1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2876 *********************************************************************** BE2876 DESIGNATION - CAL 23 BE2876 PID - BE2876 BE2876 STATE/COUNTY- FL/CALHOUN BE2876 USGS QUAD - FRINK (1990) BE2876 BE2876 *CURRENT SURVEY CONTROL BE2876 ___________________________________________________________________ BE2876* NAD 83(1986)- 30 21 31. (N) 085 12 45. (W) SCALED BE2876* NAVD 88 - 15.335 (meters) 50.31 (feet) ADJUSTED BE2876 ___________________________________________________________________ BE2876 GEOID HEIGHT- -28.00 (meters) GEOID99 BE2876 DYNAMIC HT - 15.315 (meters) 50.25 (feet) COMP BE2876 MODELED GRAV- 979,324.1 (mgal) NAVD 88 BE2876 BE2876 VERT ORDER - SECOND CLASS I BE2876 BE2876.The horizontal coordinates were scaled from a topographic map and have BE2876.an estimated accuracy of +/- 6 seconds. BE2876 BE2876.The orthometric height was determined by differential leveling BE2876.and adjusted by the National Geodetic Survey in June 1991. BE2876 BE2876.The geoid height was determined by GEOID99. BE2876 BE2876.The dynamic height is computed by dividing the NAVD 88 BE2876.geopotential number by the normal gravity value computed on the BE2876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2876.degrees latitude (g = 980.6199 gals.). BE2876 BE2876.The modeled gravity was interpolated from observed gravity values. BE2876 BE2876; North East Units Estimated Accuracy BE2876;SPC FL N - 150,810. 531,510. MT (+/- 180 meters Scaled) BE2876 BE2876 SUPERSEDED SURVEY CONTROL BE2876 BE2876.No superseded survey control is available for this station. BE2876 BE2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU717598(NAD 83) BE2876_MARKER: DB = BENCH MARK DISK BE2876_SETTING: 31 = BRIDGE CURB BE2876_STAMPING: CAL 23 1980 BE2876_MARK LOGO: FLDT BE2876_MAGNETIC: O = OTHER; SEE DESCRIPTION BE2876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY BE2876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BE2876+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2002 BE2876 BE2876 HISTORY - Date Condition Report By BE2876 HISTORY - 1980 MONUMENTED FLDT BE2876 HISTORY - 1980 GOOD FLDNR BE2876 HISTORY - 19910531 GOOD NGS BE2876 HISTORY - 19961205 GOOD USPSQD BE2876 HISTORY - 20020622 GOOD USPSQD BE2876 BE2876 STATION DESCRIPTION BE2876 BE2876'DESCRIBED BY FL DEPT OF NAT RES 1980 BE2876'5.95 MI SSW FROM CLARKSVILLE. BE2876'BEGIN AT THE U.S. POST OFFICE IN CLARKSVILLE, PROCEED 0.1 MILE WEST BE2876'ALONG HIGHWAY 20 TO THE JUNCTION OF STATE HIGHWAY 73 SOUTH, PROCEED BE2876'5.85 MILES SOUTH ALONG HIGHWAY 73 TO THE MARK. THE MARK BEARS 12.5 BE2876'FEET EAST OF HIGHWAY 73 CENTERLINE, 2.7 FEET WEST OF THE SOUTHEAST BE2876'BRIDGE ABUTMENT, AND 0.1 FOOT NORTH OF THE CONCRETE ANCHOR FOR THE BE2876'METAL GUARDRAIL AT THE SOUTHEAST CORNER OF THE BRIDGE. BE2876'THE MARK IS ABOVE LEVEL WITH CONCRETE CURB. BE2876 BE2876 STATION RECOVERY (1991) BE2876 BE2876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT) BE2876'THE STATION IS ABOUT 5.6 MI (9.0 KM) SOUTH-SOUTHWEST OF CLARKSVILLE IN BE2876'SECTION 35, T 1 S, R 10 W. TO REACH THE MARK FROM THE POST OFFICE IN BE2876'CLARKSVILLE, GO EAST ON STATE HIGHWAY 20 FOR 0.7 MI (1.1 KM) TO THE BE2876'JUNCTION OF STATE HIGHWAY 73 SOUTH, TURN RIGHT AND GO SOUTH ON STATE BE2876'HIGHWAY 73 FOR 5.9 MI (9.5 KM) TO THE MARK ON THE LEFT, SET IN A DRILL BE2876'HOLE OF THE BRIDGE CURB, LEVEL WITH THE GROUND. LOCATED 12.5 FT (3.8 BE2876'M) EAST OF THE CENTERLINE OF STATE HIGHWAY 73, 2.7 FT (0.8 M) WEST OF BE2876'THE SOUTHEAST BRIDGE ABUTMENT AND 0.1 FT (3.0 CM) NORTH OF THE BE2876'CONCRETE ANCHOR FOR METAL GUARDRAIL AT SOUTHEAST CORNER OF BRIDGE. BE2876'MARK WAS NOT LEVELED TO THIS DATE. BE2876 BE2876 STATION RECOVERY (1996) BE2876 BE2876'RECOVERY NOTE BY US POWER SQUADRON 1996 BE2876'RECOVERED IN GOOD CONDITION. BE2876 BE2876 STATION RECOVERY (2002) BE2876 BE2876'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCD) BE2876'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2877 *********************************************************************** BE2877 DESIGNATION - CAL 24 BE2877 PID - BE2877 BE2877 STATE/COUNTY- FL/CALHOUN BE2877 USGS QUAD - FRINK (1990) BE2877 BE2877 *CURRENT SURVEY CONTROL BE2877 ___________________________________________________________________ BE2877* NAD 83(1986)- 30 20 41. (N) 085 12 45. (W) SCALED BE2877* NAVD 88 - 24.666 (meters) 80.92 (feet) ADJUSTED BE2877 ___________________________________________________________________ BE2877 GEOID HEIGHT- -27.98 (meters) GEOID99 BE2877 DYNAMIC HT - 24.633 (meters) 80.82 (feet) COMP BE2877 MODELED GRAV- 979,324.0 (mgal) NAVD 88 BE2877 BE2877 VERT ORDER - SECOND CLASS I BE2877 BE2877.The horizontal coordinates were scaled from a topographic map and have BE2877.an estimated accuracy of +/- 6 seconds. BE2877 BE2877.The orthometric height was determined by differential leveling BE2877.and adjusted by the National Geodetic Survey in June 1991. BE2877 BE2877.The geoid height was determined by GEOID99. BE2877 BE2877.The dynamic height is computed by dividing the NAVD 88 BE2877.geopotential number by the normal gravity value computed on the BE2877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2877.degrees latitude (g = 980.6199 gals.). BE2877 BE2877.The modeled gravity was interpolated from observed gravity values. BE2877 BE2877; North East Units Estimated Accuracy BE2877;SPC FL N - 149,270. 531,500. MT (+/- 180 meters Scaled) BE2877 BE2877 SUPERSEDED SURVEY CONTROL BE2877 BE2877.No superseded survey control is available for this station. BE2877 BE2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU718583(NAD 83) BE2877_MARKER: DB = BENCH MARK DISK BE2877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2877_STAMPING: CAL 24 BSM 1980 BE2877_MARK LOGO: FLDT BE2877_PROJECTION: RECESSED 10 CENTIMETERS BE2877_MAGNETIC: N = NO MAGNETIC MATERIAL BE2877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2877+STABILITY: SURFACE MOTION BE2877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BE2877+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2002 BE2877 BE2877 HISTORY - Date Condition Report By BE2877 HISTORY - 1980 MONUMENTED FLDNR BE2877 HISTORY - 19910531 GOOD NGS BE2877 HISTORY - 19961205 GOOD USPSQD BE2877 HISTORY - 20020622 GOOD USPSQD BE2877 BE2877 STATION DESCRIPTION BE2877 BE2877'DESCRIBED BY FL DEPT OF NAT RES 1980 BE2877'6.9 MI SSW FROM CLARKSVILLE. BE2877'BEGIN AT THE U.S. POST OFFICE IN CLARKSVILLE, PROCEED 0.1 MILE WEST BE2877'ALONG HIGHWAY 20 TO THE JUNCTION OF STATE HIGHWAY 73 SOUTH, PROCEED BE2877'6.8 MILES SOUTH ALONG HIGHWAY 73 TO THE MARK. THE MARK BEARS 28.9 BE2877'FEET EAST OF HIGHWAY 73 CENTERLINE, 70.4 FEET NORTH OF THE NORTH END BE2877'OF A GALVANIZED CULVERT, 95.7 FEET NORTHEAST OF TELEPHONE POLE 93, BE2877'AND 3.4 FEET WEST OF A WITNESS POST. BE2877 BE2877 STATION RECOVERY (1991) BE2877 BE2877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT) BE2877'THE STATION IS ABOUT 6.6 MI (10.6 KM) SOUTH-SOUTHWEST FROM CLARKSVILLE BE2877'IN SECTION 2, T 2 S, R 10 W. TO REACH THE MARK FROM THE POST OFFICE IN BE2877'CLARKSVILLE, GO EAST ON STATE HIGHWAY 20 FOR 0.7 MI (1.1 KM) TO THE BE2877'JUNCTION OF STATE HIGHWAY 73 SOUTH, TURN RIGHT AND GO SOUTH ON STATE BE2877'HIGHWAY 73 FOR 7.0 MI (11.3 KM) TO THE MARK ON THE LEFT, SET IN THE BE2877'TOP OF A CONCRETE MONUMENT RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL BE2877'OF THE GROUND. LOCATED 95.7 FT (29.2 M) NORTHEAST OF TELEPHONE POLE BE2877'NUMBER R E A 93, 70.4 FT (21.5 M) NORTH OF THE NORTH END OF A BE2877'GALVANIZED CULVERT, 28.9 FT (8.8 M) EAST OF THE CENTERLINE OF STATE BE2877'HIGHWAY 73 AND 3.4 FT (1.0 M) WEST OF A METAL WITNESS POST. MARK WAS BE2877'NOT LEVELED TO THIS DATE. BE2877 BE2877 STATION RECOVERY (1996) BE2877 BE2877'RECOVERY NOTE BY US POWER SQUADRON 1996 BE2877'RECOVERED IN GOOD CONDITION. BE2877 BE2877 STATION RECOVERY (2002) BE2877 BE2877'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCD) BE2877'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2878 *********************************************************************** BE2878 DESIGNATION - CAL 25 BE2878 PID - BE2878 BE2878 STATE/COUNTY- FL/CALHOUN BE2878 USGS QUAD - FRINK (1990) BE2878 BE2878 *CURRENT SURVEY CONTROL BE2878 ___________________________________________________________________ BE2878* NAD 83(1986)- 30 19 51. (N) 085 13 36. (W) SCALED BE2878* NAVD 88 - 28.718 (meters) 94.22 (feet) ADJUSTED BE2878 ___________________________________________________________________ BE2878 GEOID HEIGHT- -27.95 (meters) GEOID99 BE2878 DYNAMIC HT - 28.680 (meters) 94.09 (feet) COMP BE2878 MODELED GRAV- 979,323.9 (mgal) NAVD 88 BE2878 BE2878 VERT ORDER - SECOND CLASS I BE2878 BE2878.The horizontal coordinates were scaled from a topographic map and have BE2878.an estimated accuracy of +/- 6 seconds. BE2878 BE2878.The orthometric height was determined by differential leveling BE2878.and adjusted by the National Geodetic Survey in June 1991. BE2878 BE2878.The geoid height was determined by GEOID99. BE2878 BE2878.The dynamic height is computed by dividing the NAVD 88 BE2878.geopotential number by the normal gravity value computed on the BE2878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2878.degrees latitude (g = 980.6199 gals.). BE2878 BE2878.The modeled gravity was interpolated from observed gravity values. BE2878 BE2878; North East Units Estimated Accuracy BE2878;SPC FL N - 147,740. 530,120. MT (+/- 180 meters Scaled) BE2878 BE2878 SUPERSEDED SURVEY CONTROL BE2878 BE2878.No superseded survey control is available for this station. BE2878 BE2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU704567(NAD 83) BE2878_MARKER: DB = BENCH MARK DISK BE2878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2878_STAMPING: CAL 25 BSM 1980 BE2878_MARK LOGO: FLDT BE2878_PROJECTION: RECESSED 8 CENTIMETERS BE2878_MAGNETIC: N = NO MAGNETIC MATERIAL BE2878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2878+STABILITY: SURFACE MOTION BE2878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BE2878+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2002 BE2878 BE2878 HISTORY - Date Condition Report By BE2878 HISTORY - 1980 MONUMENTED FLDNR BE2878 HISTORY - 19910531 GOOD NGS BE2878 HISTORY - 19961205 GOOD USPSQD BE2878 HISTORY - 20020622 GOOD USPSQD BE2878 BE2878 STATION DESCRIPTION BE2878 BE2878'DESCRIBED BY FL DEPT OF NAT RES 1980 BE2878'8.0 MI SSW FROM CLARKSVILLE. BE2878'BEGIN AT THE U.S. POST OFFICE IN CLARKSVILLE, PROCEED 0.1 MILE WEST BE2878'ALONG HIGHWAY 20 TO THE JUNCTION OF STATE HIGHWAY 73 SOUTH, PROCEED BE2878'7.9 MILES SOUTH ALONG STATE HIGHWAY 73 TO THE MARK. THE MARK BEARS BE2878'43.8 FEET NORTHWEST OF HIGHWAY 73 CENTERLINE, 8.6 FEET SOUTHEAST OF A BE2878'FENCE LINE, 194.0 FEET SOUTHWEST OF THE DIRT ROAD CENTERLINE TO THE BE2878'DIVISION OF FORESTRY, SMITH TOWER, AND 6 FEET SOUTHEAST OF A WITNESS BE2878'POST. BE2878 BE2878 STATION RECOVERY (1991) BE2878 BE2878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT) BE2878'THE STATION IS 7.6 MI (12.2 KM) SOUTH-SOUTHWEST FROM CLARKSVILLE IN BE2878'SECTION 10, T 2 S, R 10 W. TO REACH THE MARK FROM THE POST OFFICE IN BE2878'CLARKSVILLE, GO EAST ON STATE HIGHWAY 20 FOR 0.7 MI (1.1 KM) TO THE BE2878'JUNCTION OF STATE HIGHWAY 73 SOUTH, TURN RIGHT AND GO SOUTH ON STATE BE2878'HIGHWAY 73 FOR 8.1 MI (13.0 KM) TO THE MARK ON THE RIGHT, SET IN THE BE2878'TOP OF A CONCRETE MONUMENT RECESSED 0.3 FT (9.1 CM) BELOW THE LEVEL OF BE2878'THE GROUND. LOCATED 194 FT (59.1 M) SOUTHWEST FROM THE CENTERLINE OF A BE2878'DIRT ROAD TO THE DIVISION OF FORESTRY (SMITH TOWER), 43.8 FT (13.4 M) BE2878'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 73, 8.6 FT (2.6 M) BE2878'SOUTHEAST OF A FENCE LINE AND 6.0 FT (1.8 M) SOUTHEAST OF A METAL BE2878'WITNESS POST. MARK WAS NOT LEVELED TO THIS DATE. BE2878 BE2878 STATION RECOVERY (1996) BE2878 BE2878'RECOVERY NOTE BY US POWER SQUADRON 1996 BE2878'RECOVERED IN GOOD CONDITION. BE2878 BE2878 STATION RECOVERY (2002) BE2878 BE2878'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCD) BE2878'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2879 *********************************************************************** BE2879 DESIGNATION - CAL 26 BE2879 PID - BE2879 BE2879 STATE/COUNTY- FL/CALHOUN BE2879 USGS QUAD - FRINK (1990) BE2879 BE2879 *CURRENT SURVEY CONTROL BE2879 ___________________________________________________________________ BE2879* NAD 83(1986)- 30 18 56. (N) 085 13 52. (W) SCALED BE2879* NAVD 88 - 24.745 (meters) 81.18 (feet) ADJUSTED BE2879 ___________________________________________________________________ BE2879 GEOID HEIGHT- -27.93 (meters) GEOID99 BE2879 DYNAMIC HT - 24.712 (meters) 81.08 (feet) COMP BE2879 MODELED GRAV- 979,323.7 (mgal) NAVD 88 BE2879 BE2879 VERT ORDER - SECOND CLASS I BE2879 BE2879.The horizontal coordinates were scaled from a topographic map and have BE2879.an estimated accuracy of +/- 6 seconds. BE2879 BE2879.The orthometric height was determined by differential leveling BE2879.and adjusted by the National Geodetic Survey in June 1991. BE2879 BE2879.The geoid height was determined by GEOID99. BE2879 BE2879.The dynamic height is computed by dividing the NAVD 88 BE2879.geopotential number by the normal gravity value computed on the BE2879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2879.degrees latitude (g = 980.6199 gals.). BE2879 BE2879.The modeled gravity was interpolated from observed gravity values. BE2879 BE2879; North East Units Estimated Accuracy BE2879;SPC FL N - 146,050. 529,690. MT (+/- 180 meters Scaled) BE2879 BE2879 SUPERSEDED SURVEY CONTROL BE2879 BE2879.No superseded survey control is available for this station. BE2879 BE2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU700550(NAD 83) BE2879_MARKER: DB = BENCH MARK DISK BE2879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2879_STAMPING: CAL 26 BSM 1980 BE2879_MARK LOGO: FLDT BE2879_PROJECTION: FLUSH BE2879_MAGNETIC: N = NO MAGNETIC MATERIAL BE2879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2879+STABILITY: SURFACE MOTION BE2879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BE2879+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2002 BE2879 BE2879 HISTORY - Date Condition Report By BE2879 HISTORY - 1980 MONUMENTED FLDNR BE2879 HISTORY - 19910531 GOOD NGS BE2879 HISTORY - 19961205 GOOD USPSQD BE2879 HISTORY - 20020622 GOOD USPSQD BE2879 BE2879 STATION DESCRIPTION BE2879 BE2879'DESCRIBED BY FL DEPT OF NAT RES 1980 BE2879'9.05 MI SSW FROM CLARKSVILLE. BE2879'BEGIN AT THE U.S. POST OFFICE IN CLARKSVILLE, PROCEED 0.1 MILE WEST BE2879'ALONG HIGHWAY 20 TO THE JUNCTION OF STATE HIGHWAY 73 SOUTH, PROCEED BE2879'8.95 MILES SOUTH ALONG HIGHWAY 73 TO THE MARK. THE MARK BEARS 39.5 BE2879'FEET EAST-NORTHEAST OF HIGHWAY 73 CENTERLINE, 89.8 FEET EAST-NORTHEAST BE2879'OF POWER POLE 68, 182.0 FEET SOUTH-SOUTHWEST OF A DIRT ROAD BE2879'CENTERLINE, AND 2.7 FEET WEST-SOUTHWEST OF A WITNESS POST. BE2879 BE2879 STATION RECOVERY (1991) BE2879 BE2879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT) BE2879'THE STATION IS ABOUT 8.8 MI (14.2 KM) SOUTH-SOUTHWEST OF CLARKSVILLE BE2879'IN SECTION 15, T 2 S, R 10 W. TO REACH THE MARK FROM THE POST OFFICE BE2879'IN CLARKSVILLE, GO EAST ON STATE HIGHWAY 20 FOR 0.7 MI (1.1 KM) TO THE BE2879'JUNCTION OF STATE HIGHWAY 73 SOUTH, TURN RIGHT AND GO SOUTH ON STATE BE2879'HIGHWAY 73 FOR 9.2 MI (14.8 KM) TO THE MARK ON THE LEFT, SET IN THE BE2879'TOP OF A CONCRETE MONUMENT RECESSED 0.3 FT (9.1 CM) BELOW THE LEVEL OF BE2879'THE GROUND. LOCATED 182.0 FT (55.5 M) SOUTH-SOUTHWEST OF THE BE2879'CENTERLINE OF A DIRT ROAD SOUTH, 89.8 FT (27.4 M) EAST-NORTHEAST OF BE2879'POWER POLE NUMBER 68, 39.5 FT (12.0 M) EAST-NORTHEAST FROM THE BE2879'CENTERLINE OF STATE HIGHWAY 73 AND 2.7 FT (0.8 M) WEST-SOUTHWEST OF A BE2879'METAL WITNESS POST. MARK WAS NOT LEVELED TO THIS DATE. BE2879 BE2879 STATION RECOVERY (1996) BE2879 BE2879'RECOVERY NOTE BY US POWER SQUADRON 1996 BE2879'RECOVERED IN GOOD CONDITION. BE2879 BE2879 STATION RECOVERY (2002) BE2879 BE2879'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCD) BE2879'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2880 *********************************************************************** BE2880 DESIGNATION - CAL 27 BE2880 PID - BE2880 BE2880 STATE/COUNTY- FL/CALHOUN BE2880 USGS QUAD - FRINK (1990) BE2880 BE2880 *CURRENT SURVEY CONTROL BE2880 ___________________________________________________________________ BE2880* NAD 83(1986)- 30 17 59. (N) 085 14 16. (W) SCALED BE2880* NAVD 88 - 23.590 (meters) 77.39 (feet) ADJUSTED BE2880 ___________________________________________________________________ BE2880 GEOID HEIGHT- -27.90 (meters) GEOID99 BE2880 DYNAMIC HT - 23.559 (meters) 77.29 (feet) COMP BE2880 MODELED GRAV- 979,323.5 (mgal) NAVD 88 BE2880 BE2880 VERT ORDER - SECOND CLASS I BE2880 BE2880.The horizontal coordinates were scaled from a topographic map and have BE2880.an estimated accuracy of +/- 6 seconds. BE2880 BE2880.The orthometric height was determined by differential leveling BE2880.and adjusted by the National Geodetic Survey in June 1991. BE2880 BE2880.The geoid height was determined by GEOID99. BE2880 BE2880.The dynamic height is computed by dividing the NAVD 88 BE2880.geopotential number by the normal gravity value computed on the BE2880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2880.degrees latitude (g = 980.6199 gals.). BE2880 BE2880.The modeled gravity was interpolated from observed gravity values. BE2880 BE2880; North East Units Estimated Accuracy BE2880;SPC FL N - 144,300. 529,030. MT (+/- 180 meters Scaled) BE2880 BE2880 SUPERSEDED SURVEY CONTROL BE2880 BE2880.No superseded survey control is available for this station. BE2880 BE2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU694533(NAD 83) BE2880_MARKER: DB = BENCH MARK DISK BE2880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2880_STAMPING: CAL 27 1980 BSM BE2880_MARK LOGO: FLDNR BE2880_PROJECTION: FLUSH BE2880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2880+STABILITY: SURFACE MOTION BE2880_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BE2880+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1991 BE2880 BE2880 HISTORY - Date Condition Report By BE2880 HISTORY - 1980 MONUMENTED FLDNR BE2880 HISTORY - 19910531 MARK NOT FOUND NGS BE2880 HISTORY - 19961205 MARK NOT FOUND USPSQD BE2880 BE2880 STATION DESCRIPTION BE2880 BE2880'DESCRIBED BY FL DEPT OF NAT RES 1980 BE2880'10.15 MI SSW FROM CLARKSVILLE. BE2880'BEGIN AT THE U.S. POST OFFICE IN CLARKSVILLE, PROCEED 0.1 MILE WEST BE2880'ALONG STATE HIGHWAY 20 TO THE JUNCTION OF STATE HIGHWAY 73 SOUTH, BE2880'PROCEED 10.05 MILES SOUTH ALONG HIGHWAY 73 TO THE MARK. THE MARK BE2880'BEARS 44.0 FEET WEST-SOUTHWEST OF HIGHWAY 73 CENTERLINE, 21.3 FEET BE2880'SOUTH OF POWER POLE 56, AND 5.2 FEET EAST-NORTHEAST OF A WITNESS POST. BE2880 BE2880 STATION RECOVERY (1991) BE2880 BE2880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT) BE2880'NOTE--A HOLE WAS FOUND AT THESE MEASUREMENTS, BUT THE MARK OR WITNESS BE2880'POST WERE NOT FOUND. BE2880 BE2880 STATION RECOVERY (1996) BE2880 BE2880'RECOVERY NOTE BY US POWER SQUADRON 1996 BE2880'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2881 *********************************************************************** BE2881 DESIGNATION - CAL 28 BE2881 PID - BE2881 BE2881 STATE/COUNTY- FL/CALHOUN BE2881 USGS QUAD - FRINK (1990) BE2881 BE2881 *CURRENT SURVEY CONTROL BE2881 ___________________________________________________________________ BE2881* NAD 83(1986)- 30 17 06. (N) 085 14 30. (W) SCALED BE2881* NAVD 88 - 22.378 (meters) 73.42 (feet) ADJUSTED BE2881 ___________________________________________________________________ BE2881 GEOID HEIGHT- -27.87 (meters) GEOID99 BE2881 DYNAMIC HT - 22.349 (meters) 73.32 (feet) COMP BE2881 MODELED GRAV- 979,323.2 (mgal) NAVD 88 BE2881 BE2881 VERT ORDER - SECOND CLASS I BE2881 BE2881.The horizontal coordinates were scaled from a topographic map and have BE2881.an estimated accuracy of +/- 6 seconds. BE2881 BE2881.The orthometric height was determined by differential leveling BE2881.and adjusted by the National Geodetic Survey in June 1991. BE2881 BE2881.The geoid height was determined by GEOID99. BE2881 BE2881.The dynamic height is computed by dividing the NAVD 88 BE2881.geopotential number by the normal gravity value computed on the BE2881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2881.degrees latitude (g = 980.6199 gals.). BE2881 BE2881.The modeled gravity was interpolated from observed gravity values. BE2881 BE2881; North East Units Estimated Accuracy BE2881;SPC FL N - 142,670. 528,650. MT (+/- 180 meters Scaled) BE2881 BE2881 SUPERSEDED SURVEY CONTROL BE2881 BE2881.No superseded survey control is available for this station. BE2881 BE2881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU691516(NAD 83) BE2881_MARKER: DB = BENCH MARK DISK BE2881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2881_STAMPING: CAL 28 BSM 1980 BE2881_MARK LOGO: FLDNR BE2881_PROJECTION: RECESSED 30 CENTIMETERS BE2881_MAGNETIC: N = NO MAGNETIC MATERIAL BE2881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2881+STABILITY: SURFACE MOTION BE2881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BE2881+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2002 BE2881 BE2881 HISTORY - Date Condition Report By BE2881 HISTORY - 1980 MONUMENTED FLDNR BE2881 HISTORY - 19910531 GOOD NGS BE2881 HISTORY - 19961205 GOOD USPSQD BE2881 HISTORY - 20020622 GOOD USPSQD BE2881 BE2881 STATION DESCRIPTION BE2881 BE2881'DESCRIBED BY FL DEPT OF NAT RES 1980 BE2881'11.25 MI SSW FROM CLARKSVILLE. BE2881'BEGIN AT THE U.S. POST OFFICE IN CLARKSVILLE, PROCEED 0.1 MILE WEST BE2881'ALONG STATE HIGHWAY 20 TO THE JUNCTION OF STATE HIGHWAY 73 SOUTH, BE2881'PROCEED 11.15 MILES SOUTH ALONG HIGHWAY 73 TO THE MARK. THE MARK BE2881'BEARS 45.0 FEET EAST OF HIGHWAY 73 CENTERLINE, 54.9 FEET NORTH OF BE2881'COUNTY ROAD C 392 CENTERLINE, 6.5 FEET NORTH OF PHONE CABLE BOX BE2881'A-133-L35, AND 3.5 FEET WEST OF A WITNESS POST. BE2881 BE2881 STATION RECOVERY (1991) BE2881 BE2881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT) BE2881'THE STATION IS ABOUT 10.9 MI (17.5 KM) SOUTH-SOUTHWEST OF CLARKSVILLE BE2881'AT THE JUNCTION OF STATE HIGHWAY 73 AND COUNTY ROAD C-392 IN SECTION BE2881'28, T 2 S, R 10 W. TO REACH THE MARK FROM THE POST OFFICE IN BE2881'CLARKSVILLE, GO EAST ON STATE HIGHWAY 20 FOR 0.7 MI (1.1 KM) TO THE BE2881'JUNCTION OF STATE HIGHWAY 73 SOUTH, TURN RIGHT AND GO SOUTH ON STATE BE2881'HIGHWAY 73 FOR 11.40 MI (18.35 KM) TO THE MARK ON THE LEFT, SET IN THE BE2881'TOP OF A CONCRETE MONUMENT RECESSED 1.0 FT (0.3 M) BELOW THE LEVEL OF BE2881'THE GROUND. LOCATED 54.9 FT (16.7 M) NORTH OF THE CENTERLINE OF COUNTY BE2881'ROAD C-392, 45.0 FT (13.7 M) EAST OF THE CENTERLINE OF STATE HIGHWAY BE2881'73, 17.0 FT (5.2 M) WEST OF A GALVANIZED CULVERT PIPE, 6.5 FT (2.0 M) BE2881'NORTH OF A PHONE CABLE BOX NUMBER B 4R 39R 1 WHICH IS ATTACHED TO A BE2881'POWER POLE NUMBER E P1271 SPPH 6 30 AND 3.5 FT (1.1 M) WEST OF A METAL BE2881'WITNESS POST. BE2881 BE2881 STATION RECOVERY (1996) BE2881 BE2881'RECOVERY NOTE BY US POWER SQUADRON 1996 BE2881'RECOVERED IN GOOD CONDITION. BE2881 BE2881 STATION RECOVERY (2002) BE2881 BE2881'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCD) BE2881'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE3937 *********************************************************************** BE3937 CBN - This is a Cooperative Base Network Control Station. BE3937 DESIGNATION - FLGPS 11 BE3937 PID - BE3937 BE3937 STATE/COUNTY- FL/CALHOUN BE3937 USGS QUAD - FRINK (1990) BE3937 BE3937 *CURRENT SURVEY CONTROL BE3937 ___________________________________________________________________ BE3937* NAD 83(1999)- 30 17 05.93614(N) 085 14 26.99368(W) ADJUSTED BE3937* NAVD 88 - 22.55 (meters) 74.0 (feet) LEVELING BE3937 ___________________________________________________________________ BE3937 X - 457,350.031 (meters) COMP BE3937 Y - -5,493,382.718 (meters) COMP BE3937 Z - 3,197,690.770 (meters) COMP BE3937 LAPLACE CORR- -0.54 (seconds) DEFLEC99 BE3937 ELLIP HEIGHT- -5.46 (meters) (05/31/01) GPS OBS BE3937 GEOID HEIGHT- -27.87 (meters) GEOID99 BE3937 BE3937 HORZ ORDER - B BE3937 VERT ORDER - THIRD BE3937 ELLP ORDER - FIFTH CLASS I BE3937 BE3937.The horizontal coordinates were established by GPS observations BE3937.and adjusted by the National Geodetic Survey in May 2001. BE3937 BE3937.The orthometric height was determined by differential leveling. BE3937.The vertical network tie was performed by a horz. field party for horz. BE3937.obs reductions. Reset procedures were used to establish the elevation. BE3937 BE3937.The X, Y, and Z were computed from the position and the ellipsoidal ht. BE3937 BE3937.The Laplace correction was computed from DEFLEC99 derived deflections. BE3937 BE3937.The ellipsoidal height was determined by GPS observations BE3937.and is referenced to NAD 83. BE3937 BE3937.The geoid height was determined by GEOID99. BE3937 BE3937; North East Units Scale Converg. BE3937;SPC FL N - 142,668.829 528,729.062 MT 0.99995053 -0 22 20.2 BE3937;UTM 16 - 3,351,674.515 669,194.007 MT 0.99995317 +0 53 14.5 BE3937 BE3937 SUPERSEDED SURVEY CONTROL BE3937 BE3937 NAD 83(1990)- 30 17 05.93582(N) 085 14 26.99275(W) AD( ) B BE3937 ELLIP HT - -5.30 (m) (09/13/90) GP( ) 4 1 BE3937 NGVD 29 - 22.7 (m) 74. (f) GPS OBS BE3937 BE3937.Superseded values are not recommended for survey control. BE3937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE3937.See file dsdata.txt to determine how the superseded data were derived. BE3937 BE3937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU6919451675(NAD 83) BE3937_MARKER: F = FLANGE-ENCASED ROD BE3937_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) BE3937_STAMPING: FLGPS 11 1988 BE3937_MARK LOGO: NGS BE3937_PROJECTION: FLUSH BE3937_MAGNETIC: N = NO MAGNETIC MATERIAL BE3937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BE3937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BE3937+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2001 BE3937_ROD/PIPE-DEPTH: 33.5 meters BE3937_SLEEVE-DEPTH : 0.91 meters BE3937 BE3937 HISTORY - Date Condition Report By BE3937 HISTORY - 1988 MONUMENTED NGS BE3937 HISTORY - 19890303 GOOD BE3937 HISTORY - 19890412 GOOD BE3937 HISTORY - 19910531 GOOD NGS BE3937 HISTORY - 19950706 GOOD BDE BE3937 HISTORY - 20000605 GOOD KEISCH BE3937 HISTORY - 20010725 GOOD FLDT BE3937 BE3937 STATION DESCRIPTION BE3937 BE3937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 BE3937'THE STATION IS LOCATED ABOUT 25.51 KM (15.85 MI) SOUTHWEST OF BE3937'BLOUNTSTOWN, 6.03 KM (3.75 MI) NORTHWEST OF CHIPOLA PARK, IN FRONT OF BE3937'A HOUSE AND PROPERTY OWNED BY RALPH NEWSOME, P.O. BOX 134, KINARD FL BE3937'32449, PHONE 904-639-5307. OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY. BE3937'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 71 AND 20 IN BE3937'BLOUNTSTOWN, GO SOUTHWESTERLY FOR 21.73 KM (13.50 MI) TO THE NORTHEAST BE3937'END OF THE BRIDGE OVER THE CHIPOLA RIVER. CONTINUE STRAIGHT AHEAD ON BE3937'HIGHWAY 71 FOR 0.72 KM (0.45 MI) TO A PAVED ROAD RIGHT. TURN RIGHT BE3937'AND GO 9.25 KM (5.75 MI) ON COUNTY ROAD 392 TO THE STATION ON THE BE3937'RIGHT. BE3937'THE STATION IS RECESSED 10 CM BELOW GROUND. LOCATED 45.11 M BE3937'(148.0 FT) EAST FROM A SIGNPOST FOR COUNTY ROAD C-73 SIGN, 7.32 M BE3937'(24.0 FT) NORTH FROM THE APPROXIMATE CENTER OF COUNTY ROAD 392, 5.73 M BE3937'(18.8 FT) SOUTH FROM AN EAST-WEST FENCE LINE, 5.49 M (18.0 FT) SOUTH BE3937'FROM A CARSONITE WITNESS POST AND 1.28 M (4.2 FT) SOUTH FROM THE EAST BE3937'END OF A CONCRETE CULVERT UNDER DIRT DRIVE. NOTE--ACCESS TO DATUM BE3937'POINT IS HAD THROUGH A 5-INCH LOGO CAP. BE3937'DESCRIBED BY R.L. MALLOY. BE3937 BE3937 STATION RECOVERY (1989) BE3937 BE3937'RECOVERED 1989 BE3937'RECOVERED IN GOOD CONDITION. BE3937 BE3937 STATION RECOVERY (1989) BE3937 BE3937'RECOVERED 1989 BE3937'RECOVERED IN GOOD CONDITION. BE3937 BE3937 STATION RECOVERY (1991) BE3937 BE3937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT) BE3937'THE STATION IS ABOUT 15.85 MI (25.51 KM) SOUTHWEST OF BLOUNTSTOWN, BE3937'3.75 MI (6.03 KM) NORTHWEST OF CHIPOLA PARK, IN SECTION 28, T 2 S, R BE3937'10 W. IN FRONT OF A HOUSE AND PROPERTY OWNED BY RALPH NEWSOME, P.O. BE3937'BOX 134, KINARD, FLORIDA 32449. OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY. BE3937'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 71 AND STATE BE3937'HIGHWAY 20 IN BLOUNTSTOWN, GO SOUTHWESTERLY FOR 13.05 MI (21.00 KM) ON BE3937'STATE HIGHWAY 71 TO THE NORTHEAST END OF THE HIGHWAY BRIDGE OVER THE BE3937'CHIPOLA RIVER, CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR 0.4 MI BE3937'(0.6 KM) ON HIGHWAY 71 TO A COUNTY ROAD 392 ON THE RIGHT, TURN RIGHT BE3937'AND GO NORTHWEST, THEN WEST FOR 4.25 MI (6.84 KM) ON COUNTY ROAD 392 BE3937'TO A DIRT DRIVEWAY ON THE LEFT, LEADING SOUTH TO A ONE-STORY BRICK BE3937'HOUSE, CONTINUE STRAIGHT AHEAD AND GO WEST FOR 1.4 MI (2.3 KM) ON BE3937'COUNTY ROAD 392 TO THE MARK ON THE RIGHT, RECESSED 0.4 FT (12.2 CM) BE3937'BELOW THE GROUND. THE MARK CAN ALSO BE REACHED FROM THE JUNCTION OF BE3937'COUNTY ROAD 392 AND STATE HIGHWAY 73 SOUTH OF CLARKSVILLE, GO EAST ON BE3937'COUNTY ROAD 392 FOR 0.05 MI (0.08 KM) TO THE MARK. LOCATED 148.0 FT BE3937'(45.1 M) EAST OF A SIGN POST FOR STATE HIGHWAY C-73, 24.0 FT (7.3 M) BE3937'SOUTH OF AN EAST-WEST FENCE LINE, 18.0 FT (5.5 M) SOUTH FROM A BE3937'CARSONITE WITNESS POST AND 4.2 FT (1.3 M) SOUTH OF THE EAST END OF A BE3937'CONCRETE CULVERT UNDER DIRT DRIVE. BE3937 BE3937 STATION RECOVERY (1995) BE3937 BE3937'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1995 (DRJ) BE3937'RECOVERED AS DESCRIBED. BE3937 BE3937 STATION RECOVERY (2000) BE3937 BE3937'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 2000 BE3937'RECOVERED IN GOOD CONDITION. BE3937 BE3937 STATION RECOVERY (2001) BE3937 BE3937'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2001 (DD) BE3937'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2883 *********************************************************************** BE2883 DESIGNATION - KINARD 3 BE2883 PID - BE2883 BE2883 STATE/COUNTY- FL/CALHOUN BE2883 USGS QUAD - FRINK (1990) BE2883 BE2883 *CURRENT SURVEY CONTROL BE2883 ___________________________________________________________________ BE2883* NAD 83(1999)- 30 17 04.48657(N) 085 13 20.90550(W) ADJUSTED BE2883* NAVD 88 - 22.389 (meters) 73.45 (feet) ADJUSTED BE2883 ___________________________________________________________________ BE2883 X - 459,111.977 (meters) COMP BE2883 Y - -5,493,258.203 (meters) COMP BE2883 Z - 3,197,652.149 (meters) COMP BE2883 LAPLACE CORR- -0.50 (seconds) DEFLEC99 BE2883 ELLIP HEIGHT- -5.61 (meters) (05/31/01) GPS OBS BE2883 GEOID HEIGHT- -27.88 (meters) GEOID99 BE2883 DYNAMIC HT - 22.359 (meters) 73.36 (feet) COMP BE2883 MODELED GRAV- 979,323.3 (mgal) NAVD 88 BE2883 BE2883 HORZ ORDER - FIRST BE2883 VERT ORDER - SECOND CLASS I BE2883 ELLP ORDER - FOURTH CLASS I BE2883 BE2883.The horizontal coordinates were established by GPS observations BE2883.and adjusted by the National Geodetic Survey in May 2001. BE2883 BE2883.The orthometric height was determined by differential leveling BE2883.and adjusted by the National Geodetic Survey in June 1991. BE2883 BE2883.The X, Y, and Z were computed from the position and the ellipsoidal ht. BE2883 BE2883.The Laplace correction was computed from DEFLEC99 derived deflections. BE2883 BE2883.The ellipsoidal height was determined by GPS observations BE2883.and is referenced to NAD 83. BE2883 BE2883.The geoid height was determined by GEOID99. BE2883 BE2883.The dynamic height is computed by dividing the NAVD 88 BE2883.geopotential number by the normal gravity value computed on the BE2883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2883.degrees latitude (g = 980.6199 gals.). BE2883 BE2883.The modeled gravity was interpolated from observed gravity values. BE2883 BE2883; North East Units Scale Converg. BE2883;SPC FL N - 142,612.861 530,494.851 MT 0.99995052 -0 21 47.0 BE2883;UTM 16 - 3,351,657.379 670,960.611 MT 0.99996059 +0 53 47.8 BE2883 BE2883: Primary Azimuth Mark Grid Az BE2883:SPC FL N - KINARD 3 AZ MK 273 21 59.1 BE2883:UTM 16 - KINARD 3 AZ MK 272 06 24.3 BE2883 BE2883|---------------------------------------------------------------------| BE2883| PID Reference Object Distance Geod. Az | BE2883| dddmmss.s | BE2883| BE3533 KINARD 2 4.354 METERS 00729 | BE2883| BE2885 KINARD RM 1 23.130 METERS 18730 | BE2883| BE2884 KINARD 3 RM 3 26.657 METERS 27035 | BE2883| CW2421 KINARD 3 AZ MK 2730012.1 | BE2883|---------------------------------------------------------------------| BE2883 BE2883 SUPERSEDED SURVEY CONTROL BE2883 BE2883 ELLIP HT - -5.44 (m) (03/07/01) GP( ) 4 2 BE2883 NAD 83(1990)- 30 17 04.48627(N) 085 13 20.90442(W) AD( ) 1 BE2883 NAD 83(1986)- 30 17 04.48469(N) 085 13 20.92012(W) AD( ) 3 BE2883 NAD 27 - 30 17 03.77837(N) 085 13 21.22455(W) AD( ) 3 BE2883 NGVD 29 - 22.53 (m) 73.9 (f) LEVELING 3 BE2883 BE2883.Superseded values are not recommended for survey control. BE2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BE2883.See file dsdata.txt to determine how the superseded data were derived. BE2883 BE2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU7096151657(NAD 83) BE2883_MARKER: DS = TRIANGULATION STATION DISK BE2883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2883_STAMPING: KINARD 3 1967 BE2883_MARK LOGO: CGS BE2883_PROJECTION: FLUSH BE2883_MAGNETIC: N = NO MAGNETIC MATERIAL BE2883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2883+STABILITY: SURFACE MOTION BE2883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BE2883+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2002 BE2883 BE2883 HISTORY - Date Condition Report By BE2883 HISTORY - 1967 MONUMENTED CGS BE2883 HISTORY - 1980 GOOD FLDNR BE2883 HISTORY - 19880906 GOOD NGS BE2883 HISTORY - 19890412 GOOD BE2883 HISTORY - 19910531 GOOD NGS BE2883 HISTORY - 19961205 GOOD USPSQD BE2883 HISTORY - 20000801 GOOD KEISCH BE2883 HISTORY - 20020622 GOOD USPSQD BE2883 BE2883 STATION DESCRIPTION BE2883 BE2883'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JB) BE2883'ABOUT 12.4 MILES SWLY ALONG NO. 71 FLORIDA HWY. FROM ITS BE2883'INTERSECTION WITH NO. 20 FLA. HWY. IN BLOUNTSTOWN BE2883'(0.2 MILE W OF COURTHOUSE) TO 0.4 MILE SW OF BRIDGE OVER BE2883'CHIPOLA RIVER AND TURN RIGHT, THENCE 4.1 MILES W ALONG NO. S BE2883'392 FLA. HWY. TO STATION ON LEFT, IT IS 1.2 MILES N AND 1.1 BE2883'MILES E OF VILLAGE OF KINARD, ABOUT 150 YARDS W OF APPARENTLY BE2883'HIGHEST POINT OF THE HWY. GRADE, 89-1/2 FEET W OF CREOSOTED BE2883'POWER POLE, 50.5 FEET S OF CENTER LINE OF 18-FOOT ASPHALT BE2883'HWY. PAVEMENT, LEVEL WITH SAME, 2.6 FEET W OF STEEL BE2883'WITNESS POST, AND FLUSH WITH THE GROUND. BE2883' BE2883'R.M. NO. 1 IS 108.67 FEET (33.123 METERS) SE OF NO. 3 R.M., BE2883'13 FEET E OF TRIANGLE-BLAZED 10-INCH PINE, 1.4 FEET E OF BE2883'STEEL WITNESS POST, AND PROJECTS 0.5 FOOT. BE2883' BE2883'R.M. NO. 3 IS 50.5 FEET S OF C/L OF HWY., 0.7 FOOT HIGHER BE2883'THAN SAME, 2.1 FEET E OF STEEL WITNESS POST, AND PROJECTS 0.5 BE2883'FOOT ABOVE GROUND. BE2883' BE2883'THE AZIMUTH MARKS ARE ABOUT 125 YARDS E OF TOP OF HILL AND BE2883'ROAD T-INTERSECTION, 50.5 FEET N OF C/L OF HWY., 1.6 FEET BE2883'LOWER THAN SAME, 11 FEET W OF TELEPHONE POLE, 2.3 FEET E BE2883'OF STEEL WITNESS POST, AND FLUSH WITH THE GROUND. IF THE BE2883'SURFACE MARK IS FOUND DISTURBED, THERE IS A SUBSURFACE AZIMUTH BE2883'MARK. BE2883' BE2883'HEIGHT OF RANGE POLE ABOVE STATION MARK 1.5 METERS. BE2883 BE2883 STATION RECOVERY (1980) BE2883 BE2883'RECOVERY NOTE BY FL DEPT OF NAT RES 1980 BE2883'12.45 MI SOUTH FROM CLARKSVILLE. BE2883'THE MARK IS ABOVE LEVEL WITH HIGHWAY. BE2883'BEGIN AT THE U.S. POST OFFICE IN CLARKSVILLE, PROCEED 0.1 MILE WEST BE2883'ALONG STATE HIGHWAY 20 TO THE JUNCTION OF STATE HIGHWAY 73 SOUTH, BE2883'PROCEED 11.15 MILES SOUTH ALONG HIGHWAY 73 TO THE INTERSECTION OF BE2883'COUNTY ROAD C 392, PROCEED 1.2 MILES EAST ALONG C 392 TO THE MARK. BE2883'THE MARK BEARS 50.5 FEET SOUTH OF C 392 CENTERLINE, 89.5 FEET WEST OF BE2883'A POWER POLE, AND 2.6 FEET WEST OF A WITNESS POST. BE2883 BE2883 STATION RECOVERY (1988) BE2883 BE2883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 BE2883'THE STATION IS LOCATED ABOUT 24.14 KM (15.00 MI) SOUTHWEST OF BE2883'BLOUNTSTOWN, 1.85 KM (1.15 MI) EAST OF THE JUNCTION OF STATE HIGHWAY BE2883'73 AND COUNTY ROAD 392, ON THE SOUTH SIDE OF COUNTY ROAD 392. BE2883'OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY. BE2883'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 71 AND 20 IN BE2883'BLOUNTSTOWN, GO SOUTHWESTERLY FOR 20.68 KM (12.85 MI) ON HIGHWAY 71 TO BE2883'THE NORTHEAST END OF THE HIGHWAY BRIDGE OVER THE CHIPOLA RIVER. BE2883'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR 0.72 KM (0.45 MI) ON BE2883'HIGHWAY 71 TO A PAVED ROAD RIGHT. TURN RIGHT AND GO NORTHWEST, THEN BE2883'WEST FOR 6.76 KM (4.20 MI) ON COUNTY ROAD 392 TO A DIRT DRIVE LEFT, BE2883'LEADING SOUTH TO A ONE-STORY BRICK HOUSE. CONTINUE STRAIGHT AHEAD AND BE2883'GO WEST FOR 0.40 KM (0.25 MI) ON COUNTY ROAD 392 TO THE STATION ON BE2883'LEFT. BE2883'THE STATION IS RECESSED 7 CM BELOW GROUND. LOCATED 27.13 M (89.0 FT) BE2883'WEST FROM UTILITY POLE NUMBER 14, 25.51 M (83.7 FT) EAST-NORTHEAST BE2883'FROM A 10-CM HOLLY TREE, 15.24 M (50.0 FT) SOUTH FROM THE APPROXIMATE BE2883'CENTER OF THE COUTY ROAD AND 0.52 M (1.7 FT) EAST FROM A CARSONITE BE2883'WITNESS POST. BE2883'DESCRIBED BY D.F. CALLAHAN. BE2883 BE2883 STATION RECOVERY (1989) BE2883 BE2883'RECOVERED 1989 BE2883'RECOVERED IN GOOD CONDITION. BE2883 BE2883 STATION RECOVERY (1991) BE2883 BE2883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT) BE2883'THE STATION IS ABOUT 15.0 MI (24.1 KM) SOUTHWEST OF BLOUNTSTOWN, 1.15 BE2883'MI (1.85 KM) EAST OF THE JUNCTION OF STATE HIGHWAY 73 AND COUNTY ROAD BE2883'392, ON THE SOUTH SIDE OF COUNTY ROAD 392 IN SECTION 24, T 2 S, R 10 BE2883'W. OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY. TO REACH THE STATION FROM THE BE2883'JUNCTION OF STATE HIGHWAY 71 AND STATE HIGHWAY 20 IN BLOUNTSTOWN, GO BE2883'SOUTHWESTERLY FOR 13.05 MI (21.00 KM) ON STATE HIGHWAY 71 TO THE BE2883'NORTHEAST END OF THE HIGHWAY BRIDGE OVER THE CHIPOLA RIVER, CONTINUE BE2883'STRAIGHT AHEAD AND GO SOUTHWEST FOR 0.5 MI (0.8 KM) ON HIGHWAY 71 TO A BE2883'COUNTY ROAD 392 ON THE RIGHT, TURN RIGHT AND GO NORTHWEST THEN WEST BE2883'FOR 4.25 MI (6.84 KM) ON COUNTY ROAD 392 TO A DIRT DRIVEWAY ON THE BE2883'LEFT (LEADING SOUTH TO A ONE-STORY BRICK HOUSE), CONTINUE STRAIGHT BE2883'AHEAD AND GO WEST FOR 0.25 MI (0.40 KM) ON COUNTY ROAD 392 TO THE MARK BE2883'ON THE LEFT, SET IN THE TOP A CONCRETE MONUMENT FLUSH WITH THE GROUND. BE2883'THE MARK CAN ALSO BE REACHED FROM THE JUNCTION OF COUNTY ROAD 392 AND BE2883'STATE HIGHWAY 73 SOUTH OF CLARKSVILLE, GO EAST ON COUNTY ROAD 392 FOR BE2883'1.15 MI (1.85 KM) TO THE MARK. LOCATED 89.0 FT (27.1 M) WEST OF BE2883'UTILITY POLE NUMBER 14, 83.7 FT (25.5 M) EAST-NORTHEAST 0F A 0.4 FT BE2883'(12.2 CM) DIAMETER HOLLY TREE, 50.0 FT (15.2 M) SOUTH OF THE BE2883'CENTERLINE OF COUNTY ROAD 392 AND 1.7 FT (0.5 M) EAST OF A CARSONITE BE2883'WITNESS POST. NOTE STAMPING IS KINARD 2 (WITH AN X OVER IT) 3 1967. BE2883 BE2883 STATION RECOVERY (1996) BE2883 BE2883'RECOVERY NOTE BY US POWER SQUADRON 1996 BE2883'RECOVERED IN GOOD CONDITION. BE2883 BE2883 STATION RECOVERY (2000) BE2883 BE2883'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 2000 BE2883'RECOVERED IN GOOD CONDITION. BE2883 BE2883 STATION RECOVERY (2002) BE2883 BE2883'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCD) BE2883'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 BE2882 *********************************************************************** BE2882 DESIGNATION - KINARD 3 AZ MK 2 BE2882 PID - BE2882 BE2882 STATE/COUNTY- FL/CALHOUN BE2882 USGS QUAD - FRINK (1990) BE2882 BE2882 *CURRENT SURVEY CONTROL BE2882 ___________________________________________________________________ BE2882* NAD 83(1986)- 30 17 06. (N) 085 13 45. (W) SCALED BE2882* NAVD 88 - 19.654 (meters) 64.48 (feet) ADJUSTED BE2882 ___________________________________________________________________ BE2882 GEOID HEIGHT- -27.88 (meters) GEOID99 BE2882 DYNAMIC HT - 19.629 (meters) 64.40 (feet) COMP BE2882 MODELED GRAV- 979,323.3 (mgal) NAVD 88 BE2882 BE2882 VERT ORDER - SECOND CLASS I BE2882 BE2882.The horizontal coordinates were scaled from a topographic map and have BE2882.an estimated accuracy of +/- 6 seconds. BE2882 BE2882.The orthometric height was determined by differential leveling BE2882.and adjusted by the National Geodetic Survey in June 1991. BE2882 BE2882.The geoid height was determined by GEOID99. BE2882 BE2882.The dynamic height is computed by dividing the NAVD 88 BE2882.geopotential number by the normal gravity value computed on the BE2882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BE2882.degrees latitude (g = 980.6199 gals.). BE2882 BE2882.The modeled gravity was interpolated from observed gravity values. BE2882 BE2882; North East Units Estimated Accuracy BE2882;SPC FL N - 142,660. 529,850. MT (+/- 180 meters Scaled) BE2882 BE2882 SUPERSEDED SURVEY CONTROL BE2882 BE2882.No superseded survey control is available for this station. BE2882 BE2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU703516(NAD 83) BE2882_MARKER: DZ = AZIMUTH MARK DISK BE2882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BE2882_STAMPING: KINARD 3 NO 2 1967 BE2882_MARK LOGO: CGS BE2882_PROJECTION: FLUSH BE2882_MAGNETIC: N = NO MAGNETIC MATERIAL BE2882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BE2882+STABILITY: SURFACE MOTION BE2882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BE2882+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1991 BE2882 BE2882 HISTORY - Date Condition Report By BE2882 HISTORY - 1967 MONUMENTED CGS BE2882 HISTORY - 1980 GOOD FLDNR BE2882 HISTORY - 19910531 GOOD NGS BE2882 HISTORY - 19961205 GOOD USPSQD BE2882 HISTORY - 20020622 MARK NOT FOUND USPSQD BE2882 BE2882 STATION DESCRIPTION BE2882 BE2882'DESCRIBED BY FL DEPT OF NAT RES 1980 BE2882'11.95 MI SOUTH FROM CLARKSVILLE. BE2882'BEGIN AT THE U.S. POST OFFICE IN CLARKSVILLE, PROCEED 0.1 MILE WEST BE2882'ALONG STATE HIGHWAY 20 TO THE JUNCTION OF STATE HIGHWAY 73 SOUTH, BE2882'PROCEED 11.15 MILES SOUTH ALONG HIGHWAY 73 TO THE INTERSECTION OF BE2882'COUNTY ROAD C 392, PROCEED 0.7 MILE EAST ALONG C 392 TO THE MARK. THE BE2882'MARK BEARS 50.5 FEET NORTH OF C 392 CENTERLINE, AND 2.0 FEET EAST OF A BE2882'WITNESS POST. BE2882'THE MARK IS 1.5 FT BELOW HIGHWAY. BE2882 BE2882 STATION RECOVERY (1991) BE2882 BE2882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT) BE2882'THE STATION IS ABOUT 11.1 MI (17.9 KM) SOUTH-SOUTHWEST OF CLARKSVILLE BE2882'IN SECTION 27, T 2 S, R 10 W. TO REACH THE STATION FROM THE JUNCTION BE2882'OF STATE HIGHWAY 71 AND STATE HIGHWAY 20 IN BLOUNTSTOWN, GO BE2882'SOUTHWESTERLY FOR 13.05 MI (21.00 KM) ON STATE HIGHWAY 71 TO THE BE2882'NORTHEAST END OF THE HIGHWAY BRIDGE OVER THE CHIPOLA RIVER, CONTINUE BE2882'STRAIGHT AHEAD AND GO SOUTHWEST FOR 0.5 MI (0.8 KM) ON STATE HIGHWAY BE2882'71 TO COUNTY ROAD 392 ON THE RIGHT, TURN RIGHT AND GO NORTHWEST THEN BE2882'WEST ON COUNTY ROAD 392 FOR 4.25 MI (6.84 KM) TO A DIRT DRIVEWAY LEFT BE2882'(LEADING TO A ONE-STORY BRICK HOUSE), CONTINUE STRAIGHT AHEAD AND GO BE2882'WEST ON COUNTY ROAD 392 FOR 0.75 MI (1.21 KM) TO THE MARK ON THE BE2882'RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND. BE2882'THE MARK CAN ALSO BE REACHED FROM THE JUNCTION OF STATE HIGHWAY 73 AND BE2882'COUNTY ROAD 392 ABOUT 11.0 MI (17.7 KM) SOUTHWEST OF CLARKSVILLE, GO BE2882'EAST ON COUNTY ROAD 392 FOR 0.65 MI (1.05 KM) TO THE MARK ON THE LEFT, BE2882'SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND. LOCATED BE2882'157.3 FT (47.9 M) NORTHEAST AND ACROSS THE ROAD FROM A POWER POLE BE2882'NUMBER 8, 50.0 FT (15.2 M) NORTH OF THE CENTERLINE OF COUNTY ROAD 392 BE2882'AND 2.3 FT (0.7 M) EAST FROM A METAL WITNESS POST. BE2882 BE2882 STATION RECOVERY (1996) BE2882 BE2882'RECOVERY NOTE BY US POWER SQUADRON 1996 BE2882'RECOVERED IN GOOD CONDITION. BE2882 BE2882 STATION RECOVERY (2002) BE2882 BE2882'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCD) BE2882'MARK NOT FOUND.