1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AK5478 *********************************************************************** AK5478 DESIGNATION - 79 78 A 16 FLDNR AK5478 PID - AK5478 AK5478 STATE/COUNTY- FL/VOLUSIA AK5478 USGS QUAD - ARIEL (1970) AK5478 AK5478 *CURRENT SURVEY CONTROL AK5478 ___________________________________________________________________ AK5478* NAD 83(1986)- 28 58 58. (N) 080 51 46. (W) SCALED AK5478* NAVD 88 - 1.531 (meters) 5.02 (feet) ADJUSTED AK5478 ___________________________________________________________________ AK5478 GEOID HEIGHT- -28.12 (meters) GEOID99 AK5478 DYNAMIC HT - 1.529 (meters) 5.02 (feet) COMP AK5478 MODELED GRAV- 979,267.9 (mgal) NAVD 88 AK5478 AK5478 VERT ORDER - SECOND CLASS II AK5478 AK5478.The horizontal coordinates were scaled from a topographic map and have AK5478.an estimated accuracy of +/- 6 seconds. AK5478 AK5478.The orthometric height was determined by differential leveling AK5478.and adjusted by the National Geodetic Survey in June 1991. AK5478 AK5478.The geoid height was determined by GEOID99. AK5478 AK5478.The dynamic height is computed by dividing the NAVD 88 AK5478.geopotential number by the normal gravity value computed on the AK5478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK5478.degrees latitude (g = 980.6199 gals.). AK5478 AK5478.The modeled gravity was interpolated from observed gravity values. AK5478 AK5478; North East Units Estimated Accuracy AK5478;SPC FL E - 515,130. 213,370. MT (+/- 180 meters Scaled) AK5478 AK5478 SUPERSEDED SURVEY CONTROL AK5478 AK5478 NGVD 29 - 1.905 (m) 6.25 (f) ADJUSTED 2 2 AK5478 AK5478.Superseded values are not recommended for survey control. AK5478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5478.See file dsdata.txt to determine how the superseded data were derived. AK5478 AK5478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN133060(NAD 83) AK5478_MARKER: DD = SURVEY DISK AK5478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK5478_STAMPING: 79 78 A16 AK5478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK5478+STABILITY: SURFACE MOTION AK5478 AK5478 HISTORY - Date Condition Report By AK5478 HISTORY - 1978 MONUMENTED FLDT AK5478 HISTORY - 20030524 MARK NOT FOUND FL-127 AK5478 AK5478 STATION DESCRIPTION AK5478 AK5478'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 AK5478'5 MI SE FROM NEW SMYRNA BEACH. AK5478'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT AK5478'NEW SMYRNA BEACH, GO EAST AND SOUTHEAST ON STATE ROAD A1A FOR 5 AK5478'MILES TO THE INTERSECTION OF SAXON DRIVE. THE MARK BEARS 95.5 FEET AK5478'NORTH OF THE CENTERLINE OF HILLSIDE DRIVE, 25.3 FEET SOUTHWEST OF AK5478'THE CENTERLINE OF SAXON DRIVE AND 17 FEET NORTHEAST OF THE CENTER- AK5478'LINE OF STATE ROAD A1A. AK5478'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY AK5478'FLORIDA DEPARTMENT OF TRANSPORTATION. AK5478 AK5478 STATION RECOVERY (2003) AK5478 AK5478'RECOVERY NOTE BY VOLUSIA COUNTY FLORIDA 2003 AK5478'STA DESCRIPTION FALLS IN PAVEMENT 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AQ1426 *********************************************************************** AQ1426 TIDAL BM - This is a Tidal Bench Mark. AQ1426 DESIGNATION - D 212 AQ1426 PID - AQ1426 AQ1426 STATE/COUNTY- FL/VOLUSIA AQ1426 USGS QUAD - NEW SMYRNA BEACH (1993) AQ1426 AQ1426 *CURRENT SURVEY CONTROL AQ1426 ___________________________________________________________________ AQ1426* NAD 83(1986)- 29 01 36. (N) 080 55 24. (W) SCALED AQ1426* NAVD 88 - 3.337 (meters) 10.95 (feet) ADJUSTED AQ1426 ___________________________________________________________________ AQ1426 GEOID HEIGHT- -28.18 (meters) GEOID99 AQ1426 DYNAMIC HT - 3.333 (meters) 10.94 (feet) COMP AQ1426 MODELED GRAV- 979,261.3 (mgal) NAVD 88 AQ1426 OBS GRAVITY - 979,260.7 (mgal) GRAV_OBS AQ1426 AQ1426 VERT ORDER - FIRST CLASS II AQ1426 AQ1426.The horizontal coordinates were scaled from a topographic map and have AQ1426.an estimated accuracy of +/- 6 seconds. AQ1426 AQ1426.The orthometric height was determined by differential leveling AQ1426.and adjusted by the National Geodetic Survey in June 1991. AQ1426 AQ1426.This Tidal Bench Mark is designated as VM 15863 AQ1426.by the Center for Operational Oceanographic Products and Services. AQ1426 AQ1426.The geoid height was determined by GEOID99. AQ1426 AQ1426.The dynamic height is computed by dividing the NAVD 88 AQ1426.geopotential number by the normal gravity value computed on the AQ1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AQ1426.degrees latitude (g = 980.6199 gals.). AQ1426 AQ1426.The modeled gravity was interpolated from observed gravity values. AQ1426.The observed gravity was obtained from relative gravimeter ties AQ1426.to the IGSN71 gravity network. AQ1426 AQ1426; North East Units Estimated Accuracy AQ1426;SPC FL E - 519,990. 207,470. MT (+/- 180 meters Scaled) AQ1426 AQ1426 SUPERSEDED SURVEY CONTROL AQ1426 AQ1426 NGVD 29 - 3.703 (m) 12.15 (f) ADJUSTED 1 2 AQ1426 AQ1426.Superseded values are not recommended for survey control. AQ1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AQ1426.See file dsdata.txt to determine how the superseded data were derived. AQ1426 AQ1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN074109(NAD 83) AQ1426_MARKER: DB = BENCH MARK DISK AQ1426_SETTING: 36 = BUILDING AQ1426_STAMPING: D 212 1963 AQ1426_MARK LOGO: CGS AQ1426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AQ1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AQ1426+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2003 AQ1426 AQ1426 HISTORY - Date Condition Report By AQ1426 HISTORY - 1963 MONUMENTED CGS AQ1426 HISTORY - 1970 GOOD NGS AQ1426 HISTORY - 1978 GOOD NGS AQ1426 HISTORY - 1984 GOOD USPSQD AQ1426 HISTORY - 1987 GOOD USPSQD AQ1426 HISTORY - 19910227 GOOD NGS AQ1426 HISTORY - 20030212 GOOD INDIV AQ1426 AQ1426 STATION DESCRIPTION AQ1426 AQ1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 AQ1426'AT NEW SMYRNA BEACH. AQ1426'AT NEW SMYRNA BEACH, NEAR THE NORTHWEST CORNER OF THE INTERSECTION AQ1426'OF SAMS AVENUE AND JULIA STREET, SET VERTICALLY IN THE EAST AQ1426'CONCRETE FACE AND NEAR THE MAIN ENTRANCE TO THE CITY HALL AQ1426'BUILDING, 25.6 FEET SOUTH OF THE CENTER OF THE DOOR AT THE MAIN AQ1426'ENTRANCE, 0.6 FOOT NORTH OF THE SOUTHEAST CORNER OF A WING OF AQ1426'THE BUILDING, AND 4 FEET ABOVE THE LEVEL OF THE GROUND. AQ1426 AQ1426 STATION RECOVERY (1970) AQ1426 AQ1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 AQ1426'RECOVERED IN GOOD CONDITION. AQ1426 AQ1426 STATION RECOVERY (1978) AQ1426 AQ1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AQ1426'RECOVERED IN GOOD CONDITION. AQ1426 AQ1426 STATION RECOVERY (1984) AQ1426 AQ1426'RECOVERY NOTE BY US POWER SQUADRON 1984 AQ1426'RECOVERED IN GOOD CONDITION. AQ1426 AQ1426 STATION RECOVERY (1987) AQ1426 AQ1426'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD) AQ1426'RECOVERED IN GOOD CONDITION. AQ1426 AQ1426 STATION RECOVERY (1991) AQ1426 AQ1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AQ1426'IN NEW SMYRNA BEACH, SET VERTICALLY IN THE EAST FACE OF THE NEW SMYRNA AQ1426'BEACH CITY HALL AT 210 SAMS AVENUE, 7.8 M (25.6 FT) SOUTH OF THE AQ1426'CENTER OF THE MAIN ENTRANCE DOOR, 1.3 M (4.3 FT) ABOVE THE GROUND AQ1426'SURFACE, AND 0.2 M (0.7 FT) NORTH OF THE SOUTHWEST CORNER OF THE AQ1426'BUILDING. AQ1426 AQ1426 STATION RECOVERY (2003) AQ1426 AQ1426'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JWG) AQ1426'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AK0543 *********************************************************************** AK0543 DESIGNATION - H 212 AK0543 PID - AK0543 AK0543 STATE/COUNTY- FL/VOLUSIA AK0543 USGS QUAD - ARIEL (1970) AK0543 AK0543 *CURRENT SURVEY CONTROL AK0543 ___________________________________________________________________ AK0543* NAD 83(1986)- 28 59 27. (N) 080 52 03. (W) SCALED AK0543* NAVD 88 - 3.831 (meters) 12.57 (feet) ADJUSTED AK0543 ___________________________________________________________________ AK0543 GEOID HEIGHT- -28.12 (meters) GEOID99 AK0543 DYNAMIC HT - 3.826 (meters) 12.55 (feet) COMP AK0543 MODELED GRAV- 979,267.8 (mgal) NAVD 88 AK0543 AK0543 VERT ORDER - FIRST CLASS II AK0543 AK0543.The horizontal coordinates were scaled from a topographic map and have AK0543.an estimated accuracy of +/- 6 seconds. AK0543 AK0543.The orthometric height was determined by differential leveling AK0543.and adjusted by the National Geodetic Survey in June 1991. AK0543 AK0543.The geoid height was determined by GEOID99. AK0543 AK0543.The dynamic height is computed by dividing the NAVD 88 AK0543.geopotential number by the normal gravity value computed on the AK0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK0543.degrees latitude (g = 980.6199 gals.). AK0543 AK0543.The modeled gravity was interpolated from observed gravity values. AK0543 AK0543; North East Units Estimated Accuracy AK0543;SPC FL E - 516,020. 212,910. MT (+/- 180 meters Scaled) AK0543 AK0543 SUPERSEDED SURVEY CONTROL AK0543 AK0543 NGVD 29 - 4.202 (m) 13.79 (f) ADJ UNCH 1 2 AK0543 AK0543.Superseded values are not recommended for survey control. AK0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK0543.See file dsdata.txt to determine how the superseded data were derived. AK0543 AK0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN129069(NAD 83) AK0543_MARKER: DB = BENCH MARK DISK AK0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK0543_STAMPING: H 212 1963 AK0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK0543+STABILITY: SURFACE MOTION AK0543 AK0543 HISTORY - Date Condition Report By AK0543 HISTORY - 1963 MONUMENTED CGS AK0543 HISTORY - 1990 MARK NOT FOUND USPSQD AK0543 HISTORY - 20030526 GOOD FL-127 AK0543 AK0543 STATION DESCRIPTION AK0543 AK0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 AK0543'1 MI SE FROM NEW SMYRNA BEACH. AK0543'ABOUT 0.95 MILE SOUTHEAST ALONG SAXON DRIVE FROM THE CORONADO AK0543'BEACH SCHOOL IN THE BEACH AREA OF NEW SMYRNA BEACH, 0.2 MILE AK0543'SOUTHEAST OF THE NEW SMYRNA BEACH CITY LIMITS, 54 1/2 FEET AK0543'NORTHEAST OF THE CENTER LINE OF SAXON DRIVE, 26 FEET SOUTH AK0543'OF THE SOUTH CORNER OF A BRICK HOME, 1 FOOT SOUTHEAST OF THE AK0543'SOUTHEAST CORNER OF A CONCRETE WALL AROUND TWO TREES, 5 FEET AK0543'ABOVE THE LEVEL OF THE DRIVE AND SET IN THE TOP OF A CONCRETE AK0543'POST FLUSH WITH THE GROUND. AK0543 AK0543 STATION RECOVERY (1990) AK0543 AK0543'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE) AK0543'MARK NOT FOUND. AK0543 AK0543 STATION RECOVERY (2003) AK0543 AK0543'RECOVERY NOTE BY VOLUSIA COUNTY FLORIDA 2003 AK0543'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AQ1434 *********************************************************************** AQ1434 DESIGNATION - M 212 AQ1434 PID - AQ1434 AQ1434 STATE/COUNTY- FL/VOLUSIA AQ1434 USGS QUAD - NEW SMYRNA BEACH (1993) AQ1434 AQ1434 *CURRENT SURVEY CONTROL AQ1434 ___________________________________________________________________ AQ1434* NAD 83(1986)- 29 01 16. (N) 080 55 57. (W) SCALED AQ1434* NAVD 88 - 1.923 (meters) 6.31 (feet) ADJUSTED AQ1434 ___________________________________________________________________ AQ1434 GEOID HEIGHT- -28.17 (meters) GEOID99 AQ1434 DYNAMIC HT - 1.920 (meters) 6.30 (feet) COMP AQ1434 MODELED GRAV- 979,260.5 (mgal) NAVD 88 AQ1434 AQ1434 VERT ORDER - FIRST CLASS II AQ1434 AQ1434.The horizontal coordinates were scaled from a topographic map and have AQ1434.an estimated accuracy of +/- 6 seconds. AQ1434 AQ1434.The orthometric height was determined by differential leveling AQ1434.and adjusted by the National Geodetic Survey in May 1994. AQ1434 AQ1434.The geoid height was determined by GEOID99. AQ1434 AQ1434.The dynamic height is computed by dividing the NAVD 88 AQ1434.geopotential number by the normal gravity value computed on the AQ1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AQ1434.degrees latitude (g = 980.6199 gals.). AQ1434 AQ1434.The modeled gravity was interpolated from observed gravity values. AQ1434 AQ1434; North East Units Estimated Accuracy AQ1434;SPC FL E - 519,370. 206,580. MT (+/- 180 meters Scaled) AQ1434 AQ1434 SUPERSEDED SURVEY CONTROL AQ1434 AQ1434 NGVD 29 - 2.286 (m) 7.50 (f) ADJUSTED 1 2 AQ1434 AQ1434.Superseded values are not recommended for survey control. AQ1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AQ1434.See file dsdata.txt to determine how the superseded data were derived. AQ1434 AQ1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN065103(NAD 83) AQ1434_MARKER: DB = BENCH MARK DISK AQ1434_SETTING: 32 = HEADWALL AQ1434_STAMPING: M 212 1963 AQ1434_MARK LOGO: CGS AQ1434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AQ1434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AQ1434+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2003 AQ1434 AQ1434 HISTORY - Date Condition Report By AQ1434 HISTORY - 1963 MONUMENTED CGS AQ1434 HISTORY - 1977 MARK NOT FOUND NGS AQ1434 HISTORY - 1978 GOOD NGS AQ1434 HISTORY - 19910227 GOOD NGS AQ1434 HISTORY - 20030212 GOOD INDIV AQ1434 AQ1434 STATION DESCRIPTION AQ1434 AQ1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 AQ1434'0.4 MI W FROM NEW SMYRNA BEACH. AQ1434'0.4 MILE WEST ALONG STATE HIGHWAY 44 FROM THE FLORIDA EAST COAST AQ1434'RAILWAY STATION AT NEW SMYRNA BEACH, SET ON THE TOP OF THE WEST AQ1434'END OF THE NORTH CONCRETE HEAD WALL OF A 25-FOOT LONG HEADWALL AQ1434'OF A 5-BY-5 FOOT BOX CULVERT UNDER THE HIGHWAY, 22.7 FEET NORTH AQ1434'OF THE CENTER LINE OF THE HIGHWAY, 0.6 FOOT EAST OF THE WEST AQ1434'END OF THE HEAD WALL, 60 YARDS WEST OF THE CENTER LINE OF MILFORD AQ1434'PLACE AND ABOUT LEVEL WITH THE HIGHWAY. AQ1434 AQ1434 STATION RECOVERY (1977) AQ1434 AQ1434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 AQ1434'MARK NOT FOUND. AQ1434 AQ1434 STATION RECOVERY (1978) AQ1434 AQ1434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AQ1434'RECOVERED IN GOOD CONDITION. AQ1434 AQ1434 STATION RECOVERY (1991) AQ1434 AQ1434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AQ1434'0.7 KM (0.4 MI) WESTERLY ALONG STATE HIGHWAY 44 BUSINESS (CANAL AQ1434'STREET) FROM THE JUNCTION OF THE FLORIDA EAST COAST RAILROAD IN NEW AQ1434'SMYRNA BEACH, IN TOP OF AND 0.2 M (0.7 FT) EAST OF THE WEST END OF AQ1434'THE NORTH CONCRETE HEADWALL OF A BOX CULVERT, 34.0 M (111.5 FT) WEST AQ1434'OF THE EXTENDED CENTERLINE OF ROBERT STREET, AND 7.1 M (23.3 FT) AQ1434'NORTH OF AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY. AQ1434 AQ1434 STATION RECOVERY (2003) AQ1434 AQ1434'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JWG) AQ1434'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AQ1148 *********************************************************************** AQ1148 DESIGNATION - P 225 AQ1148 PID - AQ1148 AQ1148 STATE/COUNTY- FL/VOLUSIA AQ1148 USGS QUAD - DAYTONA BEACH (1993) AQ1148 AQ1148 *CURRENT SURVEY CONTROL AQ1148 ___________________________________________________________________ AQ1148* NAD 83(1986)- 29 13 08. (N) 081 01 47. (W) SCALED AQ1148* NAVD 88 - 1.195 (meters) 3.92 (feet) ADJUSTED AQ1148 ___________________________________________________________________ AQ1148 GEOID HEIGHT- -28.36 (meters) GEOID99 AQ1148 DYNAMIC HT - 1.193 (meters) 3.91 (feet) COMP AQ1148 MODELED GRAV- 979,278.3 (mgal) NAVD 88 AQ1148 AQ1148 VERT ORDER - FIRST CLASS I AQ1148 AQ1148.The horizontal coordinates were scaled from a topographic map and have AQ1148.an estimated accuracy of +/- 6 seconds. AQ1148 AQ1148.The orthometric height was determined by differential leveling AQ1148.and adjusted by the National Geodetic Survey in June 1991. AQ1148 AQ1148.The geoid height was determined by GEOID99. AQ1148 AQ1148.The dynamic height is computed by dividing the NAVD 88 AQ1148.geopotential number by the normal gravity value computed on the AQ1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AQ1148.degrees latitude (g = 980.6199 gals.). AQ1148 AQ1148.The modeled gravity was interpolated from observed gravity values. AQ1148 AQ1148; North East Units Estimated Accuracy AQ1148;SPC FL E - 541,290. 197,110. MT (+/- 180 meters Scaled) AQ1148 AQ1148 SUPERSEDED SURVEY CONTROL AQ1148 AQ1148 NGVD 29 - 1.558 (m) 5.11 (f) ADJ UNCH 1 1 AQ1148 AQ1148.Superseded values are not recommended for survey control. AQ1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AQ1148.See file dsdata.txt to determine how the superseded data were derived. AQ1148 AQ1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN971322(NAD 83) AQ1148_MARKER: DB = BENCH MARK DISK AQ1148_SETTING: 30 = CONCRETE MONUMENT AQ1148_STAMPING: P 225 1964 AQ1148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AQ1148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AQ1148+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003 AQ1148 AQ1148 HISTORY - Date Condition Report By AQ1148 HISTORY - 1964 MONUMENTED CGS AQ1148 HISTORY - 1976 GOOD NGS AQ1148 HISTORY - 1977 MARK NOT FOUND NGS AQ1148 HISTORY - 1987 GOOD USPSQD AQ1148 HISTORY - 1990 GOOD USPSQD AQ1148 HISTORY - 20030609 GOOD FLDT AQ1148 AQ1148 STATION DESCRIPTION AQ1148 AQ1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AQ1148'AT DAYTONA BEACH. AQ1148'AT DAYTONA BEACH, NEAR THE EAST CORNER OF A CYCLONE FENCE AQ1148'SURROUNDING THE U.S. POST OFFICE DEPARTMENT VEHICLE MAINTENANCE AQ1148'FACILITY, 174 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION AQ1148'OF MULLALLY STREET AND SEAGRAVES STREET, 56.5 FEET SOUTH OF THE AQ1148'CENTER OF THE INTERSECTION OF SEAGRAVES AND HOBART STREET, 52 AQ1148'FEET SOUTHEAST OF THE EAST CORNER OF THE POST OFFICE GARAGE AQ1148'BUILDING, 30.8 FEET SOUTHWEST OF THE CENTER OF SEAGRAVE STREET, AQ1148'10.5 FEET SOUTHWEST OF THE EAST CORNER OF THE FENCE AROUND THE AQ1148'POST OFFICE FACILITY, 1.5 FEET SOUTHEAST OF THE FENCE, 1.5 FEET AQ1148'NORTHEAST OF A METAL WITNESS POST AND A DISK SET IN THE TOP OF AQ1148'A 12-INCH ROUND CONCRETE MONUMENT THAT IS 6-INCHES BELOW THE AQ1148'GROUND SURFACE. AQ1148 AQ1148 STATION RECOVERY (1977) AQ1148 AQ1148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 AQ1148'MARK NOT FOUND. AQ1148 AQ1148 STATION RECOVERY (1987) AQ1148 AQ1148'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD) AQ1148'RECOVERED IN GOOD CONDITION. AQ1148 AQ1148 STATION RECOVERY (1990) AQ1148 AQ1148'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD) AQ1148'RECOVERED IN GOOD CONDITION. AQ1148 AQ1148 STATION RECOVERY (2003) AQ1148 AQ1148'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2003 AQ1148'MARK IS INSIDE LIMITED ACCESS STORGE FACILITY