1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AL6390 *********************************************************************** AL6390 DESIGNATION - G 56 AL6390 PID - AL6390 AL6390 STATE/COUNTY- FL/PASCO AL6390 USGS QUAD - DADE CITY (1988) AL6390 AL6390 *CURRENT SURVEY CONTROL AL6390 ___________________________________________________________________ AL6390* NAD 83(1986)- 28 15 52. (N) 082 08 14. (W) SCALED AL6390* NAVD 88 - 25.825 (meters) 84.73 (feet) ADJUSTED AL6390 ___________________________________________________________________ AL6390 GEOID HEIGHT- -26.31 (meters) GEOID99 AL6390 DYNAMIC HT - 25.787 (meters) 84.60 (feet) COMP AL6390 MODELED GRAV- 979,178.2 (mgal) NAVD 88 AL6390 AL6390 VERT ORDER - SECOND CLASS 0 AL6390 AL6390.The horizontal coordinates were scaled from a topographic map and have AL6390.an estimated accuracy of +/- 6 seconds. AL6390 AL6390.The orthometric height was determined by differential leveling AL6390.and adjusted by the National Geodetic Survey in June 1991. AL6390 AL6390.The geoid height was determined by GEOID99. AL6390 AL6390.The dynamic height is computed by dividing the NAVD 88 AL6390.geopotential number by the normal gravity value computed on the AL6390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6390.degrees latitude (g = 980.6199 gals.). AL6390 AL6390.The modeled gravity was interpolated from observed gravity values. AL6390 AL6390; North East Units Estimated Accuracy AL6390;SPC FL W - 435,520. 186,540. MT (+/- 180 meters Scaled) AL6390 AL6390 SUPERSEDED SURVEY CONTROL AL6390 AL6390 NGVD 29 (??/??/92) 26.090 (m) 85.60 (f) ADJ UNCH 2 0 AL6390 AL6390.Superseded values are not recommended for survey control. AL6390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6390.See file dsdata.txt to determine how the superseded data were derived. AL6390 AL6390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM884270(NAD 83) AL6390_MARKER: DB = BENCH MARK DISK AL6390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6390_STAMPING: G 56 1934 AL6390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6390+STABILITY: SURFACE MOTION AL6390 AL6390 HISTORY - Date Condition Report By AL6390 HISTORY - 1934 MONUMENTED CGS AL6390 HISTORY - 1959 GOOD NGS AL6390 HISTORY - 1961 GOOD NGS AL6390 HISTORY - 20030924 MARK NOT FOUND FL-105 AL6390 AL6390 STATION DESCRIPTION AL6390 AL6390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 AL6390'7.6 MI SE FROM DADE CITY. AL6390'7.6 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM AL6390'THE STATION AT DADE CITY, 0.2 MILE NORTHWEST OF MILEPOST 347 AT AL6390'LUMBERTON, AT THE CROSSING OF STATE HIGHWAY 54, 88 FT. SOUTH OF AL6390'THE CENTER OF THE CROSSING, 68 FT. SOUTHEAST OF THE CENTER LINE AL6390'OF THE HIGHWAY, 30 FT. SOUTHWEST OF THE SOUTHWEST RAIL, 34 FT. AL6390'NORTHEAST OF A 20 INCH OAK TREE, 1.8 FT. SOUTH OF A STEEL WITNESS AL6390'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FT. AL6390'ABOVE THE GROUND. AL6390 AL6390 STATION RECOVERY (1961) AL6390 AL6390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961 AL6390'RECOVERED IN GOOD CONDITION. AL6390 AL6390 STATION RECOVERY (2003) AL6390 AL6390'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AL6390'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AL6390'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AL6386 *********************************************************************** AL6386 DESIGNATION - K 56 AL6386 PID - AL6386 AL6386 STATE/COUNTY- FL/PASCO AL6386 USGS QUAD - DADE CITY (1988) AL6386 AL6386 *CURRENT SURVEY CONTROL AL6386 ___________________________________________________________________ AL6386* NAD 83(1986)- 28 18 41. (N) 082 08 59. (W) SCALED AL6386* NAVD 88 - 35.825 (meters) 117.54 (feet) ADJUSTED AL6386 ___________________________________________________________________ AL6386 GEOID HEIGHT- -26.39 (meters) GEOID99 AL6386 DYNAMIC HT - 35.773 (meters) 117.37 (feet) COMP AL6386 MODELED GRAV- 979,180.8 (mgal) NAVD 88 AL6386 AL6386 VERT ORDER - SECOND CLASS 0 AL6386 AL6386.The horizontal coordinates were scaled from a topographic map and have AL6386.an estimated accuracy of +/- 6 seconds. AL6386 AL6386.The orthometric height was determined by differential leveling AL6386.and adjusted by the National Geodetic Survey in June 1991. AL6386 AL6386.The geoid height was determined by GEOID99. AL6386 AL6386.The dynamic height is computed by dividing the NAVD 88 AL6386.geopotential number by the normal gravity value computed on the AL6386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6386.degrees latitude (g = 980.6199 gals.). AL6386 AL6386.The modeled gravity was interpolated from observed gravity values. AL6386 AL6386; North East Units Estimated Accuracy AL6386;SPC FL W - 440,730. 185,320. MT (+/- 180 meters Scaled) AL6386 AL6386 SUPERSEDED SURVEY CONTROL AL6386 AL6386 NGVD 29 (??/??/92) 36.086 (m) 118.39 (f) ADJ UNCH 2 0 AL6386 AL6386.Superseded values are not recommended for survey control. AL6386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6386.See file dsdata.txt to determine how the superseded data were derived. AL6386 AL6386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM872322(NAD 83) AL6386_MARKER: DB = BENCH MARK DISK AL6386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6386_STAMPING: K 56 1934 AL6386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6386+STABILITY: SURFACE MOTION AL6386 AL6386 HISTORY - Date Condition Report By AL6386 HISTORY - 1934 MONUMENTED CGS AL6386 HISTORY - 1958 GOOD NGS AL6386 HISTORY - 1974 MARK NOT FOUND NGS AL6386 HISTORY - 20030924 MARK NOT FOUND FL-105 AL6386 AL6386 STATION DESCRIPTION AL6386 AL6386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AL6386'4.4 MI S FROM DADE CITY. AL6386'4.35 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE AL6386'STATION AT DADE CITY, 0.2 MILE NORTHWEST OF A FARMHOUSE, 0.4 AL6386'MILE SOUTHEAST OF MILEPOST R 834, 62 FT. NORTHEAST OF THE CENTER AL6386'LINE OF STATE ROAD 35A, 36.5 FT. SOUTHWEST OF THE SOUTHWEST RAIL AL6386'OF THE SOUTHWEST TRACK, 74 FT. SOUTH OF THE CENTER OF A PRIVATE AL6386'ROAD CROSSING, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS AL6386'0.2 FT. ABOVE THE GROUND. AL6386 AL6386 STATION RECOVERY (1974) AL6386 AL6386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 AL6386'MARK NOT FOUND. AL6386 AL6386 STATION RECOVERY (2003) AL6386 AL6386'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AL6386'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AL6386'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AL6372 *********************************************************************** AL6372 DESIGNATION - V 54 AL6372 PID - AL6372 AL6372 STATE/COUNTY- FL/PASCO AL6372 USGS QUAD - LACOOCHEE (1988) AL6372 AL6372 *CURRENT SURVEY CONTROL AL6372 ___________________________________________________________________ AL6372* NAD 83(1986)- 28 28 40. (N) 082 08 51. (W) SCALED AL6372* NAVD 88 - 22.189 (meters) 72.80 (feet) ADJUSTED AL6372 ___________________________________________________________________ AL6372 GEOID HEIGHT- -26.68 (meters) GEOID99 AL6372 DYNAMIC HT - 22.157 (meters) 72.69 (feet) COMP AL6372 MODELED GRAV- 979,201.9 (mgal) NAVD 88 AL6372 AL6372 VERT ORDER - SECOND CLASS 0 AL6372 AL6372.The horizontal coordinates were scaled from a topographic map and have AL6372.an estimated accuracy of +/- 6 seconds. AL6372 AL6372.The orthometric height was determined by differential leveling AL6372.and adjusted by the National Geodetic Survey in June 1991. AL6372 AL6372.The geoid height was determined by GEOID99. AL6372 AL6372.The dynamic height is computed by dividing the NAVD 88 AL6372.geopotential number by the normal gravity value computed on the AL6372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6372.degrees latitude (g = 980.6199 gals.). AL6372 AL6372.The modeled gravity was interpolated from observed gravity values. AL6372 AL6372; North East Units Estimated Accuracy AL6372;SPC FL W - 459,160. 185,560. MT (+/- 180 meters Scaled) AL6372 AL6372 SUPERSEDED SURVEY CONTROL AL6372 AL6372 NGVD 29 (??/??/92) 22.446 (m) 73.64 (f) ADJ UNCH 2 0 AL6372 AL6372.Superseded values are not recommended for survey control. AL6372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6372.See file dsdata.txt to determine how the superseded data were derived. AL6372 AL6372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM876506(NAD 83) AL6372_MARKER: DB = BENCH MARK DISK AL6372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6372_STAMPING: V 54 1934 AL6372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6372+STABILITY: SURFACE MOTION AL6372 AL6372 HISTORY - Date Condition Report By AL6372 HISTORY - 1934 MONUMENTED CGS AL6372 HISTORY - 1958 GOOD NGS AL6372 HISTORY - 20030924 MARK NOT FOUND FL-105 AL6372 AL6372 STATION DESCRIPTION AL6372 AL6372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AL6372'1.7 MI NE FROM LACOOCHEE. AL6372'1.7 MILES NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM AL6372'THE STATION AT LACOOCHEE, 0.4 MILE NORTHEAST OF MILEPOST 74, 48 AL6372'FT. SOUTH OF THE CENTER OF A DIRT ROAD CROSSING, 47 FT. SOUTH AL6372'OF THE CENTER LINE OF THE DIRT ROAD, 33.5 FT. SOUTHEAST OF THE AL6372'SOUTHEAST RAIL, 69 FT. SOUTHEAST OF TELEPHONE POLE 1 SK SET IN AL6372'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FT. ABOVE THE AL6372'GROUND. AL6372 AL6372 STATION RECOVERY (2003) AL6372 AL6372'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AL6372'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AL6372'DEPARTMENT.