1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DG8093 *********************************************************************** DG8093 DESIGNATION - B 588 DG8093 PID - DG8093 DG8093 STATE/COUNTY- FL/LEVY DG8093 USGS QUAD - YANKEETOWN (1993) DG8093 DG8093 *CURRENT SURVEY CONTROL DG8093 ___________________________________________________________________ DG8093* NAD 83(1986)- 29 03 17. (N) 082 39 22. (W) SCALED DG8093* NAVD 88 - 5.765 (meters) 18.91 (feet) ADJUSTED DG8093 ___________________________________________________________________ DG8093 GEOID HEIGHT- -27.39 (meters) GEOID03 DG8093 DYNAMIC HT - 5.757 (meters) 18.89 (feet) COMP DG8093 MODELED GRAV- 979,242.0 (mgal) NAVD 88 DG8093 DG8093 VERT ORDER - FIRST CLASS II DG8093 DG8093.The horizontal coordinates were scaled from a topographic map and have DG8093.an estimated accuracy of +/- 6 seconds. DG8093 DG8093.The orthometric height was determined by differential leveling DG8093.and adjusted by the National Geodetic Survey in May 2005. DG8093.No vertical observational check was made to the station. DG8093 DG8093.The geoid height was determined by GEOID03. DG8093 DG8093.The dynamic height is computed by dividing the NAVD 88 DG8093.geopotential number by the normal gravity value computed on the DG8093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8093.degrees latitude (g = 980.6199 gals.). DG8093 DG8093.The modeled gravity was interpolated from observed gravity values. DG8093 DG8093; North East Units Estimated Accuracy DG8093;SPC FL W - 523,270. 136,110. MT (+/- 180 meters Scaled) DG8093 DG8093 SUPERSEDED SURVEY CONTROL DG8093 DG8093.No superseded survey control is available for this station. DG8093 DG8093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN387151(NAD 83) DG8093_MARKER: DD = SURVEY DISK DG8093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8093_STAMPING: B 588 2003 DG8093_MARK LOGO: FLDEP DG8093_PROJECTION: FLUSH DG8093_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8093+STABILITY: SURFACE MOTION DG8093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG8093+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004 DG8093 DG8093 HISTORY - Date Condition Report By DG8093 HISTORY - 20030824 MONUMENTED FLDEP DG8093 HISTORY - 20040324 GOOD FLDEP DG8093 DG8093 STATION DESCRIPTION DG8093 DG8093'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8093'THE MARK IS ABOUT 1.8 MI NORTH-NORTHEAST OF INGLIS, IN SECTION 26, DG8093'TOWNSHIP 16 SOUTH, RANGE 16 EAST. DG8093' DG8093'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19, 98 AND DG8093'COUNTY ROAD 40 IN INGLIS, GO NORTH ON U.S. HIGHWAY 19, 98 FOR 1.9 MI DG8093'TO THE JUNCTION OF SOUTHEAST 68TH AVENUE ON THE RIGHT AND THE MARK ON DG8093'THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE DG8093'GROUND AND LEVEL WITH SOUTHEAST 68TH AVENUE. DG8093' DG8093'LOCATED 71.7 FT SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY DG8093'19, 98 NORTHBOUND, 57.5 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF DG8093'SOUTHEAST 68TH AVENUE, 9.5 FT SOUTH-SOUTHWEST OF A METAL FIBER OPTIC DG8093'CABLE WARNING SIGN AND 0.9 FT NORTHWEST OF A CARSONITE WITNESS POST. DG8093' DG8093'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. DG8093 DG8093 STATION RECOVERY (2004) DG8093 DG8093'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (MLS) DG8093'THE MARK IS ABOUT 1.8 MI NORTH-NORTHEAST OF INGLIS, IN SECTION 26, DG8093'TOWNSHIP 16 SOUTH, RANGE 16 EAST. DG8093' DG8093'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19, 98 AND DG8093'COUNTY ROAD 40 IN INGLIS, GO NORTH ON U.S. HIGHWAY 19, 98 FOR 1.9 MI DG8093'TO THE JUNCTION OF SOUTHEAST 68TH AVENUE ON THE RIGHT AND THE MARK ON DG8093'THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE DG8093'GROUND AND LEVEL WITH SOUTHEAST 68TH AVENUE. DG8093' DG8093'LOCATED 71.7 FT SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY DG8093'19, 98 NORTHBOUND, 57.5 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF DG8093'SOUTHEAST 68TH AVENUE, 9.5 FT SOUTH-SOUTHWEST OF A METAL FIBER OPTIC DG8093'CABLE WARNING SIGN AND 0.9 FT NORTHWEST OF A CARSONITE WITNESS POST. DG8093' DG8093'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DG8094 *********************************************************************** DG8094 DESIGNATION - C 588 DG8094 PID - DG8094 DG8094 STATE/COUNTY- FL/LEVY DG8094 USGS QUAD - YANKEETOWN (1993) DG8094 DG8094 *CURRENT SURVEY CONTROL DG8094 ___________________________________________________________________ DG8094* NAD 83(1986)- 29 02 52. (N) 082 39 46. (W) SCALED DG8094* NAVD 88 - 4.466 (meters) 14.65 (feet) ADJUSTED DG8094 ___________________________________________________________________ DG8094 GEOID HEIGHT- -27.38 (meters) GEOID03 DG8094 DYNAMIC HT - 4.459 (meters) 14.63 (feet) COMP DG8094 MODELED GRAV- 979,241.5 (mgal) NAVD 88 DG8094 DG8094 VERT ORDER - FIRST CLASS II DG8094 DG8094.The horizontal coordinates were scaled from a topographic map and have DG8094.an estimated accuracy of +/- 6 seconds. DG8094 DG8094.The orthometric height was determined by differential leveling DG8094.and adjusted by the National Geodetic Survey in May 2005. DG8094.No vertical observational check was made to the station. DG8094 DG8094.The geoid height was determined by GEOID03. DG8094 DG8094.The dynamic height is computed by dividing the NAVD 88 DG8094.geopotential number by the normal gravity value computed on the DG8094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8094.degrees latitude (g = 980.6199 gals.). DG8094 DG8094.The modeled gravity was interpolated from observed gravity values. DG8094 DG8094; North East Units Estimated Accuracy DG8094;SPC FL W - 522,510. 135,450. MT (+/- 180 meters Scaled) DG8094 DG8094 SUPERSEDED SURVEY CONTROL DG8094 DG8094.No superseded survey control is available for this station. DG8094 DG8094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN381144(NAD 83) DG8094_MARKER: F = FLANGE-ENCASED ROD DG8094_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG8094_STAMPING: C 588 2003 DG8094_MARK LOGO: NGS DG8094_PROJECTION: FLUSH DG8094_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG8094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG8094+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2005 DG8094_ROD/PIPE-DEPTH: 3.1 meters DG8094 DG8094 HISTORY - Date Condition Report By DG8094 HISTORY - 20031002 MONUMENTED FLDEP DG8094 HISTORY - 20050603 GOOD FLDEP DG8094 DG8094 STATION DESCRIPTION DG8094 DG8094'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8094'THE MARK IS ABOUT 1.2 MI NORTH OF INGLIS, IN SECTION 35, TOWNSHIP 16 DG8094'SOUTH, RANGE 16 EAST. DG8094' DG8094'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19, 98 AND DG8094'COUNTY ROAD 40 IN INGLIS, GO NORTH ON U.S. HIGHWAY 19, 98 FOR 1.3 MI DG8094'TO THE JUNCTION OF COUNTY ROAD 40A ON THE LEFT AND THE MARK ON THE DG8094'LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 10.3 FT DG8094'WITH AN NGS LOGO CAP FLUSH WITH THE GROUND AND ABOUT 3.0 FT BELOW THE DG8094'LEVEL OF COUNTY ROAD 40A, THE DATUM POINT IS RECESSED 0.5 FT BELOW DG8094'THE LEVEL OF THE NGS LOGO CAP. DG8094' DG8094'LOCATED 113.8 FT NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY DG8094'19, 98 SOUTHBOUND, 52.6 FT SOUTH OF THE APPROXIMATE CENTERLINE OF DG8094'COUNTY ROAD 40A, 12.3 FT WEST-NORTHWEST OF A WOODEN POWER POLE AND DG8094'1.1 FT NORTHEAST OF A CARSONITE WITNESS POST. DG8094' DG8094'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG8094' DG8094'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. DG8094 DG8094 STATION RECOVERY (2005) DG8094 DG8094'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ) DG8094'THE MARK IS ABOUT 1.2 MI NORTH OF INGLIS, IN SECTION 35, TOWNSHIP 16 DG8094'SOUTH, RANGE 16 EAST. DG8094' DG8094'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19, 98 AND DG8094'COUNTY ROAD 40 IN INGLIS, GO NORTH ON U.S. HIGHWAY 19, 98 FOR 1.3 MI DG8094'TO THE JUNCTION OF COUNTY ROAD 40 ON THE LEFT AND THE MARK ON THE DG8094'LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 10.3 FT DG8094'WITH AN NGS LOGO CAP FLUSH WITH THE GROUND AND ABOUT 3.0 FT BELOW THE DG8094'LEVEL OF COUNTY ROAD 40, THE DATUM POINT IS RECESSED 0.5 FT BELOW THE DG8094'LEVEL OF THE NGS LOGO CAP. DG8094' DG8094'LOCATED 113.8 FT NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY DG8094'19, 98 SOUTHBOUND LANES, 52.6 FT SOUTH OF THE APPROXIMATE CENTERLINE DG8094'OF COUNTY ROAD 40, 12.3 FT WEST-NORTHWEST OF A WOODEN POWER POLE AND DG8094'1.1 FT NORTHEAST OF A CARSONITE WITNESS POST. DG8094' DG8094'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG8094' DG8094'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DF3886 *********************************************************************** DF3886 DESIGNATION - CMP 116 DF3886 PID - DF3886 DF3886 STATE/COUNTY- FL/LEVY DF3886 USGS QUAD - WILLISTON (1976) DF3886 DF3886 *CURRENT SURVEY CONTROL DF3886 ___________________________________________________________________ DF3886* NAD 83(1986)- 29 27 48. (N) 082 24 53. (W) SCALED DF3886* NAVD 88 - 25.056 (meters) 82.20 (feet) ADJUSTED DF3886 ___________________________________________________________________ DF3886 GEOID HEIGHT- -27.73 (meters) GEOID03 DF3886 DYNAMIC HT - 25.021 (meters) 82.09 (feet) COMP DF3886 MODELED GRAV- 979,276.9 (mgal) NAVD 88 DF3886 DF3886 VERT ORDER - SECOND CLASS I DF3886 DF3886.The horizontal coordinates were scaled from a topographic map and have DF3886.an estimated accuracy of +/- 6 seconds. DF3886 DF3886.The orthometric height was determined by differential leveling DF3886.and adjusted by the National Geodetic Survey in June 2005. DF3886.No vertical observational check was made to the station. DF3886 DF3886.The geoid height was determined by GEOID03. DF3886 DF3886.The dynamic height is computed by dividing the NAVD 88 DF3886.geopotential number by the normal gravity value computed on the DF3886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DF3886.degrees latitude (g = 980.6199 gals.). DF3886 DF3886.The modeled gravity was interpolated from observed gravity values. DF3886 DF3886; North East Units Estimated Accuracy DF3886;SPC FL W - 568,450. 159,770. MT (+/- 180 meters Scaled) DF3886 DF3886 SUPERSEDED SURVEY CONTROL DF3886 DF3886.No superseded survey control is available for this station. DF3886 DF3886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN628601(NAD 83) DF3886_MARKER: DB = BENCH MARK DISK DF3886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF3886_STAMPING: CMP 116 1965 DF3886_MARK LOGO: USGS DF3886_MAGNETIC: O = OTHER; SEE DESCRIPTION DF3886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF3886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DF3886+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1992 DF3886 DF3886 HISTORY - Date Condition Report By DF3886 HISTORY - 1965 MONUMENTED USGS DF3886 HISTORY - 19920710 GOOD FLDNR DF3886 DF3886 STATION DESCRIPTION DF3886 DF3886'DESCRIBED BY FL DEPT OF NAT RES 1992 (VAC) DF3886'THE MARK IS ABOUT 4.5 MI (7.2 KM) NORTH OF WILLISTON, 2.7 MI (4.3 KM) DF3886'SOUTH OF THE ALACHUA LEVY COUNTY LINE ALONG COUNTY ROAD 121, IN DF3886'SECTION 9, T 12 S, R 19 E. TO REACH THE MARK FROM THE JUNCTION OF U.S. DF3886'HIGHWAYS 27, 41 STATE ROAD 121 (NORTH MAIN STREET) AND ALTERNATE 27 DF3886'(NOBLE AVENUE) IN WILLISTON, GO NORTH ON U.S. HIGHWAYS 27, 41 AND DF3886'STATE ROAD 121 FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF STATE ROAD 121 DF3886'ON THE RIGHT, TURN RIGHT ON TO STATE ROAD 121 NORTH AND GO DF3886'NORTHEASTERLY FOR 5.75 MI (9.25 KM) TO THE MARK ON THE LEFT, SET IN DF3886'THE TOP OF A CONCRETE MONUMENT LEVEL WITH THE GROUND. LOCATED 47.4 FT DF3886'(14.4 M) WEST OF THE CENTERLINE OF STATE ROAD 121, 50.3 FT (15.3 M) DF3886'NORTH OF A DIRT DRIVEWAY, 3.3 FT (1.0 M) NORTHEAST OF A POWER POLE AND DF3886'1.0 FT (0.3 M) EAST-NORTHEAST OF A FENCE LINE. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DG8095 *********************************************************************** DG8095 DESIGNATION - D 588 DG8095 PID - DG8095 DG8095 STATE/COUNTY- FL/LEVY DG8095 USGS QUAD - YANKEETOWN (1993) DG8095 DG8095 *CURRENT SURVEY CONTROL DG8095 ___________________________________________________________________ DG8095* NAD 83(1986)- 29 01 50. (N) 082 40 06. (W) SCALED DG8095* NAVD 88 - 4.891 (meters) 16.05 (feet) ADJUSTED DG8095 ___________________________________________________________________ DG8095 GEOID HEIGHT- -27.36 (meters) GEOID03 DG8095 DYNAMIC HT - 4.884 (meters) 16.02 (feet) COMP DG8095 MODELED GRAV- 979,240.0 (mgal) NAVD 88 DG8095 DG8095 VERT ORDER - FIRST CLASS II DG8095 DG8095.The horizontal coordinates were scaled from a topographic map and have DG8095.an estimated accuracy of +/- 6 seconds. DG8095 DG8095.The orthometric height was determined by differential leveling DG8095.and adjusted by the National Geodetic Survey in May 2005. DG8095.No vertical observational check was made to the station. DG8095 DG8095.The geoid height was determined by GEOID03. DG8095 DG8095.The dynamic height is computed by dividing the NAVD 88 DG8095.geopotential number by the normal gravity value computed on the DG8095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8095.degrees latitude (g = 980.6199 gals.). DG8095 DG8095.The modeled gravity was interpolated from observed gravity values. DG8095 DG8095; North East Units Estimated Accuracy DG8095;SPC FL W - 520,600. 134,900. MT (+/- 180 meters Scaled) DG8095 DG8095 SUPERSEDED SURVEY CONTROL DG8095 DG8095.No superseded survey control is available for this station. DG8095 DG8095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN375125(NAD 83) DG8095_MARKER: F = FLANGE-ENCASED ROD DG8095_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG8095_STAMPING: D 588 2003 DG8095_MARK LOGO: NGS DG8095_PROJECTION: FLUSH DG8095_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG8095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8095+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2005 DG8095_ROD/PIPE-DEPTH: 4.3 meters DG8095 DG8095 HISTORY - Date Condition Report By DG8095 HISTORY - 20030809 MONUMENTED FLDEP DG8095 HISTORY - 20050610 GOOD FLDEP DG8095 DG8095 STATION DESCRIPTION DG8095 DG8095'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8095'THE MARK IS IN INGLIS, IN SECTION 2, TOWNSHIP 17 SOUTH, RANGE 16 EAST. DG8095'THE MARK IS IN THE NORTHWEST CORNER OF THE INTERSECTION OF U.S. DG8095'HIGHWAY 19, 98 AND COUNTY ROAD 40 IN INGLIS, A STAINLESS STEEL ROD DG8095'DRIVEN TO REFUSAL AT A DEPTH OF 14.1 FT WITH AN NGS LOGO CAP FLUSH DG8095'WITH THE GROUND AND LEVEL WITH COUNTY ROAD 40, THE DATUM POINT IS DG8095'RECESSED 0.1 FT BELOW THE LEVEL OF THE NGS LOGO CAP. DG8095' DG8095'LOCATED 88.1 FT NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF DG8095'COUNTY ROAD 40, 61.0 FT EAST OF THE APPROXIMATE CENTER OF U.S. DG8095'HIGHWAY 19, 98 NORTHBOUND, 29.6 FT NORTHEAST OF A POWER POLE NUMBER DG8095'B253261, 25.6 FT NORTH OF ANOTHER WOODEN POWER POLE AND 1.1 FT WEST DG8095'OF A CARSONITE WITNESS POST. DG8095' DG8095'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG8095' DG8095'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. DG8095 DG8095 STATION RECOVERY (2005) DG8095 DG8095'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ) DG8095'THE MARK IS IN INGLIS, IN SECTION 2, TOWNSHIP 17 SOUTH, RANGE 16 EAST. DG8095'THE MARK IS IN INGLIS IN THE NORTHEAST CORNER OF THE INTERSECTION OF DG8095'U.S. HIGHWAY 19, 98 AND COUNTY ROAD 40, A STAINLESS STEEL ROD DRIVEN DG8095'TO REFUSAL AT A DEPTH OF 14.1 FT WITH AN NGS LOGO CAP FLUSH WITH THE DG8095'GROUND AND LEVEL WITH COUNTY ROAD 40, THE DATUM POINT IS RECESSED 0.1 DG8095'FT BELOW THE LEVEL OF THE NGS LOGO CAP. DG8095' DG8095'LOCATED 88.1 FT NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF DG8095'COUNTY ROAD 40, 61.0 FT EAST OF THE APPROXIMATE CENTER OF U.S. DG8095'HIGHWAY 19, 98 NORTHBOUND LANES, 29.6 FT NORTHEAST OF A POWER POLE DG8095'NUMBER B253261, 25.6 FT NORTH OF ANOTHER WOODEN POWER POLE AND 1.1 FT DG8095'WEST OF A CARSONITE WITNESS POST. DG8095' DG8095'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG8095' DG8095'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DF3884 *********************************************************************** DF3884 DESIGNATION - DB 3 DF3884 PID - DF3884 DF3884 STATE/COUNTY- FL/LEVY DF3884 USGS QUAD - WILLISTON (1976) DF3884 DF3884 *CURRENT SURVEY CONTROL DF3884 ___________________________________________________________________ DF3884* NAD 83(1986)- 29 26 29. (N) 082 25 07. (W) SCALED DF3884* NAVD 88 - 23.960 (meters) 78.61 (feet) ADJUSTED DF3884 ___________________________________________________________________ DF3884 GEOID HEIGHT- -27.72 (meters) GEOID03 DF3884 DYNAMIC HT - 23.927 (meters) 78.50 (feet) COMP DF3884 MODELED GRAV- 979,274.9 (mgal) NAVD 88 DF3884 DF3884 VERT ORDER - SECOND CLASS I DF3884 DF3884.The horizontal coordinates were scaled from a topographic map and have DF3884.an estimated accuracy of +/- 6 seconds. DF3884 DF3884.The orthometric height was determined by differential leveling DF3884.and adjusted by the National Geodetic Survey in June 2005. DF3884.No vertical observational check was made to the station. DF3884 DF3884.The geoid height was determined by GEOID03. DF3884 DF3884.The dynamic height is computed by dividing the NAVD 88 DF3884.geopotential number by the normal gravity value computed on the DF3884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DF3884.degrees latitude (g = 980.6199 gals.). DF3884 DF3884.The modeled gravity was interpolated from observed gravity values. DF3884 DF3884; North East Units Estimated Accuracy DF3884;SPC FL W - 566,020. 159,390. MT (+/- 180 meters Scaled) DF3884 DF3884 SUPERSEDED SURVEY CONTROL DF3884 DF3884.No superseded survey control is available for this station. DF3884 DF3884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN624577(NAD 83) DF3884_MARKER: DE = TRAVERSE STATION DISK DF3884_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND DF3884_STAMPING: DB 3 1958 DF3884_MARK LOGO: CGS DF3884_MAGNETIC: O = OTHER; SEE DESCRIPTION DF3884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DF3884_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DF3884+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1992 DF3884 DF3884 HISTORY - Date Condition Report By DF3884 HISTORY - 1958 MONUMENTED CGS DF3884 HISTORY - 19920418 GOOD NGS DF3884 DF3884 STATION DESCRIPTION DF3884 DF3884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RLT) DF3884'THE STATION IS ABOUT 4.0 MI (6.4 KM) NORTH OF WILLISTON, 2.9 MI (4.7 DF3884'KM) EAST OF RALEIGH ALONG COUNTY ROAD 335 IN SECTION 16, T 12 S, R 19 DF3884'E. OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY. TO REACH THE STATION FROM THE DF3884'JUNCTION OF U.S. HIGHWAYS 27, 41, STATE ROAD 121 (NORTH MAIN STREET) DF3884'AND ALTERNATE 27 (NOBLE AVENUE) IN WILLISTON, GO NORTH ON U.S. DF3884'HIGHWAYS 27, 41 AND STATE ROAD 121 (NORTH MAIN STREET) FOR 0.4 MI (0.6 DF3884'KM) TO THE JUNCTION OF STATE ROAD 121 NORTH ON THE RIGHT, BEAR RIGHT DF3884'ON STATE ROAD 121 NORTH AND GO NORTHEASTERLY FOR 4.15 MI (6.68 KM) TO DF3884'THE JUNCTION OF COUNTY ROAD 335 ON THE LEFT, TURN LEFT ON COUNTY ROAD DF3884'335 AND GO EAST FOR 0.5 MI (0.8 KM) TO THE MARK ON THE RIGHT, SET IN DF3884'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 0.2 FT (6.1 CM) DF3884'ABOVE THE LEVEL OF THE GROUND AND LEVEL WITH THE ROAD. LOCATED 50.1 FT DF3884'(15.3 M) WEST OF A POWER POLE, 39.5 FT (12.0 M) NORTH OF THE DF3884'CENTERLINE OF COUNTY ROAD 335, 0.9 FT (27.4 CM) SOUTH OF THE FENCE DF3884'LINE AND 0.8 FT (24.4 CM) NORTH OF A METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DF3881 *********************************************************************** DF3881 DESIGNATION - M 411 DF3881 PID - DF3881 DF3881 STATE/COUNTY- FL/LEVY DF3881 USGS QUAD - WILLISTON (1976) DF3881 DF3881 *CURRENT SURVEY CONTROL DF3881 ___________________________________________________________________ DF3881* NAD 83(1986)- 29 26 30. (N) 082 27 24. (W) SCALED DF3881* NAVD 88 - 22.911 (meters) 75.17 (feet) ADJUSTED DF3881 ___________________________________________________________________ DF3881 GEOID HEIGHT- -27.70 (meters) GEOID03 DF3881 DYNAMIC HT - 22.880 (meters) 75.07 (feet) COMP DF3881 MODELED GRAV- 979,275.5 (mgal) NAVD 88 DF3881 DF3881 VERT ORDER - SECOND CLASS I DF3881 DF3881.The horizontal coordinates were scaled from a topographic map and have DF3881.an estimated accuracy of +/- 6 seconds. DF3881 DF3881.The orthometric height was determined by differential leveling DF3881.and adjusted by the National Geodetic Survey in June 2005. DF3881.No vertical observational check was made to the station. DF3881 DF3881.The geoid height was determined by GEOID03. DF3881 DF3881.The dynamic height is computed by dividing the NAVD 88 DF3881.geopotential number by the normal gravity value computed on the DF3881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DF3881.degrees latitude (g = 980.6199 gals.). DF3881 DF3881.The modeled gravity was interpolated from observed gravity values. DF3881 DF3881; North East Units Estimated Accuracy DF3881;SPC FL W - 566,070. 155,700. MT (+/- 180 meters Scaled) DF3881 DF3881 SUPERSEDED SURVEY CONTROL DF3881 DF3881.No superseded survey control is available for this station. DF3881 DF3881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN587578(NAD 83) DF3881_MARKER: DV = VERTICAL CONTROL DISK DF3881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF3881_STAMPING: M 411 1992 DF3881_MARK LOGO: NGS DF3881_MAGNETIC: N = NO MAGNETIC MATERIAL DF3881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF3881+STABILITY: SURFACE MOTION DF3881_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DF3881+SATELLITE: SATELLITE OBSERVATIONS - 1992 DF3881 DF3881 HISTORY - Date Condition Report By DF3881 HISTORY - 1992 MONUMENTED FLDNR DF3881 DF3881 STATION DESCRIPTION DF3881 DF3881'DESCRIBED BY FL DEPT OF NAT RES 1992 (VAC) DF3881'THE MARK IS ABOUT 4.0 MI (6.4 KM) NORTH OF WILLISTON, 17.0 MI (27.4 DF3881'KM) SOUTHEAST OF NEWBERRY ALONG COUNTY ROAD 335, IN SECTION 18, T 12 DF3881'S, R 19 E. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 27, 41 DF3881'STATE ROAD 121 (NORTH MAIN STREET) AND ALTERNATE 27 (NOBLE AVENUE) IN DF3881'WILLISTON, GO NORTH ON U.S. HIGHWAYS 27, 41 AND STATE ROAD 121 FOR DF3881'0.45 MI (0.72 KM) TO THE JUNCTION OF STATE ROAD 121 NORTH ON THE DF3881'RIGHT, CONTINUE NORTH ON U.S. HIGHWAYS 27 AND 41 FOR 1.75 MI (2.82 KM) DF3881'TO THE JUNCTION OF COUNTY ROAD 343, CONTINUE NORTH ON U.S. HIGHWAYS 27 DF3881'AND 41 FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF COUNTY ROAD 335, TURN DF3881'RIGHT AND GO EAST ON COUNTY ROAD 335 FOR 0.6 MI (1.0 KM) TO COUNTY DF3881'ROAD 114 ON LEFT AND THE MARK, SET IN THE TOP OF A CONCRETE MONUMENT DF3881'LEVEL WITH THE GROUND. LOCATED 43.3 FT (13.2 M) EAST OF THE CENTERLINE DF3881'OF COUNTY ROAD 114, 38.7 FT (11.8 M) NORTH OF THE CENTERLINE OF COUNTY DF3881'ROAD 335, 18.5 FT (5.6 M) WEST-NORTHWEST OF A POWER POLE, 12.9 FT (3.9 DF3881'M) NORTH-NORTHWEST OF A POWER POLE, 2.0 FT (0.6 M) SOUTH OF A WITNESS DF3881'POST AND 2.0 FT (0.6 M) SOUTH OF A FENCELINE. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DF3882 *********************************************************************** DF3882 DESIGNATION - N 411 DF3882 PID - DF3882 DF3882 STATE/COUNTY- FL/LEVY DF3882 USGS QUAD - WILLISTON (1976) DF3882 DF3882 *CURRENT SURVEY CONTROL DF3882 ___________________________________________________________________ DF3882* NAD 83(1986)- 29 26 26. (N) 082 26 46. (W) SCALED DF3882* NAVD 88 - 24.556 (meters) 80.56 (feet) ADJUSTED DF3882 ___________________________________________________________________ DF3882 GEOID HEIGHT- -27.70 (meters) GEOID03 DF3882 DYNAMIC HT - 24.522 (meters) 80.45 (feet) COMP DF3882 MODELED GRAV- 979,275.2 (mgal) NAVD 88 DF3882 DF3882 VERT ORDER - SECOND CLASS I DF3882 DF3882.The horizontal coordinates were scaled from a topographic map and have DF3882.an estimated accuracy of +/- 6 seconds. DF3882 DF3882.The orthometric height was determined by differential leveling DF3882.and adjusted by the National Geodetic Survey in June 2005. DF3882.No vertical observational check was made to the station. DF3882 DF3882.The geoid height was determined by GEOID03. DF3882 DF3882.The dynamic height is computed by dividing the NAVD 88 DF3882.geopotential number by the normal gravity value computed on the DF3882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DF3882.degrees latitude (g = 980.6199 gals.). DF3882 DF3882.The modeled gravity was interpolated from observed gravity values. DF3882 DF3882; North East Units Estimated Accuracy DF3882;SPC FL W - 565,940. 156,720. MT (+/- 180 meters Scaled) DF3882 DF3882 SUPERSEDED SURVEY CONTROL DF3882 DF3882.No superseded survey control is available for this station. DF3882 DF3882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN597576(NAD 83) DF3882_MARKER: DV = VERTICAL CONTROL DISK DF3882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF3882_STAMPING: N 411 1992 DF3882_MARK LOGO: NGS DF3882_MAGNETIC: N = NO MAGNETIC MATERIAL DF3882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF3882+STABILITY: SURFACE MOTION DF3882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DF3882+SATELLITE: SATELLITE OBSERVATIONS - 1992 DF3882 DF3882 HISTORY - Date Condition Report By DF3882 HISTORY - 1992 MONUMENTED FLDNR DF3882 DF3882 STATION DESCRIPTION DF3882 DF3882'DESCRIBED BY FL DEPT OF NAT RES 1992 (VAC) DF3882'THE MARK IS ABOUT 4.0 MI (6.4 KM) NORTH OF WILLISTON, 17.0 MI (27.4 DF3882'KM) SOUTHEAST OF NEWBERRY ALONG COUNTY ROAD 335, IN SECTION 19, T 12 DF3882'S, R 19 E. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 27, 41 DF3882'STATE ROAD 121 (NORTH MAIN STREET) AND ALTERNATE 27 (NOBLE AVENUE) IN DF3882'WILLISTON, GO NORTH ON U.S. HIGHWAYS 27, 41 AND STATE ROAD 121 FOR DF3882'0.45 MI (0.72 KM) TO THE JUNCTION OF STATE ROAD 121 NORTH ON THE DF3882'RIGHT, CONTINUE NORTH ON U.S. HIGHWAYS 27 AND 41 FOR 1.75 MI (2.82 KM) DF3882'TO THE JUNCTION OF COUNTY ROAD 343, CONTINUE NORTH ON U.S. HIGHWAYS 27 DF3882'AND 41 FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF COUNTY ROAD 335, TURN DF3882'RIGHT AND GO EAST ON COUNTY ROAD 335 FOR 1.0 MI (1.6 KM) TO THE RAIL DF3882'ROAD TRACKS, CONTINUE EAST ON COUNTY ROAD 335 FOR 0.25 MI (0.40 KM) TO DF3882'THE ON THE RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT LEVEL WITH THE DF3882'GROUND. LOCATED 193.0 FT (58.8 M) SOUTHWEST OF A POWER POLE WITH A DF3882'TRANSFORMER, 41.6 FT (12.7 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD DF3882'335, 30.8 FT (9.4 M) EAST-SOUTHEAST OF THE CENTERLINE OF A PAVE ROAD, DF3882'2.0 FT (0.6 M) NORTH OF A FENCELINE AND 2.0 FT (0.6 M) NORTH OF A DF3882'CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AR1169 *********************************************************************** AR1169 DESIGNATION - OTTER RESET AR1169 PID - AR1169 AR1169 STATE/COUNTY- FL/LEVY AR1169 USGS QUAD - OTTER CREEK (1988) AR1169 AR1169 *CURRENT SURVEY CONTROL AR1169 ___________________________________________________________________ AR1169* NAD 83(1986)- 29 17 35. (N) 082 49 44. (W) SCALED AR1169* NAVD 88 - 5.25 (meters) 17.2 (feet) RESET AR1169 ___________________________________________________________________ AR1169 GEOID HEIGHT- -27.47 (meters) GEOID03 AR1169 AR1169 VERT ORDER - THIRD AR1169 AR1169.The horizontal coordinates were scaled from a topographic map and have AR1169.an estimated accuracy of +/- 6 seconds. AR1169 AR1169.The orthometric height was computed from unverified reset data. AR1169 AR1169.The geoid height was determined by GEOID03. AR1169 AR1169; North East Units Estimated Accuracy AR1169;SPC FL W - 549,800. 119,470. MT (+/- 180 meters Scaled) AR1169 AR1169 SUPERSEDED SURVEY CONTROL AR1169 AR1169.No superseded survey control is available for this station. AR1169 AR1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN223418(NAD 83) AR1169_MARKER: DV = VERTICAL CONTROL DISK AR1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AR1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT AR1169_STAMPING: OTTER 1933 1973 AR1169_MARK LOGO: NGS AR1169_MAGNETIC: N = NO MAGNETIC MATERIAL AR1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR1169+STABILITY: SURFACE MOTION AR1169 AR1169 HISTORY - Date Condition Report By AR1169 HISTORY - 1973 MONUMENTED NGS AR1169 HISTORY - 19730726 GOOD NGS AR1169 HISTORY - 1979 MARK NOT FOUND NGS AR1169 HISTORY - 19960214 GOOD USPSQD AR1169 AR1169 STATION DESCRIPTION AR1169 AR1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN) AR1169'THE STATION UNDERGROUND MARK AND REFERENCE MARK 2 WERE RECOVERED AND AR1169'FOUND IN GOOD CONDITION. THE STATION SURFACE MARK, REFERENCE MARK 1 AR1169'AND AZIMUTH MARK WERE FOUND DESTROYED. A NEW SURFACE STATION MARK AR1169'AND REFERENCE MARK 3 WERE ESTABLISHED AT THIS TIME. DUE TO NO AR1169'INFORMATION ABOUT THIS STATION AVAILABLE THE DISTANCE TO AR1169'REFERENCE MARK 2 COULD NOT BE CHECKED. DUE TO CHANGES A COMPLETE AR1169'NEW DESCRIPTION FOLLOWS. AR1169' AR1169'STATION IS LOCATED ABOUT 39 MILES SOUTHWEST OF GAINESVILLE, 17 AR1169'MILES NORTHEAST OF CEDAR KEY, 13 MILES SOUTH OF CHIEFLAND, 5 MILES AR1169'NORTHWEST OF GULF HAMMOCK AND 4.5 MILES SOUTHWEST OF OTTER AR1169'CREEK. THE LOCAL PEOPLE STATED THE STATION IS ON PROPERTY OF AR1169'GEORGIA PACIFIC COMPANY. AR1169' AR1169'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19, 98 AND AR1169'STATE HIGHWAY 24 IN OTTER CREEK, GO SOUTHWEST ON STATE HIGHWAY 24 AR1169'FOR 4.45 MILES TO THE STATION ON LEFT AS DESCRIBED. AR1169' AR1169'STATION MARK, A STANDARD DISK STAMPED OTTER 1933 1973, IS SET IN AR1169'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET AR1169'15-INCHES BELOW THE GROUND SURFACE. IT IS 74.5 FEET SOUTHEAST OF AR1169'THE CENTER OF STATE HIGHWAY 24, 67.5 FEET NORTHEAST OF THE AR1169'EXTENDED LINE OF THE FIELD ROAD ENTRANCE, 16.4 FEET SOUTHEAST OF A AR1169'METAL WITNESS POST AND 4 FEET SOUTHWEST OF A METAL WITNESS AR1169'POST. NOTICE--THE STATION IS IN A TREE PLANT BETWEEN AR1169'THE SECOND AND THIRD ROW FROM THE HIGHWAY. AR1169' AR1169'REFERENCE MARK 2, A STANDARD DISK STAMPED OTTER NO 2 1933, IS SET AR1169'IN THE TOP OF A 12-INCH CONCRETE CYLINDRICAL MONUMENT THAT PROJECTS AR1169'12-INCHES ABOVE THE GROUND SURFACE. IT IS 138 FEET NORTHEAST OF AR1169'THE CENTER OF EXTENDED LINE OF FIELD ENTRANCE, 71 FEET NORTHWEST AR1169'OF THE CENTER OF HIGHWAY, 10 FEET SOUTHEAST OF POWER LINE POLE 43 AR1169'WHICH HAS A WITNESS SIGN NAILED TO IT AND 1.3 FEET NORTHEAST OF A AR1169'METAL WITNESS POST. AR1169' AR1169'REFERENCE MARK 3, A STANDARD DISK STAMPED OTTER 1933 NO 3 1973, IS AR1169'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS AR1169'SET FLUSH WITH THE GROUND. IT IS 56 FEET SOUTHEAST OF THE CENTER AR1169'OF HIGHWAY, 65 FEET NORTHEAST OF THE CENTER OF THE FIELD ENTRANCE, AR1169'47 FEET NORTHEAST A PINE TREE AND 2 FEET NORTHWEST OF A METAL AR1169'WITNESS POST. AR1169' AR1169'BM H 280, IS A STANDARD BENCH MARK DISK STAMPED H 280 1966, IS SET AR1169'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH AR1169'THE GROUND. IT IS 67 FEET SOUTHEAST OF HIGHWAY, 52.5 FEET AR1169'SOUTH-SOUTHWEST OF THE PINE TREE AND 1.4 FEET NORTH OF A METAL AR1169'WITNESS POST. AR1169' AR1169'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET. AR1169' AR1169'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AR1169'4.5 MILES SOUTHWEST OF OTTER CREEK. AR1169 AR1169 STATION RECOVERY (1973) AR1169 AR1169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AR1169'4.45 MILES (7.16 KM) SOUTHWEST ALONG SH 24 FROM ITS JUNCTION WITH US AR1169'HIGHWAY 19 AND 98 IN OTTER CREEK, 74 FEET (22.6 M) SOSUTHEAST OF AR1169'CENTER OF SH 24, 67.5 FEET (20.6 M) NORTHEAST OF THE EXTENDED AR1169'CENTERLINE OF THE FIELD ROAD ENTRANCE, 49.0 FEET (14.9 M) EAST OF A 12 AR1169'INCH PINE TREE, 16.4 FEET (5.0 M) SOUTHEAST OF A METAL WITNESS POST, 4 AR1169'FEET (1.2 M) SOUTHWEST OF A METAL WITNESS POST, IN A TREE PLANT AR1169'BETWEEN THE SECOND AND THIRD ROW FROM HIGHWAY, A STANDARD DISK SET IN AR1169'THE TOP OF A 12 INCH CONCRETE POST THAT IS 15 INCHES BELOW GROUND AR1169'SURFACE. AR1169 AR1169 STATION RECOVERY (1979) AR1169 AR1169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DHM) AR1169'A THOROUGH SEARCH WAS MADE FOR THE STATION MARK, AZIMUTH MARK AND AR1169'REFERENCE MARK, BUT WERE NOT FOUND. REFERENCE MARK NO 2 WAS FOUND AR1169'IN GOOD CONDITION. THE FOLLOWING CHANGES AND MODIFICATIONS WOULD AR1169'BE MADE TO THE DESCRIPTION FOUND IN BOOK 336A, PAGE 26-- AR1169' AR1169'THE WOODEN BRIDGES REFERRED TO ARE NOW EARTHEN CULVERTS. AR1169' AR1169'REFERENCE MARK NO 2 IS 34-1/2 FT. WEST OF POWER POLE NO. 10. ANOTHER AR1169'POWER LINE HAS BEEN ADDED NW OF THE ROAD AND R.M. 2 IS 8.4 FT. SSE AR1169'OF POWER POLE NO. 43 OF THAT LINE. AR1169 AR1169 STATION RECOVERY (1996) AR1169 AR1169'RECOVERY NOTE BY US POWER SQUADRON 1996 AR1169'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DF3883 *********************************************************************** DF3883 DESIGNATION - P 411 DF3883 PID - DF3883 DF3883 STATE/COUNTY- FL/LEVY DF3883 USGS QUAD - WILLISTON (1976) DF3883 DF3883 *CURRENT SURVEY CONTROL DF3883 ___________________________________________________________________ DF3883* NAD 83(1986)- 29 26 29. (N) 082 26 04. (W) SCALED DF3883* NAVD 88 - 22.545 (meters) 73.97 (feet) ADJUSTED DF3883 ___________________________________________________________________ DF3883 GEOID HEIGHT- -27.71 (meters) GEOID03 DF3883 DYNAMIC HT - 22.514 (meters) 73.86 (feet) COMP DF3883 MODELED GRAV- 979,275.1 (mgal) NAVD 88 DF3883 DF3883 VERT ORDER - SECOND CLASS I DF3883 DF3883.The horizontal coordinates were scaled from a topographic map and have DF3883.an estimated accuracy of +/- 6 seconds. DF3883 DF3883.The orthometric height was determined by differential leveling DF3883.and adjusted by the National Geodetic Survey in June 2005. DF3883.No vertical observational check was made to the station. DF3883 DF3883.The geoid height was determined by GEOID03. DF3883 DF3883.The dynamic height is computed by dividing the NAVD 88 DF3883.geopotential number by the normal gravity value computed on the DF3883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DF3883.degrees latitude (g = 980.6199 gals.). DF3883 DF3883.The modeled gravity was interpolated from observed gravity values. DF3883 DF3883; North East Units Estimated Accuracy DF3883;SPC FL W - 566,030. 157,850. MT (+/- 180 meters Scaled) DF3883 DF3883 SUPERSEDED SURVEY CONTROL DF3883 DF3883.No superseded survey control is available for this station. DF3883 DF3883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN608577(NAD 83) DF3883_MARKER: DV = VERTICAL CONTROL DISK DF3883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF3883_STAMPING: P 411 1992 DF3883_MARK LOGO: NGS DF3883_MAGNETIC: N = NO MAGNETIC MATERIAL DF3883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF3883+STABILITY: SURFACE MOTION DF3883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DF3883+SATELLITE: SATELLITE OBSERVATIONS - 1992 DF3883 DF3883 HISTORY - Date Condition Report By DF3883 HISTORY - 1992 MONUMENTED FLDNR DF3883 DF3883 STATION DESCRIPTION DF3883 DF3883'DESCRIBED BY FL DEPT OF NAT RES 1992 (VAC) DF3883'THE MARK IS ABOUT 4.0 MI (6.4 KM) NORTH OF WILLISTON, 17.0 MI (27.4 DF3883'KM) SOUTHEAST OF NEWBERRY ALONG COUNTY ROAD 335, IN SECTION 17, T 12 DF3883'S, R 19 E. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 27, 41 DF3883'STATE ROAD 121 (NORTH MAIN STREET) AND ALTERNATE 27 (NOBLE AVENUE) IN DF3883'WILLISTON, GO NORTH ON U.S. HIGHWAYS 27, 41 AND STATE ROAD 121 FOR DF3883'0.45 MI (0.72 KM) TO THE JUNCTION OF STATE ROAD 121 NORTH ON THE DF3883'RIGHT, CONTINUE NORTH ON U.S. HIGHWAYS 27 AND 41 FOR 1.75 MI (2.82 KM) DF3883'TO THE JUNCTION OF COUNTY ROAD 343, CONTINUE NORTH ON U.S. HIGHWAYS 27 DF3883'AND 41 FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF COUNTY ROAD 335, TURN DF3883'RIGHT AND GO EAST ON COUNTY ROAD 335 FOR 1.0 MI (1.6 KM) TO THE RAIL DF3883'ROAD TRACKS, CONTINUE EAST ON COUNTY ROAD 335 FOR 0.95 MI (1.53 KM) TO DF3883'THE ON THE LEFT, SET IN THE TOP OF A CONCRETE MONUMENT LEVEL WITH THE DF3883'GROUND. LOCATED 49.8 FT (15.2 M) NORTH OF THE CENTERLINE OF COUNTY DF3883'ROAD 335, 25.0 FT (7.6 M) EAST OF THE WALKWAY TO THE ENTER OF THE DF3883'WHITEHURST BUILDING, 19.3 FT (5.9 M) WEST OF A (WHITEHURST AND SONS DF3883'INC) SIGN, 13.6 FT (4.1 M) SOUTH OF THE SOUTHEAST MOSTLY CORNER OF THE DF3883'BUILDING, 8.2 FT (2.5 M) NORTH OF THE SIDE WALK AND 3.0 FT (0.9 M) DF3883'SOUTH OF A FLAG POLE. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DF3885 *********************************************************************** DF3885 DESIGNATION - Q 411 DF3885 PID - DF3885 DF3885 STATE/COUNTY- FL/LEVY DF3885 USGS QUAD - WILLISTON (1976) DF3885 DF3885 *CURRENT SURVEY CONTROL DF3885 ___________________________________________________________________ DF3885* NAD 83(1986)- 29 26 56. (N) 082 24 40. (W) SCALED DF3885* NAVD 88 - 29.803 (meters) 97.78 (feet) ADJUSTED DF3885 ___________________________________________________________________ DF3885 GEOID HEIGHT- -27.73 (meters) GEOID03 DF3885 DYNAMIC HT - 29.762 (meters) 97.64 (feet) COMP DF3885 MODELED GRAV- 979,275.5 (mgal) NAVD 88 DF3885 DF3885 VERT ORDER - SECOND CLASS I DF3885 DF3885.The horizontal coordinates were scaled from a topographic map and have DF3885.an estimated accuracy of +/- 6 seconds. DF3885 DF3885.The orthometric height was determined by differential leveling DF3885.and adjusted by the National Geodetic Survey in June 2005. DF3885.No vertical observational check was made to the station. DF3885 DF3885.The geoid height was determined by GEOID03. DF3885 DF3885.The dynamic height is computed by dividing the NAVD 88 DF3885.geopotential number by the normal gravity value computed on the DF3885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DF3885.degrees latitude (g = 980.6199 gals.). DF3885 DF3885.The modeled gravity was interpolated from observed gravity values. DF3885 DF3885; North East Units Estimated Accuracy DF3885;SPC FL W - 566,850. 160,120. MT (+/- 180 meters Scaled) DF3885 DF3885 SUPERSEDED SURVEY CONTROL DF3885 DF3885.No superseded survey control is available for this station. DF3885 DF3885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN631585(NAD 83) DF3885_MARKER: DV = VERTICAL CONTROL DISK DF3885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF3885_STAMPING: Q 411 1992 DF3885_MARK LOGO: NGS DF3885_MAGNETIC: N = NO MAGNETIC MATERIAL DF3885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF3885+STABILITY: SURFACE MOTION DF3885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DF3885+SATELLITE: SATELLITE OBSERVATIONS - 1992 DF3885 DF3885 HISTORY - Date Condition Report By DF3885 HISTORY - 1992 MONUMENTED FLDNR DF3885 DF3885 STATION DESCRIPTION DF3885 DF3885'DESCRIBED BY FL DEPT OF NAT RES 1992 (VAC) DF3885'THE MARK IS ABOUT 4.0 MI (6.4 KM) NORTH OF WILLISTON, 2.3 MI (3.7 KM) DF3885'SOUTH OF THE ALACHUA-LEVY COUNTY LINE ALONG COUNTY ROAD 121, IN DF3885'SECTION 16, T 12 S, R 19 E. TO REACH THE MARK FROM THE JUNCTION OF DF3885'U.S. HIGHWAYS 27, 41 AND STATE ROAD 121 (NORTH MAIN STREET) AND DF3885'ALTERNATE 27 (NOBLE AVENUE) IN WILLISTON, GO NORTH ON U.S. HIGHWAYS DF3885'27, 41 AND STATE ROAD 121 FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF STATE DF3885'ROAD 121 NORTH ON THE RIGHT, TURN RIGHT ON TO STATE ROAD 121 NORTH AND DF3885'GO NORTHEASTERLY FOR 4.65 MI (7.48 KM) TO THE MARK ON THE LEFT, SET IN DF3885'THE TOP OF A CONCRETE MONUMENT LEVEL WITH THE GROUND. LOCATED 51.5 FT DF3885'(15.7 M) WEST OF THE CENTERLINE OF STATE ROAD 121, 170.2 FT (51.9 M) DF3885'NORTH OF A DIRT DRIVEWAY, 3.0 FT (0.9 M) SOUTH-SOUTHWEST OF A POWER DF3885'POLE AND 3.0 FT (0.9 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AR1529 *********************************************************************** AR1529 CBN - This is a Cooperative Base Network Control Station. AR1529 DESIGNATION - RALEIGH 2 AR1529 PID - AR1529 AR1529 STATE/COUNTY- FL/LEVY AR1529 USGS QUAD - WILLISTON (1976) AR1529 AR1529 *CURRENT SURVEY CONTROL AR1529 ___________________________________________________________________ AR1529* NAD 83(1999)- 29 28 07.58408(N) 082 24 52.95999(W) ADJUSTED AR1529* NAVD 88 - 29.247 (meters) 95.95 (feet) ADJUSTED AR1529 ___________________________________________________________________ AR1529 X - 733,595.690 (meters) COMP AR1529 Y - -5,508,833.005 (meters) COMP AR1529 Z - 3,119,242.442 (meters) COMP AR1529 LAPLACE CORR- -0.56 (seconds) DEFLEC99 AR1529 ELLIP HEIGHT- 1.46 (meters) (05/31/01) GPS OBS AR1529 GEOID HEIGHT- -27.73 (meters) GEOID03 AR1529 DYNAMIC HT - 29.207 (meters) 95.82 (feet) COMP AR1529 MODELED GRAV- 979,277.4 (mgal) NAVD 88 AR1529 AR1529 HORZ ORDER - B AR1529 VERT ORDER - SECOND CLASS I AR1529 ELLP ORDER - FIFTH CLASS I AR1529 AR1529.The horizontal coordinates were established by GPS observations AR1529.and adjusted by the National Geodetic Survey in May 2001. AR1529 AR1529.The orthometric height was determined by differential leveling AR1529.and adjusted by the National Geodetic Survey in June 2005. AR1529.No vertical observational check was made to the station. AR1529 AR1529.The X, Y, and Z were computed from the position and the ellipsoidal ht. AR1529 AR1529.The Laplace correction was computed from DEFLEC99 derived deflections. AR1529 AR1529.The ellipsoidal height was determined by GPS observations AR1529.and is referenced to NAD 83. AR1529 AR1529.The geoid height was determined by GEOID03. AR1529 AR1529.The dynamic height is computed by dividing the NAVD 88 AR1529.geopotential number by the normal gravity value computed on the AR1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR1529.degrees latitude (g = 980.6199 gals.). AR1529 AR1529.The modeled gravity was interpolated from observed gravity values. AR1529 AR1529; North East Units Scale Factor Converg. AR1529;SPC FL W - 569,057.273 159,776.857 MT 0.99996113 -0 12 14.5 AR1529;SPC FL N - 53,812.617 802,257.933 MT 1.00002219 +1 02 52.5 AR1529;UTM 17 - 3,260,756.730 362,826.298 MT 0.99983218 -0 41 45.9 AR1529 AR1529! - Elev Factor x Scale Factor = Combined Factor AR1529!SPC FL W - 0.99999977 x 0.99996113 = 0.99996090 AR1529!SPC FL N - 0.99999977 x 1.00002219 = 1.00002196 AR1529!UTM 17 - 0.99999977 x 0.99983218 = 0.99983195 AR1529 AR1529: Primary Azimuth Mark Grid Az AR1529:SPC FL W - RALEIGH 2 AZ MK 357 16 12.5 AR1529:SPC FL N - RALEIGH 2 AZ MK 356 01 05.5 AR1529:UTM 17 - RALEIGH 2 AZ MK 357 45 43.9 AR1529 AR1529|---------------------------------------------------------------------| AR1529| PID Reference Object Distance Geod. Az | AR1529| dddmmss.s | AR1529| CW4980 RALEIGH 2 RM 5 26.914 METERS 00032 | AR1529| CW4979 RALEIGH 2 RM 4 38.774 METERS 23119 | AR1529| AR1528 RALEIGH 3.530 METERS 27423 | AR1529| CW4981 RALEIGH 2 RM 6 32.065 METERS 28805 | AR1529| CW4978 RALEIGH 2 RM 3 40.356 METERS 31217 | AR1529| CW4977 RALEIGH 2 AZ MK 3570358.0 | AR1529|---------------------------------------------------------------------| AR1529 AR1529 SUPERSEDED SURVEY CONTROL AR1529 AR1529 NAD 83(1990)- 29 28 07.58266(N) 082 24 52.95952(W) AD( ) B AR1529 ELLIP H (09/13/90) 1.53 (m) GP( ) 4 1 AR1529 NAD 83(1986)- 29 28 07.58816(N) 082 24 52.97103(W) AD( ) 3 AR1529 NAD 27 - 29 28 06.70100(N) 082 24 53.60400(W) AD( ) 3 AR1529 NGVD 29 (09/13/90) 29.6 (m) 97. (f) GPS OBS AR1529 AR1529.Superseded values are not recommended for survey control. AR1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR1529.See file dsdata.txt to determine how the superseded data were derived. AR1529 AR1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6282660757(NAD 83) AR1529_MARKER: DS = TRIANGULATION STATION DISK AR1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AR1529_SP_SET: CONCRETE POST AR1529_STAMPING: RALEIGH 2 1953 AR1529_MARK LOGO: CGS AR1529_MAGNETIC: O = OTHER; SEE DESCRIPTION AR1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR1529+STABILITY: SURFACE MOTION AR1529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AR1529+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1996 AR1529 AR1529 HISTORY - Date Condition Report By AR1529 HISTORY - 1953 MONUMENTED CGS AR1529 HISTORY - 1954 GOOD CGS AR1529 HISTORY - 1969 GOOD CGS AR1529 HISTORY - 1988 GOOD USPSQD AR1529 HISTORY - 19881128 GOOD NGS AR1529 HISTORY - 19890516 GOOD AR1529 HISTORY - 19900314 GOOD MCGRIF AR1529 HISTORY - 19920418 GOOD NGS AR1529 HISTORY - 19930303 GOOD NGS AR1529 HISTORY - 19960605 GOOD DCJOHN AR1529 HISTORY - 19990112 GOOD USPSQD AR1529 AR1529 STATION DESCRIPTION AR1529 AR1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (MWC) AR1529'RALEIGH SURFACE MARK AND BOTH REFERENCE MONUMENTS HAD BEEN AR1529'DISTURBED. EXCAVATION WAS MADE TO THE UNDERGROUND AR1529'MONUMENT. THIS WAS FOUND TO BE IN GOOD CONDITION. THE AZIMUTH AR1529'MARK WAS RECOVERED, AND IT WAS FOUND TO BE IN GOOD AR1529'CONDITION. NEW MONUMENTS WERE SET, AND AR1529'NEW DISKS SET THEREIN. FOR RALEIGH 2, ITSELF, AND ITS MONUMENT, AR1529'CONCRETE UNITS WERE USED OF DIMENSIONS 8- BY 8-IN. ON TOP, 12- AR1529'BY 12-IN. ON BOTTOM, AND 36 IN. IN LENGTH, WITH THE TOPS AR1529'EXTENDING 12 IN. ABOVE THE GROUND. ON EACH OF THESE MONUMENTS, AR1529'TWO STATE ROAD DEPARTMENT RIGHT-OF-WAY CONCRETE POSTS (6- BY AR1529'6-IN.) WERE SET AS GUARDS EXTENDING 36 IN. OUT OF NORMAL GROUND AR1529'LEVEL. THE REFERENCE MONUMENTS CONSISTED OF CONCRETE UNITS AR1529'8- BY 8-IN. ON TOP, 11- BY 11-IN. ON BOTTOM, AND 30 IN. IN LENGTH. AR1529'THEY EXTEND 12 IN. ABOVE NORMAL GROUND AND HAVE ONE STATE AR1529'ROAD DEPARTMENT RIGHT-OF-WAY MARKER POST AS A GUARD ON AR1529'EACH. THE SITE OF THE STATION IS IN A CULTIVATED FIELD. AR1529'THE AZIMUTH MONUMENT IS 66 FT. N AR1529'OF A DIRT ROAD LEADING S, AND 49 FT. W OF THE PRESENT DIRT AR1529'ROAD LEADING S, AND 49 FT. W OF THE PRESENT DIRT ROAD. THE AR1529'UNDERGROUND RALEIGH MONUMENT WAS NOT DISTURBED IN THE NEW AR1529'MONUMENT-SETTING OPERATIONS. A STATE ROAD DEPARTMENT AR1529'RIGHT-OF-WAY CONCRETE POST SETS IMMEDIATELY ABOVE THE UNDERGROUND AR1529'RALEIGH MONUMENT AND EXTENDS 3 FT. ABOVE NORMAL GROUND. THE AR1529'CATTLE GUARD, MENTIONED IN THE DESCRIPTION OF RALEIGH, HAS BEEN AR1529'MOVED TO THE N SOME 400 FT. AND WILL PROBABLY BE RELOCATED OR AR1529'DESTROYED IN NEW ROAD CONSTRUCTION. AR1529 AR1529 STATION RECOVERY (1969) AR1529 AR1529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS) AR1529'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD AR1529'CONDITION. THE ORIGINAL DESCRIPTION IS DATED 1954, BUT THE AR1529'MARKS ARE STAMPED 1953. REFERENCE MARKS NO. 3 AND NO. 4 WERE AR1529'FOUND DESTROYED, THE NO. 3 MONUMENT WAS SHIRRED OFF AT THE TOP AND AR1529'THE DISK IS MISSING, THE NO. 4 MONUMENT WAS PUSHED OVER WITH THE AR1529'DISK INTACT. THE DISK WAS REMOVED AT THIS TIME. THE AR1529'UNDERGROUND STATION MARK FOR RALEIGH 1937 WAS SEARCHED FOR BUT AR1529'NOT FOUND, AND IS BELIEVED TO HAVE BEEN DESTROYED DURING AR1529'HIGHWAY IMPROVEMENTS. REFERENCE MARKS NO. 5 AND NO. 6 WERE AR1529'SET. AR1529' AR1529'THE STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHEAST OF AR1529'WILLISTON, 4 MILES NORTHEAST OF RALEIGH, AND 0.32 MILE SOUTH AR1529'OF THE INTERSECTION OF STATE HIGHWAY 121 AND S-320 AT THE TOP AR1529'OF A LOW GRADE ON THE EAST SIDE OF HIGHWAY 121 ON THE ROAD AR1529'RIGHT-OF-WAY. AR1529' AR1529'THE STATION MARK IS A STANDARD DISK STAMPED RALEIGH 2 1953 AR1529'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES. IT IS AR1529'49.5 FEET EAST OF THE CENTER OF HIGHWAY 121, 2.5 FEET SOUTH OF AR1529'A CONCRETE R.O.W. POST, 2 FEET NORTH OF A CONCRETE R.O.W. POST, AR1529'AND 1.2 FEET WEST OF FENCE AND METAL WITNESS POST. AR1529' AR1529'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED RALEIGH 2 AR1529'1953 NO 5 1969 SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS AR1529'4-INCHES. IT IS 50 FEET EAST OF THE CENTER OF HIGHWAY 121, 1.8 AR1529'FEET SOUTH OF A METAL WITNESS POST, AND 0.5 MILE WEST OF A FENCE AR1529'LINE. AR1529' AR1529'REFERENCE MARK NO. 6 IS A STANDARD DISK STAMPED RALEIGH 2 1953 AR1529'NO 6 1969 SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS AR1529'9-INCHES. IT IS 51 FEET WEST OF THE CENTER OF HIGHWAY 121, 2 AR1529'FEET SOUTH OF A POWER POLE, AND 0.7 FOOT EAST OF A FENCE LINE. AR1529' AR1529'THE DISTANCE BETWEEN REFERENCE MARKS NO. 5 AND NO. 6 IS 115.16 AR1529'FEET OR 35.101 METERS. AR1529' AR1529'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RALEIGH 2 1953 SET AR1529'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 9-INCHES. IT IS AR1529'83 FEET NORTHWEST OF CENTER OF THE JUNCTION OF STATE HIGHWAYS AR1529'121 AND S-320, 50 FEET WEST OF THE CENTER OF HIGHWAY 121, 12 FEET AR1529'NORTH OF A POWER POLE, 3.2 FEET SOUTH OF A CONCRETE R.O.W. POST, AR1529'3 FEET NORTH OF A CONCRETE R.O.W. POST, 1.4 FEET EAST AR1529'OF A FENCE LINE, AND 1.0 FOOT WEST OF A METAL WITNESS POST. AR1529' AR1529'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 AR1529'AND STATE HIGHWAY S-335 IN RALEIGH, GO EAST ON HIGHWAY S-335 AR1529'FOR 3.45 MILES TO THE JUNCTION WITH STATE HIGHWAY 121, TURN LEFT AR1529'AND GO NORTH ON HIGHWAY 121 FOR 2.05 MILES TO THE STATION ON AR1529'RIGHT AS DESCRIBED. AR1529' AR1529'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON AR1529'HIGHWAY 121 FOR 0.32 MILE TO THE AZIMUTH ON THE LEFT AS DESCRIBED. AR1529' AR1529'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AR1529'4 MILES NORTHEAST OF RALEIGH. AR1529 AR1529 STATION RECOVERY (1988) AR1529 AR1529'RECOVERY NOTE BY US POWER SQUADRON 1988 (GRP) AR1529'RECOVERED IN GOOD CONDITION. AR1529 AR1529 STATION RECOVERY (1988) AR1529 AR1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 AR1529'THE STATION IS LOCATED ABOUT 10.46 KM (6.50 MI) NORTH OF WILLISTON, AR1529'1.29 KM (0.80 MI) SOUTH OF THE ALACHUA-LEVY COUNTY LINE, ALONG COUNTY AR1529'ROAD 121. OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY. AR1529'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 27, 41 AND 41 AR1529'ALTERNATE IN WILLISTON, GO NORTH FOR 0.80 KM (0.50 MI) ON HIGHWAY 27 AR1529'ALTERNATE TO THE JUNCTION OF COUNTY ROAD 121. BEAR RIGHT AND GO AR1529'NORTHEASTERLY FOR 10.30 KM (6.40 MI) ON COUNTY ROAD 121 TO THE STATION AR1529'ON RIGHT. AR1529'THE STATION PROJECTS 15 CM ABOVE GROUND. LOCATED 15.03 M (49.3 FT) AR1529'EAST FROM THE APPROXIMATE CENTER OF COUNTY ROAD 121, 1.22 M (4.0 FT) AR1529'SOUTH FROM A CONCRETE RIGHT-OF-WAY MARKER, 0.46 M (1.5 FT) NORTH FROM AR1529'A CONCRETE RIGHT-OF-WAY MARKER AND 0.40 M (1.3 FT) WEST FROM A METAL AR1529'WITNESS POST IN FENCE LINE. AR1529'DESCRIBED BY R.W. MCALLISTER. AR1529 AR1529 STATION RECOVERY (1989) AR1529 AR1529'RECOVERED 1989 AR1529'RECOVERED IN GOOD CONDITION. AR1529 AR1529 STATION RECOVERY (1990) AR1529 AR1529'RECOVERY NOTE BY P C MCGRIFF COMPANY 1990 AR1529'RECOVERED IN GOOD CONDITION AS DESCRIBED IN PART I OF THE RECOVERY AR1529'NOTES FROM FLORIDA HIGH PRECISION NETWORK NGS PROJECT NUMBER- AR1529'GPS-170. STATION RECOVERY DESCRIPTION FROM THE ALACHUA COUNTY CONTROL AR1529'DENSIFICATION,NGS PROJECT NUMBER- GPS-173, IS ALSO GOOD. AR1529 AR1529 STATION RECOVERY (1992) AR1529 AR1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RLT) AR1529'THE STATION IS ABOUT 6.5 MI (10.5 KM) NORTH OF WILLISTON, 0.8 MI (1.3 AR1529'KM) SOUTH OF THE ALACHUA-LEVY COUNTY LINE, ALONG COUNTY ROAD 121 IN AR1529'SECTION 9, T 12 S, R 19 E. OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY. TO AR1529'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 27, 41, STATE AR1529'ROAD 121 (NORTH MAIN STREET) AND ALTERNATE 27 (NOBLE AVENUE) IN AR1529'WILLISTON, GO NORTH ON U.S. HIGHWAYS 27, 41 AND STATE ROAD 121 (NORTH AR1529'MAIN STREET) FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF STATE ROAD 121 AR1529'NORTH ON THE RIGHT, BEAR RIGHT ON STATE ROAD 121 NORTH AND GO AR1529'NORTHEASTERLY FOR 6.15 MI (9.90 KM) TO THE STATION ON THE RIGHT, SET AR1529'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 0.4 FT (12.2 AR1529'CM) ABOVE THE LEVEL OF THE GROUND AND ABOUT 3.0 FT (0.9 M) ABOVE THE AR1529'LEVEL OF THE ROAD. LOCATED 49.4 FT (15.1 M) EAST OF THE CENTERLINE OF AR1529'STATE ROAD 121, 2.0 FT (0.6 M) SOUTH OF A CONCRETE RIGHT-OF-WAY AR1529'MARKER, 1.5 FT (0.5 M) NORTH OF A CONCRETE RIGHT-OF-WAY MARKER, 1.3 FT AR1529'(0.4 M) WEST OF THE FENCE LINE AND 1.0 FT (0.3 M) WEST OF A METAL AR1529'WITNESS POST. AR1529 AR1529 STATION RECOVERY (1993) AR1529 AR1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 AR1529'THE STATION IS LOCATED ABOUT 10.46 KM (6.50 MI) NORTH OF WILLISTON, AR1529'1.29 KM (0.80 MI) SOUTH OF THE ALACHUA-LEVY COUNTY LINE, ALONG COUNTY AR1529'ROAD 121. OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY. AR1529'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 27, 41 AND 27 AR1529'ALTERNATE IN WILLISTON, GO NORTH FOR 0.64 KM (0.40 MI) ON HIGHWAY 27 AR1529'AND 41 TO THE JUNCTION OF COUNTY ROAD 121. BEAR RIGHT AND GO AR1529'NORTHEASTERLY FOR 9.82 KM (6.10 MI) ON COUNTY ROAD 121 TO THE STATION AR1529'ON RIGHT. AR1529'THE STATION PROJECTS 15 CM ABOVE GROUND. LOCATED 15.03 M (49.31 FT) AR1529'EAST FROM THE APPROXIMATE CENTER OF COUNTY ROAD 121, 1.22 M (4.00 FT) AR1529'SOUTH FROM A CONCRETE RIGHT-OF-WAY MARKER, 0.46 M (1.51 FT) NORTH FROM AR1529'A CONCRETE RIGHT-OF-WAY MARKER AND 0.40 M (1.31 FT) WEST FROM A METAL AR1529'WITNESS POST IN FENCE LINE. AR1529 AR1529 STATION RECOVERY (1996) AR1529 AR1529'RECOVERY NOTE BY DC JOHNSON ASSOC 1996 (CX) AR1529'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED. AR1529 AR1529 STATION RECOVERY (1999) AR1529 AR1529'RECOVERY NOTE BY US POWER SQUADRON 1999 AR1529'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 CW4977 *********************************************************************** CW4977 DESIGNATION - RALEIGH 2 AZ MK CW4977 PID - CW4977 CW4977 STATE/COUNTY- FL/LEVY CW4977 USGS QUAD - WILLISTON (1976) CW4977 CW4977 *CURRENT SURVEY CONTROL CW4977 ___________________________________________________________________ CW4977* NAD 83(1986)- 29 28 24. (N) 082 24 53. (W) SCALED CW4977* NAVD 88 - 30.286 (meters) 99.36 (feet) ADJUSTED CW4977 ___________________________________________________________________ CW4977 GEOID HEIGHT- -27.73 (meters) GEOID03 CW4977 DYNAMIC HT - 30.245 (meters) 99.23 (feet) COMP CW4977 MODELED GRAV- 979,277.8 (mgal) NAVD 88 CW4977 CW4977 VERT ORDER - SECOND CLASS I CW4977 CW4977.The horizontal coordinates were scaled from a topographic map and have CW4977.an estimated accuracy of +/- 6 seconds. CW4977 CW4977.The orthometric height was determined by differential leveling CW4977.and adjusted by the National Geodetic Survey in June 2005. CW4977.No vertical observational check was made to the station. CW4977 CW4977.The geoid height was determined by GEOID03. CW4977 CW4977.The dynamic height is computed by dividing the NAVD 88 CW4977.geopotential number by the normal gravity value computed on the CW4977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CW4977.degrees latitude (g = 980.6199 gals.). CW4977 CW4977.The modeled gravity was interpolated from observed gravity values. CW4977 CW4977; North East Units Estimated Accuracy CW4977;SPC FL W - 569,560. 159,780. MT (+/- 180 meters Scaled) CW4977 CW4977 SUPERSEDED SURVEY CONTROL CW4977 CW4977.No superseded survey control is available for this station. CW4977 CW4977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN628612(NAD 83) CW4977_MARKER: DZ = AZIMUTH MARK DISK CW4977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CW4977_STAMPING: RALEIGH 2 AZ MK 1953 CW4977_MARK LOGO: CGS CW4977_MAGNETIC: O = OTHER; SEE DESCRIPTION CW4977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CW4977+STABILITY: SURFACE MOTION CW4977_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CW4977+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1992 CW4977 CW4977 HISTORY - Date Condition Report By CW4977 HISTORY - 1953 MONUMENTED CGS CW4977 HISTORY - 19920418 GOOD NGS CW4977 CW4977 STATION DESCRIPTION CW4977 CW4977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RLT) CW4977'THE STATION IS ABOUT 6.8 MI (10.9 KM) NORTH OF WILLISTON, 0.5 MI (0.8 CW4977'KM) SOUTH OF THE ALACHUA-LEVY COUNTY LINE, ALONG COUNTY ROAD 121 IN CW4977'SECTION 4, T 12 S, R 19 E. OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY. TO CW4977'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 27, 41, STATE CW4977'ROAD 121 (NORTH MAIN STREET) AND ALTERNATE 27 (NOBLE AVENUE) IN CW4977'WILLISTON, GO NORTH ON U.S. HIGHWAYS 27, 41 AND STATE ROAD 121 (NORTH CW4977'MAIN STREET) FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF STATE ROAD 121 CW4977'NORTH ON THE RIGHT, BEAR RIGHT ON STATE ROAD 121 NORTH AND GO CW4977'NORTHEASTERLY FOR 6.45 MI (10.38 KM) TO THE JUNCTION OF COUNTY ROAD CW4977'320 AND THE STATION ON THE LEFT, SET IN THE TOP OF A SQUARE CONCRETE CW4977'MONUMENT WHICH PROJECTS 0.9 FT (27.4 CM) ABOVE THE LEVEL OF THE CW4977'GROUND. LOCATED 76.2 FT (23.2 M) NORTHWEST OF THE JUNCTION OF STATE CW4977'ROAD 121 AND COUNTY ROAD 320, 49.5 FT (15.1 M) WEST OF THE CENTERLINE CW4977'OF STATE ROAD 121, 12.0 FT (3.7 M) NORTH OF POWER POLE NUMBER 20 T, CW4977'2.1 FT (0.6 M) SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER, 2.0 FT (0.6 M) CW4977'NORTH OF A CONCRETE RIGHT-OF-WAY MARKER, 1.8 FT (0.5 M) EAST OF THE CW4977'FENCE LINE AND 1.2 FT (0.4 M) WEST OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 CW4980 *********************************************************************** CW4980 DESIGNATION - RALEIGH 2 RM 5 CW4980 PID - CW4980 CW4980 STATE/COUNTY- FL/LEVY CW4980 USGS QUAD - WILLISTON (1976) CW4980 CW4980 *CURRENT SURVEY CONTROL CW4980 ___________________________________________________________________ CW4980* NAD 83(1986)- 29 28 07. (N) 082 24 52. (W) SCALED CW4980* NAVD 88 - 29.104 (meters) 95.49 (feet) ADJUSTED CW4980 ___________________________________________________________________ CW4980 GEOID HEIGHT- -27.73 (meters) GEOID03 CW4980 DYNAMIC HT - 29.064 (meters) 95.35 (feet) COMP CW4980 MODELED GRAV- 979,277.4 (mgal) NAVD 88 CW4980 CW4980 VERT ORDER - SECOND CLASS I CW4980 CW4980.The horizontal coordinates were scaled from a topographic map and have CW4980.an estimated accuracy of +/- 6 seconds. CW4980 CW4980.The orthometric height was determined by differential leveling CW4980.and adjusted by the National Geodetic Survey in June 2005. CW4980.No vertical observational check was made to the station. CW4980 CW4980.The geoid height was determined by GEOID03. CW4980 CW4980.The dynamic height is computed by dividing the NAVD 88 CW4980.geopotential number by the normal gravity value computed on the CW4980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CW4980.degrees latitude (g = 980.6199 gals.). CW4980 CW4980.The modeled gravity was interpolated from observed gravity values. CW4980 CW4980; North East Units Estimated Accuracy CW4980;SPC FL W - 569,040. 159,800. MT (+/- 180 meters Scaled) CW4980 CW4980 SUPERSEDED SURVEY CONTROL CW4980 CW4980.No superseded survey control is available for this station. CW4980 CW4980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN628607(NAD 83) CW4980_MARKER: DR = REFERENCE MARK DISK CW4980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CW4980_STAMPING: RALEIGH 2 1953 NO 5 1969 CW4980_MARK LOGO: CGS CW4980_MAGNETIC: O = OTHER; SEE DESCRIPTION CW4980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CW4980+STABILITY: SURFACE MOTION CW4980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CW4980+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1992 CW4980 CW4980 HISTORY - Date Condition Report By CW4980 HISTORY - 1969 MONUMENTED CGS CW4980 HISTORY - 19920418 GOOD NGS CW4980 CW4980 STATION DESCRIPTION CW4980 CW4980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RLT) CW4980'THE STATION IS ABOUT 6.5 MI (10.5 KM) NORTH OF WILLISTON, 0.8 MI (1.3 CW4980'KM) SOUTH OF THE ALACHUA-LEVY COUNTY LINE, ALONG COUNTY ROAD 121 IN CW4980'SECTION 9, T 12 S, R 19 E. OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY. TO CW4980'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 27, 41, STATE CW4980'ROAD 121 (NORTH MAIN STREET) AND ALTERNATE 27 (NOBLE AVENUE) IN CW4980'WILLISTON, GO NORTH ON U.S. HIGHWAYS 27, 41 AND STATE ROAD 121 (NORTH CW4980'MAIN STREET) FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF STATE ROAD 121 CW4980'NORTH ON THE RIGHT, BEAR RIGHT ON STATE ROAD 121 NORTH AND GO CW4980'NORTHEASTERLY FOR 6.15 MI (9.90 KM) TO THE STATION ON THE RIGHT, SET CW4980'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 0.4 FT (12.2 CW4980'CM) ABOVE THE LEVEL OF THE GROUND AND ABOUT 2.0 FT (0.6 M) ABOVE THE CW4980'LEVEL OF THE ROAD. LOCATED 49.6 FT (15.1 M) EAST OF THE CENTERLINE OF CW4980'STATE ROAD 121, 1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS POST, 0.9 CW4980'FT (27.4 CM) SOUTH OF A METAL WITNESS POST AND 0.8 FT (24.4 CM) WEST CW4980'OF THE FENCE LINE. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 CW4981 *********************************************************************** CW4981 DESIGNATION - RALEIGH 2 RM 6 CW4981 PID - CW4981 CW4981 STATE/COUNTY- FL/LEVY CW4981 USGS QUAD - WILLISTON (1976) CW4981 CW4981 *CURRENT SURVEY CONTROL CW4981 ___________________________________________________________________ CW4981* NAD 83(1986)- 29 28 07. (N) 082 24 52. (W) SCALED CW4981* NAVD 88 - 28.827 (meters) 94.58 (feet) ADJUSTED CW4981 ___________________________________________________________________ CW4981 GEOID HEIGHT- -27.73 (meters) GEOID03 CW4981 DYNAMIC HT - 28.788 (meters) 94.45 (feet) COMP CW4981 MODELED GRAV- 979,277.4 (mgal) NAVD 88 CW4981 CW4981 VERT ORDER - SECOND CLASS I CW4981 CW4981.The horizontal coordinates were scaled from a topographic map and have CW4981.an estimated accuracy of +/- 6 seconds. CW4981 CW4981.The orthometric height was determined by differential leveling CW4981.and adjusted by the National Geodetic Survey in June 2005. CW4981.No vertical observational check was made to the station. CW4981 CW4981.The geoid height was determined by GEOID03. CW4981 CW4981.The dynamic height is computed by dividing the NAVD 88 CW4981.geopotential number by the normal gravity value computed on the CW4981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CW4981.degrees latitude (g = 980.6199 gals.). CW4981 CW4981.The modeled gravity was interpolated from observed gravity values. CW4981 CW4981; North East Units Estimated Accuracy CW4981;SPC FL W - 569,040. 159,800. MT (+/- 180 meters Scaled) CW4981 CW4981 SUPERSEDED SURVEY CONTROL CW4981 CW4981.No superseded survey control is available for this station. CW4981 CW4981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN628607(NAD 83) CW4981_MARKER: DR = REFERENCE MARK DISK CW4981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CW4981_STAMPING: RALEIGH 2 1953 NO 6 1969 CW4981_MARK LOGO: CGS CW4981_MAGNETIC: O = OTHER; SEE DESCRIPTION CW4981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CW4981+STABILITY: SURFACE MOTION CW4981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CW4981+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1992 CW4981 CW4981 HISTORY - Date Condition Report By CW4981 HISTORY - 1969 MONUMENTED CGS CW4981 HISTORY - 19920418 GOOD NGS CW4981 CW4981 STATION DESCRIPTION CW4981 CW4981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RLT) CW4981'THE STATION IS ABOUT 6.5 MI (10.5 KM) NORTH OF WILLISTON, 0.8 MI (1.3 CW4981'KM) SOUTH OF THE ALACHUA-LEVY COUNTY LINE, ALONG COUNTY ROAD 121 IN CW4981'SECTION 9, T 12 S, R 19 E. OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY. TO CW4981'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 27, 41, STATE CW4981'ROAD 121 (NORTH MAIN STREET) AND ALTERNATE 27 (NOBLE AVENUE) IN CW4981'WILLISTON, GO NORTH ON U.S. HIGHWAYS 27, 41 AND STATE ROAD 121 (NORTH CW4981'MAIN STREET) FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF STATE ROAD 121 CW4981'NORTH ON THE RIGHT, BEAR RIGHT ON STATE ROAD 121 NORTH AND GO CW4981'NORTHEASTERLY FOR 6.15 MI (9.90 KM) TO THE STATION ON THE LEFT, SET IN CW4981'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 0.9 FT (27.4 CM) CW4981'ABOVE THE LEVEL OF THE GROUND AND ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL CW4981'OF THE ROAD. LOCATED 58.0 FT (17.7 M) WEST OF THE CENTERLINE OF STATE CW4981'ROAD 121, 54.3 FT (16.6 M) SOUTH OF A RIGHT-OF-WAY MARKER, 2.2 FT (0.7 CW4981'M) SOUTH OF A POWER POLE, 0.8 FT (24.4 CM) NORTH OF A METAL WITNESS CW4981'POST WITH NO PLAQUE, 0.7 FT (21.3 CM) SOUTH OF A CARSONITE WITNESS CW4981'POST AND 0.1 FT (3.0 CM) EAST OF THE FENCE LINE.