1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AE6286 *********************************************************************** AE6286 DESIGNATION - 1113 20 AE6286 PID - AE6286 AE6286 STATE/COUNTY- FL/BREVARD AE6286 USGS QUAD - FELLSMERE SW (1970) AE6286 AE6286 *CURRENT SURVEY CONTROL AE6286 ___________________________________________________________________ AE6286* NAD 83(1986)- 27 49 23. (N) 080 44 24. (W) SCALED AE6286* NAVD 88 - 9.150 (meters) 30.02 (feet) ADJUSTED AE6286 ___________________________________________________________________ AE6286 GEOID HEIGHT- -27.50 (meters) GEOID03 AE6286 DYNAMIC HT - 9.137 (meters) 29.98 (feet) COMP AE6286 MODELED GRAV- 979,156.1 (mgal) NAVD 88 AE6286 AE6286 VERT ORDER - SECOND CLASS I AE6286 AE6286.The horizontal coordinates were scaled from a topographic map and have AE6286.an estimated accuracy of +/- 6 seconds. AE6286 AE6286.The orthometric height was determined by differential leveling AE6286.and adjusted by the National Geodetic Survey in February 1998. AE6286 AE6286.The geoid height was determined by GEOID03. AE6286 AE6286.The dynamic height is computed by dividing the NAVD 88 AE6286.geopotential number by the normal gravity value computed on the AE6286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE6286.degrees latitude (g = 980.6199 gals.). AE6286 AE6286.The modeled gravity was interpolated from observed gravity values. AE6286 AE6286; North East Units Estimated Accuracy AE6286;SPC FL E - 386,630. 225,610. MT (+/- 180 meters Scaled) AE6286 AE6286 SUPERSEDED SURVEY CONTROL AE6286 AE6286.No superseded survey control is available for this station. AE6286 AE6286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL256776(NAD 83) AE6286_MARKER: DD = SURVEY DISK AE6286_SETTING: 31 = STEP AE6286_STAMPING: BM 1113-20 AE6286_MARK LOGO: SJRWMD AE6286_MAGNETIC: N = NO MAGNETIC MATERIAL AE6286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE6286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE6286+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005 AE6286 AE6286 HISTORY - Date Condition Report By AE6286 HISTORY - 1994 MONUMENTED SJRWMD AE6286 HISTORY - 19950915 GOOD FLDEP AE6286 HISTORY - 20050120 GOOD FL-009 AE6286 AE6286 STATION DESCRIPTION AE6286 AE6286'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM) AE6286'THE MARK IS ABOUT 16.0 MI (25.7 KM) SOUTHEAST OF KENANSVILLE IN AE6286'SECTION 32, TOWNSHIP 31 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM AE6286'THE POST OFFICE IN KENANSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 441, AE6286'STATE ROAD 15 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD 523 AE6286'ON THE RIGHT, CONTINUE SOUTHEAST ON U.S. HIGHWAY 441, STATE ROAD 15 AE6286'FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF FELLSMERE ROAD ON THE LEFT, AE6286'TURN LEFT ON FELLSMERE ROAD AND GO EAST-SOUTHEAST FOR 4.05 MI (6.52 AE6286'KM) TO A Y-JUNCTION OF FELLSMERE ROAD ON THE RIGHT AND SIX MILE ROAD AE6286'ON THE LEFT, BEAR RIGHT ON FELLSMERE ROAD AND CONTINUE EAST-SOUTHEAST AE6286'FOR 7.6 MI (12.2 KM) TO A LOCKED GATE TO THE ENTRANCE TO LEVEE 74, AE6286'PASS THROUGH THE GATE AND CONTINUE EAST ON LEVEE 74 FOR 4.4 MI (7.1 AE6286'KM) TO THE MARK ON THE LEFT, AN SJRWMD ALUMINUM DISK SET ON THE TOP OF AE6286'A CONCRETE STEP OF THE RECORDING BUILDING OF S96C. LOCATED 43.0 FT AE6286'(13.1 M) NORTHEAST OF THE CENTER OF THE WEST GATE TO S96C, 32.7 FT AE6286'(10.0 M) NORTHWEST OF THE CENTER OF THE EAST GATE TO S96C, 11.6 FT AE6286'(3.5 M) SOUTHWEST OF THE SOUTHEAST CORNER OF THE RECORDIING BUILDING, AE6286'9.5 FT (2.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD AE6286'AND 2.5 FT (0.8 M) SOUTHEAST OF THE SOUTHWEST CORNER OF THE RECORDING AE6286'BUILDING. NOTE FOR KEY CONTACT TOMMY WALTERS, ST. JOHN WATER AE6286'MANAGEMENT DISTICT, PALATKA, FL. PHONE NUMBER (904) 329-4277. AE6286 AE6286 STATION RECOVERY (2005) AE6286 AE6286'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2005 (SRV) AE6286'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AK1141 *********************************************************************** AK1141 DESIGNATION - 39 A 1 CAMERA AK1141 PID - AK1141 AK1141 STATE/COUNTY- FL/BREVARD AK1141 USGS QUAD - FALSE CAPE (1984) AK1141 AK1141 *CURRENT SURVEY CONTROL AK1141 ___________________________________________________________________ AK1141* NAD 83(1986)- 28 36 38. (N) 080 36 03. (W) SCALED AK1141* NAVD 88 - 4.911 (meters) 16.11 (feet) ADJUSTED AK1141 ___________________________________________________________________ AK1141 GEOID HEIGHT- -28.23 (meters) GEOID03 AK1141 DYNAMIC HT - 4.904 (meters) 16.09 (feet) COMP AK1141 MODELED GRAV- 979,240.3 (mgal) NAVD 88 AK1141 AK1141 VERT ORDER - FIRST CLASS II AK1141 AK1141.The horizontal coordinates were scaled from a topographic map and have AK1141.an estimated accuracy of +/- 6 seconds. AK1141 AK1141.The orthometric height was determined by differential leveling AK1141.and adjusted by the National Geodetic Survey in June 1991. AK1141 AK1141.The geoid height was determined by GEOID03. AK1141 AK1141.The dynamic height is computed by dividing the NAVD 88 AK1141.geopotential number by the normal gravity value computed on the AK1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK1141.degrees latitude (g = 980.6199 gals.). AK1141 AK1141.The modeled gravity was interpolated from observed gravity values. AK1141 AK1141; North East Units Estimated Accuracy AK1141;SPC FL E - 473,940. 239,040. MT (+/- 180 meters Scaled) AK1141 AK1141 SUPERSEDED SURVEY CONTROL AK1141 AK1141 NGVD 29 (??/??/92) 5.29 (m) 17.4 (f) COMPUTED 1 2 AK1141 AK1141.Superseded values are not recommended for survey control. AK1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK1141.See file dsdata.txt to determine how the superseded data were derived. AK1141 AK1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM390649(NAD 83) AK1141_MARKER: DS = TRIANGULATION STATION DISK AK1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK1141_STAMPING: 39 A-1 1966 AK1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK1141+STABILITY: SURFACE MOTION AK1141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK1141+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005 AK1141 AK1141 HISTORY - Date Condition Report By AK1141 HISTORY - 1966 MONUMENTED CGS AK1141 HISTORY - 1967 GOOD NGS AK1141 HISTORY - 19980410 MARK NOT FOUND USPSQD AK1141 HISTORY - 20050208 GOOD NASA AK1141 AK1141 STATION DESCRIPTION AK1141 AK1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 AK1141'AT KENNEDY SPACE CENTER. AK1141'FROM ENTRANCE AND GUARD GATE AT COMPLEX 39 A, FOLLOW PERIMETER AK1141'ROAD WESTERLY AROUND COMPLEX FOR 1.05 MILES TO ROAD LEADING TO AK1141'TOP OF CAMERA PAD, FOLLOW ROAD FOR 0.05 MILE TO TOP OF CAMERA PAD AK1141'AND MARK AS DESCRIBED. SET IN 10 X 10 INCH CONCRETE POST, AK1141'PROJECTING 3 INCHES AND IS 10 FEET SOUTHWEST OF A CONCRETE POST AK1141'AND 9 FEET WEST OF THE WEST EDGE OF THE DRIVE. AK1141 AK1141 STATION RECOVERY (1998) AK1141 AK1141'RECOVERY NOTE BY US POWER SQUADRON 1998 AK1141'MARK NOT FOUND. AK1141 AK1141 STATION RECOVERY (2005) AK1141 AK1141'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2005 AK1141'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AF7746 *********************************************************************** AF7746 DESIGNATION - BREVARD GPS 1051 AF7746 PID - AF7746 AF7746 STATE/COUNTY- FL/BREVARD AF7746 USGS QUAD - KENANSVILLE SE (1972) AF7746 AF7746 *CURRENT SURVEY CONTROL AF7746 ___________________________________________________________________ AF7746* NAD 83(1999)- 27 49 19.28500(N) 080 52 05.89358(W) ADJUSTED AF7746* NAVD 88 - 16.0 (meters) 52. (feet) GPS OBS AF7746 ___________________________________________________________________ AF7746 X - 895,876.497 (meters) COMP AF7746 Y - -5,573,399.040 (meters) COMP AF7746 Z - 2,959,071.227 (meters) COMP AF7746 LAPLACE CORR- -2.50 (seconds) DEFLEC99 AF7746 ELLIP HEIGHT- -11.42 (meters) (06/11/02) GPS OBS AF7746 GEOID HEIGHT- -27.23 (meters) GEOID03 AF7746 AF7746 HORZ ORDER - FIRST AF7746 ELLP ORDER - FOURTH CLASS I AF7746 AF7746.The horizontal coordinates were established by GPS observations AF7746.and adjusted by the National Geodetic Survey in June 2002. AF7746 AF7746.The orthometric height was determined by GPS observations and a AF7746.high-resolution geoid model. AF7746 AF7746.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7746 AF7746.The Laplace correction was computed from DEFLEC99 derived deflections. AF7746 AF7746.The ellipsoidal height was determined by GPS observations AF7746.and is referenced to NAD 83. AF7746 AF7746.The geoid height was determined by GEOID03. AF7746 AF7746; North East Units Scale Factor Converg. AF7746;SPC FL E - 386,494.115 212,974.351 MT 0.99994325 +0 03 41.3 AF7746;UTM 17 - 3,077,494.226 512,969.924 MT 0.99960208 +0 03 41.3 AF7746 AF7746! - Elev Factor x Scale Factor = Combined Factor AF7746!SPC FL E - 1.00000179 x 0.99994325 = 0.99994504 AF7746!UTM 17 - 1.00000179 x 0.99960208 = 0.99960387 AF7746 AF7746: Primary Azimuth Mark Grid Az AF7746:SPC FL E - BREVARD GPS 1052 089 26 40.5 AF7746:UTM 17 - BREVARD GPS 1052 089 26 40.5 AF7746 AF7746|---------------------------------------------------------------------| AF7746| PID Reference Object Distance Geod. Az | AF7746| dddmmss.s | AF7746| AF7747 BREVARD GPS 1052 APPROX. 0.8 KM 0893021.8 | AF7746|---------------------------------------------------------------------| AF7746 AF7746 SUPERSEDED SURVEY CONTROL AF7746 AF7746 NAD 83(1990)- 27 49 19.28407(N) 080 52 05.89334(W) AD( ) 1 AF7746 NAD 83(1990)- 27 49 19.28407(N) 080 52 05.89334(W) AD( ) 1 AF7746 ELLIP H (09/12/94) -11.33 (m) GP( ) 4 1 AF7746 AF7746.Superseded values are not recommended for survey control. AF7746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7746.See file dsdata.txt to determine how the superseded data were derived. AF7746 AF7746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL1297077494(NAD 83) AF7746_MARKER: I = METAL ROD AF7746_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AF7746_STAMPING: GPS 1051 1993 AF7746_MARK LOGO: FL-009 AF7746_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AF7746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7746+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005 AF7746 AF7746 HISTORY - Date Condition Report By AF7746 HISTORY - 1993 MONUMENTED GEOBAS AF7746 HISTORY - 20050120 GOOD FL-009 AF7746 AF7746 STATION DESCRIPTION AF7746 AF7746'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993 AF7746'THE STATION IS LOCATED 23 MI (37.01 KM) SOUTHWEST OF MELBOURNE AND 22 AF7746'MI (35.40 KM) WEST-SOUTHWEST OF GRANT NEAR THE BREVARD-OSCEOLA-INDIAN AF7746'RIVER COUNTY LINE. FOR ACCESS CONTACT JAMES HOPPER - (407)7249094. AF7746'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND U.S. AF7746'HIGHWAY 192, GO WEST ON U.S. HIGHWAY 192, 10.0 MI (16.09 KM) TO THE AF7746'BREVARD-OSCEOLA COUNTY LINE, CONTINUE WEST ON U.S. HIGHWAY 192, 13.9 AF7746'MI (22.37 KM) TO U.S HIGHWAY 441 ON THE LEFT IN HOLOPAW, TURN LEFT AF7746'AND GO SOUTH ON U.S. HIGHWAY 441, 19.9 MI (32.03 KM) TO COUNTY ROAD AF7746'523, CONTINUE SOUTH ON U.S. HIGHWAY 441, 0.4 MI (0.64 KM) TO AF7746'FELLSMERE ROAD, TURN LEFT AND GO EAST ON FELLSMERE ROAD, 8.4 MI AF7746'(13.52 KM) TO THE STATION ON THE RIGHT. AF7746'THE STATION IS AN ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND TO REFUSAL AF7746'WITH A BREVARD COUNTY LOGO CAP STAMPED ---GPS 1051 1993--- THAT IS AF7746'FLUSH WITH THE GROUND AND THE STATION IS RECESSED 6 INCHES BELOW THE AF7746'GROUND. IT IS 6.5 FT (1.98 M) NORTH OF A HOG WIRE FENCE. NOTE THE AF7746'HORIZONTAL CONTROL POINT IS A PUNCH MARK ON THE ALUMINUM ALLOY ROD AF7746'THAT IS ACCESSED THROUGH A 5-1/2 INCH ACCESS COVER. AF7746'REFERENCES-- AF7746'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST FACE OF A AF7746'12 INCH PINE TREE ON A MAGNETIC AZIMUTH OF 180 DEGREES AT 94.68 FT AF7746'(28.86 M). AF7746'IRON ROD AND ---REF. PT. LB 3639--- CAP SET 1 FT (0.30 M) NORTH OF A AF7746'HOG WIRE FENCE ON A MAGNETIC AZIMUTH OF 270 DEGREES AT 126.57 FT AF7746'(38.58 M). AF7746'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE NORTHWEST FACE OF A AF7746'PALM TREE ON A MAGNETIC AZIMUTH OF 315 DEGREES AT 130.76 FT (39.86 M) AF7746'. AF7746 AF7746 STATION RECOVERY (2005) AF7746 AF7746'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2005 (SRV) AF7746'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AF7747 *********************************************************************** AF7747 DESIGNATION - BREVARD GPS 1052 AF7747 PID - AF7747 AF7747 STATE/COUNTY- FL/BREVARD AF7747 USGS QUAD - KENANSVILLE SE (1972) AF7747 AF7747 *CURRENT SURVEY CONTROL AF7747 ___________________________________________________________________ AF7747* NAD 83(1999)- 27 49 19.50847(N) 080 51 36.62546(W) ADJUSTED AF7747* NAVD 88 - 15.3 (meters) 50. (feet) GPS OBS AF7747 ___________________________________________________________________ AF7747 X - 896,666.741 (meters) COMP AF7747 Y - -5,573,268.204 (meters) COMP AF7747 Z - 2,959,077.049 (meters) COMP AF7747 LAPLACE CORR- -2.51 (seconds) DEFLEC99 AF7747 ELLIP HEIGHT- -11.98 (meters) (06/19/01) GPS OBS AF7747 GEOID HEIGHT- -27.24 (meters) GEOID03 AF7747 AF7747 HORZ ORDER - FIRST AF7747 ELLP ORDER - FOURTH CLASS I AF7747 AF7747.The horizontal coordinates were established by GPS observations AF7747.and adjusted by the National Geodetic Survey in June 2001. AF7747 AF7747.The orthometric height was determined by GPS observations and a AF7747.high-resolution geoid model. AF7747 AF7747.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7747 AF7747.The Laplace correction was computed from DEFLEC99 derived deflections. AF7747 AF7747.The ellipsoidal height was determined by GPS observations AF7747.and is referenced to NAD 83. AF7747 AF7747.The geoid height was determined by GEOID03. AF7747 AF7747; North East Units Scale Factor Converg. AF7747;SPC FL E - 386,501.879 213,775.293 MT 0.99994352 +0 03 54.9 AF7747;UTM 17 - 3,077,501.988 513,770.593 MT 0.99960234 +0 03 54.9 AF7747 AF7747! - Elev Factor x Scale Factor = Combined Factor AF7747!SPC FL E - 1.00000188 x 0.99994352 = 0.99994540 AF7747!UTM 17 - 1.00000188 x 0.99960234 = 0.99960422 AF7747 AF7747: Primary Azimuth Mark Grid Az AF7747:SPC FL E - BREVARD GPS 1051 269 26 40.6 AF7747:UTM 17 - BREVARD GPS 1051 269 26 40.6 AF7747 AF7747|---------------------------------------------------------------------| AF7747| PID Reference Object Distance Geod. Az | AF7747| dddmmss.s | AF7747| AF7746 BREVARD GPS 1051 APPROX. 0.8 KM 2693035.5 | AF7747|---------------------------------------------------------------------| AF7747 AF7747 SUPERSEDED SURVEY CONTROL AF7747 AF7747 NAD 83(1990)- 27 49 19.50751(N) 080 51 36.62533(W) AD( ) 1 AF7747 NAD 83(1990)- 27 49 19.50751(N) 080 51 36.62533(W) AD( ) 1 AF7747 ELLIP H (09/12/94) -11.88 (m) GP( ) 4 1 AF7747 AF7747.Superseded values are not recommended for survey control. AF7747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7747.See file dsdata.txt to determine how the superseded data were derived. AF7747 AF7747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL1377177502(NAD 83) AF7747_MARKER: I = METAL ROD AF7747_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AF7747_STAMPING: GPS 1052 1993 AF7747_MARK LOGO: FL-009 AF7747_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AF7747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7747+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005 AF7747 AF7747 HISTORY - Date Condition Report By AF7747 HISTORY - 1993 MONUMENTED GEOBAS AF7747 HISTORY - 19940930 GOOD GCYI AF7747 HISTORY - 20050120 GOOD FL-009 AF7747 AF7747 STATION DESCRIPTION AF7747 AF7747'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993 AF7747'THE STATION IS LOCATED 23 MI (37.01 KM) SOUTHWEST OF MELBOURNE AND 22 AF7747'MI (35.40 KM) WEST-SOUTHWEST OF GRANT NEAR THE BREVARD-OSCEOLA-INDIAN AF7747'RIVER COUNTY LINE. FOR ACCESS CONTACT JAMES HOPPER - (407)7249094. AF7747'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND U.S. AF7747'HIGHWAY 192, GO WEST ON U.S. HIGHWAY 192, 10.0 MI (16.09 KM) TO THE AF7747'BREVARD-OSCEOLA COUNTY LINE, CONTINUE WEST ON U.S. HIGHWAY 192, 13.9 AF7747'MI (22.37 KM) TO U.S HIGHWAY 441 ON THE LEFT IN HOLOPAW, TURN LEFT AF7747'AND GO SOUTH ON U.S. HIGHWAY 441, 19.9 MI (32.03 KM) TO COUNTY ROAD AF7747'523, CONTINUE SOUTH ON U.S. HIGHWAY 441, 0.4 MI (0.64 KM) TO AF7747'FELLSMERE ROAD, TURN LEFT AND GO EAST ON FELLSMERE ROAD, 8.9 MI AF7747'(14.32 KM) TO THE STATION ON THE RIGHT. AF7747'THE STATION IS AN ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND TO REFUSAL AF7747'WITH A BREVARD COUNTY LOGO CAP STAMPED ---GPS 1052 1993--- THAT IS AF7747'FLUSH WITH THE GROUND AND THE STATION IS RECESSED 6 INCHES BELOW THE AF7747'GROUND. IT IS 21.5 FT (6.55 M) NORTH OF A HOG WIRE FENCE. NOTE THE AF7747'HORIZONTAL CONTROL POINT IS A PUNCH MARK ON THE ALUMINUM ALLOY ROD AF7747'THAT IS ACCESSED THROUGH A 5-1/2 INCH ACCESS COVER. AF7747'REFERENCES-- AF7747'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE NORTHEAST FACE OF A AF7747'POWER POLE ON A MAGNETIC AZIMUTH OF 108 DEGREES AT 87.11 FT (26.55 M) AF7747'. AF7747'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE MAIN GATE POST TO A AF7747'RANCH ON A MAGNETIC AZIMUTH OF 265 DEGREES AT 93.96 FT (28.64 M). AF7747'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE NORTHWEST FACE OF A AF7747'20 INCH PINE TREE ON A MAGNETIC AZIMUTH OF 350 DEGREES AT 77.31 FT AF7747'(23.56 M). AF7747 AF7747 STATION RECOVERY (1994) AF7747 AF7747'RECOVERY NOTE BY G.C.Y., INCORPORATED 1994 (MRL) AF7747'RECOVERED AS DESCRIBED. AF7747 AF7747 STATION RECOVERY (2005) AF7747 AF7747'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2005 (SRV) AF7747'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 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) GEOID03 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 GEOID03. 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 - January 20, 2005 AE6234 AE6234 HISTORY - Date Condition Report By AE6234 HISTORY - 1995 MONUMENTED FLSRD AE6234 HISTORY - 19951129 GOOD FLDEP AE6234 HISTORY - 20021017 GOOD FL-009 AE6234 HISTORY - 20050120 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. AE6234 AE6234 STATION RECOVERY (2005) AE6234 AE6234'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2005 (SRV) AE6234'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AK1171 *********************************************************************** AK1171 DESIGNATION - MURPHY AZ AK1171 PID - AK1171 AK1171 STATE/COUNTY- FL/BREVARD AK1171 USGS QUAD - FALSE CAPE (1984) AK1171 AK1171 *CURRENT SURVEY CONTROL AK1171 ___________________________________________________________________ AK1171* NAD 83(1990)- 28 36 06.96399(N) 080 36 17.20381(W) ADJUSTED AK1171* NAVD 88 - 1.311 (meters) 4.30 (feet) ADJUSTED AK1171 ___________________________________________________________________ AK1171 LAPLACE CORR- -1.01 (seconds) DEFLEC99 AK1171 GEOID HEIGHT- -28.23 (meters) GEOID03 AK1171 DYNAMIC HT - 1.309 (meters) 4.29 (feet) COMP AK1171 MODELED GRAV- 979,239.5 (mgal) NAVD 88 AK1171 AK1171 HORZ ORDER - SECOND AK1171 VERT ORDER - FIRST CLASS II AK1171 AK1171.The horizontal coordinates were established by classical geodetic methods AK1171.and adjusted by the National Geodetic Survey in May 1991. AK1171 AK1171.The orthometric height was determined by differential leveling AK1171.and adjusted by the National Geodetic Survey in June 1991. AK1171 AK1171.The Laplace correction was computed from DEFLEC99 derived deflections. AK1171 AK1171.The geoid height was determined by GEOID03. AK1171 AK1171.The dynamic height is computed by dividing the NAVD 88 AK1171.geopotential number by the normal gravity value computed on the AK1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK1171.degrees latitude (g = 980.6199 gals.). AK1171 AK1171.The modeled gravity was interpolated from observed gravity values. AK1171 AK1171; North East Units Scale Factor Converg. AK1171;SPC FL E - 472,977.864 238,654.427 MT 0.99995961 +0 11 21.1 AK1171;UTM 17 - 3,163,948.467 538,641.238 MT 0.99961843 +0 11 21.1 AK1171 AK1171! - Elev Factor x Scale Factor = Combined Factor AK1171!SPC FL E - 1.00000423 x 0.99995961 = 0.99996384 AK1171!UTM 17 - 1.00000423 x 0.99961843 = 0.99962266 AK1171 AK1171: Primary Azimuth Mark Grid Az AK1171:SPC FL E - MURPHY RM 1 007 33 38.3 AK1171:UTM 17 - MURPHY RM 1 007 33 38.3 AK1171 AK1171|---------------------------------------------------------------------| AK1171| PID Reference Object Distance Geod. Az | AK1171| dddmmss.s | AK1171| AK1168 MURPHY RM 1 428.547 METERS 0074459.4 | AK1171| AK1167 MURPHY 469.332 METERS 0074459.6 | AK1171| AK1166 RAMP A 345.822 METERS 01126 | AK1171| AK5285 39 A 3 434.866 METERS 0354514.0 | AK1171| AK1165 SWAY CAMERA 39A4 366.095 METERS 34134 | AK1171|---------------------------------------------------------------------| AK1171 AK1171 SUPERSEDED SURVEY CONTROL AK1171 AK1171 NAD 83(1986)- 28 36 06.97042(N) 080 36 17.21661(W) AD( ) 2 AK1171 NAD 27 - 28 36 05.98900(N) 080 36 18.04160(W) AD( ) 2 AK1171 NGVD 29 (??/??/92) 1.695 (m) 5.56 (f) ADJ UNCH 1 2 AK1171 AK1171.Superseded values are not recommended for survey control. AK1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK1171.See file dsdata.txt to determine how the superseded data were derived. AK1171 AK1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3864163948(NAD 83) AK1171_MARKER: DZ = AZIMUTH MARK DISK AK1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK1171_STAMPING: MURPHY 1966 AK1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK1171+STABILITY: SURFACE MOTION AK1171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AK1171+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005 AK1171 AK1171 HISTORY - Date Condition Report By AK1171 HISTORY - 1966 MONUMENTED CGS AK1171 HISTORY - 1967 GOOD NGS AK1171 HISTORY - 19980414 MARK NOT FOUND USPSQD AK1171 HISTORY - 20050208 GOOD NASA AK1171 AK1171 STATION DESCRIPTION AK1171 AK1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DWC) AK1171'FROM ENTRANCE AND GUARD GATE AT COMPLEX 39 A, GO SOUTH ON AK1171'BLACKTOPPED ROAD FOR 0.25 MILES TO MARK ON THE LEFT AS DESCRIBED. AK1171' AK1171'SET IN THE TOP OF A 10 X 10 INCH CONCRETE POST PROJECTING 2 AK1171'INCHES AND IT IS STAMPED MURPHY 1966. IT IS 39 FEET SOUTHEAST AK1171'OF THE APPROXIMATE CENTER OF THE ROAD AND 12 FEET NORTHEAST OF AK1171'A SMALL DRAIN. AK1171' AK1171'HEIGHT OF LIGHT ABOVE STATION MARK 8 METERS. AK1171 AK1171 STATION RECOVERY (1967) AK1171 AK1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 AK1171'AT KENNEDY SPACE CENTER. AK1171'FROM ENTRANCE AND GUARD GATE AT COMPLEX 39 A, GO SOUTH ON AK1171'BLACKTOPPED ROAD FOR 0.25 MILES TO MARK ON THE LEFT AS DESCRIBED. AK1171'SET IN THE TOP OF A 10 X 10 INCH CONCRETE POST PROJECTING 2 INCHES. AK1171'IT IS 39 FEET SOUTHEAST OF THE APRPOXIMATE CENTER OF THE ROAD AND AK1171'12 FEET NORTHEAST OF A SMALL DRAIN. AK1171 AK1171 STATION RECOVERY (1998) AK1171 AK1171'RECOVERY NOTE BY US POWER SQUADRON 1998 AK1171'MARK NOT FOUND. AK1171 AK1171 STATION RECOVERY (2005) AK1171 AK1171'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2005 AK1171'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AE6226 *********************************************************************** AE6226 DESIGNATION - P 48 RM 1 AE6226 PID - AE6226 AE6226 STATE/COUNTY- FL/BREVARD AE6226 USGS QUAD - FELLSMERE SW (1970) AE6226 AE6226 *CURRENT SURVEY CONTROL AE6226 ___________________________________________________________________ AE6226* NAD 83(1986)- 27 49 23. (N) 080 44 24. (W) SCALED AE6226* NAVD 88 - 8.884 (meters) 29.15 (feet) ADJUSTED AE6226 ___________________________________________________________________ AE6226 GEOID HEIGHT- -27.50 (meters) GEOID03 AE6226 DYNAMIC HT - 8.871 (meters) 29.10 (feet) COMP AE6226 MODELED GRAV- 979,156.1 (mgal) NAVD 88 AE6226 AE6226 VERT ORDER - SECOND CLASS I AE6226 AE6226.The horizontal coordinates were scaled from a topographic map and have AE6226.an estimated accuracy of +/- 6 seconds. AE6226 AE6226.The orthometric height was determined by differential leveling AE6226.and adjusted by the National Geodetic Survey in February 1998. AE6226 AE6226.The geoid height was determined by GEOID03. AE6226 AE6226.The dynamic height is computed by dividing the NAVD 88 AE6226.geopotential number by the normal gravity value computed on the AE6226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE6226.degrees latitude (g = 980.6199 gals.). AE6226 AE6226.The modeled gravity was interpolated from observed gravity values. AE6226 AE6226; North East Units Estimated Accuracy AE6226;SPC FL E - 386,630. 225,610. MT (+/- 180 meters Scaled) AE6226 AE6226 SUPERSEDED SURVEY CONTROL AE6226 AE6226.No superseded survey control is available for this station. AE6226 AE6226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL256776(NAD 83) AE6226_MARKER: DD = SURVEY DISK AE6226_SETTING: 37 = RETAINING WALL AE6226_STAMPING: RM1FB93153P48 AE6226_MARK LOGO: SJRWMD AE6226_MAGNETIC: N = NO MAGNETIC MATERIAL AE6226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE6226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE6226+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005 AE6226 AE6226 HISTORY - Date Condition Report By AE6226 HISTORY - 1994 MONUMENTED SJRWMD AE6226 HISTORY - 19950915 GOOD FLDEP AE6226 HISTORY - 20050120 GOOD FL-009 AE6226 AE6226 STATION DESCRIPTION AE6226 AE6226'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM) AE6226'THE MARK IS ABOUT 14.4 MI (23.2 KM) SOUTHEAST OF KENANSVILLE IN AE6226'SECTION 32, TOWNSHIP 30 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM AE6226'THE POST OFFICE IN KENANSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 441, AE6226'STATE ROAD 15 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD 523 AE6226'ON THE RIGHT, CONTINUE SOUTHEAST ON U.S. HIGHWAY 441, STATE ROAD 15 AE6226'FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF FELLSMERE ROAD ON THE LEFT, AE6226'TURN LEFT ON FELLSMERE ROAD AND GO EAST-SOUTHEAST FOR 4.05 MI (6.52 AE6226'KM) TO A Y-JUNCTION OF FELLSMERE ROAD ON THE RIGHT AND SIX MILE ROAD AE6226'ON THE LEFT, BEAR RIGHT ON FELLSMERE ROAD AND CONTINUE EAST-SOUTHEAST AE6226'FOR 7.6 MI (12.2 KM) TO A LOCKED GATE TO THE ENTRANCE TO LEVEE 74, AE6226'PASS THROUGH THE GATE AND CONTINUE EAST ON LEVEE 74 FOR 4.4 MI (7.1 AE6226'KM) TO THE DOUBLE LOCKED GATE TO STRUCTURE S-96C AND THE MARK ON THE AE6226'LEFT, A SJRWMD ALUMINUM DISK SET ON THE TOP OF THE STRUCTURE RETAINING AE6226'WALL. LOCATED 15.0 FT (4.6 M) NORTH OF THE APPROXIMATE CENTERLINE OF AE6226'THE LEVEE ROAD, 4.4 FT (1.3 M) NORTHEAST OF THE EAST END OF A 29.0 FT AE6226'(8.8 M) LONG GUARDRAIL AND 0.9 FT (27.4 CM) WEST OF THE WEST CHAIN AE6226'LINK FENCE AROUND STRUCTURE 96C. NOTE FOR KEY CONTACT TOMMY WALTERS, AE6226'ST. JOHN WATER MANAGEMENT DISTICT, PALATKA, FL. PHONE NUMBER (904) AE6226'329-4277. AE6226 AE6226 STATION RECOVERY (2005) AE6226 AE6226'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2005 (SRV) AE6226'RECOVERED IN GOOD CONDITION.