;SPC FL N - 117,500. 602,090. MT (+/- 180 meters Scaled) BE3935 BE3935 SUPERSEDED SURVEY CONTROL BE3935 BE3935.No superseded survey control is available for this station. BE3935 BE3935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU431281(NAD 83) BE3935_MARKER: DT = TOPOGRAPHIC STATION DISK BE3935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE3935_STAMPING: DNR N 9 RESET 1984 BE3935_MARK LOGO: FLDNR BE3935_PROJECTION: FLUSH BE3935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE3935+STABILITY: SURFACE MOTION BE3935 BE3935 HISTORY - Date Condition Report By BE3935 HISTORY - 1984 MONUMENTED NGS BE3935 BE3935 STATION DESCRIPTION BE3935 BE3935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 BE3935'1.0 KM (0.60 MI) EAST FROM SOPCHOPPY. BE3935'1.0 KM (0.60 MI) EAST ALONG U.S. HIGHWAY 319 FROM ITS JUNCTION WITH BE3935'STATE ROUTE 375 IN SOPCHOPPY, 46.02 M (151.0 FT) SOUTH-SOUTHWEST OF BE3935'THE JUNCTION OF U.S. HIGHWAY 319 AND COUNTY ROAD 372, 16.00 M BE3935'(52.5 FT) SOUTH OF THE CENTER OF HIGHWAY 319, 16.15 M (53.0 FT) BE3935'NORTHWEST OF THE NORTHWEST CORNER OF WEST CONCRETE BLOCK BUILDING OF BE3935'TWO AND .45 M (1.5 FT) EAST OF A UTILITY POLE 59 V 2213R. BE3935'THE MARK IS 0.3 METERS E FROM A WITNESS POST BE3935'THE MARK IS 0.5 M BELOW HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE1104 *********************************************************************** BE1104 DESIGNATION - R 287 RESET 1969 BE1104 PID - BE1104 BE1104 STATE/COUNTY- FL/WAKULLA BE1104 USGS QUAD - CRAWFORDVILLE WEST (1972) BE1104 BE1104 *CURRENT SURVEY CONTROL BE1104 ___________________________________________________________________ BE1104* NAD 83(1986)- 30 12 55. (N) 084 24 55. (W) SCALED BE1104* NAVD 88 - 14.95 (meters) 49.0 (feet) RESET BE1104 ___________________________________________________________________ BE1104 GEOID HEIGHT- -27.51 (meters) GEOID99 BE1104 BE1104 VERT ORDER - THIRD BE1104 BE1104.The horizontal coordinates were scaled from a topographic map and have BE1104.an estimated accuracy of +/- 6 seconds. BE1104 BE1104.The orthometric height was computed from unverified reset data. BE1104.No vertical observational check was made to the station. BE1104 BE1104.The geoid height was determined by GEOID99. BE1104 BE1104; North East Units Estimated Accuracy BE1104;SPC FL N - 134,710. 608,160. MT (+/- 180 meters Scaled) BE1104 BE1104 SUPERSEDED SURVEY CONTROL BE1104 BE1104 NGVD 29 - 15.15 (m) 49.7 (f) RESET 3 BE1104 BE1104.Superseded values are not recommended for survey control. BE1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE1104.See file dsdata.txt to determine how the superseded data were derived. BE1104 BE1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU487454(NAD 83) BE1104_MARKER: DB = BENCH MARK DISK BE1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE1104_STAMPING: R 287 RESET 1969 BE1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE1104+STABILITY: SURFACE MOTION BE1104 BE1104 HISTORY - Date Condition Report By BE1104 HISTORY - 1969 MONUMENTED CGS BE1104 HISTORY - 1970 GOOD USGS BE1104 BE1104 STATION DESCRIPTION BE1104 BE1104'DESCRIBED BY US GEOLOGICAL SURVEY 1970 BE1104'2 MI NW FROM CRAWFORDVILLE. BE1104'CRAWFORDVILLE, 2.0 MI NW. OF COURTHOUSE, ALONG STATE HIGHWAY 368, BE1104'THENCE 0.9 MI N. ALONG FOREST SERVICE ROAD 356, THENCE 1.4 MI BE1104'NW. ALONG FOREST SERVICE ROAD 313A, IN SEC. 15, R. 2 W., T. 3 S., BE1104'68 FT E. OF FOREST ROAD 313, ABOUT 270 FT NE. OF JUNCTION OF BE1104'FOREST ROADS 313 AND 313A, IN CONCRETE POST PROJECTING 3 IN. ABOVE BE1104'GROUND, USC AND GS STANDARD DISK STAMPED R 287 RESET 1969 (THIS BE1104'MARK WAS RESET BY THE FOREST SERVICE) 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE1102 *********************************************************************** BE1102 DESIGNATION - S 287 RESET 1969 BE1102 PID - BE1102 BE1102 STATE/COUNTY- FL/WAKULLA BE1102 USGS QUAD - CRAWFORDVILLE WEST (1972) BE1102 BE1102 *CURRENT SURVEY CONTROL BE1102 ___________________________________________________________________ BE1102* NAD 83(1986)- 30 13 35. (N) 084 24 19. (W) SCALED BE1102* NAVD 88 - 17.22 (meters) 56.5 (feet) RESET BE1102 ___________________________________________________________________ BE1102 GEOID HEIGHT- -27.53 (meters) GEOID99 BE1102 BE1102 VERT ORDER - THIRD BE1102 BE1102.The horizontal coordinates were scaled from a topographic map and have BE1102.an estimated accuracy of +/- 6 seconds. BE1102 BE1102.The orthometric height was computed from unverified reset data. BE1102.No vertical observational check was made to the station. BE1102 BE1102.The geoid height was determined by GEOID99. BE1102 BE1102; North East Units Estimated Accuracy BE1102;SPC FL N - 135,950. 609,120. MT (+/- 180 meters Scaled) BE1102 BE1102 SUPERSEDED SURVEY CONTROL BE1102 BE1102 NGVD 29 - 17.41 (m) 57.1 (f) RESET 3 BE1102 BE1102.Superseded values are not recommended for survey control. BE1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE1102.See file dsdata.txt to determine how the superseded data were derived. BE1102 BE1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU497467(NAD 83) BE1102_MARKER: DB = BENCH MARK DISK BE1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE1102_STAMPING: S 287 1967 RESET 1969 BE1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE1102+STABILITY: SURFACE MOTION BE1102 BE1102 HISTORY - Date Condition Report By BE1102 HISTORY - 1969 MONUMENTED CGS BE1102 HISTORY - 1970 GOOD USGS BE1102 BE1102 STATION DESCRIPTION BE1102 BE1102'DESCRIBED BY US GEOLOGICAL SURVEY 1970 BE1102'2 MI NW FROM CRAWFORDVILLE. BE1102'CRAWFORDVILLE, 2.0 MI NW. OF COURTHOUSE, ALONG STATE HIGHWAY BE1102'368, THENCE 0.9 MI N. ALONG FOREST SERVICE ROAD 356, THENCE BE1102'1.4 MI NW. ALONG FOREST SERVICE ROAD 313A, THENCE 1.0 MI N. ALONG BE1102'FOREST SERVICE ROAD 313, IN SEC. 14, R. 2 W., T. 3 S., ABOUT BE1102'0.9 MI S. OF JUNCTION OF FOREST SERVICE ROAD 313B, ABOUT 225 FT BE1102'N. OF CURVE, 39.5 FT E. OF, AND ABOUT LEVEL WITH CENTERLINE OF BE1102'ROAD 313, IN CONCRETE POST PROJECTING 6 IN., USC AND GS STANDARD BE1102'DISK STAMPED S 287 1967 RESET 1969. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE1100 *********************************************************************** BE1100 DESIGNATION - T 288 RESET 1969 BE1100 PID - BE1100 BE1100 STATE/COUNTY- FL/WAKULLA BE1100 USGS QUAD - CRAWFORDVILLE WEST (1972) BE1100 BE1100 *CURRENT SURVEY CONTROL BE1100 ___________________________________________________________________ BE1100* NAD 83(1986)- 30 14 07. (N) 084 23 46. (W) SCALED BE1100* NAVD 88 - 16.56 (meters) 54.3 (feet) RESET BE1100 ___________________________________________________________________ BE1100 GEOID HEIGHT- -27.55 (meters) GEOID99 BE1100 BE1100 VERT ORDER - THIRD BE1100 BE1100.The horizontal coordinates were scaled from a topographic map and have BE1100.an estimated accuracy of +/- 6 seconds. BE1100 BE1100.The orthometric height was computed from unverified reset data. BE1100.No vertical observational check was made to the station. BE1100 BE1100.The geoid height was determined by GEOID99. BE1100 BE1100; North East Units Estimated Accuracy BE1100;SPC FL N - 136,930. 610,000. MT (+/- 180 meters Scaled) BE1100 BE1100 SUPERSEDED SURVEY CONTROL BE1100 BE1100 NGVD 29 - 16.75 (m) 55.0 (f) RESET 3 BE1100 BE1100.Superseded values are not recommended for survey control. BE1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE1100.See file dsdata.txt to determine how the superseded data were derived. BE1100 BE1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU505477(NAD 83) BE1100_MARKER: DB = BENCH MARK DISK BE1100_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED BE1100+WITH SETTING: INTO GROUND BE1100_STAMPING: T 288 RESET 1969 BE1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE1100+STABILITY: SURFACE MOTION BE1100 BE1100 HISTORY - Date Condition Report By BE1100 HISTORY - 1969 MONUMENTED CGS BE1100 HISTORY - 1970 GOOD USGS BE1100 BE1100 STATION DESCRIPTION BE1100 BE1100'DESCRIBED BY US GEOLOGICAL SURVEY 1970 BE1100'2 MI NW FROM CRAWFORDVILLE. BE1100'CRAWFORDVILLE, 2.0 MI NW. OF COURTHOUSE, ALONG STATE HIGHWAY BE1100'368, THENCE 0.9 MI N. ALONG FOREST SERVICE ROAD 356, THENCE 1.4 BE1100'MI NW. ALONG FOREST SERVICE ROAD 313A, IN SEC. 11, R. 2 W., BE1100'T. 3 S., 50 FT NE. OF JUNCTION OF FOREST ROADS 313 AND 313B, 43 BE1100'FT E. OF CENTERLINE OF ROAD 313, IN TOP OF 6-IN. CAST IRON PIPE BE1100'FILLED WITH CONCRETE, USC AND GS STANDARD DISK STAMPED T 288 BE1100'RESET 1969 (RESET BY FOREST SERVICE) 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 BE3928 *********************************************************************** BE3928 DESIGNATION - Z 287 RESET BE3928 PID - BE3928 BE3928 STATE/COUNTY- FL/WAKULLA BE3928 USGS QUAD - SOPCHOPPY (1972) BE3928 BE3928 *CURRENT SURVEY CONTROL BE3928 ___________________________________________________________________ BE3928* NAD 83(1986)- 30 03 09. (N) 084 29 32. (W) SCALED BE3928* NAVD 88 - 5.64 (meters) 18.5 (feet) RESET BE3928 ___________________________________________________________________ BE3928 GEOID HEIGHT- -27.12 (meters) GEOID99 BE3928 BE3928 VERT ORDER - THIRD BE3928 BE3928.The horizontal coordinates were scaled from a topographic map and have BE3928.an estimated accuracy of +/- 6 seconds. BE3928 BE3928.The orthometric height was computed from unverified reset data. BE3928.No vertical observational check was made to the station. BE3928 BE3928.The geoid height was determined by GEOID99. BE3928 BE3928; North East Units Estimated Accuracy BE3928;SPC FL N - 116,670. 600,750. MT (+/- 180 meters Scaled) BE3928 BE3928 SUPERSEDED SURVEY CONTROL BE3928 BE3928 NGVD 29 - 5.83 (m) 19.1 (f) RESET 3 BE3928 BE3928.Superseded values are not recommended for survey control. BE3928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE3928.See file dsdata.txt to determine how the superseded data were derived. BE3928 BE3928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU417272(NAD 83) BE3928_MARKER: DB = BENCH MARK DISK BE3928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE3928_STAMPING: Z 287 RESET 1984 BE3928_MARK LOGO: NGS BE3928_PROJECTION: FLUSH BE3928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE3928+STABILITY: SURFACE MOTION BE3928 BE3928 HISTORY - Date Condition Report By BE3928 HISTORY - 1984 MONUMENTED NGS BE3928 HISTORY - 19950901 GOOD USPSQD BE3928 BE3928 STATION DESCRIPTION BE3928 BE3928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 BE3928'1.1 KM (0.70 MI) SOUTH FROM SOPCHOPPY. BE3928'1.12 KM (0.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 319 FROM ITS JUNCTION BE3928'WITH STATE ROUTE 375 SOPCHOPPY, 20.422 M (67.0 FT) SOUTHEAST OF THE BE3928'NORTHEAST CORNER OF A CONCRETE BLOCK BUILDING, 16.916 M (55.5 FT) BE3928'SOUTH OF A POWERLINE POLE, 16.154 M (53.0 FT) SOUTH OF A TELEPHONE BE3928'JUNCTION BOX THAT IS 2.5 FEET HIGH, 16.459 M (54.0 FT) EAST-NORTHEAST BE3928'OF THE SOUTHEAST CORNER OF THE BUILDING, 10.058 M (33.0 FT) WEST OF BE3928'THE CENTER OF HIGHWAY 319 AND 3.658 M (12.0 FT) NORTH OF THE BE3928'DRIVEWAY. BE3928'THE MARK IS 0.2 METERS E FROM A WITNESS POST BE3928'THE MARK IS 0.9 M BELOW HIGHWAY. BE3928 BE3928 STATION RECOVERY (1995) BE3928 BE3928'RECOVERY NOTE BY US POWER SQUADRON 1995 BE3928'RECOVERED IN GOOD CONDITION.