1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AL6154 *********************************************************************** AL6154 DESIGNATION - X 54 AL6154 PID - AL6154 AL6154 STATE/COUNTY- FL/SUMTER AL6154 USGS QUAD - WEBSTER (1958) AL6154 AL6154 *CURRENT SURVEY CONTROL AL6154 ___________________________________________________________________ AL6154* NAD 83(1986)- 28 32 26. (N) 082 04 27. (W) SCALED AL6154* NAVD 88 - 24.798 (meters) 81.36 (feet) ADJUSTED AL6154 ___________________________________________________________________ AL6154 GEOID HEIGHT- -26.80 (meters) GEOID99 AL6154 DYNAMIC HT - 24.762 (meters) 81.24 (feet) COMP AL6154 MODELED GRAV- 979,211.6 (mgal) NAVD 88 AL6154 AL6154 VERT ORDER - SECOND CLASS 0 AL6154 AL6154.The horizontal coordinates were scaled from a topographic map and have AL6154.an estimated accuracy of +/- 6 seconds. AL6154 AL6154.The orthometric height was determined by differential leveling AL6154.and adjusted by the National Geodetic Survey in June 1991. AL6154 AL6154.The geoid height was determined by GEOID99. AL6154 AL6154.The dynamic height is computed by dividing the NAVD 88 AL6154.geopotential number by the normal gravity value computed on the AL6154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6154.degrees latitude (g = 980.6199 gals.). AL6154 AL6154.The modeled gravity was interpolated from observed gravity values. AL6154 AL6154; North East Units Estimated Accuracy AL6154;SPC FL W - 466,110. 192,740. MT (+/- 180 meters Scaled) AL6154 AL6154 SUPERSEDED SURVEY CONTROL AL6154 AL6154 NGVD 29 (??/??/92) 25.057 (m) 82.21 (f) ADJ UNCH 2 0 AL6154 AL6154.Superseded values are not recommended for survey control. AL6154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6154.See file dsdata.txt to determine how the superseded data were derived. AL6154 AL6154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM949575(NAD 83) AL6154_MARKER: DB = BENCH MARK DISK AL6154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6154_STAMPING: X 54 1934 AL6154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6154+STABILITY: SURFACE MOTION AL6154 AL6154 HISTORY - Date Condition Report By AL6154 HISTORY - 1934 MONUMENTED CGS AL6154 HISTORY - 1958 GOOD NGS AL6154 HISTORY - 1960 GOOD NGS AL6154 HISTORY - 20030925 MARK NOT FOUND FL-105 AL6154 AL6154 STATION DESCRIPTION AL6154 AL6154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AL6154'2.7 MI SW FROM LINDEN. AL6154'2.7 MILES SOUTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD AL6154'FROM THE LINDEN BAPTIST CHURCH AT LINDEN, ABOUT 1.0 MILE SOUTHWEST AL6154'OF THE STATION SIGN AT TARRYTOWN, 0.2 MILE SOUTHWEST OF AL6154'MILEPOST 67, 168 FT. NORTH OF A WOODEN GATE, 77 FT. NORTHWEST AL6154'OF A FENCE CORNER, 32 FT. WEST OF THE CENTER LINE OF A TRACK AL6154'ROAD, 24 FT. NORTHWEST OF THE NORTHWEST RAIL, 37 FT. AL6154'NORTHWEST OF THE CENTER OF A TRACK ROAD CROSSING, 12 FT. NORTH AL6154'OF A TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST AL6154'WHICH PROJECTS 0.9 FT. ABOVE THE GROUND. AL6154 AL6154 STATION RECOVERY (1960) AL6154 AL6154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960 AL6154'RECOVERED IN GOOD CONDITION. AL6154 AL6154 STATION RECOVERY (2003) AL6154 AL6154'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AL6154'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AL6154'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AL6156 *********************************************************************** AL6156 DESIGNATION - Y 54 AL6156 PID - AL6156 AL6156 STATE/COUNTY- FL/SUMTER AL6156 USGS QUAD - WEBSTER (1958) AL6156 AL6156 *CURRENT SURVEY CONTROL AL6156 ___________________________________________________________________ AL6156* NAD 83(1986)- 28 34 00. (N) 082 01 00. (W) SCALED AL6156* NAVD 88 - 30.622 (meters) 100.47 (feet) ADJUSTED AL6156 ___________________________________________________________________ AL6156 GEOID HEIGHT- -26.89 (meters) GEOID99 AL6156 DYNAMIC HT - 30.578 (meters) 100.32 (feet) COMP AL6156 MODELED GRAV- 979,214.3 (mgal) NAVD 88 AL6156 AL6156 VERT ORDER - SECOND CLASS 0 AL6156 AL6156.The horizontal coordinates were scaled from a topographic map and have AL6156.an estimated accuracy of +/- 6 seconds. AL6156 AL6156.The orthometric height was determined by differential leveling AL6156.and adjusted by the National Geodetic Survey in June 1991. AL6156 AL6156.The geoid height was determined by GEOID99. AL6156 AL6156.The dynamic height is computed by dividing the NAVD 88 AL6156.geopotential number by the normal gravity value computed on the AL6156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL6156.degrees latitude (g = 980.6199 gals.). AL6156 AL6156.The modeled gravity was interpolated from observed gravity values. AL6156 AL6156; North East Units Estimated Accuracy AL6156;SPC FL W - 469,010. 198,370. MT (+/- 180 meters Scaled) AL6156 AL6156 SUPERSEDED SURVEY CONTROL AL6156 AL6156 NGVD 29 (??/??/92) 30.881 (m) 101.32 (f) ADJ UNCH 2 0 AL6156 AL6156.Superseded values are not recommended for survey control. AL6156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6156.See file dsdata.txt to determine how the superseded data were derived. AL6156 AL6156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM005603(NAD 83) AL6156_MARKER: DB = BENCH MARK DISK AL6156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6156_STAMPING: Y 54 1934 AL6156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6156+STABILITY: SURFACE MOTION AL6156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AL6156+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2003 AL6156 AL6156 HISTORY - Date Condition Report By AL6156 HISTORY - 1934 MONUMENTED CGS AL6156 HISTORY - 1958 GOOD NGS AL6156 HISTORY - 1966 GOOD NGS AL6156 HISTORY - 19980115 MARK NOT FOUND USPSQD AL6156 HISTORY - 20030925 GOOD FL-105 AL6156 AL6156 STATION DESCRIPTION AL6156 AL6156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AL6156'1.2 MI E FROM LINDEN. AL6156'1.2 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE AL6156'LINDEN BAPTIST CHURCH AT LINDEN, 0.2 MILES WEST OF MILEPOST AL6156'63, 37 FT. SOUTH OF THE SOUTH RAIL, 139 FT. SOUTH OF THE AL6156'CENTER LINE OF STATE HIGHWAY 50, 75 YARDS SOUTH OF A FARMHOUSE, AL6156'17 FT. NORTH OF A FENCE, 11.5 FT. NORTHWEST OF A 15 INCH AL6156'PINE TREE, 23 FT. WEST OF A 24 INCH OAK TREE, SET IN THE TOP OF A AL6156'CONCRETE POST WHICH PROJECTS 0.5 FT. ABOVE THE GROUND. AL6156 AL6156 STATION RECOVERY (1966) AL6156 AL6156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 AL6156'RECOVERED IN GOOD CONDITION. AL6156 AL6156 STATION RECOVERY (1998) AL6156 AL6156'RECOVERY NOTE BY US POWER SQUADRON 1998 AL6156'MARK NOT FOUND. AL6156 AL6156 STATION RECOVERY (2003) AL6156 AL6156'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AL6156'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AL6156'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK4082 *********************************************************************** AK4082 DESIGNATION - Z 54 AK4082 PID - AK4082 AK4082 STATE/COUNTY- FL/SUMTER AK4082 USGS QUAD - MASCOTTE (1969) AK4082 AK4082 *CURRENT SURVEY CONTROL AK4082 ___________________________________________________________________ AK4082* NAD 83(1986)- 28 34 39. (N) 081 58 59. (W) SCALED AK4082* NAVD 88 - 29.774 (meters) 97.68 (feet) ADJUSTED AK4082 ___________________________________________________________________ AK4082 GEOID HEIGHT- -26.94 (meters) GEOID99 AK4082 DYNAMIC HT - 29.731 (meters) 97.54 (feet) COMP AK4082 MODELED GRAV- 979,212.2 (mgal) NAVD 88 AK4082 AK4082 VERT ORDER - SECOND CLASS 0 AK4082 AK4082.The horizontal coordinates were scaled from a topographic map and have AK4082.an estimated accuracy of +/- 6 seconds. AK4082 AK4082.The orthometric height was determined by differential leveling AK4082.and adjusted by the National Geodetic Survey in June 1991. AK4082 AK4082.The geoid height was determined by GEOID99. AK4082 AK4082.The dynamic height is computed by dividing the NAVD 88 AK4082.geopotential number by the normal gravity value computed on the AK4082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK4082.degrees latitude (g = 980.6199 gals.). AK4082 AK4082.The modeled gravity was interpolated from observed gravity values. AK4082 AK4082; North East Units Estimated Accuracy AK4082;SPC FL W - 470,210. 201,660. MT (+/- 180 meters Scaled) AK4082 AK4082 SUPERSEDED SURVEY CONTROL AK4082 AK4082 NGVD 29 (??/??/92) 30.034 (m) 98.54 (f) ADJ UNCH 2 0 AK4082 AK4082.Superseded values are not recommended for survey control. AK4082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK4082.See file dsdata.txt to determine how the superseded data were derived. AK4082 AK4082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM038615(NAD 83) AK4082_MARKER: DB = BENCH MARK DISK AK4082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK4082_STAMPING: Z 54 1934 AK4082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK4082+STABILITY: SURFACE MOTION AK4082 AK4082 HISTORY - Date Condition Report By AK4082 HISTORY - 1934 MONUMENTED CGS AK4082 HISTORY - 1958 GOOD NGS AK4082 HISTORY - 1966 GOOD NGS AK4082 HISTORY - 20030925 MARK NOT FOUND FL-105 AK4082 AK4082 STATION DESCRIPTION AK4082 AK4082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AK4082'3.5 MI E FROM LINDEN. AK4082'3.5 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE AK4082'LINDEN BAPTIST CHURCH AT LINDEN, 0.4 MILE WEST OF THE CROSSING AK4082'OF THE SEABOARD AIR LINE RAILROAD, 50 YARDS NORTH OF A FARMHOUSE, AK4082'145 FT. SOUTHWEST OF MILEPOST 61, 51 FT. SOUTHEAST OF THE SOUTHEAST AK4082'RAIL, 28 FT. SOUTHEAST OF THE CENTER LINE OF AN OILED ROAD, AK4082'54 FT. SOUTH OF THE CENTER OF AN OILED ROAD CROSSING, 14.5 FT. AK4082'EAST OF A FENCE CORNER, 23 FT. WEST OF POWER POLE 75, 1.9 FT. AK4082'NORTHWEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH AK4082'PROJECTS 0.2 FT. ABOVE THE GROUND. AK4082 AK4082 STATION RECOVERY (1966) AK4082 AK4082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 AK4082'RECOVERED IN GOOD CONDITION. AK4082 AK4082 STATION RECOVERY (2003) AK4082 AK4082'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK4082'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AK4082'DEPARTMENT.