1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AK4016 *********************************************************************** AK4016 DESIGNATION - 10.55 AK4016 PID - AK4016 AK4016 STATE/COUNTY- FL/BREVARD AK4016 USGS QUAD - MELBOURNE EAST (1980) AK4016 AK4016 *CURRENT SURVEY CONTROL AK4016 ___________________________________________________________________ AK4016* NAD 83(1986)- 28 04 57. (N) 080 35 39. (W) SCALED AK4016* NAVD 88 - 2.785 (meters) 9.14 (feet) ADJUSTED AK4016 ___________________________________________________________________ AK4016 GEOID HEIGHT- -28.16 (meters) GEOID99 AK4016 DYNAMIC HT - 2.781 (meters) 9.12 (feet) COMP AK4016 MODELED GRAV- 979,176.4 (mgal) NAVD 88 AK4016 AK4016 VERT ORDER - SECOND CLASS 0 AK4016 AK4016.The horizontal coordinates were scaled from a topographic map and have AK4016.an estimated accuracy of +/- 6 seconds. AK4016 AK4016.The orthometric height was determined by differential leveling AK4016.and adjusted by the National Geodetic Survey in June 1991. AK4016 AK4016.The geoid height was determined by GEOID99. AK4016 AK4016.The dynamic height is computed by dividing the NAVD 88 AK4016.geopotential number by the normal gravity value computed on the AK4016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK4016.degrees latitude (g = 980.6199 gals.). AK4016 AK4016.The modeled gravity was interpolated from observed gravity values. AK4016 AK4016; North East Units Estimated Accuracy AK4016;SPC FL E - 415,420. 239,890. MT (+/- 180 meters Scaled) AK4016 AK4016 SUPERSEDED SURVEY CONTROL AK4016 AK4016 NGVD 29 - 3.222 (m) 10.57 (f) ADJ UNCH 2 0 AK4016 AK4016.Superseded values are not recommended for survey control. AK4016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK4016.See file dsdata.txt to determine how the superseded data were derived. AK4016 AK4016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM398064(NAD 83) AK4016_MARKER: DD = SURVEY DISK AK4016_SETTING: 36 = BRIDGE ABUTMENT AK4016_STAMPING: 10.55 AK4016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK4016 AK4016 HISTORY - Date Condition Report By AK4016 HISTORY - UNK MONUMENTED FLDT AK4016 HISTORY - 1953 GOOD NGS AK4016 HISTORY - 1971 GOOD NGS AK4016 HISTORY - 19970220 MARK NOT FOUND USPSQD AK4016 HISTORY - 19970404 MARK NOT FOUND USPSQD AK4016 HISTORY - 20030105 MARK NOT FOUND USPSQD AK4016 AK4016 STATION DESCRIPTION AK4016 AK4016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 AK4016'0.7 MI E FROM MELBOURNE. AK4016'ABOUT 0.7 MILE EAST ALONG STATE HIGHWAY 516 FROM THE FLORIDA AK4016'EAST COAST RAILWAY STATION AT MELBOURNE, IN THE TOP OF THE WEST AK4016'ABUTMENT OF BRIDGE NO. 36 OVER INDIAN RIVER, 13 1/2 FEET SOUTH AK4016'OF CENTER LINE OF HIGHWAY AND ABOUT 3/4 FOOT ABOVE LEVEL OF AK4016'HIGHWAY. NOTE-- F.E.C. RWY STATION IS GONE. AK4016 AK4016 STATION RECOVERY (1971) AK4016 AK4016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 AK4016'RECOVERED IN GOOD CONDITION. AK4016 AK4016 STATION RECOVERY (1997) AK4016 AK4016'RECOVERY NOTE BY US POWER SQUADRON 1997 AK4016'MARK NOT FOUND. AK4016 AK4016 STATION RECOVERY (1997) AK4016 AK4016'RECOVERY NOTE BY US POWER SQUADRON 1997 AK4016'MARK NOT FOUND. AK4016 AK4016 STATION RECOVERY (2003) AK4016 AK4016'RECOVERY NOTE BY US POWER SQUADRON 2003 (EGH) AK4016'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AF3446 *********************************************************************** AF3446 DESIGNATION - 872 2004 TIDAL 1 AF3446 PID - AF3446 AF3446 STATE/COUNTY- FL/BREVARD AF3446 USGS QUAD - SEBASTIAN (1970) AF3446 AF3446 *CURRENT SURVEY CONTROL AF3446 ___________________________________________________________________ AF3446* NAD 83(1986)- 27 51 39. (N) 080 26 54. (W) SCALED AF3446* NAVD 88 - 1.265 (meters) 4.15 (feet) ADJUSTED AF3446 ___________________________________________________________________ AF3446 GEOID HEIGHT- -28.01 (meters) GEOID99 AF3446 DYNAMIC HT - 1.263 (meters) 4.14 (feet) COMP AF3446 MODELED GRAV- 979,167.3 (mgal) NAVD 88 AF3446 AF3446 VERT ORDER - SECOND CLASS 0 AF3446 AF3446.The horizontal coordinates were scaled from a topographic map and have AF3446.an estimated accuracy of +/- 6 seconds. AF3446 AF3446.The orthometric height was determined by differential leveling AF3446.and adjusted by the National Geodetic Survey in June 1991. AF3446 AF3446.The geoid height was determined by GEOID99. AF3446 AF3446.The dynamic height is computed by dividing the NAVD 88 AF3446.geopotential number by the normal gravity value computed on the AF3446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF3446.degrees latitude (g = 980.6199 gals.). AF3446 AF3446.The modeled gravity was interpolated from observed gravity values. AF3446 AF3446; North East Units Estimated Accuracy AF3446;SPC FL E - 390,910. 254,330. MT (+/- 180 meters Scaled) AF3446 AF3446 SUPERSEDED SURVEY CONTROL AF3446 AF3446 NGVD 29 - 1.697 (m) 5.57 (f) ADJUSTED 2 0 AF3446 AF3446.Superseded values are not recommended for survey control. AF3446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF3446.See file dsdata.txt to determine how the superseded data were derived. AF3446 AF3446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL543819(NAD 83) AF3446_MARKER: DJ = TIDAL STATION DISK AF3446_SETTING: 30 = CONCRETE BASE AF3446_STAMPING: NO 1 1969 AF3446_MARK LOGO: CGS AF3446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AF3446 AF3446 HISTORY - Date Condition Report By AF3446 HISTORY - 1969 MONUMENTED CGS AF3446 HISTORY - 1970 GOOD NGS AF3446 HISTORY - 1971 GOOD NGS AF3446 HISTORY - 1979 GOOD FLDNR AF3446 HISTORY - 1980 GOOD FLDNR AF3446 HISTORY - 19890120 MARK NOT FOUND USPSQD AF3446 HISTORY - 19950116 MARK NOT FOUND USPSQD AF3446 HISTORY - 20030113 MARK NOT FOUND USPSQD AF3446 AF3446 STATION DESCRIPTION AF3446 AF3446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AF3446'16 MI S FROM MELBOURNE BEACH. AF3446'ABOUT 16.0 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE AF3446'POST OFFICE AT SEBASTAIN INLET, ALONG THE NORTH SIDE OF SEBASTIAN AF3446'INLET, SET ON THE TOP OF THE CONCRETE BASE OF THE 7TH PIER AF3446'SOUTH OF THE NORTH END OF THE BRIDGE OVER THE INLET, 1.2 FEET AF3446'SOUTH OF THE NORTHEAST CORNER OF BASE OF PIER AND 10.6 FEET AF3446'NORTH OF THE SOUTH EDGE OF THE CONCRETE BASE, ABOUT 1 FOOT AF3446'ABOVE THE LEVEL OF THE GROUND. SEC. 20, T30S, R39E. AF3446 AF3446 STATION RECOVERY (1971) AF3446 AF3446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 AF3446'RECOVERED IN GOOD CONDITION. AF3446 AF3446 STATION RECOVERY (1979) AF3446 AF3446'RECOVERY NOTE BY FL DEPT OF NAT RES 1979 AF3446'RECOVERED IN GOOD CONDITION. AF3446 AF3446 STATION RECOVERY (1980) AF3446 AF3446'RECOVERY NOTE BY FL DEPT OF NAT RES 1980 AF3446'RECOVERED IN GOOD CONDITION. AF3446 AF3446 STATION RECOVERY (1989) AF3446 AF3446'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG) AF3446'MARK NOT FOUND. AF3446 AF3446 STATION RECOVERY (1995) AF3446 AF3446'RECOVERY NOTE BY US POWER SQUADRON 1995 AF3446'MARK NOT FOUND. AF3446 AF3446 STATION RECOVERY (2003) AF3446 AF3446'RECOVERY NOTE BY US POWER SQUADRON 2003 (KS) AF3446'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AF3447 *********************************************************************** AF3447 TIDAL BM - This is a Tidal Bench Mark. AF3447 DESIGNATION - 872 2004 TIDAL 2 AF3447 PID - AF3447 AF3447 STATE/COUNTY- FL/BREVARD AF3447 USGS QUAD - SEBASTIAN (1970) AF3447 AF3447 *CURRENT SURVEY CONTROL AF3447 ___________________________________________________________________ AF3447* NAD 83(1986)- 27 51 40. (N) 080 26 54. (W) SCALED AF3447* NAVD 88 - 1.262 (meters) 4.14 (feet) ADJUSTED AF3447 ___________________________________________________________________ AF3447 GEOID HEIGHT- -28.01 (meters) GEOID99 AF3447 DYNAMIC HT - 1.260 (meters) 4.13 (feet) COMP AF3447 MODELED GRAV- 979,167.4 (mgal) NAVD 88 AF3447 AF3447 VERT ORDER - SECOND CLASS 0 AF3447 AF3447.The horizontal coordinates were scaled from a topographic map and have AF3447.an estimated accuracy of +/- 6 seconds. AF3447 AF3447.The orthometric height was determined by differential leveling AF3447.and adjusted by the National Geodetic Survey in June 1991. AF3447 AF3447.This Tidal Bench Mark is designated as VM 5396 AF3447.by the Center for Operational Oceanographic Products and Services. AF3447 AF3447.The geoid height was determined by GEOID99. AF3447 AF3447.The dynamic height is computed by dividing the NAVD 88 AF3447.geopotential number by the normal gravity value computed on the AF3447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF3447.degrees latitude (g = 980.6199 gals.). AF3447 AF3447.The modeled gravity was interpolated from observed gravity values. AF3447 AF3447; North East Units Estimated Accuracy AF3447;SPC FL E - 390,940. 254,330. MT (+/- 180 meters Scaled) AF3447 AF3447 SUPERSEDED SURVEY CONTROL AF3447 AF3447 NGVD 29 - 1.694 (m) 5.56 (f) ADJUSTED 2 0 AF3447 AF3447.Superseded values are not recommended for survey control. AF3447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF3447.See file dsdata.txt to determine how the superseded data were derived. AF3447 AF3447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL543819(NAD 83) AF3447_MARKER: DJ = TIDAL STATION DISK AF3447_SETTING: 38 = BRIDGE PIER AF3447_STAMPING: NO 2 1969 AF3447_MARK LOGO: CGS AF3447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF3447 AF3447 HISTORY - Date Condition Report By AF3447 HISTORY - 1969 MONUMENTED CGS AF3447 HISTORY - 1970 GOOD NGS AF3447 HISTORY - 1971 GOOD NGS AF3447 HISTORY - 1979 GOOD FLDNR AF3447 HISTORY - 1980 GOOD FLDNR AF3447 HISTORY - 1984 GOOD FLDNR AF3447 HISTORY - 1989 GOOD USPSQD AF3447 HISTORY - 20030113 GOOD USPSQD AF3447 AF3447 STATION DESCRIPTION AF3447 AF3447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AF3447'16 MI S FROM MELBOURNE BEACH. AF3447'ABOUT 16.0 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE POST AF3447'OFFICE AT MELBOURNE BEACH, ALONG THE NORTH SHORE OF SEBASTIAN AF3447'INLET, SET ON THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE AF3447'BASE FOR THE 6TH PIER SOUTH OF THE NORTH END OF THE HIGHWAY AF3447'BRIDGE OVER THE INLET, 10.5 FEET NORTH OF THE SOUTH EDGE OF THE AF3447'BASE AND 1.0 FOOT SOUTHWEST OF THE NORTHEAST CORNER OF THE BASE. AF3447'SEC. 20, T30S, R39E. AF3447 AF3447 STATION RECOVERY (1971) AF3447 AF3447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 AF3447'RECOVERED IN GOOD CONDITION. AF3447 AF3447 STATION RECOVERY (1979) AF3447 AF3447'RECOVERY NOTE BY FL DEPT OF NAT RES 1979 AF3447'RECOVERED IN GOOD CONDITION. AF3447 AF3447 STATION RECOVERY (1980) AF3447 AF3447'RECOVERY NOTE BY FL DEPT OF NAT RES 1980 AF3447'RECOVERED IN GOOD CONDITION. AF3447 AF3447 STATION RECOVERY (1984) AF3447 AF3447'RECOVERY NOTE BY FL DEPT OF NAT RES 1984 AF3447'RECOVERED IN GOOD CONDITION. AF3447 AF3447 STATION RECOVERY (1989) AF3447 AF3447'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG) AF3447'RECOVERED IN GOOD CONDITION. AF3447 AF3447 STATION RECOVERY (2003) AF3447 AF3447'RECOVERY NOTE BY US POWER SQUADRON 2003 (KS) AF3447'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AF6816 *********************************************************************** AF6816 DESIGNATION - 88 78 A 01 AF6816 PID - AF6816 AF6816 STATE/COUNTY- FL/BREVARD AF6816 USGS QUAD - SEBASTIAN NW (1992) AF6816 AF6816 *CURRENT SURVEY CONTROL AF6816 ___________________________________________________________________ AF6816* NAD 83(1999)- 27 53 09.50816(N) 080 27 42.96035(W) ADJUSTED AF6816* NAVD 88 - 3.535 (meters) 11.60 (feet) ADJUSTED AF6816 ___________________________________________________________________ AF6816 X - 934,832.393 (meters) COMP AF6816 Y - -5,563,628.176 (meters) COMP AF6816 Z - 2,965,330.878 (meters) COMP AF6816 LAPLACE CORR- -1.72 (seconds) DEFLEC99 AF6816 ELLIP HEIGHT- -24.49 (meters) (06/19/01) GPS OBS AF6816 GEOID HEIGHT- -28.03 (meters) GEOID99 AF6816 DYNAMIC HT - 3.530 (meters) 11.58 (feet) COMP AF6816 MODELED GRAV- 979,168.8 (mgal) NAVD 88 AF6816 AF6816 HORZ ORDER - FIRST AF6816 VERT ORDER - SECOND CLASS II AF6816 ELLP ORDER - FOURTH CLASS I AF6816 AF6816.The horizontal coordinates were established by GPS observations AF6816.and adjusted by the National Geodetic Survey in June 2001. AF6816 AF6816.The orthometric height was determined by differential leveling AF6816.and adjusted by the National Geodetic Survey in June 1991. AF6816 AF6816.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF6816 AF6816.The Laplace correction was computed from DEFLEC99 derived deflections. AF6816 AF6816.The ellipsoidal height was determined by GPS observations AF6816.and is referenced to NAD 83. AF6816 AF6816.The geoid height was determined by GEOID99. AF6816 AF6816.The dynamic height is computed by dividing the NAVD 88 AF6816.geopotential number by the normal gravity value computed on the AF6816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6816.degrees latitude (g = 980.6199 gals.). AF6816 AF6816.The modeled gravity was interpolated from observed gravity values. AF6816 AF6816; North East Units Scale Converg. AF6816;SPC FL E - 393,689.940 252,978.164 MT 0.99997581 +0 15 06.0 AF6816;UTM 17 - 3,084,687.596 552,960.088 MT 0.99963462 +0 15 06.0 AF6816 AF6816|---------------------------------------------------------------------| AF6816| PID Reference Object Distance Geod. Az | AF6816| dddmmss.s | AF6816| AA5831 R 207 BREV 376.887 METERS 33208 | AF6816|---------------------------------------------------------------------| AF6816 AF6816 SUPERSEDED SURVEY CONTROL AF6816 AF6816 NAD 83(1990)- 27 53 09.50748(N) 080 27 42.95969(W) AD( ) 1 AF6816 NAD 83(1990)- 27 53 09.50748(N) 080 27 42.95969(W) AD( ) 1 AF6816 ELLIP HT - -24.48 (m) (09/12/94) GP( ) 4 1 AF6816 NGVD 29 - 3.965 (m) 13.01 (f) ADJUSTED 2 2 AF6816 AF6816.Superseded values are not recommended for survey control. AF6816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6816.See file dsdata.txt to determine how the superseded data were derived. AF6816 AF6816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5296084688(NAD 83) AF6816_MARKER: DD = SURVEY DISK AF6816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6816_STAMPING: 88 78 A 01 AF6816_MARK LOGO: FLDNR AF6816_PROJECTION: RECESSED 20 CENTIMETERS AF6816_MAGNETIC: N = NO MAGNETIC MATERIAL AF6816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6816+STABILITY: SURFACE MOTION AF6816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF6816+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2003 AF6816 AF6816 HISTORY - Date Condition Report By AF6816 HISTORY - 1978 MONUMENTED FLDNR AF6816 HISTORY - 1978 GOOD USPSQD AF6816 HISTORY - 1989 GOOD USPSQD AF6816 HISTORY - 19930810 GOOD GEOBAS AF6816 HISTORY - 19940930 GOOD GCYI AF6816 HISTORY - 20020131 GOOD USPSQD AF6816 HISTORY - 20030104 GOOD USPSQD AF6816 AF6816 STATION DESCRIPTION AF6816 AF6816'DESCRIBED BY FL DEPT OF NAT RES 1978 AF6816'11.7 MI NORTH FROM WABASSO. AF6816'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6 AF6816'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 7.3 AF6816'MILES TO THE BRIDGE OVER SEBASTIAN INLET, CONTINUE NORTHWEST ON STATE AF6816'ROAD A1A FOR 1.8 MILES. IT IS 34.5 FEET EAST NORTHEAST OF THE AF6816'CENTERLINE OF THE HIGHWAY, 12.4 FEET NORTH OF THE CENTERLINE OF A DIRT AF6816'DRIVEWAY AND 9.2 FEET SOUTH OF A POWER POLE. AF6816'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA AF6816'DEPARTMENT OF TRANSPORTATION. AF6816'THE MARK IS 3 FT WSW FROM A WITNESS POST. AF6816 AF6816 STATION RECOVERY (1978) AF6816 AF6816'RECOVERY NOTE BY US POWER SQUADRON 1978 (AG) AF6816'RECOVERED IN GOOD CONDITION. AF6816 AF6816 STATION RECOVERY (1989) AF6816 AF6816'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG) AF6816'RECOVERED IN GOOD CONDITION. AF6816 AF6816 STATION RECOVERY (1993) AF6816 AF6816'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1993 AF6816'THE STATION IS LOCATED ABOUT 5 MI (8.05 KM) NORTH OF SEBASTIAN AND 5 AF6816'MI (8.05 KM) SOUTHEAST OF FLORIDANA BEACH IN THE RIGHT OF WAY OF AF6816'STATE ROAD A1A. AF6816'TO REACH THE STATION FROM THE CENTER OF THE BRIDGE OVER SEBASTIAN AF6816'INLET (THE BREVARD INDIAN RIVER COUNTY LINE) AND STATE ROAD A1A, GO AF6816'NORTHWEST ON STATE ROAD A1A, FOR 1.9 MI (3.06 KM) TO STATION ON RIGHT AF6816'BETWEEN TWO DRIVEWAYS. AF6816'STATION MARK IS A FL.D.N.R. BRASS DISK STAMPED ---88 78 A 01--- SET IN AF6816'A 9 INCH ROUND CONCRETE MONUMENT THAT IS 8 INCHES BELOW THE GROUND. AF6816'IT IS 2.7 FT (0.82 M) WEST SOUTHWEST OF A METAL WITNESS POST, 9.2 FT AF6816'(2.80 M) SOUTH OF A POWER POLE, 12.4 FT (3.78 M) NORTH OF THE CENTER AF6816'OF A DIRT ROAD AND 34.5 FT (10.52 M) EAST NORTHEAST OF CENTER OF AF6816'STATE ROAD A1A. AF6816'REFERENCES-- AF6816'REFERENCE MARK NUMBER 1 IS A FL.D.N.R. BRASS DISK STAMPED ---88 78 A AF6816'01 RM NO 1--- IN THE TOP OF A CONCRETE MONUMENT THAT IS 3 INCHES AF6816'BELOW THE GROUND FOUND ON A MAGNETIC AZIMUTH OF 0 DEGREES AT 42.69 FT AF6816'(13.01 M). IT IS 0.5 FT (0.15 M) WEST OF A METAL WITNESS POST, 49.7 AF6816'FT (15.15 M) EAS -NORTHEAST OF CENTER OF STATE ROAD A1A AND 88.0 FT AF6816'(26.82 M) NORTH OF CENTER OF A DRIVEWAY. AF6816'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST EDGE OF AF6816'PAVEMENT OF STATE ROAD A1A ON A MAGNETIC AZIMUTH OF 248 DEGREES AT AF6816'22.24 FT (6.78 M). AF6816'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST EDGE OF AF6816'PAVEMENT OF STATE ROAD A1A ON A MAGNETIC AZIMUTH OF 300 DEGREES AT AF6816'39.13 FT (11.93 M). AF6816 AF6816 STATION RECOVERY (1994) AF6816 AF6816'RECOVERY NOTE BY G.C.Y., INCORPORATED 1994 (MRL) AF6816'RECOVERED AS DESCRIBED. AF6816 AF6816 STATION RECOVERY (2002) AF6816 AF6816'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK) AF6816'RECOVERED IN GOOD CONDITION. AF6816 AF6816 STATION RECOVERY (2003) AF6816 AF6816'RECOVERY NOTE BY US POWER SQUADRON 2003 (GMA) AF6816'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AF6819 *********************************************************************** AF6819 DESIGNATION - 88 78 A 02 FLDNR AF6819 PID - AF6819 AF6819 STATE/COUNTY- FL/BREVARD AF6819 USGS QUAD - SEBASTIAN NW (1992) AF6819 AF6819 *CURRENT SURVEY CONTROL AF6819 ___________________________________________________________________ AF6819* NAD 83(1986)- 27 52 33. (N) 080 27 23. (W) SCALED AF6819* NAVD 88 - 1.026 (meters) 3.37 (feet) ADJUSTED AF6819 ___________________________________________________________________ AF6819 GEOID HEIGHT- -28.02 (meters) GEOID99 AF6819 DYNAMIC HT - 1.025 (meters) 3.36 (feet) COMP AF6819 MODELED GRAV- 979,168.2 (mgal) NAVD 88 AF6819 AF6819 VERT ORDER - SECOND CLASS II AF6819 AF6819.The horizontal coordinates were scaled from a topographic map and have AF6819.an estimated accuracy of +/- 6 seconds. AF6819 AF6819.The orthometric height was determined by differential leveling AF6819.and adjusted by the National Geodetic Survey in June 1991. AF6819 AF6819.The geoid height was determined by GEOID99. AF6819 AF6819.The dynamic height is computed by dividing the NAVD 88 AF6819.geopotential number by the normal gravity value computed on the AF6819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6819.degrees latitude (g = 980.6199 gals.). AF6819 AF6819.The modeled gravity was interpolated from observed gravity values. AF6819 AF6819; North East Units Estimated Accuracy AF6819;SPC FL E - 392,570. 253,530. MT (+/- 180 meters Scaled) AF6819 AF6819 SUPERSEDED SURVEY CONTROL AF6819 AF6819 NGVD 29 - 1.458 (m) 4.78 (f) ADJUSTED 2 2 AF6819 AF6819.Superseded values are not recommended for survey control. AF6819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6819.See file dsdata.txt to determine how the superseded data were derived. AF6819 AF6819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL535835(NAD 83) AF6819_MARKER: DD = SURVEY DISK AF6819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6819_STAMPING: 88 78 A02 AF6819_PROJECTION: RECESSED 20 CENTIMETERS AF6819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6819+STABILITY: SURFACE MOTION AF6819 AF6819 HISTORY - Date Condition Report By AF6819 HISTORY - 1978 MONUMENTED FLDT AF6819 HISTORY - 198811 MARK NOT FOUND USPSQD AF6819 HISTORY - 20030113 MARK NOT FOUND USPSQD AF6819 AF6819 STATION DESCRIPTION AF6819 AF6819'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 AF6819'10.9 MI NORTH FROM WABASSO. AF6819'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6 AF6819'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE AF6819'ROAD A1A FOR 1 MILE. IT IS 24.5 FEET EAST OF THE CENTERLINE OF THE AF6819'HIGHWAY AND 18.1 FEET WEST OF A POWERLINE BRACE POLE. AF6819'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA AF6819'DEPARTMENT OF TRANSPORTATION. AF6819 AF6819 STATION RECOVERY (1988) AF6819 AF6819'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG) AF6819'MARK NOT FOUND. AF6819 AF6819 STATION RECOVERY (2003) AF6819 AF6819'RECOVERY NOTE BY US POWER SQUADRON 2003 (KS) AF6819'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AF6820 *********************************************************************** AF6820 DESIGNATION - 88 78 A 02 RM 1 FLDNR AF6820 PID - AF6820 AF6820 STATE/COUNTY- FL/BREVARD AF6820 USGS QUAD - SEBASTIAN NW (1992) AF6820 AF6820 *CURRENT SURVEY CONTROL AF6820 ___________________________________________________________________ AF6820* NAD 83(1986)- 27 52 33. (N) 080 27 23. (W) SCALED AF6820* NAVD 88 - 0.994 (meters) 3.26 (feet) ADJUSTED AF6820 ___________________________________________________________________ AF6820 GEOID HEIGHT- -28.02 (meters) GEOID99 AF6820 DYNAMIC HT - 0.992 (meters) 3.25 (feet) COMP AF6820 MODELED GRAV- 979,168.2 (mgal) NAVD 88 AF6820 AF6820 VERT ORDER - SECOND CLASS II AF6820 AF6820.The horizontal coordinates were scaled from a topographic map and have AF6820.an estimated accuracy of +/- 6 seconds. AF6820 AF6820.The orthometric height was determined by differential leveling AF6820.and adjusted by the National Geodetic Survey in June 1991. AF6820 AF6820.The geoid height was determined by GEOID99. AF6820 AF6820.The dynamic height is computed by dividing the NAVD 88 AF6820.geopotential number by the normal gravity value computed on the AF6820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6820.degrees latitude (g = 980.6199 gals.). AF6820 AF6820.The modeled gravity was interpolated from observed gravity values. AF6820 AF6820; North East Units Estimated Accuracy AF6820;SPC FL E - 392,570. 253,530. MT (+/- 180 meters Scaled) AF6820 AF6820 SUPERSEDED SURVEY CONTROL AF6820 AF6820 NGVD 29 - 1.425 (m) 4.68 (f) ADJUSTED 2 2 AF6820 AF6820.Superseded values are not recommended for survey control. AF6820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6820.See file dsdata.txt to determine how the superseded data were derived. AF6820 AF6820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL535835(NAD 83) AF6820_MARKER: DD = SURVEY DISK AF6820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6820_STAMPING: 88 78 A02 RM NO 1 AF6820_PROJECTION: RECESSED 5 CENTIMETERS AF6820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6820+STABILITY: SURFACE MOTION AF6820 AF6820 HISTORY - Date Condition Report By AF6820 HISTORY - 1978 MONUMENTED FLDT AF6820 HISTORY - 20020131 MARK NOT FOUND USPSQD AF6820 HISTORY - 20030113 MARK NOT FOUND USPSQD AF6820 AF6820 STATION DESCRIPTION AF6820 AF6820'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 AF6820'10.9 MI NORTH FROM WABASSO. AF6820'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6 AF6820'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 7.3 AF6820'MILES TO THE BRIDGE OVER SEBASTIAN INLET, CONTINUE NORTHWEST ON STATE AF6820'ROAD A1A FOR 1 MILE. IT IS 45.8 FEET SOUTH SOUTHWEST OF A POWERLINE AF6820'BRACE POLE AND 33.2 FEET EAST OF THE CENTERLINE OF THE HIGHWAY. AF6820'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA AF6820'DEPARTMENT OF TRANSPORTATION. AF6820'THE MARK IS 1 FT W FROM A WITNESS POST. AF6820 AF6820 STATION RECOVERY (2002) AF6820 AF6820'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK) AF6820'MARK NOT FOUND. AF6820 AF6820 STATION RECOVERY (2003) AF6820 AF6820'RECOVERY NOTE BY US POWER SQUADRON 2003 (KS) AF6820'NO WITNESS POST. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AF6818 *********************************************************************** AF6818 DESIGNATION - 88 78 A 02 RM 2 FLDNR AF6818 PID - AF6818 AF6818 STATE/COUNTY- FL/BREVARD AF6818 USGS QUAD - SEBASTIAN NW (1992) AF6818 AF6818 *CURRENT SURVEY CONTROL AF6818 ___________________________________________________________________ AF6818* NAD 83(1986)- 27 52 33. (N) 080 27 23. (W) SCALED AF6818* NAVD 88 - 1.198 (meters) 3.93 (feet) ADJUSTED AF6818 ___________________________________________________________________ AF6818 GEOID HEIGHT- -28.02 (meters) GEOID99 AF6818 DYNAMIC HT - 1.196 (meters) 3.92 (feet) COMP AF6818 MODELED GRAV- 979,168.2 (mgal) NAVD 88 AF6818 AF6818 VERT ORDER - SECOND CLASS II AF6818 AF6818.The horizontal coordinates were scaled from a topographic map and have AF6818.an estimated accuracy of +/- 6 seconds. AF6818 AF6818.The orthometric height was determined by differential leveling AF6818.and adjusted by the National Geodetic Survey in June 1991. AF6818 AF6818.The geoid height was determined by GEOID99. AF6818 AF6818.The dynamic height is computed by dividing the NAVD 88 AF6818.geopotential number by the normal gravity value computed on the AF6818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6818.degrees latitude (g = 980.6199 gals.). AF6818 AF6818.The modeled gravity was interpolated from observed gravity values. AF6818 AF6818; North East Units Estimated Accuracy AF6818;SPC FL E - 392,570. 253,530. MT (+/- 180 meters Scaled) AF6818 AF6818 SUPERSEDED SURVEY CONTROL AF6818 AF6818 NGVD 29 - 1.629 (m) 5.34 (f) ADJUSTED 2 2 AF6818 AF6818.Superseded values are not recommended for survey control. AF6818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6818.See file dsdata.txt to determine how the superseded data were derived. AF6818 AF6818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL535835(NAD 83) AF6818_MARKER: DD = SURVEY DISK AF6818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6818_STAMPING: 88 78 A02 RM NO 2 AF6818_PROJECTION: RECESSED 5 CENTIMETERS AF6818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6818+STABILITY: SURFACE MOTION AF6818 AF6818 HISTORY - Date Condition Report By AF6818 HISTORY - 1978 MONUMENTED FLDT AF6818 HISTORY - 20020131 MARK NOT FOUND USPSQD AF6818 HISTORY - 20030113 MARK NOT FOUND USPSQD AF6818 AF6818 STATION DESCRIPTION AF6818 AF6818'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 AF6818'10.9 MI NORTH FROM WABASSO. AF6818'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6 AF6818'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 7.3 AF6818'MILES TO THE BRIDGE OVER SEBASTIAN INLET, CONTINUE NORTHWEST ON STATE AF6818'ROAD A1A FOR 1 MILE. IT IS 37.6 FEET NORTHWEST OF A POWERLINE BRACE AF6818'POLE AND 27.6 FEET EAST OF THE CENTERLINE OF THE HIGHWAY. AF6818'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA AF6818'DEPARTMENT OF TRANSPORTATION. AF6818'THE MARK IS 2 FT W FROM A WITNESS POST. AF6818 AF6818 STATION RECOVERY (2002) AF6818 AF6818'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK) AF6818'MARK NOT FOUND. AF6818 AF6818 STATION RECOVERY (2003) AF6818 AF6818'RECOVERY NOTE BY US POWER SQUADRON 2003 (KS) AF6818'COULD NOT FIND WITNESS POST. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AF6822 *********************************************************************** AF6822 DESIGNATION - 88 78 A 03 AF6822 PID - AF6822 AF6822 STATE/COUNTY- FL/BREVARD AF6822 USGS QUAD - SEBASTIAN (1970) AF6822 AF6822 *CURRENT SURVEY CONTROL AF6822 ___________________________________________________________________ AF6822* NAD 83(1986)- 27 51 44. (N) 080 26 58. (W) SCALED AF6822* NAVD 88 - 5.988 (meters) 19.65 (feet) ADJUSTED AF6822 ___________________________________________________________________ AF6822 GEOID HEIGHT- -28.01 (meters) GEOID99 AF6822 DYNAMIC HT - 5.979 (meters) 19.62 (feet) COMP AF6822 MODELED GRAV- 979,167.4 (mgal) NAVD 88 AF6822 AF6822 VERT ORDER - SECOND CLASS I AF6822 AF6822.The horizontal coordinates were scaled from a topographic map and have AF6822.an estimated accuracy of +/- 6 seconds. AF6822 AF6822.The orthometric height was determined by differential leveling AF6822.and adjusted by the National Geodetic Survey in September 1996. AF6822 AF6822.The geoid height was determined by GEOID99. AF6822 AF6822.The dynamic height is computed by dividing the NAVD 88 AF6822.geopotential number by the normal gravity value computed on the AF6822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6822.degrees latitude (g = 980.6199 gals.). AF6822 AF6822.The modeled gravity was interpolated from observed gravity values. AF6822 AF6822; North East Units Estimated Accuracy AF6822;SPC FL E - 391,060. 254,220. MT (+/- 180 meters Scaled) AF6822 AF6822 SUPERSEDED SURVEY CONTROL AF6822 AF6822 NGVD 29 - 6.422 (m) 21.07 (f) ADJUSTED 2 1 AF6822 AF6822.Superseded values are not recommended for survey control. AF6822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6822.See file dsdata.txt to determine how the superseded data were derived. AF6822 AF6822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL542820(NAD 83) AF6822_MARKER: DD = SURVEY DISK AF6822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6822_STAMPING: 88 78 A03 AF6822_MARK LOGO: FLDNR AF6822_PROJECTION: RECESSED 3 CENTIMETERS AF6822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6822+STABILITY: SURFACE MOTION AF6822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AF6822+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2003 AF6822 AF6822 HISTORY - Date Condition Report By AF6822 HISTORY - 1978 MONUMENTED FLDT AF6822 HISTORY - 1980 GOOD FLDNR AF6822 HISTORY - 1984 GOOD FLDNR AF6822 HISTORY - 1988 GOOD USPSQD AF6822 HISTORY - 20011220 GOOD USPSQD AF6822 HISTORY - 20030113 GOOD USPSQD AF6822 AF6822 STATION DESCRIPTION AF6822 AF6822'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978 AF6822'9.9 MI NORTH FROM WABASSO. AF6822'FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 510, ABOUT 2.6 AF6822'MILES NORTHEAST OF WABASSO, GO NORTHWEST ON STATE ROAD A1A FOR 7.3 AF6822'MILES TO THE BRIDGE OVER SEBASTIAN INLET. THE MARK IS LOCATED AT THE AF6822'NORTHWEST CORNER OF THE BRIDGE. IT IS 23.1 FEET WEST OF THE CENTERLINE AF6822'OF THE HIGHWAY, 20.1 FEET NORTHWEST OF THE NORTH CORNER OF THW WEST AF6822'CONCRETE BRIDGE RAIL AND 7.2 FEET NORTHEAST OF A LONE PINE TREE. AF6822'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA AF6822'DEPARTMENT OF TRANSPORTATION. AF6822'THE MARK IS 4 FT E FROM A WITNESS POST. AF6822 AF6822 STATION RECOVERY (1980) AF6822 AF6822'RECOVERY NOTE BY FL DEPT OF NAT RES 1980 AF6822'RECOVERED IN GOOD CONDITION. AF6822 AF6822 STATION RECOVERY (1984) AF6822 AF6822'RECOVERY NOTE BY FL DEPT OF NAT RES 1984 AF6822'RECOVERED IN GOOD CONDITION. AF6822 AF6822 STATION RECOVERY (1988) AF6822 AF6822'RECOVERY NOTE BY US POWER SQUADRON 1988 (UNK) AF6822'RECOVERED IN GOOD CONDITION. AF6822 AF6822 STATION RECOVERY (2001) AF6822 AF6822'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK) AF6822'REPEATED DGPS READING LA 27 51 73.4 N LO 80 26 97.4 W AF6822 AF6822 STATION RECOVERY (2003) AF6822 AF6822'RECOVERY NOTE BY US POWER SQUADRON 2003 (KS) AF6822'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AK6963 *********************************************************************** AK6963 DESIGNATION - B 404 AK6963 PID - AK6963 AK6963 STATE/COUNTY- FL/BREVARD AK6963 USGS QUAD - EAU GALLIE (1988) AK6963 AK6963 *CURRENT SURVEY CONTROL AK6963 ___________________________________________________________________ AK6963* NAD 83(1986)- 28 09 19. (N) 080 38 29. (W) SCALED AK6963* NAVD 88 - 6.690 (meters) 21.95 (feet) ADJUSTED AK6963 ___________________________________________________________________ AK6963 GEOID HEIGHT- -28.20 (meters) GEOID99 AK6963 DYNAMIC HT - 6.680 (meters) 21.92 (feet) COMP AK6963 MODELED GRAV- 979,181.1 (mgal) NAVD 88 AK6963 AK6963 VERT ORDER - FIRST CLASS II AK6963 AK6963.The horizontal coordinates were scaled from a topographic map and have AK6963.an estimated accuracy of +/- 6 seconds. AK6963 AK6963.The orthometric height was determined by differential leveling AK6963.and adjusted by the National Geodetic Survey in May 1994. AK6963 AK6963.The geoid height was determined by GEOID99. AK6963 AK6963.The dynamic height is computed by dividing the NAVD 88 AK6963.geopotential number by the normal gravity value computed on the AK6963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK6963.degrees latitude (g = 980.6199 gals.). AK6963 AK6963.The modeled gravity was interpolated from observed gravity values. AK6963 AK6963; North East Units Estimated Accuracy AK6963;SPC FL E - 423,470. 235,220. MT (+/- 180 meters Scaled) AK6963 AK6963 SUPERSEDED SURVEY CONTROL AK6963 AK6963 NGVD 29 - 7.121 (m) 23.36 (f) ADJUSTED 1 2 AK6963 AK6963.Superseded values are not recommended for survey control. AK6963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK6963.See file dsdata.txt to determine how the superseded data were derived. AK6963 AK6963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM352144(NAD 83) AK6963_MARKER: DV = VERTICAL CONTROL DISK AK6963_SETTING: 36 = BUILDING AK6963_STAMPING: B 404 1991 AK6963_MARK LOGO: NGS AK6963_MAGNETIC: N = NO MAGNETIC MATERIAL AK6963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK6963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK6963+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2003 AK6963 AK6963 HISTORY - Date Condition Report By AK6963 HISTORY - 1991 MONUMENTED NGS AK6963 HISTORY - 20030113 GOOD USPSQD AK6963 AK6963 STATION DESCRIPTION AK6963 AK6963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 AK6963'3.1 KM (1.9 MI) NORTHERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF AK6963'STATE HIGHWAY 518 (EAU GALLIE BOULEVARD) IN EAU GALLIE, SET AK6963'VERTICALLY IN THE EAST FACE OF THE ASCENSION CATHOLIC CHURCH, 55.0 M AK6963'(180.4 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE AK6963'HIGHWAY, 1.3 M (4.3 FT) ABOVE THE GROUND SURFACE, AND 0.2 M (0.7 FT) AK6963'SOUTH OF THE NORTHEAST CORNER OF THE BUILDING. AK6963 AK6963 STATION RECOVERY (2003) AK6963 AK6963'RECOVERY NOTE BY US POWER SQUADRON 2003 (RES) AK6963'PHOTO ATTACHED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AK5950 *********************************************************************** AK5950 DESIGNATION - BLUE 1930 AK5950 PID - AK5950 AK5950 STATE/COUNTY- FL/BREVARD AK5950 USGS QUAD - MELBOURNE EAST (1980) AK5950 AK5950 *CURRENT SURVEY CONTROL AK5950 ___________________________________________________________________ AK5950* NAD 83(1990)- 28 07 03.83475(N) 080 34 26.73220(W) ADJUSTED AK5950* NAVD 88 - 8. (meters) 26. (feet) SCALED AK5950 ___________________________________________________________________ AK5950 LAPLACE CORR- -0.70 (seconds) DEFLEC99 AK5950 GEOID HEIGHT- -28.21 (meters) GEOID99 AK5950 AK5950 HORZ ORDER - THIRD AK5950 AK5950.The horizontal coordinates were established by classical geodetic methods AK5950.and adjusted by the National Geodetic Survey in May 1991. AK5950 AK5950.The orthometric height was scaled from a topographic map. AK5950 AK5950.The Laplace correction was computed from DEFLEC99 derived deflections. AK5950 AK5950.The geoid height was determined by GEOID99. AK5950 AK5950; North East Units Scale Converg. AK5950;SPC FL E - 419,328.611 241,845.213 MT 0.99996278 +0 12 02.6 AK5950;UTM 17 - 3,110,317.519 541,830.936 MT 0.99962160 +0 12 02.6 AK5950 AK5950: Primary Azimuth Mark Grid Az AK5950:SPC FL E - INDIALANTIC HOTEL WATER TANK 170 33 43.1 AK5950:UTM 17 - INDIALANTIC HOTEL WATER TANK 170 33 43.1 AK5950 AK5950|---------------------------------------------------------------------| AK5950| PID Reference Object Distance Geod. Az | AK5950| dddmmss.s | AK5950| AK5947 INDIALANTIC HOTEL WATER TANK APPROX. 3.6 KM 1704545.7 | AK5950| AK5962 MELBOURNE EAST 1 OF 4 STACKS APPROX. 6.4 KM 2074844.7 | AK5950| AK5970 MELBOURNE MUNICIPAL TANK APPROX. 5.4 KM 2270125.0 | AK5950|---------------------------------------------------------------------| AK5950 AK5950 SUPERSEDED SURVEY CONTROL AK5950 AK5950 NAD 83(1986)- 28 07 03.84060(N) 080 34 26.74671(W) AD( ) 3 AK5950 NAD 27 - 28 07 02.79200(N) 080 34 27.55300(W) AD( ) 3 AK5950 AK5950.Superseded values are not recommended for survey control. AK5950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5950.See file dsdata.txt to determine how the superseded data were derived. AK5950 AK5950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4183110318(NAD 83) AK5950_MARKER: DS = TRIANGULATION STATION DISK AK5950_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE AK5950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AK5950 AK5950 HISTORY - Date Condition Report By AK5950 HISTORY - 1930 MONUMENTED CGS AK5950 HISTORY - 1934 MARK NOT FOUND CGS AK5950 HISTORY - 20030103 MARK NOT FOUND USPSQD AK5950 AK5950 STATION DESCRIPTION AK5950 AK5950'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (GDC) AK5950'STATION IS ON BEACH FRONT ABOUT 1.6 MILES S OF CANOVA BEACH AND AK5950'ABOUT 2 MILES N OF INDIALANTIC BEACH HOTEL TANK, AND 333 FEET AK5950'FROM E SIDE OF ROAD FROM CANOVA BEACH TO INDIALANTIC BEACH. AK5950' AK5950'SURFACE AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE AK5950'IN TOP OF TILE. AK5950' AK5950'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE. AK5950' AK5950'DISTANCES AND BEARINGS TO E SIDE OF ROAD AND BEACH BLUFF ARE AK5950'333.3 FEET S 73 DEG W AND 121.81 FEET, N 13 DEG W RESPECTIVELY. AK5950' AK5950'HEIGHT OF SIGNAL ABOVE STATION MARK - 37 FEET. AK5950 AK5950 STATION RECOVERY (1934) AK5950 AK5950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JSB) AK5950'THIS STATION HAS BEEN DESTROYED BY STORMS. AK5950' AK5950'REFERENCE MARK NO. 1 WAS FOUND. DIRECTION AND DISTANCE TO AK5950'STATION MARK INDICATED THAT THE STATION MARK HAD BEEN WASHED OUT. AK5950 AK5950 STATION RECOVERY (2003) AK5950 AK5950'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMP) AK5950'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AK5895 *********************************************************************** AK5895 DESIGNATION - ENSEY AK5895 PID - AK5895 AK5895 STATE/COUNTY- FL/BREVARD AK5895 USGS QUAD - TROPIC (1988) AK5895 AK5895 *CURRENT SURVEY CONTROL AK5895 ___________________________________________________________________ AK5895* NAD 83(1990)- 28 10 43.29479(N) 080 37 28.35458(W) ADJUSTED AK5895* NAVD 88 - 22. (meters) 72. (feet) SCALED AK5895 ___________________________________________________________________ AK5895 LAPLACE CORR- -0.33 (seconds) DEFLEC99 AK5895 GEOID HEIGHT- -28.22 (meters) GEOID99 AK5895 AK5895 HORZ ORDER - THIRD AK5895 AK5895.The horizontal coordinates were established by classical geodetic methods AK5895.and adjusted by the National Geodetic Survey in May 1991. AK5895 AK5895.The orthometric height was scaled from a topographic map. AK5895 AK5895.The Laplace correction was computed from DEFLEC99 derived deflections. AK5895 AK5895.The geoid height was determined by GEOID99. AK5895 AK5895; North East Units Scale Converg. AK5895;SPC FL E - 426,067.782 236,867.535 MT 0.99995795 +0 10 38.3 AK5895;UTM 17 - 3,117,054.391 536,854.956 MT 0.99961676 +0 10 38.3 AK5895 AK5895: Primary Azimuth Mark Grid Az AK5895:SPC FL E - DAY 234 58 11.7 AK5895:UTM 17 - DAY 234 58 11.7 AK5895 AK5895|---------------------------------------------------------------------| AK5895| PID Reference Object Distance Geod. Az | AK5895| dddmmss.s | AK5895| DE3956 ENSEY RM 1 19.795 METERS 21113 | AK5895| AK6019 DAY APPROX. 2.2 KM 2350850.0 | AK5895| DE3957 ENSEY RM 2 17.490 METERS 27629 | AK5895|---------------------------------------------------------------------| AK5895 AK5895 SUPERSEDED SURVEY CONTROL AK5895 AK5895 NAD 83(1986)- 28 10 43.30077(N) 080 37 28.36884(W) AD( ) 3 AK5895 NAD 27 - 28 10 42.25700(N) 080 37 29.17600(W) AD( ) 3 AK5895 AK5895.Superseded values are not recommended for survey control. AK5895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5895.See file dsdata.txt to determine how the superseded data were derived. AK5895 AK5895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3685517054(NAD 83) AK5895_MARKER: DS = TRIANGULATION STATION DISK AK5895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK5895 AK5895 HISTORY - Date Condition Report By AK5895 HISTORY - 1940 MONUMENTED CGS AK5895 HISTORY - 1948 GOOD CGS AK5895 HISTORY - 1952 GOOD USE AK5895 HISTORY - 1971 MARK NOT FOUND NGS AK5895 HISTORY - 20030204 MARK NOT FOUND USPSQD AK5895 AK5895 STATION DESCRIPTION AK5895 AK5895'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (FLG) AK5895'THIS STATION IS ON MERRITT ISLAND ON THE E SIDE OF THE INDIAN AK5895'RIVER, IN A SMALL CLEARING BETWEEN TWO ORANGE GROVES, AND JUST AK5895'S OF AN OLD HOUSE PAINTED GREEN. IT IS ON LAND OF MRS. GEORGE AK5895'ENSEY. STATION IS ON THE E SIDE OF THE MERRITT ISLAND ROAD, AK5895'2.2 MILES N OF THE W END OF MATHER BRIDGE ACROSS THE BANANA AK5895'RIVER. IT IS 10.3 METERS E OF CENTER LINE OF ROAD, AND 7.64 AK5895'METERS FROM THE SE CORNER OF THE GREEN HOUSE. HIGH-WATER LINE ON AK5895'INDIAN RIVER IN LINE OVER REFERENCE MARK NO. 2, AND IS AK5895'27.4 METERS FROM STATION. AK5895' AK5895'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A 12-INCH AK5895'SQUARE CONCRETE MONUMENT AND IS FLUSH WITH SURFACE OF THE GROUND. AK5895' AK5895'SUBSURFACE MARK IS A STANDARD BRONZE DISK AND SET IN A AK5895'ROUND CONCRETE MONUMENT 8 INCHES IN DIAMETER, AND 36 INCHES AK5895'BELOW THE SURFACE OF GROUND. AK5895' AK5895'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN 12-INCH AK5895'SQUARE CONCRETE MONUMENTS, 4 INCHES ABOVE SURFACE OF THE GROUND. AK5895' AK5895'REFERENCE MARK NO.1 IS SW OF STATION AND ACROSS THE ROAD. IT AK5895'IS 3.8 METERS W OF CENTER LINE OF ROAD AND 26.10 METERS FROM AK5895'SE CORNER OF GREEN HOUSE. AK5895' AK5895'REFERENCE MARK NO.2 IS NW OF STATION AND ACROSS THE ROAD, IT AK5895'IS 6.1 METERS W OF THE CENTER LINE OF ROAD AND 17.18 METERS AK5895'FROM THE SE CORNER OF GREEN HOUSE. AK5895' AK5895'A 64-FOOT STEEL TOWER WAS USED, A LINE CAN BE CLEARED AT ENSEY AK5895'AND DAY MAKING THESE VISIBLE FROM THE GROUND. AK5895 AK5895 STATION RECOVERY (1948) AK5895 AK5895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GEM) AK5895'STATION IS LOCATED ON MERRITT ISLAND NEAR THE E SHORE OF THE AK5895'INDIAN RIVER, 2.25 MILES N FROM THE W END OF MATHER BRIDGE AK5895'OVER BANANA RIVER, 10.3 METERS E OF CENTER LINE OF ROAD, AND AK5895'6.1 METERS SW OF THE SW CORNER OF A WHITE FRAME HOUSE. GREEN AK5895'HOUSE REFERRED TO IN FORMER DESCRIPTION NO LONGER EXISTS. AK5895' AK5895'STATION MARK IS A BRONZE STATION DISK, STAMPED ENSEY 1940, AK5895'SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT SET FLUSH AK5895'WITH THE GROUND. AK5895' AK5895'R.M. 1 IS A BRONZE REFERENCE DISK, STAMPED ENSEY NO 1 1940, AK5895'SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING AK5895'3 INCHES ABOVE GROUND. IT IS 19.795 METERS SW OF THE STATION AK5895'AND 3.8 METERS W OF THE CENTER LINE OF ROAD. AK5895' AK5895'R.M. 2 IS A BRONZE REFERENCE DISK, STAMPED ENSEY NO 2 1940, AK5895'SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING AK5895'4 INCHES ABOVE GROUND. IT IS 17.490 METERS NW OF STATION AND AK5895'6.1 METERS W OF CENTER LINE OF ROAD. AK5895' AK5895'ENSEY (U.S.E.) ECC. IS LOCATED ON THE E SHORE OF THE INDIAN AK5895'RIVER, ON MERRITT ISLAND, 2.25 MILES N OF THE W END OF THE AK5895'MATHER BRIDGE OVER THE BANANA RIVER. IT IS ON THE HIGH-WATER AK5895'LINE, DIRECTLY IN FRONT OF A SMALL WHITE FRAME HOUSE, 82.567 FEET AK5895'NW OF U.S.C. AND G.S. STATION ENSEY 1940, AND 25.8 FEET WNW AK5895'OF ENSEY R.M. 2. IT IS A STANDARD HARBOR SURVEY DISK, STAMPED AK5895'ENSEY ECC 1945, SET IN TOP OF A FLAT COQUINA ROCK PROJECTING AK5895'ABOUT 2 INCHES ABOVE THE SAND. AK5895 AK5895 STATION RECOVERY (1952) AK5895 AK5895'RECOVERY NOTE BY US ENGINEERS 1952 AK5895'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED AK5895'WITH THE FOLLOWING ADDITIONS AND CORRECTIONS-- AK5895' AK5895'STATION IS 13.9 MI. S OF MERRITT, ABOUT 25 FT. SW OF THE SW AK5895'CORNER OF A ONE-STORY WHITE FRAME RESIDENCE, THE PROPERTY OF AK5895'MR. J.E. MORGAN. THE GREENHOUSE, MENTIONED IN THE DESCRIPTIONS, AK5895'NO LONGER EXISTS. ELEVATION OF STATION IS 4.471 FT. AK5895' AK5895'REFERENCE MARK 1 NOW PROJECTS 4 IN. ABOVE GROUND. THE ELEVATION AK5895'OF THE MARK IS 4.351 FT. AK5895' AK5895'THE ELEVATION OF REFERENCE MARK 2 IS 4.181 FT. AK5895 AK5895 STATION RECOVERY (1971) AK5895 AK5895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WHS) AK5895'LOST. THE ONE-STORY WHITE FRAME HOUSE NO LONGER EXISTS AND THE AK5895'MARK HAS PROBABLY BEEN DESTROYED. AK5895 AK5895 STATION RECOVERY (2003) AK5895 AK5895'RECOVERY NOTE BY US POWER SQUADRON 2003 (KS) AK5895'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AK4020 *********************************************************************** AK4020 DESIGNATION - F 7=BAKER RM 2 AK4020 PID - AK4020 AK4020 STATE/COUNTY- FL/BREVARD AK4020 USGS QUAD - MELBOURNE EAST (1980) AK4020 AK4020 *CURRENT SURVEY CONTROL AK4020 ___________________________________________________________________ AK4020* NAD 83(1986)- 28 04 55. (N) 080 35 55. (W) SCALED AK4020* NAVD 88 - 1.978 (meters) 6.49 (feet) ADJUSTED AK4020 ___________________________________________________________________ AK4020 GEOID HEIGHT- -28.16 (meters) GEOID99 AK4020 DYNAMIC HT - 1.975 (meters) 6.48 (feet) COMP AK4020 MODELED GRAV- 979,176.1 (mgal) NAVD 88 AK4020 AK4020 VERT ORDER - SECOND CLASS 0 AK4020 AK4020.The horizontal coordinates were scaled from a topographic map and have AK4020.an estimated accuracy of +/- 6 seconds. AK4020 AK4020.The orthometric height was determined by differential leveling AK4020.and adjusted by the National Geodetic Survey in June 1991. AK4020 AK4020.The geoid height was determined by GEOID99. AK4020 AK4020.The dynamic height is computed by dividing the NAVD 88 AK4020.geopotential number by the normal gravity value computed on the AK4020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK4020.degrees latitude (g = 980.6199 gals.). AK4020 AK4020.The modeled gravity was interpolated from observed gravity values. AK4020 AK4020; North East Units Estimated Accuracy AK4020;SPC FL E - 415,360. 239,450. MT (+/- 180 meters Scaled) AK4020 AK4020 SUPERSEDED SURVEY CONTROL AK4020 AK4020 NGVD 29 - 2.394 (m) 7.85 (f) ADJ UNCH 2 0 AK4020 AK4020.Superseded values are not recommended for survey control. AK4020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK4020.See file dsdata.txt to determine how the superseded data were derived. AK4020 AK4020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM394063(NAD 83) AK4020_MARKER: DR = REFERENCE MARK DISK AK4020_SETTING: 36 = BRIDGE ABUTMENT AK4020_STAMPING: F 7 BM BAKER NO 2 1945 7.88 AK4020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK4020 AK4020 HISTORY - Date Condition Report By AK4020 HISTORY - 1945 MONUMENTED DOD AK4020 HISTORY - 1953 GOOD NGS AK4020 HISTORY - 1971 GOOD NGS AK4020 HISTORY - 19910425 MARK NOT FOUND USPSQD AK4020 HISTORY - 20030106 MARK NOT FOUND USPSQD AK4020 AK4020 STATION DESCRIPTION AK4020 AK4020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 AK4020'0.4 MI E FROM MELBOURNE. AK4020'ABOUT 0.35 MILE EAST ALONG STATE HIGHWAY 516 FROM THE FLORIDA AK4020'EAST COAST RAILWAY STATION AT MELBOURNE, IN THE TOP OF THE SOUTH AK4020'END OF WEST ABUTMENT OF BRIDGE NO. 35 AT THE WEST END OF INDIAN AK4020'RIVER CAUSEWAY, 20 1/2 FEET SOUTH OF CENTER LINE OF HIGHWAY AND AK4020'ABOUT 1 1/2 FEET ABOVE LEVEL OF HIGHWAY. NOTE-- F.E.C. RWY AK4020'STATION AT MELBOURNE IS GONE. AK4020 AK4020 STATION RECOVERY (1971) AK4020 AK4020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 AK4020'RECOVERED IN GOOD CONDITION. AK4020 AK4020 STATION RECOVERY (1991) AK4020 AK4020'RECOVERY NOTE BY US POWER SQUADRON 1991 (GVK) AK4020'MARK NOT FOUND. AK4020 AK4020 STATION RECOVERY (2003) AK4020 AK4020'RECOVERY NOTE BY US POWER SQUADRON 2003 (EGH) AK4020'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AK5949 *********************************************************************** AK5949 DESIGNATION - FISH AK5949 PID - AK5949 AK5949 STATE/COUNTY- FL/BREVARD AK5949 USGS QUAD - MELBOURNE EAST (1980) AK5949 AK5949 *CURRENT SURVEY CONTROL AK5949 ___________________________________________________________________ AK5949* NAD 83(1990)- 28 04 40.66061(N) 080 34 33.71710(W) ADJUSTED AK5949* NAVD 88 - 1. (meters) 3. (feet) SCALED AK5949 ___________________________________________________________________ AK5949 LAPLACE CORR- -0.94 (seconds) DEFLEC99 AK5949 GEOID HEIGHT- -28.17 (meters) GEOID99 AK5949 AK5949 HORZ ORDER - THIRD AK5949 AK5949.The horizontal coordinates were established by classical geodetic methods AK5949.and adjusted by the National Geodetic Survey in May 1991. AK5949 AK5949.The orthometric height was scaled from a topographic map. AK5949 AK5949.The Laplace correction was computed from DEFLEC99 derived deflections. AK5949 AK5949.The geoid height was determined by GEOID99. AK5949 AK5949; North East Units Scale Converg. AK5949;SPC FL E - 414,920.718 241,669.943 MT 0.99996260 +0 11 58.4 AK5949;UTM 17 - 3,105,911.130 541,655.725 MT 0.99962142 +0 11 58.4 AK5949 AK5949: Primary Azimuth Mark Grid Az AK5949:SPC FL E - FUN 154 47 32.9 AK5949:UTM 17 - FUN 154 47 32.9 AK5949 AK5949|---------------------------------------------------------------------| AK5949| PID Reference Object Distance Geod. Az | AK5949| dddmmss.s | AK5949| DE3960 FISH RM 2 04606 | AK5949| AK5974 FUN APPROX. 2.5 KM 1545931.3 | AK5949| AK5958 MELBOURNE ST POLICE RAD MAST APPROX. 2.6 KM 2273916.5 | AK5949| AK5957 MELBOURNE RADIO STA WMMB TOWER APPROX. 2.2 KM 2713421.5 | AK5949|---------------------------------------------------------------------| AK5949 AK5949 SUPERSEDED SURVEY CONTROL AK5949 AK5949 NAD 83(1986)- 28 04 40.66640(N) 080 34 33.73163(W) AD( ) 3 AK5949 NAD 27 - 28 04 39.61100(N) 080 34 34.53900(W) AD( ) 3 AK5949 AK5949.Superseded values are not recommended for survey control. AK5949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5949.See file dsdata.txt to determine how the superseded data were derived. AK5949 AK5949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4165605911(NAD 83) AK5949_MARKER: DD = SURVEY DISK AK5949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK5949 AK5949 HISTORY - Date Condition Report By AK5949 HISTORY - 1948 MONUMENTED USE AK5949 HISTORY - 1971 MARK NOT FOUND NGS AK5949 HISTORY - 20030105 MARK NOT FOUND USPSQD AK5949 AK5949 STATION DESCRIPTION AK5949 AK5949'DESCRIBED BY US ENGINEERS 1948 (GEM) AK5949'STATION IS LOCATED ABOUT 1.5 MILES ESE OF MELBOURNE, ON THE E AK5949'SHORE OF THE INDIAN RIVER, ON THE FIRST PROMINENT POINT OF LAND, AK5949'0.5 MILE S OF THE CAUSEWAY LEADING FROM MELBOURNE TO AK5949'INDIALANTIC, 46.0 FEET E OF THE HIGH-WATER LINE AT THE TIP OF AK5949'THE POINT, 48.0 FEET N OF THE HIGH-WATER LINE ON THE N, AND 46.0 AK5949'FEET N OF THE HIGH-WATER LINE ON THE S. AK5949' AK5949'STATION MARK IS A STANDARD U.S.E. CHANNEL REFERENCE-MARK DISK AK5949'SET IN TOP OF A 10- BY 12-INCH CONCRETE MONUMENT SET FLUSH WITH AK5949'THE GROUND AND IS STAMPED FISH 1945. AK5949' AK5949'R.P. 2 IS A STANDARD U.S.E. CHANNEL REFERENCE-MARK DISK SET IN AK5949'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES AK5949'ABOVE GROUND. IT IS 15.992 METERS E OF THE STATION AND IS AK5949'STAMPED FISH RP 2 1945. AK5949 AK5949 STATION RECOVERY (1971) AK5949 AK5949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WHS) AK5949'LOST. THE STATION MARK NOR REFERENCE POINT COULD BE AK5949'FOUND. PROPERTY OWNER STATES THAT FILL HAS BEEN ADDED TO THE AK5949'POINT AND BELIEVES THE MARKS TO BE COVERED. ALSO THERE ARE AK5949'OTHER CHANGES OF NATURE AT THE POINT AND THE MARKS COULD BE AK5949'WASHED OUT. AK5949 AK5949 STATION RECOVERY (2003) AK5949 AK5949'RECOVERY NOTE BY US POWER SQUADRON 2003 (EGH) AK5949'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AK5984 *********************************************************************** AK5984 DESIGNATION - MELBOURNE E MUNICIPAL TANK AK5984 PID - AK5984 AK5984 STATE/COUNTY- FL/BREVARD AK5984 USGS QUAD - MELBOURNE EAST (1980) AK5984 AK5984 *CURRENT SURVEY CONTROL AK5984 ___________________________________________________________________ AK5984* NAD 83(1990)- 28 05 04.38985(N) 080 36 52.71270(W) ADJUSTED AK5984* NAVD 88 - AK5984 ___________________________________________________________________ AK5984 LAPLACE CORR- -0.74 (seconds) DEFLEC99 AK5984 GEOID HEIGHT- -28.15 (meters) GEOID99 AK5984 AK5984 HORZ ORDER - THIRD AK5984 AK5984.The horizontal coordinates were established by classical geodetic methods AK5984.and adjusted by the National Geodetic Survey in May 1991. AK5984.No horizontal observational check was made to the station. AK5984 AK5984 AK5984.The Laplace correction was computed from DEFLEC99 derived deflections. AK5984 AK5984.The geoid height was determined by GEOID99. AK5984 AK5984; North East Units Scale Converg. AK5984;SPC FL E - 415,638.539 237,872.796 MT 0.99995887 +0 10 53.1 AK5984;UTM 17 - 3,106,628.707 537,859.874 MT 0.99961769 +0 10 53.1 AK5984 AK5984 SUPERSEDED SURVEY CONTROL AK5984 AK5984 NAD 83(1986)- 28 05 04.39573(N) 080 36 52.72754(W) AD( ) 4 AK5984 NAD 27 - 28 05 03.34410(N) 080 36 53.53486(W) AD( ) 3 AK5984 AK5984.Superseded values are not recommended for survey control. AK5984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5984.See file dsdata.txt to determine how the superseded data were derived. AK5984 AK5984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3786006629(NAD 83) AK5984_MARKER: 53 = ELEVATED TANK AK5984_SETTING: 0 = UNSPECIFIED SETTING AK5984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK5984+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2003 AK5984 AK5984 HISTORY - Date Condition Report By AK5984 HISTORY - 1960 FIRST OBSERVED CGS AK5984 HISTORY - 1967 GOOD CGS AK5984 HISTORY - 1983 GOOD NGS AK5984 HISTORY - 1983 GOOD NGS AK5984 HISTORY - 1988 GOOD USPSQD AK5984 HISTORY - 19950105 GOOD USPSQD AK5984 HISTORY - 20001018 GOOD USPSQD AK5984 HISTORY - 20030103 GOOD USPSQD AK5984 AK5984 STATION DESCRIPTION AK5984 AK5984'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ETO) AK5984'THE STATION IS LOCATED IN THE NORTHERN PART OF THE CITY OF MELBOURNE AK5984'AT THE SOUTHEAST CORNER OF THE INTERSECTION OF OAK STREET AND AK5984'HIBISCUS BLVD. IT IS A STEEL TANK WITH EIGHT LEGS AND A CENTER AK5984'PIPE. IT IS PAINTED SILVER AND HAS THE WORDING WELCOME MELBOURNE AK5984'IN BLACK AND YELLOW AROUND THE SIDES OF THE TOP OF THE TANK. THE AK5984'TANK WAS ERECTED IN 1958. ITIS APPROXIMATELY 150.0 FEET HIGH. AK5984 AK5984 STATION RECOVERY (1983) AK5984 AK5984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (EEE) AK5984'RECOVERED AS DESCRIBED IN GOOD CONDITION. AK5984' AK5984'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN MELBOURNE. AK5984 AK5984 STATION RECOVERY (1983) AK5984 AK5984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (EEE) AK5984'RECOVERED IN GOOD CONDITION. AK5984 AK5984 STATION RECOVERY (1988) AK5984 AK5984'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE) AK5984'RECOVERED IN GOOD CONDITION. AK5984 AK5984 STATION RECOVERY (1995) AK5984 AK5984'RECOVERY NOTE BY US POWER SQUADRON 1995 AK5984'RECOVERED IN GOOD CONDITION. AK5984 AK5984 STATION RECOVERY (2000) AK5984 AK5984'RECOVERY NOTE BY US POWER SQUADRON 2000 (GVK) AK5984'RECOVERED IN GOOD CONDITION. AK5984 AK5984 STATION RECOVERY (2003) AK5984 AK5984'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMP) AK5984'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AK6011 *********************************************************************** AK6011 DESIGNATION - PIERCE AK6011 PID - AK6011 AK6011 STATE/COUNTY- FL/BREVARD AK6011 USGS QUAD - EAU GALLIE (1988) AK6011 AK6011 *CURRENT SURVEY CONTROL AK6011 ___________________________________________________________________ AK6011* NAD 83(1990)- 28 11 35.39538(N) 080 37 54.72604(W) ADJUSTED AK6011* NAVD 88 - 2. (meters) 7. (feet) SCALED AK6011 ___________________________________________________________________ AK6011 LAPLACE CORR- -0.34 (seconds) DEFLEC99 AK6011 GEOID HEIGHT- -28.22 (meters) GEOID99 AK6011 AK6011 HORZ ORDER - THIRD AK6011 AK6011.The horizontal coordinates were established by classical geodetic methods AK6011.and adjusted by the National Geodetic Survey in May 1991. AK6011 AK6011.The orthometric height was scaled from a topographic map. AK6011 AK6011.The Laplace correction was computed from DEFLEC99 derived deflections. AK6011 AK6011.The geoid height was determined by GEOID99. AK6011 AK6011; North East Units Scale Converg. AK6011;SPC FL E - 427,669.367 236,143.354 MT 0.99995729 +0 10 26.1 AK6011;UTM 17 - 3,118,655.429 536,131.022 MT 0.99961611 +0 10 26.1 AK6011 AK6011: Primary Azimuth Mark Grid Az AK6011:SPC FL E - DAY 201 03 46.5 AK6011:UTM 17 - DAY 201 03 46.5 AK6011 AK6011|---------------------------------------------------------------------| AK6011| PID Reference Object Distance Geod. Az | AK6011| dddmmss.s | AK6011| CA9161 PIERCE 2 RM 3 09138 | AK6011| AK6012 PIERCE 2 6.398 METERS 09139 | AK6011| AK6020 EAU GALLIE MUNICIPAL TANK APPROX. 6.7 KM 1833043.3 | AK6011| CA9159 PIERCE RM 1 13.750 METERS 19649 | AK6011| AK6019 DAY APPROX. 3.1 KM 2011412.6 | AK6011| AK6028 CHRISTINES CHIMNEY APPROX. 2.6 KM 2743826.8 | AK6011| CA9160 PIERCE RM 2 21.570 METERS 31209 | AK6011|---------------------------------------------------------------------| AK6011 AK6011 SUPERSEDED SURVEY CONTROL AK6011 AK6011 NAD 83(1986)- 28 11 35.40141(N) 080 37 54.74027(W) AD( ) 3 AK6011 NAD 27 - 28 11 34.36000(N) 080 37 55.54800(W) AD( ) 3 AK6011 AK6011.Superseded values are not recommended for survey control. AK6011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK6011.See file dsdata.txt to determine how the superseded data were derived. AK6011 AK6011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3613118655(NAD 83) AK6011_MARKER: DS = TRIANGULATION STATION DISK AK6011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK6011 AK6011 HISTORY - Date Condition Report By AK6011 HISTORY - 1940 MONUMENTED CGS AK6011 HISTORY - 1949 SEE DESCRIPTION CGS AK6011 HISTORY - 1952 POOR USE AK6011 HISTORY - 20030204 MARK NOT FOUND USPSQD AK6011 AK6011 STATION DESCRIPTION AK6011 AK6011'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (FLG) AK6011'THIS STATION IS ON MERRITT ISLAND ON THE E SIDE OF THE INDIAN AK6011'RIVER ON LAND OF P.H. SINCLAIR. THE STATION IS 3.3 MILES N OF AK6011'THE W END OF MATHER BRIDGE ACROSS THE BANANA RIVER, AND IS AK6011'JUST S OF A WINDBREAK OF AUSTRALIAN PINE, WHICH LIES BETWEEN AK6011'TWO ORANGE GROVES AND RUNS FROM THE HIGHWAY E TOWARD THE AK6011'BANANA RIVER. THE STATION IS 4.2 METERS E OF THE CENTER LINE OF AK6011'THE ROAD, 3.67 METERS SE OF A STEEL CORNER POST IN FENCE, AND AK6011'3.0 METERS S OF THE LINE OF PINE TREES. HIGH-WATER LINE ON AK6011'INDIAN RIVER IS 16.5 METERS IN LINE OVER REFERENCE MARK NO. AK6011'1 AK6011' AK6011'SURFACE IS MARKED BY A STANDARD BRONZE DISK SET IN 12-INCH AK6011'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND. AK6011' AK6011'SUBSURFACE MARK IS STANDARD BRONZE DISK SET IN 8-INCH DIAMETER AK6011'CONCRETE MONUMENT, 36 INCHES BELOW THE SURFACE OF THE GROUND. AK6011' AK6011'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN 12-INCH AK6011'SQUARE CONCRETE MONUMENT 4 INCHES ABOVE THE SURFACE, AND IS SW AK6011'OF STATION AND ACROSS ROAD. IT IS 5.1 METERS W OF CENTER LINE AK6011'OF ROAD. AK6011' AK6011'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN A 12-INCH AK6011'SQUARE CONCRETE MONUMENT, 4 INCHES ABOVE THE SURFACE, AND IS AK6011'NW OF STATION AND ACROSS ROAD. IT IS 3.9 METERS W OF CENTER LINE AK6011'OF ROAD. AK6011 AK6011 STATION RECOVERY (1949) AK6011 AK6011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM) AK6011'SURFACE MARK REMOVED BECAUSE OF REALIGNMENT AND WIDENING OF AK6011'STATE HIGHWAY 3. REPLACED BY PIERCE 2 1949. UNDERGROUND MARK AK6011'NOT DISTURBED. TRIANGULATION STATION DISK STAMPED PIERCE 1940 AK6011'RECEIVED AT THIS OFFICE 4/29/49. AK6011 AK6011 STATION RECOVERY (1952) AK6011 AK6011'RECOVERY NOTE BY US ENGINEERS 1952 AK6011'THE STATION HAS BEEN KNOCKED OVER. THE DISK IS GONE, BUT AK6011'THE CONCRETE MARKER WAS FOUND LYING NEAR ITS POSITION. STATION AK6011'IS 12.8 MI. S OF MERRITT, AND 4.3 M. E OF THE CENTERLINE OF THE AK6011'ROAD. THE ELEVATION OF THE STATION IS 9.027 FT. AK6011' AK6011'REFERENCE MARK 1 WAS RECOVERED AS DESCRIBED. THE ELEVATION AK6011'OF THE MARK IS 7.761 FT. AK6011' AK6011'REFERENCE MARK 2 WAS RECOVERED AS DESCRIBED. THE ELEVATION AK6011'OF THE MARK IS 8.360 FT. AK6011 AK6011 STATION RECOVERY (2003) AK6011 AK6011'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS) AK6011'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AK5901 *********************************************************************** AK5901 DESIGNATION - RILEY AK5901 PID - AK5901 AK5901 STATE/COUNTY- FL/BREVARD AK5901 USGS QUAD - TROPIC (1988) AK5901 AK5901 *CURRENT SURVEY CONTROL AK5901 ___________________________________________________________________ AK5901* NAD 83(1990)- 28 09 39.18539(N) 080 36 45.56800(W) ADJUSTED AK5901* NAVD 88 - 1. (meters) 3. (feet) SCALED AK5901 ___________________________________________________________________ AK5901 LAPLACE CORR- -0.34 (seconds) DEFLEC99 AK5901 GEOID HEIGHT- -28.21 (meters) GEOID99 AK5901 AK5901 HORZ ORDER - THIRD AK5901 AK5901.The horizontal coordinates were established by classical geodetic methods AK5901.and adjusted by the National Geodetic Survey in May 1991. AK5901 AK5901.The orthometric height was scaled from a topographic map. AK5901 AK5901.The Laplace correction was computed from DEFLEC99 derived deflections. AK5901 AK5901.The geoid height was determined by GEOID99. AK5901 AK5901; North East Units Scale Converg. AK5901;SPC FL E - 424,098.001 238,040.892 MT 0.99995903 +0 10 58.1 AK5901;UTM 17 - 3,115,085.282 538,027.913 MT 0.99961785 +0 10 58.1 AK5901 AK5901: Primary Azimuth Mark Grid Az AK5901:SPC FL E - TERRY 335 25 14.1 AK5901:UTM 17 - TERRY 335 25 14.1 AK5901 AK5901|---------------------------------------------------------------------| AK5901| PID Reference Object Distance Geod. Az | AK5901| dddmmss.s | AK5901| CA9179 RILEY RM 1 12.540 METERS 15739 | AK5901| CA9180 RILEY RM 2 11.896 METERS 25058 | AK5901| AK5896 TERRY APPROX. 2.7 KM 3353612.2 | AK5901|---------------------------------------------------------------------| AK5901 AK5901 SUPERSEDED SURVEY CONTROL AK5901 AK5901 NAD 83(1986)- 28 09 39.19136(N) 080 36 45.58229(W) AD( ) 3 AK5901 NAD 27 - 28 09 38.14600(N) 080 36 46.39000(W) AD( ) 3 AK5901 AK5901.Superseded values are not recommended for survey control. AK5901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5901.See file dsdata.txt to determine how the superseded data were derived. AK5901 AK5901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3802815085(NAD 83) AK5901_MARKER: DS = TRIANGULATION STATION DISK AK5901_SETTING: 4 = IN CONCRETE IN A CLAY TILE PIPE AK5901 AK5901 HISTORY - Date Condition Report By AK5901 HISTORY - 1930 MONUMENTED CGS AK5901 HISTORY - 1940 GOOD CGS AK5901 HISTORY - 1948 GOOD CGS AK5901 HISTORY - 1952 GOOD USE AK5901 HISTORY - 1971 MARK NOT FOUND NGS AK5901 HISTORY - 20030204 MARK NOT FOUND USPSQD AK5901 AK5901 STATION DESCRIPTION AK5901 AK5901'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (GDC) AK5901'THIS STATION IS LOCATED ON THE W BANK OF BANANA RIVER ON THE AK5901'PROPERTY OF R.C. REILEY. IT IS ON THE FIRST POINT N OF MATHERS AK5901'BRIDGE ACROSS BANANA RIVER. THE STATION IS LOCATED ON VERY LOW AK5901'GROUND AND IS 3 METERS FROM THE HIGH-WATER LINE. AK5901' AK5901'STATION MARK IS A STANDARD DISK SET IN CONCRETE AT THE CENTER AK5901'OF THE TOP OF A TILE WHICH IS EMBEDDED IN THE GROUND. AK5901' AK5901'SUBSURFACE MARK IS A BLOCK OF CONCRETE 3 FEET BELOW THE GROUND AK5901'CONTAINING AT THE CENTER OF ITS UPPER SURFACE A STANDARD DISK AK5901'STATION MARK. AK5901' AK5901'REFERENCE MARKS ARE STANDARD DISKS WITH THE ARROW POINTING AK5901'TOWARD THE STATION, SET IN CONCRETE AT THE CENTER OF THE TOP OF AK5901'A TILE, WHICH IS EMBEDDED IN THE GROUND. AK5901' AK5901'HEIGHT OF SIGNAL ABOVE STATION MARK - 8.9 METERS. AK5901 AK5901 STATION RECOVERY (1940) AK5901 AK5901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (FLG) AK5901'STATION RECOVERED AS ESTABLISHED. THE STATION WAS NOT OCCUPIED AK5901'IN 1940, AND THE DISTANCES AND DIRECTIONS TO THE REFERENCE AK5901'MARKS WERE NOT CHECKED. IT IS 187 METERS NE OF STATION GIBBONS AK5901'ESTABLISHED IN 1940. AK5901' AK5901'THIS MARK IS STAMPED RILEY, AND IS CALLED REILY ON THE LIST OF AK5901'GEOGRAPHIC POSITIONS, AND REILEY ON ORIGINAL DESCRIPTION. AK5901 AK5901 STATION RECOVERY (1948) AK5901 AK5901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GEM) AK5901'STATION IS LOCATED ON THE W SHORE OF THE BANANA RIVER, ON THE AK5901'FIRST PROMINENT POINT N OF MATHERS BRIDGE OVER THE INDIAN RIVER, ON AK5901'LOW GROUND, IN MANGROVES, 30 FEET W OF THE HIGH-WATER LINE, AND 15 AK5901'FEET S OF HIGH-WATER LINE. AK5901' AK5901'STATION MARK IS A BRONZE STATION DISK, STAMPED RILEY 1930, SET AK5901'IN TOP OF TERRA COTTA PIPE FILLED WITH CEMENT PROJECTING 18 AK5901'INCHES ABOVE GROUND. AK5901' AK5901'R.M. 1 IS A BRONZE REFERENCE DISK, STAMPED 1, SET IN TOP OF A AK5901'6-INCH TERRA COTTA PIPE FILLED WITH CEMENT PROJECTING 18 INCHES AK5901'ABOVE GROUND. IT IS DIRECTLY ON THE MEAN HIGH-WATER LINE, AK5901'12.540 METERS FROM THE STATION, AND IS LOOSE. AK5901' AK5901'R.M. 2 IS A BRONZE REFERENCE DISK, STAMPED 2, SET IN TOP OF A AK5901'6-INCH TERRA COTTA PIPE FILLED WITH CEMENT PROJECTING 3 INCHES AK5901'ABOVE GROUND. IT IS 11.896 METERS W OF THE STATION. AK5901 AK5901 STATION RECOVERY (1952) AK5901 AK5901'RECOVERY NOTE BY US ENGINEERS 1952 AK5901'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED AK5901'WITH THE FOLLOWING ADDITION-- AK5901' AK5901'REFERENCE MARK 1 IS NOW IN THE WATER DUE TO EROSION AND WILL AK5901'NOT STAND LONG. AK5901 AK5901 STATION RECOVERY (1971) AK5901 AK5901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WHS) AK5901'LOST. THE POINT ON WHICH STATION WAS LOCATED HAS BEEN AK5901'BULKHEADED AND FILLED. STATION IS COVERED BY SEVERAL FEET OF AK5901'DIRT AND ROCK OR DESTROYED. AK5901 AK5901 STATION RECOVERY (2003) AK5901 AK5901'RECOVERY NOTE BY US POWER SQUADRON 2003 (RS) AK5901'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AK2989 *********************************************************************** AK2989 TIDAL BM - This is a Tidal Bench Mark. AK2989 DESIGNATION - RM 2 AK2989 PID - AK2989 AK2989 STATE/COUNTY- FL/BREVARD AK2989 USGS QUAD - TROPIC (1988) AK2989 AK2989 *CURRENT SURVEY CONTROL AK2989 ___________________________________________________________________ AK2989* NAD 83(1986)- 28 08 55. (N) 080 36 27. (W) SCALED AK2989* NAVD 88 - 2.242 (meters) 7.36 (feet) ADJUSTED AK2989 ___________________________________________________________________ AK2989 GEOID HEIGHT- -28.21 (meters) GEOID99 AK2989 DYNAMIC HT - 2.239 (meters) 7.35 (feet) COMP AK2989 MODELED GRAV- 979,182.8 (mgal) NAVD 88 AK2989 AK2989 VERT ORDER - SECOND CLASS 0 AK2989 AK2989.The horizontal coordinates were scaled from a topographic map and have AK2989.an estimated accuracy of +/- 6 seconds. AK2989 AK2989.The orthometric height was determined by differential leveling AK2989.and adjusted by the National Geodetic Survey in June 1991. AK2989 AK2989.This Tidal Bench Mark is designated as VM 5359 AK2989.by the Center for Operational Oceanographic Products and Services. AK2989 AK2989.The geoid height was determined by GEOID99. AK2989 AK2989.The dynamic height is computed by dividing the NAVD 88 AK2989.geopotential number by the normal gravity value computed on the AK2989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2989.degrees latitude (g = 980.6199 gals.). AK2989 AK2989.The modeled gravity was interpolated from observed gravity values. AK2989 AK2989; North East Units Estimated Accuracy AK2989;SPC FL E - 422,740. 238,550. MT (+/- 180 meters Scaled) AK2989 AK2989 SUPERSEDED SURVEY CONTROL AK2989 AK2989 NGVD 29 - 2.673 (m) 8.77 (f) ADJUSTED 2 0 AK2989 AK2989.Superseded values are not recommended for survey control. AK2989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2989.See file dsdata.txt to determine how the superseded data were derived. AK2989 AK2989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM385137(NAD 83) AK2989_MARKER: DD = SURVEY DISK AK2989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK2989_STAMPING: RM 2 1945 AK2989_MARK LOGO: USE AK2989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK2989+STABILITY: SURFACE MOTION AK2989 AK2989 HISTORY - Date Condition Report By AK2989 HISTORY - 1945 MONUMENTED DOD AK2989 HISTORY - 1970 GOOD NGS AK2989 HISTORY - 1971 GOOD NGS AK2989 HISTORY - 1986 GOOD FLDNR AK2989 HISTORY - 1990 GOOD USPSQD AK2989 HISTORY - 19910425 MARK NOT FOUND USPSQD AK2989 HISTORY - 20030204 MARK NOT FOUND USPSQD AK2989 AK2989 STATION DESCRIPTION AK2989 AK2989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AK2989'3.4 MI NE FROM EAU GALLIE. AK2989'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 518 FROM THE JUNCTION AK2989'OF U.S. HIGHWAY 1 AT EAU GALLIE, THENCE 1.45 MILES NORTH AND AK2989'WEST ALONG STATE HIGHWAY 3 S, ABOUT 0.5 MILE NORTH OF THE SOUTH AK2989'END OF MERRITT ISLAND, ABOUT 150 FEET NORTHWEST OF THE WEST END AK2989'OF A HIGHWAY BRIDGE ACROSS THE BANANA RIVER, 25 FEET WEST OF THE AK2989'CENTER LINE OF THE HIGHWAY, 40 FEET NORTH OF THE NORTH END OF AN AK2989'L SHAPED ONE STORY WOODEN BUILDING, 15 FEET EAST OF THE WEST AK2989'EDGE OF MERRITT ISLAND, NEAR THE EAST SHORE OF THE INDIAN RIVER, AK2989'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE AK2989'LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY. SEC. AK2989'10, T 27 S, R 37 E. AK2989 AK2989 STATION RECOVERY (1971) AK2989 AK2989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 AK2989'RECOVERED IN GOOD CONDITION. AK2989 AK2989 STATION RECOVERY (1986) AK2989 AK2989'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 AK2989'RECOVERED IN GOOD CONDITION. AK2989 AK2989 STATION RECOVERY (1990) AK2989 AK2989'RECOVERY NOTE BY US POWER SQUADRON 1990 (GVK) AK2989'RECOVERED IN GOOD CONDITION. AK2989 AK2989 STATION RECOVERY (1991) AK2989 AK2989'RECOVERY NOTE BY US POWER SQUADRON 1991 (GVK) AK2989'MARK NOT FOUND. AK2989 AK2989 STATION RECOVERY (2003) AK2989 AK2989'RECOVERY NOTE BY US POWER SQUADRON 2003 (DFF) AK2989'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AK5896 *********************************************************************** AK5896 DESIGNATION - TERRY AK5896 PID - AK5896 AK5896 STATE/COUNTY- FL/BREVARD AK5896 USGS QUAD - TROPIC (1988) AK5896 AK5896 *CURRENT SURVEY CONTROL AK5896 ___________________________________________________________________ AK5896* NAD 83(1990)- 28 11 00.43744(N) 080 37 27.15965(W) ADJUSTED AK5896* NAVD 88 - 1. (meters) 3. (feet) SCALED AK5896 ___________________________________________________________________ AK5896 LAPLACE CORR- -0.33 (seconds) DEFLEC99 AK5896 GEOID HEIGHT- -28.22 (meters) GEOID99 AK5896 AK5896 HORZ ORDER - THIRD AK5896 AK5896.The horizontal coordinates were established by classical geodetic methods AK5896.and adjusted by the National Geodetic Survey in May 1991. AK5896 AK5896.The orthometric height was scaled from a topographic map. AK5896 AK5896.The Laplace correction was computed from DEFLEC99 derived deflections. AK5896 AK5896.The geoid height was determined by GEOID99. AK5896 AK5896; North East Units Scale Converg. AK5896;SPC FL E - 426,595.577 236,898.494 MT 0.99995797 +0 10 38.9 AK5896;UTM 17 - 3,117,582.006 536,885.905 MT 0.99961679 +0 10 38.9 AK5896 AK5896: Primary Azimuth Mark Grid Az AK5896:SPC FL E - ALLIGATOR RESET 335 19 50.6 AK5896:UTM 17 - ALLIGATOR RESET 335 19 50.6 AK5896 AK5896|---------------------------------------------------------------------| AK5896| PID Reference Object Distance Geod. Az | AK5896| dddmmss.s | AK5896| CA9209 TERRY RM 2 19.615 METERS 22506 | AK5896| CA9208 TERRY RM 1 14.740 METERS 32339 | AK5896| AK6023 ALLIGATOR RESET APPROX. 6.7 KM 3353029.5 | AK5896|---------------------------------------------------------------------| AK5896 AK5896 SUPERSEDED SURVEY CONTROL AK5896 AK5896 NAD 83(1986)- 28 11 00.44332(N) 080 37 27.17372(W) AD( ) 3 AK5896 NAD 27 - 28 10 59.39900(N) 080 37 27.98400(W) AD( ) 3 AK5896 AK5896.Superseded values are not recommended for survey control. AK5896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5896.See file dsdata.txt to determine how the superseded data were derived. AK5896 AK5896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3688617582(NAD 83) AK5896_MARKER: DS = TRIANGULATION STATION DISK AK5896_SETTING: 4 = IN CONCRETE IN A CLAY TILE PIPE AK5896 AK5896 HISTORY - Date Condition Report By AK5896 HISTORY - 1930 MONUMENTED CGS AK5896 HISTORY - 1935 GOOD CGS AK5896 HISTORY - 1948 SEE DESCRIPTION CGS AK5896 HISTORY - 20030204 MARK NOT FOUND USPSQD AK5896 AK5896 STATION DESCRIPTION AK5896 AK5896'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (GDC) AK5896'STATION IS ON THE W BANK OF BANANA RIVER ON THE PROPERTY OF AK5896'E.C. TERRY. IT IS ABOUT 400 METERS E OF THE PAVED ROAD THAT RUNS AK5896'PARALLEL TO INDIAN RIVER. STATION IS LOCATED ON VERY LOW GROUND, AK5896'AND IS ONE METER FROM THE HIGH-WATER LINE. AK5896' AK5896'SURFACE AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE AK5896'IN THE TOP OF A TILE. AK5896' AK5896'UNDERGROUND MARK IS A BLOCK OF CONCRETE CONTAINING A STANDARD AK5896'BRONZE DISK. AK5896' AK5896'HEIGHT OF SIGNAL ABOVE STATION MARK - 5.5 METERS. AK5896 AK5896 STATION RECOVERY (1935) AK5896 AK5896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (KGC) AK5896'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. AK5896' AK5896'STATION MAY BE REACHED EASIEST FROM LAND AS FOLLOWS--GO S FROM AK5896'MERRITT POST OFFICE ON PAVED ROAD 13.6 MILES AND TURN E ON DIM AK5896'ROAD TOWARDS SMALL HOUSE. LEAVE TRUCK AT HOUSE AND CONTINUE AK5896'TOWARDS RIVER ON PATH. REACH RIVER AT SMALL WHARF AND GO N AK5896'ALONG RIVER BANK ABOUT 1/4 MILE TO STATION. IT IS ON THE AK5896'NORTHERLY PART OF A NOT VERY PROMINENT POINT JUTTING OUT INTO AK5896'THE BANANA RIVER. AK5896 AK5896 STATION RECOVERY (1948) AK5896 AK5896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GEM) AK5896'STATION WAS FOUND MISPLACED AND OVERTURNED 25 FEET OFFSHORE IN AK5896'ABOUT 1 FOOT OF WATER. STATION DESTROYED. AK5896' AK5896'R.M. 2 WAS NOT FOUND. AK5896' AK5896'R.M. 1 STILL EXISTS. IT IS ON THE MEAN HIGH-WATER LINE IN AK5896'POOR CONDITION. IT IS DOUBTFUL IF IT WILL REMAIN IN PLACE MANY AK5896'MORE YEARS. AK5896 AK5896 STATION RECOVERY (2003) AK5896 AK5896'RECOVERY NOTE BY US POWER SQUADRON 2003 (KS) AK5896'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AK4014 *********************************************************************** AK4014 DESIGNATION - W 229 AK4014 PID - AK4014 AK4014 STATE/COUNTY- FL/BREVARD AK4014 USGS QUAD - MELBOURNE EAST (1980) AK4014 AK4014 *CURRENT SURVEY CONTROL AK4014 ___________________________________________________________________ AK4014* NAD 83(1986)- 28 05 06. (N) 080 36 29. (W) SCALED AK4014* NAVD 88 - 6.279 (meters) 20.60 (feet) ADJUSTED AK4014 ___________________________________________________________________ AK4014 GEOID HEIGHT- -28.16 (meters) GEOID99 AK4014 DYNAMIC HT - 6.269 (meters) 20.57 (feet) COMP AK4014 MODELED GRAV- 979,175.9 (mgal) NAVD 88 AK4014 AK4014 VERT ORDER - FIRST CLASS I AK4014 AK4014.The horizontal coordinates were scaled from a topographic map and have AK4014.an estimated accuracy of +/- 6 seconds. AK4014 AK4014.The orthometric height was determined by differential leveling AK4014.and adjusted by the National Geodetic Survey in June 1991. AK4014 AK4014.The geoid height was determined by GEOID99. AK4014 AK4014.The dynamic height is computed by dividing the NAVD 88 AK4014.geopotential number by the normal gravity value computed on the AK4014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK4014.degrees latitude (g = 980.6199 gals.). AK4014 AK4014.The modeled gravity was interpolated from observed gravity values. AK4014 AK4014; North East Units Estimated Accuracy AK4014;SPC FL E - 415,690. 238,520. MT (+/- 180 meters Scaled) AK4014 AK4014 SUPERSEDED SURVEY CONTROL AK4014 AK4014 NGVD 29 - 6.704 (m) 21.99 (f) ADJ UNCH 1 1 AK4014 AK4014.Superseded values are not recommended for survey control. AK4014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK4014.See file dsdata.txt to determine how the superseded data were derived. AK4014 AK4014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM385066(NAD 83) AK4014_MARKER: DB = BENCH MARK DISK AK4014_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AK4014_STAMPING: W 229 1965 AK4014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK4014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK4014+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2003 AK4014 AK4014 HISTORY - Date Condition Report By AK4014 HISTORY - 1965 MONUMENTED CGS AK4014 HISTORY - 1977 GOOD NGS AK4014 HISTORY - 20030103 GOOD USPSQD AK4014 AK4014 STATION DESCRIPTION AK4014 AK4014'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 AK4014'AT MELBOURNE. AK4014'AT MELBOURNE, ABOUT 0.4 MILE NORTHWEST ALONG THE FLORIDA EAST AK4014'COAST RAILWAY FROM THE STATION AT MELBOURNE, AT THE SOUTHEAST CORNER AK4014'OF A LARGE CEMETERY, IN SECTION 34, R 37 E 27 S, ABOUT 0.2 MILE AK4014'NORTHWEST OF MILEPOST 194, NEAR THE CROSSING OF HIBISCUS BLVD, 56 AK4014'FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE CROSSING AND THE AK4014'WEST TRACK, 31.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE WEST AK4014'TRACK, 26 FEET NORTH OF THE CENTER LINE OF HIBISCUS BLVD, 40 FEET AK4014'NORTHEAST OF THE APPROXIMATE CENTER OF THE JUNCTION OF HIBISCUS AK4014'BLVD AND WAVERLY PLACE, 0.5 FOOT SOUTHEAST OF THE CIRCLED PORTION AK4014'OF A 1/2-FOOT HIGH CONCRETE WALL ALONG THE SOUTH SIDE OF THE AK4014'CEMETARY, 1.3 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL AK4014'WITH THE BLVD AND IS A DISK ON THE TOP OF A COPPER COATED STEEL AK4014'ROD FLUSH WITH THE GROUND AND PROTECTED BY A 4 INCH IRON PIPE AK4014'WHICH IS FLUSH WITH THE GROUND. THE ROD WAS DRIVEN TO A DEPTH AK4014'OF 80 FEET. AK4014 AK4014 STATION RECOVERY (1977) AK4014 AK4014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 AK4014'0.1 MILE WEST ALONG HIBISCUS BOULEVARD FROM ITS JUNCTION WITH U.S. AK4014'HIGHWAY 1 IN MELBOURNE, 44.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF AK4014'THE RAILROAD TRACK, 30.0 FEET NORTH OF THE CENTER OF HIBISCUS AK4014'BOULEVARD, 20.0 FEET EAST OF A CONCRETE POWER LINE POLE, 30.5 FEET AK4014'EAST OF THE CENTER OF A PROJECTED CENTERLINE OF WAVERLY PLACE, 44 AK4014'FEET NORTHEAST OF THE CENTER OF AN IRON MANHOLE COVER AT THE JUNCTION AK4014'OF HIBISCUS BOULEVARD AND WAVERLY PLACE, 1 FOOT NORTH OF CONCRETE AK4014'CURB OF HIBISCUS BOULEVARD AND UNDER CONCRETE DIVIDER CURB. AK4014 AK4014 STATION RECOVERY (2003) AK4014 AK4014'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMP) AK4014'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AK2975 *********************************************************************** AK2975 DESIGNATION - X 303 AK2975 PID - AK2975 AK2975 STATE/COUNTY- FL/BREVARD AK2975 USGS QUAD - TROPIC (1988) AK2975 AK2975 *CURRENT SURVEY CONTROL AK2975 ___________________________________________________________________ AK2975* NAD 83(1986)- 28 10 21. (N) 080 37 15. (W) SCALED AK2975* NAVD 88 - 0.759 (meters) 2.49 (feet) ADJUSTED AK2975 ___________________________________________________________________ AK2975 GEOID HEIGHT- -28.22 (meters) GEOID99 AK2975 DYNAMIC HT - 0.758 (meters) 2.49 (feet) COMP AK2975 MODELED GRAV- 979,184.9 (mgal) NAVD 88 AK2975 AK2975 VERT ORDER - SECOND CLASS 0 AK2975 AK2975.The horizontal coordinates were scaled from a topographic map and have AK2975.an estimated accuracy of +/- 6 seconds. AK2975 AK2975.The orthometric height was determined by differential leveling AK2975.and adjusted by the National Geodetic Survey in June 1991. AK2975 AK2975.The geoid height was determined by GEOID99. AK2975 AK2975.The dynamic height is computed by dividing the NAVD 88 AK2975.geopotential number by the normal gravity value computed on the AK2975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2975.degrees latitude (g = 980.6199 gals.). AK2975 AK2975.The modeled gravity was interpolated from observed gravity values. AK2975 AK2975; North East Units Estimated Accuracy AK2975;SPC FL E - 425,380. 237,230. MT (+/- 180 meters Scaled) AK2975 AK2975 SUPERSEDED SURVEY CONTROL AK2975 AK2975 NGVD 29 - 1.190 (m) 3.90 (f) ADJ UNCH 2 0 AK2975 AK2975.Superseded values are not recommended for survey control. AK2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2975.See file dsdata.txt to determine how the superseded data were derived. AK2975 AK2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM372163(NAD 83) AK2975_MARKER: DB = BENCH MARK DISK AK2975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK2975_STAMPING: X 303 1970 AK2975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK2975+STABILITY: SURFACE MOTION AK2975_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AK2975+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2003 AK2975 AK2975 HISTORY - Date Condition Report By AK2975 HISTORY - 1970 MONUMENTED NGS AK2975 HISTORY - 1971 GOOD NGS AK2975 HISTORY - 20030204 GOOD USPSQD AK2975 AK2975 STATION DESCRIPTION AK2975 AK2975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AK2975'5.3 MI NE FROM EAU GALLIE. AK2975'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 518 FROM THE JUNCTION AK2975'OF U.S. HIGHWAY 1 AT EAU GALLIE, THENCE 3.3 MILES NORTH AND AK2975'NORTHWEST ALONG STATE HIGHWAY 3 S, 21 1/2 FEET EAST OF THE AK2975'CENTER LINE OF THE HIGHWAY, 2 FEET SOUTH OF THE SOUTH FACE OF A AK2975'4-FOOT HIGH CONCRETE MONUMENT MARKED THE SCENIC DRIVE DESIGNATED AK2975'BY 1965 LEGISLATURE OF FLORIDA, 77 FEET NORTH OF POWER LINE AK2975'POLE NO. 17, 2.2 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL AK2975'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING AK2975'4 INCHES ABOVE THE LEVEL OF THE GROUND. SEC. 34, T 26 S, R 37 E. AK2975 AK2975 STATION RECOVERY (1971) AK2975 AK2975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 AK2975'RECOVERED IN GOOD CONDITION. AK2975 AK2975 STATION RECOVERY (2003) AK2975 AK2975'RECOVERY NOTE BY US POWER SQUADRON 2003 (RS) AK2975'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AK2864 *********************************************************************** AK2864 DESIGNATION - Y 303 AK2864 PID - AK2864 AK2864 STATE/COUNTY- FL/BREVARD AK2864 USGS QUAD - EAU GALLIE (1988) AK2864 AK2864 *CURRENT SURVEY CONTROL AK2864 ___________________________________________________________________ AK2864* NAD 83(1986)- 28 11 08. (N) 080 37 41. (W) SCALED AK2864* NAVD 88 - 1.216 (meters) 3.99 (feet) ADJUSTED AK2864 ___________________________________________________________________ AK2864 GEOID HEIGHT- -28.22 (meters) GEOID99 AK2864 DYNAMIC HT - 1.214 (meters) 3.98 (feet) COMP AK2864 MODELED GRAV- 979,186.2 (mgal) NAVD 88 AK2864 AK2864 VERT ORDER - SECOND CLASS 0 AK2864 AK2864.The horizontal coordinates were scaled from a topographic map and have AK2864.an estimated accuracy of +/- 6 seconds. AK2864 AK2864.The orthometric height was determined by differential leveling AK2864.and adjusted by the National Geodetic Survey in June 1991. AK2864 AK2864.The geoid height was determined by GEOID99. AK2864 AK2864.The dynamic height is computed by dividing the NAVD 88 AK2864.geopotential number by the normal gravity value computed on the AK2864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2864.degrees latitude (g = 980.6199 gals.). AK2864 AK2864.The modeled gravity was interpolated from observed gravity values. AK2864 AK2864; North East Units Estimated Accuracy AK2864;SPC FL E - 426,830. 236,520. MT (+/- 180 meters Scaled) AK2864 AK2864 SUPERSEDED SURVEY CONTROL AK2864 AK2864 NGVD 29 - 1.645 (m) 5.40 (f) ADJ UNCH 2 0 AK2864 AK2864.Superseded values are not recommended for survey control. AK2864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2864.See file dsdata.txt to determine how the superseded data were derived. AK2864 AK2864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM365178(NAD 83) AK2864_MARKER: DB = BENCH MARK DISK AK2864_SETTING: 30 = CULVERT AK2864_STAMPING: Y 303 1970 AK2864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AK2864 AK2864 HISTORY - Date Condition Report By AK2864 HISTORY - 1970 MONUMENTED NGS AK2864 HISTORY - 1971 GOOD NGS AK2864 HISTORY - 1988 MARK NOT FOUND USPSQD AK2864 HISTORY - 1990 MARK NOT FOUND USPSQD AK2864 HISTORY - 20030204 MARK NOT FOUND USPSQD AK2864 AK2864 STATION DESCRIPTION AK2864 AK2864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AK2864'6.2 MI NE FROM EAU GALLIE. AK2864'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 518 FROM THE JUNCTION AK2864'OF U.S. HIGHWAY 1 AT EAU GALLIE, THENCE 4.25 MILES NORTH AND AK2864'NORTHWEST ALONG STATE HIGHWAY 3 S, SET ON THE TOP OF THE AK2864'CENTER OF A CONCRETE CULVERT, 21 FEET WEST OF THE CENTER LINE AK2864'OF THE HIGHWAY, 23 1/2 FEET SOUTH OF A POWER LINE POLE WITH A AK2864'TRANSFORMER, 27 FEET EAST OF THE EAST BANK OF THE INDIAN RIVER, AK2864'7 1/2 FEET NORTHEAST OF A PALM TREE, 1 FOOT BELOW THE LEVEL OF AK2864'THE HIGHWAY. SEC. 33, T 26 S, R 37 E. AK2864 AK2864 STATION RECOVERY (1971) AK2864 AK2864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 AK2864'RECOVERED IN GOOD CONDITION. AK2864 AK2864 STATION RECOVERY (1988) AK2864 AK2864'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE) AK2864'MARK NOT FOUND. AK2864 AK2864 STATION RECOVERY (1990) AK2864 AK2864'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE) AK2864'MARK NOT FOUND. AK2864 AK2864 STATION RECOVERY (2003) AK2864 AK2864'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMP) AK2864'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AK2984 *********************************************************************** AK2984 TIDAL BM - This is a Tidal Bench Mark. AK2984 DESIGNATION - Z 215 AK2984 PID - AK2984 AK2984 STATE/COUNTY- FL/BREVARD AK2984 USGS QUAD - TROPIC (1988) AK2984 AK2984 *CURRENT SURVEY CONTROL AK2984 ___________________________________________________________________ AK2984* NAD 83(1986)- 28 09 08. (N) 080 36 35. (W) SCALED AK2984* NAVD 88 - 2.130 (meters) 6.99 (feet) ADJUSTED AK2984 ___________________________________________________________________ AK2984 GEOID HEIGHT- -28.21 (meters) GEOID99 AK2984 DYNAMIC HT - 2.127 (meters) 6.98 (feet) COMP AK2984 MODELED GRAV- 979,183.1 (mgal) NAVD 88 AK2984 AK2984 VERT ORDER - FIRST CLASS II AK2984 AK2984.The horizontal coordinates were scaled from a topographic map and have AK2984.an estimated accuracy of +/- 6 seconds. AK2984 AK2984.The orthometric height was determined by differential leveling AK2984.and adjusted by the National Geodetic Survey in June 1991. AK2984 AK2984.This Tidal Bench Mark is designated as VM 7467 AK2984.by the Center for Operational Oceanographic Products and Services. AK2984 AK2984.The geoid height was determined by GEOID99. AK2984 AK2984.The dynamic height is computed by dividing the NAVD 88 AK2984.geopotential number by the normal gravity value computed on the AK2984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2984.degrees latitude (g = 980.6199 gals.). AK2984 AK2984.The modeled gravity was interpolated from observed gravity values. AK2984 AK2984; North East Units Estimated Accuracy AK2984;SPC FL E - 423,140. 238,330. MT (+/- 180 meters Scaled) AK2984 AK2984 SUPERSEDED SURVEY CONTROL AK2984 AK2984 NGVD 29 - 2.562 (m) 8.41 (f) ADJ UNCH 1 2 AK2984 AK2984.Superseded values are not recommended for survey control. AK2984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2984.See file dsdata.txt to determine how the superseded data were derived. AK2984 AK2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM383141(NAD 83) AK2984_MARKER: DB = BENCH MARK DISK AK2984_SETTING: 30 = STEP AK2984_STAMPING: Z 215 1966 AK2984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AK2984 AK2984 HISTORY - Date Condition Report By AK2984 HISTORY - 1966 MONUMENTED CGS AK2984 HISTORY - 1970 GOOD NGS AK2984 HISTORY - 1971 GOOD NGS AK2984 HISTORY - 1988 MARK NOT FOUND USPSQD AK2984 HISTORY - 20030204 MARK NOT FOUND USPSQD AK2984 AK2984 STATION DESCRIPTION AK2984 AK2984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AK2984'3.8 MI NE FROM EAU GALLIE. AK2984'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 518 FROM THE JUNCTION AK2984'OF U.S. HIGHWAY 1 AT EAU GALLIE, THENCE 1.75 MILES NORTH AND AK2984'NORTHWEST ALONG STATE HIGHWAY 3 S, ABOUT 0.45 MILE NORTH OF THE AK2984'STATE HIGHWAY 3 BRIDGE OVER THE INDIAN RIVER, 23 FEET EAST OF AK2984'THE EAST BANK OF THE INDIAN RIVER, 19 FEET WEST OF THE CENTER AK2984'LINE OF THE HIGHWAY, 4 1/2 FEET NORTH OF A POWER LINE BRACE POLE, AK2984'1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A AK2984'CONCRETE STEP. SEC 10, T 27 S, R 37 E. NOTE-- MARK IS SOLID AK2984'BUT ESTABLISHED IN A POOR STRUCTURE. AK2984 AK2984 STATION RECOVERY (1971) AK2984 AK2984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 AK2984'RECOVERED IN GOOD CONDITION. AK2984 AK2984 STATION RECOVERY (1988) AK2984 AK2984'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE) AK2984'MARK NOT FOUND. AK2984 AK2984 STATION RECOVERY (2003) AK2984 AK2984'RECOVERY NOTE BY US POWER SQUADRON 2003 (RS) AK2984'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AK5011 *********************************************************************** AK5011 DESIGNATION - Z 303 AK5011 PID - AK5011 AK5011 STATE/COUNTY- FL/BREVARD AK5011 USGS QUAD - EAU GALLIE (1988) AK5011 AK5011 *CURRENT SURVEY CONTROL AK5011 ___________________________________________________________________ AK5011* NAD 83(1986)- 28 11 58. (N) 080 38 07. (W) SCALED AK5011* NAVD 88 - 1.798 (meters) 5.90 (feet) ADJUSTED AK5011 ___________________________________________________________________ AK5011 GEOID HEIGHT- -28.22 (meters) GEOID99 AK5011 DYNAMIC HT - 1.795 (meters) 5.89 (feet) COMP AK5011 MODELED GRAV- 979,187.6 (mgal) NAVD 88 AK5011 AK5011 VERT ORDER - SECOND CLASS 0 AK5011 AK5011.The horizontal coordinates were scaled from a topographic map and have AK5011.an estimated accuracy of +/- 6 seconds. AK5011 AK5011.The orthometric height was determined by differential leveling AK5011.and adjusted by the National Geodetic Survey in June 1991. AK5011 AK5011.The geoid height was determined by GEOID99. AK5011 AK5011.The dynamic height is computed by dividing the NAVD 88 AK5011.geopotential number by the normal gravity value computed on the AK5011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK5011.degrees latitude (g = 980.6199 gals.). AK5011 AK5011.The modeled gravity was interpolated from observed gravity values. AK5011 AK5011; North East Units Estimated Accuracy AK5011;SPC FL E - 428,360. 235,810. MT (+/- 180 meters Scaled) AK5011 AK5011 SUPERSEDED SURVEY CONTROL AK5011 AK5011 NGVD 29 - 2.227 (m) 7.31 (f) ADJ UNCH 2 0 AK5011 AK5011.Superseded values are not recommended for survey control. AK5011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5011.See file dsdata.txt to determine how the superseded data were derived. AK5011 AK5011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM357193(NAD 83) AK5011_MARKER: DB = BENCH MARK DISK AK5011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK5011_STAMPING: Z 303 1970 AK5011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK5011+STABILITY: SURFACE MOTION AK5011 AK5011 HISTORY - Date Condition Report By AK5011 HISTORY - 1970 MONUMENTED NGS AK5011 HISTORY - 1971 GOOD NGS AK5011 HISTORY - 1988 GOOD USPSQD AK5011 HISTORY - 19970409 MARK NOT FOUND USPSQD AK5011 HISTORY - 20030204 MARK NOT FOUND USPSQD AK5011 AK5011 STATION DESCRIPTION AK5011 AK5011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AK5011'7.3 MI NE FROM EAU GALLIE. AK5011'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 518 FROM THE JUNCTION AK5011'OF U.S. HIGHWAY 1 AT EAU GALLIE, THENCE 5.3 MILES NORTH AND AK5011'NORTHWEST ALONG STATE HIGHWAY 3 S, 23 FEET WEST OF THE CENTER AK5011'LINE OF THE HIGHWAY, 5 FEET NORTHWEST OF A POWER LINE POLE WITH AK5011'TWO GUY WIRES, 2.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT AK5011'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST AK5011'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND. SEC. 28, AK5011'T 26 S, R 37 E. AK5011 AK5011 STATION RECOVERY (1971) AK5011 AK5011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 AK5011'RECOVERED IN GOOD CONDITION. AK5011 AK5011 STATION RECOVERY (1988) AK5011 AK5011'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE) AK5011'RECOVERED IN GOOD CONDITION. AK5011 AK5011 STATION RECOVERY (1997) AK5011 AK5011'RECOVERY NOTE BY US POWER SQUADRON 1997 AK5011'MARK NOT FOUND. AK5011 AK5011 STATION RECOVERY (2003) AK5011 AK5011'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMP) AK5011'MARK NOT FOUND.