1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AK2272 *********************************************************************** AK2272 DESIGNATION - ARM AK2272 PID - AK2272 AK2272 STATE/COUNTY- FL/BREVARD AK2272 USGS QUAD - CAPE CANAVERAL (1976) AK2272 AK2272 *CURRENT SURVEY CONTROL AK2272 ___________________________________________________________________ AK2272* NAD 83(1990)- 28 29 41.20111(N) 080 34 46.67343(W) ADJUSTED AK2272* NAVD 88 - 2.514 (meters) 8.25 (feet) ADJUSTED AK2272 ___________________________________________________________________ AK2272 LAPLACE CORR- -0.70 (seconds) DEFLEC99 AK2272 GEOID HEIGHT- -28.16 (meters) GEOID99 AK2272 DYNAMIC HT - 2.511 (meters) 8.24 (feet) COMP AK2272 MODELED GRAV- 979,231.2 (mgal) NAVD 88 AK2272 AK2272 HORZ ORDER - SECOND AK2272 VERT ORDER - FIRST CLASS II AK2272 AK2272.The horizontal coordinates were established by classical geodetic methods AK2272.and adjusted by the National Geodetic Survey in May 1991. AK2272 AK2272.The orthometric height was determined by differential leveling AK2272.and adjusted by the National Geodetic Survey in June 1991. AK2272 AK2272.The Laplace correction was computed from DEFLEC99 derived deflections. AK2272 AK2272.The geoid height was determined by GEOID99. AK2272 AK2272.The dynamic height is computed by dividing the NAVD 88 AK2272.geopotential number by the normal gravity value computed on the AK2272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2272.degrees latitude (g = 980.6199 gals.). AK2272 AK2272.The modeled gravity was interpolated from observed gravity values. AK2272 AK2272; North East Units Scale Converg. AK2272;SPC FL E - 461,110.806 241,155.612 MT 0.99996207 +0 12 02.0 AK2272;UTM 17 - 3,152,085.458 541,141.570 MT 0.99962089 +0 12 02.0 AK2272 AK2272: Primary Azimuth Mark Grid Az AK2272:SPC FL E - PAT 068 09 33.0 AK2272:UTM 17 - PAT 068 09 33.0 AK2272 AK2272|---------------------------------------------------------------------| AK2272| PID Reference Object Distance Geod. Az | AK2272| dddmmss.s | AK2272| AK2209 PAT APPROX. 0.7 KM 0682135.0 | AK2272| AK5424 CENTRAL 338.600 METERS 13529 | AK2272|---------------------------------------------------------------------| AK2272 AK2272 SUPERSEDED SURVEY CONTROL AK2272 AK2272 NAD 83(1986)- 28 29 41.20714(N) 080 34 46.68651(W) AD( ) 2 AK2272 NAD 27 - 28 29 40.20737(N) 080 34 47.50365(W) AD( ) 2 AK2272 NGVD 29 - 2.892 (m) 9.49 (f) ADJ UNCH 1 2 AK2272 AK2272.Superseded values are not recommended for survey control. AK2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2272.See file dsdata.txt to determine how the superseded data were derived. AK2272 AK2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4114252085(NAD 83) AK2272_MARKER: DS = TRIANGULATION STATION DISK AK2272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK2272_STAMPING: ARM 1958 AK2272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AK2272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK2272+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2003 AK2272 AK2272 HISTORY - Date Condition Report By AK2272 HISTORY - 1958 MONUMENTED CGS AK2272 HISTORY - 1958 GOOD CGS AK2272 HISTORY - 1964 GOOD NGS AK2272 HISTORY - 20030328 GOOD NASA AK2272 AK2272 STATION DESCRIPTION AK2272 AK2272'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ALP) AK2272'THE STATION IS LOCATED NEAR THE NORTHEAST CORNER OF THE FENCED AK2272'IN AREA AROUND HANGER N AT THE CAPE CANAVERAL AIR FORCE MISSILE AK2272'TEST CENTER. AK2272' AK2272'THE STATION MARK, A STANDARD DISK STAMPED ARM 1958, IS SET IN AK2272'THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT 5 INCHES AK2272'ABOVE THE SURFACE OF THE GROUND. IT IS 79.0 FEET SOUTH OF AN AK2272'EAST-WEST FENCE LINE, 28.0 FEET WEST OF AN NORTH-SOUTH FENCE AK2272'LINE, 5.0 FEET NORTH OF THE SECOND LIGHT POLE NORTH OF THE AK2272'ENTRANCE GATE, AND 2.0 FEET EAST OF THE EAST EDGE OF THE AK2272'ASPHALT APRON. AK2272' AK2272'THE UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED ARM AK2272'1958 AND IS SET ABOUT 36 INCHES BELOW THE SURFACE OF THE GROUND. AK2272' AK2272'REFERENCE MARK 1, A STANDARD DISK STAMPED ARM NO 1 1958, IS AK2272'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT AK2272'5 INCHES ABOVE THE SURFACE OF THE GROUND. IT IS 27 FEET WEST OF AK2272'AN NORTH-SOUTH FENCE LINE, 3 FEET EAST OF THE EAST EDGE OF THE AK2272'ASPHALT APRON, AND IS BETWEEN THE FIRST AND SECOND LIGHT POLES AK2272'TO THE NORTH OF THE ENTRANCE GATE. AK2272' AK2272'REFERENCE MARK 2, A STANDARD DISK STAMPED ARM NO 2 1958, IS AK2272'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT AK2272'5 INCHES ABOVE THE SURFACE OF THE GROUND. IT IS 32.0 FEET AK2272'SOUTH OF AN EAST-WEST FENCE LINE, AND 3 FEET NORTH OF THE NORTH AK2272'EDGE OF THE ASPHALT APRON. AK2272 AK2272 STATION RECOVERY (1958) AK2272 AK2272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 AK2272'CANAVERAL MISSILE BASE. AK2272'LOCATED NEAR THE NORTHEAST CORNER OF THE FENCED IN AREA AT HANGAR AK2272'N. IT IS 79.0 FEET SOUTH OF AN EAST-WEST FENCE LINE, 28.0 FEET AK2272'WEST OF A NORTH-SOUTH FENCE LINE, 5.0 FEET NORTH OF THE SECOND AK2272'LIGHT POLE NORTH OF THE ENTRANCE GATE AND 2.0 FEET EAST OF THE AK2272'ASPHALT APRON. AK2272 AK2272 STATION RECOVERY (1964) AK2272 AK2272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 AK2272'RECOVERED IN GOOD CONDITION. AK2272 AK2272 STATION RECOVERY (2003) AK2272 AK2272'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2003 AK2272' AK2272' STATION DESCRIPTION AK2272' AK2272'DESCRIBED BY NASA (2003) AK2272'THE STATION IS LOCATED NEAR THE NORTHEAST CORNER OF THE PARKING AK2272'AREA AROUND HANGER N AT THE CAPE CANAVERAL AIR FORCE STATION. AK2272'THE STATION MARK, A STANDARD DISK STAMPED ARM 1958, IS SET IN AK2272'THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT 13CM (0.4FT) AK2272'ABOVE THE SURFACE OF THE GROUND. IT IS 33.25M (109.1FT) WEST OF AK2272' AK2272'THE CENTERLINE OF HANGAR RD, 9.88M (32.4FT) SOUTH OF THE NORTH-EAST AK2272'CORNER OF THE PARKING AREA AND 0.85M (2.8FT) EAST OF AK2272'THE EAST EDGE OF PARKING AREA. AK2272' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AF6250 *********************************************************************** AF6250 DESIGNATION - I95 73 A29 AF6250 PID - AF6250 AF6250 STATE/COUNTY- FL/BREVARD AF6250 USGS QUAD - GRANT (1970) AF6250 AF6250 *CURRENT SURVEY CONTROL AF6250 ___________________________________________________________________ AF6250* NAD 83(1990)- 27 54 39.93497(N) 080 35 54.88554(W) ADJUSTED AF6250* NAVD 88 - 8.351 (meters) 27.40 (feet) ADJUSTED AF6250 ___________________________________________________________________ AF6250 LAPLACE CORR- -1.43 (seconds) DEFLEC99 AF6250 GEOID HEIGHT- -27.88 (meters) GEOID99 AF6250 DYNAMIC HT - 8.338 (meters) 27.36 (feet) COMP AF6250 MODELED GRAV- 979,166.8 (mgal) NAVD 88 AF6250 AF6250 HORZ ORDER - SECOND AF6250 VERT ORDER - SECOND CLASS II AF6250 AF6250.The horizontal coordinates were established by classical geodetic methods AF6250.and adjusted by the National Geodetic Survey in May 1991. AF6250 AF6250.The orthometric height was determined by differential leveling AF6250.and adjusted by the National Geodetic Survey in June 1991. AF6250 AF6250.The Laplace correction was computed from DEFLEC99 derived deflections. AF6250 AF6250.The geoid height was determined by GEOID99. AF6250 AF6250.The dynamic height is computed by dividing the NAVD 88 AF6250.geopotential number by the normal gravity value computed on the AF6250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6250.degrees latitude (g = 980.6199 gals.). AF6250 AF6250.The modeled gravity was interpolated from observed gravity values. AF6250 AF6250; North East Units Scale Converg. AF6250;SPC FL E - 396,421.806 239,514.706 MT 0.99996044 +0 11 16.5 AF6250;UTM 17 - 3,087,418.530 539,501.224 MT 0.99961926 +0 11 16.5 AF6250 AF6250: Primary Azimuth Mark Grid Az AF6250:SPC FL E - I95 73 A28 166 57 46.2 AF6250:UTM 17 - I95 73 A28 166 57 46.2 AF6250 AF6250|---------------------------------------------------------------------| AF6250| PID Reference Object Distance Geod. Az | AF6250| dddmmss.s | AF6250| AF6251 I95 73 A29 RM 1 17.959 METERS 01452 | AF6250| AF6252 I95 73 A29 RM 2 21.213 METERS 14334 | AF6250| AF6257 I95 73 A28 APPROX. 1.5 KM 1670902.7 | AF6250|---------------------------------------------------------------------| AF6250 AF6250 SUPERSEDED SURVEY CONTROL AF6250 AF6250 NAD 83(1986)- 27 54 39.94075(N) 080 35 54.90182(W) AD( ) 2 AF6250 NAD 27 - 27 54 38.86043(N) 080 35 55.69849(W) AD( ) 2 AF6250 NGVD 29 - 8.82 (m) 28.9 (f) LEVELING 3 AF6250 AF6250.Superseded values are not recommended for survey control. AF6250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6250.See file dsdata.txt to determine how the superseded data were derived. AF6250 AF6250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL3950187419(NAD 83) AF6250_MARKER: DD = SURVEY DISK AF6250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6250_STAMPING: I95 73 A29 AF6250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6250+STABILITY: SURFACE MOTION AF6250 AF6250 HISTORY - Date Condition Report By AF6250 HISTORY - 1973 MONUMENTED FLDT AF6250 HISTORY - 1973 GOOD FLDT AF6250 HISTORY - 1986 GOOD USPSQD AF6250 HISTORY - 1989 MARK NOT FOUND USPSQD AF6250 HISTORY - 20030220 MARK NOT FOUND USPSQD AF6250 AF6250 STATION DESCRIPTION AF6250 AF6250'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1973 (CBM) AF6250'STATION IS LOCATED ABOUT 4 1/2 MILES WEST-SOUTHWEST OF GRANT AND AF6250'11 1/2 MILES SOUTH OF MELBOURNE, ON INTERSTATE ROUTE 95 HIGHWAY AF6250'RIGHT-OF-WAY. AF6250' AF6250'TO REACH STATION FROM THE POST OFFICE IN MALABAR, GO WEST ON STATE AF6250'ROUTE 514 FOR 4.0 MILES TO INTERSECTION OF STATE ROUTE 514 AND AF6250'INTERSTATE ROUTE 95. TURN LEFT AND GO SOUTH ON INTERSTATE ROUTE 95 AF6250'FOR 3.45 MILES TO THE VALKARIA ROAD BIRDGE, CONTINUE SOUTH ON AF6250'INTERSTATE ROUTE 95 FOR 2.95 MILES TO STATION ON LEFT, EAST SIDE OF AF6250'NORTHBOUND LANE, AS DESCRIBED. AF6250' AF6250'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS AF6250'DISK, STAMPED I95 73 A29, SET IN THE TOP OF A ROUND CONCRETE MONUMENT AF6250'THAT IS 10 INCHES BELOW THE GROUND. IT IS 4.7 FEET WEST OF A METAL AF6250'WITNESS POST AND 27.0 FEET EAST OF CENTER OF NORTHBOUND LANE OF AF6250'INTERSTATE ROUTE 95. AF6250' AF6250'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF AF6250'TRANSPORTATION BRASS DISK, STAMPED I95 73 A29 RM NO 1, SET IN THE TOP AF6250'OF A ROUND CONCRETE MONUMENT THAT IS 4 INCHES BELOW THE GROUND. IT IS AF6250'4.1 FEET WEST OF METAL WITNESS POST AND 54.5 FEET EAST OF CENTER OF AF6250'NORTHBOUND LANE OF INTERSTATE ROUTE 95. AF6250' AF6250'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF AF6250'TRANSPORTATION BRASS DISK, STAMPED I95 73 A29 RM NO 2, SET IN THE TOP AF6250'OF A ROUND CONCRETE MONUMENT THAT IS 4 INCHES BELOW THE GROUND. IT IS AF6250'4.4 FEET WEST OF A METAL WITNESS POST AND 55.3 FEET EAST OF CENTER OF AF6250'NORTHBOUND LANE OF INTERSTATE ROUTE 95. AF6250' AF6250'DISTANCE BETWEEN REFERENCE MARK NUMBER 1 AND REFERENCE MARK NUMBER 2 AF6250'IS 35.322 METERS, OR 115.89 FEET. AF6250 AF6250 STATION RECOVERY (1973) AF6250 AF6250'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1973 AF6250'10.6 MI SW FROM MALABAR. AF6250'FROM THE INTERSECTION OF U.S. ROUTE 1 AND STATE ROUTE 514 IN AF6250'MALABAR, PROCEED WEST ON STATE ROUTE 514 FOR ABOUT 4.2 MILES TO AF6250'INTERSTATE ROUTE 95 THEN SOUTH ON INTERSTATE ROUTE 95 FOR ABOUT AF6250'6.4 MILES AND STATION MARK, WHICH IS SET IN THE TOP OF A ROUND AF6250'CONCRETE MONUMENT THAT IS 10 INCHES BELOW THE GROUND. IT IS AF6250'ON THE EAST SIDE OF INTERSTATE ROUTE 95, 4.7 FEET WEST OF A AF6250'METAL WITNESS POST, AND 27.0 FEET EAST OF CENTERLINE OF INTERSTATE AF6250'ROUTE 95 NORTHBOUND LANE. SECTION 35, T29S, R27E. AF6250 AF6250 STATION RECOVERY (1986) AF6250 AF6250'RECOVERY NOTE BY US POWER SQUADRON 1986 (MCB) AF6250'RECOVERED IN GOOD CONDITION. AF6250 AF6250 STATION RECOVERY (1989) AF6250 AF6250'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG) AF6250'MARK NOT FOUND. AF6250 AF6250 STATION RECOVERY (2003) AF6250 AF6250'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCK) AF6250'MARK NOT FOUND.