1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AK2717 *********************************************************************** AK2717 DESIGNATION - 10.07 AK2717 PID - AK2717 AK2717 STATE/COUNTY- FL/BREVARD AK2717 USGS QUAD - COCOA (1984) AK2717 AK2717 *CURRENT SURVEY CONTROL AK2717 ___________________________________________________________________ AK2717* NAD 83(1986)- 28 21 21. (N) 080 43 13. (W) SCALED AK2717* NAVD 88 - 2.651 (meters) 8.70 (feet) ADJUSTED AK2717 ___________________________________________________________________ AK2717 GEOID HEIGHT- -28.14 (meters) GEOID99 AK2717 DYNAMIC HT - 2.647 (meters) 8.68 (feet) COMP AK2717 MODELED GRAV- 979,205.0 (mgal) NAVD 88 AK2717 AK2717 VERT ORDER - FIRST CLASS II AK2717 AK2717.The horizontal coordinates were scaled from a topographic map and have AK2717.an estimated accuracy of +/- 6 seconds. AK2717 AK2717.The orthometric height was determined by differential leveling AK2717.and adjusted by the National Geodetic Survey in June 1991. AK2717 AK2717.The geoid height was determined by GEOID99. AK2717 AK2717.The dynamic height is computed by dividing the NAVD 88 AK2717.geopotential number by the normal gravity value computed on the AK2717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2717.degrees latitude (g = 980.6199 gals.). AK2717 AK2717.The modeled gravity was interpolated from observed gravity values. AK2717 AK2717; North East Units Estimated Accuracy AK2717;SPC FL E - 445,670. 227,420. MT (+/- 180 meters Scaled) AK2717 AK2717 SUPERSEDED SURVEY CONTROL AK2717 AK2717 NGVD 29 - 3.073 (m) 10.08 (f) ADJUSTED 1 2 AK2717 AK2717.Superseded values are not recommended for survey control. AK2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2717.See file dsdata.txt to determine how the superseded data were derived. AK2717 AK2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM274366(NAD 83) AK2717_MARKER: DD = SURVEY DISK AK2717_SETTING: 31 = CONCRETE BRIDGE WALKWAY AK2717_STAMPING: 10.07 AK2717_MARK LOGO: FLDT AK2717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AK2717 AK2717 HISTORY - Date Condition Report By AK2717 HISTORY - UNK MONUMENTED FLDT AK2717 HISTORY - 1953 GOOD NGS AK2717 HISTORY - 1959 GOOD NGS AK2717 HISTORY - 1986 GOOD FLDNR AK2717 HISTORY - 1987 GOOD USPSQD AK2717 HISTORY - 19970425 GOOD USPSQD AK2717 HISTORY - 20020414 GOOD USPSQD AK2717 HISTORY - 20030810 GOOD USPSQD AK2717 AK2717 STATION DESCRIPTION AK2717 AK2717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 AK2717'0.3 MI E FROM COCOA. AK2717'ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 520 FROM THE CITY HALL AK2717'AT COCOA, IN THE TOP OF SOUTH CURBING OVER WEST ABUTMENT OF AK2717'BRIDGE NO. 61 OVER INDIAN RIVER, 12 1/2 FEET SOUTH OF CENTER AK2717'LINE OF HIGHWAY AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY. AK2717 AK2717 STATION RECOVERY (1959) AK2717 AK2717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959 AK2717'RECOVERED IN GOOD CONDITION. AK2717 AK2717 STATION RECOVERY (1986) AK2717 AK2717'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 AK2717'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS IN AK2717'THE OLD BRIDGE, ABOUT 350 FEET SOUTH OF THE NEW BRIDGE. AK2717 AK2717 STATION RECOVERY (1987) AK2717 AK2717'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK) AK2717'RECOVERED IN GOOD CONDITION. AK2717 AK2717 STATION RECOVERY (1997) AK2717 AK2717'RECOVERY NOTE BY US POWER SQUADRON 1997 AK2717'RECOVERED IN GOOD CONDITION. AK2717 AK2717 STATION RECOVERY (2002) AK2717 AK2717'RECOVERY NOTE BY US POWER SQUADRON 2002 (GVK) AK2717'RECOVERED IN GOOD CONDITION. AK2717 AK2717 STATION RECOVERY (2003) AK2717 AK2717'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPA) AK2717'SATELLITE OBSERVATION IS QUESTIONABLE DUE TO HWY 520 BRIDGE. AK2717' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AK2718 *********************************************************************** AK2718 DESIGNATION - 10.11 AK2718 PID - AK2718 AK2718 STATE/COUNTY- FL/BREVARD AK2718 USGS QUAD - COCOA (1984) AK2718 AK2718 *CURRENT SURVEY CONTROL AK2718 ___________________________________________________________________ AK2718* NAD 83(1986)- 28 21 23. (N) 080 42 58. (W) SCALED AK2718* NAVD 88 - 2.666 (meters) 8.75 (feet) ADJUSTED AK2718 ___________________________________________________________________ AK2718 GEOID HEIGHT- -28.14 (meters) GEOID99 AK2718 DYNAMIC HT - 2.662 (meters) 8.73 (feet) COMP AK2718 MODELED GRAV- 979,205.4 (mgal) NAVD 88 AK2718 AK2718 VERT ORDER - FIRST CLASS II AK2718 AK2718.The horizontal coordinates were scaled from a topographic map and have AK2718.an estimated accuracy of +/- 6 seconds. AK2718 AK2718.The orthometric height was determined by differential leveling AK2718.and adjusted by the National Geodetic Survey in June 1991. AK2718 AK2718.The geoid height was determined by GEOID99. AK2718 AK2718.The dynamic height is computed by dividing the NAVD 88 AK2718.geopotential number by the normal gravity value computed on the AK2718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2718.degrees latitude (g = 980.6199 gals.). AK2718 AK2718.The modeled gravity was interpolated from observed gravity values. AK2718 AK2718; North East Units Estimated Accuracy AK2718;SPC FL E - 445,740. 227,830. MT (+/- 180 meters Scaled) AK2718 AK2718 SUPERSEDED SURVEY CONTROL AK2718 AK2718 NGVD 29 - 3.089 (m) 10.13 (f) ADJ UNCH 1 2 AK2718 AK2718.Superseded values are not recommended for survey control. AK2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2718.See file dsdata.txt to determine how the superseded data were derived. AK2718 AK2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM278367(NAD 83) AK2718_MARKER: DD = SURVEY DISK AK2718_SETTING: 36 = BRIDGE AK2718_STAMPING: 10.11 AK2718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK2718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK2718+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2003 AK2718 AK2718 HISTORY - Date Condition Report By AK2718 HISTORY - UNK MONUMENTED FLDT AK2718 HISTORY - 1970 GOOD NGS AK2718 HISTORY - 1971 GOOD NGS AK2718 HISTORY - 1987 POOR USPSQD AK2718 HISTORY - 19970425 POOR USPSQD AK2718 HISTORY - 20030810 GOOD USPSQD AK2718 AK2718 STATION DESCRIPTION AK2718 AK2718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AK2718'0.7 MI W FROM MERRITT ISLAND. AK2718'ABOUT 0.55 MILE WEST ALONG STATE HIGHWAY 520 FROM THE JUNCTION AK2718'OF STATE HIGHWAY 3 S AT MERRITT ISLAND, THENCE 0.15 MILE WEST AK2718'ALONG OLD HIGHWAY 520, 12.5 FEET SOUTH OF THE CENTER LINE OF AK2718'THE OLD HIGHWAY, SET ON THE TOP OF THE SOUTH CURBING OVER THE AK2718'EAST ABUTMENT OF THE OLD BRIDGE OVER THE INDIAN RIVER AND ABOUT AK2718'1/2 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR. SEC 34, T24S, R36E. AK2718'NOTE-- THE BRIDGE IS NOW ABANDONED FOR HIGHWAY TRAFFIC AND IS AK2718'USED AS A FISHING PIER ONLY. AK2718 AK2718 STATION RECOVERY (1971) AK2718 AK2718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 AK2718'RECOVERED IN GOOD CONDITION. AK2718 AK2718 STATION RECOVERY (1987) AK2718 AK2718'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK) AK2718'MARK RECOVERED IN POOR CONDITION. AK2718 AK2718 STATION RECOVERY (1997) AK2718 AK2718'RECOVERY NOTE BY US POWER SQUADRON 1997 AK2718'MARK RECOVERED IN POOR CONDITION. AK2718 AK2718 STATION RECOVERY (2003) AK2718 AK2718'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPA) AK2718'MARK IS IN GOOD CONDITION BUT STAMPING IS DIFFICULT TO READ 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AK2695 *********************************************************************** AK2695 DESIGNATION - 11.97 AK2695 PID - AK2695 AK2695 STATE/COUNTY- FL/BREVARD AK2695 USGS QUAD - COCOA (1984) AK2695 AK2695 *CURRENT SURVEY CONTROL AK2695 ___________________________________________________________________ AK2695* NAD 83(1986)- 28 21 24. (N) 080 42 31. (W) SCALED AK2695* NAVD 88 - 3.237 (meters) 10.62 (feet) ADJUSTED AK2695 ___________________________________________________________________ AK2695 GEOID HEIGHT- -28.15 (meters) GEOID99 AK2695 DYNAMIC HT - 3.232 (meters) 10.60 (feet) COMP AK2695 MODELED GRAV- 979,206.0 (mgal) NAVD 88 AK2695 AK2695 VERT ORDER - FIRST CLASS II AK2695 AK2695.The horizontal coordinates were scaled from a topographic map and have AK2695.an estimated accuracy of +/- 6 seconds. AK2695 AK2695.The orthometric height was determined by differential leveling AK2695.and adjusted by the National Geodetic Survey in June 1991. AK2695 AK2695.The geoid height was determined by GEOID99. AK2695 AK2695.The dynamic height is computed by dividing the NAVD 88 AK2695.geopotential number by the normal gravity value computed on the AK2695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2695.degrees latitude (g = 980.6199 gals.). AK2695 AK2695.The modeled gravity was interpolated from observed gravity values. AK2695 AK2695; North East Units Estimated Accuracy AK2695;SPC FL E - 445,770. 228,570. MT (+/- 180 meters Scaled) AK2695 AK2695 SUPERSEDED SURVEY CONTROL AK2695 AK2695 NGVD 29 - 3.658 (m) 12.00 (f) ADJ UNCH 1 2 AK2695 AK2695.Superseded values are not recommended for survey control. AK2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2695.See file dsdata.txt to determine how the superseded data were derived. AK2695 AK2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM285367(NAD 83) AK2695_MARKER: DD = SURVEY DISK AK2695_SETTING: 38 = BRIDGE ABUTMENT AK2695_STAMPING: 11.97 AK2695_MARK LOGO: FLDT AK2695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK2695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AK2695+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1991 AK2695 AK2695 HISTORY - Date Condition Report By AK2695 HISTORY - UNK MONUMENTED FLDT AK2695 HISTORY - 1970 GOOD NGS AK2695 HISTORY - 1971 GOOD NGS AK2695 HISTORY - 1987 GOOD USPSQD AK2695 HISTORY - 1990 GOOD USPSQD AK2695 HISTORY - 19910213 GOOD NGS AK2695 HISTORY - 19970425 GOOD USPSQD AK2695 HISTORY - 20030810 GOOD USPSQD AK2695 AK2695 STATION DESCRIPTION AK2695 AK2695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AK2695'0.6 MI W FROM MERRITT ISLAND. AK2695'ABOUT 0.55 MILE WEST ALONG STATE HIGHWAY 520 FROM THE JUNCTION AK2695'OF STATE HIGHWAY 3 S AT MERRITT ISLAND, SET ON THE TOP OF THE AK2695'EAST END OF THE WEST GUARDRAIL OF THE FIRST BRIDGE EAST OF THE AK2695'LARGE BRIDGE OVER THE INDIAN RIVER, 17.0 FEET NORTH OF THE AK2695'CENTER LINE OF THE HIGHWAY AND 3.6 FEET ABOVE THE BRIDGE AK2695'SIDEWALK. SEC 34, T 24 S, R 36 E. NOTE-- BM IS AT E END OF N AK2695'GUARD RAIL-- 32.4 FT. N OF CENTERLINE OF ROAD, 3.35 FT. ABOVE AK2695'BRIDGE SIDEWALK. AK2695 AK2695 STATION RECOVERY (1971) AK2695 AK2695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 AK2695'RECOVERED IN GOOD CONDITION. AK2695 AK2695 STATION RECOVERY (1987) AK2695 AK2695'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK) AK2695'RECOVERED IN GOOD CONDITION. AK2695 AK2695 STATION RECOVERY (1990) AK2695 AK2695'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE) AK2695'RECOVERED IN GOOD CONDITION. AK2695 AK2695 STATION RECOVERY (1991) AK2695 AK2695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AK2695'2.3 KM (1.4 MI) EASTERLY ALONG STATE HIGHWAY 520 (KING STREET) FROM AK2695'THE JUNCTION OF U.S. HIGHWAY 1 IN COCOA, IN TOP AND 0.2 M (0.7 FT) AK2695'SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT PARAPET OF THE AK2695'HIGHWAY BRIDGE SPANNING THE EAST BRANCH OF THE INDIAN RIVER, 5.2 M AK2695'(17.1 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE AK2695'HIGHWAY, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY. AK2695 AK2695 STATION RECOVERY (1997) AK2695 AK2695'RECOVERY NOTE BY US POWER SQUADRON 1997 AK2695'RECOVERED IN GOOD CONDITION. AK2695 AK2695 STATION RECOVERY (2003) AK2695 AK2695'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPA) AK2695'SATELLITE OBSERVATION IS QUESTIONABLE DUE TO THE HWY 520 BRIDGE 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AK7487 *********************************************************************** AK7487 DESIGNATION - 19 18 AZIMUTH NO 2 AK7487 PID - AK7487 AK7487 STATE/COUNTY- FL/BREVARD AK7487 USGS QUAD - COURTENAY (1976) AK7487 AK7487 *CURRENT SURVEY CONTROL AK7487 ___________________________________________________________________ AK7487* NAD 83(1999)- 28 25 29.89421(N) 080 39 41.01260(W) ADJUSTED AK7487* NAVD 88 - 0.7 (meters) 2. (feet) GPS OBS AK7487 ___________________________________________________________________ AK7487 X - 910,884.518 (meters) COMP AK7487 Y - -5,539,034.226 (meters) COMP AK7487 Z - 3,017,993.542 (meters) COMP AK7487 LAPLACE CORR- -0.59 (seconds) DEFLEC99 AK7487 ELLIP HEIGHT- -27.46 (meters) (06/11/02) GPS OBS AK7487 GEOID HEIGHT- -28.13 (meters) GEOID99 AK7487 AK7487 HORZ ORDER - FIRST AK7487 ELLP ORDER - FOURTH CLASS I AK7487 AK7487.The horizontal coordinates were established by GPS observations AK7487.and adjusted by the National Geodetic Survey in June 2002. AK7487 AK7487.The orthometric height was determined by GPS observations and a AK7487.high-resolution geoid model. AK7487 AK7487.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7487 AK7487.The Laplace correction was computed from DEFLEC99 derived deflections. AK7487 AK7487.The ellipsoidal height was determined by GPS observations AK7487.and is referenced to NAD 83. AK7487 AK7487.The geoid height was determined by GEOID99. AK7487 AK7487; North East Units Scale Converg. AK7487;SPC FL E - 453,349.346 233,172.653 MT 0.99995475 +0 09 40.3 AK7487;UTM 17 - 3,144,326.647 533,161.335 MT 0.99961357 +0 09 40.3 AK7487 AK7487 SUPERSEDED SURVEY CONTROL AK7487 AK7487 NAD 83(1990)- 28 25 29.89348(N) 080 39 41.01244(W) AD( ) 1 AK7487 NAD 83(1990)- 28 25 29.89348(N) 080 39 41.01244(W) AD( ) 1 AK7487 ELLIP HT - -27.45 (m) (09/12/94) GP( ) 4 1 AK7487 AK7487.Superseded values are not recommended for survey control. AK7487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7487.See file dsdata.txt to determine how the superseded data were derived. AK7487 AK7487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3316144327(NAD 83) AK7487_MARKER: DH = HORIZONTAL CONTROL DISK AK7487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK7487_STAMPING: 19.18 AZIMUTH NO 2 1968 AK7487_MARK LOGO: USAF AK7487_PROJECTION: PROJECTING 3 CENTIMETERS AK7487_MAGNETIC: N = NO MAGNETIC MATERIAL AK7487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK7487+STABILITY: SURFACE MOTION AK7487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7487+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003 AK7487 AK7487 HISTORY - Date Condition Report By AK7487 HISTORY - 1968 MONUMENTED RBNF AK7487 HISTORY - 19930812 GOOD GEOBAS AK7487 HISTORY - 20030806 GOOD USPSQD AK7487 AK7487 STATION DESCRIPTION AK7487 AK7487'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993 AK7487'THE STATION IS LOCATED 6 MI (9.66 KM) NORTHEAST OF COCOA AND 15 MI AK7487'(24.14 KM) SOUTHEAST OF TITUSVILLE, EAST OF A NASA TRACKING STATION. AK7487'TO REACH THE STATION FROM THE INTERSECTION STATE ROAD 528 AND AK7487'INTERSTATE 95 GO EAST ON STATE ROAD 528, 7.0 MI (11.27 KM) TO COUNTY AK7487'ROAD 3, TURN LEFT AND GO NORTH ON COUNTY ROAD 3, 2.0 MI (3.22 KM) TO AK7487'HALL ROAD, TURN RIGHT AND GO EAST ON HALL ROAD, 3.0 MI (4.83 KM) TO A AK7487'T-INTERSECTION WITH AUDUBON ROAD, TURN RIGHT AND GO SOUTH ON AUDUBON AK7487'ROAD, 0.6 MI (0.97 KM) TO A GATE AND THE STATION ON THE LEFT. AK7487'THE STATION IS A 1381ST GEODETIC SURVEY SQUADRON DISK STAMPED ---19.18 AK7487'AZIMUTH NO 2 1968--- SET IN A 10 INCH SQUARE CONCRETE MONUMENT THAT AK7487'IS 1 INCH ABOVE THE GROUND. IT IS 3.0 FT (0.91 M) NORTH OF METAL AK7487'WITNESS POST, 7.7 FT (2.35 M) NORTHEAST OF A METAL ELECTRIC COMPANY AK7487'MANHOLE COVER (NO. 232), 14.5 FT (4.42 M) EAST OF THE CENTER OF AK7487'AUDUBON ROAD, 26.0 FT (7.92 M) NORTH OF THE PROJECTED CENTER OF THE AK7487'PAVED ROAD TO THE TRACKING STATION. AK7487'REFERENCES-- AK7487'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST EDGE OF AK7487'PAVEMENT OF AUDUBON ROAD ON A MAGNETIC AZIMUTH OF 210 DEGREES AT AK7487'43.99 FT (13.41 M). AK7487'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST EDGE OF AK7487'PAVEMENT OF AUDUBON ROAD ON A MAGNETIC AZIMUTH OF 300 DEGREES AT 9.80 AK7487'FT (2.99 M) . AK7487 AK7487 STATION RECOVERY (2003) AK7487 AK7487'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPA) AK7487'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AK7492 *********************************************************************** AK7492 DESIGNATION - 70 92 GPS 16 AK7492 PID - AK7492 AK7492 STATE/COUNTY- FL/BREVARD AK7492 USGS QUAD - SHARPES (1992) AK7492 AK7492 *CURRENT SURVEY CONTROL AK7492 ___________________________________________________________________ AK7492* NAD 83(1999)- 28 26 00.53670(N) 080 45 37.50145(W) ADJUSTED AK7492* NAVD 88 - 5.5 (meters) 18. (feet) GPS OBS AK7492 ___________________________________________________________________ AK7492 X - 901,238.595 (meters) COMP AK7492 Y - -5,540,161.218 (meters) COMP AK7492 Z - 3,018,825.439 (meters) COMP AK7492 LAPLACE CORR- -0.20 (seconds) DEFLEC99 AK7492 ELLIP HEIGHT- -22.57 (meters) (06/11/02) GPS OBS AK7492 GEOID HEIGHT- -28.09 (meters) GEOID99 AK7492 AK7492 HORZ ORDER - FIRST AK7492 ELLP ORDER - FOURTH CLASS I AK7492 AK7492.The horizontal coordinates were established by GPS observations AK7492.and adjusted by the National Geodetic Survey in June 2002. AK7492 AK7492.The orthometric height was determined by GPS observations and a AK7492.high-resolution geoid model. AK7492 AK7492.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7492 AK7492.The Laplace correction was computed from DEFLEC99 derived deflections. AK7492 AK7492.The ellipsoidal height was determined by GPS observations AK7492.and is referenced to NAD 83. AK7492 AK7492.The geoid height was determined by GEOID99. AK7492 AK7492; North East Units Scale Converg. AK7492;SPC FL E - 454,269.327 223,469.505 MT 0.99994797 +0 06 50.7 AK7492;UTM 17 - 3,145,246.314 523,461.497 MT 0.99960679 +0 06 50.7 AK7492 AK7492: Primary Azimuth Mark Grid Az AK7492:SPC FL E - 70 92 GPS 17 345 00 55.2 AK7492:UTM 17 - 70 92 GPS 17 345 00 55.2 AK7492 AK7492|---------------------------------------------------------------------| AK7492| PID Reference Object Distance Geod. Az | AK7492| dddmmss.s | AK7492| AK7493 70 92 GPS 17 APPROX. 1.0 KM 3450745.9 | AK7492|---------------------------------------------------------------------| AK7492 AK7492 SUPERSEDED SURVEY CONTROL AK7492 AK7492 NAD 83(1990)- 28 26 00.53594(N) 080 45 37.50119(W) AD( ) 1 AK7492 NAD 83(1990)- 28 26 00.53594(N) 080 45 37.50119(W) AD( ) 1 AK7492 ELLIP HT - -22.55 (m) (09/12/94) GP( ) 4 1 AK7492 AK7492.Superseded values are not recommended for survey control. AK7492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7492.See file dsdata.txt to determine how the superseded data were derived. AK7492 AK7492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2346145246(NAD 83) AK7492_MARKER: DD = SURVEY DISK AK7492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK7492_STAMPING: 70 92 GPS 16 AK7492_MARK LOGO: FLDT AK7492_PROJECTION: FLUSH AK7492_MAGNETIC: N = NO MAGNETIC MATERIAL AK7492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK7492+STABILITY: SURFACE MOTION AK7492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7492+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1993 AK7492 AK7492 HISTORY - Date Condition Report By AK7492 HISTORY - UNK MONUMENTED FLDT AK7492 HISTORY - 19930817 GOOD GEOBAS AK7492 HISTORY - 20030807 MARK NOT FOUND USPSQD AK7492 AK7492 STATION DESCRIPTION AK7492 AK7492'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993 AK7492'THE STATION IS LOCATED ABOUT 3 MI (4.83 KM) NORTH OF COCOA AND 11 MI AK7492'(17.70 KM) SOUTHEAST OF TITUSVILLE. AK7492'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE AK7492'ROAD 528 IN SHARPES, GO NORTHERLY ON U.S. HIGHWAY 1, 2.4 MI (3.86 KM) AK7492'TO THE CHURCH OF GOD BUILDING AND THE STATION ON THE LEFT IN THE AK7492'MEDIAN. AK7492'THE STATION IS A FL.D.O.T. BRASS DISK STAMPED ---70 92 GPS 16--- SET AK7492'IN A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. AK7492'IT IS 62.0 FT (18.90 M) SOUTH OF THE PROJECTED CENTER OF RENICK ROAD, AK7492'45.0 FT (13.72 M) EAST OF THE CENTER OF THE SOUTHBOUND LANES OF U.S. AK7492'HIGHWAY 1, 19.0 FT (5.79 M) WEST OF THE CENTER OF THE NORTHBOUND AK7492'LANES OF U.S. HIGHWAY 1 AND 12.0 FT (3.66 M) EAST OF A METAL WITNESS AK7492'POST. AK7492'REFERENCES-- AK7492'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE WEST EDGE OF AK7492'PAVEMENT OF THE NORTHBOUND LANES OF U.S. HIGHWAY 1 ON A MAGNETIC AK7492'AZIMUTH OF 80 DEGREES AT 7.91 FT (2.41 M). AK7492'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST EDGE OF AK7492'PAVEMENT OF A LEFT TURN LANES OF THE SOUTHBOUND LANE OF U.S. HIGHWAY AK7492'1 ON A MAGNETIC AZIMUTH OF 225 DEGREES AT 32.44 FT (9.89 M). AK7492'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST EDGE OF AK7492'PAVEMENT OF A LEFT TURN LANES OF THE SOUTHBOUND LANE OF U.S. HIGHWAY AK7492'1 ON A MAGNETIC AZIMUTH OF 280 DEGREES AT 32.60 FT (9.94 M). AK7492 AK7492 STATION RECOVERY (2003) AK7492 AK7492'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPA) AK7492'CONCRETE MONUMENT IS THERE BUT DISK IS MISSING. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AK7493 *********************************************************************** AK7493 DESIGNATION - 70 92 GPS 17 AK7493 PID - AK7493 AK7493 STATE/COUNTY- FL/BREVARD AK7493 USGS QUAD - SHARPES (1992) AK7493 AK7493 *CURRENT SURVEY CONTROL AK7493 ___________________________________________________________________ AK7493* NAD 83(1999)- 28 26 32.14509(N) 080 45 46.99707(W) ADJUSTED AK7493* NAVD 88 - 6.8 (meters) 22. (feet) GPS OBS AK7493 ___________________________________________________________________ AK7493 X - 900,909.343 (meters) COMP AK7493 Y - -5,539,746.416 (meters) COMP AK7493 Z - 3,019,681.684 (meters) COMP AK7493 LAPLACE CORR- -0.20 (seconds) DEFLEC99 AK7493 ELLIP HEIGHT- -21.32 (meters) (06/11/02) GPS OBS AK7493 GEOID HEIGHT- -28.09 (meters) GEOID99 AK7493 AK7493 HORZ ORDER - FIRST AK7493 ELLP ORDER - FOURTH CLASS I AK7493 AK7493.The horizontal coordinates were established by GPS observations AK7493.and adjusted by the National Geodetic Survey in June 2002. AK7493 AK7493.The orthometric height was determined by GPS observations and a AK7493.high-resolution geoid model. AK7493 AK7493.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7493 AK7493.The Laplace correction was computed from DEFLEC99 derived deflections. AK7493 AK7493.The ellipsoidal height was determined by GPS observations AK7493.and is referenced to NAD 83. AK7493 AK7493.The geoid height was determined by GEOID99. AK7493 AK7493; North East Units Scale Converg. AK7493;SPC FL E - 455,241.832 223,209.202 MT 0.99994782 +0 06 46.3 AK7493;UTM 17 - 3,146,218.487 523,201.283 MT 0.99960664 +0 06 46.3 AK7493 AK7493: Primary Azimuth Mark Grid Az AK7493:SPC FL E - 70 92 GPS 16 165 00 55.1 AK7493:UTM 17 - 70 92 GPS 16 165 00 55.1 AK7493 AK7493|---------------------------------------------------------------------| AK7493| PID Reference Object Distance Geod. Az | AK7493| dddmmss.s | AK7493| AK7492 70 92 GPS 16 APPROX. 1.0 KM 1650741.4 | AK7493|---------------------------------------------------------------------| AK7493 AK7493 SUPERSEDED SURVEY CONTROL AK7493 AK7493 NAD 83(1990)- 28 26 32.14438(N) 080 45 46.99681(W) AD( ) 1 AK7493 NAD 83(1990)- 28 26 32.14438(N) 080 45 46.99681(W) AD( ) 1 AK7493 ELLIP HT - -21.30 (m) (09/12/94) GP( ) 4 1 AK7493 AK7493.Superseded values are not recommended for survey control. AK7493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7493.See file dsdata.txt to determine how the superseded data were derived. AK7493 AK7493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2320146218(NAD 83) AK7493_MARKER: DD = SURVEY DISK AK7493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK7493_STAMPING: 70 92 GPS 17 AK7493_MARK LOGO: FLDT AK7493_PROJECTION: FLUSH AK7493_MAGNETIC: N = NO MAGNETIC MATERIAL AK7493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK7493+STABILITY: SURFACE MOTION AK7493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7493+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2003 AK7493 AK7493 HISTORY - Date Condition Report By AK7493 HISTORY - UNK MONUMENTED FLDT AK7493 HISTORY - 19930817 GOOD GEOBAS AK7493 HISTORY - 20030808 GOOD USPSQD AK7493 AK7493 STATION DESCRIPTION AK7493 AK7493'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993 AK7493'THE STATION IS LOCATED ABOUT 4 MI (6.44 KM) NORTH OF COCOA AND 10 MI AK7493'(16.09 KM) SOUTHEAST OF TITUSVILLE. AK7493'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE AK7493'ROAD 528 IN SHARPES, GO NORTHERLY ON U.S. HIGHWAY 1, 3.05 MI AK7493'(4.91 KM) TO THE STATION ON THE LEFT IN THE MEDIAN, JUST NORTHEAST OF AK7493'SAM SNEAD GOLF COURSE. AK7493'THE STATION IS A FL.D.O.T. BRASS DISK STAMPED ---70 92 GPS 17--- SET AK7493'IN A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. AK7493'IT IS 220.0 FT (67.06 M) NORTH OF THE PROJECTED CENTER OF FAIRVIEW AK7493'DRIVE, 37.0 FT (11.28 M) SOUTH OF THE PROJECTED CENTER OF CAREY AK7493'MEDICAL CENTER DRIVEWAY, NUMBER 4360, 32.5 FT (9.91 M) WEST OF THE AK7493'CENTER OF THE NORTHBOUND LANES OF U.S. HIGHWAY 1, 30.5 FT (9.30 M) AK7493'EAST OF THE CENTER OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 1 AND 3.0 AK7493'FT (0.91 M) WEST OF A METAL WITNESS POST. AK7493'REFERENCES-- AK7493'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE WEST EDGE OF AK7493'PAVEMENT OF THE NORTHBOUND LANES OF U.S. HIGHWAY 1 ON A MAGNETIC AK7493'AZIMUTH OF 40 DEGREES AT 23.93 FT (7.29 M). AK7493'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE WEST EDGE OF AK7493'PAVEMENT OF THE NORTHBOUND LANES OF U.S. HIGHWAY 1 ON A MAGNETIC AK7493'AZIMUTH OF 130 DEGREES AT 24.38 FT (7.43 M). AK7493'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST EDGE OF AK7493'PAVEMENT OF A LEFT TURN LANE FOR THE SOUTHBOUND LANES OF U.S. HIGHWAY AK7493'1 ON A MAGNETIC AZIMUTH OF 265 DEGREES AT 7.38 FT (2.25 M). AK7493 AK7493 STATION RECOVERY (2003) AK7493 AK7493'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPA) AK7493'CAREY MEDICAL CENTER IS NOW KROEN NEUROLOGICAL CENTER 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AK3030 *********************************************************************** AK3030 DESIGNATION - ARP AK3030 PID - AK3030 AK3030 STATE/COUNTY- FL/BREVARD AK3030 USGS QUAD - MELBOURNE WEST (1988) AK3030 AK3030 *CURRENT SURVEY CONTROL AK3030 ___________________________________________________________________ AK3030* NAD 83(1986)- 28 06 02. (N) 080 37 59. (W) SCALED AK3030* NAVD 88 - 6.297 (meters) 20.66 (feet) ADJUSTED AK3030 ___________________________________________________________________ AK3030 GEOID HEIGHT- -28.16 (meters) GEOID99 AK3030 DYNAMIC HT - 6.288 (meters) 20.63 (feet) COMP AK3030 MODELED GRAV- 979,175.7 (mgal) NAVD 88 AK3030 AK3030 VERT ORDER - FIRST CLASS I AK3030 AK3030.This mark is at Melbourne Airport (MLB) AK3030 AK3030.The horizontal coordinates were scaled from a topographic map and have AK3030.an estimated accuracy of +/- 6 seconds. AK3030 AK3030.The orthometric height was determined by differential leveling AK3030.and adjusted by the National Geodetic Survey in June 1991. AK3030 AK3030.The geoid height was determined by GEOID99. AK3030 AK3030.The dynamic height is computed by dividing the NAVD 88 AK3030.geopotential number by the normal gravity value computed on the AK3030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK3030.degrees latitude (g = 980.6199 gals.). AK3030 AK3030.The modeled gravity was interpolated from observed gravity values. AK3030 AK3030; North East Units Estimated Accuracy AK3030;SPC FL E - 417,410. 236,060. MT (+/- 180 meters Scaled) AK3030 AK3030 SUPERSEDED SURVEY CONTROL AK3030 AK3030 NGVD 29 - 6.725 (m) 22.06 (f) ADJ UNCH 1 1 AK3030 AK3030.Superseded values are not recommended for survey control. AK3030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK3030.See file dsdata.txt to determine how the superseded data were derived. AK3030 AK3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM360083(NAD 83) AK3030_MARKER: DT = TOPOGRAPHIC STATION DISK AK3030_SETTING: 30 = CONCRETE BASE AK3030_STAMPING: ARP 1954 AK3030_MARK LOGO: CGS AK3030_MAGNETIC: O = OTHER; SEE DESCRIPTION AK3030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AK3030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK3030+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2003 AK3030 AK3030 HISTORY - Date Condition Report By AK3030 HISTORY - 1954 MONUMENTED CGS AK3030 HISTORY - 1973 GOOD NGS AK3030 HISTORY - 1983 GOOD CGS AK3030 HISTORY - 19890615 GOOD CGS AK3030 HISTORY - 20020804 GOOD USPSQD AK3030 HISTORY - 20030807 GOOD USPSQD AK3030 AK3030 STATION DESCRIPTION AK3030 AK3030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 AK3030'T FROM AT CAPE KENNEDY REGIONAL AIRPOR. AK3030'AT THE CAPE KENNEDY REGIONAL AIRPORT ALONG THE NORTHWEST SIDE OF AK3030'RUNWAY 4-22, SET IN THE TOP OF THE CONCRETE BASE OF THE SECOND AK3030'DECOMMISSIONED RUNWAY LIGHT NORTHEAST OF A TAXIWAY, 264 FEET NORTHEAST AK3030'OF THE NORTHEAST EDGE OF TAXIWAY, 3 FEET NORTHWEST OF THE NORTHWEST AK3030'EDGE OF THE RUNWAY, 2 FEET EAST OF THE WEST CORNER OF THE LIGHT AK3030'BASE AND ABOUT LEVEL WITH THE RUNWAY. SEC 28, T 27 S, R 37 E AK3030 AK3030 STATION RECOVERY (1983) AK3030 AK3030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1983 AK3030'RECOVERED IN GOOD CONDITION. AK3030 AK3030 STATION RECOVERY (1989) AK3030 AK3030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1989 AK3030'THE STATION IS LOCATED NORTH OF THE INTERSECTION OF RUNWAY 4/22 AND AK3030'TAXIWAY R ALONG THE NORTHERLY EDGE OF THE OLD NORTHWEST EDGE OF RUNWAY AK3030'4/22 IN THE REMAINING OLD FLUSH MOUNTED RUNWAY LIGHT 175.7 FT (53.6 M) AK3030'SOUTHEAST OF THE SOUTHEAST END OF A CONCRETE HEADWALL AND 32.9 FT AK3030'(10.0 M) EAST OF A SQUARE CABLE JUNCTION BOX THE STATION IS MARKED AK3030'WITH A STANDARD CGS TOPOGRAPHIC STATION DISK STAMPED ARP 1954 SET IN A AK3030'DRILL HOLE IN THE CONCRETE RUNWAY LIGHT. AK3030 AK3030 STATION RECOVERY (2002) AK3030 AK3030'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK3030'RECOVERED IN GOOD CONDITION. AK3030 AK3030 STATION RECOVERY (2003) AK3030 AK3030'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF) AK3030'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AK7490 *********************************************************************** AK7490 DESIGNATION - BREVARD GPS 1025 AK7490 PID - AK7490 AK7490 STATE/COUNTY- FL/BREVARD AK7490 USGS QUAD - COCOA (1984) AK7490 AK7490 *CURRENT SURVEY CONTROL AK7490 ___________________________________________________________________ AK7490* NAD 83(1999)- 28 15 05.05964(N) 080 40 57.22959(W) ADJUSTED AK7490* NAVD 88 - 2.3 (meters) 8. (feet) GPS OBS AK7490 ___________________________________________________________________ AK7490 X - 910,316.213 (meters) COMP AK7490 Y - -5,548,381.816 (meters) COMP AK7490 Z - 3,001,064.155 (meters) COMP AK7490 LAPLACE CORR- -0.37 (seconds) DEFLEC99 AK7490 ELLIP HEIGHT- -25.90 (meters) (06/11/02) GPS OBS AK7490 GEOID HEIGHT- -28.19 (meters) GEOID99 AK7490 AK7490 HORZ ORDER - FIRST AK7490 ELLP ORDER - FOURTH CLASS I AK7490 AK7490.The horizontal coordinates were established by GPS observations AK7490.and adjusted by the National Geodetic Survey in June 2002. AK7490 AK7490.The orthometric height was determined by GPS observations and a AK7490.high-resolution geoid model. AK7490 AK7490.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7490 AK7490.The Laplace correction was computed from DEFLEC99 derived deflections. AK7490 AK7490.The ellipsoidal height was determined by GPS observations AK7490.and is referenced to NAD 83. AK7490 AK7490.The geoid height was determined by GEOID99. AK7490 AK7490; North East Units Scale Converg. AK7490;SPC FL E - 434,109.316 231,149.110 MT 0.99995315 +0 09 00.9 AK7490;UTM 17 - 3,125,093.181 531,138.482 MT 0.99961197 +0 09 00.9 AK7490 AK7490: Primary Azimuth Mark Grid Az AK7490:SPC FL E - BREVARD GPS 1026 330 44 14.7 AK7490:UTM 17 - BREVARD GPS 1026 330 44 14.7 AK7490 AK7490|---------------------------------------------------------------------| AK7490| PID Reference Object Distance Geod. Az | AK7490| dddmmss.s | AK7490| AK7491 BREVARD GPS 1026 APPROX. 0.8 KM 3305315.6 | AK7490|---------------------------------------------------------------------| AK7490 AK7490 SUPERSEDED SURVEY CONTROL AK7490 AK7490 NAD 83(1990)- 28 15 05.05887(N) 080 40 57.22950(W) AD( ) 1 AK7490 NAD 83(1990)- 28 15 05.05887(N) 080 40 57.22950(W) AD( ) 1 AK7490 AK7490.Superseded values are not recommended for survey control. AK7490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7490.See file dsdata.txt to determine how the superseded data were derived. AK7490 AK7490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3113825093(NAD 83) AK7490_MARKER: I = METAL ROD AK7490_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AK7490_STAMPING: GPS 1025 1993 AK7490_MARK LOGO: FL-009 AK7490_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AK7490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK7490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7490+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2003 AK7490 AK7490 HISTORY - Date Condition Report By AK7490 HISTORY - 1993 MONUMENTED GEOBAS AK7490 HISTORY - 20030803 GOOD USPSQD AK7490 AK7490 STATION DESCRIPTION AK7490 AK7490'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993 AK7490'THE STATION IS LOCATED 13 MI (20.92 KM) NORTH-NORTHWEST OF MELBOURNE AK7490'AND 6 MI (9.66 KM) SOUTHEAST OF ROCKLEDGE IN THE MEDIAN OF U.S. AK7490'HIGHWAY 1. AK7490'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE AK7490'ROAD 404, GO NORTH ON U.S. HIGHWAY 1, 3.5 MI (5.63 KM) TO THE STATION AK7490'ON THE LEFT IN THE MEDIAN AND SOUTHEAST OF THE ENTRANCE OF THE AK7490'FLORIDA STATE GARDENS CEMETERY. AK7490'THE STATION IS AN ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND TO REFUSAL AK7490'WITH A BREVARD COUNTY LOGO CAP STAMPED ---GPS 1025 1993--- THAT IS AK7490'FLUSH WITH THE GROUND AND THE STATION IS RECESSED 6 INCHES BELOW THE AK7490'GROUND. IT IS 31 FT (9.45 M) SOUTHWEST OF THE CENTER OF THE AK7490'NORTHBOUND LANES OF U.S. HIGHWAY 1, 133 FT (40.54 M) SOUTHEAST OF THE AK7490'NORTH END OF THE MEDIAN AND 3 FT (0.91 M) SOUTHEAST OF A CARSONITE AK7490'WITNESS POST. NOTE THE HORIZONTAL CONTROL POINT IS A PUNCH MARK ON AK7490'THE ALUMINUM ALLOY ROD THAT IS ACCESSED THROUGH A 5-1/2 INCH ACCESS AK7490'COVER. AK7490'REFERENCES-- AK7490'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE SOUTHWEST EDGE OF AK7490'PAVEMENT OF THE NORTHBOUND LANE OF U.S. HIGHWAY 1 ON A MAGNETIC AK7490'AZIMUTH OF 25 DEGREES AT 28.82 FT (8.78 M). AK7490'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE SOUTHWEST EDGE OF AK7490'PAVEMENT OF THE NORTHBOUND LANE OF U.S. HIGHWAY 1 ON A MAGNETIC AK7490'AZIMUTH OF 110 DEGREES AT 30.35 FT (9.25 M). AK7490'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE NORTHEAST EDGE OF AK7490'PAVEMENT OF THE SOUTHBOUND LANE OF U.S. HIGHWAY 1 ON A MAGNETIC AK7490'AZIMUTH OF 245 DEGREES AT 21.66 FT (6.60 M). AK7490 AK7490 STATION RECOVERY (2003) AK7490 AK7490'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPA) AK7490'MARK IS SOUTHEAST OF FLORIDA MEMORIAL GARDEN CEMENTARY NOT FLORIDA AK7490'STATE GARDEN CEMEMTARY. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AK7524 *********************************************************************** AK7524 DESIGNATION - BREVARD GPS 1090 AK7524 PID - AK7524 AK7524 STATE/COUNTY- FL/BREVARD AK7524 USGS QUAD - EAU GALLIE (1988) AK7524 AK7524 *CURRENT SURVEY CONTROL AK7524 ___________________________________________________________________ AK7524* NAD 83(1999)- 28 14 51.61826(N) 080 44 14.98184(W) ADJUSTED AK7524* NAVD 88 - 7.9 (meters) 26. (feet) GPS OBS AK7524 ___________________________________________________________________ AK7524 X - 905,028.717 (meters) COMP AK7524 Y - -5,549,450.203 (meters) COMP AK7524 Z - 3,000,702.322 (meters) COMP AK7524 LAPLACE CORR- -0.12 (seconds) DEFLEC99 AK7524 ELLIP HEIGHT- -20.27 (meters) (06/11/02) GPS OBS AK7524 GEOID HEIGHT- -28.18 (meters) GEOID99 AK7524 AK7524 HORZ ORDER - FIRST AK7524 ELLP ORDER - FOURTH CLASS I AK7524 AK7524.The horizontal coordinates were established by GPS observations AK7524.and adjusted by the National Geodetic Survey in June 2002. AK7524 AK7524.The orthometric height was determined by GPS observations and a AK7524.high-resolution geoid model. AK7524 AK7524.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7524 AK7524.The Laplace correction was computed from DEFLEC99 derived deflections. AK7524 AK7524.The ellipsoidal height was determined by GPS observations AK7524.and is referenced to NAD 83. AK7524 AK7524.The geoid height was determined by GEOID99. AK7524 AK7524; North East Units Scale Converg. AK7524;SPC FL E - 433,682.642 225,759.744 MT 0.99994936 +0 07 27.3 AK7524;UTM 17 - 3,124,666.652 525,750.955 MT 0.99960818 +0 07 27.3 AK7524 AK7524 SUPERSEDED SURVEY CONTROL AK7524 AK7524 NAD 83(1990)- 28 14 51.61742(N) 080 44 14.98157(W) AD( ) 1 AK7524 NAD 83(1990)- 28 14 51.61742(N) 080 44 14.98157(W) AD( ) 1 AK7524 ELLIP HT - -20.28 (m) (09/12/94) GP( ) 4 1 AK7524 AK7524.Superseded values are not recommended for survey control. AK7524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7524.See file dsdata.txt to determine how the superseded data were derived. AK7524 AK7524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2575124667(NAD 83) AK7524_MARKER: I = METAL ROD AK7524_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AK7524_STAMPING: GPS 1090 1993 AK7524_MARK LOGO: FL-009 AK7524_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AK7524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK7524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7524+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2003 AK7524 AK7524 HISTORY - Date Condition Report By AK7524 HISTORY - 1993 MONUMENTED GEOBAS AK7524 HISTORY - 20030731 GOOD USPSQD AK7524 AK7524 STATION DESCRIPTION AK7524 AK7524'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993 AK7524'THE STATION IS LOCATED 13 MI (20.92 KM) NORTHWEST OF MELBOURNE AND 6 AK7524'MI (9.66 KM) SOUTH OF ROCKLEDGE IN THE MEDIAN OF SAINT JOHNS STREET AK7524'IN FRONT OF THE BREVARD COUNTY SCHOOL BOARD BUILDING. AK7524'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND STATE AK7524'ROAD 509 (WICKHAM ROAD), GO WEST ON STATE ROAD 509, 0.45 MI (0.72 KM) AK7524'TO LAKE ANDREW DRIVE, TURN RIGHT AND GO NORTH ON LAKE ANDREW DRIVE, AK7524'1.3 MI (2.09 KM) TO SAINT JOHNS STREET, TURN LEFT AND GO WEST ON AK7524'SAINT JOHNS STREET, 0.5 MI (0.80 KM) TO THE STATION ON THE LEFT IN AK7524'THE MEDIAN. AK7524'THE STATION IS AN ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND TO REFUSAL AK7524'WITH A BREVARD COUNTY LOGO CAP STAMPED ---GPS 1090 1993--- THAT IS AK7524'FLUSH WITH THE GROUND AND THE STATION IS RECESSED 6 INCHES BELOW THE AK7524'GROUND. IT IS 33.1 FT (10.09 M) SOUTH OF THE CENTER OF THE WESTBOUND AK7524'LANES OF SAINT JOHNS STREET, 19.0 FT (5.79 M) NORTH OF THE CENTER OF AK7524'THE EASTBOUND LANES OF SAINT JOHNS STREET, 143.6 FT (43.77 M) EAST OF AK7524'THE CENTER OF A PAVED ROAD AND 3 FT (0.91 M) EAST OF A CARSONITE AK7524'WITNESS POST. NOTE THE HORIZONTAL CONTROL POINT IS A PUNCH MARK ON AK7524'THE ALUMINUM ALLOY ROD THAT IS ACCESSED THROUGH A 5-1/2 INCH ACCESS AK7524'COVER. AK7524'REFERENCES-- AK7524'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE SOUTH EDGE OF AK7524'PAVEMENT OF THE WESTBOUND LANES OF SAINT JOHNS STREET ON A MAGNETIC AK7524'AZIMUTH OF 0 DEGREES AT 8.91 FT (2.72 M). AK7524'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE SOUTHEAST FACE OF A AK7524'POWER POLE ON A MAGNETIC AZIMUTH OF 45 DEGREES AT 106.64 FT (32.50 M) AK7524'. AK7524'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE NORTH EDGE OF AK7524'PAVEMENT OF THE EASTBOUND LANES OF SAINT JOHNS STREET ON A MAGNETIC AK7524'AZIMUTH OF 100 DEGREES AT 66.43 FT (20.25 M). AK7524 AK7524 STATION RECOVERY (2003) AK7524 AK7524'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPA) AK7524'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AK3029 *********************************************************************** AK3029 DESIGNATION - C 230 AK3029 PID - AK3029 AK3029 STATE/COUNTY- FL/BREVARD AK3029 USGS QUAD - MELBOURNE WEST (1988) AK3029 AK3029 *CURRENT SURVEY CONTROL AK3029 ___________________________________________________________________ AK3029* NAD 83(1986)- 28 06 04. (N) 080 38 38. (W) SCALED AK3029* NAVD 88 - 6.643 (meters) 21.79 (feet) ADJUSTED AK3029 ___________________________________________________________________ AK3029 GEOID HEIGHT- -28.16 (meters) GEOID99 AK3029 DYNAMIC HT - 6.633 (meters) 21.76 (feet) COMP AK3029 MODELED GRAV- 979,175.0 (mgal) NAVD 88 AK3029 AK3029 VERT ORDER - FIRST CLASS I AK3029 AK3029.This mark is at Melbourne Airport (MLB) AK3029 AK3029.The horizontal coordinates were scaled from a topographic map and have AK3029.an estimated accuracy of +/- 6 seconds. AK3029 AK3029.The orthometric height was determined by differential leveling AK3029.and adjusted by the National Geodetic Survey in June 1991. AK3029 AK3029.The geoid height was determined by GEOID99. AK3029 AK3029.The dynamic height is computed by dividing the NAVD 88 AK3029.geopotential number by the normal gravity value computed on the AK3029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK3029.degrees latitude (g = 980.6199 gals.). AK3029 AK3029.The modeled gravity was interpolated from observed gravity values. AK3029 AK3029; North East Units Estimated Accuracy AK3029;SPC FL E - 417,470. 234,990. MT (+/- 180 meters Scaled) AK3029 AK3029 SUPERSEDED SURVEY CONTROL AK3029 AK3029 NGVD 29 - 7.071 (m) 23.20 (f) ADJ UNCH 1 1 AK3029 AK3029.Superseded values are not recommended for survey control. AK3029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK3029.See file dsdata.txt to determine how the superseded data were derived. AK3029 AK3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM349084(NAD 83) AK3029_MARKER: DB = BENCH MARK DISK AK3029_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED AK3029+WITH SETTING: INTO GROUND AK3029_STAMPING: C 230 1965 AK3029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK3029+STABILITY: SURFACE MOTION AK3029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK3029+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2003 AK3029 AK3029 HISTORY - Date Condition Report By AK3029 HISTORY - 1965 MONUMENTED CGS AK3029 HISTORY - 1971 GOOD NGS AK3029 HISTORY - 20020804 GOOD USPSQD AK3029 HISTORY - 20030807 GOOD USPSQD AK3029 AK3029 STATION DESCRIPTION AK3029 AK3029'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 AK3029'AT JFK AIRPORT. AK3029'AT THE JOHN F. KENNEDY MEMORIAL AIRPORT, ABOUT 0.8 MILE NORTH AND AK3029'ACROSS FIELD FROM THE ADMINISTRATION BUILDING, ABOUT MIDWAY BETWEEN AK3029'THE EAST-WEST RUNWAY AND THE PROPOSED SITE OF THE NEW CONTROL AK3029'TOWER, ALONG THE SOUTH SIDE OF A TAXI STRIP WHICH PARALLELS THE AK3029'SOUTH SIDE OF A RUNWAY, SET ON THE TOP OF THE WEST END OF THE SOUTH AK3029'CONCRETE HEAD WALL OF A DRAINAGE PIPE UNDER THE TAXI STRIP, 75 AK3029'FEET SOUTH OF THE SOUTH EDGE OF TAXI STRIP, 1 FOOT EAST OF THE WEST AK3029'END OF THE HEAD WALL AND 4 FEET BELOW THE LEVEL OF THE TAXI STRIP. AK3029'IN SECTION 29, R 37 E, T 27 S. AK3029 AK3029 STATION RECOVERY (1971) AK3029 AK3029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 AK3029'RECOVERED IN GOOD CONDITION. AK3029 AK3029 STATION RECOVERY (2002) AK3029 AK3029'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK3029'RECOVERED IN GOOD CONDITION. AK3029 AK3029 STATION RECOVERY (2003) AK3029 AK3029'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF) AK3029'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AK5752 *********************************************************************** AK5752 DESIGNATION - CINETHEODOLITE NO 3 AK5752 PID - AK5752 AK5752 STATE/COUNTY- FL/BREVARD AK5752 USGS QUAD - COCOA BEACH (1976) AK5752 AK5752 *CURRENT SURVEY CONTROL AK5752 ___________________________________________________________________ AK5752* NAD 83(1990)- 28 16 18.97149(N) 080 36 21.45233(W) ADJUSTED AK5752* NAVD 88 - AK5752 ___________________________________________________________________ AK5752 LAPLACE CORR- -0.56 (seconds) DEFLEC99 AK5752 GEOID HEIGHT- -28.22 (meters) GEOID99 AK5752 AK5752 HORZ ORDER - THIRD AK5752 AK5752.The horizontal coordinates were established by classical geodetic methods AK5752.and adjusted by the National Geodetic Survey in May 1991. AK5752 AK5752 AK5752.The Laplace correction was computed from DEFLEC99 derived deflections. AK5752 AK5752.The geoid height was determined by GEOID99. AK5752 AK5752; North East Units Scale Converg. AK5752;SPC FL E - 436,406.633 238,658.770 MT 0.99995961 +0 11 11.9 AK5752;UTM 17 - 3,127,389.714 538,645.580 MT 0.99961843 +0 11 11.9 AK5752 AK5752 SUPERSEDED SURVEY CONTROL AK5752 AK5752 NAD 83(1986)- 28 16 18.97713(N) 080 36 21.46922(W) AD( ) 4 AK5752 NAD 27 - 28 16 17.94659(N) 080 36 22.27882(W) AD( ) 3 AK5752 AK5752.Superseded values are not recommended for survey control. AK5752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5752.See file dsdata.txt to determine how the superseded data were derived. AK5752 AK5752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3864627390(NAD 83) AK5752 AK5752 HISTORY - Date Condition Report By AK5752 HISTORY - 1953 FIRST OBSERVED CGS AK5752 HISTORY - 19950118 MARK NOT FOUND USPSQD AK5752 HISTORY - 20030801 MARK NOT FOUND USPSQD AK5752 AK5752 STATION DESCRIPTION AK5752 AK5752'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ) AK5752'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF PATRICK AK5752'AIR FORCE RESERVATION AND ABOUT 30 FEET WEST OF THE OCEAN AK5752'BEACH. IT IS HOUSED IN A SMALL BUILDING WHICH CAN BE ROLLED AK5752'BACK TO CLEAR THE INSTRUMENT. AK5752' AK5752'THE POINT INTERSECTED WAS THE CENTER OF ROTATION OF THE INSTRUMENT. AK5752' AK5752'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION AK5752'PATRICK N BASE TO SAL (AFMTC) AND REF. PT. TO NE. COR. OF AK5752'RES., IN ORDER TO MAKE A CONNECTION TO THIS STATION. THE AK5752'DISTANCE FROM PATRICK N BASE TO REF. PT. TO NE. COR. OF AK5752'RES. IS 13.269 METERS SOUTH-SOUTHWEST, FROM PATRICK N BASE AK5752'TO SAL (AFMTC) IS 12.871 METERS NORTH, AND THE DISTANCE FROM AK5752'SAL (AFMTC) TO REF. PT. TO NE. COR. OF RES. IS 24.800 METERS AK5752'SOUTH. AK5752' AK5752'THE ANGLES AT ALL THREE STATIONS WERE TURNED TO THE CENTER AK5752'OF ROTATION OF THE INSTRUMENT. AK5752' AK5752'TO REACH FROM THE NORTH GATE TO THE PATRICK AIR FORCE BASE, AK5752'GO EAST ALONG THE NORTH SIDE OF FENCE FOR 0.1 MILE TO THE STATION. AK5752 AK5752 STATION RECOVERY (1995) AK5752 AK5752'RECOVERY NOTE BY US POWER SQUADRON 1995 AK5752'MARK NOT FOUND. AK5752 AK5752 STATION RECOVERY (2003) AK5752 AK5752'RECOVERY NOTE BY US POWER SQUADRON 2003 (EB) AK5752'THE SMALL BUILDING HOUSING THE STATION IS NOT IN THE AREA 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AK1185 *********************************************************************** AK1185 DESIGNATION - D 214 AK1185 PID - AK1185 AK1185 STATE/COUNTY- FL/BREVARD AK1185 USGS QUAD - FALSE CAPE (1984) AK1185 AK1185 *CURRENT SURVEY CONTROL AK1185 ___________________________________________________________________ AK1185* NAD 83(1986)- 28 35 13. (N) 080 34 49. (W) SCALED AK1185* NAVD 88 - 4.206 (meters) 13.80 (feet) ADJUSTED AK1185 ___________________________________________________________________ AK1185 GEOID HEIGHT- -28.17 (meters) GEOID99 AK1185 DYNAMIC HT - 4.200 (meters) 13.78 (feet) COMP AK1185 MODELED GRAV- 979,239.5 (mgal) NAVD 88 AK1185 AK1185 VERT ORDER - FIRST CLASS II AK1185 AK1185.The horizontal coordinates were scaled from a topographic map and have AK1185.an estimated accuracy of +/- 6 seconds. AK1185 AK1185.The orthometric height was determined by differential leveling AK1185.and adjusted by the National Geodetic Survey in June 1991. AK1185 AK1185.The geoid height was determined by GEOID99. AK1185 AK1185.The dynamic height is computed by dividing the NAVD 88 AK1185.geopotential number by the normal gravity value computed on the AK1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK1185.degrees latitude (g = 980.6199 gals.). AK1185 AK1185.The modeled gravity was interpolated from observed gravity values. AK1185 AK1185; North East Units Estimated Accuracy AK1185;SPC FL E - 471,330. 241,060. MT (+/- 180 meters Scaled) AK1185 AK1185 SUPERSEDED SURVEY CONTROL AK1185 AK1185 NGVD 29 - 4.591 (m) 15.06 (f) ADJ UNCH 1 2 AK1185 AK1185.Superseded values are not recommended for survey control. AK1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK1185.See file dsdata.txt to determine how the superseded data were derived. AK1185 AK1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM410622(NAD 83) AK1185_MARKER: DB = BENCH MARK DISK AK1185_SETTING: 30 = CONCRETE MANHOLE AK1185_STAMPING: D 214 1964 AK1185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AK1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AK1185+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2003 AK1185 AK1185 HISTORY - Date Condition Report By AK1185 HISTORY - 1964 MONUMENTED CGS AK1185 HISTORY - 20030522 GOOD NIMA AK1185 AK1185 STATION DESCRIPTION AK1185 AK1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 AK1185'AT CAPE KENNEDY. AK1185'83 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A CONCRETE AK1185'BLOCK BUILDING, 64 FEET EAST OF A FIRE HYDRANT AND 25 FEET AK1185'NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE PAD THAT SUPPORTS AK1185'A TRANSFORMER. THE DISK IS CEMENTED IN A DRILL HOLE IN A CONCRETE AK1185'MANHOLE (NORTH MANHOLE OF TWO). TO REACH FROM THE NORTH GATE ON AK1185'CAPE KENNEDY, GO NORTH FOR 1.4 MILES TO THE ENTRANCE TO COMPLEX AK1185'41. TURN LEFT WEST ON THE COMPLEX ROAD FOR 0.1 MILE TO THE MARK. AK1185 AK1185 STATION RECOVERY (2003) AK1185 AK1185'RECOVERY NOTE BY NATIONAL IMAGERY + MAPPING AGENCY 2003 (JMP) AK1185'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AK4044 *********************************************************************** AK4044 DESIGNATION - DOLITE RM 2 AK4044 PID - AK4044 AK4044 STATE/COUNTY- FL/BREVARD AK4044 USGS QUAD - MELBOURNE EAST (1980) AK4044 AK4044 *CURRENT SURVEY CONTROL AK4044 ___________________________________________________________________ AK4044* NAD 83(1990)- 28 03 03.94759(N) 080 32 57.32831(W) ADJUSTED AK4044* NAVD 88 - 5.539 (meters) 18.17 (feet) ADJUSTED AK4044 ___________________________________________________________________ AK4044 LAPLACE CORR- -1.16 (seconds) DEFLEC99 AK4044 GEOID HEIGHT- -28.17 (meters) GEOID99 AK4044 DYNAMIC HT - 5.531 (meters) 18.15 (feet) COMP AK4044 MODELED GRAV- 979,176.4 (mgal) NAVD 88 AK4044 AK4044 HORZ ORDER - FIRST AK4044 VERT ORDER - FIRST CLASS II AK4044 AK4044.The horizontal coordinates were established by classical geodetic methods AK4044.and adjusted by the National Geodetic Survey in May 1991. AK4044 AK4044.The orthometric height was determined by differential leveling AK4044.and adjusted by the National Geodetic Survey in June 1991. AK4044.WARNING-Repeat measurements at this control monument indicate possible AK4044.vertical movement. AK4044 AK4044.The Laplace correction was computed from DEFLEC99 derived deflections. AK4044 AK4044.The geoid height was determined by GEOID99. AK4044 AK4044.The dynamic height is computed by dividing the NAVD 88 AK4044.geopotential number by the normal gravity value computed on the AK4044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK4044.degrees latitude (g = 980.6199 gals.). AK4044 AK4044.The modeled gravity was interpolated from observed gravity values. AK4044 AK4044; North East Units Scale Converg. AK4044;SPC FL E - 411,953.134 244,312.558 MT 0.99996540 +0 12 43.1 AK4044;UTM 17 - 3,102,944.559 544,297.438 MT 0.99962422 +0 12 43.1 AK4044 AK4044 SUPERSEDED SURVEY CONTROL AK4044 AK4044 NAD 83(1986)- 28 03 03.95296(N) 080 32 57.34304(W) AD( ) 1 AK4044 NAD 27 - 28 03 02.89376(N) 080 32 58.15317(W) AD( ) 1 AK4044 NGVD 29 - 5.98 (m) 19.6 (f) COMPUTED 1 2 AK4044 AK4044.Superseded values are not recommended for survey control. AK4044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK4044.See file dsdata.txt to determine how the superseded data were derived. AK4044 AK4044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4429702945(NAD 83) AK4044_MARKER: DD = SURVEY DISK AK4044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK4044_MARK LOGO: USAF AK4044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK4044+STABILITY: SURFACE MOTION AK4044 AK4044 HISTORY - Date Condition Report By AK4044 HISTORY - 1956 MONUMENTED USAF AK4044 HISTORY - 1956 GOOD NGS AK4044 HISTORY - 1961 GOOD CGS AK4044 HISTORY - 1970 MARK NOT FOUND NGS AK4044 HISTORY - 19930526 MARK NOT FOUND GEOBAS AK4044 AK4044 STATION DESCRIPTION AK4044 AK4044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 AK4044'3 MI S FROM INDIALANTIC. AK4044'ABOUT 2-1/2 MILES EAST-SOUTHEAST OF MELBOURNE, ON PROPERTY AK4044'OWNED BY THE STATE HIGHWAY DEPARTMENT, 108 FEET EAST OF THE AK4044'APPROXIMATE CENTERLINE OF THE HIGHWAY. A STANDARD USAF BRASS AK4044'DISK SET IN THE TOP OF A 6- BY 6-INCH CONRETE POST PROJECTING AK4044'5 INCHES ABOVE GROUND. THIS DISK IS NOT STAMPED. AK4044 AK4044 STATION RECOVERY (1961) AK4044 AK4044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LSB) AK4044'THE STATION IS LOCATED 1.2 MILES SOUTH OF MELBOURNE BEACH ALONG AK4044'THE EAST SIDE OF STATE HIGHWAY A1A, 73 FEET NORTHEAST OF THE AK4044'CENTERLINE OF A SAND ROAD LEADING TO THE OCEAN. IT IS A 6 X 6 AK4044'INCH CONCRETE MONUMENT THAT PROJECTS 4 INCHES WITH AN UN-STAMPED AK4044'BRASS DISK IN THE TOP. THIS MARK WAS USED AS REFERENCE MARK 2 AK4044'AT TRIANGULATION STATION DOLITE 1956. AK4044' AK4044'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DOLITE AK4044'1956, DISTANCE BEING 30.4243 METERS, 99.82 FEET NORTH-NORTHEAST AK4044'OF STATION DOLITE. AK4044' AK4044'TO REACH THE STATION FROM THE POST OFFICE IN MELBOURNE BEACH, GO AK4044'EAST ON STATE HIGHWAY A1A (OCEAN AVE.) FOR 0.15 MILE TO THE AK4044'INTERSECTION OF ATLANTIC ST. TURN RIGHT AND GO SOUTH ON AK4044'HIGHWAY A1A (ATLANTIC ST.) FOR 1.25 MILES TO A SAND ROAD ON THE AK4044'LEFT LEADING TO THE OCEAN AND THE STATION. AK4044 AK4044 STATION RECOVERY (1970) AK4044 AK4044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 AK4044'MARK NOT FOUND. AK4044 AK4044 STATION RECOVERY (1993) AK4044 AK4044'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1993 AK4044'NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AK4042 *********************************************************************** AK4042 DESIGNATION - DOLITE RM 3 AK4042 PID - AK4042 AK4042 STATE/COUNTY- FL/BREVARD AK4042 USGS QUAD - MELBOURNE EAST (1980) AK4042 AK4042 *CURRENT SURVEY CONTROL AK4042 ___________________________________________________________________ AK4042* NAD 83(1990)- 28 02 59.85249(N) 080 32 55.50862(W) ADJUSTED AK4042* NAVD 88 - 4.665 (meters) 15.31 (feet) ADJUSTED AK4042 ___________________________________________________________________ AK4042 LAPLACE CORR- -1.16 (seconds) DEFLEC99 AK4042 GEOID HEIGHT- -28.17 (meters) GEOID99 AK4042 DYNAMIC HT - 4.658 (meters) 15.28 (feet) COMP AK4042 MODELED GRAV- 979,176.4 (mgal) NAVD 88 AK4042 AK4042 HORZ ORDER - FIRST AK4042 VERT ORDER - FIRST CLASS II AK4042 AK4042.The horizontal coordinates were established by classical geodetic methods AK4042.and adjusted by the National Geodetic Survey in May 1991. AK4042 AK4042.The orthometric height was determined by differential leveling AK4042.and adjusted by the National Geodetic Survey in June 1991. AK4042 AK4042.The Laplace correction was computed from DEFLEC99 derived deflections. AK4042 AK4042.The geoid height was determined by GEOID99. AK4042 AK4042.The dynamic height is computed by dividing the NAVD 88 AK4042.geopotential number by the normal gravity value computed on the AK4042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK4042.degrees latitude (g = 980.6199 gals.). AK4042 AK4042.The modeled gravity was interpolated from observed gravity values. AK4042 AK4042; North East Units Scale Converg. AK4042;SPC FL E - 411,827.262 244,362.718 MT 0.99996546 +0 12 43.9 AK4042;UTM 17 - 3,102,818.730 544,347.581 MT 0.99962427 +0 12 43.9 AK4042 AK4042 SUPERSEDED SURVEY CONTROL AK4042 AK4042 NAD 83(1986)- 28 02 59.85800(N) 080 32 55.52340(W) AD( ) 1 AK4042 NAD 27 - 28 02 58.79856(N) 080 32 56.33346(W) AD( ) 1 AK4042 NGVD 29 - 5.101 (m) 16.74 (f) ADJ UNCH 1 2 AK4042 AK4042.Superseded values are not recommended for survey control. AK4042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK4042.See file dsdata.txt to determine how the superseded data were derived. AK4042 AK4042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4434802819(NAD 83) AK4042_MARKER: DR = REFERENCE MARK DISK AK4042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK4042_STAMPING: DOLITE RM 3 1956 AK4042_MARK LOGO: CGS AK4042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK4042+STABILITY: SURFACE MOTION AK4042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AK4042+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1993 AK4042 AK4042 HISTORY - Date Condition Report By AK4042 HISTORY - 1963 MONUMENTED CGS AK4042 HISTORY - 1970 GOOD NGS AK4042 HISTORY - 19930526 GOOD GEOBAS AK4042 AK4042 STATION DESCRIPTION AK4042 AK4042'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LSB) AK4042'THE STATION IS LOCATED ABOUT 1.4 MILES SOUTH OF MELBOURNE BEACH, AK4042'ALONG THE EAST SIDE OF STATE HIGHWAY A1A AT THE MELBOURNE BEACH AK4042'TRACKING SITE. IT IS 68 FEET WEST OF BC 1.4 T-PAD AND 12 FEET AK4042'NORTH OF THE NORTH SIDE OF THE BUILDING THAT HOUSES AK4042'THEOD. 1.80. THE MONUMENT IS FLUSH WITH THE GROUND AND THE DISK AK4042'IS STAMPED DOLITE RM 3 1956. AK4042' AK4042'A TRAVERSE CONNECTION WAS MADE FROM DOLITE 1956 AND THE DISTANCE AK4042'AND DIRECTION ARE SHOWN ABOVE. AK4042' AK4042'TO REACH THE STATION FROM THE POST OFFICE IN MELBOURNE BEACH, AK4042'GO EAST ON STATE HIGHWAY A1A (OCEAN AVENUE) FOR 0.15 MILE TO THE AK4042'INTERSECTION OF ATLANTIC STREET. TURN RIGHT AND GO SOUTH ON AK4042'HIGHWAY A1A (ATLANTIC STREET) FOR 1.35 MILES TO THE TRACKING AK4042'SITE ON THE LEFT. TURN LEFT, PASSING THROUGH A GATE, TO THE AK4042'STATION ON THE NORTH SIDE OF THE BUILDINGS. AK4042' AK4042'HEIGHT OF LIGHT ABOVE STATION MARK 8 METERS. AK4042 AK4042 STATION RECOVERY (1970) AK4042 AK4042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 AK4042'1.6 MI S FROM MELBOURNE BEACH. AK4042'ABOUT 1.6 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE POST AK4042'OFFICE AT MELBOURNE BEACH, AT THE MELBOURNE BEACH TRACKING SITE, AK4042'18.5 FEET WEST OF THE NORTHWEST CORNER OF THEODOLITE BUILDING AK4042'1.80, 49 FEET EAST OF A FENCE LINE, 67.4 FEET SOUTHWEST OF AK4042'DOLITE 2 DESCRIBED, 97.8 FEET SOUTHEAST OF DOLITE SHIRAN 2 AK4042'DESCRIBED, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A AK4042'CONCRETE POST FLUSH WITH THE GROUND. SEC 17, T 28 S, R 38 E. AK4042 AK4042 STATION RECOVERY (1993) AK4042 AK4042'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1993 AK4042'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE AK4042'ROAD A1A IN INDIALANTIC, GO SOUTH ON STATE ROAD A1A, 1.6 MI (2.57 KM) AK4042'TO OCEAN AVENUE (JOG IN STATE ROAD A1A), TURN LEFT AND GO EAST ON AK4042'OCEAN AVENUE, 0.15 MI (0.24 KM) TO THE CONTINUATION OF STATE ROAD A1A AK4042'ON THE RIGHT, TURN RIGHT AND GO SOUTH ON STATE ROAD A1A, 1.4 MI AK4042'(2.25 KM) TO A MISSILE TRACKING STATION AND DOLITE RM 3 ON THE LEFT. AK4042'THE STATION IS A U.S. COAST AND GEODETIC SURVEY REFERENCE DISK STAMPED AK4042'---DOLITE R.M. 3 1956--- SET IN A 6 INCH SQUARE CONCRETE MONUMENT AK4042'THAT IS FLUSH WITH THE GROUND. IT IS 49 FT (14.94 M) EAST-NORTHEAST AK4042'OF A 6 FT (1.83 M) CHAIN LINK FENCE, 9.2 FT (2.80 M) NORTH-NORTHWEST AK4042'OF THE NORTH EDGE OF A 4 FT (1.22 M)CONCRETE SIDEWALK, 18.7 FT AK4042'(5.70 M) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A TWO STORY AK4042'CONCRETE BLOCK BUILDING NUMBER 001 AND 23 FT (7.01 M) NORTH-NORTHWEST AK4042'OF THE NORTHEAST CORNER OF THE SAME TWO STORY CONCRETE BLOCK BUILDING AK4042'. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AK7519 *********************************************************************** AK7519 DESIGNATION - DURAN AZ MK 6 AK7519 PID - AK7519 AK7519 STATE/COUNTY- FL/BREVARD AK7519 USGS QUAD - COCOA (1984) AK7519 AK7519 *CURRENT SURVEY CONTROL AK7519 ___________________________________________________________________ AK7519* NAD 83(1999)- 28 15 26.19982(N) 080 44 34.43002(W) ADJUSTED AK7519* NAVD 88 - 7.2 (meters) 24. (feet) GPS OBS AK7519 ___________________________________________________________________ AK7519 X - 904,424.307 (meters) COMP AK7519 Y - -5,549,037.544 (meters) COMP AK7519 Z - 3,001,639.735 (meters) COMP AK7519 LAPLACE CORR- -0.07 (seconds) DEFLEC99 AK7519 ELLIP HEIGHT- -20.97 (meters) (06/11/02) GPS OBS AK7519 GEOID HEIGHT- -28.18 (meters) GEOID99 AK7519 AK7519 HORZ ORDER - FIRST AK7519 ELLP ORDER - FOURTH CLASS I AK7519 AK7519.The horizontal coordinates were established by GPS observations AK7519.and adjusted by the National Geodetic Survey in June 2002. AK7519 AK7519.The orthometric height was determined by GPS observations and a AK7519.high-resolution geoid model. AK7519 AK7519.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7519 AK7519.The Laplace correction was computed from DEFLEC99 derived deflections. AK7519 AK7519.The ellipsoidal height was determined by GPS observations AK7519.and is referenced to NAD 83. AK7519 AK7519.The geoid height was determined by GEOID99. AK7519 AK7519; North East Units Scale Converg. AK7519;SPC FL E - 434,746.017 225,227.354 MT 0.99994903 +0 07 18.2 AK7519;UTM 17 - 3,125,729.665 525,218.746 MT 0.99960785 +0 07 18.2 AK7519 AK7519: Primary Azimuth Mark Grid Az AK7519:SPC FL E - DURAN GPS 6 275 24 25.6 AK7519:UTM 17 - DURAN GPS 6 275 24 25.6 AK7519 AK7519|---------------------------------------------------------------------| AK7519| PID Reference Object Distance Geod. Az | AK7519| dddmmss.s | AK7519| AK7518 DURAN GPS 6 APPROX. 1.2 KM 2753143.8 | AK7519|---------------------------------------------------------------------| AK7519 AK7519 SUPERSEDED SURVEY CONTROL AK7519 AK7519 NAD 83(1990)- 28 15 26.19898(N) 080 44 34.42973(W) AD( ) 1 AK7519 NAD 83(1990)- 28 15 26.19898(N) 080 44 34.42973(W) AD( ) 1 AK7519 ELLIP HT - -20.98 (m) (09/12/94) GP( ) 4 1 AK7519 AK7519.Superseded values are not recommended for survey control. AK7519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7519.See file dsdata.txt to determine how the superseded data were derived. AK7519 AK7519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2521925730(NAD 83) AK7519_MARKER: DD = SURVEY DISK AK7519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK7519_STAMPING: AZIMUTH MARK 6 AK7519_MARK LOGO: DUDA AK7519_MAGNETIC: N = NO MAGNETIC MATERIAL AK7519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK7519+STABILITY: SURFACE MOTION AK7519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7519+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2003 AK7519 AK7519 HISTORY - Date Condition Report By AK7519 HISTORY - 1989 MONUMENTED ALLENG AK7519 HISTORY - 19930902 GOOD GEOBAS AK7519 HISTORY - 20030731 GOOD USPSQD AK7519 AK7519 STATION DESCRIPTION AK7519 AK7519'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993 AK7519'THE STATION IS LOCATED 7 MI (11.27 KM) NORTHWEST OF PALM SHORES AND 6 AK7519'MI (9.66 KM) SOUTH OF ROCKLEDGE IN THE COCOA RANCH OF DUDA LANDS INC. AK7519'FOR ACCESS CONTACT THE RANCH OFFICE. AK7519'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND STATE AK7519'ROAD 519, GO SOUTH ON STATE ROAD 519, 0.5 MI (0.80 KM) TO A FORK IN AK7519'THE ROAD, BEAR LEFT AND GO SOUTH ON A DIRT ROAD, 2.0 MI (3.22 KM) TO AK7519'THE STATION ON THE RIGHT. AK7519'THE STATION IS A DUDA LANDS, INC. DURAN GPS CONTROL STAMPED ---AZIMUTH AK7519'MARK 6--- SET IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. AK7519'IT IS 21.0 FT (6.40 M) WEST OF THE DIRT ROAD, 3.5 FT (1.07 M) WEST OF AK7519'A BARB WIRE FENCE AND 0.4 FT (0.12 M) SOUTHEAST OF A WOODEN POST WITH AK7519'A PVC PIPE ON IT. AK7519'REFERENCES-- AK7519'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST FACE OF A AK7519'POWER POLE ON A MAGNETIC AZIMUTH OF 190 DEGREES AT 51.43 FT (15.68 M) AK7519'. AK7519'IRON ROD AND ---REF. PT. LB 3639--- CAP SET 1 INCH BELOW THE GROUND ON AK7519'A MAGNETIC AZIMUTH OF 305 DEGREES AT 51.43 FT (15.68 M). AK7519 AK7519 STATION RECOVERY (2003) AK7519 AK7519'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPA) AK7519'TO REACH THE STATION FROM INTERSTATE 95 AND SR509 (WICKHAM RD) GO WEST AK7519'ON SR509 FOR .45 MI TO LAKE ANDREW DR, TURN RIGHT, GO NORTH ON LAKE AK7519'ANDREW DR 1.3 MI TO JUDGE FRAN JAMIESON WAY, GO LEFT, WEST, .55 MI TO AK7519'STADIUM PKWY, TURN RIGHT, GO NORTH .5 MI TO VETERANS WAY, TURN LEFT AK7519'AND GO.2 MI TO FRONT OF DEPT OF VETERANS AFFAIRS CLINIC, TURN RIGHT, AK7519'GO NORTH ON DIRT ROAD .2 MI TO STATION. AK7519'PREVIOUS PVC PIPE HAS BEEN REMOVED. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AK1191 *********************************************************************** AK1191 DESIGNATION - E 214 AK1191 PID - AK1191 AK1191 STATE/COUNTY- FL/BREVARD AK1191 USGS QUAD - FALSE CAPE (1984) AK1191 AK1191 *CURRENT SURVEY CONTROL AK1191 ___________________________________________________________________ AK1191* NAD 83(1986)- 28 35 03. (N) 080 34 52. (W) SCALED AK1191* NAVD 88 - 2.577 (meters) 8.45 (feet) ADJUSTED AK1191 ___________________________________________________________________ AK1191 GEOID HEIGHT- -28.17 (meters) GEOID99 AK1191 DYNAMIC HT - 2.573 (meters) 8.44 (feet) COMP AK1191 MODELED GRAV- 979,239.3 (mgal) NAVD 88 AK1191 AK1191 VERT ORDER - FIRST CLASS II AK1191 AK1191.The horizontal coordinates were scaled from a topographic map and have AK1191.an estimated accuracy of +/- 6 seconds. AK1191 AK1191.The orthometric height was determined by differential leveling AK1191.and adjusted by the National Geodetic Survey in June 1991. AK1191 AK1191.The geoid height was determined by GEOID99. AK1191 AK1191.The dynamic height is computed by dividing the NAVD 88 AK1191.geopotential number by the normal gravity value computed on the AK1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK1191.degrees latitude (g = 980.6199 gals.). AK1191 AK1191.The modeled gravity was interpolated from observed gravity values. AK1191 AK1191; North East Units Estimated Accuracy AK1191;SPC FL E - 471,020. 240,980. MT (+/- 180 meters Scaled) AK1191 AK1191 SUPERSEDED SURVEY CONTROL AK1191 AK1191 NGVD 29 - 2.962 (m) 9.72 (f) ADJ UNCH 1 2 AK1191 AK1191.Superseded values are not recommended for survey control. AK1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK1191.See file dsdata.txt to determine how the superseded data were derived. AK1191 AK1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM409619(NAD 83) AK1191_MARKER: DB = BENCH MARK DISK AK1191_SETTING: 30 = CULVERT AK1191_STAMPING: E 214 1964 AK1191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AK1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AK1191+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003 AK1191 AK1191 HISTORY - Date Condition Report By AK1191 HISTORY - 1964 MONUMENTED CGS AK1191 HISTORY - 1976 GOOD NGS AK1191 HISTORY - 20030722 GOOD NIMA AK1191 AK1191 STATION DESCRIPTION AK1191 AK1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 AK1191'AT CAPE KENNEDY COMPLEX 41. AK1191'2 FEET EAST OF THE WEST END OF A CONCRETE CULVERT AND 14 INCHES AK1191'NORTH OF A METAL WITNESS POST AND SIGN. THE DISK IS CEMENTED IN AK1191'A DRILL HOLE IN THE WEST END OF A CONCRETE CULVERT. TO REACH FROM AK1191'THE NORTH GATE ON CAPE KENNEDY, GO NORTH FOR 1.4 MILES TO THE AK1191'ENTRANCE TO COMPLEX 41. TURN LEFT WEST ON THE COMPLEX ROAD FOR AK1191'0.2 MILE. HERE TURN LEFT SOUTH AND SOUTHWEST ON THE COMPLEX AK1191'ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT. AK1191 AK1191 STATION RECOVERY (1976) AK1191 AK1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AK1191'RECOVERED IN GOOD CONDITION. AK1191 AK1191 STATION RECOVERY (2003) AK1191 AK1191'RECOVERY NOTE BY NATIONAL IMAGERY + MAPPING AGENCY 2003 (JMP) AK1191'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AK2839 *********************************************************************** AK2839 DESIGNATION - I95 73 A65 AK2839 PID - AK2839 AK2839 STATE/COUNTY- FL/BREVARD AK2839 USGS QUAD - EAU GALLIE (1988) AK2839 AK2839 *CURRENT SURVEY CONTROL AK2839 ___________________________________________________________________ AK2839* NAD 83(1990)- 28 14 38.31519(N) 080 43 20.01733(W) ADJUSTED AK2839* NAVD 88 - 9.038 (meters) 29.65 (feet) ADJUSTED AK2839 ___________________________________________________________________ AK2839 LAPLACE CORR- -0.21 (seconds) DEFLEC99 AK2839 GEOID HEIGHT- -28.18 (meters) GEOID99 AK2839 DYNAMIC HT - 9.025 (meters) 29.61 (feet) COMP AK2839 MODELED GRAV- 979,187.9 (mgal) NAVD 88 AK2839 AK2839 HORZ ORDER - SECOND AK2839 VERT ORDER - SECOND CLASS II AK2839 AK2839.The horizontal coordinates were established by classical geodetic methods AK2839.and adjusted by the National Geodetic Survey in May 1991. AK2839 AK2839.The orthometric height was determined by differential leveling AK2839.and adjusted by the National Geodetic Survey in June 1991. AK2839 AK2839.The Laplace correction was computed from DEFLEC99 derived deflections. AK2839 AK2839.The geoid height was determined by GEOID99. AK2839 AK2839.The dynamic height is computed by dividing the NAVD 88 AK2839.geopotential number by the normal gravity value computed on the AK2839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2839.degrees latitude (g = 980.6199 gals.). AK2839 AK2839.The modeled gravity was interpolated from observed gravity values. AK2839 AK2839; North East Units Scale Converg. AK2839;SPC FL E - 433,276.481 227,258.939 MT 0.99995034 +0 07 53.2 AK2839;UTM 17 - 3,124,260.630 527,249.638 MT 0.99960916 +0 07 53.2 AK2839 AK2839: Primary Azimuth Mark Grid Az AK2839:SPC FL E - I95 73 A64 166 03 18.5 AK2839:UTM 17 - I95 73 A64 166 03 18.5 AK2839 AK2839|---------------------------------------------------------------------| AK2839| PID Reference Object Distance Geod. Az | AK2839| dddmmss.s | AK2839| AK2838 I95 73 A65 RM 2 20.093 METERS 15558 | AK2839| AK2846 I95 73 A64 APPROX. 1.6 KM 1661111.7 | AK2839| AK2840 I95 73 A65 RM 1 22.052 METERS 35333 | AK2839|---------------------------------------------------------------------| AK2839 AK2839 SUPERSEDED SURVEY CONTROL AK2839 AK2839 NAD 83(1986)- 28 14 38.32156(N) 080 43 20.03158(W) AD( ) 2 AK2839 NAD 27 - 28 14 37.28297(N) 080 43 20.83453(W) AD( ) 2 AK2839 NGVD 29 - 9.47 (m) 31.1 (f) LEVELING 3 AK2839 AK2839.Superseded values are not recommended for survey control. AK2839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2839.See file dsdata.txt to determine how the superseded data were derived. AK2839 AK2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2725024261(NAD 83) AK2839_MARKER: DD = SURVEY DISK AK2839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK2839_STAMPING: I95 73 A65 AK2839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK2839+STABILITY: SURFACE MOTION AK2839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK2839+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2003 AK2839 AK2839 HISTORY - Date Condition Report By AK2839 HISTORY - 1973 MONUMENTED FLDT AK2839 HISTORY - 1973 GOOD FLDT AK2839 HISTORY - 19970518 MARK NOT FOUND FLDEP AK2839 HISTORY - 20030730 GOOD USPSQD AK2839 HISTORY - 20030809 MARK NOT FOUND USPSQD AK2839 AK2839 STATION DESCRIPTION AK2839 AK2839'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1973 (CBM) AK2839'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF PALM SHORES AND AK2839'5-1/2 MILES SOUTH OF ROCKLEDGE, ON INTERSTATE ROUTE 95 HIGHWAY AK2839'RIGHT-OF-WAY. AK2839' AK2839'TO REACH STATION FROM THE INTERSECTION OF U.S. ROUTE 1 AND AK2839'U.S. ROUTE 192 IN MELBOURNE. GO WEST ON U.S. ROUTE 192 FOR 6.25 AK2839'MILES TO INTERSECTION OF INTERSTATE ROUTE 95. TURN RIGHT AND GO AK2839'NORTHERLY ON INTERSTATE ROUTE 95 FOR 10.6 MILES TO BRIDGE OVER AK2839'WICKHAM ROAD. CONTINUE NORTHERLY ON INTERSTATE ROUTE 95 FOR 1.0 AK2839'MILE TO STATION ON RIGHT, EAST SIDE OF NORTHBOUND LANE. AK2839' AK2839'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION AK2839'BRASS DISK, STAMPED I95 73 A65, SET IN ROUND CONCRETE MONUMENT AK2839'THAT IS 4 INCHES BELOW THE GROUND. IT IS 3.8 FEET WEST OF A METAL AK2839'WITNESS POST, 29.6 FEET EAST OF CENTER OF INTERSTATE ROUTE 95 AK2839'NORTHBOUND LANE AND 75.6 FEET WEST OF FENCELINE. AK2839' AK2839'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF AK2839'TRANSPORTATION BRASS DISK, STAMPED I95 73 A65 RM NO 1, SET IN AK2839'TOP OF A ROUND CONCRETE MONUMENT THAT IS 6 INCHES BELOW AK2839'GROUND. IT IS 3.7 FEET WEST OF A METAL WITNESS POST, 39.4 FEET AK2839'EAST OF CENTER OF INTERSTATE ROUTE 95 NORTHBOUND LANE, AND 67.0 AK2839'FEET WEST OF FENCELINE. AK2839' AK2839'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF AK2839'TRANSPORTATION BRASS DISK, STAMPED I95 73 A65 RM NO 2, SET IN AK2839'TOP OF A ROUND CONCRETE MONUMENT THAT IS 4 INCHES BELOW THE AK2839'GROUND. IT IS 3.6 FEET WEST OF A METAL WITNESS POST, 40.2 FEET AK2839'EAST OF CENTER OF INTERSTATE ROUTE 95 NORTHBOUND LANE, AND 66.2 AK2839'FEET WEST OF FENCELINE. AK2839' AK2839'DISTANCE BETWEEN REFERENCE MARK NUMBER 1 AND REFERENCE MARK AK2839'NUMBER 2 IS 41.643 METERS, OR 136.63 FEET. AK2839 AK2839 STATION RECOVERY (1973) AK2839 AK2839'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1973 AK2839'13.4 MI NW FROM WEST MELBOURNE. AK2839'FROM THE INTERSECTION OF STATE ROAD 509 AND U.S. ROUTE 192 IN AK2839'WEST MELBOURNE, PROCEED WEST ON U.S. ROUTE 192 FOR ABOUT 2.0 AK2839'MILES TO INTERSTATE ROUTE 95 THEN NORTH ON INTERSTATE ROUTE 95 AK2839'FOR ABOUT 11.4 MILES AND STATION MARK, WHICH IS SET IN THE TOP AK2839'OF A ROUND CONCRETE MONUMENT 4 INCHES BELOW GROUND. IT IS 29.6 AK2839'FEET EAST OF THE CENTERLINE OF INTERSTATE ROUTE 95 NORTHBOUND AK2839'LANES, 3.8 FEET WEST OF A METAL WITNESS POST AND 75.6 FEET WEST AK2839'OF THE RIGHT OF WAY FENCE. SECTION 10, T 26 S, R 36 E. AK2839 AK2839 STATION RECOVERY (1997) AK2839 AK2839'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (VAJ) AK2839'THE AREA WAS SEARCHED AND THE MARK WAS NOT FOUND. AK2839 AK2839 STATION RECOVERY (2003) AK2839 AK2839'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPA) AK2839'THE MARK WAS LOCATED 7.6' EAST FROM METAL LOCATOR DRIVEN INTO EDGE OF AK2839'ASPHALT SHOULDER OF I95 AK2839 AK2839 STATION RECOVERY (2003) AK2839 AK2839'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPA) AK2839'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AK2762 *********************************************************************** AK2762 DESIGNATION - I95 K 11 AK2762 PID - AK2762 AK2762 STATE/COUNTY- FL/BREVARD AK2762 USGS QUAD - COCOA (1984) AK2762 AK2762 *CURRENT SURVEY CONTROL AK2762 ___________________________________________________________________ AK2762* NAD 83(1986)- 28 16 49. (N) 080 43 57. (W) SCALED AK2762* NAVD 88 - 7.695 (meters) 25.25 (feet) ADJUSTED AK2762 ___________________________________________________________________ AK2762 GEOID HEIGHT- -28.17 (meters) GEOID99 AK2762 DYNAMIC HT - 7.684 (meters) 25.21 (feet) COMP AK2762 MODELED GRAV- 979,193.3 (mgal) NAVD 88 AK2762 AK2762 VERT ORDER - SECOND CLASS I AK2762 AK2762.The horizontal coordinates were scaled from a topographic map and have AK2762.an estimated accuracy of +/- 6 seconds. AK2762 AK2762.The orthometric height was determined by differential leveling AK2762.and adjusted by the National Geodetic Survey in March 2002. AK2762 AK2762.The geoid height was determined by GEOID99. AK2762 AK2762.The dynamic height is computed by dividing the NAVD 88 AK2762.geopotential number by the normal gravity value computed on the AK2762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2762.degrees latitude (g = 980.6199 gals.). AK2762 AK2762.The modeled gravity was interpolated from observed gravity values. AK2762 AK2762; North East Units Estimated Accuracy AK2762;SPC FL E - 437,300. 226,240. MT (+/- 180 meters Scaled) AK2762 AK2762 SUPERSEDED SURVEY CONTROL AK2762 AK2762.No superseded survey control is available for this station. AK2762 AK2762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM262282(NAD 83) AK2762_MARKER: DD = SURVEY DISK AK2762_SETTING: 34 = DUAL BOX CULVERT AK2762_STAMPING: BM I95 K11 AK2762_MARK LOGO: FLDT AK2762_MAGNETIC: N = NO MAGNETIC MATERIAL AK2762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK2762+STABILITY: SURFACE MOTION AK2762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK2762+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2003 AK2762 AK2762 HISTORY - Date Condition Report By AK2762 HISTORY - UNK MONUMENTED FLDT AK2762 HISTORY - 1973 GOOD FLDT AK2762 HISTORY - 19970518 GOOD FLDEP AK2762 HISTORY - 20030802 GOOD USPSQD AK2762 AK2762 STATION DESCRIPTION AK2762 AK2762'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1973 AK2762'10.6 MI S FROM COCOA. AK2762'FROM THE INTERSECTION OF STATE ROAD 520 AND U.S. ROUTE 1 IN AK2762'COCOA, PROCEED WEST ON STATE ROAD 520 FOR ABOUT 4.0 MILES TO AK2762'INTERSTATE ROUTE 95 THEN SOUTH ON INTERSTATE ROUTE 95 FOR ABOUT AK2762'6.6 MILES TO A CONCRETE HEADWALL AND BENCH MARK, WHICH IS SET IN AK2762'THE TOP OF THE EAST CONCRETE HEADWALL OF A BOX CULVERT UNDER AK2762'INTERSTATE ROUTE 95. IT IS 51.9 FEET EAST OF CENTERLINE OF AK2762'INTERSTATE ROUTE 95 NORTHBOUND LANE AND 17.1 FEET SOUTH OF NORTH AK2762'END OF HEADWALL. SECTION 28, T 25 S, R 36 E. AK2762 AK2762 STATION RECOVERY (1997) AK2762 AK2762'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (VAJ) AK2762'RECOVERED IN GOOD CONDITION WITH THIS ADDITION. LOCATED 16.9 FT (5.2 AK2762'M) SOUTH OF A CARSONITE WITNESS POST. AK2762 AK2762 STATION RECOVERY (2003) AK2762 AK2762'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPA) AK2762'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AJ7485 *********************************************************************** AJ7485 DESIGNATION - L 460 AJ7485 PID - AJ7485 AJ7485 STATE/COUNTY- FL/BREVARD AJ7485 USGS QUAD - EAU GALLIE (1988) AJ7485 AJ7485 *CURRENT SURVEY CONTROL AJ7485 ___________________________________________________________________ AJ7485* NAD 83(1986)- 28 13 49. (N) 080 44 04. (W) SCALED AJ7485* NAVD 88 - 7.902 (meters) 25.93 (feet) ADJUSTED AJ7485 ___________________________________________________________________ AJ7485 GEOID HEIGHT- -28.19 (meters) GEOID99 AJ7485 DYNAMIC HT - 7.890 (meters) 25.89 (feet) COMP AJ7485 MODELED GRAV- 979,184.7 (mgal) NAVD 88 AJ7485 AJ7485 VERT ORDER - SECOND CLASS I AJ7485 AJ7485.The horizontal coordinates were scaled from a topographic map and have AJ7485.an estimated accuracy of +/- 6 seconds. AJ7485 AJ7485.The orthometric height was determined by differential leveling AJ7485.and adjusted by the National Geodetic Survey in March 2002. AJ7485.No vertical observational check was made to the station. AJ7485 AJ7485.The geoid height was determined by GEOID99. AJ7485 AJ7485.The dynamic height is computed by dividing the NAVD 88 AJ7485.geopotential number by the normal gravity value computed on the AJ7485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ7485.degrees latitude (g = 980.6199 gals.). AJ7485 AJ7485.The modeled gravity was interpolated from observed gravity values. AJ7485 AJ7485; North East Units Estimated Accuracy AJ7485;SPC FL E - 431,760. 226,060. MT (+/- 180 meters Scaled) AJ7485 AJ7485 SUPERSEDED SURVEY CONTROL AJ7485 AJ7485.No superseded survey control is available for this station. AJ7485 AJ7485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM260227(NAD 83) AJ7485_MARKER: DD = SURVEY DISK AJ7485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ7485_STAMPING: L 460 1997 AJ7485_MARK LOGO: FLDEP AJ7485_MAGNETIC: N = NO MAGNETIC MATERIAL AJ7485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ7485+STABILITY: SURFACE MOTION AJ7485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ7485+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2003 AJ7485 AJ7485 HISTORY - Date Condition Report By AJ7485 HISTORY - 1997 MONUMENTED FLDEP AJ7485 HISTORY - 20021119 GOOD FL-009 AJ7485 HISTORY - 20030802 GOOD USPSQD AJ7485 AJ7485 STATION DESCRIPTION AJ7485 AJ7485'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ) AJ7485'THE MARK IS ABOUT 4.5 MI (7.2 KM) NORTHWEST OF PALM SHORES IN SECTION AJ7485'9, TOWNSHIP 26 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE AJ7485'INTERSECTION OF INTERSTATE 95 AND COUNTY ROAD 509 (WICKHAM ROAD) AJ7485'NORTHWEST OF PALM SHORES, GO WEST ON COUNTY ROAD 509 (WICKHAM ROAD) AJ7485'FOR 1.0 MI (1.6 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A AJ7485'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH AJ7485'WICKHAM ROAD. LOCATED 73.2 FT (22.3 M) NORTH OF THE APPROXIMATE AJ7485'CENTERLINE OF WICKHAM ROAD, 67.4 FT (20.5 M) NORTH OF THE EDGE OF THE AJ7485'PAVEMENT AND 2.8 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST. AJ7485 AJ7485 STATION RECOVERY (2002) AJ7485 AJ7485'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2002 (SRV) AJ7485'RECOVERED IN GOOD CONDITION. AJ7485 AJ7485 STATION RECOVERY (2003) AJ7485 AJ7485'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPA) AJ7485'MARK IS NOW LOCATED 115 FEET NORTH OF CENTERLINE OF NEW WICKHAM RD. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AD9141 *********************************************************************** AD9141 PACS - This is a Primary Airport Control Station. AD9141 DESIGNATION - MLB A AD9141 PID - AD9141 AD9141 STATE/COUNTY- FL/BREVARD AD9141 USGS QUAD - MELBOURNE WEST (1988) AD9141 AD9141 *CURRENT SURVEY CONTROL AD9141 ___________________________________________________________________ AD9141* NAD 83(1999)- 28 06 09.29727(N) 080 38 50.89092(W) ADJUSTED AD9141* NAVD 88 - 7.63 (meters) 25.0 (feet) GPS OBS AD9141 ___________________________________________________________________ AD9141 X - 914,980.826 (meters) COMP AD9141 Y - -5,555,512.193 (meters) COMP AD9141 Z - 2,986,528.365 (meters) COMP AD9141 LAPLACE CORR- -0.51 (seconds) DEFLEC99 AD9141 ELLIP HEIGHT- -20.55 (meters) (05/31/01) GPS OBS AD9141 GEOID HEIGHT- -28.16 (meters) GEOID99 AD9141 AD9141 HORZ ORDER - B AD9141 ELLP ORDER - FIFTH CLASS I AD9141 AD9141.This mark is at Melbourne Airport (MLB) AD9141 AD9141.The horizontal coordinates were established by GPS observations AD9141.and adjusted by the National Geodetic Survey in May 2001. AD9141 AD9141.The orthometric height was determined by GPS observations and a AD9141.high-resolution geoid model. AD9141 AD9141.GPS derived orthometric heights for airport stations designated as AD9141.PACS or SACS are published to 2 decimal places. This maintains AD9141.centimeter relative accuracy between the PACS and SACS. It does AD9141.not indicate centimeter accuracy relative to other marks which are AD9141.part of the NAVD 88 network. AD9141 AD9141.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD9141 AD9141.The Laplace correction was computed from DEFLEC99 derived deflections. AD9141 AD9141.The ellipsoidal height was determined by GPS observations AD9141.and is referenced to NAD 83. AD9141 AD9141.The geoid height was determined by GEOID99. AD9141 AD9141; North East Units Scale Converg. AD9141;SPC FL E - 417,626.747 234,640.730 MT 0.99995598 +0 09 57.8 AD9141;UTM 17 - 3,108,616.236 534,628.911 MT 0.99961480 +0 09 57.8 AD9141 AD9141: Primary Azimuth Mark Grid Az AD9141:SPC FL E - MLB AP STA B 2 087 24 40.5 AD9141:UTM 17 - MLB AP STA B 2 087 24 40.5 AD9141 AD9141|---------------------------------------------------------------------| AD9141| PID Reference Object Distance Geod. Az | AD9141| dddmmss.s | AD9141| AK3028 MLB AP STA B 2 APPROX. 1.6 KM 0873438.3 | AD9141| AK3031 MLB ARP 2 APPROX. 0.9 KM 0963940.5 | AD9141| AK3025 MLB AP STA A 2 APPROX. 1.3 KM 2660359.9 | AD9141|---------------------------------------------------------------------| AD9141 AD9141 SUPERSEDED SURVEY CONTROL AD9141 AD9141 NAD 83(1990)- 28 06 09.29630(N) 080 38 50.89048(W) AD( ) B AD9141 ELLIP HT - -20.57 (m) (07/14/97) GP( ) 1 1 AD9141 AD9141.Superseded values are not recommended for survey control. AD9141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD9141.See file dsdata.txt to determine how the superseded data were derived. AD9141 AD9141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3462908616(NAD 83) AD9141_MARKER: I = METAL ROD AD9141_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AD9141_STAMPING: MLB A 1996 AD9141_MARK LOGO: NGS AD9141_PROJECTION: RECESSED 3 CENTIMETERS AD9141_MAGNETIC: N = NO MAGNETIC MATERIAL AD9141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AD9141+STABILITY: POSITION/ELEVATION WELL AD9141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD9141+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2003 AD9141_ROD/PIPE-DEPTH: 34.1 meters AD9141_SLEEVE-DEPTH : 1 meters AD9141 AD9141 HISTORY - Date Condition Report By AD9141 HISTORY - 1996 MONUMENTED NGS AD9141 HISTORY - 19980312 GOOD NGS AD9141 HISTORY - 20020804 GOOD USPSQD AD9141 HISTORY - 20030807 GOOD USPSQD AD9141 AD9141 STATION DESCRIPTION AD9141 AD9141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (CFS) AD9141'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) WEST OF INTERSTATE 95 AND AD9141'2.0 MI (3.2 KM) NORTHWEST OF MELBOURNE AT THE MELBOURNE INTERNATIONAL AD9141'AIRPORT IN THE NORTHEAST ANGLE FORMED WHERE TAXIWAY QUEBEC CROSSES AD9141'RUNWAY 9R-27L. OWNERSHIP -- CITY OF MELBOURNE, MELBOURNE AIRPORT AD9141'AUTHORITY, 1 AIR TERMINAL PARKWAY, MELBOURNE, FL 32901. AIRPORT AD9141'MANAGER - ED FOSTER, TELEPHONE (407) 723-6227, AIRPORT FACILITIES AD9141'MANAGER - GEORGE LYMAN, TELEPHONE (407) 724-0320. PERMISSION AD9141'NECESSARY TO ENTER AIRPORT. TO REACH THE STATION FROM THE JUNCTION OF AD9141'INTERSTATE 95 AND U.S. HIGHWAY 192 (NEW HAVEN AVE) AT THE INTERSTATE AD9141'95 EXIT 71 ON THE WEST SIDE OF MELBOURNE, GO EAST ON U.S. HIGHWAY 192 AD9141'FOR 3.15 MI (5.07 KM) TO EVANS ROAD ON THE LEFT, TURN LEFT AND GO AD9141'NORTH ON EVANS ROAD FOR 1.0 MI (1.6 KM) TO NASA BLVD ON THE RIGHT. AD9141'TURN RIGHT AND GO EASTERLY ON NASA BLVD FOR 1.8 MI (2.9 KM) TO AIRPORT AD9141'BLVD ON THE LEFT AT SIGNAL LIGHT. TURN LEFT AND GO NORTHEAST ON AD9141'AIRPORT BLVD FOR 0.05 MI (0.08 KM) TO ED FOSTER ROAD ON THE LEFT. AD9141'TURN LEFT AND GO NORTH ON ED FOSTER ROAD FOR 0.15 MI (0.24 KM) TO AD9141'LOCKED GATE ON THE LEFT WHERE ROAD CURVES TO THE RIGHT. PASS THRU THE AD9141'GATE, BEAR RIGHT AND GO NORTH ON TAXIWAY UNIFORM (CLOSED RUNWAY) FOR AD9141'0.6 MI (1.0 KM) CROSSING MAIN INTERSECTION TO TAXIWAY KILO. TURN LEFT AD9141'AND GO WEST ALONG NORTH EDGE OF RUNWAY 27L FOR 1.1 MI (1.8 KM) AD9141'CROSSING TAXIWAY CHARLIE TO THE STATION ON THE RIGHT JUST BEFORE AD9141'CROSSING TAXIWAY QUEBEC. THE STATION IS 70.95 M (232.78 FT) NORTH OF AD9141'THE APPROXIMATE CENTERLINE OF RUNWAY 9R-27L, 35.13 M (115.26 FT) NORTH AD9141'OF THE NORTHWEST CORNER OF A 8-FT BY 10-FT CONCRETE BASE FOR A SINGLE AD9141'PANEL TAXIWAY QUEBEC SIGN ON NORTH SIDE OF RUNWAY 9R-27L, 28.59 M AD9141'(93.80 FT) EAST OF APPROXIMATE CENTERLINE OF TAXIWAY QUEBEC, 13.77 M AD9141'(45.18 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE BASE FOR A 4-PANEL AD9141'RUNWAY-TAXIWAY MARKER SIGN, AND 11.15 M (36.58 FT) SOUTH OF OF WITNESS AD9141'POST SET ON THE SOUTH EDGE OF A DRAINAGE DITCH. THIS IS THE PRIMARY AD9141'AIRPORT CONTROL STATION. WJR AD9141 AD9141 STATION RECOVERY (1998) AD9141 AD9141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL) AD9141'RECOVERED AS DESCRIBED. AD9141 AD9141 STATION RECOVERY (2002) AD9141 AD9141'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AD9141'RECOVERED IN GOOD CONDITION. AD9141 AD9141 STATION RECOVERY (2003) AD9141 AD9141'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF) AD9141'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AK3028 *********************************************************************** AK3028 SACS - This is a Secondary Airport Control Station. AK3028 DESIGNATION - MLB AP STA B 2 AK3028 PID - AK3028 AK3028 STATE/COUNTY- FL/BREVARD AK3028 USGS QUAD - MELBOURNE WEST (1988) AK3028 AK3028 *CURRENT SURVEY CONTROL AK3028 ___________________________________________________________________ AK3028* NAD 83(1999)- 28 06 11.46126(N) 080 37 53.11978(W) ADJUSTED AK3028* NAVD 88 - 5.979 (meters) 19.62 (feet) ADJUSTED AK3028 ___________________________________________________________________ AK3028 X - 916,531.446 (meters) COMP AK3028 Y - -5,555,223.308 (meters) COMP AK3028 Z - 2,986,586.349 (meters) COMP AK3028 LAPLACE CORR- -0.55 (seconds) DEFLEC99 AK3028 ELLIP HEIGHT- -22.20 (meters) (02/07/02) GPS OBS AK3028 GEOID HEIGHT- -28.16 (meters) GEOID99 AK3028 DYNAMIC HT - 5.970 (meters) 19.59 (feet) COMP AK3028 MODELED GRAV- 979,176.1 (mgal) NAVD 88 AK3028 AK3028 HORZ ORDER - FIRST AK3028 VERT ORDER - FIRST CLASS I AK3028 ELLP ORDER - FOURTH CLASS I AK3028 AK3028.This mark is at Melbourne Airport (MLB) AK3028 AK3028.The horizontal coordinates were established by GPS observations AK3028.and adjusted by the National Geodetic Survey in June 2001. AK3028 AK3028.The orthometric height was determined by differential leveling AK3028.and adjusted by the National Geodetic Survey in June 1991. AK3028 AK3028.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK3028 AK3028.The Laplace correction was computed from DEFLEC99 derived deflections. AK3028 AK3028.The ellipsoidal height was determined by GPS observations AK3028.and is referenced to NAD 83. AK3028 AK3028.The geoid height was determined by GEOID99. AK3028 AK3028.The dynamic height is computed by dividing the NAVD 88 AK3028.geopotential number by the normal gravity value computed on the AK3028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK3028.degrees latitude (g = 980.6199 gals.). AK3028 AK3028.The modeled gravity was interpolated from observed gravity values. AK3028 AK3028; North East Units Scale Converg. AK3028;SPC FL E - 417,698.033 236,217.422 MT 0.99995736 +0 10 25.0 AK3028;UTM 17 - 3,108,687.498 536,205.064 MT 0.99961618 +0 10 25.0 AK3028 AK3028: Primary Azimuth Mark Grid Az AK3028:SPC FL E - MLB ARP 2 255 27 29.9 AK3028:UTM 17 - MLB ARP 2 255 27 29.9 AK3028 AK3028|---------------------------------------------------------------------| AK3028| PID Reference Object Distance Geod. Az | AK3028| dddmmss.s | AK3028| AK3031 MLB ARP 2 APPROX. 0.7 KM 2553754.9 | AK3028| AD9141 MLB A APPROX. 1.6 KM 2673505.6 | AK3028|---------------------------------------------------------------------| AK3028 AK3028 SUPERSEDED SURVEY CONTROL AK3028 AK3028 ELLIP HT - -22.23 (m) (06/19/01) GP( ) 4 1 AK3028 NAD 83(1990)- 28 06 11.46040(N) 080 37 53.11947(W) AD( ) 1 AK3028 ELLIP HT - -22.20 (m) (01/31/95) GP( ) 5 1 AK3028 NGVD 29 - 6.407 (m) 21.02 (f) ADJUSTED 1 1 AK3028 AK3028.Superseded values are not recommended for survey control. AK3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK3028.See file dsdata.txt to determine how the superseded data were derived. AK3028 AK3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3620508687(NAD 83) AK3028_MARKER: DT = TOPOGRAPHIC STATION DISK AK3028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK3028_STAMPING: AP 1963 STA B2 AK3028_MARK LOGO: CGS AK3028_MAGNETIC: O = OTHER; SEE DESCRIPTION AK3028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK3028+STABILITY: SURFACE MOTION AK3028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK3028+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2003 AK3028 AK3028 HISTORY - Date Condition Report By AK3028 HISTORY - 1963 MONUMENTED CGS AK3028 HISTORY - 1973 GOOD NGS AK3028 HISTORY - 1977 GOOD NGS AK3028 HISTORY - 1979 GOOD FLDNR AK3028 HISTORY - 19890615 GOOD CGS AK3028 HISTORY - 19940105 GOOD NOS AK3028 HISTORY - 19960123 GOOD NGS AK3028 HISTORY - 20020804 GOOD USPSQD AK3028 HISTORY - 20030803 GOOD USPSQD AK3028 AK3028 STATION DESCRIPTION AK3028 AK3028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 AK3028'T FROM AT CAPE KENNEDY REGIONAL AIRPOR. AK3028'AT THE CAPE KENNEDY REGIONAL AIRPORT, ABOUT 0.6 MILE NORTH ACROSS AK3028'RUNWAYS FROM THE ADMINISTRATION BUILDING, 208.6 FEET NORTHEAST OF AK3028'THE CENTERLINE END OF RUNWAY 27, 128.5 FEET NORTHEAST OF THE MOST AK3028'NORTHERLY THRESHOLD LIGHT, 86.6 FEET NORTH OF THE NORTH EDGE OF THE AK3028'RUNWAY, 64.5 FEET SOUTHWEST OF THE CENTERLINE OF A TAXIWAY, 1 AK3028'FOOT WEST OF A METAL WITNESS POST AND ABOUT LEVEL WITH THE RUNWAY AK3028'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. AK3028'SEC 28, T 27 S, R 37 E AK3028 AK3028 STATION RECOVERY (1977) AK3028 AK3028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 AK3028'RECOVERED IN GOOD CONDITION. AK3028 AK3028 STATION RECOVERY (1979) AK3028 AK3028'RECOVERY NOTE BY FL DEPT OF NAT RES 1979 AK3028'RECOVERED IN GOOD CONDITION. AK3028 AK3028 STATION RECOVERY (1989) AK3028 AK3028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1989 AK3028'THE STATION IS LOCATED AT THE APPROACH END OF RUNWAY 27 20.86 FT (6.36 AK3028'M) NORTHEAST OF THE CENTERLINE END LINE OF RUNWAY 27 128.5 FT (39.2 M) AK3028'NORTHEAST OF THE MOST NORTHERLY THRESHOLD LIGHT 86.6 FT (26.4 M) NORTH AK3028'OF THE NORTH EDGE OF RUNWAY 9-27 EXTENDED AND 64.5 FT (19.7 M) WEST OF AK3028'THE CENTERLINE OF THE NORTHWEST-SOUTHEAST TAXIWAY THE STATION IS A AK3028'STANDARD TOPOGRAPHIC DISK STAMPED AP 1963 STA B2 SET IN THE TOP OF A AK3028'CONCRETE POST FLUSH WITH THE GROUND. AK3028 AK3028 STATION RECOVERY (1994) AK3028 AK3028'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JDR) AK3028'LOCATED AT THE MELBOURNE INTERNATIONAL AIRPORT, NORTHEAST OF THE CITY AK3028'OF MELBOURNE, FL WHICH IS 4.5 MI (7.2 KM) EAST OF I-95, 1.5 MI (2.4 AK3028'KM) NORTH OF U.S. 192, AND 1 MI (1.6 KM) WEST OF U.S. 1. MARK IS AK3028'LOCATED IN THE EASTERN SECTION OF THE AIRPORT JUST NORTH OF THE AK3028'APPROACH END OF RUNWAY 27L. TO REACH THE STATION FROM THE EAST SIDE OF AK3028'THE TERMINAL BUILDING, PROCEED NORTH ACCROSS THE RAMP TO TAXIWAY T. AK3028'HEAD NORTH ALONG TAXIWAY T FOR 0.5 MI (0.8 KM) TO THE MAIN AK3028'INTERSECTION OF RUNWAY 4-22 AND RUNWAY 9R-27L. BEAR LEFT HEADING AK3028'NORTHWEST THRU THE MAIN INTERSECTION FOR 0.15 MI (0.24 KM) TO THE AK3028'NORTH SIDE OF END OF RUNWAY 27L AND THE STATION. IT IS 208.6 FT (63.6 AK3028'M) NORTHEAST OF THE CENTERLINE END OF RUNWAY 27L, 128.5 FT (39.2 M) AK3028'NORTHEAST OF THE MOST NORTHERLY THRESHOLD LIGHT, 86.6 FT (26.4 M) AK3028'NORTH OF THE NORTH EDGE OF RUNWAY 9R-27L EXTENDED, 64.5 FT (19.7 M) AK3028'WEST OF THE CENTERLINE TAXIWAY K, AND 0.9 FT (27.4 CM) EAST OF A AK3028'WITNESS POST. STATION IS A STANDARD TOPOGRAPHIC DISK SET IN TOP OF A AK3028'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. DISK IS STAMPED - AP AK3028'1963 STA B2. AK3028 AK3028 STATION RECOVERY (1996) AK3028 AK3028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW) AK3028'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) WEST OF INTERSTATE 95 AND AK3028'2.0 MI (3.2 KM) NORTHWEST OF MELBOURNE ON THE MELBOURNE INTERNATIONAL AK3028'AIRPORT, IN THE NORTHWEST ANGLE FORMED BY THE JUNCTION OF TAXIWAY KILO AK3028'AND RUNWAY 27L ON THE EASTERN END OF THE AIRPORT. OWNERSHIP -- CITY AK3028'OF MELBOURNE, MELBOURNE AIRPORT AUTHORITY, 1 AIR TERMINAL PARKWAY, AK3028'MELBOURNE, FL 32901. AIRPORT MANAGER - ED FOSTER, TELEPHONE (407) AK3028'723-6227. AIRPORT FACILITIES MANAGER - GEORGE LYMAN, TELEPHONE (407) AK3028'724-0320. PERMISSION NECESSARY TO ENTER AIRPORT. TO REACH THE AK3028'STATION FROM THE JUNCTION OF INTERSTATE 95 AND U.S. HIGHWAY 192 (NEW AK3028'HAVEN AVE) AT INTERSTATE 95 EXIT 71 ON THE WEST SIDE OF MELBOURNE, GO AK3028'EAST ON U.S. HIGHWAY 192 FOR 3.15 MI (5.07 KM) TO EVANS ROAD ON THE AK3028'LEFT. TURN LEFT AND GO NORTH ON EVANS ROAD FOR 1.0 MI (1.6 KM) TO AK3028'NASA BLVD ON THE RIGHT. TURN RIGHT AND GO EASTERLY ON NASA BLVD FOR AK3028'1.8 MI (2.9 KM) TO AIRPORT BLVD ON THE LEFT. TURN LEFT AND GO AK3028'NORTHEAST ON AIRPORT BLVD FOR 0.05 MI (0.08 KM) TO ED FOSTER ROAD ON AK3028'THE LEFT. TURN LEFT AND GO NORTH ON ED FOSTER ROAD FOR 0.15 MI (0.24 AK3028'KM) TO LOCKED GATE ON THE LEFT WHERE ROAD CURVES TO THE RIGHT. PASS AK3028'THRU GATE AND BEAR RIGHT GOING NORTH ON TAXIWAY UNIFORM (CLOSED AK3028'RUNWAY) FOR 0.6 MI (1.0 KM) CROSSING MAIN INTERSECTION TO TAXIWAY KILO AK3028'AND THE STATION ON THE LEFT BEFORE REACHING THE TAXIWAY SIGN. THE AK3028'STATION IS SET IN THE TOP OF A 0.8-FT ROUND CONCRETE POST 0.2-FT BELOW AK3028'THE SURFACE. IT IS 36.73 M (120.51 FT) EAST OF REIL LIGHT SET IN AK3028'2.5-FT BY 5.0-FT CONCRETE PAD, 25.94 M (85.10 FT) WEST OF CENTER OF AK3028'1.1-FT ROUND METAL WIREING CAN COVER SET IN CONCRETE NEAR ANGLE WHERE AK3028'TAXIWAY KILO AND RUNWAY 27L MEET, 20.03 M (65.72 FT) SOUTHWEST OF AK3028'APPROXIMATE CENTERLINE OF TAXIWAY KILO, 13.38 M (43.90 FT) SOUTHEAST AK3028'OF SOUTH CORNER OF CONCRETE BASE FOR 3 PANEL (U-T-D) TAXIWAY SIGN, AND AK3028'0.37 M (1.21 FT) SOUTHWEST OF METAL WITNESS POST AND SIGN. THIS IS A AK3028'SECONDARY AIRPORT CONTROL STATION. WJR AK3028 AK3028 STATION RECOVERY (2002) AK3028 AK3028'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK3028'RECOVERED IN GOOD CONDITION. AK3028 AK3028 STATION RECOVERY (2003) AK3028 AK3028'RECOVERY NOTE BY US POWER SQUADRON 2003 (ALF) AK3028'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AK3031 *********************************************************************** AK3031 DESIGNATION - MLB ARP 2 AK3031 PID - AK3031 AK3031 STATE/COUNTY- FL/BREVARD AK3031 USGS QUAD - MELBOURNE WEST (1988) AK3031 AK3031 *CURRENT SURVEY CONTROL AK3031 ___________________________________________________________________ AK3031* NAD 83(1999)- 28 06 05.86466(N) 080 38 17.75549(W) ADJUSTED AK3031* NAVD 88 - 6.999 (meters) 22.96 (feet) ADJUSTED AK3031 ___________________________________________________________________ AK3031 X - 915,881.286 (meters) COMP AK3031 Y - -5,555,413.697 (meters) COMP AK3031 Z - 2,986,434.858 (meters) COMP AK3031 LAPLACE CORR- -0.54 (seconds) DEFLEC99 AK3031 ELLIP HEIGHT- -21.18 (meters) (02/07/02) GPS OBS AK3031 GEOID HEIGHT- -28.16 (meters) GEOID99 AK3031 DYNAMIC HT - 6.989 (meters) 22.93 (feet) COMP AK3031 MODELED GRAV- 979,175.5 (mgal) NAVD 88 AK3031 AK3031 HORZ ORDER - B AK3031 VERT ORDER - FIRST CLASS I AK3031 ELLP ORDER - FOURTH CLASS I AK3031 AK3031.This mark is at Melbourne Airport (MLB) AK3031 AK3031.The horizontal coordinates were established by GPS observations AK3031.and adjusted by the National Geodetic Survey in June 2001. AK3031 AK3031.The orthometric height was determined by differential leveling AK3031.and adjusted by the National Geodetic Survey in June 1991. AK3031 AK3031.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK3031 AK3031.The Laplace correction was computed from DEFLEC99 derived deflections. AK3031 AK3031.The ellipsoidal height was determined by GPS observations AK3031.and is referenced to NAD 83. AK3031 AK3031.The geoid height was determined by GEOID99. AK3031 AK3031.The dynamic height is computed by dividing the NAVD 88 AK3031.geopotential number by the normal gravity value computed on the AK3031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK3031.degrees latitude (g = 980.6199 gals.). AK3031 AK3031.The modeled gravity was interpolated from observed gravity values. AK3031 AK3031; North East Units Scale Converg. AK3031;SPC FL E - 417,523.739 235,545.493 MT 0.99995676 +0 10 13.4 AK3031;UTM 17 - 3,108,513.263 535,533.365 MT 0.99961558 +0 10 13.4 AK3031 AK3031: Primary Azimuth Mark Grid Az AK3031:SPC FL E - MLB AP STA B 2 075 27 29.9 AK3031:UTM 17 - MLB AP STA B 2 075 27 29.9 AK3031 AK3031|---------------------------------------------------------------------| AK3031| PID Reference Object Distance Geod. Az | AK3031| dddmmss.s | AK3031| AK3028 MLB AP STA B 2 APPROX. 0.7 KM 0753743.3 | AK3031|---------------------------------------------------------------------| AK3031 AK3031 SUPERSEDED SURVEY CONTROL AK3031 AK3031 ELLIP HT - -21.20 (m) (06/19/01) GP( ) 4 1 AK3031 NAD 83(1990)- 28 06 05.86380(N) 080 38 17.75518(W) AD( ) B AK3031 ELLIP HT - -21.17 (m) (01/31/95) GP( ) 5 1 AK3031 NGVD 29 - 7.427 (m) 24.37 (f) ADJ UNCH 1 1 AK3031 AK3031.Superseded values are not recommended for survey control. AK3031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK3031.See file dsdata.txt to determine how the superseded data were derived. AK3031 AK3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3553308513(NAD 83) AK3031_MARKER: DT = TOPOGRAPHIC STATION DISK AK3031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK3031_STAMPING: ARP 2 1963 AK3031_MARK LOGO: CGS AK3031_MAGNETIC: O = OTHER; SEE DESCRIPTION AK3031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK3031+STABILITY: SURFACE MOTION AK3031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK3031+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2003 AK3031 AK3031 HISTORY - Date Condition Report By AK3031 HISTORY - 1963 MONUMENTED CGS AK3031 HISTORY - 1965 GOOD NGS AK3031 HISTORY - 1983 GOOD CGS AK3031 HISTORY - 19890615 GOOD CGS AK3031 HISTORY - 19940105 GOOD NOS AK3031 HISTORY - 19960123 GOOD NGS AK3031 HISTORY - 20020804 GOOD USPSQD AK3031 HISTORY - 20030807 GOOD USPSQD AK3031 AK3031 STATION DESCRIPTION AK3031 AK3031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AK3031'AT JFK MEMORIAL AIRPORT. AK3031'AT THE JOHN F. KENNEDY MEMORIAL AIRPORT, ABOUT 0.5 MILE NORTHWEST AK3031'AND ACROSS FIELD FROM THE ADMINISTRATION BUILDING, ABOUT 0.1 AK3031'MILE SOUTHEAST OF THE JUNCTION OF THE EAST-WEST RUNWAY AND A TAXI AK3031'STRIP, 275 1/2 FEET NORTHEAST OF THE EAST END OF A 24-INCH PIPE AK3031'CULVERT UNDER TAXI STRIP, 200 FEET SOUTH OF THE SOUTH EDGE OF AK3031'EAST-WEST RUNWAY, 203 1/2 FEET SOUTHWEST OF THE THIRD RUNWAY AK3031'LIGHT EAST OF THE TAXI STRIP, 99 FEET NORTH OF THE CENTER OF A AK3031'DRAINAGE DITCH, 0.9 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT AK3031'LEVEL WITH THE RUNWAY AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT AK3031'UNDERGROUND. IN SECTION 28, R 37 E, T 27 S. NOTE-- THIS MARK IS AK3031'SUPPOSE TO BE NEAR THE CENTER OF THE AIRPORT AND MAY BE DESTROYED AK3031'WHEN A NEW NORTH-SOUTH RUNWAY IS BUILT. AK3031 AK3031 STATION RECOVERY (1983) AK3031 AK3031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1983 AK3031'RECOVERED IN GOOD CONDITION. AK3031 AK3031 STATION RECOVERY (1989) AK3031 AK3031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1989 AK3031'THE STATION IS LOCATED NEAR THE CENTER OF RUNWAY 9/27 IN THE GRASS AK3031'ISLAND FORMED BY RUNWAY 9/27 TAXIWAY R TAXIWAY A AND TAXIWAY C 274.2 AK3031'FT (83.6 M) SOUTH OF THE CENTERLINE OF THE RUNWAY 211.2 FT (64.4 M) AK3031'SOUTHWEST OF THE CENTER OF AN OLD RUNWAY LIGHT BASE WITH A CHISELED AK3031'SQUARE 197.5 FT (60.2 M) SOUTHEAST OF THE CENTER OF AN OLD RUNWAY AK3031'LIGHT BASE WITH A CHISELED SQUARE 269.6 FT (82.2 M) EAST OF THE CENTER AK3031'OF THE NORTH END OF A CULVERT HEADWALL 100 FT (30.5 M) NORTH OF A AK3031'SHALLOW DITCH AND 0.8 FT (24.4 CM) SOUTHWEST OF A WITNESS POST THE AK3031'STATION IS MARKED WITH A STANDARD CGS TOPOGRAPHIC STATION DISK STAMPED AK3031'ARP 2 1963 SET IN THE TOP OF A CONCRETE MONUMENT THAT IS ABOUT 0.1 FT AK3031'(3.0 CM) BELOW THE SURFACE OF THE GROUND. AK3031 AK3031 STATION RECOVERY (1994) AK3031 AK3031'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JDR) AK3031'LOCATED AT THE MELBOURNE INTERNATIONAL AIRPORT, NORTHEAST OF THE CITY AK3031'OF MELBOURNE, FL WHICH IS 4.5 MI (7.2 KM) EAST OF I-95, 1.5 MI (2.4 AK3031'KM) NORTH OF U.S. 192, AND 1 MI (1.6 KM) WEST OF U.S. 1. MARK IS AK3031'LOCATED IN THE EASTERN SECTION OF THE AIRPORT IN THE GRASS ISLAND AK3031'FORMED BY RUNWAY 9R-27L, TAXIWAY A, TAXIWAY R, AND TAXIWAY C. TO REACH AK3031'THE STATION FROM THE EAST SIDE OF THE TERMINAL BUILDING, PROCEED AK3031'NORTHWEST ACCROSS THE RAMP 0.1 MI (0.2 KM) TO THE INTERSECTION OF AK3031'TAXIWAY A AND RUNWAY 4-22. CONTINUE NORTHWEST ACCROSS RUNWAY ALONG AK3031'TAXIWAY A FOR 0.4 MI (0.6 KM) AND THE STATION ON THE RIGHT. IT IS AK3031'274.2 FT (83.6 M) SOUTH OF THE CENTERLINE OF THE RUNWAY, 269.6 FT AK3031'(82.2 M) EAST OF THE CENTER OF THE NORTH END OF A CULVERT HEADWALL, AK3031'211.2 FT (64.4 M) SOUTHWEST OF THE CENTER OF AN OLD RUNWAY LIGHT BASE AK3031'WITH A CHISLED SQUARE, 197.5 FT (60.2 M) SOUTHEAST OF AN OLD RUNWAY AK3031'LIGHT BASE WITH A CHISLED SQUARE, 100 FT (30.5 M) NORTH OF A SHALLOW AK3031'DITCH, AND 0.8 FT (24.4 CM) SOUTHWEST OF A WITNESS POST. STATION IS A AK3031'STANDARD TOPOGRAPHIC DISK SET IN TOP OF A CONCRETE MONUMENT THAT IS AK3031'ABOUT 0.1 FT (3.0 CM) BELOW GROUND SURFACE. DISK IS STAMPED - ARP 2 AK3031'1963. AK3031 AK3031 STATION RECOVERY (1996) AK3031 AK3031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW) AK3031'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) WEST OF INTERSTATE 95 AND AK3031'2.0 MI (3.2 KM) NORTHWEST OF MELBOURNE ON THE MELBOURNE INTERNATIONAL AK3031'AIRPORT, EAST OF THE CONTROL TOWER AND SOUTHWEST OF THE VOR IN A AK3031'GRASSY AREA BORDERED BY RUNWAY 9R-27L AND TAXIWAYS ALPHA, CHARLIE AND AK3031'ROMEO. OWNERSHIP -- CITY OF MELBOURNE, MELBOURNE AIRPORT AUTHORITY, 1 AK3031'AIR TERMINAL PARKWAY, MELBOURNE, FL 32901. AIRPORT MANAGER - ED AK3031'FOSTER, TELEPHONE (407) 723-6227. AIRPORT FACILITIES MANAGER - GEORGE AK3031'LYMAN, TELEPHONE (407) 724-0320. PERMISSION NECESSARY TO ENTER AK3031'AIRPORT. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND AK3031'U.S. HIGHWAY 192 (NEW HAVEN AVE) AT INTERSTATE 95 EXIT 71 ON THE WEST AK3031'SIDE OF MELBOURNE, GO EAST ON U.S. HIGHWAY 192 FOR 3.15 MI (5.07 KM) AK3031'TO EVANS ROAD ON THE LEFT. TURN LEFT AND GO NORTH ON EVANS ROAD FOR AK3031'1.0 MI (1.6 KM) TO NASA BLVD ON THE RIGHT. TURN RIGHT AND GO EASTERLY AK3031'ON NASA BLVD FOR 1.8 MI (2.9 KM) TO AIRPORT BLVD ON THE LEFT. TURN AK3031'LEFT AND GO NORTHEAST ON AIRPORT BLVD FOR 0.05 MI (0.08 KM) TO ED AK3031'FOSTER ROAD ON THE LEFT. TURN LEFT AND GO NORTH ON ED FOSTER ROAD FOR AK3031'0.15 MI (0.24 KM) TO LOCKED GATE ON THE LEFT WHERE ROAD CURVES TO THE AK3031'RIGHT. PASS THRU GATE AND BEAR RIGHT GOING NORTH ON TAXIWAY UNIFORM AK3031'(CLOSED RUNWAY) FOR 0.6 MI (1.0 KM) CROSSING MAIN INTERSECTION TO AK3031'TAXIWAY KILO. TURN LEFT AND GO WEST ALONG THE NORTH SIDE OF RUNWAY AK3031'27L FOR 0.4 MI (0.6 KM) TO A POINT BEFORE REACHING THE 7,000-FOOT AK3031'SIGN, TURN LEFT AND GO SOUTH FOR 0.1 MI (0.2 KM) CROSSING RUNWAY 27L AK3031'TO THE STATION. THE STATION IS SET IN THE TOP OF A 0.7-FT ROUND AK3031'CONCRETE POST 0.2-FT BELOW THE SURFACE. IT IS 80.47 M (264.01 FT) AK3031'EAST-NORTHEAST OF TOP CENTER OF SLOPING CONCRETE DRAIN CULVERT, 60.4 M AK3031'(198.2 FT) NORTH OF TAXIWAY LIGHT ON NORTH SIDE OF TAXIWAY ALFA, 59.93 AK3031'M (196.62 FT) SOUTH OF RUNWAY LIGHT ON SOUTH SIDE OF RUNWAY 9R-27L, AK3031'AND 0.25 M (0.82 FT) SOUTH-SOUTHWEST OF METAL WITNESS POST AND SIGN. AK3031'THIS IS A SECONDARY AIRPORT CONTROL STATION. WJR AK3031 AK3031 STATION RECOVERY (2002) AK3031 AK3031'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK3031'SUGGEST COMMENT BE ADDED- LOCATED EAST OF TAXIWAY C AK3031 AK3031 STATION RECOVERY (2003) AK3031 AK3031'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF) AK3031'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AK5748 *********************************************************************** AK5748 DESIGNATION - REF PT TO NE CORNER OF RES AK5748 PID - AK5748 AK5748 STATE/COUNTY- FL/BREVARD AK5748 USGS QUAD - COCOA BEACH (1976) AK5748 AK5748 *CURRENT SURVEY CONTROL AK5748 ___________________________________________________________________ AK5748* NAD 83(1990)- 28 16 18.28358(N) 080 36 21.50857(W) ADJUSTED AK5748* NAVD 88 - 4. (meters) 13. (feet) SCALED AK5748 ___________________________________________________________________ AK5748 LAPLACE CORR- -0.56 (seconds) DEFLEC99 AK5748 GEOID HEIGHT- -28.22 (meters) GEOID99 AK5748 AK5748 HORZ ORDER - SECOND AK5748 AK5748.The horizontal coordinates were established by classical geodetic methods AK5748.and adjusted by the National Geodetic Survey in May 1991. AK5748 AK5748.The orthometric height was scaled from a topographic map. AK5748 AK5748.The Laplace correction was computed from DEFLEC99 derived deflections. AK5748 AK5748.The geoid height was determined by GEOID99. AK5748 AK5748; North East Units Scale Converg. AK5748;SPC FL E - 436,385.452 238,657.307 MT 0.99995961 +0 11 11.9 AK5748;UTM 17 - 3,127,368.541 538,644.117 MT 0.99961843 +0 11 11.9 AK5748 AK5748 SUPERSEDED SURVEY CONTROL AK5748 AK5748 NAD 83(1986)- 28 16 18.28947(N) 080 36 21.52237(W) AD( ) 2 AK5748 NAD 27 - 28 16 17.25760(N) 080 36 22.33420(W) AD( ) 2 AK5748 AK5748.Superseded values are not recommended for survey control. AK5748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5748.See file dsdata.txt to determine how the superseded data were derived. AK5748 AK5748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3864427369(NAD 83) AK5748_MARKER: DS = TRIANGULATION STATION DISK AK5748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK5748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK5748+STABILITY: SURFACE MOTION AK5748 AK5748 HISTORY - Date Condition Report By AK5748 HISTORY - 1953 MONUMENTED CGS AK5748 HISTORY - 1990 MARK NOT FOUND USPSQD AK5748 HISTORY - 19950222 MARK NOT FOUND USPSQD AK5748 HISTORY - 20030801 MARK NOT FOUND USPSQD AK5748 AK5748 STATION DESCRIPTION AK5748 AK5748'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ) AK5748'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF COCOA BEACH AND AK5748'NEAR THE NORTHEAST CORNER OF PATRICK AIR FORCE BASE. IT IS 22 AK5748'FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE. THE MARK AK5748'IS A BRASS DISK SET IN A 6 INCH SQUARE CONCRETE POST WHICH IS AK5748'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED AK5748'REF. PT. TO NE. COR. OF RES. N 16 45 15 E. AK5748' AK5748'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION AK5748'PATRICK N BASE TO REF. PT. TO NE. COR. OF RES. IT IS AK5748'13.269 METERS OR 43.53 FEET, SOUTHWEST OF THE STATION. AK5748' AK5748'A TRAVERSE CONNECTION WAS MADE FROM STATION SAL (AFMTC) TO AK5748'REF. PT. TO NE. COR. OF RES. IT IS 24.800 METERS OR 81.36 AK5748'FEET SOUTH-SOUTHWEST OF THE STATION. AK5748' AK5748'THESE TRAVERSE CONNECTIONS WERE MADE IN ORDER TO MAKE A AK5748'CONNECTION TO CINETHEODOLITE NO. 3. AK5748' AK5748'TO REACH THE STATION FROM THE NORTH GATE TO PATRICK AIR AK5748'FORCE BASE, GO EAST ALONG THE NORTH BOUNDARY FENCE FOR AK5748'ABOUT 0.1 MILE TO THE MARK ON THE RIGHT. AK5748 AK5748 STATION RECOVERY (1990) AK5748 AK5748'RECOVERY NOTE BY US POWER SQUADRON 1990 (GVK) AK5748'MARK NOT FOUND. AK5748 AK5748 STATION RECOVERY (1995) AK5748 AK5748'RECOVERY NOTE BY US POWER SQUADRON 1995 AK5748'MARK NOT FOUND. AK5748 AK5748 STATION RECOVERY (2003) AK5748 AK5748'RECOVERY NOTE BY US POWER SQUADRON 2003 (AB) AK5748'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AK2821 *********************************************************************** AK2821 DESIGNATION - SAL AK2821 PID - AK2821 AK2821 STATE/COUNTY- FL/BREVARD AK2821 USGS QUAD - COCOA BEACH (1976) AK2821 AK2821 *CURRENT SURVEY CONTROL AK2821 ___________________________________________________________________ AK2821* NAD 83(1990)- 28 16 19.06788(N) 080 36 21.30061(W) ADJUSTED AK2821* NAVD 88 - 3.319 (meters) 10.89 (feet) ADJUSTED AK2821 ___________________________________________________________________ AK2821 LAPLACE CORR- -0.56 (seconds) DEFLEC99 AK2821 GEOID HEIGHT- -28.22 (meters) GEOID99 AK2821 DYNAMIC HT - 3.314 (meters) 10.87 (feet) COMP AK2821 MODELED GRAV- 979,200.5 (mgal) NAVD 88 AK2821 AK2821 HORZ ORDER - SECOND AK2821 VERT ORDER - SECOND CLASS 0 AK2821 AK2821.The horizontal coordinates were established by classical geodetic methods AK2821.and adjusted by the National Geodetic Survey in May 1991. AK2821 AK2821.The orthometric height was determined by differential leveling AK2821.and adjusted by the National Geodetic Survey in June 1991. AK2821.WARNING-Repeat measurements at this control monument indicate possible AK2821.vertical movement. AK2821 AK2821.The Laplace correction was computed from DEFLEC99 derived deflections. AK2821 AK2821.The geoid height was determined by GEOID99. AK2821 AK2821.The dynamic height is computed by dividing the NAVD 88 AK2821.geopotential number by the normal gravity value computed on the AK2821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2821.degrees latitude (g = 980.6199 gals.). AK2821 AK2821.The modeled gravity was interpolated from observed gravity values. AK2821 AK2821; North East Units Scale Converg. AK2821;SPC FL E - 436,409.614 238,662.895 MT 0.99995962 +0 11 12.0 AK2821;UTM 17 - 3,127,392.694 538,649.704 MT 0.99961844 +0 11 12.0 AK2821 AK2821 SUPERSEDED SURVEY CONTROL AK2821 AK2821 NAD 83(1986)- 28 16 19.07444(N) 080 36 21.31776(W) AD( ) 2 AK2821 NAD 27 - 28 16 18.04266(N) 080 36 22.12848(W) AD( ) 2 AK2821 NGVD 29 - 3.76 (m) 12.3 (f) COMPUTED 2 0 AK2821 AK2821.Superseded values are not recommended for survey control. AK2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2821.See file dsdata.txt to determine how the superseded data were derived. AK2821 AK2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3865027393(NAD 83) AK2821_MARKER: DD = SURVEY DISK AK2821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK2821_STAMPING: SAL 1952 AK2821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK2821+STABILITY: SURFACE MOTION AK2821 AK2821 HISTORY - Date Condition Report By AK2821 HISTORY - 1953 MONUMENTED CGS AK2821 HISTORY - 1953 GOOD NGS AK2821 HISTORY - 1976 MARK NOT FOUND USGS AK2821 HISTORY - 19950222 MARK NOT FOUND USPSQD AK2821 HISTORY - 20030801 GOOD USPSQD AK2821 AK2821 STATION DESCRIPTION AK2821 AK2821'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ) AK2821'STATION IS LOCATED ABOUT 3 MILES SOUTH OF THE MAIN INTERSECTION AK2821'IN COCOA BEACH AND IN THE NORTHEAST CORNER OF PATRICK AIR FORCE AK2821'BASE. STATION IS 11 FEET WEST OF BLUFF LINE OF ATLANTIC OCEAN AK2821'AND 10 FEET EAST NORTHEAST OF THE NORTHEAST CORNER OF SMALL AK2821'BUILDING. THE MARK IS A BRONZE DISK SET IN A CONCRETE POST AK2821'WHICH PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED SAL 1952. AK2821' AK2821'A TRAVERSE CONNECTION WAS MADE TO STATION FROM TRIANGULATION AK2821'STATION PATRICK N BASE AND THE DISTANCE IS 12.871 METERS OR AK2821'42.23 FEET NORTH OF STATION. AK2821' AK2821'TO REACH FROM THE NORTH GATE OF PATRICK AIR FORCE BASE GO EAST AK2821'ALONG NORTH SIDE OF BOUNDARY FENCE FOR 0.05 MILE TO SMALL AK2821'BUILDING AND STATION AS DESCRIBED. AK2821 AK2821 STATION RECOVERY (1953) AK2821 AK2821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953 AK2821'3.2 MI S FROM COCOA BEACH. AK2821'ABOUT 3.25 MILES SOUTH ALONG STATE HIGHWAY A1A FROM THE POST AK2821'OFFICE AT COCOA BEACH, ABOUT 0.85 MILE NORTH OF OFFICERS CLUB AK2821'AT PATRICK AIR FORCE BASE, ABOUT 285 FEET EAST OF CENTER LINE OF AK2821'ROAD AT CENTER OF NORTH ENTRANCE GATE TO AIR BASE, 102 FEET AK2821'NORTHEAST OF NORTHEAST CORNER OF HOUSE, 42.75 FEET NORTH OF AK2821'TRIANGULATION PATRICK N. BASE, 10 FEET EAST-NORTHEAST OF NORTHEAST AK2821'CORNER OF A GARAGE, ABOUT 10 FEET WEST OF BEACH LINE, AND SET IN AK2821'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES. AK2821 AK2821 STATION RECOVERY (1976) AK2821 AK2821'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 AK2821'MARK NOT FOUND. AK2821 AK2821 STATION RECOVERY (1995) AK2821 AK2821'RECOVERY NOTE BY US POWER SQUADRON 1995 AK2821'MARK NOT FOUND. AK2821 AK2821 STATION RECOVERY (2003) AK2821 AK2821'RECOVERY NOTE BY US POWER SQUADRON 2003 (EB) AK2821'MARK IS COVERED BY SAND DUNE. IT IS 1 FOOT BELOW SURFACE AND 25.5 AK2821'FEET WEST OF SEA WALL. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AK4007 *********************************************************************** AK4007 DESIGNATION - T 171 AK4007 PID - AK4007 AK4007 STATE/COUNTY- FL/BREVARD AK4007 USGS QUAD - MELBOURNE WEST (1988) AK4007 AK4007 *CURRENT SURVEY CONTROL AK4007 ___________________________________________________________________ AK4007* NAD 83(1986)- 28 06 22. (N) 080 37 38. (W) SCALED AK4007* NAVD 88 - 6.032 (meters) 19.79 (feet) ADJUSTED AK4007 ___________________________________________________________________ AK4007 GEOID HEIGHT- -28.17 (meters) GEOID99 AK4007 DYNAMIC HT - 6.024 (meters) 19.76 (feet) COMP AK4007 MODELED GRAV- 979,176.6 (mgal) NAVD 88 AK4007 AK4007 VERT ORDER - FIRST CLASS II AK4007 AK4007.The horizontal coordinates were scaled from a topographic map and have AK4007.an estimated accuracy of +/- 6 seconds. AK4007 AK4007.The orthometric height was determined by differential leveling AK4007.and adjusted by the National Geodetic Survey in June 1991. AK4007 AK4007.The geoid height was determined by GEOID99. AK4007 AK4007.The dynamic height is computed by dividing the NAVD 88 AK4007.geopotential number by the normal gravity value computed on the AK4007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK4007.degrees latitude (g = 980.6199 gals.). AK4007 AK4007.The modeled gravity was interpolated from observed gravity values. AK4007 AK4007; North East Units Estimated Accuracy AK4007;SPC FL E - 418,020. 236,630. MT (+/- 180 meters Scaled) AK4007 AK4007 SUPERSEDED SURVEY CONTROL AK4007 AK4007 NGVD 29 - 6.46 (m) 21.2 (f) COMPUTED 1 2 AK4007 AK4007.Superseded values are not recommended for survey control. AK4007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK4007.See file dsdata.txt to determine how the superseded data were derived. AK4007 AK4007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM366090(NAD 83) AK4007_MARKER: DB = BENCH MARK DISK AK4007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK4007_STAMPING: T 171 1959 AK4007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK4007+STABILITY: SURFACE MOTION AK4007 AK4007 HISTORY - Date Condition Report By AK4007 HISTORY - 1959 MONUMENTED CGS AK4007 HISTORY - 1965 MARK NOT FOUND NGS AK4007 HISTORY - 19950108 MARK NOT FOUND USPSQD AK4007 HISTORY - 20020804 MARK NOT FOUND USPSQD AK4007 HISTORY - 20030806 MARK NOT FOUND USPSQD AK4007 AK4007 STATION DESCRIPTION AK4007 AK4007'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 AK4007'2.3 MI NW FROM MELBOURNE. AK4007'2.3 MILES NORTHWEST OF MELBOURNE ON THE FLORIDA EAST COAST RAILWAY AK4007'PROPERTY, 28 FEET EAST OF THE EAST RAIL, 4 FEET SOUTH OF A AK4007'TELEGRAPH POLE, 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST. AK4007'THE DISK IS SET IN A CONCRETE POST AND PROJECTS 8 INCHES ABOVE AK4007'THE GROUND. NOTE-- THERE HAS BEEN A LOT OF GRADING IN DESCRIBED AK4007'LOCATION. MARK PROBABLY COVERED OR DESTROYED. AK4007 AK4007 STATION RECOVERY (1965) AK4007 AK4007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 AK4007'MARK NOT FOUND. AK4007 AK4007 STATION RECOVERY (1995) AK4007 AK4007'RECOVERY NOTE BY US POWER SQUADRON 1995 AK4007'MARK NOT FOUND. AK4007 AK4007 STATION RECOVERY (2002) AK4007 AK4007'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK4007'MARK NOT FOUND. AK4007 AK4007 STATION RECOVERY (2003) AK4007 AK4007'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF) AK4007'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AA7686 *********************************************************************** AA7686 DESIGNATION - Z 420 AA7686 PID - AA7686 AA7686 STATE/COUNTY- FL/BREVARD AA7686 USGS QUAD - LAKE POINSETT (1970) AA7686 AA7686 *CURRENT SURVEY CONTROL AA7686 ___________________________________________________________________ AA7686* NAD 83(1999)- 28 20 08.82267(N) 080 48 30.35361(W) ADJUSTED AA7686* NAVD 88 - 4.493 (meters) 14.74 (feet) ADJUSTED AA7686 ___________________________________________________________________ AA7686 X - 897,417.610 (meters) COMP AA7686 Y - -5,545,994.723 (meters) COMP AA7686 Z - 3,009,299.194 (meters) COMP AA7686 LAPLACE CORR- 0.03 (seconds) DEFLEC99 AA7686 ELLIP HEIGHT- -23.66 (meters) (06/19/01) GPS OBS AA7686 GEOID HEIGHT- -28.14 (meters) GEOID99 AA7686 DYNAMIC HT - 4.487 (meters) 14.72 (feet) COMP AA7686 MODELED GRAV- 979,194.9 (mgal) NAVD 88 AA7686 AA7686 HORZ ORDER - FIRST AA7686 VERT ORDER - SECOND CLASS I AA7686 ELLP ORDER - FOURTH CLASS I AA7686 AA7686.The horizontal coordinates were established by GPS observations AA7686.and adjusted by the National Geodetic Survey in June 2001. AA7686 AA7686.The orthometric height was determined by differential leveling AA7686.and adjusted by the National Geodetic Survey in March 1997. AA7686 AA7686.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA7686 AA7686.The Laplace correction was computed from DEFLEC99 derived deflections. AA7686 AA7686.The ellipsoidal height was determined by GPS observations AA7686.and is referenced to NAD 83. AA7686 AA7686.The geoid height was determined by GEOID99. AA7686 AA7686.The dynamic height is computed by dividing the NAVD 88 AA7686.geopotential number by the normal gravity value computed on the AA7686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA7686.degrees latitude (g = 980.6199 gals.). AA7686 AA7686.The modeled gravity was interpolated from observed gravity values. AA7686 AA7686; North East Units Scale Converg. AA7686;SPC FL E - 443,434.019 218,783.211 MT 0.99994553 +0 05 27.3 AA7686;UTM 17 - 3,134,414.703 518,776.802 MT 0.99960435 +0 05 27.3 AA7686 AA7686 SUPERSEDED SURVEY CONTROL AA7686 AA7686 NAD 83(1990)- 28 20 08.82177(N) 080 48 30.35313(W) AD( ) 1 AA7686 ELLIP HT - -23.61 (m) (08/31/95) GP( ) 3 2 AA7686 NGVD 29 - 4.90 (m) 16.1 (f) LEVELING 3 AA7686 AA7686.Superseded values are not recommended for survey control. AA7686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA7686.See file dsdata.txt to determine how the superseded data were derived. AA7686 AA7686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1877734415(NAD 83) AA7686_MARKER: DD = SURVEY DISK AA7686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA7686_STAMPING: Z 420 1993 AA7686_MARK LOGO: FLDNR AA7686_MAGNETIC: N = NO MAGNETIC MATERIAL AA7686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA7686+STABILITY: SURFACE MOTION AA7686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA7686+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2003 AA7686 AA7686 HISTORY - Date Condition Report By AA7686 HISTORY - 1993 MONUMENTED FLDEP AA7686 HISTORY - 19930614 GOOD FLDNR AA7686 HISTORY - 19930814 GOOD FLDEP AA7686 HISTORY - 20030805 GOOD USPSQD AA7686 AA7686 STATION DESCRIPTION AA7686 AA7686'DESCRIBED BY FL DEPT OF NAT RES 1993 (PBM) AA7686'THE MARK IS ABOUT 5.0 MI (8.05 KM) SOUTHWEST OF COCOA IN SECTION 3, AA7686'TOWNSHIP 25 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE AA7686'INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD 520 IN COCOA, GO WEST ON AA7686'STATE ROAD 520 FOR 3.8 MI (6.12 KM) TO THE INTERSECTION OF INTERSTATE AA7686'95, CONTINUE WEST ON STATE ROAD 520 FOR 0.15 MI (0.24 KM) TO THE AA7686'INTERSECTION OF TUCKER LANE, TURN LEFT ON TUCKER LANE AND GO AA7686'SOUTH-SOUTHEAST FOR 1.2 MI (1.93 KM) TO THE INTERSECTION OF PLUCKEBAUM AA7686'ROAD, TURN RIGHT ON PLUCKEBAUM ROAD AND GO WEST FOR 1.4 MI (2.25 KM) AA7686'TO THE INTERSECTION OF MULLET LANE, TURN LEFT ON MULLET LANE AND GO AA7686'SOUTH FOR 0.45 MI (0.72 KM) TO THE ENTRANCE OF WOODS MOORE POINTE AND AA7686'A GATE, PASSING THROUGH THE GATE CONTINUE SOUTH-SOUTHEAST TO THE END AA7686'OF MULLET LANE AND THE MARK ON THE RIGHT SET IN THE TOP OF A CONCRETE AA7686'MONUMENT FLUSH WITH THE LEVEL OF THE GROUND, NEAR THE NORTH SHORE OF AA7686'LAKE POINSETT. LOCATED 206.0 FT (62.79 M) WEST-SOUTHWEST OF THE AA7686'APPROXIMATE CENTER OF THE ROAD, 164.0 FT (49.99 M) WEST-SOUTHWEST OF AA7686'THE NORTHWEST CORNER OF A HOUSE ON LAKE POINSETT, 83.0 FT (25.30 M) AA7686'EAST-SOUTHEAST OF A 12-INCH DIAMETER PALM TREE, 67.0 FT (20.42 M) AA7686'SOUTHEAST OF A 10-INCH DIAMETER PALM TREE AND 11.5 FT (3.51 M) NORTH AA7686'OF THE SEAWALL. AA7686 AA7686 STATION RECOVERY (1993) AA7686 AA7686'RECOVERY NOTE BY FL DEPT OF ENV PRO 1993 (PBM) AA7686'THE MARK IS ABOUT 5 MI (8.0 KM) SOUTHWEST OF COCOA, IN SECTION 3, AA7686'TOWNSHIP 25 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE AA7686'INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD 520 IN COCOA, GO WEST ON AA7686'STATE ROAD 520 FOR 3.8 MI (6.1 KM) TO THE INTERSECTION OF U.S. AA7686'INTERSTATE 95 AND STATE ROAD 520, CONTINUE WEST ON STATE ROAD 520 FOR AA7686'0.15 MI (0.24 KM) TO THE INTERSECTION OF STATE ROAD 520 AND TUCKER AA7686'LANE, TURN LEFT AND GO SOUTH-SOUTHEAST ON TUCKER LANE FOR 1.2 MI (1.9 AA7686'KM) TO THE INTERSECTION OF TUCKER LANE AND PLUCKEBAUM ROAD, TURN RIGHT AA7686'AND GO WEST ON PLUCKEBAUM ROAD FOR 1.4 MI (2.3 KM) TO THE INTERSECTION AA7686'OF PLUCKEBAUM ROAD AND MULLET LANE, TURN LEFT AND GO SOUTH ON MULLET AA7686'LANE FOR 0.45 MI (0.72 KM) TO THE ENTRANCE OF WOODS MOORE POINTE AND A AA7686'GATE, PASS THROUGH GATE AND CONTINUE SOUTH-SOUTHEAST TO THE END OF AA7686'MULLET LANE AND THE MARK ON THE RIGHT, NEAR THE NORTH SHORE OF LAKE AA7686'POINSETT. LOCATED 206.0 FT (62.8 M) WEST-SOUTHWEST OF THE APPROXIMATE AA7686'CENTER OF MULLET LANE, 164.0 FT (50.0 M) WEST-SOUTHWEST OF THE AA7686'SOUTHWEST CORNER OF THE WESTERN MOST HOUSE, 83.0 FT (25.3 M) AA7686'EAST-SOUTHEAST OF A 12 INCH DIAMETER PALM TREE, 67.0 FT (20.4 M) AA7686'SOUTHEAST OF A 10 INCH DIAMETER PALM TREE AND 11.5 FT (3.5 M) NORTH OF AA7686'THE CENTER OF A SEA WALL. AA7686 AA7686 STATION RECOVERY (2003) AA7686 AA7686'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPA) AA7686'RUCKBAUM ROAD NOW NAMED PROVIDENCE RD. THE 10 TO 12 INCH PALM TREES AA7686'ARE NO LONGER THERE. A CARSONITE WITNESS POST ERRECTED AT THE SEA AA7686'WALL 11.5 FT SOUTH OF THE MARK.