1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AK2837 *********************************************************************** AK2837 DESIGNATION - AP 37 AK2837 PID - AK2837 AK2837 STATE/COUNTY- FL/OSCEOLA AK2837 USGS QUAD - DEER PARK NW (1970) AK2837 AK2837 *CURRENT SURVEY CONTROL AK2837 ___________________________________________________________________ AK2837* NAD 83(1999)- 28 07 33.23342(N) 080 58 26.20178(W) ADJUSTED AK2837* NAVD 88 - 18.406 (meters) 60.39 (feet) ADJUSTED AK2837 ___________________________________________________________________ AK2837 X - 883,120.952 (meters) COMP AK2837 Y - -5,559,442.621 (meters) COMP AK2837 Z - 2,988,812.513 (meters) COMP AK2837 LAPLACE CORR- -0.84 (seconds) DEFLEC99 AK2837 ELLIP HEIGHT- -9.60 (meters) GPS OBS AK2837 GEOID HEIGHT- -28.05 (meters) GEOID99 AK2837 DYNAMIC HT - 18.379 (meters) 60.30 (feet) COMP AK2837 MODELED GRAV- 979,156.5 (mgal) NAVD 88 AK2837 AK2837 HORZ ORDER - FIRST AK2837 VERT ORDER - SECOND CLASS I AK2837 ELLP ORDER - FOURTH CLASS I AK2837 AK2837.The horizontal coordinates were established by classical geodetic methods AK2837.and adjusted by the National Geodetic Survey in June 2002. AK2837 AK2837.The orthometric height was determined by differential leveling AK2837.and adjusted by the National Geodetic Survey in March 2002. AK2837 AK2837.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK2837 AK2837.The Laplace correction was computed from DEFLEC99 derived deflections. AK2837 AK2837.The ellipsoidal height was determined by GPS observations AK2837.and is referenced to NAD 83. AK2837 AK2837.The geoid height was determined by GEOID99. AK2837 AK2837.The dynamic height is computed by dividing the NAVD 88 AK2837.geopotential number by the normal gravity value computed on the AK2837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2837.degrees latitude (g = 980.6199 gals.). AK2837 AK2837.The modeled gravity was interpolated from observed gravity values. AK2837 AK2837; North East Units Scale Converg. AK2837;SPC FL E - 420,160.534 202,559.689 MT 0.99994126 +0 00 44.2 AK2837;UTM 17 - 3,111,149.158 502,558.816 MT 0.99960008 +0 00 44.2 AK2837 AK2837: Primary Azimuth Mark Grid Az AK2837:SPC FL E - AP 37 AZ MK 278 35 12.0 AK2837:UTM 17 - AP 37 AZ MK 278 35 12.0 AK2837 AK2837|---------------------------------------------------------------------| AK2837| PID Reference Object Distance Geod. Az | AK2837| dddmmss.s | AK2837| DE3861 AP 37 RM 1 40.703 METERS 13450 | AK2837| DE3862 AP 37 RM 2 44.306 METERS 25459 | AK2837| AK6734 HOLOPAW ATT TOWER APPROX.10.0 KM 2763053.4 | AK2837| AK2836 AP 37 AZ MK 2783556.2 | AK2837|---------------------------------------------------------------------| AK2837 AK2837 SUPERSEDED SURVEY CONTROL AK2837 AK2837 NAD 83(1990)- 28 07 33.23254(N) 080 58 26.20121(W) AD( ) 1 AK2837 NAD 83(1990)- 28 07 33.23254(N) 080 58 26.20121(W) AD( ) 1 AK2837 ELLIP HT - -9.65 (m) GP( ) 4 1 AK2837 NAD 83(1990)- 28 07 33.22924(N) 080 58 26.19436(W) AD( ) 1 AK2837 NAD 83(1986)- 28 07 33.23527(N) 080 58 26.20877(W) AD( ) 1 AK2837 NAD 27 - 28 07 32.17900(N) 080 58 26.98500(W) AD( ) 1 AK2837 NGVD 29 - 18.542 (m) 60.83 (f) ADJ UNCH 2 0 AK2837 AK2837.Superseded values are not recommended for survey control. AK2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2837.See file dsdata.txt to determine how the superseded data were derived. AK2837 AK2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM0255911149(NAD 83) AK2837_MARKER: DB = BENCH MARK DISK AK2837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK2837_STAMPING: AP 37 1936 AK2837_MARK LOGO: CGS AK2837_PROJECTION: PROJECTING 20 CENTIMETERS AK2837_MAGNETIC: N = NO MAGNETIC MATERIAL AK2837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK2837+STABILITY: SURFACE MOTION AK2837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK2837+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2002 AK2837 AK2837 HISTORY - Date Condition Report By AK2837 HISTORY - 1934 MONUMENTED FLGS AK2837 HISTORY - 1936 GOOD CGS AK2837 HISTORY - 1956 GOOD NGS AK2837 HISTORY - 1956 GOOD CGS AK2837 HISTORY - 1989 GOOD USPSQD AK2837 HISTORY - 19930920 GOOD GEOBAS AK2837 HISTORY - 20000811 GOOD FLDEP AK2837 HISTORY - 20021025 GOOD FL-009 AK2837 AK2837 STATION DESCRIPTION AK2837 AK2837'DESCRIBED BY FLORIDA GEODETIC SURVEY 1934 AK2837'STATION IS A CONCRETE MONUMENT WITH STANDARD BRASS CAP SET AK2837'IN TOP PROJECTING 3 INCHES ABOVE GROUND, LOCATED 7.0 MILES E AK2837'ALONG STATE ROAD 24 FROM FLORIDA EAST COAST RAILROAD CROSSING AK2837'AT HOLOPAW, 22.8 FEET N OF N EDGE OF STATE ROAD 24, 2000 FEET AK2837'E OF POINT OF TANGENCY OF CURVE ON STATE ROAD 24. AK2837 AK2837 STATION RECOVERY (1936) AK2837 AK2837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (RLP) AK2837'STATION IS A TRAVERSE MONUMENT ESTABLISHED BY THE STATE AK2837'SURVEY. IT IS 6.2 MILES E OF THE JUNCTION OF U.S. HIGHWAY 192 AK2837'AND STATE ROUTE 29 IN HOLOPAW, 7.3 MILES W OF THE OSCEOLA-BREVARD AK2837'COUNTY LINE, ABOUT 0.18 MILE W OF A CONCRETE CULVERT, AND 34 FEET AK2837'N OF THE CENTER LINE OF U.S. HIGHWAY 192, IN THE RIGHT-OF-WAY AK2837'FENCE LINE. AK2837' AK2837'STATION MARK IS A STANDARD BRONZE DISK USED BY THE STATE SURVEY AK2837'WHICH IS SET IN A 6-INCH SQUARE CONCRETE POST. MARK WAS AK2837'REINFORCED WITH CONCRETE TO FORM A 14-INCH SQUARE POST. THERE AK2837'IS NO UNDERGROUND MARK. IT WAS STAMPED USC AND GS 1936. AK2837' AK2837'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN AK2837'CONCRETE. AK2837' AK2837'REFERENCE MARK NO. 1 IS SE OF THE STATION, 35 FEET S OF THE AK2837'CENTER LINE OF THE ROAD, AND 1 FOOT S OF FENCE LINE. AK2837' AK2837'REFERENCE MARK NO. 2 IS SW OF THE STATION, 35 FEET S OF THE AK2837'CENTER LINE OF THE ROAD, AND 2 FEET S OF FENCE LINE. AK2837' AK2837'AZIMUTH MARK IS W OF THE STATION, 33 FEET S OF THE CENTER AK2837'LINE OF THE ROAD, AND 1 FOOT N OF FENCE LINE. AK2837' AK2837'SURFACE, REFERENCE AND AZIMUTH MARKS PROJECT 4 INCHES. AK2837' AK2837'AP-38 (SS) IS E OF THE STATION, 32 FEET N OF THE CENTER LINE AK2837'OF THE ROAD, AND 2 FEET S OF FENCE LINE. AK2837' AK2837'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 192 AND STATE ROUTE AK2837'29 IN HOLOPAW, GO E ON U.S. HIGHWAY 192 FOR 6.2 MILES TO THE AK2837'STATION ON LEFT SIDE OF ROAD. AK2837' AK2837'ALL LIGHTS COME INTO VIEW AT 85 FEET. AK2837' AK2837'HEIGHT OF LIGHT ABOVE STATION MARK 34.7 METERS. AK2837 AK2837 STATION RECOVERY (1956) AK2837 AK2837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956 AK2837'6.2 MI E FROM HOLOPAW. AK2837'6.15 MILES EAST ALONG U.S. HIGHWAY 192 FROM THE JUNCTION OF U.S. AK2837'HIGHWAYS 441 AND 192 AT HOLOPAW, 33 FEET NORTH OF THE APPROXIMATE AK2837'CENTER OF U.S. HIGHWAY 192. SET IN A 12 X 12 INCH CONCRETE AK2837'POST WHICH PROJECTS 2 INCHES. AK2837 AK2837 STATION RECOVERY (1956) AK2837 AK2837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HDN) AK2837'STATION WAS RECOVERED AS DESCRIBED BY R.L.P. IN 1936 AND THE AK2837'STATION, REFERENCE AND AZIMUTH MARKS WERE FOUND TO BE IN GOOD AK2837'CONDITION. A SEARCH WAS MADE FOR AP 38 BUT IT WAS NOT FOUND. THE AK2837'DIRECTIONS TO THE REFERENCE MARKS AND THE AZIMUTH MARK WERE AK2837'CHECKED AND FOUND TO BE CORRECT. THE DISTANCES TO THE REFERENCE AK2837'MARKS DID NOT CHECK. A COMPLETE NEW DESCRIPTION FOLLOWS-- AK2837' AK2837'STATION IS LOCATED ABOUT 7-1/4 MI. W OF THE OSCEOLA-BREVARD AK2837'COUNTY LINE AND 6-3/4 MI. E OF THE JUNCTION OF U.S. HIGHWAYS 441 AK2837'AND 192. IT IS A FLORIDA STATE TRAVERSE STATION. THE MARK IS AK2837'33 FT. N OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 192 AND AK2837'IN THE RIGHT-OF-WAY FENCE LINE. THERE IS NO UNDERGROUND AK2837'MARK AT THIS STATION. THE MARK PROJECTS ABOUT 3 IN. AND THE AK2837'DISK IS A STANDARD BRONZE STATE-TRAVERSE DISK, STAMPED AP 37 FLA AK2837'GEOD S 1936. AK2837' AK2837'REFERENCE MARK 1 IS 37 FT. S OF THE APPROXIMATE CENTERLINE AK2837'OF THE HIGHWAY AND 2 FT. S OF THE RIGHT-OF-WAY FENCE LINE. THE AK2837'MARK PROJECTS ABOUT 2 IN. AND THE DISK IS STAMPED AP 37 NO 1 AK2837'1936. AK2837' AK2837'REFERENCE MARK 2 IS 36 FT. S OF THE APPROXIMATE CENTERLINE AK2837'OF THE HIGHWAY AND 2.5 FT. S OF THE RIGHT-OF-WAY FENCE LINE. THE AK2837'MARK PROJECTS ABOUT 2 IN. AND THE DISK IS STAMPED AP 37 NO 2 AK2837'1936. AK2837' AK2837'AZIMUTH MARK IS 34 FT. S OF THE APPROXIMATE CENTERLINE OF AK2837'U.S. HIGHWAY 192 AND 1 FT. N OF THE RIGHT-OF-WAY FENCE LINE. THE AK2837'MARK PROJECTS ABOUT 1 IN. AND THE DISK IS STAMPED AP 37 1936 AK2837' AK2837'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 441 AK2837'AND 192 IN HOLOPAW, GO E ON U.S. HIGHWAY 192 FOR 6.7 MI. TO AK2837'THE STATION ON THE N SIDE OF THE HIGHWAY AS DESCRIBED. AK2837' AK2837'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON U.S. HIGHWAY AK2837'192 FOR 0.15 MI. TO THE MARK ON THE S SIDE OF THE HIGHWAY AS AK2837'DESCRIBED. AK2837' AK2837'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. AK2837 AK2837 STATION RECOVERY (1989) AK2837 AK2837'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE) AK2837'RECOVERED IN GOOD CONDITION. AK2837 AK2837 STATION RECOVERY (1993) AK2837 AK2837'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1993 AK2837'THE STATION IS LOCATED 22 MI (35.40 KM) WEST-NORTHWEST OF MELBOURNE AK2837'AND 22 MI (35.40 KM) SOUTHWEST OF COCOA IN THE RIGHT OF WAY OF U.S. AK2837'HIGHWAY 192. AK2837'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND U.S. AK2837'HIGHWAY 192, GO WEST ON U.S. HIGHWAY 192, 12.5 MI (20.12 KM) TO DEER AK2837'PARK, CONTINUE WEST ON U.S. HIGHWAY 192, 5.1 MI (8.21 KM) TO THE AK2837'STATION ON THE RIGHT. AK2837'THE STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY DISK AK2837'STAMPED ---AP 37 USCGS 1936--- SET IN A 12 INCH SQUARE CONCRETE AK2837'MONUMENT THAT IS 8 INCHES ABOVE THE GROUND. IT IS 34.0 FT (10.36 M) AK2837'NORTH-NORTHEAST OF U.S. HIGHWAY 192 AT A BARB WIRE FENCE. AK2837 AK2837 STATION RECOVERY (2000) AK2837 AK2837'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (PBM) AK2837'THE MARK IS ABOUT 23.0 MI (37.0 KM) WEST OF MELBOURNE, 6.5 MI (10.5 AK2837'KM) EAST OF HOLOPAW, IN SECTION 24, TOWNSHIP 27 SOUTH, RANGE 34 EAST. AK2837'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 192 (BRONSON AK2837'HIGHWAY) AND COUNTY ROAD 419 (DEER PARK ROAD) 0.7 MI (1.1 KM) NORTH OF AK2837'DEER PARK, GO WEST ON U.S. HIGHWAY 192 (BRONSON HIGHWAY) FOR 5.05 MI AK2837'(8.13 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A SQUARE AK2837'CONCRETE MONUMENT PROJECTING 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE AK2837'GROUND AND ABOVE THE LEVEL OF U.S. HIGHWAY 192. THE MARK CAN ALSO BE AK2837'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 441 (HOLOPAW ROAD) AND U.S. AK2837'HIGHWAY 192 (EAST BRONSON HIGHWAY, COUNTY ROAD 500) IN HOLOPAW, GO AK2837'EAST ON U.S. HIGHWAY 192 (EAST BRONSON HIGHWAY, COUNTY ROAD 500) FOR AK2837'6.5 MI (10.5 KM) TO THE MARK ON THE LEFT. LOCATED 145.5 FT (44.3 M) AK2837'NORTHEAST OF AP 37 RM 2 1936, 34.0 FT (10.4 M) NORTH OF THE CENTERLINE AK2837'OF U.S. HIGHWAY 192, 2.5 FT (0.8 M) WEST OF A 3-INCH FABRIC-OPTIC AK2837'CABLE WITNESS POST, 2.0 FT (0.6 M) EAST OF A CARSONITE WITNESS POST, AK2837'0.7 FT (21.3 CM) WEST OF A WOODEN POST AND 0.5 FT (15.2 CM) SOUTH OF AK2837'BARBWIRE FENCE. AK2837 AK2837 STATION RECOVERY (2002) AK2837 AK2837'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2002 (SRV) AK2837'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AJ7652 *********************************************************************** AJ7652 DESIGNATION - T 496 AJ7652 PID - AJ7652 AJ7652 STATE/COUNTY- FL/OSCEOLA AJ7652 USGS QUAD - DEER PARK (1980) AJ7652 AJ7652 *CURRENT SURVEY CONTROL AJ7652 ___________________________________________________________________ AJ7652* NAD 83(1986)- 28 06 03. (N) 080 53 53. (W) SCALED AJ7652* NAVD 88 - 14.602 (meters) 47.91 (feet) ADJUSTED AJ7652 ___________________________________________________________________ AJ7652 GEOID HEIGHT- -28.05 (meters) GEOID99 AJ7652 DYNAMIC HT - 14.581 (meters) 47.84 (feet) COMP AJ7652 MODELED GRAV- 979,156.8 (mgal) NAVD 88 AJ7652 AJ7652 VERT ORDER - SECOND CLASS I AJ7652 AJ7652.The horizontal coordinates were scaled from a topographic map and have AJ7652.an estimated accuracy of +/- 6 seconds. AJ7652 AJ7652.The orthometric height was determined by differential leveling AJ7652.and adjusted by the National Geodetic Survey in March 2002. AJ7652 AJ7652.The geoid height was determined by GEOID99. AJ7652 AJ7652.The dynamic height is computed by dividing the NAVD 88 AJ7652.geopotential number by the normal gravity value computed on the AJ7652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ7652.degrees latitude (g = 980.6199 gals.). AJ7652 AJ7652.The modeled gravity was interpolated from observed gravity values. AJ7652 AJ7652; North East Units Estimated Accuracy AJ7652;SPC FL E - 417,390. 210,020. MT (+/- 180 meters Scaled) AJ7652 AJ7652 SUPERSEDED SURVEY CONTROL AJ7652 AJ7652.No superseded survey control is available for this station. AJ7652 AJ7652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM100083(NAD 83) AJ7652_MARKER: DD = SURVEY DISK AJ7652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ7652_STAMPING: T 496 2000 AJ7652_MARK LOGO: FLDEP AJ7652_MAGNETIC: N = NO MAGNETIC MATERIAL AJ7652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ7652+STABILITY: SURFACE MOTION AJ7652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ7652+SATELLITE: SATELLITE OBSERVATIONS - 2000 AJ7652 AJ7652 HISTORY - Date Condition Report By AJ7652 HISTORY - 2000 MONUMENTED FLDEP AJ7652 HISTORY - 20021018 GOOD FL-009 AJ7652 AJ7652 STATION DESCRIPTION AJ7652 AJ7652'DESCRIBED BY FL DEPT OF ENV PRO 2000 (PBM) AJ7652'THE MARK IS ABOUT 18.5 MI (29.8 KM) WEST OF MELBOURNE, 12.2 MI (19.6 AJ7652'KM) EAST OF HOLOPAW, 0.7 MI (1.1 KM) NORTH OF DEER PARK IN SECTION 27, AJ7652'TOWNSHIP 27 SOUTH, RANGE 34 EAST. THE MARK IS AT THE INTERSECTION OF AJ7652'U.S. HIGHWAY 192 (BRONSON HIGHWAY) AND COUNTY ROAD 419 (DEER PARK AJ7652'ROAD, KEMPTER ROAD) 0.7 MI (1.1 KM) NORTH OF DEER PARK, SET IN THE TOP AJ7652'OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH U.S. AJ7652'HIGHWAY 192. LOCATED 45.0 FT (13.7 M) EAST OF THE APPROXIMATE AJ7652'CENTERLINE OF COUNTY ROAD 419, 42.5 FT (13.0 M) SOUTH OF THE AJ7652'CENTERLINE OF U.S. HIGHWAY 192, 8.8 FT (2.7 M) SOUTH OF POWER POLE AJ7652'NUMBER FPCB225242 AND 1.4 FT (0.4 M) WEST OF THE NORTHWEST CORNER OF A AJ7652'BARBWIRE FENCE AND 0.6 FT (18.3 CM) WEST OF A CARSONITE WITNESS POST. AJ7652 AJ7652 STATION RECOVERY (2002) AJ7652 AJ7652'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2002 (SRV) AJ7652'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AE6215 *********************************************************************** AE6215 DESIGNATION - W 434 AE6215 PID - AE6215 AE6215 STATE/COUNTY- FL/OSCEOLA AE6215 USGS QUAD - KENANSVILLE SE (1972) AE6215 AE6215 *CURRENT SURVEY CONTROL AE6215 ___________________________________________________________________ AE6215* NAD 83(1986)- 27 51 06. (N) 080 52 00. (W) SCALED AE6215* NAVD 88 - 14.660 (meters) 48.10 (feet) ADJUSTED AE6215 ___________________________________________________________________ AE6215 GEOID HEIGHT- -27.35 (meters) GEOID99 AE6215 DYNAMIC HT - 14.638 (meters) 48.02 (feet) COMP AE6215 MODELED GRAV- 979,161.6 (mgal) NAVD 88 AE6215 AE6215 VERT ORDER - SECOND CLASS I AE6215 AE6215.The horizontal coordinates were scaled from a topographic map and have AE6215.an estimated accuracy of +/- 6 seconds. AE6215 AE6215.The orthometric height was determined by differential leveling AE6215.and adjusted by the National Geodetic Survey in February 1998. AE6215 AE6215.The geoid height was determined by GEOID99. AE6215 AE6215.The dynamic height is computed by dividing the NAVD 88 AE6215.geopotential number by the normal gravity value computed on the AE6215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE6215.degrees latitude (g = 980.6199 gals.). AE6215 AE6215.The modeled gravity was interpolated from observed gravity values. AE6215 AE6215; North East Units Estimated Accuracy AE6215;SPC FL E - 389,780. 213,130. MT (+/- 180 meters Scaled) AE6215 AE6215 SUPERSEDED SURVEY CONTROL AE6215 AE6215.No superseded survey control is available for this station. AE6215 AE6215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL131807(NAD 83) AE6215_MARKER: DV = VERTICAL CONTROL DISK AE6215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE6215_STAMPING: W 434 1995 AE6215_MARK LOGO: NGS AE6215_MAGNETIC: N = NO MAGNETIC MATERIAL AE6215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE6215+STABILITY: SURFACE MOTION AE6215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE6215+SATELLITE: SATELLITE OBSERVATIONS - 1995 AE6215 AE6215 HISTORY - Date Condition Report By AE6215 HISTORY - 1995 MONUMENTED FLDEP AE6215 HISTORY - 20021017 GOOD FL-009 AE6215 AE6215 STATION DESCRIPTION AE6215 AE6215'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM) AE6215'THE MARK IS ABOUT 8.0 MI (12.9 KM) SOUTHEAST OF KENANSVILLE IN SECTION AE6215'19, TOWNSHIP 30 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE POST AE6215'OFFICE IN KENANSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 441, STATE ROAD 15 AE6215'FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD 523 ON THE RIGHT, AE6215'CONTINUE SOUTHEAST ON U.S. HIGHWAY 441, STATE ROAD 15 FOR 0.4 MI (0.6 AE6215'KM) TO THE JUNCTION OF FELLSMERE ROAD ON THE LEFT, TURN LEFT ON AE6215'FELLSMERE ROAD AND GO EAST-SOUTHEAST FOR 4.05 MI (6.52 KM) TO A AE6215'Y-JUNCTION OF FELLSMERE ROAD ON THE RIGHT AND SIX MILE ROAD ON THE AE6215'LEFT, BEAR LEFT ON SIX MILE ROAD AND GO EAST-NORTHEAST FOR 3.6 MI (5.8 AE6215'KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE AE6215'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD. LOCATED 161.0 AE6215'FT (49.1 M) WEST-NORTHWEST OF THE ENTRANCE TO THE FAR REACH RANCH, AE6215'32.7 FT (10.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE SAND ROAD, AE6215'2.0 FT (0.6 M) NORTHWEST OF A METAL GATE AND 1.2 FT (0.4 M) SOUTH OF A AE6215'CARSONITE WITNESS POST. AE6215 AE6215 STATION RECOVERY (2002) AE6215 AE6215'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2002 (SRV) AE6215'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AJ7469 *********************************************************************** AJ7469 DESIGNATION - Y 459 AJ7469 PID - AJ7469 AJ7469 STATE/COUNTY- FL/OSCEOLA AJ7469 USGS QUAD - DEER PARK (1980) AJ7469 AJ7469 *CURRENT SURVEY CONTROL AJ7469 ___________________________________________________________________ AJ7469* NAD 83(1986)- 28 05 30. (N) 080 52 41. (W) SCALED AJ7469* NAVD 88 - 8.558 (meters) 28.08 (feet) ADJUSTED AJ7469 ___________________________________________________________________ AJ7469 GEOID HEIGHT- -28.05 (meters) GEOID99 AJ7469 DYNAMIC HT - 8.545 (meters) 28.03 (feet) COMP AJ7469 MODELED GRAV- 979,158.1 (mgal) NAVD 88 AJ7469 AJ7469 VERT ORDER - SECOND CLASS I AJ7469 AJ7469.The horizontal coordinates were scaled from a topographic map and have AJ7469.an estimated accuracy of +/- 6 seconds. AJ7469 AJ7469.The orthometric height was determined by differential leveling AJ7469.and adjusted by the National Geodetic Survey in March 2002. AJ7469 AJ7469.The geoid height was determined by GEOID99. AJ7469 AJ7469.The dynamic height is computed by dividing the NAVD 88 AJ7469.geopotential number by the normal gravity value computed on the AJ7469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ7469.degrees latitude (g = 980.6199 gals.). AJ7469 AJ7469.The modeled gravity was interpolated from observed gravity values. AJ7469 AJ7469; North East Units Estimated Accuracy AJ7469;SPC FL E - 416,370. 211,980. MT (+/- 180 meters Scaled) AJ7469 AJ7469 SUPERSEDED SURVEY CONTROL AJ7469 AJ7469.No superseded survey control is available for this station. AJ7469 AJ7469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM119073(NAD 83) AJ7469_MARKER: DD = SURVEY DISK AJ7469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ7469_STAMPING: Y 459 1997 AJ7469_MARK LOGO: FLDEP AJ7469_MAGNETIC: N = NO MAGNETIC MATERIAL AJ7469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ7469+STABILITY: SURFACE MOTION AJ7469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AJ7469+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2000 AJ7469 AJ7469 HISTORY - Date Condition Report By AJ7469 HISTORY - 1997 MONUMENTED FLDEP AJ7469 HISTORY - 20000811 GOOD FLDEP AJ7469 HISTORY - 20021018 GOOD FL-009 AJ7469 AJ7469 STATION DESCRIPTION AJ7469 AJ7469'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ) AJ7469'THE MARK IS ABOUT 15.7 MI (25.3 KM) WEST OF MELBOURNE IN SECTION 36, AJ7469'TOWNSHIP 27 SOUTH, RANGE 34 EAST. TO REACH THE MARK FROM THE AJ7469'INTERSECTION OF U.S. HIGHWAY 192 AND COUNTY ROAD 419 0.7 MI (1.1 KM) AJ7469'NORTH OF DEER PARK, GO EAST ON U.S. HIGHWAY 192 FOR 1.4 MI (2.3 KM) TO AJ7469'AN OVERHEAD HIGH TENSION POWER LINE AND THE MARK ON THE RIGHT, SET IN AJ7469'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT AJ7469'2.0 FT (0.6 M) BELOW THE LEVEL OF U.S. HIGHWAY 192. LOCATED 104.2 FT AJ7469'(31.8 M) SOUTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 192, 9.7 AJ7469'FT (3.0 M) EAST OF THE APPROXIMATE CENTERLINE OF A DIM TRACK ROAD AND AJ7469'1.3 FT (0.4 M) NORTH OF A CARSONITE WITNESS POST. AJ7469 AJ7469 STATION RECOVERY (2000) AJ7469 AJ7469'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (PBM) AJ7469'RECOVERED AS DESCRIBED. AJ7469 AJ7469 STATION RECOVERY (2002) AJ7469 AJ7469'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2002 (SRV) AJ7469'RECOVERED IN GOOD CONDITION.