1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK3007 *********************************************************************** AK3007 DESIGNATION - 11.145 AK3007 PID - AK3007 AK3007 STATE/COUNTY- FL/BREVARD AK3007 USGS QUAD - TROPIC (1988) AK3007 AK3007 *CURRENT SURVEY CONTROL AK3007 ___________________________________________________________________ AK3007* NAD 83(1986)- 28 07 55. (N) 080 37 12. (W) SCALED AK3007* NAVD 88 - 2.960 (meters) 9.71 (feet) ADJUSTED AK3007 ___________________________________________________________________ AK3007 GEOID HEIGHT- -28.20 (meters) GEOID99 AK3007 DYNAMIC HT - 2.955 (meters) 9.69 (feet) COMP AK3007 MODELED GRAV- 979,179.9 (mgal) NAVD 88 AK3007 AK3007 VERT ORDER - FIRST CLASS I AK3007 AK3007.The horizontal coordinates were scaled from a topographic map and have AK3007.an estimated accuracy of +/- 6 seconds. AK3007 AK3007.The orthometric height was determined by differential leveling AK3007.and adjusted by the National Geodetic Survey in June 1991. AK3007 AK3007.The geoid height was determined by GEOID99. AK3007 AK3007.The dynamic height is computed by dividing the NAVD 88 AK3007.geopotential number by the normal gravity value computed on the AK3007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK3007.degrees latitude (g = 980.6199 gals.). AK3007 AK3007.The modeled gravity was interpolated from observed gravity values. AK3007 AK3007; North East Units Estimated Accuracy AK3007;SPC FL E - 420,890. 237,330. MT (+/- 180 meters Scaled) AK3007 AK3007 SUPERSEDED SURVEY CONTROL AK3007 AK3007 NGVD 29 - 3.392 (m) 11.13 (f) ADJ UNCH 1 1 AK3007 AK3007.Superseded values are not recommended for survey control. AK3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK3007.See file dsdata.txt to determine how the superseded data were derived. AK3007 AK3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM373118(NAD 83) AK3007_MARKER: DD = SURVEY DISK AK3007_SETTING: 36 = BRIDGE ABUTMENT AK3007_STAMPING: 11.145 AK3007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK3007 AK3007 HISTORY - Date Condition Report By AK3007 HISTORY - UNK MONUMENTED FLDT AK3007 HISTORY - 1965 GOOD NGS AK3007 HISTORY - 1971 GOOD NGS AK3007 HISTORY - 1987 GOOD USPSQD AK3007 HISTORY - 19910425 MARK NOT FOUND USPSQD AK3007 HISTORY - 19970409 MARK NOT FOUND USPSQD AK3007 HISTORY - 20021120 MARK NOT FOUND USPSQD AK3007 AK3007 STATION DESCRIPTION AK3007 AK3007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AK3007'0.8 MI E FROM EAU GALLIE. AK3007'ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY 518 FROM THE JUNCTION AK3007'OF U.S. HIGHWAY 1 AT EAU GALLIE, SET IN THE TOP OF THE SOUTH AK3007'END OF THE WEST ABUTMENT OF THE WEST ONE OF TWO BRIDGES OVER AK3007'THE INDIAN RIVER, 16.5 FEET SOUTH OF THE CENTER LINE OF THE AK3007'HIGHWAY AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY. IN AK3007'SECTION 15, R 37 E, T 27 S. AK3007 AK3007 STATION RECOVERY (1971) AK3007 AK3007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 AK3007'RECOVERED IN GOOD CONDITION. AK3007 AK3007 STATION RECOVERY (1987) AK3007 AK3007'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK) AK3007'RECOVERED IN GOOD CONDITION. AK3007 AK3007 STATION RECOVERY (1991) AK3007 AK3007'RECOVERY NOTE BY US POWER SQUADRON 1991 (GVK) AK3007'MARK NOT FOUND. AK3007 AK3007 STATION RECOVERY (1997) AK3007 AK3007'RECOVERY NOTE BY US POWER SQUADRON 1997 AK3007'MARK NOT FOUND. AK3007 AK3007 STATION RECOVERY (2002) AK3007 AK3007'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK3007'THE SECTION OF ABUTMENT DESCRIBED HAS BEEN CHANGE BY ADDING A NEW AK3007'RAILING AND A ONCRETE SAFETY BARRIER. APPEARS MARKER WAS DESTROYED AK3007'DURING RECONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AE6221 *********************************************************************** AE6221 DESIGNATION - 1123 20 AE6221 PID - AE6221 AE6221 STATE/COUNTY- FL/BREVARD AE6221 USGS QUAD - KENANSVILLE SE (1972) AE6221 AE6221 *CURRENT SURVEY CONTROL AE6221 ___________________________________________________________________ AE6221* NAD 83(1986)- 27 49 22. (N) 080 46 20. (W) SCALED AE6221* NAVD 88 - 8.457 (meters) 27.75 (feet) ADJUSTED AE6221 ___________________________________________________________________ AE6221 GEOID HEIGHT- -27.45 (meters) GEOID99 AE6221 DYNAMIC HT - 8.444 (meters) 27.70 (feet) COMP AE6221 MODELED GRAV- 979,156.4 (mgal) NAVD 88 AE6221 AE6221 VERT ORDER - SECOND CLASS I AE6221 AE6221.The horizontal coordinates were scaled from a topographic map and have AE6221.an estimated accuracy of +/- 6 seconds. AE6221 AE6221.The orthometric height was determined by differential leveling AE6221.and adjusted by the National Geodetic Survey in February 1998. AE6221 AE6221.The geoid height was determined by GEOID99. AE6221 AE6221.The dynamic height is computed by dividing the NAVD 88 AE6221.geopotential number by the normal gravity value computed on the AE6221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE6221.degrees latitude (g = 980.6199 gals.). AE6221 AE6221.The modeled gravity was interpolated from observed gravity values. AE6221 AE6221; North East Units Estimated Accuracy AE6221;SPC FL E - 386,590. 222,440. MT (+/- 180 meters Scaled) AE6221 AE6221 SUPERSEDED SURVEY CONTROL AE6221 AE6221.No superseded survey control is available for this station. AE6221 AE6221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL224775(NAD 83) AE6221_MARKER: DD = SURVEY DISK AE6221_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AE6221_STAMPING: BM 1123-20 AE6221_MARK LOGO: SJRWMD AE6221_MAGNETIC: N = NO MAGNETIC MATERIAL AE6221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE6221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE6221+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2002 AE6221 AE6221 HISTORY - Date Condition Report By AE6221 HISTORY - 1994 MONUMENTED SJRWMD AE6221 HISTORY - 19950915 GOOD FLDEP AE6221 HISTORY - 20021017 GOOD FL-009 AE6221 AE6221 STATION DESCRIPTION AE6221 AE6221'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM) AE6221'THE MARK IS ABOUT 14.0 MI (22.5 KM) SOUTHEAST OF KENANSVILLE IN AE6221'SECTION 36, TOWNSHIP 30 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM AE6221'THE POST OFFICE IN KENANSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 441, AE6221'STATE ROAD 15 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD 523 AE6221'ON THE RIGHT, CONTINUE SOUTHEAST ON U.S. HIGHWAY 441, STATE ROAD 15 AE6221'FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF FELLSMERE ROAD ON THE LEFT, AE6221'TURN LEFT ON FELLSMERE ROAD AND GO EAST-SOUTHEAST FOR 4.05 MI (6.52 AE6221'KM) TO A Y-JUNCTION OF FELLSMERE ROAD ON THE RIGHT AND SIX MILE ROAD AE6221'ON THE LEFT, BEAR RIGHT ON FELLSMERE ROAD AND CONTINUE EAST-SOUTHEAST AE6221'FOR 7.6 MI (12.2 KM) TO A LOCKED GATE TO THE ENTRANCE TO LEVEE 74, AE6221'PASS THROUGH THE GATE AND CONTINUE EAST ON LEVEE 74 FOR 2.4 MI (3.9 AE6221'KM) TO THE MARK ON THE LEFT, SET ON THE NORTH FACE SLOPE, FLUSH WITH AE6221'THE GROUND, A SJRWMD ALUMINUM DISK SET ON THE TOP OF A COPPER COATER AE6221'COATED STEEL ROD SURROUNDED BY AN 8-INCH STOVE PIPE FILLED WITH AE6221'CONCRETE. LOCATED 60.0 FT (18.3 M) WEST OF S.N. KNIGHT EAST LEVEE AND AE6221'35.0 FT (10.7 M) NORTH OF THE TOP CENTER OF LEVEE 74 WEST. NOTE FOR AE6221'KEY CONTACT TOMMY WALTERS, ST. JOHN WATER MANAGEMENT DISTICT, AE6221'PALATKA, FL. PHONE NUMBER (904) 329-4277. AE6221 AE6221 STATION RECOVERY (2002) AE6221 AE6221'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2002 (SRV) AE6221'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK6992 *********************************************************************** AK6992 TIDAL BM - This is a Tidal Bench Mark. AK6992 DESIGNATION - 872 1789 H TIDAL AK6992 PID - AK6992 AK6992 STATE/COUNTY- FL/BREVARD AK6992 USGS QUAD - TROPIC (1988) AK6992 AK6992 *CURRENT SURVEY CONTROL AK6992 ___________________________________________________________________ AK6992* NAD 83(1986)- 28 09 00. (N) 080 35 59. (W) SCALED AK6992* NAVD 88 - 0.841 (meters) 2.76 (feet) ADJUSTED AK6992 ___________________________________________________________________ AK6992 GEOID HEIGHT- -28.21 (meters) GEOID99 AK6992 DYNAMIC HT - 0.840 (meters) 2.76 (feet) COMP AK6992 MODELED GRAV- 979,183.5 (mgal) NAVD 88 AK6992 AK6992 VERT ORDER - SECOND CLASS I AK6992 AK6992.The horizontal coordinates were scaled from a topographic map and have AK6992.an estimated accuracy of +/- 6 seconds. AK6992 AK6992.The orthometric height was determined by differential leveling AK6992.and adjusted by the National Geodetic Survey in September 1996. AK6992 AK6992.This Tidal Bench Mark is designated as VM 5367 AK6992.by the Center for Operational Oceanographic Products and Services. AK6992 AK6992.The geoid height was determined by GEOID99. AK6992 AK6992.The dynamic height is computed by dividing the NAVD 88 AK6992.geopotential number by the normal gravity value computed on the AK6992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK6992.degrees latitude (g = 980.6199 gals.). AK6992 AK6992.The modeled gravity was interpolated from observed gravity values. AK6992 AK6992; North East Units Estimated Accuracy AK6992;SPC FL E - 422,900. 239,320. MT (+/- 180 meters Scaled) AK6992 AK6992 SUPERSEDED SURVEY CONTROL AK6992 AK6992 NGVD 29 - 1.269 (m) 4.16 (f) ADJUSTED 2 1 AK6992 AK6992.Superseded values are not recommended for survey control. AK6992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK6992.See file dsdata.txt to determine how the superseded data were derived. AK6992 AK6992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM393138(NAD 83) AK6992_MARKER: DJ = TIDAL STATION DISK AK6992_SETTING: 30 = CONCRETE BOX DRAIN AK6992_STAMPING: 1789 H 1986 AK6992_MARK LOGO: NOS AK6992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AK6992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK6992+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2002 AK6992 AK6992 HISTORY - Date Condition Report By AK6992 HISTORY - 1986 MONUMENTED FLDNR AK6992 HISTORY - 19950302 GOOD USPSQD AK6992 HISTORY - 20021125 GOOD USPSQD AK6992 AK6992 STATION DESCRIPTION AK6992 AK6992'DESCRIBED BY FL DEPT OF NAT RES 1986 AK6992'IN INDIAN HARBOR BEACH. AK6992'BEGIN AT THE EAST END OF THE STATE ROAD 518 BRIDGE OVER THE AK6992'INTRACOASTAL WATERWAY IN INDIAN HARBOR BEACH, GO 0.2 MILE EAST ON AK6992'STATE ROAD 518 TO THE JUNCTION OF STATE ROAD 513 (SOUTH PATRICK AK6992'DRIVE), GO 0.9 MILE NORTH ON STATE ROAD 513 TO THE JUNCTION OF BANANA AK6992'RIVER DRIVE AND THE MARK. THE MARK BEARS 133 FEET EAST-NORTHEAST OF AK6992'THE CENTERLINE OF STATE ROAD 513, 20.8 FEET NORTH-NORTHWEST OF THE AK6992'CENTERLINE OF BANANA RIVER DRIVE, 98 FEET SOUTH OF THE SOUTHWEST AK6992'CORNER OF A 7-ELEVEN STORE AND IS SET IN A 5.5-FOOT BY 4.5-FOOT AK6992'CONCRETE BOX DRAIN. AK6992'THE MARK IS 1 FT BELOW ROAD. AK6992 AK6992 STATION RECOVERY (1995) AK6992 AK6992'RECOVERY NOTE BY US POWER SQUADRON 1995 AK6992'RECOVERED IN GOOD CONDITION. AK6992 AK6992 STATION RECOVERY (2002) AK6992 AK6992'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK6992'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK6987 *********************************************************************** AK6987 TIDAL BM - This is a Tidal Bench Mark. AK6987 DESIGNATION - 872 1804 F TIDAL AK6987 PID - AK6987 AK6987 STATE/COUNTY- FL/BREVARD AK6987 USGS QUAD - TROPIC (1988) AK6987 AK6987 *CURRENT SURVEY CONTROL AK6987 ___________________________________________________________________ AK6987* NAD 83(1986)- 28 08 25. (N) 080 34 50. (W) SCALED AK6987* NAVD 88 - 3.852 (meters) 12.64 (feet) ADJUSTED AK6987 ___________________________________________________________________ AK6987 GEOID HEIGHT- -28.22 (meters) GEOID99 AK6987 DYNAMIC HT - 3.847 (meters) 12.62 (feet) COMP AK6987 MODELED GRAV- 979,183.6 (mgal) NAVD 88 AK6987 AK6987 VERT ORDER - SECOND CLASS I AK6987 AK6987.The horizontal coordinates were scaled from a topographic map and have AK6987.an estimated accuracy of +/- 6 seconds. AK6987 AK6987.The orthometric height was determined by differential leveling AK6987.and adjusted by the National Geodetic Survey in September 1996. AK6987 AK6987.This Tidal Bench Mark is designated as VM 7458 AK6987.by the Center for Operational Oceanographic Products and Services. AK6987 AK6987.The geoid height was determined by GEOID99. AK6987 AK6987.The dynamic height is computed by dividing the NAVD 88 AK6987.geopotential number by the normal gravity value computed on the AK6987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK6987.degrees latitude (g = 980.6199 gals.). AK6987 AK6987.The modeled gravity was interpolated from observed gravity values. AK6987 AK6987; North East Units Estimated Accuracy AK6987;SPC FL E - 421,830. 241,200. MT (+/- 180 meters Scaled) AK6987 AK6987 SUPERSEDED SURVEY CONTROL AK6987 AK6987 NGVD 29 - 4.279 (m) 14.04 (f) ADJUSTED 2 1 AK6987 AK6987.Superseded values are not recommended for survey control. AK6987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK6987.See file dsdata.txt to determine how the superseded data were derived. AK6987 AK6987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM411128(NAD 83) AK6987_MARKER: DJ = TIDAL STATION DISK AK6987_SETTING: 30 = CONCRETE BOX DRAIN AK6987_STAMPING: 1804 F 1986 AK6987_MARK LOGO: NOS AK6987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AK6987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK6987+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2002 AK6987 AK6987 HISTORY - Date Condition Report By AK6987 HISTORY - 1986 MONUMENTED FLDNR AK6987 HISTORY - 19950302 GOOD USPSQD AK6987 HISTORY - 20021123 GOOD USPSQD AK6987 AK6987 STATION DESCRIPTION AK6987 AK6987'DESCRIBED BY FL DEPT OF NAT RES 1986 AK6987'IN EAU GALLIE BEACH. AK6987'BEGIN AT THE INTERSECTION OF STATE HIGHWAYS 518 AND A1A IN EAU GALLIE AK6987'BEACH, GO 0.25 MILE NORTH ON A1A TO THE MARK. THE MARK BEARS 29.5 AK6987'FEET NORTH OF THE CENTERLINE OF THE NORTH DRIVEWAY FOR THE ATLANTIS AK6987'PROFESSIONAL CENTER, 43.7 FEET WEST OF THE CENTERLINE OF A1A AK6987'SOUTHBOUND, 38.2 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY TO THE AK6987'SEACOAST GARDENS APARTMENTS AT 2186 HIGHWAY A1A AND IS SET IN THE AK6987'SOUTHWEST CORNER OF A 3.5-FOOT BY 4.5-FOOT BOX DRAIN. AK6987'THE MARK IS 2 FT BELOW HIGHWAY. AK6987 AK6987 STATION RECOVERY (1995) AK6987 AK6987'RECOVERY NOTE BY US POWER SQUADRON 1995 AK6987'RECOVERED IN GOOD CONDITION. AK6987 AK6987 STATION RECOVERY (2002) AK6987 AK6987'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK6987'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK2997 *********************************************************************** AK2997 TIDAL BM - This is a Tidal Bench Mark. AK2997 DESIGNATION - 872 1804 TIDAL 2 AK2997 PID - AK2997 AK2997 STATE/COUNTY- FL/BREVARD AK2997 USGS QUAD - TROPIC (1988) AK2997 AK2997 *CURRENT SURVEY CONTROL AK2997 ___________________________________________________________________ AK2997* NAD 83(1986)- 28 08 20. (N) 080 34 50. (W) SCALED AK2997* NAVD 88 - 3.517 (meters) 11.54 (feet) ADJUSTED AK2997 ___________________________________________________________________ AK2997 GEOID HEIGHT- -28.22 (meters) GEOID99 AK2997 DYNAMIC HT - 3.512 (meters) 11.52 (feet) COMP AK2997 MODELED GRAV- 979,183.4 (mgal) NAVD 88 AK2997 AK2997 VERT ORDER - SECOND CLASS 0 AK2997 AK2997.The horizontal coordinates were scaled from a topographic map and have AK2997.an estimated accuracy of +/- 6 seconds. AK2997 AK2997.The orthometric height was determined by differential leveling AK2997.and adjusted by the National Geodetic Survey in June 1991. AK2997 AK2997.This Tidal Bench Mark is designated as VM 5372 AK2997.by the Center for Operational Oceanographic Products and Services. AK2997 AK2997.The geoid height was determined by GEOID99. AK2997 AK2997.The dynamic height is computed by dividing the NAVD 88 AK2997.geopotential number by the normal gravity value computed on the AK2997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2997.degrees latitude (g = 980.6199 gals.). AK2997 AK2997.The modeled gravity was interpolated from observed gravity values. AK2997 AK2997; North East Units Estimated Accuracy AK2997;SPC FL E - 421,670. 241,200. MT (+/- 180 meters Scaled) AK2997 AK2997 SUPERSEDED SURVEY CONTROL AK2997 AK2997 NGVD 29 - 3.944 (m) 12.94 (f) ADJUSTED 2 0 AK2997 AK2997.Superseded values are not recommended for survey control. AK2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2997.See file dsdata.txt to determine how the superseded data were derived. AK2997 AK2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM411126(NAD 83) AK2997_MARKER: DJ = TIDAL STATION DISK AK2997_SETTING: 30 = CONCRETE CATCH BASIN AK2997_STAMPING: NO 2 1970 AK2997_MARK LOGO: CGS AK2997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AK2997 AK2997 HISTORY - Date Condition Report By AK2997 HISTORY - 1970 MONUMENTED NGS AK2997 HISTORY - 1971 GOOD NGS AK2997 HISTORY - 1984 GOOD FLDNR AK2997 HISTORY - 19950302 MARK NOT FOUND USPSQD AK2997 HISTORY - 20021123 MARK NOT FOUND USPSQD AK2997 AK2997 STATION DESCRIPTION AK2997 AK2997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AK2997'3.1 MI E FROM EAU GALLIE. AK2997'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 518 FROM THE JUNCTION AK2997'OF U.S. HIGHWAY 1 AT EAU GALLIE, AT THE JUNCTION OF STATE AK2997'HIGHWAY A 1 A AND 518, SET ON THE CENTER OF THE BACK WALL FOR A AK2997'CATCH BASIN, 75 FEET EAST OF THE CENTER LINE OF THE NORTHBOUND AK2997'LANE OF STATE HIGHWAY A 1 A, 40 1/2 FEET EAST OF A CONCRETE AK2997'POWER LINE POLE, 20 FEET NORTH OF THE NORTH EDGE OF A STREET AK2997'LEADING EAST TO BEACH, 55 PACES EAST OF AND ACROSS STATE HIGHWAY AK2997'A 1 A FROM BENCH MARK X 229 DESCRIBED, 1/2 FOOT BELOW THE LEVEL AK2997'OF THE STREET AND LEVEL WITH THE TOP OF THE CATCH BASIN. SEC. AK2997'13, T 27S, R 37E. NOTE-- THE DESCRIBED AREA IS LOCALLY KNOWN AK2997'AS CANOVA PIER. AK2997 AK2997 STATION RECOVERY (1971) AK2997 AK2997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 AK2997'RECOVERED IN GOOD CONDITION. AK2997 AK2997 STATION RECOVERY (1984) AK2997 AK2997'RECOVERY NOTE BY FL DEPT OF NAT RES 1984 AK2997'RECOVERED IN GOOD CONDITION. AK2997 AK2997 STATION RECOVERY (1995) AK2997 AK2997'RECOVERY NOTE BY US POWER SQUADRON 1995 AK2997'MARK NOT FOUND. AK2997 AK2997 STATION RECOVERY (2002) AK2997 AK2997'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK2997'AREA HAS BEEN COMPLETELY RECOVATED, NEW ROAD, PARKING AREA AND AK2997'LANDSCAPING. PER GPS MARK HAS PROBABLY BEEN DESTROYED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK2995 *********************************************************************** AK2995 TIDAL BM - This is a Tidal Bench Mark. AK2995 DESIGNATION - 872 1804 TIDAL 3 AK2995 PID - AK2995 AK2995 STATE/COUNTY- FL/BREVARD AK2995 USGS QUAD - TROPIC (1988) AK2995 AK2995 *CURRENT SURVEY CONTROL AK2995 ___________________________________________________________________ AK2995* NAD 83(1986)- 28 08 23. (N) 080 34 51. (W) SCALED AK2995* NAVD 88 - 4.098 (meters) 13.44 (feet) ADJUSTED AK2995 ___________________________________________________________________ AK2995 GEOID HEIGHT- -28.22 (meters) GEOID99 AK2995 DYNAMIC HT - 4.092 (meters) 13.43 (feet) COMP AK2995 MODELED GRAV- 979,183.5 (mgal) NAVD 88 AK2995 AK2995 VERT ORDER - SECOND CLASS 0 AK2995 AK2995.The horizontal coordinates were scaled from a topographic map and have AK2995.an estimated accuracy of +/- 6 seconds. AK2995 AK2995.The orthometric height was determined by differential leveling AK2995.and adjusted by the National Geodetic Survey in June 1991. AK2995 AK2995.This Tidal Bench Mark is designated as VM 5373 AK2995.by the Center for Operational Oceanographic Products and Services. AK2995 AK2995.The geoid height was determined by GEOID99. AK2995 AK2995.The dynamic height is computed by dividing the NAVD 88 AK2995.geopotential number by the normal gravity value computed on the AK2995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2995.degrees latitude (g = 980.6199 gals.). AK2995 AK2995.The modeled gravity was interpolated from observed gravity values. AK2995 AK2995; North East Units Estimated Accuracy AK2995;SPC FL E - 421,760. 241,170. MT (+/- 180 meters Scaled) AK2995 AK2995 SUPERSEDED SURVEY CONTROL AK2995 AK2995 NGVD 29 - 4.524 (m) 14.84 (f) ADJUSTED 2 0 AK2995 AK2995.Superseded values are not recommended for survey control. AK2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2995.See file dsdata.txt to determine how the superseded data were derived. AK2995 AK2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM411127(NAD 83) AK2995_MARKER: DJ = TIDAL STATION DISK AK2995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK2995_STAMPING: NO 3 1970 AK2995_MARK LOGO: CGS AK2995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK2995+STABILITY: SURFACE MOTION AK2995 AK2995 HISTORY - Date Condition Report By AK2995 HISTORY - 1970 MONUMENTED NGS AK2995 HISTORY - 1971 GOOD NGS AK2995 HISTORY - 1984 GOOD FLDNR AK2995 HISTORY - 19950302 MARK NOT FOUND USPSQD AK2995 HISTORY - 20021123 MARK NOT FOUND USPSQD AK2995 AK2995 STATION DESCRIPTION AK2995 AK2995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AK2995'3.2 MI E FROM EAU GALLIE. AK2995'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 518 FROM THE JUNCTION AK2995'OF U.S. HIGHWAY 1 AT EAU GALLIE, THENCE 0.1 MILE NORTH ALONG AK2995'STATE HIGHWAY A 1 A, 221 FEET EAST OF THE CENTER LINE OF THE AK2995'NORTHBOUND LANE OF STATE HIGHWAY A 1 A, 26 1/2 FEET SOUTH OF AK2995'THE CENTER LINE OF AN EAST-WEST GRAVELED ROAD WHICH LEADS FROM AK2995'THE HIGHWAY TO THE OCEAN, 100 FEET WEST OF THE SAND BANK OF THE AK2995'OCEAN SHORE LINE, 1 1/2 FEET EAST OF A POWER LINE POLE WITH AK2995'TWO GUY WIRES, 2 FEET WEST OF A METAL WITNESS POST, 1 FOOT AK2995'ABOVE THE LEVEL OF THE GRAVELED ROAD AND SET IN THE TOP OF A AK2995'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND. AK2995'SEC. 13, T 27S, R 37E. NOTE-- THE DESCRIBED LOCATION IS LOCALLY AK2995'KNOWN AS CANOVA PIER. AK2995 AK2995 STATION RECOVERY (1971) AK2995 AK2995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 AK2995'RECOVERED IN GOOD CONDITION. AK2995 AK2995 STATION RECOVERY (1984) AK2995 AK2995'RECOVERY NOTE BY FL DEPT OF NAT RES 1984 AK2995'RECOVERED IN GOOD CONDITION. AK2995 AK2995 STATION RECOVERY (1995) AK2995 AK2995'RECOVERY NOTE BY US POWER SQUADRON 1995 AK2995'MARK NOT FOUND. AK2995 AK2995 STATION RECOVERY (2002) AK2995 AK2995'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK2995'WITNESS POST MISSING. AREA COMPLETELY REDONE, NEW ROAD, PARKING AREA AK2995'AND LANDSCAPING. PER GPS MARK WAS DESTROYED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK3003 *********************************************************************** AK3003 TIDAL BM - This is a Tidal Bench Mark. AK3003 DESIGNATION - 872 1804 TIDAL 4 AK3003 PID - AK3003 AK3003 STATE/COUNTY- FL/BREVARD AK3003 USGS QUAD - TROPIC (1988) AK3003 AK3003 *CURRENT SURVEY CONTROL AK3003 ___________________________________________________________________ AK3003* NAD 83(1986)- 28 08 13. (N) 080 34 50. (W) SCALED AK3003* NAVD 88 - 4.274 (meters) 14.02 (feet) ADJUSTED AK3003 ___________________________________________________________________ AK3003 GEOID HEIGHT- -28.22 (meters) GEOID99 AK3003 DYNAMIC HT - 4.267 (meters) 14.00 (feet) COMP AK3003 MODELED GRAV- 979,183.2 (mgal) NAVD 88 AK3003 AK3003 VERT ORDER - SECOND CLASS 0 AK3003 AK3003.The horizontal coordinates were scaled from a topographic map and have AK3003.an estimated accuracy of +/- 6 seconds. AK3003 AK3003.The orthometric height was determined by differential leveling AK3003.and adjusted by the National Geodetic Survey in September 1996. AK3003 AK3003.This Tidal Bench Mark is designated as VM 5374 AK3003.by the Center for Operational Oceanographic Products and Services. AK3003 AK3003.The geoid height was determined by GEOID99. AK3003 AK3003.The dynamic height is computed by dividing the NAVD 88 AK3003.geopotential number by the normal gravity value computed on the AK3003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK3003.degrees latitude (g = 980.6199 gals.). AK3003 AK3003.The modeled gravity was interpolated from observed gravity values. AK3003 AK3003; North East Units Estimated Accuracy AK3003;SPC FL E - 421,460. 241,200. MT (+/- 180 meters Scaled) AK3003 AK3003 SUPERSEDED SURVEY CONTROL AK3003 AK3003 NGVD 29 - 4.704 (m) 15.43 (f) ADJUSTED 2 0 AK3003 AK3003.Superseded values are not recommended for survey control. AK3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK3003.See file dsdata.txt to determine how the superseded data were derived. AK3003 AK3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM411124(NAD 83) AK3003_MARKER: DJ = TIDAL STATION DISK AK3003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK3003_STAMPING: NO 4 1970 AK3003_MARK LOGO: CGS AK3003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK3003+STABILITY: SURFACE MOTION AK3003 AK3003 HISTORY - Date Condition Report By AK3003 HISTORY - 1970 MONUMENTED NGS AK3003 HISTORY - 1971 GOOD NGS AK3003 HISTORY - 1984 GOOD FLDNR AK3003 HISTORY - 19950302 MARK NOT FOUND USPSQD AK3003 HISTORY - 20021123 MARK NOT FOUND USPSQD AK3003 AK3003 STATION DESCRIPTION AK3003 AK3003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AK3003'3.2 MI E FROM EAU GALLIE. AK3003'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 518 FROM THE JUNCTION AK3003'OF U.S. HIGHWAY 1 AT EAU GALLIE, THENCE 0.1 MILE SOUTH ALONG AK3003'STATE HIGHWAY A 1 A, IN LINE WITH A ROW OF POWER LINE POLES, AK3003'41.5 FEET WEST OF THE CENTER LINE OF THE SOUTHBOUND LANE OF AK3003'STATE HIGHWAY A 1 A, 1.8 FEET SOUTH OF A POWER LINE POLE WITH AK3003'A GUY WIRE AND SUPPORTING A TRANSFORMER, 1.8 FEET NORTH OF A AK3003'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE AK3003'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF AK3003'THE GROUND. SEC. 13, T 27S, R 37E. NOTE-- MARK IS 0.1 MILE AK3003'SOUTH OF THE JUNCTION OF A STREET LEADING EAST TO THE OCEAN AK3003'AND A POINT LOCALLY KNOWN AS CANOVA PIER. AK3003 AK3003 STATION RECOVERY (1971) AK3003 AK3003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 AK3003'RECOVERED IN GOOD CONDITION. AK3003 AK3003 STATION RECOVERY (1984) AK3003 AK3003'RECOVERY NOTE BY FL DEPT OF NAT RES 1984 AK3003'RECOVERED IN GOOD CONDITION. AK3003 AK3003 STATION RECOVERY (1995) AK3003 AK3003'RECOVERY NOTE BY US POWER SQUADRON 1995 AK3003'MARK NOT FOUND. AK3003 AK3003 STATION RECOVERY (2002) AK3003 AK3003'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK3003'METAL WITNESS POST FOUND LAYING ON THE GROUND, NOT NEAR LOCATION OF AK3003'DESCRIBED MARK 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK2907 *********************************************************************** AK2907 TIDAL BM - This is a Tidal Bench Mark. AK2907 DESIGNATION - 872 1808 TIDAL 1 AK2907 PID - AK2907 AK2907 STATE/COUNTY- FL/BREVARD AK2907 USGS QUAD - EAU GALLIE (1988) AK2907 AK2907 *CURRENT SURVEY CONTROL AK2907 ___________________________________________________________________ AK2907* NAD 83(1986)- 28 07 55. (N) 080 37 32. (W) SCALED AK2907* NAVD 88 - 0.729 (meters) 2.39 (feet) ADJUSTED AK2907 ___________________________________________________________________ AK2907 GEOID HEIGHT- -28.19 (meters) GEOID99 AK2907 DYNAMIC HT - 0.728 (meters) 2.39 (feet) COMP AK2907 MODELED GRAV- 979,179.5 (mgal) NAVD 88 AK2907 AK2907 VERT ORDER - SECOND CLASS 0 AK2907 AK2907.The horizontal coordinates were scaled from a topographic map and have AK2907.an estimated accuracy of +/- 6 seconds. AK2907 AK2907.The orthometric height was determined by differential leveling AK2907.and adjusted by the National Geodetic Survey in June 1991. AK2907 AK2907.This Tidal Bench Mark is designated as VM 5378 AK2907.by the Center for Operational Oceanographic Products and Services. AK2907 AK2907.The geoid height was determined by GEOID99. AK2907 AK2907.The dynamic height is computed by dividing the NAVD 88 AK2907.geopotential number by the normal gravity value computed on the AK2907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2907.degrees latitude (g = 980.6199 gals.). AK2907 AK2907.The modeled gravity was interpolated from observed gravity values. AK2907 AK2907; North East Units Estimated Accuracy AK2907;SPC FL E - 420,890. 236,780. MT (+/- 180 meters Scaled) AK2907 AK2907 SUPERSEDED SURVEY CONTROL AK2907 AK2907 NGVD 29 - 1.160 (m) 3.81 (f) ADJUSTED 2 0 AK2907 AK2907.Superseded values are not recommended for survey control. AK2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2907.See file dsdata.txt to determine how the superseded data were derived. AK2907 AK2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM367118(NAD 83) AK2907_MARKER: DJ = TIDAL STATION DISK AK2907_SETTING: 32 = CONCRETE BULKHEAD AK2907_STAMPING: NO 1 1969 AK2907_MARK LOGO: CGS AK2907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK2907+STABILITY: SURFACE MOTION AK2907 AK2907 HISTORY - Date Condition Report By AK2907 HISTORY - 1969 MONUMENTED CGS AK2907 HISTORY - 1970 GOOD NGS AK2907 HISTORY - 1986 GOOD FLDNR AK2907 HISTORY - 1990 GOOD USPSQD AK2907 HISTORY - 19950108 GOOD USPSQD AK2907 HISTORY - 20021120 MARK NOT FOUND USPSQD AK2907 AK2907 STATION DESCRIPTION AK2907 AK2907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AK2907'AT EAU GALLIE. AK2907'AT EAU GALLIE, ABOUT 0.4 MILE EAST ALONG STATE HIGHWAY 518 FROM AK2907'THE JUNCTION OF U.S. HIGHWAY 1, ABOUT 150 YARDS NORTH OF THE AK2907'CENTER LINE OF THE HIGHWAY, SET ON THE TOP OF THE SOUTHWEST END AK2907'OF A CONCRETE RETAINING WALL NEAR THE SOUTWEST END OF AN OLD AK2907'WOODEN FISHING DOCK, 235 FEET EAST OF THE SOUTHEAST CORNER OF AK2907'THE EAU GALLIE PUBLIC LIBRARY, 28.6 FEET SOUTH OF AND ACROSS A AK2907'DRIVEWAY LEADING TO DOCK FROM COLLEGE 2 RM 5 107.4 FEET SOUTHEAST AK2907'OF COLLEGE 2 DESCRIBED, 22.2 FEET WEST OF THE EAST END OF THE AK2907'WALL, 8 FEET SOUTH OF THE CENTER LINE OF DRIVEWAY TO DOCK AND AK2907'LEVEL WITH THE DRIVEWAY. SEC. 16, T 27 S, R 37 E. AK2907 AK2907 STATION RECOVERY (1986) AK2907 AK2907'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 AK2907'RECOVERED IN GOOD CONDITION. AK2907 AK2907 STATION RECOVERY (1990) AK2907 AK2907'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE) AK2907'RECOVERED IN GOOD CONDITION. AK2907 AK2907 STATION RECOVERY (1995) AK2907 AK2907'RECOVERY NOTE BY US POWER SQUADRON 1995 AK2907'RECOVERED IN GOOD CONDITION. AK2907 AK2907 STATION RECOVERY (2002) AK2907 AK2907'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK2907'FISHING PIER AND ABUTMENT ARE NEW CONSTRUCTION. APPEARS THE MRK WAS AK2907'DESTROYED DURING RECONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK2996 *********************************************************************** AK2996 DESIGNATION - A 122 AK2996 PID - AK2996 AK2996 STATE/COUNTY- FL/BREVARD AK2996 USGS QUAD - TROPIC (1988) AK2996 AK2996 *CURRENT SURVEY CONTROL AK2996 ___________________________________________________________________ AK2996* NAD 83(1986)- 28 08 20. (N) 080 34 52. (W) SCALED AK2996* NAVD 88 - 4.026 (meters) 13.21 (feet) ADJUSTED AK2996 ___________________________________________________________________ AK2996 GEOID HEIGHT- -28.22 (meters) GEOID99 AK2996 DYNAMIC HT - 4.020 (meters) 13.19 (feet) COMP AK2996 MODELED GRAV- 979,183.4 (mgal) NAVD 88 AK2996 AK2996 VERT ORDER - FIRST CLASS II AK2996 AK2996.The horizontal coordinates were scaled from a topographic map and have AK2996.an estimated accuracy of +/- 6 seconds. AK2996 AK2996.The orthometric height was determined by differential leveling AK2996.and adjusted by the National Geodetic Survey in June 1991. AK2996 AK2996.The geoid height was determined by GEOID99. AK2996 AK2996.The dynamic height is computed by dividing the NAVD 88 AK2996.geopotential number by the normal gravity value computed on the AK2996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2996.degrees latitude (g = 980.6199 gals.). AK2996 AK2996.The modeled gravity was interpolated from observed gravity values. AK2996 AK2996; North East Units Estimated Accuracy AK2996;SPC FL E - 421,670. 241,150. MT (+/- 180 meters Scaled) AK2996 AK2996 SUPERSEDED SURVEY CONTROL AK2996 AK2996 NGVD 29 - 4.46 (m) 14.6 (f) COMPUTED 1 2 AK2996 AK2996.Superseded values are not recommended for survey control. AK2996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2996.See file dsdata.txt to determine how the superseded data were derived. AK2996 AK2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM411126(NAD 83) AK2996_MARKER: DB = BENCH MARK DISK AK2996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK2996_STAMPING: A 122 1945 AK2996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK2996+STABILITY: SURFACE MOTION AK2996 AK2996 HISTORY - Date Condition Report By AK2996 HISTORY - 1945 MONUMENTED CGS AK2996 HISTORY - 1953 GOOD NGS AK2996 HISTORY - 1965 MARK NOT FOUND NGS AK2996 HISTORY - 19950116 GOOD USPSQD AK2996 HISTORY - 20021123 MARK NOT FOUND USPSQD AK2996 AK2996 STATION DESCRIPTION AK2996 AK2996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 AK2996'6 MI NE FROM MELBOURNE. AK2996'ABOUT 2.6 MILES EAST ALONG STATE HIGHWAY 516 FROM THE FLORIDA AK2996'EAST COAST RAILWAY STATION AT MELBOURNE, THENCE ABOUT 3.35 MILES AK2996'NORTH ALONG STATE HIGHWAY A1A, AT THE JUNCTION OF STATE HIGHWAY AK2996'518 LEADING WEST TO EAU GALLIE, 52 FEET WEST OF CENTER LINE OF AK2996'HIGHWAY A1A, 30 1/2 FEET NORTH OF CENTER LINE OF HIGHWAY 518, AK2996'66 FEET NORTHWEST OF CENTER OF JUNCTION, 7 FEET SOUTHWEST OF A AK2996'POWER POLE, 2 FEET EAST-SOUTHEAST OF A WHITE WOODEN WITNESS POST, AK2996'ABOUT 1 1/2 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A AK2996'CONCRETE POST FLUSH WITH GROUND. MARK IS ABOUT 2.9 MILES EAST AK2996'ALONG STATE HIGHWAY 518 FROM THE POST OFFICE AT EAU GALLIE, AK2996'BREVARD COUNTY. AK2996 AK2996 STATION RECOVERY (1965) AK2996 AK2996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 AK2996'MARK NOT FOUND. AK2996 AK2996 STATION RECOVERY (1995) AK2996 AK2996'RECOVERY NOTE BY US POWER SQUADRON 1995 AK2996'RECOVERED IN GOOD CONDITION. AK2996 AK2996 STATION RECOVERY (2002) AK2996 AK2996'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK2996'NO EVIDENCE OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK0955 *********************************************************************** AK0955 DESIGNATION - AIRPORT 2 AK0955 PID - AK0955 AK0955 STATE/COUNTY- FL/BREVARD AK0955 USGS QUAD - TITUSVILLE (1988) AK0955 AK0955 *CURRENT SURVEY CONTROL AK0955 ___________________________________________________________________ AK0955* NAD 83(1990)- 28 30 40.10841(N) 080 47 39.43191(W) ADJUSTED AK0955* NAVD 88 - 9.89 (meters) 32.4 (feet) RESET AK0955 ___________________________________________________________________ AK0955 LAPLACE CORR- -0.23 (seconds) DEFLEC99 AK0955 GEOID HEIGHT- -28.04 (meters) GEOID99 AK0955 AK0955 HORZ ORDER - SECOND AK0955 VERT ORDER - THIRD AK0955 AK0955.This mark is at Space Center Exec Airport (TIX) AK0955 AK0955.The horizontal coordinates were established by classical geodetic methods AK0955.and adjusted by the National Geodetic Survey in May 1991. AK0955 AK0955.The orthometric height was computed from unverified reset data. AK0955 AK0955.The Laplace correction was computed from DEFLEC99 derived deflections. AK0955 AK0955.The geoid height was determined by GEOID99. AK0955 AK0955; North East Units Scale Converg. AK0955;SPC FL E - 462,869.414 220,136.907 MT 0.99994618 +0 05 53.5 AK0955;UTM 17 - 3,153,843.466 520,130.037 MT 0.99960500 +0 05 53.5 AK0955 AK0955: Primary Azimuth Mark Grid Az AK0955:SPC FL E - TIX AIRPORT AZ 268 24 42.0 AK0955:UTM 17 - TIX AIRPORT AZ 268 24 42.0 AK0955 AK0955|---------------------------------------------------------------------| AK0955| PID Reference Object Distance Geod. Az | AK0955| dddmmss.s | AK0955| AK0956 AIRPORT 2 RM 1 20616 | AK0955| AK0949 TIX AIRPORT AZ APPROX. 0.5 KM 2683035.5 | AK0955| AK0952 TIX AIRPORT 3 10.885 METERS 26831 | AK0955| AK0958 AIRPORT 2 RM 2 28628 | AK0955| AK5243 AIRPORT 111.548 METERS 35747 | AK0955|---------------------------------------------------------------------| AK0955 AK0955 SUPERSEDED SURVEY CONTROL AK0955 AK0955 NAD 83(1986)- 28 30 40.11531(N) 080 47 39.44496(W) AD( ) 2 AK0955 NAD 27 - 28 30 39.11419(N) 080 47 40.24885(W) AD( ) 2 AK0955 NGVD 29 - 10.29 (m) 33.8 (f) RESET 3 AK0955 AK0955.Superseded values are not recommended for survey control. AK0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK0955.See file dsdata.txt to determine how the superseded data were derived. AK0955 AK0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2013053843(NAD 83) AK0955_MARKER: DS = TRIANGULATION STATION DISK AK0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK0955_STAMPING: AIRPORT 2 1966 AK0955_MARK LOGO: CGS AK0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK0955+STABILITY: SURFACE MOTION AK0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK0955+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2002 AK0955 AK0955 HISTORY - Date Condition Report By AK0955 HISTORY - 1966 MONUMENTED CGS AK0955 HISTORY - 1970 GOOD NGS AK0955 HISTORY - 1970 GOOD NGS AK0955 HISTORY - 1971 GOOD NGS AK0955 HISTORY - 1975 GOOD NGS AK0955 HISTORY - 1975 GOOD NGS AK0955 HISTORY - 1979 GOOD NGS AK0955 HISTORY - 1987 MARK NOT FOUND USPSQD AK0955 HISTORY - 1988 GOOD USPSQD AK0955 HISTORY - 1990 POOR USPSQD AK0955 HISTORY - 19930831 MARK NOT FOUND GEOBAS AK0955 HISTORY - 20021023 GOOD FL-009 AK0955 AK0955 STATION DESCRIPTION AK0955 AK0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DWC) AK0955'STATION IS LOCATED AT THE TITUSVILLE-COCOA AIRPORT, ABOUT AK0955'12 MILES NORTH OF COCOA, 7 MILES SOUTH OF TITUSVILLE, 0.7 MILES AK0955'WEST OF U.S. HIGHWAY NO. 1, 220 FEET EAST FROM THE EAST EDGE OF AK0955'THE MOST EAST NORTH-SOUTH RUNWAY, 77 FEET NORTHEAST OF A PALM AK0955'TREE AND 26 FEET SOUTH OF THE NORTH EDGE OF A PARKING LOT. MARK AK0955'IS FLUSH AND THE DISK IS STAMPED AIRPORT 2 1966. AK0955' AK0955'REFERENCE MARK NUMBER 1 IS 73 FEET SOUTH OF THE NORTH EDGE AK0955'OF THE PARKING AREA AND 67 FEET SOUTHEAST OF A PALM TREE. MARK AK0955'IS FLUSH AND THE DISK IS STAMPED AIRPORT 2 NO 1 1966. AK0955' AK0955'REFERENCE MARK NUMBER 2 IS 28 FEET NORTH OF A PALM TREE, 11 FEET AK0955'SOUTHEAST OF A PARKING LOT LIGHT POLE AND 1 FOOT SOUTH OF THE AK0955'NORTH EDGE OF THE PARKING LOT. MARK IS FLUSH AND THE DISK IS AK0955'STAMPED AIRPORT 2 NO 2 1966. AK0955' AK0955'AZIMUTH MARK IS NEAR THE CENTER OF AN ISLAND BETWEEN 4 RUNWAYS AK0955'AND 1 FOOT NORTHEAST OF A STEEL POST WITH WITNESS SIGN ON IT. MARK AK0955'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED AIRPORT AZI. 1950. AK0955' AK0955'A LEVEL CONNECTION WAS MADE FROM AIRPORT 1950 TO AIRPORT 2 1966 AK0955'BEFORE STATION AIRPORT 1950 WAS DESTROYED. THE FIELD ELEVATION AK0955'FOR AIRPORT 2 IS 10.285 METERS. AK0955' AK0955'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS. AK0955 AK0955 STATION RECOVERY (1970) AK0955 AK0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WHS) AK0955'LOCATED IN THE PARKING AREA SOUTHEAST OF THE CONTROL TOWER AT AK0955'THE TI-CO AIRPORT, IN THIRD SPACE 25.6 FEET SOUTH OF NORTH EDGE OF AK0955'MACADAM, 14.4 FT. EAST OF WIRE FENCE, 25.4 FEET SOUTHEAST OF AK0955'SOUTH POST OF PEDESTRIAN GATE, AND 187 FEET SOUTHEAST OF AK0955'SOUTHEAST CORNER OF CONTROL TOWER BUILDING. AK0955' AK0955'A STANDARD DISK STAMPED AIRPORT 2 1966, SET IN TOP OF CONCRETE AK0955'POST WHICH IS FLUSH WITH MACADAM PARKING SURFACE. AK0955' AK0955'R. M. NO. 1 IS SOUTHWEST OF STATION 52.60 FEET, 9.7 FEET WEST AK0955'OF WIRE FENCE, 28.3 FEET NORTHWEST OF NORTH GATE POST OF VEHICLE AK0955'GATE, 68.3 FEET SOUTHWEST OF SOUTH POST OF PEDESTRIAN GATE, AND AK0955'IS A REFERENCE MARK DISK STAMPED AIRPORT 2 NO. 1 1966, SET IN AK0955'TOP OF A CONCRETE POST, FLUSH WITH MACADAM SURFACE. AK0955' AK0955'R. M. NO. 2 IS WEST OF STATION 81.28 FEET, 63.18 FEET WEST OF AK0955'SOUTH POST OF PEDESTRIAN GATE, 1.44 FEET SOUTH OF EDGE OF AK0955'MACADAM, AND IS A REFERENCE MARK DISK STAMPED AIRPORT 2 NO. 2 AK0955'1966, SET IN TOP OF CONCRETE POST, FLUSH WITH MACADAM SURFACE. AK0955' AK0955'DISTANCE BETWEEN REFERENCE MARKS IS 88.95 FEET. AK0955' AK0955'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD AK0955'520 IN COCOA, GO NORTH ON U.S. 1 FOR 11.30 MILES TO AIRPORT AK0955'ROAD LEADING WEST TO TI-CO AIRPORT (OR DRIVE SOUTH 6.8 MILES AK0955'SOUTH ON U.S. 1 FROM THE CITY ADMINISTRATION BUILDING IN AK0955'TITUSVILLE, TO AIRPORT ROAD) THENCE WEST ON AIRPORT ROAD AK0955'0.65 MILE TO STATION SITE. AK0955 AK0955 STATION RECOVERY (1970) AK0955 AK0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 AK0955'7.5 MI S FROM TITUSVILLE. AK0955'LOCATED IN THE PARKING AREA SOUTHEAST OF THE CONTROL TOWER AT AK0955'THE TI-CO AIRPORT, IN THIRD PARKING SPACE, 25.6 FEET SOUTH AK0955'OF THE NORTH EDGE OF MACADAM, 14.4 FEET EAST OF WIRE FENCE, AK0955'25.4 FEET SOUTHEAST OF SOUTH POST OF PEDESTRIAN GATE, AND AK0955'187 FEET SOUTHEAST OF SOUTHEAST CORNER OF CONTROL TOWER BUILDING. AK0955'DISK IS SET IN TOP OF CONCRETE POST WHICH IS FLUSH WITH MACADAM AK0955'SURFACE. TO REACH FROM INTERSECTION OF U.S. HIGHWAY 1 AND AK0955'STATE ROAD 520 IN COCOA, GO NORTH ON U.S. 1 FOR 11.30 MILES AK0955'TO AIRPORT ROAD LEADING WEST TO TI-CO AIRPORT (OR DRIVE SOUTH AK0955'6.8 MILES SOUTH ON U.S. 1 FROM THE CITY ADMINISTRATION BUILDING AK0955'IN TITUSVILLE, TO AIRPORT ROAD) THENCE WEST ON AIRPORT ROAD AK0955'0.65 MILE TO STATION SITE. NOTE-- IT IS NOW LOCATED INSIDE AK0955'AND NEAR THE CENTER, OF THE AIRPORT FIRE STATION. AK0955 AK0955 STATION RECOVERY (1971) AK0955 AK0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS) AK0955'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION. A AK0955'SMALL BUILDING WHICH IS USED AS THE AIRPORT FIRE STATION WAS AK0955'BUILT OVER THE STATION MARK, BLOCKING THE VISIBILITY IN ALL AK0955'DIRECTIONS EXCEPT TO THE AZIMUTH MARK WHICH IS VISIBLE THROUGH AK0955'THE WEST DOOR OF THE BUILDING. AIRPORT 3 WAS ESTABLISHED AT THE AK0955'WEST SIDE OF THE FIRE STATION AND DIRECTLY ON LINE TO THE AK0955'AZIMUTH MARK. AIRPORT 2 1966 WAS NOT DESTROYED AT THIS TIME AS AK0955'THE FIRE STATION APPEARS TO BE A TEMPORARY BUILDING AND AK0955'MAY BE REMOVED IN THE FUTURE. A NEW DESCRIPTION AK0955'FOLLOWS-- AK0955' AK0955'STATION IS LOCATED AT ABOUT THE CENTER AND INSIDE THE FIRE AK0955'STATION AT THE TITUSVILLE-COCOA TRI-COUNTY AIRPORT ABOUT AK0955'12 MILES NORTH OF COCOA AND ABOUT 7 MILES SOUTH OF AK0955'TITUSVILLE. STATION, A STANDARD DISK SET IN THE TOP OF A CONCRETE AK0955'POST AND STAMPED AIRPORT 2 1966 IS FLUSH WITH THE MACADAM FLOOR AK0955'OF THE FIRE STATION. AK0955' AK0955'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A AK0955'CONCRETE POST AND STAMPED AIRPORT 2 NO 1 1966, IS 28 FEET AK0955'NORTHWEST OF THE NORTH GATE POST OF A CHAIN LINK FENCE, 26 FEET AK0955'NORTHWEST OF A POWER POLE WITH LIGHT, 25-1/2 FEET SOUTHWEST OF THE AK0955'SOUTHWEST CORNER OF FIRE STATION AND 9-1/2 FEET WEST OF A CHAIN AK0955'LINK FENCE. THE MARK IS FLUSH WITH THE MACADAM PAVEMENT. AK0955' AK0955'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A AK0955'CONCRETE POST AND STAMPED AIRPORT 2 NO 2 1966, IS 64 FEET WEST AK0955'OF THE WEST SIDE OF THE FIRE STATION, 34 FEET SOUTHWEST OF A POWER AK0955'POLE AND 1 FOOT SOUTH OF THE NORTH EDGE OF MACADAM PAVEMENT. THE AK0955'MARK IS FLUSH. AK0955' AK0955'AIRPORT 3 1971, A STANDARD DISK SET IN THE TOP OF A CONCRETE AK0955'POST AND STAMPED AIRPORT 3 1971, IS 57 FEET SOUTHEAST OF A AK0955'POWER POLE WITH LIGHT, 37 FEET SOUTHWEST OF A POWER POLE, AK0955'32 FEET NORTHWEST OF THE SOUTHWEST CORNER OF FIRE STATION, AK0955'26-1/2 FEET SOUTH OF THE NORTH EDGE OF MACADAM PAVEMENT AND AK0955'21-1/2 FEET WEST OF THE WEST DOOR OF FIRE STATION. THE MARK AK0955'IS FLUSH WITH PAVEMENT. AK0955' AK0955'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A CONCRETE AK0955'POST AND STAMPED AIRPORT AZI 1950 IS NEAR THE CENTER OF AN AK0955'ISLAND BETWEEN FOUR RUNWAYS AND 1 FOOT NORTHEAST OF A WITNESS AK0955'POST. THE MARK PROJECTS ABOUT 2 INCHES. AK0955' AK0955'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AK0955'ABOUT 7 MILES S OF TITUSVILLE. AK0955 AK0955 STATION RECOVERY (1975) AK0955 AK0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVT) AK0955'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS AK0955'DESCRIBED IN THE 1971 DESCRIPTION. AK0955 AK0955 STATION RECOVERY (1975) AK0955 AK0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 AK0955'RECOVERED IN GOOD CONDITION. AK0955 AK0955 STATION RECOVERY (1979) AK0955 AK0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 AK0955'RECOVERED IN GOOD CONDITION. AK0955 AK0955 STATION RECOVERY (1987) AK0955 AK0955'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE) AK0955'MARK NOT FOUND. AK0955 AK0955 STATION RECOVERY (1988) AK0955 AK0955'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE) AK0955'RECOVERED IN GOOD CONDITION. AK0955 AK0955 STATION RECOVERY (1990) AK0955 AK0955'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE) AK0955'MARK RECOVERED IN POOR CONDITION. AK0955 AK0955 STATION RECOVERY (1993) AK0955 AK0955'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1993 AK0955'NOT FOUND AK0955 AK0955 STATION RECOVERY (2002) AK0955 AK0955'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2002 (SRV) AK0955'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK4032 *********************************************************************** AK4032 DESIGNATION - ANT 2 AK4032 PID - AK4032 AK4032 STATE/COUNTY- FL/BREVARD AK4032 USGS QUAD - MELBOURNE EAST (1980) AK4032 AK4032 *CURRENT SURVEY CONTROL AK4032 ___________________________________________________________________ AK4032* NAD 83(1990)- 28 03 35.38319(N) 080 33 12.97526(W) ADJUSTED AK4032* NAVD 88 - 5.159 (meters) 16.93 (feet) ADJUSTED AK4032 ___________________________________________________________________ AK4032 LAPLACE CORR- -1.12 (seconds) DEFLEC99 AK4032 GEOID HEIGHT- -28.18 (meters) GEOID99 AK4032 DYNAMIC HT - 5.151 (meters) 16.90 (feet) COMP AK4032 MODELED GRAV- 979,176.9 (mgal) NAVD 88 AK4032 AK4032 HORZ ORDER - SECOND AK4032 VERT ORDER - FIRST CLASS II AK4032 AK4032.The horizontal coordinates were established by classical geodetic methods AK4032.and adjusted by the National Geodetic Survey in May 1991. AK4032 AK4032.The orthometric height was determined by differential leveling AK4032.and adjusted by the National Geodetic Survey in June 1991. AK4032 AK4032.The Laplace correction was computed from DEFLEC99 derived deflections. AK4032 AK4032.The geoid height was determined by GEOID99. AK4032 AK4032.The dynamic height is computed by dividing the NAVD 88 AK4032.geopotential number by the normal gravity value computed on the AK4032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK4032.degrees latitude (g = 980.6199 gals.). AK4032 AK4032.The modeled gravity was interpolated from observed gravity values. AK4032 AK4032; North East Units Scale Converg. AK4032;SPC FL E - 412,919.216 243,881.714 MT 0.99996493 +0 12 35.9 AK4032;UTM 17 - 3,103,910.311 543,866.741 MT 0.99962375 +0 12 35.9 AK4032 AK4032: Primary Azimuth Mark Grid Az AK4032:SPC FL E - ANT 2 RM 3 340 16 50.1 AK4032:UTM 17 - ANT 2 RM 3 340 16 50.1 AK4032 AK4032|---------------------------------------------------------------------| AK4032| PID Reference Object Distance Geod. Az | AK4032| dddmmss.s | AK4032| DE3859 ANT 2 RM 1 18.911 METERS 06849 | AK4032| AK4033 ANT 2 RM 2 40.471 METERS 15310 | AK4032| DE3860 ANT 2 RM 3 3402926.0 | AK4032|---------------------------------------------------------------------| AK4032 AK4032 SUPERSEDED SURVEY CONTROL AK4032 AK4032 NAD 83(1986)- 28 03 35.38877(N) 080 33 12.98987(W) AD( ) 2 AK4032 NAD 27 - 28 03 34.33200(N) 080 33 13.80000(W) AD( ) 2 AK4032 NGVD 29 - 5.595 (m) 18.36 (f) ADJ UNCH 1 2 AK4032 AK4032.Superseded values are not recommended for survey control. AK4032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK4032.See file dsdata.txt to determine how the superseded data were derived. AK4032 AK4032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4386703910(NAD 83) AK4032_MARKER: DS = TRIANGULATION STATION DISK AK4032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK4032_STAMPING: ANT 2 1934 AK4032_MARK LOGO: CGS AK4032_MAGNETIC: N = NO MAGNETIC MATERIAL AK4032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK4032+STABILITY: SURFACE MOTION AK4032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK4032+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2002 AK4032 AK4032 HISTORY - Date Condition Report By AK4032 HISTORY - 1934 MONUMENTED CGS AK4032 HISTORY - 1939 GOOD FLGS AK4032 HISTORY - 1948 POOR CGS AK4032 HISTORY - 1965 GOOD CGS AK4032 HISTORY - 1970 GOOD NGS AK4032 HISTORY - 1970 GOOD NGS AK4032 HISTORY - 1971 GOOD NGS AK4032 HISTORY - 1971 GOOD NGS AK4032 HISTORY - 1987 GOOD USPSQD AK4032 HISTORY - 1990 GOOD USPSQD AK4032 HISTORY - 19930824 GOOD GEOBAS AK4032 HISTORY - 20020804 MARK NOT FOUND USPSQD AK4032 HISTORY - 20021107 GOOD FL-009 AK4032 AK4032 STATION DESCRIPTION AK4032 AK4032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB) AK4032'A 37-FOOT SIGNAL USED AT THIS STATION CLEARED ALL LINES. AK4032' AK4032'THIS STATION IS ABOUT 3-1/2 MILES ESE OF MELBOURNE, A CITY ON U.S. AK4032'HIGHWAY 1, AND 0.7 MILES S OF THE MELBOURNE BEACH SWIMMING POOL, ON AK4032'THE SEA BEACH BETWEEN THE ATLANTIC OCEAN AND THE INDIAN RIVER. IT AK4032'IS ON THE SECOND SAND RIDGE W OF THE BEACH, 80 PACES W OF THE AK4032'HIGH-WATER MARK, AND 14 METERS W OF A SAND ROAD RUNNING N AND S. AK4032'THE GROUND IS COVERED WITH SMALL PALMETTO BRUSH. AK4032' AK4032'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS AK4032'SET IN CONCRETE AS DESCRIBED. AK4032' AK4032'REFERENCE MARK NO. 1 IS 10 METERS E OF THE CENTER LINE OF THE ROAD. AK4032' AK4032'REFERENCE MARK NO. 2 IS 6 METERS W OF THE CENTER LINE OF THE ROAD. AK4032' AK4032'REFERENCE MARK NO. 3, THE AZIMUTH MARK, IS APPROXIMATELY 0.35 MILE N AK4032'OF THE STATION, JUST S OF THE END OF THE PAVEMENT LEADING S FROM AK4032'MELBOURNE BEACH, 6.3 METERS E OF THE CENTER LINE OF THE SAND ROAD, AK4032'6.7 METERS S OF THE W END OF A HEDGE ROW, 21.3 METERS S OF THE S AK4032'END OF A CONCRETE SIDEWALK ON THE E SIDE OF THE PAVEMENT, AND IN AK4032'LINE WITH THE MOST WESTERLY ROW OF TREES ON THE E SIDE OF THE AK4032'PAVEMENT. AK4032' AK4032'TO REACH THE STATION GO TO THE MELBOURNE BEACH SWIMMING POOL ON THE AK4032'OCEAN AND THEN S ON THE MOST EASTERLY ROAD TO THE STATION AT 0.7 AK4032'MILE. AK4032 AK4032 STATION RECOVERY (1939) AK4032 AK4032'RECOVERY NOTE BY FLORIDA GEODETIC SURVEY 1939 AK4032'REFERENCE MARK NO. 2 WAS LOWERED 1.8 FEET. WITHOUT DISTURBING AK4032'HORIZONTAL LOCATION. LETTER OF G. D. BARNHART, FLORIDA MAPPING AK4032'PROJECT, DATED FEBRUARY 15, 1939. AK4032 AK4032 STATION RECOVERY (1948) AK4032 AK4032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GEM) AK4032'STATION IS LOCATED 0.65 MILE S OF MELBOURNE SWIMMING POOL ALONG STATE AK4032'HIGHWAY A1A. STATION IS 35.3 FEET W OF THE CENTER LINE OF THE ROAD AK4032'AND OPPOSITE A SAND ROAD LEADING TO THE OCEAN BEACH. AK4032' AK4032'STATION MARK IS A BRONZE STATION DISK STAMPED ANT 2 1934 AND SET IN AK4032'A 12-INCH-DIAMETER CONCRETE MONUMENT WHICH PROJECTS 0.5 FOOT ABOVE AK4032'GROUND. THE EDGES OF THE CONCRETE MONUMENT ARE CONSIDERABLY AK4032'CHIPPED, BUT THE STATION IS SOLID AND APPARENTLY HAS NOT BEEN MOVED. AK4032'A WHITE GUARD STAKE WAS SET 1.5 FEET W OF THE STATION, PROJECTING AK4032'2.5 FEET ABOVE GROUND. AK4032' AK4032'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED ANT 2 1934 NO 1, AK4032'AND SET IN A 12-INCH-DIAMETER CONCRETE MONUMENT 0.6 FOOT BELOW THE AK4032'SURFACE OF THE GROUND. IT IS 26.8 FEET W OF THE CENTER LINE OF AK4032'BLACK-TOP ROAD AND AT THE S EDGE OF A SAND TRAIL LEADING TO THE AK4032'OCEAN BEACH. AK4032' AK4032'REFERENCE MARK 2 WAS FOUND IN RUINS. THE DISK WAS REMOVED AND AK4032'FORWARDED TO THE WASHINGTON, D.C. OFFICE. AK4032' AK4032'REFERENCE MARK 3 WAS NOT FOUND AFTER A THOROUGH SEARCH. AK4032' AK4032'REFERENCE MARK 4 WAS SET. IT IS A BRONZE REFERENCE DISK STAMPED ANT AK4032'2 1934 NO 4 1948, SET IN A 9.0-INCH SQUARE CONCRETE MONUMENT AK4032'PROJECTING 0.6 FOOT ABOVE GROUND. IT IS 49.3 FEET E OF THE BLACK AK4032'TOP ROAD AND 40 FEET S OF THE SAND TRAIL LEADING TO THE OCEAN BEACH. AK4032' AK4032'REFERENCE MARK 5 WAS SET. IT IS A BRONZE REFERENCE DISK STAMPED ANT AK4032'2 1934 NO 5 1948, AND IS SET IN A 9.0-INCH SQUARE CONCRETE MONUMENT AK4032'PROJECTING 0.6 FOOT ABOVE GROUND. IT IS 47.5 FEET W OF THE CENTER AK4032'LINE OF BLACK-TOP ROAD. AK4032 AK4032 STATION RECOVERY (1965) AK4032 AK4032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AWS) AK4032'STATION WAS RECOVERED IN GOOD CONDITION. AK4032' AK4032'MELBOURNE SWIMMING POOL IS NOW KNOWN AS THE MELBOURNE BEACH CASINO. AK4032 AK4032 STATION RECOVERY (1970) AK4032 AK4032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RRG) AK4032'THE STATION WAS RECOVERED AND IN GOOD CONDITION. REFERENCE MARKS 1, AK4032'2 AND 3 (AZIMUTH MARK) WERE SEARCHED FOR BUT NOT RECOVERED. THE AK4032'STATION MAY BE REACHED BY GOING 0.8 MILE SOUTHEAST ALONG STATE AK4032'HIGHWAY A 1 A FROM THE POST OFFICE AT MELBOURNE BEACH, DIRECTLY AK4032'WEST AND ACROSS THE HIGHWAY FROM THE CENTER LINE OF A SAND ROAD AK4032'LEADING EAST TO THE OCEAN, 155 FEET NORTH OF A LARGE CONCRETE AK4032'LIGHT POLE, 34 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET AK4032'NORTH OF A METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AK4032'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE THE AK4032'LEVEL OF THE GROUND. AK4032' AK4032'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.8 MILE SOUTHEAST AK4032'OF MELBOURNE BEACH. AK4032 AK4032 STATION RECOVERY (1970) AK4032 AK4032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 AK4032'0.8 MI SE FROM MELBOURNE BEACH. AK4032'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY A 1 A FROM THE AK4032'POST OFFICE AT MELBOURNE BEACH, DIRECTLY ACROSS THE HIGHWAY FROM AK4032'THE CENTER LINE OF A SAND ROAD LEADING EAST TO OCEAN, 34 FEET AK4032'WEST OF THE CENTER LINE OF THE HIGHWAY, 155 FEET NORTH OF A AK4032'CONCRETE POWER LINE POLE, 2 FEET NORTH OF A METAL WITNESS POST, AK4032'3 FEET ABOVE THE LEVEL OF STATE HIGHWAY A 1 A AND SET IN THE TOP AK4032'OF A CONCRETE POST PROJECTING 10 INCHES ABOVE THE LEVEL OF THE AK4032'GROUND. THE DISK IS STAMPED ANT 2 1934. SEC 8, T28S, R38E. AK4032 AK4032 STATION RECOVERY (1971) AK4032 AK4032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WHS) AK4032'STATION MARK WAS RECOVERED IN GOOD CONDITION. THE RMS WERE NOT AK4032'FOUND. AK4032' AK4032'THE 1970 DESCRIPTION BY R. GERRISH IS ADEQUATE. AK4032 AK4032 STATION RECOVERY (1971) AK4032 AK4032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 AK4032'RECOVERED IN GOOD CONDITION. AK4032 AK4032 STATION RECOVERY (1987) AK4032 AK4032'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE) AK4032'RECOVERED IN GOOD CONDITION. AK4032 AK4032 STATION RECOVERY (1990) AK4032 AK4032'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE) AK4032'RECOVERED IN GOOD CONDITION. AK4032 AK4032 STATION RECOVERY (1993) AK4032 AK4032'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1993 AK4032'THE STATION IS LOCATED 2 MI (3.22 KM) SOUTH-SOUTHEAST OF INDIALANTIC AK4032'AND IN MELBOURNE BEACH ALONG THE RIGHT OF WAY 0F STATE ROAD A1A. AK4032'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 192 AND AK4032'STATE ROAD A1A, GO SOUTH ON STATE ROAD A1A, 2.5 MI (4.02 KM) TO THE AK4032'STATION ON THE RIGHT. AK4032'THE STATION IS A U.S. COAST GEODETIC SURVEY TRIANGULATION STATION DISK AK4032'STAMPED ---ANT 2 1934--- SET IN A 12 INCH ROUND CONCRETE MONUMENT AK4032'THAT IS FLUSH WITH A BUILT UP MOUND AND 1.5 FT (0.46 M) ABOVE THE AK4032'LEVEL OF STATE ROAD A1A. IT IS 35.7 FT (10.88 M) WEST-SOUTHWEST OF AK4032'THE CENTER OF STATE ROAD A1A, 95.0 FT (28.96 M) SOUTH OF AN ENTRANCE AK4032'DRIVE TO A CONDO, 52.8 FT (16.09 M)EAST-NORTHEAST OF THE NORTHEAST AK4032'CORNER OF A TWO STORY CONCRETE BUILDING AND 12.5 FT (3.81 M) AK4032'EAST-NORTHEAST OF A FIRE HYDRANT. AK4032 AK4032 STATION RECOVERY (2002) AK4032 AK4032'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMP) AK4032'PID NOT FOUND BUT IN VICINITY IS R-137-T BREV. CO. YEAR 1980. RUBBING AK4032'OF DISK BEING SENT WITH 77-4 AK4032 AK4032 STATION RECOVERY (2002) AK4032 AK4032'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2002 (SRV) AK4032'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK5989 *********************************************************************** AK5989 DESIGNATION - BLUE 2 OFFSET 1953 AK5989 PID - AK5989 AK5989 STATE/COUNTY- FL/BREVARD AK5989 USGS QUAD - MELBOURNE EAST (1980) AK5989 AK5989 *CURRENT SURVEY CONTROL AK5989 ___________________________________________________________________ AK5989* NAD 83(1990)- 28 07 03.29433(N) 080 34 30.91275(W) ADJUSTED AK5989* NAVD 88 - 5. (meters) 16. (feet) SCALED AK5989 ___________________________________________________________________ AK5989 LAPLACE CORR- -0.69 (seconds) DEFLEC99 AK5989 GEOID HEIGHT- -28.21 (meters) GEOID99 AK5989 AK5989 HORZ ORDER - SECOND AK5989 AK5989.The horizontal coordinates were established by classical geodetic methods AK5989.and adjusted by the National Geodetic Survey in May 1991. AK5989 AK5989.The orthometric height was scaled from a topographic map. AK5989 AK5989.The Laplace correction was computed from DEFLEC99 derived deflections. AK5989 AK5989.The geoid height was determined by GEOID99. AK5989 AK5989; North East Units Scale Converg. AK5989;SPC FL E - 419,311.576 241,731.177 MT 0.99996266 +0 12 00.6 AK5989;UTM 17 - 3,110,300.490 541,716.938 MT 0.99962148 +0 12 00.6 AK5989 AK5989: Primary Azimuth Mark Grid Az AK5989:SPC FL E - PATRICK S BASE 163 27 28.8 AK5989:UTM 17 - PATRICK S BASE 163 27 28.8 AK5989 AK5989|---------------------------------------------------------------------| AK5989| PID Reference Object Distance Geod. Az | AK5989| dddmmss.s | AK5989| AK3099 BLUE 2 RESET 37.495 METERS 07451 | AK5989| AK5988 PATRICK SB CAMERA PAD N 23.027 METERS 13851 | AK5989| AK4003 PATRICK S BASE APPROX. 0.9 KM 1633929.4 | AK5989|---------------------------------------------------------------------| AK5989 AK5989 SUPERSEDED SURVEY CONTROL AK5989 AK5989 NAD 83(1986)- 28 07 03.30003(N) 080 34 30.92724(W) AD( ) 2 AK5989 NAD 27 - 28 07 02.25249(N) 080 34 31.73502(W) AD( ) 2 AK5989 AK5989.Superseded values are not recommended for survey control. AK5989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5989.See file dsdata.txt to determine how the superseded data were derived. AK5989 AK5989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4171710300(NAD 83) AK5989_MARKER: Z = SEE DESCRIPTION AK5989_SETTING: 0 = UNSPECIFIED SETTING AK5989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AK5989 AK5989 HISTORY - Date Condition Report By AK5989 HISTORY - 1953 MONUMENTED CGS AK5989 HISTORY - 20021120 MARK NOT FOUND USPSQD AK5989 AK5989 STATION DESCRIPTION AK5989 AK5989'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 AK5989'SEE STATION BLUE 2 AK5989 AK5989 STATION RECOVERY (2002) AK5989 AK5989'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK5989'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK7481 *********************************************************************** AK7481 DESIGNATION - BREVARD GPS 1010 AK7481 PID - AK7481 AK7481 STATE/COUNTY- FL/BREVARD AK7481 USGS QUAD - COCOA BEACH (1976) AK7481 AK7481 *CURRENT SURVEY CONTROL AK7481 ___________________________________________________________________ AK7481* NAD 83(1999)- 28 16 10.33831(N) 080 36 23.22261(W) ADJUSTED AK7481* NAVD 88 - 1.0 (meters) 3. (feet) GPS OBS AK7481 ___________________________________________________________________ AK7481 X - 917,530.517 (meters) COMP AK7481 Y - -5,546,227.736 (meters) COMP AK7481 Z - 3,002,833.539 (meters) COMP AK7481 LAPLACE CORR- -0.55 (seconds) DEFLEC99 AK7481 ELLIP HEIGHT- -27.25 (meters) GPS OBS AK7481 GEOID HEIGHT- -28.22 (meters) GEOID99 AK7481 AK7481 HORZ ORDER - FIRST AK7481 ELLP ORDER - FOURTH CLASS I AK7481 AK7481.The horizontal coordinates were established by GPS observations AK7481.and adjusted by the National Geodetic Survey in June 2002. AK7481 AK7481.The orthometric height was determined by GPS observations and a AK7481.high-resolution geoid model. AK7481 AK7481.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7481 AK7481.The Laplace correction was computed from DEFLEC99 derived deflections. AK7481 AK7481.The ellipsoidal height was determined by GPS observations AK7481.and is referenced to NAD 83. AK7481 AK7481.The geoid height was determined by GEOID99. AK7481 AK7481; North East Units Scale Converg. AK7481;SPC FL E - 436,140.721 238,611.390 MT 0.99995957 +0 11 11.0 AK7481;UTM 17 - 3,127,123.893 538,598.216 MT 0.99961839 +0 11 11.0 AK7481 AK7481: Primary Azimuth Mark Grid Az AK7481:SPC FL E - BREVARD GPS 1009 171 33 08.5 AK7481:UTM 17 - BREVARD GPS 1009 171 33 08.5 AK7481 AK7481|---------------------------------------------------------------------| AK7481| PID Reference Object Distance Geod. Az | AK7481| dddmmss.s | AK7481| AK7480 BREVARD GPS 1009 APPROX. 0.8 KM 1714419.5 | AK7481|---------------------------------------------------------------------| AK7481 AK7481 SUPERSEDED SURVEY CONTROL AK7481 AK7481 NAD 83(1990)- 28 16 10.33758(N) 080 36 23.22259(W) AD( ) 1 AK7481 NAD 83(1990)- 28 16 10.33758(N) 080 36 23.22259(W) AD( ) 1 AK7481 ELLIP HT - -27.26 (m) GP( ) 4 1 AK7481 AK7481.Superseded values are not recommended for survey control. AK7481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7481.See file dsdata.txt to determine how the superseded data were derived. AK7481 AK7481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3859827124(NAD 83) AK7481_MARKER: I = METAL ROD AK7481_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AK7481_STAMPING: GPS 1010 1993 AK7481_MARK LOGO: FL-009 AK7481_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AK7481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK7481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7481+SATELLITE: SATELLITE OBSERVATIONS - 1993 AK7481 AK7481 HISTORY - Date Condition Report By AK7481 HISTORY - 1993 MONUMENTED GEOBAS AK7481 HISTORY - 20021122 GOOD USPSQD AK7481 AK7481 STATION DESCRIPTION AK7481 AK7481'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993 AK7481'THE STATION IS LOCATED 9 MI (14.48 KM) SOUTH OF COCOA BEACH AND 6 MI AK7481'(9.66 KM) NORTHEAST OF PALM SHORES IN THE RIGHT OF WAY OF STATE ROAD AK7481'A1A. AK7481'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 404 AND STATE AK7481'ROAD A1A GO NORTH ON STATE ROAD A1A, 4.0 MI (6.44 KM) TO THE STATION AK7481'ON THE LEFT IN THE MEDIAN. AK7481'THE STATION IS AN ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND TO REFUSAL AK7481'WITH A BREVARD COUNTY LOGO CAP STAMPED ---GPS 1010 1993--- THAT IS AK7481'3 INCHES BELOW THE GROUND AND THE STATION IS RECESSED 9 INCHES BELOW AK7481'THE GROUND. IT IS 14.7 FT (4.48 M) WEST OF THE CENTER OF THE AK7481'NORTHBOUND LANES OF STATE ROAD A1A, 19.2 FT (5.85 M) EAST OF THE AK7481'CENTER OF THE SOUTHBOUND LANES OF STATE ROAD A1A AND 3.3 FT (1.01 M) AK7481'SOUTH OF A CARSONITE WITNESS POST. NOTE THE HORIZONTAL CONTROL POINT AK7481'IS A PUNCH MARK ON THE ALUMINUM ALLOY ROD THAT IS ACCESSED THROUGH A AK7481'5-1/2 INCH ACCESS COVER. AK7481'REFERENCES-- AK7481'X-CUT SET IN THE NORTHWEST CORNER OF A CONCRETE CATCH BASIN ON A AK7481'MAGNETIC AZIMUTH OF 86 DEGREES AT 39.45 FT (12.02 M). AK7481'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST EDGE OF AK7481'PAVEMENT OF THE SOUTHBOUND LANES OF STATE ROAD A1A ON A MAGNETIC AK7481'AZIMUTH OF 215 DEGREES AT 12.52 FT (3.82 M). AK7481'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST EDGE OF AK7481'PAVEMENT OF THE SOUTHBOUND LANES OF STATE ROAD A1A ON A MAGNETIC AK7481'AZIMUTH OF 325 DEGREES AT 12.23 FT (3.73 M). AK7481 AK7481 STATION RECOVERY (2002) AK7481 AK7481'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK7481'THE CAP IS 8 INCHES BELOW GROUND LEVEL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AE6234 *********************************************************************** AE6234 DESIGNATION - C 54 1 AE6234 PID - AE6234 AE6234 STATE/COUNTY- FL/BREVARD AE6234 USGS QUAD - FELLSMERE SW (1970) AE6234 AE6234 *CURRENT SURVEY CONTROL AE6234 ___________________________________________________________________ AE6234* NAD 83(1986)- 27 49 27. (N) 080 39 27. (W) SCALED AE6234* NAVD 88 - 9.846 (meters) 32.30 (feet) ADJUSTED AE6234 ___________________________________________________________________ AE6234 GEOID HEIGHT- -27.64 (meters) GEOID99 AE6234 DYNAMIC HT - 9.831 (meters) 32.25 (feet) COMP AE6234 MODELED GRAV- 979,158.2 (mgal) NAVD 88 AE6234 AE6234 VERT ORDER - SECOND CLASS I AE6234 AE6234.The horizontal coordinates were scaled from a topographic map and have AE6234.an estimated accuracy of +/- 6 seconds. AE6234 AE6234.The orthometric height was determined by differential leveling AE6234.and adjusted by the National Geodetic Survey in February 1998. AE6234 AE6234.The geoid height was determined by GEOID99. AE6234 AE6234.The dynamic height is computed by dividing the NAVD 88 AE6234.geopotential number by the normal gravity value computed on the AE6234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE6234.degrees latitude (g = 980.6199 gals.). AE6234 AE6234.The modeled gravity was interpolated from observed gravity values. AE6234 AE6234; North East Units Estimated Accuracy AE6234;SPC FL E - 386,770. 233,740. MT (+/- 180 meters Scaled) AE6234 AE6234 SUPERSEDED SURVEY CONTROL AE6234 AE6234.No superseded survey control is available for this station. AE6234 AE6234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL337777(NAD 83) AE6234_MARKER: DD = SURVEY DISK AE6234_SETTING: 31 = BRIDGE GUARDRAIL AE6234_STAMPING: C 54 1 AE6234_MARK LOGO: FLSRD AE6234_MAGNETIC: N = NO MAGNETIC MATERIAL AE6234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE6234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE6234+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1995 AE6234 AE6234 HISTORY - Date Condition Report By AE6234 HISTORY - 1995 MONUMENTED FLSRD AE6234 HISTORY - 19951129 GOOD FLDEP AE6234 HISTORY - 20021017 GOOD FL-009 AE6234 AE6234 STATION DESCRIPTION AE6234 AE6234'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM) AE6234'THE MARK IS ABOUT 5.1 MI (8.2 KM) WEST-NORTHWEST OF FELLSMERE ON THE AE6234'NORTH SIDE OF CANAL 54 IN SECTION 31, TOWNSHIP 30 SOUTH, RANGE 37 AE6234'EAST. TO REACH THE MARK FROM THE POST OFFICE IN FELLSMERE, GO WEST ON AE6234'COUNTY ROAD 512 FOR 0.35 MI (0.56 KM) TO THE JUNCTION OF COUNTY ROAD AE6234'507 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 507 (BROADWAY STREET) AND AE6234'GO NORTH FOR 0.4 MI (0.6 KM) TO A STOP SIGN (SOUTH CAROLINE AVENUE), AE6234'TURN LEFT ON COUNTY ROAD 507 (SOUTH CAROLINE AVENUE) AND GO WEST FOR AE6234'0.4 MI (0.6 KM) TO A 90 DEGREE TURN TO THE RIGHT (138TH AVENUE), TURN AE6234'RIGHT ON COUNTY ROAD 507 (138TH AVENUE) AND GO NORTH FOR 3.35 MI (5.39 AE6234'KM) TO THE BRIDGE OVER CANAL 54, CONTINUE NORTH ON COUNTY ROAD 507 AE6234'(138TH AVENUE) FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF A GRADED AE6234'ROAD, (ON THE NORTH SIDE OF CANAL 54) AND A LOCKED GATE ON THE LEFT, AE6234'TURN LEFT ON THE GRADED ROAD, PASSING THROUGH THE LOCKED GATE, GO WEST AE6234'FOR 3.1 MI (5.0 KM) TO THE MARK ON THE LEFT, SET IN THE NORTHWEST END AE6234'OF THE MARYA CONCRETE BRIDGE GUARDRAIL, 3.0 FT (0.9 M) ABOVE THE LEVEL AE6234'OF THE ROAD. LOCATED 285.0 FT (86.9 M) NORTH OF THE SOUTH END OF THE AE6234'BRIDGE DECK, 43.0 FT (13.1 M) SOUTH OF THE APPROXIMATE CENTERLINE OF AE6234'THE GRADED ROAD, 16.2 FT (4.9 M) SOUTH OF THE NORTH END OF THE BRIDGE AE6234'DECK, 10.4 FT (3.2 M) WEST OF THE CENTER OF THE BRIDGE, 2.7 FT (0.8 M) AE6234'SOUTH OF A 16.6 FT (5.1 M) LONG THE GUARDRAIL AND 1.0 FT (0.3 M) AE6234'SOUTHEAST OF THE NORTHWEST END OF THE CONCRETE GUARDRAIL. NOTE FOR KEY AE6234'CONTACT TOMMY WALTERS, ST. JOHN WATER MANAGEMENT DISTICT, PALATKA, AE6234'FL. PHONE NUMBER (904) 329-4277. AE6234 AE6234 STATION RECOVERY (2002) AE6234 AE6234'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2002 (SRV) AE6234'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK2904 *********************************************************************** AK2904 TIDAL BM - This is a Tidal Bench Mark. AK2904 DESIGNATION - COLLEGE 2 RM 5 AK2904 PID - AK2904 AK2904 STATE/COUNTY- FL/BREVARD AK2904 USGS QUAD - EAU GALLIE (1988) AK2904 AK2904 *CURRENT SURVEY CONTROL AK2904 ___________________________________________________________________ AK2904* NAD 83(1990)- 28 07 55.43123(N) 080 37 31.53630(W) ADJUSTED AK2904* NAVD 88 - 0.706 (meters) 2.32 (feet) ADJUSTED AK2904 ___________________________________________________________________ AK2904 LAPLACE CORR- -0.44 (seconds) DEFLEC99 AK2904 GEOID HEIGHT- -28.19 (meters) GEOID99 AK2904 DYNAMIC HT - 0.705 (meters) 2.31 (feet) COMP AK2904 MODELED GRAV- 979,179.6 (mgal) NAVD 88 AK2904 AK2904 HORZ ORDER - THIRD AK2904 VERT ORDER - FIRST CLASS I AK2904 AK2904.The horizontal coordinates were established by classical geodetic methods AK2904.and adjusted by the National Geodetic Survey in May 1991. AK2904 AK2904.The orthometric height was determined by differential leveling AK2904.and adjusted by the National Geodetic Survey in September 1996. AK2904.WARNING-Repeat measurements at this control monument indicate possible AK2904.vertical movement. AK2904 AK2904.This Tidal Bench Mark is designated as VM 5377 AK2904.by the Center for Operational Oceanographic Products and Services. AK2904 AK2904.The Laplace correction was computed from DEFLEC99 derived deflections. AK2904 AK2904.The geoid height was determined by GEOID99. AK2904 AK2904.The dynamic height is computed by dividing the NAVD 88 AK2904.geopotential number by the normal gravity value computed on the AK2904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2904.degrees latitude (g = 980.6199 gals.). AK2904 AK2904.The modeled gravity was interpolated from observed gravity values. AK2904 AK2904; North East Units Scale Converg. AK2904;SPC FL E - 420,900.264 236,796.690 MT 0.99995788 +0 10 35.8 AK2904;UTM 17 - 3,111,888.636 536,784.135 MT 0.99961670 +0 10 35.8 AK2904 AK2904 SUPERSEDED SURVEY CONTROL AK2904 AK2904 NAD 83(1986)- 28 07 55.43720(N) 080 37 31.55082(W) AD( ) 3 AK2904 NGVD 29 - 1.139 (m) 3.74 (f) ADJUSTED 1 1 AK2904 AK2904.Superseded values are not recommended for survey control. AK2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2904.See file dsdata.txt to determine how the superseded data were derived. AK2904 AK2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3678411889(NAD 83) AK2904_MARKER: DR = REFERENCE MARK DISK AK2904_SETTING: 32 = COMCRETE BULKHEAD AK2904_STAMPING: COLLEGE 2 NO 5 1906 1935 AK2904_MARK LOGO: CGS AK2904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK2904+STABILITY: SURFACE MOTION AK2904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK2904+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002 AK2904 AK2904 HISTORY - Date Condition Report By AK2904 HISTORY - 1935 MONUMENTED CGS AK2904 HISTORY - 1972 GOOD NGS AK2904 HISTORY - 1983 GOOD USPSQD AK2904 HISTORY - 1984 GOOD USPSQD AK2904 HISTORY - 1985 GOOD USPSQD AK2904 HISTORY - 1986 GOOD FLDNR AK2904 HISTORY - 19950108 GOOD USPSQD AK2904 HISTORY - 20021120 GOOD USPSQD AK2904 AK2904 STATION DESCRIPTION AK2904 AK2904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 AK2904'AT EAU GALLIE. AK2904'AT EAU GALLIE, 0.3 MILE EAST ALONG STATE ROAD 518 FROM ITS AK2904'JUNCTION WITH U.S. HIGHWAY 1 IN EAU GALLIE, THENCE NORTH 0.05 AK2904'MILE ALONG PINEAPPLE AVENUE, THENCE EAST ALONG SURFACED STREET AK2904'TO WATER LINE AND MARK ON LEFT, 85 FEET NORTHEAST OF A SHELL AK2904'ROAD, 20 FEET NORTHWEST OF THE CENTER OF ROAD TO PIER, 2.7 FEET AK2904'EAST OF THE WEST END OF THE RETAINING WALL AND SAME ELEVATION AK2904'AS STREET. A REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN AK2904'THE WEST CONCRETE RETAINING WALL OF PIER. AK2904 AK2904 STATION RECOVERY (1983) AK2904 AK2904'RECOVERY NOTE BY US POWER SQUADRON 1983 (MG) AK2904'COLLEGE NO. 5, 1906, 1935 RECOVERED GOOD. AK2904' AK2904'REFERENCE MARK RECOVERED IN DESCRIBED LOCATION. AK2904 AK2904 STATION RECOVERY (1984) AK2904 AK2904'RECOVERY NOTE BY US POWER SQUADRON 1984 AK2904'RECOVERED IN GOOD CONDITION. AK2904 AK2904 STATION RECOVERY (1985) AK2904 AK2904'RECOVERY NOTE BY US POWER SQUADRON 1985 (IEE) AK2904'RECOVERED IN GOOD CONDITION. AK2904 AK2904 STATION RECOVERY (1986) AK2904 AK2904'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 AK2904'RECOVERED IN GOOD CONDITION. AK2904 AK2904 STATION RECOVERY (1995) AK2904 AK2904'RECOVERY NOTE BY US POWER SQUADRON 1995 AK2904'RECOVERED IN GOOD CONDITION. AK2904 AK2904 STATION RECOVERY (2002) AK2904 AK2904'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK2904'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK2902 *********************************************************************** AK2902 DESIGNATION - COLLEGE 2 RM 6 AK2902 PID - AK2902 AK2902 STATE/COUNTY- FL/BREVARD AK2902 USGS QUAD - EAU GALLIE (1988) AK2902 AK2902 *CURRENT SURVEY CONTROL AK2902 ___________________________________________________________________ AK2902* NAD 83(1986)- 28 07 57. (N) 080 37 33. (W) SCALED AK2902* NAVD 88 - 0.167 (meters) 0.55 (feet) ADJUSTED AK2902 ___________________________________________________________________ AK2902 GEOID HEIGHT- -28.19 (meters) GEOID99 AK2902 DYNAMIC HT - 0.166 (meters) 0.54 (feet) COMP AK2902 MODELED GRAV- 979,179.5 (mgal) NAVD 88 AK2902 AK2902 VERT ORDER - SECOND CLASS I AK2902 AK2902.The horizontal coordinates were scaled from a topographic map and have AK2902.an estimated accuracy of +/- 6 seconds. AK2902 AK2902.The orthometric height was determined by differential leveling AK2902.and adjusted by the National Geodetic Survey in September 1996. AK2902 AK2902.The geoid height was determined by GEOID99. AK2902 AK2902.The dynamic height is computed by dividing the NAVD 88 AK2902.geopotential number by the normal gravity value computed on the AK2902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2902.degrees latitude (g = 980.6199 gals.). AK2902 AK2902.The modeled gravity was interpolated from observed gravity values. AK2902 AK2902; North East Units Estimated Accuracy AK2902;SPC FL E - 420,950. 236,760. MT (+/- 180 meters Scaled) AK2902 AK2902 SUPERSEDED SURVEY CONTROL AK2902 AK2902 NGVD 29 - 0.597 (m) 1.96 (f) ADJUSTED 2 1 AK2902 AK2902.Superseded values are not recommended for survey control. AK2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2902.See file dsdata.txt to determine how the superseded data were derived. AK2902 AK2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM367119(NAD 83) AK2902_MARKER: DR = REFERENCE MARK DISK AK2902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK2902_STAMPING: RESET 1930 1965 AK2902_MARK LOGO: CGS AK2902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK2902+STABILITY: SURFACE MOTION AK2902 AK2902 HISTORY - Date Condition Report By AK2902 HISTORY - 1969 MONUMENTED CGS AK2902 HISTORY - 1972 GOOD NGS AK2902 HISTORY - 1986 GOOD FLDNR AK2902 HISTORY - 19910411 MARK NOT FOUND USPSQD AK2902 HISTORY - 19950108 MARK NOT FOUND USPSQD AK2902 HISTORY - 20020827 MARK NOT FOUND USPSQD AK2902 HISTORY - 20021120 MARK NOT FOUND USPSQD AK2902 AK2902 STATION DESCRIPTION AK2902 AK2902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 AK2902'AT EAU GALLIE. AK2902'AT EAU GALLIE, 0.3 MILE EAST ALONG STATE ROAD 518 FROM ITS AK2902'JUNCTION WITH U.S. HIGHWAY 1, THENCE NORTH 0.05 MILE ALONG AK2902'PINEAPPLE AVENUE, THENCE EAST ALONG SURFACED STREET FOR 0.05 AK2902'MILE, THENCE NORTH ALONG SHELL ROAD FOR 0.05 MILE, 97.5 FEET AK2902'SOUTH-SOUTHEAST OF A WHITE BOARD FENCE THAT LEADS TO WATER LINE, AK2902'71 FEET NORTHEAST OF THE FORK IN SHELL ROAD IN A PICNIC AREA, AK2902'12 FEET WEST OF THE HIGH WATER LINE, 14.9 FEET WEST-SOUTHWEST AK2902'OF AN ARROW ETCHED IN A DEPRESSION FILLED WITH CEMENT IN THE CORAL AK2902'ROCK, 3.6 FEET WEST-SOUTHWEST OF A METAL WITNESS POST, A STANDARD AK2902'STATION DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE AK2902'MONUMENT THAT IS SET FLUSH WITH THE GROUND SURFACE. AK2902 AK2902 STATION RECOVERY (1986) AK2902 AK2902'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 AK2902'RECOVERED IN GOOD CONDITION AND AS DESCRIBED. THE MARK IS ALSO AK2902'NORTHEAST OF THE EAU GALLIE LIBRARY AND ABOUT 285 FEET NORTH OF AK2902'TRIANGULATION STATION COLLEGE 2 1906 1930 1934. AK2902 AK2902 STATION RECOVERY (1991) AK2902 AK2902'RECOVERY NOTE BY US POWER SQUADRON 1991 (GVK) AK2902'MARK NOT FOUND. AK2902 AK2902 STATION RECOVERY (1995) AK2902 AK2902'RECOVERY NOTE BY US POWER SQUADRON 1995 AK2902'MARK NOT FOUND. AK2902 AK2902 STATION RECOVERY (2002) AK2902 AK2902'RECOVERY NOTE BY US POWER SQUADRON 2002 (RS) AK2902'MARK NOT FOUND. AK2902 AK2902 STATION RECOVERY (2002) AK2902 AK2902'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK2902'GPS READING, DESCRIPTION AND RECENT SHOREING RENOVATION INDICATE THAT AK2902'ERROSION HAS DESTROYED MARKER. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK2781 *********************************************************************** AK2781 DESIGNATION - E 229 AK2781 PID - AK2781 AK2781 STATE/COUNTY- FL/BREVARD AK2781 USGS QUAD - COCOA (1984) AK2781 AK2781 *CURRENT SURVEY CONTROL AK2781 ___________________________________________________________________ AK2781* NAD 83(1986)- 28 15 06. (N) 080 40 58. (W) SCALED AK2781* NAVD 88 - 2.429 (meters) 7.97 (feet) ADJUSTED AK2781 ___________________________________________________________________ AK2781 GEOID HEIGHT- -28.19 (meters) GEOID99 AK2781 DYNAMIC HT - 2.425 (meters) 7.96 (feet) COMP AK2781 MODELED GRAV- 979,192.0 (mgal) NAVD 88 AK2781 AK2781 VERT ORDER - FIRST CLASS I AK2781 AK2781.The horizontal coordinates were scaled from a topographic map and have AK2781.an estimated accuracy of +/- 6 seconds. AK2781 AK2781.The orthometric height was determined by differential leveling AK2781.and adjusted by the National Geodetic Survey in May 1994. AK2781 AK2781.The geoid height was determined by GEOID99. AK2781 AK2781.The dynamic height is computed by dividing the NAVD 88 AK2781.geopotential number by the normal gravity value computed on the AK2781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2781.degrees latitude (g = 980.6199 gals.). AK2781 AK2781.The modeled gravity was interpolated from observed gravity values. AK2781 AK2781; North East Units Estimated Accuracy AK2781;SPC FL E - 434,140. 231,130. MT (+/- 180 meters Scaled) AK2781 AK2781 SUPERSEDED SURVEY CONTROL AK2781 AK2781 NGVD 29 - 2.858 (m) 9.38 (f) ADJUSTED 1 1 AK2781 AK2781.Superseded values are not recommended for survey control. AK2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2781.See file dsdata.txt to determine how the superseded data were derived. AK2781 AK2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM311251(NAD 83) AK2781_MARKER: DB = BENCH MARK DISK AK2781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK2781_STAMPING: E 229 1964 AK2781_MARK LOGO: CGS AK2781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK2781+STABILITY: SURFACE MOTION AK2781_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AK2781+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1991 AK2781 AK2781 HISTORY - Date Condition Report By AK2781 HISTORY - 1964 MONUMENTED CGS AK2781 HISTORY - 1965 GOOD NGS AK2781 HISTORY - 1971 GOOD NGS AK2781 HISTORY - 1984 MARK NOT FOUND USPSQD AK2781 HISTORY - 1987 MARK NOT FOUND USPSQD AK2781 HISTORY - 1990 MARK NOT FOUND USPSQD AK2781 HISTORY - 19910212 GOOD NGS AK2781 HISTORY - 19910329 MARK NOT FOUND USPSQD AK2781 HISTORY - 20021025 GOOD FL-009 AK2781 AK2781 STATION DESCRIPTION AK2781 AK2781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AK2781'7.2 MI SE FROM COCOA. AK2781'ABOUT 7.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE FLORIDA AK2781'EAST COAST RAILWAY COCOA-ROCKLEDGE STATION AT COCOA, NEAR THE AK2781'JUNCTION OF A SAND ROAD, DIRECTLY ACROSS THE HIGHWAY FROM THE AK2781'ENTRANCE TO THE FLORIDA MEMORIAL GARDENS, 64 FEET EAST OF THE AK2781'CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 16 FEET AK2781'SOUTHEAST OF THE CENTER LINE OF SAND ROAD, 4 FEET SOUTHEAST OF AK2781'A POWER LINE POLE, 89 FEET NORTH OF HIGH-TENSION POWER POLE AK2781'NO. 72 E 6, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE AK2781'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF AK2781'THE GROUND. IN SECTION 1, R 36 E, T 26 S. AK2781 AK2781 STATION RECOVERY (1971) AK2781 AK2781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 AK2781'RECOVERED IN GOOD CONDITION. AK2781 AK2781 STATION RECOVERY (1984) AK2781 AK2781'RECOVERY NOTE BY US POWER SQUADRON 1984 AK2781'MARK NOT FOUND. AK2781 AK2781 STATION RECOVERY (1987) AK2781 AK2781'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK) AK2781'MARK NOT FOUND. AK2781 AK2781 STATION RECOVERY (1990) AK2781 AK2781'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE) AK2781'MARK NOT FOUND. AK2781 AK2781 STATION RECOVERY (1991) AK2781 AK2781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AK2781'12.2 KM (7.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF AK2781'STATE HIGHWAY 520 (KING STREET) IN COCOA, 19.4 M (63.6 FT) NORTHEAST AK2781'OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE AK2781'HIGHWAY, 10.2 M (33.5 FT) EAST OF UTILITY POLE NUMBER 48034 646501, AK2781'5.3 M (17.4 FT) SOUTH OF THE EXTENDED CENTER OF THE MAIN ENTRANCE TO AK2781'THE FLORIDA MEMORIAL GARDENS CEMETERY, 1.2 M (3.9 FT) SOUTH OF A AK2781'UTILITY POLE, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND THE AK2781'MONUMENT IS FLUSH WITH THE GROUND SURFACE. AK2781 AK2781 STATION RECOVERY (1991) AK2781 AK2781'RECOVERY NOTE BY US POWER SQUADRON 1991 (GVK) AK2781'MARK NOT FOUND. AK2781 AK2781 STATION RECOVERY (2002) AK2781 AK2781'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2002 (SRV) AK2781'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK2906 *********************************************************************** AK2906 DESIGNATION - E 230 AK2906 PID - AK2906 AK2906 STATE/COUNTY- FL/BREVARD AK2906 USGS QUAD - EAU GALLIE (1988) AK2906 AK2906 *CURRENT SURVEY CONTROL AK2906 ___________________________________________________________________ AK2906* NAD 83(1986)- 28 07 43. (N) 080 38 01. (W) SCALED AK2906* NAVD 88 - 5.877 (meters) 19.28 (feet) ADJUSTED AK2906 ___________________________________________________________________ AK2906 GEOID HEIGHT- -28.19 (meters) GEOID99 AK2906 DYNAMIC HT - 5.868 (meters) 19.25 (feet) COMP AK2906 MODELED GRAV- 979,178.5 (mgal) NAVD 88 AK2906 AK2906 VERT ORDER - FIRST CLASS I AK2906 AK2906.The horizontal coordinates were scaled from a topographic map and have AK2906.an estimated accuracy of +/- 6 seconds. AK2906 AK2906.The orthometric height was determined by differential leveling AK2906.and adjusted by the National Geodetic Survey in May 1994. AK2906 AK2906.The geoid height was determined by GEOID99. AK2906 AK2906.The dynamic height is computed by dividing the NAVD 88 AK2906.geopotential number by the normal gravity value computed on the AK2906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2906.degrees latitude (g = 980.6199 gals.). AK2906 AK2906.The modeled gravity was interpolated from observed gravity values. AK2906 AK2906; North East Units Estimated Accuracy AK2906;SPC FL E - 420,520. 235,990. MT (+/- 180 meters Scaled) AK2906 AK2906 SUPERSEDED SURVEY CONTROL AK2906 AK2906 NGVD 29 - 6.308 (m) 20.70 (f) ADJUSTED 1 1 AK2906 AK2906.Superseded values are not recommended for survey control. AK2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2906.See file dsdata.txt to determine how the superseded data were derived. AK2906 AK2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM359115(NAD 83) AK2906_MARKER: DB = BENCH MARK DISK AK2906_SETTING: 36 = BUILDING AK2906_STAMPING: E 230 1965 AK2906_MARK LOGO: CGS AK2906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK2906_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AK2906+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002 AK2906 AK2906 HISTORY - Date Condition Report By AK2906 HISTORY - 1965 MONUMENTED CGS AK2906 HISTORY - 1971 GOOD NGS AK2906 HISTORY - 1984 GOOD USPSQD AK2906 HISTORY - 1987 GOOD USPSQD AK2906 HISTORY - 1988 GOOD USPSQD AK2906 HISTORY - 1990 GOOD USPSQD AK2906 HISTORY - 19910208 GOOD NGS AK2906 HISTORY - 19910403 GOOD USPSQD AK2906 HISTORY - 20021120 GOOD USPSQD AK2906 AK2906 STATION DESCRIPTION AK2906 AK2906'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 AK2906'AT EAU GALLIE. AK2906'AT EAU GALLIE, ABOUT 0.6 MILE SOUTH ALONG THE FLORIDA EAST COAST AK2906'RAILWAY FROM THE STATION, ABOUT 0.1 MILE SOUTH OF MILEPOST 190, AK2906'ABOUT 100 YARDS EAST ALONG MONTREAL AVENUE FROM THE TRACK, IN AK2906'SECTION 16, R 37 E, T 27 S, SET VERTICALLY IN THE WEST FACE AND AK2906'AT THE NORTHWEST CORNER OF THE CENTRAL FIRE STATION AT 865 AK2906'MONTREAL AVENUE, 61 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, AK2906'2.3 FEET SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, 1.5 AK2906'FEET ABOVE THE LEVEL OF THE CONCRETE SIDEWALK AND ABOUT 2 FEET AK2906'ABOVE THE LEVEL OF THE AVENUE. NOTE-- F.E.C. RWY STA NO LONGER AK2906'EXISTS-- EAU GALLIE BLVD NOT MONTREAL AVE., 64.5 FEET S OF STREET AK2906'CENTERLINE. AK2906 AK2906 STATION RECOVERY (1971) AK2906 AK2906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 AK2906'RECOVERED IN GOOD CONDITION. AK2906 AK2906 STATION RECOVERY (1984) AK2906 AK2906'RECOVERY NOTE BY US POWER SQUADRON 1984 AK2906'RECOVERED IN GOOD CONDITION. AK2906 AK2906 STATION RECOVERY (1987) AK2906 AK2906'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK) AK2906'RECOVERED IN GOOD CONDITION. AK2906 AK2906 STATION RECOVERY (1988) AK2906 AK2906'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE) AK2906'RECOVERED IN GOOD CONDITION. AK2906 AK2906 STATION RECOVERY (1990) AK2906 AK2906'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE) AK2906'RECOVERED IN GOOD CONDITION. AK2906 AK2906 STATION RECOVERY (1991) AK2906 AK2906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AK2906'IN EAU GALLIE, SET VERTICALLY IN THE WEST FACE OF THE EAU GALLIE AK2906'CENTRAL FIRE STATION AT 865 EAU GALLIE BOULEVARD, 0.8 M (2.6 FT) AK2906'SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, AND 0.5 M (1.6 FT) AK2906'ABOVE THE GROUND SURFACE. AK2906 AK2906 STATION RECOVERY (1991) AK2906 AK2906'RECOVERY NOTE BY US POWER SQUADRON 1991 (GVK) AK2906'RECOVERED IN GOOD CONDITION. AK2906 AK2906 STATION RECOVERY (2002) AK2906 AK2906'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK2906'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK5969 *********************************************************************** AK5969 DESIGNATION - EAU GALLIE LIGHTED BEACON AK5969 PID - AK5969 AK5969 STATE/COUNTY- FL/BREVARD AK5969 USGS QUAD - MELBOURNE EAST (1980) AK5969 AK5969 *CURRENT SURVEY CONTROL AK5969 ___________________________________________________________________ AK5969* NAD 83(1990)- 28 07 29.95701(N) 080 37 24.37897(W) ADJUSTED AK5969* NAVD 88 - AK5969 ___________________________________________________________________ AK5969 LAPLACE CORR- -0.43 (seconds) DEFLEC99 AK5969 GEOID HEIGHT- -28.19 (meters) GEOID99 AK5969 AK5969 HORZ ORDER - THIRD AK5969 AK5969.The horizontal coordinates were established by classical geodetic methods AK5969.and adjusted by the National Geodetic Survey in May 1991. AK5969 AK5969 AK5969.The Laplace correction was computed from DEFLEC99 derived deflections. AK5969 AK5969.The geoid height was determined by GEOID99. AK5969 AK5969; North East Units Scale Converg. AK5969;SPC FL E - 420,116.713 236,994.430 MT 0.99995806 +0 10 39.0 AK5969;UTM 17 - 3,111,105.352 536,981.808 MT 0.99961688 +0 10 39.0 AK5969 AK5969 SUPERSEDED SURVEY CONTROL AK5969 AK5969 NAD 83(1986)- 28 07 29.96297(N) 080 37 24.39340(W) AD( ) 4 AK5969 NAD 27 - 28 07 28.91500(N) 080 37 25.19800(W) AD( ) 3 AK5969 AK5969.Superseded values are not recommended for survey control. AK5969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5969.See file dsdata.txt to determine how the superseded data were derived. AK5969 AK5969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3698211105(NAD 83) AK5969_MARKER: 14 = NAVIGATION LIGHT AK5969 AK5969 HISTORY - Date Condition Report By AK5969 HISTORY - 1930 FIRST OBSERVED CGS AK5969 HISTORY - 1948 GOOD CGS AK5969 HISTORY - 1984 MARK NOT FOUND USPSQD AK5969 HISTORY - 1988 MARK NOT FOUND USPSQD AK5969 HISTORY - 19950105 MARK NOT FOUND USPSQD AK5969 HISTORY - 20001018 MARK NOT FOUND USPSQD AK5969 HISTORY - 20021127 MARK NOT FOUND USPSQD AK5969 AK5969 STATION DESCRIPTION AK5969 AK5969'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (GDC) AK5969'THIS STATION IS A FIXED LIGHT ON A WHITE WOODEN TOWER, SITUATED AK5969'ON THE N POINT OF THE ENTRANCE TO EAU GALLIE. AK5969 AK5969 STATION RECOVERY (1948) AK5969 AK5969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GEM) AK5969'STATION IS LOCATED ON THE W BANK OF THE INDIAN RIVER, ON THE AK5969'EXTREME S TIP OF A POINT OF LAND ON THE N SIDE OF THE ENTRANCE AK5969'TO ELBOW CREEK AT EAU GALLIE. AK5969' AK5969'STATION IS A FIXED LIGHT ON TOP OF A WHITE WOODEN TOWER AK5969'ABOUT 30 FEET HIGH. AK5969 AK5969 STATION RECOVERY (1984) AK5969 AK5969'RECOVERY NOTE BY US POWER SQUADRON 1984 (IEE) AK5969'AS ABOVE STATION NOT RECOVERED. NO EVIDENCE OF THE BEACON AT AK5969'DESCRIBED LOCATION. AK5969 AK5969 STATION RECOVERY (1988) AK5969 AK5969'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE) AK5969'MARK NOT FOUND. AK5969 AK5969 STATION RECOVERY (1995) AK5969 AK5969'RECOVERY NOTE BY US POWER SQUADRON 1995 AK5969'MARK NOT FOUND. AK5969 AK5969 STATION RECOVERY (2000) AK5969 AK5969'RECOVERY NOTE BY US POWER SQUADRON 2000 (GVK) AK5969'MARK NOT FOUND. AK5969 AK5969 STATION RECOVERY (2002) AK5969 AK5969'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK5969'TALKED WITH THE OWNER OF THE PROPERTY, HE MOVED IN TO THE PROPERTY IN AK5969'1995, THE BEACON WAS NOT THERE THEN. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK6020 *********************************************************************** AK6020 DESIGNATION - EAU GALLIE MUNICIPAL TANK AK6020 PID - AK6020 AK6020 STATE/COUNTY- FL/BREVARD AK6020 USGS QUAD - EAU GALLIE (1988) AK6020 AK6020 *CURRENT SURVEY CONTROL AK6020 ___________________________________________________________________ AK6020* NAD 83(1990)- 28 07 59.26555(N) 080 38 09.68941(W) ADJUSTED AK6020* NAVD 88 - 5. (meters) 16. (feet) SCALED AK6020 ___________________________________________________________________ AK6020 LAPLACE CORR- -0.40 (seconds) DEFLEC99 AK6020 GEOID HEIGHT- -28.19 (meters) GEOID99 AK6020 AK6020 HORZ ORDER - THIRD AK6020 AK6020.The horizontal coordinates were established by classical geodetic methods AK6020.and adjusted by the National Geodetic Survey in May 1991. AK6020 AK6020.The orthometric height was scaled from a topographic map. AK6020 AK6020.The Laplace correction was computed from DEFLEC99 derived deflections. AK6020 AK6020.The geoid height was determined by GEOID99. AK6020 AK6020; North East Units Scale Converg. AK6020;SPC FL E - 421,015.130 235,755.212 MT 0.99995695 +0 10 17.8 AK6020;UTM 17 - 3,112,003.463 535,743.013 MT 0.99961577 +0 10 17.8 AK6020 AK6020 SUPERSEDED SURVEY CONTROL AK6020 AK6020 NAD 83(1986)- 28 07 59.27151(N) 080 38 09.70389(W) AD( ) 4 AK6020 NAD 27 - 28 07 58.22200(N) 080 38 10.50200(W) AD( ) 3 AK6020 AK6020.Superseded values are not recommended for survey control. AK6020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK6020.See file dsdata.txt to determine how the superseded data were derived. AK6020 AK6020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3574312003(NAD 83) AK6020_MARKER: 53 = ELEVATED TANK AK6020_SETTING: 0 = UNSPECIFIED SETTING AK6020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AK6020+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2002 AK6020 AK6020 HISTORY - Date Condition Report By AK6020 HISTORY - 1930 FIRST OBSERVED CGS AK6020 HISTORY - 1932 GOOD CGS AK6020 HISTORY - 1934 GOOD CGS AK6020 HISTORY - 1948 GOOD CGS AK6020 HISTORY - 1953 GOOD CGS AK6020 HISTORY - 1965 GOOD CGS AK6020 HISTORY - 1971 GOOD NGS AK6020 HISTORY - 1976 GOOD NGS AK6020 HISTORY - 1983 SEE DESCRIPTION NGS AK6020 HISTORY - 1984 GOOD USPSQD AK6020 HISTORY - 1985 GOOD USPSQD AK6020 HISTORY - 19870406 GOOD USPSQD AK6020 HISTORY - 1988 GOOD USPSQD AK6020 HISTORY - 19950105 MARK NOT FOUND USPSQD AK6020 HISTORY - 20001018 MARK NOT FOUND USPSQD AK6020 HISTORY - 20020827 MARK NOT FOUND USPSQD AK6020 HISTORY - 20021122 GOOD USPSQD AK6020 AK6020 STATION DESCRIPTION AK6020 AK6020'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (GDC) AK6020'THIS TANK IS LOCATED W OF THE RAILROAD TRACKS IN EAU GALLIE. IT AK6020'IS A BLACK METAL WATER TANK ON A SKELETON STEEL TOWER. IT IS AK6020'ABOUT 100 FEET HIGH. IT IS CONSPICUOUS FROM ANY POINT NEAR AK6020'EAU GALLIE. AK6020 AK6020 STATION RECOVERY (1932) AK6020 AK6020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (JSB) AK6020'RECOVERED AS DESCRIBED. AK6020' AK6020'NOTE--THIS STATION IS NOT TO BE CONFUSED WITH THE MARKED STATION AK6020'EAU GALLIE TANK WHICH IS NEARBY AND WHICH WAS ESTABLISHED IN 1934. AK6020 AK6020 STATION RECOVERY (1934) AK6020 AK6020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JB) AK6020'THIS TANK WAS RE-DETERMINED WITH CONNECTION TO EAU GALLIE TANK, AK6020'WHICH IS A MARKED STATION. AK6020 AK6020 STATION RECOVERY (1948) AK6020 AK6020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GEM) AK6020'STATION IS AN INTERSECTION STATION IN EAU GALLIE, IN THE NW AK6020'PORTION OF TOWN, ON THE PROPERTY OF CITY WATER WORKS, 0.5 AK6020'MILE W OF U.S. HIGHWAY 1, ON THE S SIDE OF FIFTH STREET. IT IS AK6020'THE CENTER OF THE MUNICIPAL WATER TANK. AK6020 AK6020 STATION RECOVERY (1953) AK6020 AK6020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DAJ) AK6020'THIS STATION IS LOCATED ABOUT 3/4 MI. NW OF THE BUSINESS DISTRICT AK6020'IN EAU GALLIE, 0.45 MI. W OF U.S. HIGHWAY 1, AND ABOUT 150 AK6020'FT. S OF THE CENTER OF 5TH STREET. IT IS A 4-LEGGED STEEL AK6020'STRUCTURE ABOUT 130 FT. HIGH AND IS PAINTED SILVER. AK6020' AK6020'THE POINT INTERSECTED WAS THE BALL FINIAL. AK6020' AK6020'THIS IS PROBABLY THE SAME STATION AS LOCATED IN 1934. AK6020 AK6020 STATION RECOVERY (1965) AK6020 AK6020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JB) AK6020'RECOVERED IN GOOD CONDITION APPARENTLY AND REPORTEDLY UNCHANGED AK6020'SINCE 1930. THIS ACTUAL WATER TANK SHOULD NOT BE CONFUSED WITH AK6020'THE DISK-MARKED AND NOW APPARENTLY LOST STATION, EXCEPT FOR NO. 1 AK6020'AND NO. 3 (AZIMUTH MARK) REFERENCE MARKS, EAU GALLIE AK6020'TANK. ESPECIALLY, IT SHOULD NOT BE CONFUSED (A POSSIBILITY AK6020'IN THE FUTURE WHEN THE SUBJECT TANK VERY PROBABLY MAY BE AK6020'REMOVED SINCE IT IS NOW USED ONLY AS EMERGENCY STORAGE) WITH AK6020'THE MUCH LARGER TANK (250,000-GALLON) BUILT IN 1960 ABOUT AK6020'65 YARDS S OF THE SUBJECT TANK. AK6020' AK6020'ABOUT 0.4 MILE N AND 0.4 MILE W OF THE CITY HALL COMPLEX WHICH AK6020'IS IN THE HEART OF THE BUSINESS DISTRICT OF EAU GALLIE, ABOUT AK6020'0.2 MILE W OF THE PRESENT NO. 1 U.S. HWY. THRU EAU GALLIE, AK6020'ABOUT 35 YARDS S OF CENTER LINE OF 5TH STREET, ON MUNICIPAL AK6020'PROPERTY OCCUPIED BY OTHER TANKS, THE WATER PUMPING STATION, AK6020'AND A SMALL OFFICE BUILDING, THE BALL ON TOP OF CONICAL ROOF AK6020'OF THE 75,000-GALLON 4-LEGGED STEEL TANK THAT IS AN AK6020'ESTIMATED 125 FEET HIGH. AK6020 AK6020 STATION RECOVERY (1971) AK6020 AK6020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WHS) AK6020'RECOVERED IN GOOD CONDITION AS DESCRIBED BY J. BULL IN AK6020'1965. NOTE THAT THIS IS THE NORTHERLY TANK AND AN OLD STYLE AK6020'SMALLER ONE. AK6020' AK6020'5TH STREET HAS BEEN RENAMED AURORA ROAD. AK6020' AK6020'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AK6020'IN EAU GALLIE SECTION OF MELBOURNE. AK6020 AK6020 STATION RECOVERY (1976) AK6020 AK6020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (GWJ) AK6020'TANK RECOVERED AS DESCRIBED BY J.B. IN 1965 AND W.H.S. IN 1971. AK6020 AK6020 STATION RECOVERY (1983) AK6020 AK6020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (EEE) AK6020'RECOVERED AS DESCRIBED IN GOOD CONDITION. AK6020' AK6020'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN EAU GALLIE AK6020'SECTION OF MELBOURNE. AK6020 AK6020 STATION RECOVERY (1984) AK6020 AK6020'RECOVERY NOTE BY US POWER SQUADRON 1984 (IEE) AK6020'EAU GALLIE MUNICIPAL TANK RECOVERED GOOD. AK6020' AK6020'RECOVERED AS DESCRIBED. AK6020 AK6020 STATION RECOVERY (1985) AK6020 AK6020'RECOVERY NOTE BY US POWER SQUADRON 1985 (IEE) AK6020'RECOVERED IN GOOD CONDITION. AK6020 AK6020 STATION RECOVERY (1987) AK6020 AK6020'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK) AK6020'RECOVERED IN GOOD CONDITION. AK6020 AK6020 STATION RECOVERY (1988) AK6020 AK6020'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE) AK6020'RECOVERED IN GOOD CONDITION. AK6020 AK6020 STATION RECOVERY (1995) AK6020 AK6020'RECOVERY NOTE BY US POWER SQUADRON 1995 AK6020'MARK NOT FOUND. AK6020 AK6020 STATION RECOVERY (2000) AK6020 AK6020'RECOVERY NOTE BY US POWER SQUADRON 2000 (GVK) AK6020'MARK NOT FOUND. AK6020 AK6020 STATION RECOVERY (2002) AK6020 AK6020'RECOVERY NOTE BY US POWER SQUADRON 2002 (RS) AK6020'MARK NOT FOUND. AK6020 AK6020 STATION RECOVERY (2002) AK6020 AK6020'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK6020'MARK IS INSIDE A LOCKED GATED AREA AROUND THE STEEL WATER TOWER. AK6020'CITY OF MELBOURNE UTILITIES DEPT NEED TO BE CONTACTED TO MAKE AK6020'ARRANGEMENTS TO VIEW THE MARK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK7361 *********************************************************************** AK7361 DESIGNATION - F 412 AK7361 PID - AK7361 AK7361 STATE/COUNTY- FL/BREVARD AK7361 USGS QUAD - LAKE POINSETT (1970) AK7361 AK7361 *CURRENT SURVEY CONTROL AK7361 ___________________________________________________________________ AK7361* NAD 83(1986)- 28 22 02. (N) 080 51 25. (W) SCALED AK7361* NAVD 88 - 4.613 (meters) 15.13 (feet) ADJUSTED AK7361 ___________________________________________________________________ AK7361 GEOID HEIGHT- -28.13 (meters) GEOID99 AK7361 DYNAMIC HT - 4.607 (meters) 15.11 (feet) COMP AK7361 MODELED GRAV- 979,195.5 (mgal) NAVD 88 AK7361 AK7361 VERT ORDER - FIRST CLASS II AK7361 AK7361.The horizontal coordinates were scaled from a topographic map and have AK7361.an estimated accuracy of +/- 6 seconds. AK7361 AK7361.The orthometric height was determined by differential leveling AK7361.and adjusted by the National Geodetic Survey in December 1995. AK7361 AK7361.The geoid height was determined by GEOID99. AK7361 AK7361.The dynamic height is computed by dividing the NAVD 88 AK7361.geopotential number by the normal gravity value computed on the AK7361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK7361.degrees latitude (g = 980.6199 gals.). AK7361 AK7361.The modeled gravity was interpolated from observed gravity values. AK7361 AK7361; North East Units Estimated Accuracy AK7361;SPC FL E - 446,910. 214,020. MT (+/- 180 meters Scaled) AK7361 AK7361 SUPERSEDED SURVEY CONTROL AK7361 AK7361.No superseded survey control is available for this station. AK7361 AK7361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM140378(NAD 83) AK7361_MARKER: DV = VERTICAL CONTROL DISK AK7361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK7361_STAMPING: F 412 1992 AK7361_MARK LOGO: NGS AK7361_MAGNETIC: N = NO MAGNETIC MATERIAL AK7361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK7361+STABILITY: SURFACE MOTION AK7361 AK7361 HISTORY - Date Condition Report By AK7361 HISTORY - 1992 MONUMENTED FLDNR AK7361 HISTORY - 20021024 GOOD FL-009 AK7361 AK7361 STATION DESCRIPTION AK7361 AK7361'DESCRIBED BY FL DEPT OF NAT RES 1992 AK7361'THE MARK IS ABOUT 7.8 MI (12.6 KM) WEST OF COCOA, IN SECTION 19, AK7361'TOWNSHIP 24 SOUTH, RANGE 35 EAST. AK7361'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE AK7361'ROAD 520 IN COCOA, GO WEST ON STATE ROAD 520 FOR 3.8 MI (6.1 KM) TO AK7361'THE INTERSECTION OF U.S. INTERSTATE 95 AND STATE ROAD 520, CONTINUE AK7361'WEST ON STATE ROAD 520 FOR 1.85 MI (2.98 KM) TO THE JUNCTION OF STATE AK7361'ROAD 524, CONTINUE WEST ON STATE ROAD 520 FOR 2.0 MI (3.2 KM) TO THE AK7361'MARK ON THE LEFT. AK7361'LOCATED 85.1 FT (25.9 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE AK7361'ROAD 520, 72.8 FT (22.2 M) EAST-SOUTHEAST OF THE CENTERLINE OF THE AK7361'DRIVEWAY TO F. BURTON SMITH REGIONAL PARK, 17.2 FT (5.2 M) EAST AK7361'SOUTHEAST OF THE EAST END OF THE WOOD RAIL FENCE, 5.7 FT (1.7 M) AK7361'NORTH-NORTHWEST OF A POWER POLE AND 1.1 FT (0.3 M) NORTH-NORTHEAST OF AK7361'A CARSONITE WITNESS POST. AK7361 AK7361 STATION RECOVERY (2002) AK7361 AK7361'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2002 (SRV) AK7361'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK0716 *********************************************************************** AK0716 DESIGNATION - G 227 AK0716 PID - AK0716 AK0716 STATE/COUNTY- FL/BREVARD AK0716 USGS QUAD - MIMS (1989) AK0716 AK0716 *CURRENT SURVEY CONTROL AK0716 ___________________________________________________________________ AK0716* NAD 83(1986)- 28 43 56. (N) 080 52 00. (W) SCALED AK0716* NAVD 88 - 8.847 (meters) 29.03 (feet) ADJUSTED AK0716 ___________________________________________________________________ AK0716 GEOID HEIGHT- -28.00 (meters) GEOID99 AK0716 DYNAMIC HT - 8.835 (meters) 28.99 (feet) COMP AK0716 MODELED GRAV- 979,244.5 (mgal) NAVD 88 AK0716 AK0716 VERT ORDER - FIRST CLASS I AK0716 AK0716.The horizontal coordinates were scaled from a topographic map and have AK0716.an estimated accuracy of +/- 6 seconds. AK0716 AK0716.The orthometric height was determined by differential leveling AK0716.and adjusted by the National Geodetic Survey in June 1991. AK0716 AK0716.The geoid height was determined by GEOID99. AK0716 AK0716.The dynamic height is computed by dividing the NAVD 88 AK0716.geopotential number by the normal gravity value computed on the AK0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK0716.degrees latitude (g = 980.6199 gals.). AK0716 AK0716.The modeled gravity was interpolated from observed gravity values. AK0716 AK0716; North East Units Estimated Accuracy AK0716;SPC FL E - 487,360. 213,020. MT (+/- 180 meters Scaled) AK0716 AK0716 SUPERSEDED SURVEY CONTROL AK0716 AK0716 NGVD 29 - 9.231 (m) 30.29 (f) ADJ UNCH 1 1 AK0716 AK0716.Superseded values are not recommended for survey control. AK0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK0716.See file dsdata.txt to determine how the superseded data were derived. AK0716 AK0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM130783(NAD 83) AK0716_MARKER: DB = BENCH MARK DISK AK0716_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AK0716_STAMPING: G 227 1964 AK0716_MARK LOGO: CGS AK0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AK0716+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1991 AK0716 AK0716 HISTORY - Date Condition Report By AK0716 HISTORY - 1964 MONUMENTED CGS AK0716 HISTORY - 1984 GOOD USPSQD AK0716 HISTORY - 1986 GOOD USPSQD AK0716 HISTORY - 1988 GOOD USPSQD AK0716 HISTORY - 1990 GOOD USPSQD AK0716 HISTORY - 19910226 GOOD NGS AK0716 HISTORY - 20021014 GOOD FL-009 AK0716 AK0716 STATION DESCRIPTION AK0716 AK0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 AK0716'4.5 MI NNW FROM MIMS. AK0716'ABOUT 4.50 MILES NORTH-NORTHWEST ALONG U.S. HIGHWAY 1 FROM MIMS AK0716'ELEMENTARY SCHOOL, AT THE INTERSECTION OF AURANTIA ROAD, ACROSS AK0716'FROM HORNS RESTAURANT, 89.0 FEET WEST OF THE SOUTHBOUND LANE AK0716'OF U.S. HIGHWAY 1, 23.0 FEET NORTH OF THE APPROXIMATE CENTER AK0716'LINE OF AURANTIA ROAD (DIRT ROAD), 22.5 FEET SOUTH OF THE AK0716'SOUTHWEST CORNER OF A HOUSE OWNED BY MR. GEORGE P. FRANK, 1.0 AK0716'FOOT NORTH OF A POWER LINE POLE, 1.5 FEET WEST OF A METAL WITNESS AK0716'POST, THE MARK IS A DISK CRIMPED TO THE TOP OF A COPPER COATED AK0716'STEEL ROD WHICH IS FLUSH WITH THE GROUND, PROTECTED BY AN IRON AK0716'PIPE PROJECTING 1 INCH, THE ROD WAS DRIVEN TO A DEPTH OF 72.0 AK0716'FEET AND IS ABOUT LEVEL WITH AURANTIA ROAD. AK0716 AK0716 STATION RECOVERY (1984) AK0716 AK0716'RECOVERY NOTE BY US POWER SQUADRON 1984 AK0716'RECOVERED IN GOOD CONDITION. AK0716 AK0716 STATION RECOVERY (1986) AK0716 AK0716'RECOVERY NOTE BY US POWER SQUADRON 1986 (JD) AK0716'RECOVERED IN GOOD CONDITION. AK0716 AK0716 STATION RECOVERY (1988) AK0716 AK0716'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE) AK0716'RECOVERED IN GOOD CONDITION. AK0716 AK0716 STATION RECOVERY (1990) AK0716 AK0716'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE) AK0716'RECOVERED IN GOOD CONDITION. AK0716 AK0716 STATION RECOVERY (1991) AK0716 AK0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AK0716'7.7 KM (4.8 MI) NORTHERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF AK0716'STATE HIGHWAY 46 (MAIN STREET) IN MIMS, 26.1 M (85.6 FT) WEST OF THE AK0716'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 6.8 M (22.3 FT) AK0716'NORTH OF AND LEVEL WITH THE CENTERLINE OF ARANTIA ROAD, 0.3 M AK0716'(1.0 FT) SOUTH OF A WITNESS POST, AND 0.2 M (0.7 FT) NORTH OF A AK0716'UTILITY POLE. NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE THAT AK0716'IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE. AK0716 AK0716 STATION RECOVERY (2002) AK0716 AK0716'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2002 (SRV) AK0716'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK5905 *********************************************************************** AK5905 DESIGNATION - GLEASON AK5905 PID - AK5905 AK5905 STATE/COUNTY- FL/BREVARD AK5905 USGS QUAD - TROPIC (1988) AK5905 AK5905 *CURRENT SURVEY CONTROL AK5905 ___________________________________________________________________ AK5905* NAD 83(1990)- 28 08 31.59709(N) 080 35 54.35613(W) ADJUSTED AK5905* NAVD 88 - 1. (meters) 3. (feet) SCALED AK5905 ___________________________________________________________________ AK5905 LAPLACE CORR- -0.50 (seconds) DEFLEC99 AK5905 GEOID HEIGHT- -28.21 (meters) GEOID99 AK5905 AK5905 HORZ ORDER - THIRD AK5905 AK5905.The horizontal coordinates were established by classical geodetic methods AK5905.and adjusted by the National Geodetic Survey in May 1991. AK5905 AK5905.The orthometric height was scaled from a topographic map. AK5905 AK5905.The Laplace correction was computed from DEFLEC99 derived deflections. AK5905 AK5905.The geoid height was determined by GEOID99. AK5905 AK5905; North East Units Scale Converg. AK5905;SPC FL E - 422,022.006 239,444.873 MT 0.99996037 +0 11 21.9 AK5905;UTM 17 - 3,113,009.995 539,431.415 MT 0.99961919 +0 11 21.9 AK5905 AK5905: Primary Azimuth Mark Grid Az AK5905:SPC FL E - GLEASON AZ MK 354 55 34.3 AK5905:UTM 17 - GLEASON AZ MK 354 55 34.3 AK5905 AK5905|---------------------------------------------------------------------| AK5905| PID Reference Object Distance Geod. Az | AK5905| dddmmss.s | AK5905| AK5966 INDIAN RIVER S LIGHT 2 APPROX. 2.6 KM 2182158.8 | AK5905| AK5969 EAU GALLIE LIGHTED BEACON APPROX. 3.1 KM 2321923.6 | AK5905| DE3976 GLEASON RM 2 31.274 METERS 23243 | AK5905| AK5897 EAU GALLIE BRIDGE CEN OF HOUSE APPROX. 2.2 KM 2432302.0 | AK5905| AK5899 MATHER BRIDGE CENTER OF HOUSE APPROX. 1.1 KM 3145550.7 | AK5905| DE3975 GLEASON RM 1 48.469 METERS 32843 | AK5905| DE3974 GLEASON AZ MK 3550656.2 | AK5905|---------------------------------------------------------------------| AK5905 AK5905 SUPERSEDED SURVEY CONTROL AK5905 AK5905 NAD 83(1986)- 28 08 31.60296(N) 080 35 54.37048(W) AD( ) 3 AK5905 NAD 27 - 28 08 30.55600(N) 080 35 55.17900(W) AD( ) 3 AK5905 AK5905.Superseded values are not recommended for survey control. AK5905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5905.See file dsdata.txt to determine how the superseded data were derived. AK5905 AK5905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3943113010(NAD 83) AK5905_MARKER: DS = TRIANGULATION STATION DISK AK5905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK5905 AK5905 HISTORY - Date Condition Report By AK5905 HISTORY - 1940 MONUMENTED CGS AK5905 HISTORY - 1948 GOOD CGS AK5905 HISTORY - 1952 GOOD USE AK5905 HISTORY - 1971 MARK NOT FOUND NGS AK5905 HISTORY - 20021122 MARK NOT FOUND USPSQD AK5905 AK5905 STATION DESCRIPTION AK5905 AK5905'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (FLG) AK5905'STATION IS ON THE E SIDE OF THE INDIAN RIVER, ABOUT 2 MILES E OF AK5905'EAU GALLIE AND ON THE E SIDE OF THE PAVED ROAD FROM EAU GALLIE AK5905'TO MERRITT ISLAND. AK5905' AK5905'STATION MARK IS STANDARD DISK SET IN A 12-INCH SQUARE CONCRETE AK5905'MONUMENT 8 INCHES ABOVE SURFACE AND 53.5 FEET E OF CENTER LINE AK5905'OF ROAD, 135 FEET S OF THE SOUTHEASTERNMOST PALMETTO OF GROUP. AK5905' AK5905'UNDERGROUND MARK IS 3 FEET BELOW SURFACE AND IS A STANDARD AK5905'DISK SET IN 8-INCH ROUND CONCRETE MONUMENT. AK5905' AK5905'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN 12-INCH SQUARE AK5905'CONCRETE MONUMENT, 8 INCHES ABOVE SURFACE. IT IS NW OF STATION AK5905'AND ACROSS THE ROAD, 27.5 FEET FROM CENTER LINE OF ROAD. AK5905' AK5905'REFERENCE MARK NO.2 IS STANDARD DISK SET IN 12-INCH SQUARE CONCRETE AK5905'MONUMENT, 8 INCHES ABOVE SURFACE. IT IS SW OF STATION AND ACROSS AK5905'THE ROAD, 31 FEET FROM CENTER LINE OF ROAD. AK5905' AK5905'AZIMUTH MARK IS A STANDARD DISK SET IN 12-INCH SQUARE CONCRETE AK5905'MONUMENT, 8 INCHES ABOVE SURFACE, N OF STATION ABOUT 350 METERS AK5905'AND ACROSS ROAD, 6 METERS FROM CENTER LINE OF ROAD. AK5905' AK5905'TO REACH FROM EAU GALLIE, CROSS INDIAN RIVER BRIDGE, FOLLOW AK5905'PAVED ROAD E 0.15 MILE FROM E END OF BRIDGE, TAKE PAVED ROAD AK5905'FORK TO LEFT AND FOLLOW N 0.25 MILE TO STATION. A CLUMP OF AK5905'PALMETTO TREES LIES ABOUT 140 FEET N OF STATION AND ARE THE ONLY AK5905'ONES IN THE VICINITY. A DRAINAGE DITCH PASSES UNDER THE ROAD AK5905'60 PACES N OF STATION. AK5905' AK5905'A 90-FOOT TOWER WAS USED. 25-FOOT TOWER WILL SEE THE GROUND AK5905'AT TRIPOD--50-FOOT TOWER WILL SEE 75-FOOT TOWERS AT EAU GALLIE AK5905'TANK, GIBBONS AND JESSUP. AK5905 AK5905 STATION RECOVERY (1948) AK5905 AK5905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GEM) AK5905'STATION MARK, AZIMUTH MARK, AND BOTH REFERENCE MARKS WERE FOUND AK5905'IN GOOD CONDITION. 1940 PUBLISHED DESCRIPTION ADEQUATE AND AK5905'COMPLETE WITH ONE ADDITION, I.E., A 4- BY 4-INCH WOODEN AK5905'WITNESS POST, PAINTED WHITE, WAS PLACED 2 FEET S OF THE STATION AK5905'MARK. AK5905 AK5905 STATION RECOVERY (1952) AK5905 AK5905'RECOVERY NOTE BY US ENGINEERS 1952 AK5905'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED. THE AK5905'AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED. DESCRIPTION AK5905'IS ADEQUATE WITH THE FOLLOWING ADDITIONS, CORRECTIONS AND A AK5905'NEW TO REACH-- AK5905' AK5905'STATION IS ABOUT 2 MI. E OF EAU GALLIE, ON THE E SIDE OF AK5905'THE PAVED ROAD LEADING FROM EAU GALLIE TO MERRITT ISLAND, 53.5 AK5905'FT. E OF THE CENTERLINE OF THE ROAD, AND 135 FT. S OF THE SE-MOST AK5905'PALMETTO TREE OF A GROUP. THE MARK PROJECTS 8 IN. ABOVE GROUND. AK5905' AK5905'REFERENCE MARK 1 IS NW OF THE STATION, AND 27.5 FT. FROM THE AK5905'CENTERLINE OF THE ROAD. THE MARK PROJECTS 8 IN. ABOVE GROUND. AK5905' AK5905'REFERENCE MARK 2 IS SW OF THE STATION, AND 31 FT. FROM THE AK5905'CENTERLINE OF THE ROAD. THE MARK PROJECTS 8 IN. ABOVE GROUND. AK5905' AK5905'TO REACH FROM EAU GALLIE, CROSS THE INDIAN RIVER BRIDGE, AK5905'FOLLOW A PAVED ROAD E FOR 0.15 MI. FROM THE E END OF THE AK5905'BRIDGE, TAKE THE PAVED ROAD FORK TO THE LEFT AND FOLLOW IT N AK5905'FOR 0.25 MI. TO THE STATION. A CLUMP OF PALMETTO TREES LIES AK5905'ABOUT 140 FT. N OF THE STATION AND ARE THE ONLY ONES IN THE AK5905'VICINITY. A DRAINAGE DITCH PASSES UNDER THE ROAD 60 PACES N OF AK5905'THE STATION. AK5905 AK5905 STATION RECOVERY (1971) AK5905 AK5905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WHS) AK5905'LOST. SITE WHERE STATION WAS HAS BEEN GRADED AND FILLED AND AK5905'MADE INTO A LAWN AT THE FLORIDA POWER CO. SUBSTATION. MARKS AK5905'ARE PROBABLY DESTROYED. AK5905 AK5905 STATION RECOVERY (2002) AK5905 AK5905'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK5905'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 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 - 1997 AJ7485 AJ7485 HISTORY - Date Condition Report By AJ7485 HISTORY - 1997 MONUMENTED FLDEP AJ7485 HISTORY - 20021119 GOOD FL-009 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK2756 *********************************************************************** AK2756 DESIGNATION - N 229 AK2756 PID - AK2756 AK2756 STATE/COUNTY- FL/BREVARD AK2756 USGS QUAD - COCOA (1984) AK2756 AK2756 *CURRENT SURVEY CONTROL AK2756 ___________________________________________________________________ AK2756* NAD 83(1986)- 28 17 22. (N) 080 41 52. (W) SCALED AK2756* NAVD 88 - 4.590 (meters) 15.06 (feet) ADJUSTED AK2756 ___________________________________________________________________ AK2756 GEOID HEIGHT- -28.17 (meters) GEOID99 AK2756 DYNAMIC HT - 4.583 (meters) 15.04 (feet) COMP AK2756 MODELED GRAV- 979,196.8 (mgal) NAVD 88 AK2756 AK2756 VERT ORDER - FIRST CLASS I AK2756 AK2756.The horizontal coordinates were scaled from a topographic map and have AK2756.an estimated accuracy of +/- 6 seconds. AK2756 AK2756.The orthometric height was determined by differential leveling AK2756.and adjusted by the National Geodetic Survey in June 1991. AK2756 AK2756.The geoid height was determined by GEOID99. AK2756 AK2756.The dynamic height is computed by dividing the NAVD 88 AK2756.geopotential number by the normal gravity value computed on the AK2756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2756.degrees latitude (g = 980.6199 gals.). AK2756 AK2756.The modeled gravity was interpolated from observed gravity values. AK2756 AK2756; North East Units Estimated Accuracy AK2756;SPC FL E - 438,320. 229,650. MT (+/- 180 meters Scaled) AK2756 AK2756 SUPERSEDED SURVEY CONTROL AK2756 AK2756 NGVD 29 - 5.018 (m) 16.46 (f) ADJUSTED 1 1 AK2756 AK2756.Superseded values are not recommended for survey control. AK2756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2756.See file dsdata.txt to determine how the superseded data were derived. AK2756 AK2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM296293(NAD 83) AK2756_MARKER: DB = BENCH MARK DISK AK2756_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AK2756_STAMPING: N 229 1965 AK2756_MARK LOGO: CGS AK2756_MAGNETIC: N = NO MAGNETIC MATERIAL AK2756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK2756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK2756+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1993 AK2756 AK2756 HISTORY - Date Condition Report By AK2756 HISTORY - 1965 MONUMENTED CGS AK2756 HISTORY - 1971 GOOD NGS AK2756 HISTORY - 1984 GOOD USPSQD AK2756 HISTORY - 1987 GOOD USPSQD AK2756 HISTORY - 1988 GOOD USPSQD AK2756 HISTORY - 1990 GOOD USPSQD AK2756 HISTORY - 19910212 GOOD NGS AK2756 HISTORY - 19910312 POOR USPSQD AK2756 HISTORY - 19930916 GOOD GEOBAS AK2756 HISTORY - 20021025 GOOD FL-009 AK2756 AK2756 STATION DESCRIPTION AK2756 AK2756'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 AK2756'4.6 MI S FROM COCOA. AK2756'ABOUT 4.6 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE FLORIDA EAST AK2756'COAST RAILWAY COCOA-ROCKLEDGE STATION AT COCOA, NEAR THE SOUTHEAST AK2756'CORNER OF THE STEEL FENCE AROUND THE CITY GAS COMPANY OF FLORIDA AK2756'OFFICE AND STORAGE LOT, 44 1/2 FEET WEST OF THE CENTER LINE OF AK2756'THE WEST-BOUND LANE OF THE HIGHWAY, 18.4 FEET NORTH OF AND AK2756'ACROSS THE SOUTH DRIVE TO THE PLANT FROM A FENCE CORNER, 10 FEET AK2756'NORTH OF THE CENTER LINE OF A DRIVEWAY TO PLANT, 2.1 FEET NORTHEAST AK2756'OF THE NORTH POST TO THE GATE ACROSS THE DRIVE, 1/2 FEET EAST AK2756'OF A FENCE LINE, 1.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT AK2756'LEVEL WITH THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER AK2756'COATED STEEL ROD PROJECTING 2 INCHES ABOVE THE LEVEL OF THE AK2756'GROUND AND PROTECTED BY A 4 INCH IRON PIPE WHICH PROJECTS 2 AK2756'INCHES ABOVE THE LEVEL OF THE GROUND. THE ROD WAS DRIVEN TO A AK2756'DEPTH OF 86 FEET TO REFUSAL. IN SECTION 23 OR 23, R 36 E, T 25 S. AK2756'NOTE-- MARK IS IN SOUTHBOUND LANE OF HWY. AK2756 AK2756 STATION RECOVERY (1971) AK2756 AK2756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 AK2756'RECOVERED IN GOOD CONDITION. AK2756 AK2756 STATION RECOVERY (1984) AK2756 AK2756'RECOVERY NOTE BY US POWER SQUADRON 1984 AK2756'RECOVERED IN GOOD CONDITION. AK2756 AK2756 STATION RECOVERY (1987) AK2756 AK2756'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK) AK2756'RECOVERED IN GOOD CONDITION. AK2756 AK2756 STATION RECOVERY (1988) AK2756 AK2756'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE) AK2756'RECOVERED IN GOOD CONDITION. AK2756 AK2756 STATION RECOVERY (1990) AK2756 AK2756'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE) AK2756'RECOVERED IN GOOD CONDITION. AK2756 AK2756 STATION RECOVERY (1991) AK2756 AK2756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AK2756'8.1 KM (5.0 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION AK2756'OF STATE HIGHWAY 520 (KING STREET) IN COCOA, 13.5 M (44.3 FT) AK2756'SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND LANES OF AK2756'THE HIGHWAY, 3.0 M (9.8 FT) NORTHWEST OF THE CENTER OF THE SOUTH AK2756'ENTRANCE TO THE CITY GAS COMPANY PROPANE STORAGE AREA, 0.3 M AK2756'(1.0 FT) NORTHWEST OF A NORTHWEST GATE POST, 0.3 M (1.0 FT) NORTHEAST AK2756'OF A CHAIN-LINK FENCE, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS AK2756'POST. NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE THAT IS FLUSH AK2756'WITH THE GROUND SURFACE. AK2756 AK2756 STATION RECOVERY (1991) AK2756 AK2756'RECOVERY NOTE BY US POWER SQUADRON 1991 (GVK) AK2756'MARK RECOVERED IN POOR CONDITION. AK2756 AK2756 STATION RECOVERY (1993) AK2756 AK2756'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1993 AK2756'RECOVERED IN GOOD CONDITION. AK2756 AK2756 STATION RECOVERY (2002) AK2756 AK2756'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2002 (SRV) AK2756'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AE6245 *********************************************************************** AE6245 DESIGNATION - P 436 AE6245 PID - AE6245 AE6245 STATE/COUNTY- FL/BREVARD AE6245 USGS QUAD - FELLSMERE (1992) AE6245 AE6245 *CURRENT SURVEY CONTROL AE6245 ___________________________________________________________________ AE6245* NAD 83(1986)- 27 49 39. (N) 080 33 34. (W) SCALED AE6245* NAVD 88 - 11.032 (meters) 36.19 (feet) ADJUSTED AE6245 ___________________________________________________________________ AE6245 GEOID HEIGHT- -27.77 (meters) GEOID99 AE6245 DYNAMIC HT - 11.016 (meters) 36.14 (feet) COMP AE6245 MODELED GRAV- 979,161.3 (mgal) NAVD 88 AE6245 AE6245 VERT ORDER - SECOND CLASS I AE6245 AE6245.The horizontal coordinates were scaled from a topographic map and have AE6245.an estimated accuracy of +/- 6 seconds. AE6245 AE6245.The orthometric height was determined by differential leveling AE6245.and adjusted by the National Geodetic Survey in February 1998. AE6245 AE6245.The geoid height was determined by GEOID99. AE6245 AE6245.The dynamic height is computed by dividing the NAVD 88 AE6245.geopotential number by the normal gravity value computed on the AE6245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE6245.degrees latitude (g = 980.6199 gals.). AE6245 AE6245.The modeled gravity was interpolated from observed gravity values. AE6245 AE6245; North East Units Estimated Accuracy AE6245;SPC FL E - 387,170. 243,400. MT (+/- 180 meters Scaled) AE6245 AE6245 SUPERSEDED SURVEY CONTROL AE6245 AE6245.No superseded survey control is available for this station. AE6245 AE6245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL433781(NAD 83) AE6245_MARKER: F = FLANGE-ENCASED ROD AE6245_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AE6245_STAMPING: P 436 1995 AE6245_MARK LOGO: NGS AE6245_PROJECTION: FLUSH AE6245_MAGNETIC: N = NO MAGNETIC MATERIAL AE6245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE6245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE6245+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2001 AE6245_ROD/PIPE-DEPTH: 12.1 meters AE6245 AE6245 HISTORY - Date Condition Report By AE6245 HISTORY - 1995 MONUMENTED FLDEP AE6245 HISTORY - 20010314 GOOD FLDEP AE6245 HISTORY - 20021016 GOOD FL-009 AE6245 AE6245 STATION DESCRIPTION AE6245 AE6245'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM) AE6245'THE MARK IS ABOUT 5.0 MI (8.0 KM) NORTHWEST OF SEBASTIAN, 4.7 MI (7.6 AE6245'KM) NORTH-NORTHEAST OF FELLSMERE IN THE FLEMING GRANT ESTIMATED AE6245'SECTION 31, TOWNSHIP 30 SOUTH, RANGE 38 EAST. TO REACH THE MARK FROM AE6245'THE POST OFFICE IN FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI AE6245'(0.56 KM) TO THE JUNCTION OF COUNTY ROAD 507 ON THE RIGHT, TURN RIGHT AE6245'ON COUNTY ROAD 507 (BROADWAY STREET) AND GO NORTH FOR 0.4 MI (0.6 KM) AE6245'TO A STOP SIGN (SOUTH CAROLINE AVENUE), TURN LEFT ON COUNTY ROAD 507 AE6245'(SOUTH CAROLINE AVENUE) AND GO WEST FOR 0.4 MI (0.6 KM) TO A 90 DEGREE AE6245'TURN TO THE RIGHT (138TH AVENUE), TURN RIGHT ON COUNTY ROAD 507 (138TH AE6245'AVENUE) AND GO NORTH FOR 3.35 MI (5.39 KM) TO THE BRIDGE OVER CANAL AE6245'54, CONTINUE NORTH ON COUNTY ROAD 507 (138TH AVENUE) FOR 0.05 MI (0.08 AE6245'KM) TO THE INTERSECTION OF A GRADED ROAD, (ON THE NORTH SIDE OF CANAL AE6245'54), TURN RIGHT ON THE GRADED ROAD AND GO EAST FOR 2.95 MI (4.75 KM) AE6245'TO AN OVERHEAD BRIDGE FOR INTERSTATE 95 AND THE MARK. THE MARK CAN AE6245'ALSO BE REACHED FROM THE POST OFFICE IN FELLSMERE, GO EAST ON COUNTY AE6245'ROAD 512 FOR 2.7 MI (4.3 KM) TO THE INTERSECTION OF INTERSTATE 95 AE6245'OVERPASS, TURN LEFT ON INTERSTATE 95 AND GO NORTH FOR 4.25 MI (6.84 AE6245'KM) TO THE NORTH END OF THE BRIDGE OVER CANAL 54 AND THE MARK ON THE AE6245'LEFT IN THE MEDIAN, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH AE6245'OF 39.8 FT (12.1 M) WITH A LOGO CAP FLUSH WITH THE GROUND AND LEVEL AE6245'WITH INTERSTATE 95. LOCATED 53.8 FT (16.4 M) EAST OF THE APPROXIMATE AE6245'CENTERLINE OF THE SOUTHBOUND LANES OF INTERSTATE 95, 39.3 FT (12.0 M) AE6245'WEST OF THE APPROXIMATE CENTERLINE OF THE NORTHBOUND LANES OF AE6245'INTERSTATE 95, 31.2 FT (9.5 M) EAST-NORTHEAST OF THE NORTHEAST END OF AE6245'THE BRIDGE OVER CANAL 54, 2.6 FT (0.8 M) NORTH OF THE GUARDRAIL AND AE6245'1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS POST. NOTE ACCESS TO DATUM AE6245'POINT IS HAD THROUGH A 5-INCH LOGO CAP. AE6245 AE6245 STATION RECOVERY (2001) AE6245 AE6245'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AE6245'RECOVERED AS DESCRIBED. AE6245 AE6245 STATION RECOVERY (2002) AE6245 AE6245'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2002 (SRV) AE6245'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AJ7460 *********************************************************************** AJ7460 DESIGNATION - P 459 AJ7460 PID - AJ7460 AJ7460 STATE/COUNTY- FL/BREVARD AJ7460 USGS QUAD - MELBOURNE WEST (1988) AJ7460 AJ7460 *CURRENT SURVEY CONTROL AJ7460 ___________________________________________________________________ AJ7460* NAD 83(1986)- 28 04 44. (N) 080 44 17. (W) SCALED AJ7460* NAVD 88 - 6.085 (meters) 19.96 (feet) ADJUSTED AJ7460 ___________________________________________________________________ AJ7460 GEOID HEIGHT- -28.08 (meters) GEOID99 AJ7460 DYNAMIC HT - 6.076 (meters) 19.93 (feet) COMP AJ7460 MODELED GRAV- 979,166.1 (mgal) NAVD 88 AJ7460 AJ7460 VERT ORDER - SECOND CLASS I AJ7460 AJ7460.The horizontal coordinates were scaled from a topographic map and have AJ7460.an estimated accuracy of +/- 6 seconds. AJ7460 AJ7460.The orthometric height was determined by differential leveling AJ7460.and adjusted by the National Geodetic Survey in March 2002. AJ7460 AJ7460.The geoid height was determined by GEOID99. AJ7460 AJ7460.The dynamic height is computed by dividing the NAVD 88 AJ7460.geopotential number by the normal gravity value computed on the AJ7460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ7460.degrees latitude (g = 980.6199 gals.). AJ7460 AJ7460.The modeled gravity was interpolated from observed gravity values. AJ7460 AJ7460; North East Units Estimated Accuracy AJ7460;SPC FL E - 414,980. 225,750. MT (+/- 180 meters Scaled) AJ7460 AJ7460 SUPERSEDED SURVEY CONTROL AJ7460 AJ7460.No superseded survey control is available for this station. AJ7460 AJ7460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM257059(NAD 83) AJ7460_MARKER: F = FLANGE-ENCASED ROD AJ7460_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AJ7460_STAMPING: P 459 1997 AJ7460_MARK LOGO: NGS AJ7460_PROJECTION: RECESSED 10 CENTIMETERS AJ7460_MAGNETIC: N = NO MAGNETIC MATERIAL AJ7460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ7460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ7460+SATELLITE: SATELLITE OBSERVATIONS - 1997 AJ7460_ROD/PIPE-DEPTH: 12.4 meters AJ7460 AJ7460 HISTORY - Date Condition Report By AJ7460 HISTORY - 1997 MONUMENTED FLDEP AJ7460 HISTORY - 20021018 GOOD FL-009 AJ7460 AJ7460 STATION DESCRIPTION AJ7460 AJ7460'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ) AJ7460'THE MARK IS ABOUT 7.2 MI (11.6 KM) WEST OF MELBOURNE IN SECTION 5, AJ7460'TOWNSHIP 28 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE AJ7460'INTERSECTION OF INTERSTATE 95 AND U.S. HIGHWAY 192 WEST OF MELBOURNE, AJ7460'GO WEST ON U.S. HIGHWAY 192 FOR 1.95 MI (3.14 KM) TO THE JUNCTION OF AJ7460'SWEETWATER DRIVE AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD AJ7460'DRIVEN TO REFUSAL AT A DEPTH OF 40.7 FT (12.4 M) WITH A LOGO CAP FLUSH AJ7460'WITH THE GROUND AND ABOUT 3.0 FT (0.9 M) BELOW THE LEVEL OF U.S. AJ7460'HIGHWAY 192, THE DATUM POINT IS RECESSED 0.4 FT (12.2 CM) BELOW THE AJ7460'LEVEL OF THE LOGO CAP. LOCATED 56.6 FT (17.3 M) SOUTH OF THE AJ7460'APPROXIMATE CENTERLINE OF U.S. HIGHWAY 192, 28.3 FT (8.6 M) SOUTH OF AJ7460'THE SOUTH EDGE OF THE PAVEMENT OF SWEETWATER DRIVE, 22.7 FT (6.9 M) AJ7460'SOUTHEAST OF A STOP SIGN AND 11.6 FT (3.5 M) NORTH OF A POWER POLE AJ7460'WITH TWO GUY WIRES ATTACHED AND A METAL WITNESS PLAQUE ATTACHED ABOUT AJ7460'2.0 FT (0.6 M) ABOVE THE BASE. NOTE ACCESS TO DATUM POINT IS HAD AJ7460'THROUGH A 5-INCH LOGO CAP. AJ7460 AJ7460 STATION RECOVERY (2002) AJ7460 AJ7460'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2002 (SRV) AJ7460'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK2822 *********************************************************************** AK2822 DESIGNATION - PATRICK N BASE AK2822 PID - AK2822 AK2822 STATE/COUNTY- FL/BREVARD AK2822 USGS QUAD - COCOA BEACH (1976) AK2822 AK2822 *CURRENT SURVEY CONTROL AK2822 ___________________________________________________________________ AK2822* NAD 83(1990)- 28 16 18.65170(N) 080 36 21.25511(W) ADJUSTED AK2822* NAVD 88 - 3.449 (meters) 11.32 (feet) ADJUSTED AK2822 ___________________________________________________________________ AK2822 LAPLACE CORR- -0.56 (seconds) DEFLEC99 AK2822 GEOID HEIGHT- -28.22 (meters) GEOID99 AK2822 DYNAMIC HT - 3.444 (meters) 11.30 (feet) COMP AK2822 MODELED GRAV- 979,200.5 (mgal) NAVD 88 AK2822 AK2822 HORZ ORDER - FIRST AK2822 VERT ORDER - FIRST CLASS II AK2822 AK2822.The horizontal coordinates were established by classical geodetic methods AK2822.and adjusted by the National Geodetic Survey in May 1991. AK2822 AK2822.The orthometric height was determined by differential leveling AK2822.and adjusted by the National Geodetic Survey in June 1991. AK2822 AK2822.The Laplace correction was computed from DEFLEC99 derived deflections. AK2822 AK2822.The geoid height was determined by GEOID99. AK2822 AK2822.The dynamic height is computed by dividing the NAVD 88 AK2822.geopotential number by the normal gravity value computed on the AK2822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2822.degrees latitude (g = 980.6199 gals.). AK2822 AK2822.The modeled gravity was interpolated from observed gravity values. AK2822 AK2822; North East Units Scale Converg. AK2822;SPC FL E - 436,396.806 238,664.177 MT 0.99995962 +0 11 12.0 AK2822;UTM 17 - 3,127,379.891 538,650.985 MT 0.99961844 +0 11 12.0 AK2822 AK2822: Primary Azimuth Mark Grid Az AK2822:SPC FL E - PATRICK N BASE AZ MK RESET 174 07 24.1 AK2822:UTM 17 - PATRICK N BASE AZ MK RESET 174 07 24.1 AK2822 AK2822|---------------------------------------------------------------------| AK2822| PID Reference Object Distance Geod. Az | AK2822| dddmmss.s | AK2822| AK2823 PATRICK N BASE AZ MK 1735642.0 | AK2822| AK2826 PATRICK N BASE AZ MK RESET 1741836.1 | AK2822| AK2825 BC 4 PICNIC GROUNDS APPROX. 0.6 KM 1743350.9 | AK2822| AK5748 REF PT TO NE CORNER OF RES 13.272 METERS 21122 | AK2822| AK2827 CAMERA PAD N 4.417 METERS 26925 | AK2822| AK2824 PATRICK N BASE RM 2 28.480 METERS 28300 | AK2822| DE5084 PATRICK N BASE RM 3 13.274 METERS 29545 | AK2822| AK6097 COCOA RAD STA WKKO MAST APPROX.19.2 KM 2980824.2 | AK2822| AK5752 CINETHEODOLITE NO 3 11.216 METERS 33122 | AK2822| AK2821 SAL 12.872 METERS 35428 | AK2822| AK5751 COCOA BEACH RAD STA WKRT MAST APPROX. 9.7 KM 3550715.8 | AK2822|---------------------------------------------------------------------| AK2822 AK2822 SUPERSEDED SURVEY CONTROL AK2822 AK2822 NAD 83(1986)- 28 16 18.65758(N) 080 36 21.26892(W) AD( ) 1 AK2822 NAD 27 - 28 16 17.62573(N) 080 36 22.08112(W) AD( ) 1 AK2822 NGVD 29 - 3.884 (m) 12.74 (f) ADJ UNCH 1 2 AK2822 AK2822.Superseded values are not recommended for survey control. AK2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2822.See file dsdata.txt to determine how the superseded data were derived. AK2822 AK2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3865127380(NAD 83) AK2822_MARKER: DS = TRIANGULATION STATION DISK AK2822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK2822_STAMPING: PATRICK N BASE 1953 AK2822_MARK LOGO: CGS AK2822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK2822+STABILITY: SURFACE MOTION AK2822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AK2822+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2002 AK2822 AK2822 HISTORY - Date Condition Report By AK2822 HISTORY - 1953 MONUMENTED CGS AK2822 HISTORY - 1957 GOOD CGS AK2822 HISTORY - 1960 GOOD CGS AK2822 HISTORY - 1963 GOOD NGS AK2822 HISTORY - 1971 MARK NOT FOUND NGS AK2822 HISTORY - 1976 GOOD USAF AK2822 HISTORY - 1990 MARK NOT FOUND USPSQD AK2822 HISTORY - 19930527 MARK NOT FOUND GEOBAS AK2822 HISTORY - 19950104 MARK NOT FOUND USPSQD AK2822 HISTORY - 20021118 GOOD USPSQD AK2822 HISTORY - 20021118 MARK NOT FOUND USPSQD AK2822 AK2822 STATION DESCRIPTION AK2822 AK2822'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ) AK2822'STATION IS LOCATED ABOUT 3 MILES SOUTH OF THE MAIN INTERSECTION AK2822'OF STREETS IN COCOA BEACH AND AT THE NORTHEAST CORNER OF PATRICK AK2822'AIRFORCE BASE. THE STATION IS 66 FEET NORTHEAST OF THE NORTHEAST AK2822'CORNER OF A HOUSE, 18 FEET WEST OF THE BLUFF LINE OF THE OCEAN, AK2822'AND 12 FEET WEST OF A WITNESS POST. THE MARK IS FLUSH WITH THE AK2822'GROUND AND THE DISC IS STAMPED PATRICK N BASE 1953. AK2822' AK2822'SAL (AFMTC)(REFERENCE MARK NO. 1) IS LOCATED 11 FEET WEST OF THE AK2822'BLUFF LINE, 10 FEET EAST NORTHEAST OF THE NORTHEAST CORNER OF AK2822'A SMALL BUILDING. THE MARK IS A BRONZE DISC SET IN THE TOP OF A AK2822'CONCRETE POST THAT PROJECTS ABOUT 2 INCHES AND THE DISC IS AK2822'STAMPED, SAL 1952. A TRAVERSE CONNECTION WAS MADE FROM THIS AK2822'STATION TO PATRICK N BASE AND THE DISTANCE AND DIRECTION AK2822'NOTED ABOVE. AK2822' AK2822'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF BOUNDRY FENCE. THE AK2822'MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED, PATRICK AK2822'N BASE NO 2 1953. AK2822' AK2822'REF. PT. TO NE CORNER OF RESERVATION IS LOCATED 22 FEET NORTHEAST AK2822'OF NORTHEAST CORNER OF THE HOUSE. THE MARK IS A BRASS DISK SET AK2822'IN THE TOP OF A 6 INCH CONCRETE POST THAT IS FLUSH WITH THE GROUND AK2822'AND IS STAMPED REF. PT. TO NE COR. OF RES, N 16 45 15 E. A AK2822'TRAVERSE CONNECTION WAS MADE TO THIS MARK AND THE DISTANCE AK2822'AND DIRECTION NOTED ABOVE. AK2822' AK2822'AZIMUTH MARK IS 84 FEET NORTH-NORTHEAST OF THE APPROXIMATE AK2822'CENTERLINE OF MACADAM ROAD AT THE CENTER OF A CURVE, 15 FEET AK2822'WEST OF THE BLUFF LINE OF THE OCEAN, AND 2 FEET WEST OF A WITNESS AK2822'POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISC IS STAMPED, AK2822'PATRICK N BASE 1953. AK2822' AK2822'STATION MAY BE REACHED FROM THE NORTH GATE OF PATRICK AIR FORCE AK2822'BASE BY GOING EAST ALONG THE NORTH SIDE OF BOUNDRY FENCE FOR AK2822'0.05 MILE AND THE STATION ON THE RIGHT, JUST SOUTH OF THE SMALL AK2822'BUILDING MENTIONED ABOVE. AK2822' AK2822'TO REACH THE AZIMUTH MARK FROM THE NORTH GATE GO SOUTH ON AK2822'HIGHWAY FOR 0.6 MILE TO MACADAM ROAD ON THE LEFT, THENCE LEFT ON AK2822'MACADAM ROAD FOR ABOUT 0.05 MILE TO WHERE ROAD CURVES SOUTH AND THE AK2822'MARK ON THE LEFT AS DESCRIBED ABOVE. AK2822' AK2822'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. AK2822 AK2822 STATION RECOVERY (1957) AK2822 AK2822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HDN) AK2822'STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED AK2822'AS DESCRIBED BY D.A. JONES 1953. THE DIRECTIONS WERE CHECKED AK2822'TO REFERENCE MARK NO 2 AND THE AZIMUTH MARK. NO DIRECTIONS WERE AK2822'MADE TO REF.PT.NE.COR.RES. OR SAL 1952 AFMTC (R.M. NO. 1). THE AK2822'MEASUREMENT TO SAL 1952 AFMTC DID NOT CHECK WITH THE 1953 AK2822'MEASUREMENT. THE MARK NOW IS TILTED AND APPARENTLY HAS BEEN AK2822'DISTURBED. A BUILDING HAS BEEN BUILT ON LINE TO REFERENCE MARK AK2822'NO 2, THEREFORE NO MEASUREMENT COULD BE MADE. AK2822' AK2822'THE 1953 DESCRIPTION IS ADEQUATE. AK2822 AK2822 STATION RECOVERY (1960) AK2822 AK2822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GWM) AK2822'THE STATION MARK, REF. PT. TO N.E. COR. RES., AND SAL 1953 AK2822'(AFMTC) WERE FOUND IN GOOD CONDITION. THE AZIMUTH MARK AND AK2822'REFERENCE MARK 2 COULD NOT BE LOCATED AND SHOULD BE CONSIDERED AK2822'LOST. THE BOUNDARY FENCE AND THE NORTH GATE TO PATRICK AIR AK2822'FORCE BASE MENTIONED IN THE ORIGINAL DESCRIPTION NO LONGER AK2822'EXIST. THE SMALL BUILDING MENTIONED IN THE ORIGINAL DESCRIPTION AK2822'IS NO LONGER THERE BUT THE CONCRETE FOUNDATION REMAINS. THE AK2822'DISTANCE TO REF. PT. TO N.E. COR. RES. CHECKED BUT THE AK2822'DIRECTION DID NOT CHECK BY 01 MINUTE AND 49.6 SECONDS. NO AK2822'CHECK WAS MADE FOR DISTANCE OR DIRECTION TO SAL 1953 AK2822'(AFMTC). A REFERENCE MARK 3 AND AN AZIMUTH MARK WERE AK2822'ESTABLISHED AT THIS TIME. AK2822' AK2822'A COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS. AK2822' AK2822'THE STATION IS ABOUT 9-1/2 MILES SOUTHEAST OF COCOA, ABOUT AK2822'6 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAYS 520 AND A1A AND AK2822'ABOUT 3 MILES SOUTH OF COCOA BEACH. IT IS 66 FEET NORTHEAST OF AK2822'THE NORTHEAST CORNER OF A HOUSE, 42 FEET EAST OF THE SOUTHEAST AK2822'CORNER OF A CORRUGATED METAL BUILDING, 31 FEET SOUTHEAST OF THE AK2822'SOUTHEAST CORNER OF A CONCRETE FOUNDATION AND 26 FEET WEST OF AK2822'THE BLUFF LINE OF THE OCEAN. THE MONUMENT IS 4 INCHES BELOW THE AK2822'GROUND SURFACE AND THE DISK IS STAMPED PATRICK N. BASE AK2822'1953. AK2822' AK2822'TO REACH THE STATION FROM THE U.S. POST OFFICE IN COCOA BEACH, AK2822'GO SOUTH ON STATE HIGHWAY A1A FOR 3.3 MILES TO BUILDING NO 212 AK2822'ON THE LEFT AND THE STATION AS DESCRIBED. AK2822' AK2822'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY AK2822'A1A FOR 0.4 MILE TO A SMALL BUILDING ON THE LEFT AND THE AZIMUTH AK2822'MARK AND PAFB BC 4 AS DESCRIBED. AK2822' AK2822'REFERENCE MARK 3 IS A STANDARD DISK STAMPED PATRICK N. BASE NO 3 AK2822'1953 CEMENTED IN A DRILL HOLE IN THE TOP STEP OF A CONCRETE STEP AK2822'AT THE EAST SIDE OF THE CORRUGATED METAL BUILDING. AK2822' AK2822'PAFB BO 4 IS A U.S. AIR FORCE CAMERA STAND. THE STATION IS AN AK2822'18-1/2 INCH BY 18-1/2 INCH CONCRETE PEDESTAL THAT PROJECTS ABOUT AK2822'3 FEET THAT HAS A METAL TRIBACH FASTENED TO THE TOP WITH PLASTER. AK2822' AK2822'SAL 1953 (AFMTC) IS A BRONZE DISK SET IN THE TOP OF A CONCRETE AK2822'POST THAT IS FLUSH WITH THE GROUND AND IT IS STAMPED SAL 1952 AK2822'A.F.M.T.C.. IT IS 40 FEET EAST OF THE NORTHEAST CORNER OF THE AK2822'METAL BUILDING, 27 FEET WEST OF THE BLUFF LINE OF THE OCEAN AK2822'AND 10 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE AK2822'CONCRETE FOUNDATION. AK2822' AK2822'REF. PT. TO N.E. COR. RES. IS A BRONZE DISK STAMPED AK2822'REF. PT. TO N.E. COR. RES. N-16-45-15-E (90 FEET) SET IN THE AK2822'TOP OF A 6 INCH CONCRETE POST THAT IS FLUSH WITH THE GROUND. IT AK2822'IS 52 FEET WEST OF THE BLUFF LINE OF THE OCEAN, 42 FEET AK2822'SOUTH-SOUTHEAST OF THE METAL BUILDING AND 22 FEET NORTHEAST OF AK2822'THE NORTHEAST CORNER OF THE HOUSE. AK2822' AK2822'THE AZIMUTH MARK IS 55 FEET EAST OF A POWER POLE, 50 FEET NORTH OF AK2822'THE U.S. AIR FORCE CAMERA STAND, 12 FEET WEST OF THE BLUFF LINE OF AK2822'THE OCEAN AND 2 FEET EAST OF A WITNESS POST. THE MONUMENT AK2822'PROJECTS 1 INCH AND THE DISK IS STAMPED PATRICK N. BASE 1953 AK2822'RESET 1960. AK2822' AK2822'HEIGHT OF LIGHT ABOVE STATION MARK 30.02 METERS. AK2822 AK2822 STATION RECOVERY (1963) AK2822 AK2822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 AK2822'0.8 MI N FROM PATRICK AIR FORCE BASE. AK2822'ABOUT 0.85 MILE NORTH ALONG STATE HIGHWAY A 1 A FROM THE OFFICERS AK2822'CLUB AT PATRICK AIR FORCE BASE, 273 FEET EAST OF THE CENTER LINE AK2822'OF THE HIGHWAY, 66.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A AK2822'HOUSE, 32 FEET EAST OF THE SOUTHEAST CORNER OF A STEEL FENCE AROUND AK2822'CAMERAL BUILDING SITE NO. 23, 18 FEET WEST OF THE BEACH LINE, 46.8 AK2822'FEET SOUTH OF THE NORTH BOUNDARY FENCE OF THE BASE, ABOUT 7 FEET AK2822'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE AK2822'POST 10 INCHES BELOW THE SURFACE OF THE GROUND. AK2822 AK2822 STATION RECOVERY (1971) AK2822 AK2822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WHS) AK2822'PROBABLY DESTROYED. CONSIDERABLE CHANGE HAS OCCURRED AT THE SITE AK2822'SINCE THE 1970 RECOVERY AND THE MARK IS BELIEVED TO HAVE BEEN AK2822'BULL-DOZED OUT. IF NOT IT IS DEEPLY BURIED AND PERMISSION TO DIG AK2822'FOR IT WILL HAVE TO BE OBTAINED FROM THE PAFB AUTHORITIES AS IT AK2822'IS IN THE LAWN AT OFFICER QUARTERS. AK2822 AK2822 STATION RECOVERY (1976) AK2822 AK2822'RECOVERY NOTE BY US AIR FORCE 1976 AK2822'STATION FOUND 6 TO 8 INCHES BELOW THE SURFACE. THE MARK IS STILL AK2822'SET WELL IN CONCRETE UNDAMAGED, IN GOOD CONDITION. AK2822 AK2822 STATION RECOVERY (1990) AK2822 AK2822'RECOVERY NOTE BY US POWER SQUADRON 1990 (GVK) AK2822'MARK NOT FOUND. AK2822 AK2822 STATION RECOVERY (1993) AK2822 AK2822'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1993 AK2822'NOT FOUND AK2822 AK2822 STATION RECOVERY (1995) AK2822 AK2822'RECOVERY NOTE BY US POWER SQUADRON 1995 AK2822'MARK NOT FOUND. AK2822 AK2822 STATION RECOVERY (2002) AK2822 AK2822'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK2822'RECOVERED IN GOOD CONDITION. AK2822 AK2822 STATION RECOVERY (2002) AK2822 AK2822'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK2822'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK7416 *********************************************************************** AK7416 DESIGNATION - S 412 AK7416 PID - AK7416 AK7416 STATE/COUNTY- FL/BREVARD AK7416 USGS QUAD - TITUSVILLE SW (1980) AK7416 AK7416 *CURRENT SURVEY CONTROL AK7416 ___________________________________________________________________ AK7416* NAD 83(1986)- 28 33 03. (N) 080 52 47. (W) SCALED AK7416* NAVD 88 - 4.028 (meters) 13.22 (feet) ADJUSTED AK7416 ___________________________________________________________________ AK7416 GEOID HEIGHT- -28.01 (meters) GEOID99 AK7416 DYNAMIC HT - 4.022 (meters) 13.20 (feet) COMP AK7416 MODELED GRAV- 979,219.7 (mgal) NAVD 88 AK7416 AK7416 VERT ORDER - FIRST CLASS II AK7416 AK7416.The horizontal coordinates were scaled from a topographic map and have AK7416.an estimated accuracy of +/- 6 seconds. AK7416 AK7416.The orthometric height was determined by differential leveling AK7416.and adjusted by the National Geodetic Survey in December 1995. AK7416 AK7416.The geoid height was determined by GEOID99. AK7416 AK7416.The dynamic height is computed by dividing the NAVD 88 AK7416.geopotential number by the normal gravity value computed on the AK7416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK7416.degrees latitude (g = 980.6199 gals.). AK7416 AK7416.The modeled gravity was interpolated from observed gravity values. AK7416 AK7416; North East Units Estimated Accuracy AK7416;SPC FL E - 467,260. 211,770. MT (+/- 180 meters Scaled) AK7416 AK7416 SUPERSEDED SURVEY CONTROL AK7416 AK7416.No superseded survey control is available for this station. AK7416 AK7416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM117582(NAD 83) AK7416_MARKER: DV = VERTICAL CONTROL DISK AK7416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK7416_STAMPING: S 412 1992 AK7416_MARK LOGO: NGS AK7416_MAGNETIC: O = OTHER; SEE DESCRIPTION AK7416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK7416+STABILITY: SURFACE MOTION AK7416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7416+SATELLITE: SATELLITE OBSERVATIONS - 1992 AK7416 AK7416 HISTORY - Date Condition Report By AK7416 HISTORY - 1992 MONUMENTED FLDNR AK7416 HISTORY - 20021014 GOOD FL-009 AK7416 AK7416 STATION DESCRIPTION AK7416 AK7416'DESCRIBED BY FL DEPT OF NAT RES 1992 AK7416'THE MARK IS ABOUT 8.5 MI (13.7 KM) EAST OF CHRISTMAS, 6.0 MI (9.7 KM) AK7416'SOUTH-SOUTHWEST OF TITUSVILLE, IN SECTION 00, TOWNSHIP 22 SOUTH, RANGE AK7416'34 EAST. AK7416'TO REACH THE MARK FROM THE TITUSVILLE POST OFFICE AT 2503 SOUTH AK7416'WASHINGTON AVENUE, GO SOUTH ON U.S. HIGHWAY 1 (WASHINGTON AVENUE) FOR AK7416'1.9 MI (3.1 KM) TO THE JUNCTION OF STATE ROAD 50 ON THE RIGHT, TURN AK7416'RIGHT ON STATE ROAD 50 AND GO WEST FOR 3.3 MI (5.3 KM) TO THE AK7416'INTERSECTION OF INTERSTATE 95, CONTINUE WEST ON STATE ROAD 50 FOR AK7416'1.75 MI (2.82 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A AK7416'CONCRETE MONUMENT 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE ROAD 50 AND AK7416'PROJECTING 0.2 FT (6.1 CM) ABOVE THE LEVEL OF THE GROUND. THE MARK AK7416'CAN ALSO BE REACHED FROM THE THE POST OFFICE IN CHRISTMAS, GO EAST ON AK7416'STATE ROAD 50 FOR 8.5 MI (13.7 KM) TO THE MARK ON THE LEFT. AK7416'LOCATED 44.4 FT (13.5 M) NORTH-NORTHEAST OF THE CENTERLINE OF STATE AK7416'ROAD 50, 24.3 FT (7.4 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF A DIRT AK7416'ROAD, 19.7 FT (6.0 M) NORTH-NORTHEAST OF THE WEST END OF A METAL AK7416'GUARDRAIL AND 1.1 FT (0.3 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS AK7416'POST. AK7416 AK7416 STATION RECOVERY (2002) AK7416 AK7416'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2002 (SRV) AK7416'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK2970 *********************************************************************** AK2970 DESIGNATION - TRIPOD RM 3 AK2970 PID - AK2970 AK2970 STATE/COUNTY- FL/BREVARD AK2970 USGS QUAD - TROPIC (1988) AK2970 AK2970 *CURRENT SURVEY CONTROL AK2970 ___________________________________________________________________ AK2970* NAD 83(1990)- 28 11 13.40566(N) 080 35 35.92310(W) ADJUSTED AK2970* NAVD 88 - 3.911 (meters) 12.83 (feet) ADJUSTED AK2970 ___________________________________________________________________ AK2970 LAPLACE CORR- -0.27 (seconds) DEFLEC99 AK2970 GEOID HEIGHT- -28.23 (meters) GEOID99 AK2970 DYNAMIC HT - 3.906 (meters) 12.81 (feet) COMP AK2970 MODELED GRAV- 979,189.0 (mgal) NAVD 88 AK2970 AK2970 HORZ ORDER - SECOND AK2970 VERT ORDER - FIRST CLASS I AK2970 AK2970.The horizontal coordinates were established by classical geodetic methods AK2970.and adjusted by the National Geodetic Survey in May 1991. AK2970 AK2970.The orthometric height was determined by differential leveling AK2970.and adjusted by the National Geodetic Survey in June 1991. AK2970 AK2970.The Laplace correction was computed from DEFLEC99 derived deflections. AK2970 AK2970.The geoid height was determined by GEOID99. AK2970 AK2970.The dynamic height is computed by dividing the NAVD 88 AK2970.geopotential number by the normal gravity value computed on the AK2970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2970.degrees latitude (g = 980.6199 gals.). AK2970 AK2970.The modeled gravity was interpolated from observed gravity values. AK2970 AK2970; North East Units Scale Converg. AK2970;SPC FL E - 427,004.558 239,931.141 MT 0.99996085 +0 11 31.6 AK2970;UTM 17 - 3,117,990.847 539,917.517 MT 0.99961967 +0 11 31.6 AK2970 AK2970 SUPERSEDED SURVEY CONTROL AK2970 AK2970 NAD 83(1986)- 28 11 13.41147(N) 080 35 35.93730(W) AD( ) 2 AK2970 NAD 27 - 28 11 12.37043(N) 080 35 36.74872(W) AD( ) 2 AK2970 NGVD 29 - 4.348 (m) 14.27 (f) ADJ UNCH 1 1 AK2970 AK2970.Superseded values are not recommended for survey control. AK2970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2970.See file dsdata.txt to determine how the superseded data were derived. AK2970 AK2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3991817991(NAD 83) AK2970_MARKER: DR = REFERENCE MARK DISK AK2970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK2970_STAMPING: TRIPOD NO 3 1934 AK2970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK2970+STABILITY: SURFACE MOTION AK2970 AK2970 HISTORY - Date Condition Report By AK2970 HISTORY - 1953 MONUMENTED CGS AK2970 HISTORY - 1965 GOOD NGS AK2970 HISTORY - 1971 GOOD NGS AK2970 HISTORY - 1990 MARK NOT FOUND USPSQD AK2970 HISTORY - 20021123 MARK NOT FOUND USPSQD AK2970 AK2970 STATION DESCRIPTION AK2970 AK2970'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ) AK2970'THE MARK IS LOCATED ABOUT 6 MI. S OF THE N ENTRANCE GATE AT AK2970'PATRICK AIR FORCE BASE. IT IS 51 FT. W OF THE CENTERLINE OF AK2970'U.S. HIGHWAY A1A, 25 FT. N OF A SECTION-LINE MARK (STAMPED SEC. 26 AK2970'AND SEC. 35), AND 2 FT. N OF A WHITE WITNESS POST. IT IS A AK2970'STANDARD DISK, STAMPED TRIPOD 3 1934 AND SET IN CONCRETE AK2970'PROJECTING ABOUT 12 IN. ABOVE GROUND. (THIS MARK WAS USED AS AN AK2970'AZIMUTH MARK FOR TRIPOD 2.) AK2970' AK2970'TO REACH FROM THE N ENTRANCE GATE AT PATRICK AIR FORCE BASE, GO AK2970'S ON U.S. HIGHWAY A1A FOR 6.15 MI. TO THE MARK ON THE W SIDE OF AK2970'THE ROAD AS DESCRIBED. AK2970' AK2970'NOTE--A TRAVERSE CONNECTION WAS MADE AT A RIGHT ANGLE TO THE AK2970'PATRICK BASE LINE. AK2970' AK2970'THIS IS A TRAVERSE STATION. AK2970 AK2970 STATION RECOVERY (1965) AK2970 AK2970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 AK2970'6.3 MI NE FROM EAU GALLIE. AK2970'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 518 FROM THE JUNCTION AK2970'OF U.S. HIGHWAY 1 AT EAU GALLIE, THENCE 3.2 MILES NORTH ALONG AK2970'STATE HIGHWAY A1A, ABOUT 45 YARDS NORTH OF THE JUNCTION OF A AK2970'BLACK TOP STREET LEADING WEST, AT THE SOUTHEAST CORNER OF A AK2970'CONCRETE BLOCK FENCE AROUND THE SOUTH HOUSING AREA OF PATRICK AK2970'AIR FORCE BASE, 33.0 FEET WEST OF THE CENTER LINE OF THE WEST AK2970'LANE OF THE HIGHWAY, 10.5 FEET NORTH OF THE FENCE CORNER WHICH AK2970'IS ALSO THE NORTHEAST CORNER OF THE PARKING AREA FOR THE ROYAL AK2970'CASTLE DRIVE-IN, 1.2 FEET EAST OF THE FENCE LINE, 1.2 FEET WEST AK2970'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE AK2970'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.2 AK2970'FOOT. NOTE-- THE MARK IS SOLID BUT LEANING SLIGHTLY TO THE AK2970'NORTHEAST. AK2970 AK2970 STATION RECOVERY (1971) AK2970 AK2970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 AK2970'RECOVERED IN GOOD CONDITION. AK2970 AK2970 STATION RECOVERY (1990) AK2970 AK2970'RECOVERY NOTE BY US POWER SQUADRON 1990 (GVK) AK2970'MARK NOT FOUND. AK2970 AK2970 STATION RECOVERY (2002) AK2970 AK2970'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK2970'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK2992 *********************************************************************** AK2992 DESIGNATION - V 303 AK2992 PID - AK2992 AK2992 STATE/COUNTY- FL/BREVARD AK2992 USGS QUAD - TROPIC (1988) AK2992 AK2992 *CURRENT SURVEY CONTROL AK2992 ___________________________________________________________________ AK2992* NAD 83(1986)- 28 08 24. (N) 080 35 55. (W) SCALED AK2992* NAVD 88 - 0.950 (meters) 3.12 (feet) ADJUSTED AK2992 ___________________________________________________________________ AK2992 GEOID HEIGHT- -28.21 (meters) GEOID99 AK2992 DYNAMIC HT - 0.949 (meters) 3.11 (feet) COMP AK2992 MODELED GRAV- 979,182.3 (mgal) NAVD 88 AK2992 AK2992 VERT ORDER - SECOND CLASS 0 AK2992 AK2992.The horizontal coordinates were scaled from a topographic map and have AK2992.an estimated accuracy of +/- 6 seconds. AK2992 AK2992.The orthometric height was determined by differential leveling AK2992.and adjusted by the National Geodetic Survey in June 1991. AK2992 AK2992.The geoid height was determined by GEOID99. AK2992 AK2992.The dynamic height is computed by dividing the NAVD 88 AK2992.geopotential number by the normal gravity value computed on the AK2992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2992.degrees latitude (g = 980.6199 gals.). AK2992 AK2992.The modeled gravity was interpolated from observed gravity values. AK2992 AK2992; North East Units Estimated Accuracy AK2992;SPC FL E - 421,790. 239,430. MT (+/- 180 meters Scaled) AK2992 AK2992 SUPERSEDED SURVEY CONTROL AK2992 AK2992 NGVD 29 - 1.381 (m) 4.53 (f) ADJ UNCH 2 0 AK2992 AK2992.Superseded values are not recommended for survey control. AK2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2992.See file dsdata.txt to determine how the superseded data were derived. AK2992 AK2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM394127(NAD 83) AK2992_MARKER: DB = BENCH MARK DISK AK2992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK2992_STAMPING: V 303 1970 AK2992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK2992+STABILITY: SURFACE MOTION AK2992 AK2992 HISTORY - Date Condition Report By AK2992 HISTORY - 1970 MONUMENTED NGS AK2992 HISTORY - 1971 GOOD NGS AK2992 HISTORY - 1983 GOOD LOCSUR AK2992 HISTORY - 1987 MARK NOT FOUND USPSQD AK2992 HISTORY - 20021122 MARK NOT FOUND USPSQD AK2992 AK2992 STATION DESCRIPTION AK2992 AK2992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AK2992'2.1 MI E FROM EAU GALLIE. AK2992'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 518 FROM THE JUNCTION AK2992'OF U.S. HIGHWAY 1 AT EAU GALLIE, THENCE 0.1 MILE NORTH ALONG AK2992'STATE HIGHWAY 3 S, 63 FEET WEST OF THE CENTER LINE OF THE AK2992'HIGHWAY, 139 FEET SOUTH OF THE APPROXIMATE CENTER LINE OF AK2992'AZALEATER STREET, 43.5 FEET NORTHEAST OF THE NORTHEAST CORNER AK2992'OF HOUSE AT NUMBER 2224, 5 FEET NORTH OF A POWER LINE POLE, 2.3 AK2992'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE AK2992'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 AK2992'INCHES ABOVE THE LEVEL OF THE GROUND. SEC. 14, T 27 S, R 37 E. AK2992 AK2992 STATION RECOVERY (1971) AK2992 AK2992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 AK2992'RECOVERED IN GOOD CONDITION. AK2992 AK2992 STATION RECOVERY (1983) AK2992 AK2992'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983 AK2992'THIS MARK IN NOW ON THE WEST EDGE OF STATE HIGHWAY 3 S AND IS LEVEL AK2992'WITH THE GROUND. THE ROAD IS IN THE PROCESS OF BEING WIDENED AND THE AK2992'CONTRACTOR POSTS. ONE OF WHICH HAS A DO NOT DISTURB SIGN. THE WITNESS AK2992'POST IS ALSO EVIDENT. THIS MARK SHOULD BE RECOVERED AGAIN AFTER THE AK2992'ROADWORK IS COMPLETED. AK2992 AK2992 STATION RECOVERY (1987) AK2992 AK2992'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK) AK2992'MARK NOT FOUND. AK2992 AK2992 STATION RECOVERY (2002) AK2992 AK2992'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK2992'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK3019 *********************************************************************** AK3019 DESIGNATION - V 32 AK3019 PID - AK3019 AK3019 STATE/COUNTY- FL/BREVARD AK3019 USGS QUAD - MELBOURNE WEST (1988) AK3019 AK3019 *CURRENT SURVEY CONTROL AK3019 ___________________________________________________________________ AK3019* NAD 83(1986)- 28 07 22. (N) 080 38 01. (W) SCALED AK3019* NAVD 88 - 5.183 (meters) 17.00 (feet) ADJUSTED AK3019 ___________________________________________________________________ AK3019 GEOID HEIGHT- -28.18 (meters) GEOID99 AK3019 DYNAMIC HT - 5.175 (meters) 16.98 (feet) COMP AK3019 MODELED GRAV- 979,177.9 (mgal) NAVD 88 AK3019 AK3019 VERT ORDER - FIRST CLASS II AK3019 AK3019.The horizontal coordinates were scaled from a topographic map and have AK3019.an estimated accuracy of +/- 6 seconds. AK3019 AK3019.The orthometric height was determined by differential leveling AK3019.and adjusted by the National Geodetic Survey in June 1991. AK3019 AK3019.The geoid height was determined by GEOID99. AK3019 AK3019.The dynamic height is computed by dividing the NAVD 88 AK3019.geopotential number by the normal gravity value computed on the AK3019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK3019.degrees latitude (g = 980.6199 gals.). AK3019 AK3019.The modeled gravity was interpolated from observed gravity values. AK3019 AK3019; North East Units Estimated Accuracy AK3019;SPC FL E - 419,870. 236,000. MT (+/- 180 meters Scaled) AK3019 AK3019 SUPERSEDED SURVEY CONTROL AK3019 AK3019 NGVD 29 - 5.614 (m) 18.42 (f) ADJUSTED 1 2 AK3019 AK3019.Superseded values are not recommended for survey control. AK3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK3019.See file dsdata.txt to determine how the superseded data were derived. AK3019 AK3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM359108(NAD 83) AK3019_MARKER: DB = BENCH MARK DISK AK3019_SETTING: 38 = BRIDGE ABUTMENT AK3019_STAMPING: V 32 1933 18.373 AK3019_MARK LOGO: CGS AK3019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK3019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AK3019+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1991 AK3019 AK3019 HISTORY - Date Condition Report By AK3019 HISTORY - 1933 MONUMENTED CGS AK3019 HISTORY - 1965 GOOD NGS AK3019 HISTORY - 1971 GOOD NGS AK3019 HISTORY - 1988 POOR USPSQD AK3019 HISTORY - 19910208 GOOD NGS AK3019 HISTORY - 19910425 POOR USPSQD AK3019 HISTORY - 20021120 MARK NOT FOUND USPSQD AK3019 AK3019 STATION DESCRIPTION AK3019 AK3019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AK3019'1.1 MI S FROM EAU GALLIE. AK3019'ABOUT 1.1 MILES SOUTH ALONG THE FLORIDA EAST COAST RAILWAY FROM AK3019'THE STATION AT EAU GALLIE, ABOUT 0.4 MILE NORTH OF MILEPOST 191, AK3019'SET ON THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF THE AK3019'LARGE BRIDGE OVER ELBOW CREEK, 9.0 FEET EAST OF THE EAST RAIL AK3019'OF THE EAST TRACK AND 1/2 FOOT BELOW THE LEVEL OF THE TRACK. AK3019'IN SECTION 21, R 37 E, T 27 S. NOTE-- F.E.C. RWY STA NO LONGER AK3019'EXISTS, BM IS 7.2 FEET E OF E RAIL. AK3019 AK3019 STATION RECOVERY (1971) AK3019 AK3019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 AK3019'RECOVERED IN GOOD CONDITION. AK3019 AK3019 STATION RECOVERY (1988) AK3019 AK3019'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE) AK3019'MARK RECOVERED IN POOR CONDITION. AK3019 AK3019 STATION RECOVERY (1991) AK3019 AK3019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AK3019'0.6 KM (0.4 MI) SOUTHERLY ALONG THE FLORIDA EAST COAST RAILROAD FROM AK3019'THE JUNCTION OF STATE HIGHWAY 518 (EAU GALLIE BOULEVARD) IN EAU AK3019'GALLIE, IN TOP OF AND 0.1 M (0.3 FT) WEST OF THE EAST END OF THE AK3019'SOUTH CONCRETE ABUTMENT OF THE RAILROAD BRIDGE SPANNING THE EAU AK3019'GALLIE RIVER, 2.1 M (6.9 FT) EAST OF THE NEAR RAIL, AND LEVEL WITH AK3019'THE TRACK. AK3019 AK3019 STATION RECOVERY (1991) AK3019 AK3019'RECOVERY NOTE BY US POWER SQUADRON 1991 (GVK) AK3019'MARK RECOVERED IN POOR CONDITION. AK3019 AK3019 STATION RECOVERY (2002) AK3019 AK3019'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK3019'THE RAILROAD BED AND ABUTMENT HAVE HAD MAJOR UPGRADE WORK SINCE LAST AK3019'REPORT. NO EVIDENCE OF MARKER. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK2998 *********************************************************************** AK2998 TIDAL BM - This is a Tidal Bench Mark. AK2998 DESIGNATION - X 229 AK2998 PID - AK2998 AK2998 STATE/COUNTY- FL/BREVARD AK2998 USGS QUAD - TROPIC (1988) AK2998 AK2998 *CURRENT SURVEY CONTROL AK2998 ___________________________________________________________________ AK2998* NAD 83(1986)- 28 08 20. (N) 080 34 50. (W) SCALED AK2998* NAVD 88 - 3.897 (meters) 12.79 (feet) ADJUSTED AK2998 ___________________________________________________________________ AK2998 GEOID HEIGHT- -28.22 (meters) GEOID99 AK2998 DYNAMIC HT - 3.891 (meters) 12.77 (feet) COMP AK2998 MODELED GRAV- 979,183.4 (mgal) NAVD 88 AK2998 AK2998 VERT ORDER - FIRST CLASS I AK2998 AK2998.The horizontal coordinates were scaled from a topographic map and have AK2998.an estimated accuracy of +/- 6 seconds. AK2998 AK2998.The orthometric height was determined by differential leveling AK2998.and adjusted by the National Geodetic Survey in June 1991. AK2998 AK2998.This Tidal Bench Mark is designated as VM 5370 AK2998.by the Center for Operational Oceanographic Products and Services. AK2998 AK2998.The geoid height was determined by GEOID99. AK2998 AK2998.The dynamic height is computed by dividing the NAVD 88 AK2998.geopotential number by the normal gravity value computed on the AK2998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2998.degrees latitude (g = 980.6199 gals.). AK2998 AK2998.The modeled gravity was interpolated from observed gravity values. AK2998 AK2998; North East Units Estimated Accuracy AK2998;SPC FL E - 421,670. 241,200. MT (+/- 180 meters Scaled) AK2998 AK2998 SUPERSEDED SURVEY CONTROL AK2998 AK2998 NGVD 29 - 4.330 (m) 14.21 (f) ADJUSTED 1 1 AK2998 AK2998.Superseded values are not recommended for survey control. AK2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2998.See file dsdata.txt to determine how the superseded data were derived. AK2998 AK2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM411126(NAD 83) AK2998_MARKER: DB = BENCH MARK DISK AK2998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK2998_STAMPING: X 229 1965 AK2998_MARK LOGO: CGS AK2998_MAGNETIC: N = NO MAGNETIC MATERIAL AK2998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK2998+STABILITY: SURFACE MOTION AK2998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK2998+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2002 AK2998 AK2998 HISTORY - Date Condition Report By AK2998 HISTORY - 1965 MONUMENTED CGS AK2998 HISTORY - 1970 GOOD NGS AK2998 HISTORY - 1971 GOOD NGS AK2998 HISTORY - 1984 GOOD FLDNR AK2998 HISTORY - 19930916 GOOD GEOBAS AK2998 HISTORY - 20021123 GOOD USPSQD AK2998 AK2998 STATION DESCRIPTION AK2998 AK2998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AK2998'3.1 MI E FROM EAU GALLIE. AK2998'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 518 FROM THE JUNCTION AK2998'OF U.S. HIGHWAY 1 AT EAU GALLIE, AT THE JUNCTION OF STATE AK2998'HIGHWAY 518 AND A 1 A, 13.9 FEET NORTH OF THE NORTH CURB OF AK2998'STATE HIGHWAY 518, 19.2 FEET WEST OF THE WEST CURB OF STATE AK2998'HIGHWAY A 1 A, 2.6 FEET EAST OF THE EAST FACE OF A LARGE CONCRETE AK2998'LIGHT POLE, 0.5 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL AK2998'WITH STATE HIGHWAY A 1 A, 2 INCHES BELOW THE LEVEL OF THE GROUND AK2998'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD 2 INCHES AK2998'BELOW THE LEVEL OF THE GROUND AND PROTECTED BY A METAL PIPE WHICH AK2998'IS 3 INCHES BELOW THE LEVEL OF THE GROUND. THE ROD WAS DRIVEN AK2998'TO A DEPTH OF 64 FEET. SEC 13, T 27 S, R 37 E. NOTE-- THIS AREA AK2998'IS LOCALLY KNOWN AS CANOVA PIER. AK2998 AK2998 STATION RECOVERY (1971) AK2998 AK2998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 AK2998'RECOVERED IN GOOD CONDITION. AK2998 AK2998 STATION RECOVERY (1984) AK2998 AK2998'RECOVERY NOTE BY FL DEPT OF NAT RES 1984 AK2998'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS 0.5 AK2998'FOOT EAST OF A WITNESS POST AND 2 FEET SOUTH OF THE SOUTH FACE OF THE AK2998'CONCRETE POWER POLE. AK2998 AK2998 STATION RECOVERY (1993) AK2998 AK2998'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1993 AK2998'RECOVERED IN GOOD CONDITION. AK2998 AK2998 STATION RECOVERY (2002) AK2998 AK2998'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK2998'MARK IS 0.5 FOOT SOUTH (NOT NORTH) OF A NORMAL, RED AND WHITE, WITNESS AK2998'POST. AN ALL METAL WITNESS POST WAS ALSO FOUND LAYING ON THE GROUND AK2998'NEXT TO THE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK4030 *********************************************************************** AK4030 DESIGNATION - Y 167 AK4030 PID - AK4030 AK4030 STATE/COUNTY- FL/BREVARD AK4030 USGS QUAD - MELBOURNE EAST (1980) AK4030 AK4030 *CURRENT SURVEY CONTROL AK4030 ___________________________________________________________________ AK4030* NAD 83(1986)- 28 04 06. (N) 080 33 32. (W) SCALED AK4030* NAVD 88 - 3.837 (meters) 12.59 (feet) ADJUSTED AK4030 ___________________________________________________________________ AK4030 GEOID HEIGHT- -28.18 (meters) GEOID99 AK4030 DYNAMIC HT - 3.832 (meters) 12.57 (feet) COMP AK4030 MODELED GRAV- 979,177.3 (mgal) NAVD 88 AK4030 AK4030 VERT ORDER - FIRST CLASS II AK4030 AK4030.The horizontal coordinates were scaled from a topographic map and have AK4030.an estimated accuracy of +/- 6 seconds. AK4030 AK4030.The orthometric height was determined by differential leveling AK4030.and adjusted by the National Geodetic Survey in June 1991. AK4030.WARNING-Repeat measurements at this control monument indicate possible AK4030.vertical movement. AK4030 AK4030.The geoid height was determined by GEOID99. AK4030 AK4030.The dynamic height is computed by dividing the NAVD 88 AK4030.geopotential number by the normal gravity value computed on the AK4030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK4030.degrees latitude (g = 980.6199 gals.). AK4030 AK4030.The modeled gravity was interpolated from observed gravity values. AK4030 AK4030; North East Units Estimated Accuracy AK4030;SPC FL E - 413,860. 243,360. MT (+/- 180 meters Scaled) AK4030 AK4030 SUPERSEDED SURVEY CONTROL AK4030 AK4030 NGVD 29 - 4.274 (m) 14.02 (f) ADJ UNCH 1 2 AK4030 AK4030.Superseded values are not recommended for survey control. AK4030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK4030.See file dsdata.txt to determine how the superseded data were derived. AK4030 AK4030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM433048(NAD 83) AK4030_MARKER: DB = BENCH MARK DISK AK4030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK4030_STAMPING: Y 167 1956 AK4030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK4030+STABILITY: SURFACE MOTION AK4030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AK4030+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2002 AK4030 AK4030 HISTORY - Date Condition Report By AK4030 HISTORY - 1956 MONUMENTED CGS AK4030 HISTORY - 1970 GOOD NGS AK4030 HISTORY - 1971 GOOD NGS AK4030 HISTORY - 1984 GOOD USPSQD AK4030 HISTORY - 1987 GOOD USPSQD AK4030 HISTORY - 20021118 GOOD USPSQD AK4030 AK4030 STATION DESCRIPTION AK4030 AK4030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AK4030'AT MELBOURNE BEACH. AK4030'AT MELBOURNE BEACH, ALONG STATE HIGHWAY A 1 A, ABOUT 0.1 MILE AK4030'EAST OF A POINT WHERE THE HIGHWAY TURNS SOUTH FROM EAST-WEST, AK4030'28.5 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY A 1 A, AK4030'180.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MELBOURNE AK4030'BEACH POST OFFICE, 7 FEET EAST OF A POWER LINE POLE, 1.7 FEET AK4030'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND AK4030'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE AK4030'LEVEL OF THE GROUND. SEC 8, T28S, R38E. NOTE-- BM IS 0.1 MILE AK4030'W OF A POINT WHERE THE HIGHWAY TURNS SOUTH FROM EAST-WEST, THERE AK4030'IS A WOODEN WITNESS POST, MARK IS ACROSS ROAD AND WEST OF A AK4030'MINIT SAVER FOOD STORE. AK4030 AK4030 STATION RECOVERY (1971) AK4030 AK4030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 AK4030'RECOVERED IN GOOD CONDITION. AK4030 AK4030 STATION RECOVERY (1984) AK4030 AK4030'RECOVERY NOTE BY US POWER SQUADRON 1984 AK4030'RECOVERED IN GOOD CONDITION. AK4030 AK4030 STATION RECOVERY (1987) AK4030 AK4030'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK) AK4030'RECOVERED IN GOOD CONDITION. AK4030 AK4030 STATION RECOVERY (2002) AK4030 AK4030'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK4030'THE WITNESS POST IS GONE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK2087 *********************************************************************** AK2087 DESIGNATION - Z 169 RESET AK2087 PID - AK2087 AK2087 STATE/COUNTY- FL/BREVARD AK2087 USGS QUAD - SHARPES (1992) AK2087 AK2087 *CURRENT SURVEY CONTROL AK2087 ___________________________________________________________________ AK2087* NAD 83(1986)- 28 26 37. (N) 080 45 48. (W) SCALED AK2087* NAVD 88 - 6.997 (meters) 22.96 (feet) ADJUSTED AK2087 ___________________________________________________________________ AK2087 GEOID HEIGHT- -28.09 (meters) GEOID99 AK2087 DYNAMIC HT - 6.987 (meters) 22.92 (feet) COMP AK2087 MODELED GRAV- 979,215.1 (mgal) NAVD 88 AK2087 AK2087 VERT ORDER - FIRST CLASS II AK2087 AK2087.The horizontal coordinates were scaled from a topographic map and have AK2087.an estimated accuracy of +/- 6 seconds. AK2087 AK2087.The orthometric height was determined by differential leveling AK2087.and adjusted by the National Geodetic Survey in May 1994. AK2087 AK2087.The geoid height was determined by GEOID99. AK2087 AK2087.The dynamic height is computed by dividing the NAVD 88 AK2087.geopotential number by the normal gravity value computed on the AK2087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2087.degrees latitude (g = 980.6199 gals.). AK2087 AK2087.The modeled gravity was interpolated from observed gravity values. AK2087 AK2087; North East Units Estimated Accuracy AK2087;SPC FL E - 455,390. 223,180. MT (+/- 180 meters Scaled) AK2087 AK2087 SUPERSEDED SURVEY CONTROL AK2087 AK2087 NGVD 29 - 7.408 (m) 24.30 (f) ADJUSTED 1 2 AK2087 AK2087.Superseded values are not recommended for survey control. AK2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2087.See file dsdata.txt to determine how the superseded data were derived. AK2087 AK2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM231463(NAD 83) AK2087_MARKER: DB = BENCH MARK DISK AK2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK2087_STAMPING: Z 169 RESET 1961 AK2087_MARK LOGO: CGS AK2087_MAGNETIC: N = NO MAGNETIC MATERIAL AK2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK2087+STABILITY: SURFACE MOTION AK2087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK2087+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1993 AK2087 AK2087 HISTORY - Date Condition Report By AK2087 HISTORY - 1961 MONUMENTED CGS AK2087 HISTORY - 1965 GOOD NGS AK2087 HISTORY - 1973 GOOD NGS AK2087 HISTORY - 1984 GOOD USPSQD AK2087 HISTORY - 1984 GOOD USPSQD AK2087 HISTORY - 1988 GOOD USPSQD AK2087 HISTORY - 1989 GOOD USPSQD AK2087 HISTORY - 19900120 GOOD USPSQD AK2087 HISTORY - 19910214 GOOD NGS AK2087 HISTORY - 19930914 GOOD GEOBAS AK2087 HISTORY - 20021024 GOOD FL-009 AK2087 AK2087 STATION DESCRIPTION AK2087 AK2087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AK2087'7.9 MI N FROM COCOA. AK2087'ABOUT 7.1 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY AK2087'FROM THE COCOA-ROCKLEDGE STATION AT COCOA, THENCE 0.5 MILE AK2087'EAST ALONG A BLACK TOP ROAD, THENCE 0.3 MILE SOUTH ALONG U.S. AK2087'HIGHWAY 1, ABOUT 0.15 MILE NORTH OF THE ENTRANCE TO A GOLF AK2087'COURSE, 100 FEET WEST OF THE CENTER LINE OF THE SOUTH-BOUND AK2087'LANE OF THE HIGHWAY, 155 FEET SOUTH OF THE TOP OF A CONCRETE AK2087'BLOCK WALL WHICH PROJECTS 3 FEET AROUND A PARKING LOT, 66 1/2 AK2087'FEET NORTHWEST OF A LARGE POWER LINE POLE, 31 FEET NORTH-NORTHEAST AK2087'OF THE BASE OF 3 GUY WIRES FOR A POWER LINE POLE, 2 1/2 FEET AK2087'SOUTH OF A STEEL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF AK2087'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH AK2087'THE GROUND. IN SECTION 31, R 36 E, R 23 S. AK2087 AK2087 STATION RECOVERY (1973) AK2087 AK2087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AK2087'RECOVERED IN GOOD CONDITION. AK2087 AK2087 STATION RECOVERY (1984) AK2087 AK2087'RECOVERY NOTE BY US POWER SQUADRON 1984 AK2087'RECOVERED IN GOOD CONDITION. AK2087 AK2087 STATION RECOVERY (1984) AK2087 AK2087'RECOVERY NOTE BY US POWER SQUADRON 1984 AK2087'EXCEPT IT HAS A WOOD WITNESS POST. AK2087 AK2087 STATION RECOVERY (1988) AK2087 AK2087'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE) AK2087'RECOVERED IN GOOD CONDITION. AK2087 AK2087 STATION RECOVERY (1989) AK2087 AK2087'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE) AK2087'RECOVERED IN GOOD CONDITION. AK2087 AK2087 STATION RECOVERY (1990) AK2087 AK2087'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE) AK2087'RECOVERED IN GOOD CONDITION. AK2087 AK2087 STATION RECOVERY (1991) AK2087 AK2087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AK2087'10.2 KM (6.3 MI) NORTHERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF AK2087'STATE HIGHWAY 520 (KING STREET) IN COCOA, 0.2 KM (0.1 MI) NORTH OF AK2087'THE ENTRANCE TO THE SAM SNEAD GOLF COURSE, 85.7 M (281.2 FT) SOUTH OF AK2087'THE CENTER OF MELALEUCA ROAD, 48.9 M (160.4 FT) SOUTH-SOUTHWEST OF AK2087'THE EAST END OF A BLOCK WALL, 30.6 M (100.4 FT) WEST OF THE AK2087'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 29.6 M (97.1 FT) AK2087'SOUTHWEST OF UTILITY POLE NUMBER 47548327201 WITH 1 GUY CABLE, 20.1 M AK2087'(65.9 FT) NORTHWEST OF UTILITY POLE NUMBER 9F15 WITH 4 GUY CABLES, AK2087'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) EAST OF AK2087'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. AK2087 AK2087 STATION RECOVERY (1993) AK2087 AK2087'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1993 AK2087'RECOVERED IN GOOD CONDITION. AK2087 AK2087 STATION RECOVERY (2002) AK2087 AK2087'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2002 (SRV) AK2087'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK6974 *********************************************************************** AK6974 DESIGNATION - Z 401 AK6974 PID - AK6974 AK6974 STATE/COUNTY- FL/BREVARD AK6974 USGS QUAD - MELBOURNE EAST (1980) AK6974 AK6974 *CURRENT SURVEY CONTROL AK6974 ___________________________________________________________________ AK6974* NAD 83(1986)- 28 06 42. (N) 080 37 12. (W) SCALED AK6974* NAVD 88 - 7.101 (meters) 23.30 (feet) ADJUSTED AK6974 ___________________________________________________________________ AK6974 GEOID HEIGHT- -28.18 (meters) GEOID99 AK6974 DYNAMIC HT - 7.091 (meters) 23.26 (feet) COMP AK6974 MODELED GRAV- 979,177.7 (mgal) NAVD 88 AK6974 AK6974 VERT ORDER - FIRST CLASS II AK6974 AK6974.The horizontal coordinates were scaled from a topographic map and have AK6974.an estimated accuracy of +/- 6 seconds. AK6974 AK6974.The orthometric height was determined by differential leveling AK6974.and adjusted by the National Geodetic Survey in May 1994. AK6974 AK6974.The geoid height was determined by GEOID99. AK6974 AK6974.The dynamic height is computed by dividing the NAVD 88 AK6974.geopotential number by the normal gravity value computed on the AK6974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK6974.degrees latitude (g = 980.6199 gals.). AK6974 AK6974.The modeled gravity was interpolated from observed gravity values. AK6974 AK6974; North East Units Estimated Accuracy AK6974;SPC FL E - 418,640. 237,340. MT (+/- 180 meters Scaled) AK6974 AK6974 SUPERSEDED SURVEY CONTROL AK6974 AK6974 NGVD 29 - 7.530 (m) 24.70 (f) ADJUSTED 1 2 AK6974 AK6974.Superseded values are not recommended for survey control. AK6974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK6974.See file dsdata.txt to determine how the superseded data were derived. AK6974 AK6974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM373096(NAD 83) AK6974_MARKER: I = METAL ROD AK6974_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK6974_STAMPING: Z 401 1991 AK6974_MARK LOGO: NGS AK6974_PROJECTION: FLUSH AK6974_MAGNETIC: I = MARKER IS A STEEL ROD AK6974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AK6974+STABILITY: POSITION/ELEVATION WELL AK6974_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AK6974+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2002 AK6974_ROD/PIPE-DEPTH: 20.5 meters AK6974 AK6974 HISTORY - Date Condition Report By AK6974 HISTORY - 1991 MONUMENTED NGS AK6974 HISTORY - 20021118 GOOD USPSQD AK6974 AK6974 STATION DESCRIPTION AK6974 AK6974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 AK6974'IN MELBOURNE, AT THE INTERSECTION OF SCHULL AND CIRCLE AVENUES, 5.3 M AK6974'(17.4 FT) SOUTHWEST OF AND LEVEL WITH THE CENTER OF CIRCLE AVENUE, AK6974'2.4 M (7.9 FT) NORTHWEST OF THE EXTENDED CENTER OF SCHULL AVENUE, AND AK6974'1.7 M (5.6 FT) SOUTHEAST OF UTILITY POLE NUMBER 4 8424 5246 0 0. AK6974 AK6974 STATION RECOVERY (2002) AK6974 AK6974'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF) AK6974'MARKER IS 6 FOOT WEST OF CIRCLE AVE CURB.