1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AF6778 *********************************************************************** AF6778 DESIGNATION - COON RM 4 AF6778 PID - AF6778 AF6778 STATE/COUNTY- FL/OSCEOLA AF6778 USGS QUAD - LAKE MARIAN SE (1972) AF6778 AF6778 *CURRENT SURVEY CONTROL AF6778 ___________________________________________________________________ AF6778* NAD 83(1986)- 27 45 12. (N) 081 04 29. (W) SCALED AF6778* NAVD 88 - 21.14 (meters) 69.4 (feet) RESET AF6778 ___________________________________________________________________ AF6778 GEOID HEIGHT- -26.67 (meters) GEOID99 AF6778 AF6778 VERT ORDER - THIRD AF6778 AF6778.The horizontal coordinates were scaled from a topographic map and have AF6778.an estimated accuracy of +/- 6 seconds. AF6778 AF6778.The orthometric height was computed from unverified reset data. AF6778.No vertical observational check was made to the station. AF6778 AF6778.The geoid height was determined by GEOID99. AF6778 AF6778; North East Units Estimated Accuracy AF6778;SPC FL E - 378,880. 192,630. MT (+/- 180 meters Scaled) AF6778 AF6778 SUPERSEDED SURVEY CONTROL AF6778 AF6778 NGVD 29 - 21.50 (m) 70.5 (f) RESET 3 AF6778 AF6778.Superseded values are not recommended for survey control. AF6778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6778.See file dsdata.txt to determine how the superseded data were derived. AF6778 AF6778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML926698(NAD 83) AF6778_MARKER: DR = REFERENCE MARK DISK AF6778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6778_STAMPING: COON 1936 NO 4 1979 AF6778_PROJECTION: FLUSH AF6778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6778+STABILITY: SURFACE MOTION AF6778 AF6778 HISTORY - Date Condition Report By AF6778 HISTORY - 1979 MONUMENTED NGS AF6778 AF6778 STATION DESCRIPTION AF6778 AF6778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 AF6778'10.95 MI WEST FROM YEEHAW. AF6778'10.95 MILES WEST ALONG STATE HIGHWAY 60 FROM ITS JUNCTION WITH AF6778'U.S. HIGHWAY 441 IN YEEHAW JUNCTION, 0.1 MILE NORTHWEST OF A AF6778'SHELL ROAD TO THE SOUTHWEST, 66.5 FEET NORTHWEST OF POWERLINE AF6778'POLE NO 17-294, 54.0 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY AF6778'60, 50.0 FEET SOUTH OF WEST CORNER OF THE CAMERA PAD, AND 3.5 AF6778'FEET NORTHEAST OF A BARB WIRE FENCE. AF6778'THE MARK IS 3.5 FT NE FROM A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AF6096 *********************************************************************** AF6096 DESIGNATION - JACKSON RM 3 AF6096 PID - AF6096 AF6096 STATE/COUNTY- FL/OSCEOLA AF6096 USGS QUAD - LAKE MARIAN NW (1972) AF6096 AF6096 *CURRENT SURVEY CONTROL AF6096 ___________________________________________________________________ AF6096* NAD 83(1986)- 27 56 24. (N) 081 07 50. (W) SCALED AF6096* NAVD 88 - 20.90 (meters) 68.6 (feet) RESET AF6096 ___________________________________________________________________ AF6096 GEOID HEIGHT- -27.44 (meters) GEOID99 AF6096 AF6096 VERT ORDER - THIRD AF6096 AF6096.The horizontal coordinates were scaled from a topographic map and have AF6096.an estimated accuracy of +/- 6 seconds. AF6096 AF6096.The orthometric height was computed from unverified reset data. AF6096 AF6096.The geoid height was determined by GEOID99. AF6096 AF6096; North East Units Estimated Accuracy AF6096;SPC FL E - 399,570. 187,150. MT (+/- 180 meters Scaled) AF6096 AF6096 SUPERSEDED SURVEY CONTROL AF6096 AF6096 NGVD 29 - 21.27 (m) 69.8 (f) RESET 3 AF6096 AF6096.Superseded values are not recommended for survey control. AF6096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6096.See file dsdata.txt to determine how the superseded data were derived. AF6096 AF6096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML871905(NAD 83) AF6096_MARKER: DS = TRIANGULATION STATION DISK AF6096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6096_STAMPING: JACKSON NO 3 1965 AF6096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6096+STABILITY: SURFACE MOTION AF6096 AF6096 HISTORY - Date Condition Report By AF6096 HISTORY - 1965 MONUMENTED CGS AF6096 HISTORY - 19960410 GOOD USPSQD AF6096 AF6096 STATION DESCRIPTION AF6096 AF6096'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 AF6096'10.3 MI WNW FROM KENANSVILLE. AF6096'10.3 MILES W AND NORTHWESTERLY ALONG NO. S 523 FLORIDA HWY. FROM AF6096'ITS T-JUNCTION WITH NO. 441 U.S. HWY. AT KENANSVILLE OR 4.0 AF6096'MILES NORTHWESTERLY ALONG UNPAVED PORTION OF THE HWY. FROM THE AF6096'WESTERLY END OF THE PRESENT PAVEMENT, ACROSS THE HWY. FROM THE AF6096'75- OR 100-FOOT HIGH CREOSOTED POLE ANTENNA SUPPORT AT NO. 72 AF6096'U.S. AIR FORCE MISSILE TRACKING ANNEX, 21 FEET SE OF THE PROJECTED AF6096'SE EDGE OF A 12- BY 16-FOOT SIZED AND SE ONE OF TWO CONCRETE FLOOR AF6096'SLAB APPURTENANCES OF THE SAID ANNEX, 49 FEET SW OF PROPOSED AF6096'CENTER LINE OF THE HWY. UNDER CONSTRUCTION, 1.7 FEET ESE OF STEEL AF6096'WITNESS POST, AND ONE FOOT NE OF BARBED WIRE FENCE ON SW AF6096'RIGHT-OF-WAY LINE, A STANDARD DISK IN CONCRETE POST THAT IS FLUSH AF6096'WITH THE GROUND SURFACE. AF6096 AF6096 STATION RECOVERY (1996) AF6096 AF6096'RECOVERY NOTE BY US POWER SQUADRON 1996 AF6096'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AK2007 *********************************************************************** AK2007 DESIGNATION - K 59 RESET 1965 AK2007 PID - AK2007 AK2007 STATE/COUNTY- FL/OSCEOLA AK2007 USGS QUAD - ST CLOUD NORTH (1987) AK2007 AK2007 *CURRENT SURVEY CONTROL AK2007 ___________________________________________________________________ AK2007* NAD 83(1986)- 28 17 44. (N) 081 22 03. (W) SCALED AK2007* NAVD 88 - 20.44 (meters) 67.1 (feet) RESET AK2007 ___________________________________________________________________ AK2007 GEOID HEIGHT- -27.85 (meters) GEOID99 AK2007 AK2007 VERT ORDER - THIRD AK2007 AK2007.The horizontal coordinates were scaled from a topographic map and have AK2007.an estimated accuracy of +/- 6 seconds. AK2007 AK2007.The orthometric height was computed from unverified reset data. AK2007 AK2007.The geoid height was determined by GEOID99. AK2007 AK2007; North East Units Estimated Accuracy AK2007;SPC FL E - 439,020. 163,950. MT (+/- 180 meters Scaled) AK2007 AK2007 SUPERSEDED SURVEY CONTROL AK2007 AK2007 NGVD 29 - 20.72 (m) 68.0 (f) RESET 3 AK2007 AK2007.Superseded values are not recommended for survey control. AK2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2007.See file dsdata.txt to determine how the superseded data were derived. AK2007 AK2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM639299(NAD 83) AK2007_MARKER: DB = BENCH MARK DISK AK2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK2007_STAMPING: K 59 RESET 1965 AK2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK2007+STABILITY: SURFACE MOTION AK2007 AK2007 HISTORY - Date Condition Report By AK2007 HISTORY - 1965 MONUMENTED CGS AK2007 HISTORY - 19990219 MARK NOT FOUND USPSQD AK2007 AK2007 STATION DESCRIPTION AK2007 AK2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 AK2007'2.2 MI E FROM KISSIMMEE. AK2007'2.2 MILES EASTERLY ALONG NO. 441 U.S. HWY. FROM ITS JUNCTION WITH AK2007'NO. 17 U.S. HWY. (CORNER OF MAIN AND VINE STREETS) IN KISSIMMEE, AK2007'ABOUT 200 YARDS NW OF MOST SOUTHWESTERLY CORNER OF THE FAIRGROUNDS AK2007'STADIUM SEATS, 72.3 FEET SE OF NO. 10-A (NOT IDENTIFIED ON THE AK2007'MARK) BENCH MARK OF THE STATE ROAD DEPARTMENT WHICH MARK IS A AK2007'4-INCH SQUARE CONCRETE POST 0.381 FEET LOWER THAN THE SUBJECT AK2007'MARK, 61 FEET NE OF CENTER LINE OF PRESENT 24-FOOT ASPHALT AK2007'PAVEMENT (TO BE THE NE PAIR OF LANES OF DUAL HWY.), 0.5 FOOT LOWER AK2007'THAN SAME, 36.3 FEET NW OF GATEPOST OF A DOUBLE GATE, 1.1 FEET AK2007'NE OF NE RIGHT-OF-WAY LINE OF THE 180-FOOT RIGHT-OF-WAY, 4.3 FEET AK2007'SW OF A WIRE FENCE, 3.8 FEET SW OF STEEL WITNESS POST, AND FLUSH AK2007'WITH THE GROUND. AK2007 AK2007 STATION RECOVERY (1999) AK2007 AK2007'RECOVERY NOTE BY US POWER SQUADRON 1999 AK2007'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AF6785 *********************************************************************** AF6785 DESIGNATION - LOKOSEE RM 5 AF6785 PID - AF6785 AF6785 STATE/COUNTY- FL/OSCEOLA AF6785 USGS QUAD - FORT DRUM NW (1972) AF6785 AF6785 *CURRENT SURVEY CONTROL AF6785 ___________________________________________________________________ AF6785* NAD 83(1986)- 27 43 02. (N) 080 54 48. (W) SCALED AF6785* NAVD 88 - 21.476 (meters) 70.46 (feet) ADJUSTED AF6785 ___________________________________________________________________ AF6785 GEOID HEIGHT- -26.79 (meters) GEOID99 AF6785 DYNAMIC HT - 21.444 (meters) 70.35 (feet) COMP AF6785 MODELED GRAV- 979,168.8 (mgal) NAVD 88 AF6785 AF6785 VERT ORDER - SECOND CLASS I AF6785 AF6785.The horizontal coordinates were scaled from a topographic map and have AF6785.an estimated accuracy of +/- 6 seconds. AF6785 AF6785.The orthometric height was determined by differential leveling AF6785.and adjusted by the National Geodetic Survey in February 1998. AF6785 AF6785.The geoid height was determined by GEOID99. AF6785 AF6785.The dynamic height is computed by dividing the NAVD 88 AF6785.geopotential number by the normal gravity value computed on the AF6785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6785.degrees latitude (g = 980.6199 gals.). AF6785 AF6785.The modeled gravity was interpolated from observed gravity values. AF6785 AF6785; North East Units Estimated Accuracy AF6785;SPC FL E - 374,880. 208,550. MT (+/- 180 meters Scaled) AF6785 AF6785 SUPERSEDED SURVEY CONTROL AF6785 AF6785 NGVD 29 - 21.86 (m) 71.7 (f) RESET 3 AF6785 AF6785.Superseded values are not recommended for survey control. AF6785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6785.See file dsdata.txt to determine how the superseded data were derived. AF6785 AF6785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL085658(NAD 83) AF6785_MARKER: DR = REFERENCE MARK DISK AF6785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6785_STAMPING: LOKOSEE NO 5 1936 1980 AF6785_MARK LOGO: NGS AF6785_PROJECTION: PROJECTING 5 CENTIMETERS AF6785_MAGNETIC: N = NO MAGNETIC MATERIAL AF6785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6785+STABILITY: SURFACE MOTION AF6785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF6785+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1995 AF6785 AF6785 HISTORY - Date Condition Report By AF6785 HISTORY - 1980 MONUMENTED NGS AF6785 HISTORY - 1986 GOOD USPSQD AF6785 HISTORY - 1989 GOOD USPSQD AF6785 HISTORY - 19950823 GOOD FLDEP AF6785 AF6785 STATION DESCRIPTION AF6785 AF6785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 AF6785'2.1 KM (1.3 MI) NW FROM YEE HAW JUNCTION. AF6785'2.1 KM (1.3 MI) NORTHWEST ALONG U.S. HIGHWAY 441 FROM ITS JUNCTION AF6785'WITH STATE HIGHWAY 60 IN YEE HAW JUNCTION, 34.1 METERS (114.0 FT) AF6785'NORTHEAST OF THE CENTER OF U.S. HIGHWAY 441, 26.4 METERS (86.5 FT) AF6785'NORTHWEST OF THE CENTER OF FIELD ROAD, AND 18.9 METERS (62.0 FT) AF6785'NORTHWEST OF A 14-INCH PINE TREE AND IN FENCE LINE. AF6785'THE MARK IS 1.4 FT S FROM A WITNESS POST. AF6785 AF6785 STATION RECOVERY (1986) AF6785 AF6785'RECOVERY NOTE BY US POWER SQUADRON 1986 (IEE) AF6785'RECOVERED IN GOOD CONDITION. AF6785 AF6785 STATION RECOVERY (1989) AF6785 AF6785'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG) AF6785'RECOVERED IN GOOD CONDITION. AF6785 AF6785 STATION RECOVERY (1995) AF6785 AF6785'RECOVERY NOTE BY FL DEPT OF ENV PRO 1995 (JLM) AF6785'THE STATION IS ABOUT 12.0 MI (19.3 KM) SOUTHEAST OF KENANSVILLE, 1.35 AF6785'MI (2.17 KM) NORTHWEST OF YEEHAW JUNCTION IN SECTION 3, TOWNSHIP 32 AF6785'SOUTH, RANGE 34 EAST. TO REACH THE STATION FROM THE INTERSECTION OF AF6785'STATE ROAD 60 AND U.S. HIGHWAY 441 (STATE ROAD 15) IN YEEHAW JUNCTION, AF6785'GO NORTH-NORTHWEST ON U.S. HIGHWAY 441 (STATE ROAD 15) FOR 1.35 MI AF6785'(2.17 KM) TO THE JUNCTION OF A FIELD ENTRANCE ROAD ON THE RIGHT AND AF6785'THE STATION ON THE RIGHT, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE AF6785'MONUMENT RECESSED 0.9 FT (27.4 CM) BELOW THE LEVEL OF THE GROUND. AF6785'LOCATED 143.2 FT (43.6 M) NORTHWEST OF REFERENCE MARK 4 1936 1960, AF6785'114.0 FT (34.7 M) NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 441, AF6785'90.0 FT (27.4 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF A FIELD AF6785'ROAD, 62.3 FT (19.0 M) NORTH OF STATION LOKOSEE 1936 1960, 1.0 FT (0.3 AF6785'M) SOUTH OF A METAL WITNESS POST AND 0.6 FT (18.3 CM) SOUTHWEST OF A AF6785'BARB WIRE FENCE. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AK2009 *********************************************************************** AK2009 DESIGNATION - M 59 RESET 1965 AK2009 PID - AK2009 AK2009 STATE/COUNTY- FL/OSCEOLA AK2009 USGS QUAD - ST CLOUD NORTH (1987) AK2009 AK2009 *CURRENT SURVEY CONTROL AK2009 ___________________________________________________________________ AK2009* NAD 83(1986)- 28 15 30. (N) 081 19 29. (W) SCALED AK2009* NAVD 88 - 19.40 (meters) 63.6 (feet) RESET AK2009 ___________________________________________________________________ AK2009 GEOID HEIGHT- -27.90 (meters) GEOID99 AK2009 AK2009 VERT ORDER - THIRD AK2009 AK2009.The horizontal coordinates were scaled from a topographic map and have AK2009.an estimated accuracy of +/- 6 seconds. AK2009 AK2009.The orthometric height was computed from unverified reset data. AK2009 AK2009.The geoid height was determined by GEOID99. AK2009 AK2009; North East Units Estimated Accuracy AK2009;SPC FL E - 434,880. 168,140. MT (+/- 180 meters Scaled) AK2009 AK2009 SUPERSEDED SURVEY CONTROL AK2009 AK2009 NGVD 29 - 19.70 (m) 64.6 (f) RESET 3 AK2009 AK2009.Superseded values are not recommended for survey control. AK2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2009.See file dsdata.txt to determine how the superseded data were derived. AK2009 AK2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM681258(NAD 83) AK2009_MARKER: DB = BENCH MARK DISK AK2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK2009_STAMPING: M 59 RESET 1965 AK2009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK2009+STABILITY: SURFACE MOTION AK2009 AK2009 HISTORY - Date Condition Report By AK2009 HISTORY - 1965 MONUMENTED CGS AK2009 HISTORY - 19990219 MARK NOT FOUND USPSQD AK2009 AK2009 STATION DESCRIPTION AK2009 AK2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 AK2009'2.8 MI WNW FROM SAINT CLOUD. AK2009'2.8 MILES W AND NW ALONG NO. 441 U.S. HWY. FROM ITS INTERSECTION AK2009'WITH NEW YORK AVENUE (THE MAIN N-S BUSINESS STREET) IN SAINT AK2009'CLOUD, 0.5 MILE SE ALONG SAME FROM ITS INTERSECTION WITH THE CENTER AK2009'LINE OF FLORIDA PARKWAY TOLL ROAD, 70 FEET S OF C/L OF LOCAL AK2009'PUBLIC ROAD, 60.5 FEET SW OF CENTER LINE OF THE SW PAIR OF LANES AK2009'OF THE DUAL HIGHWAY, 1.0 FEET LOWER THAN SAME, 2.7 FEET SE OF AK2009'STEEL WITNESS POST, AND FLUSH WITH THE GROUND. AK2009 AK2009 STATION RECOVERY (1999) AK2009 AK2009'RECOVERY NOTE BY US POWER SQUADRON 1999 AK2009'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AK1386 *********************************************************************** AK1386 DESIGNATION - P 59 RESET 1951 AK1386 PID - AK1386 AK1386 STATE/COUNTY- FL/OSCEOLA AK1386 USGS QUAD - ST CLOUD SOUTH (1980) AK1386 AK1386 *CURRENT SURVEY CONTROL AK1386 ___________________________________________________________________ AK1386* NAD 83(1986)- 28 14 45. (N) 081 17 34. (W) SCALED AK1386* NAVD 88 - 22.95 (meters) 75.3 (feet) RESET AK1386 ___________________________________________________________________ AK1386 GEOID HEIGHT- -27.93 (meters) GEOID99 AK1386 AK1386 VERT ORDER - THIRD AK1386 AK1386.The horizontal coordinates were scaled from a topographic map and have AK1386.an estimated accuracy of +/- 6 seconds. AK1386 AK1386.The orthometric height was computed from unverified reset data. AK1386.No vertical observational check was made to the station. AK1386 AK1386.The geoid height was determined by GEOID99. AK1386 AK1386; North East Units Estimated Accuracy AK1386;SPC FL E - 433,490. 171,270. MT (+/- 180 meters Scaled) AK1386 AK1386 SUPERSEDED SURVEY CONTROL AK1386 AK1386 NGVD 29 - 23.24 (m) 76.2 (f) RESET 3 AK1386 AK1386.Superseded values are not recommended for survey control. AK1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK1386.See file dsdata.txt to determine how the superseded data were derived. AK1386 AK1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM712244(NAD 83) AK1386_MARKER: DB = BENCH MARK DISK AK1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK1386_STAMPING: P 59 RESET 1951 AK1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK1386+STABILITY: SURFACE MOTION AK1386 AK1386 HISTORY - Date Condition Report By AK1386 HISTORY - 1951 MONUMENTED CGS AK1386 HISTORY - 19990219 MARK NOT FOUND USPSQD AK1386 AK1386 STATION DESCRIPTION AK1386 AK1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 AK1386'AT ST CLOUD. AK1386'AT ST. CLOUD, OSCEOLA COUNTY, ON THIRTEENTH STREET (U.S. HIGHWAY AK1386'192), BETWEEN DAKOTA AVENUE AND VERMONT AVENUE, 156.3 FEET AK1386'EAST OF THE EAST CURB OF DAKOTA AVENUE, NEAR THE EAST PROPERTY AK1386'LINE OF A SERVICE STATION, 83.8 FEET EAST-SOUTHEAST OF THE AK1386'SOUTHEAST CORNER OF A SMALL CONCRETE-BLOCK BUILDING, 10.2 FEET AK1386'NORTH OF THE NORTH CURB OF THIRTEENTH STREET, 3 FEET EAST OF AK1386'A WHITE WOODEN WITNESS POST, AND ON THE RIGHT-OF-WAY LINE. AK1386'A STANDARD DISK, STAMPED P 59 RESET 1951 AND SET IN THE TOP AK1386'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. AK1386 AK1386 STATION RECOVERY (1999) AK1386 AK1386'RECOVERY NOTE BY US POWER SQUADRON 1999 AK1386'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AF3005 *********************************************************************** AF3005 DESIGNATION - U 199 RESET 1967 AF3005 PID - AF3005 AF3005 STATE/COUNTY- FL/OSCEOLA AF3005 USGS QUAD - LAKE MARIAN NE (1972) AF3005 AF3005 *CURRENT SURVEY CONTROL AF3005 ___________________________________________________________________ AF3005* NAD 83(1986)- 27 55 09. (N) 081 07 00. (W) SCALED AF3005* NAVD 88 - 20.50 (meters) 67.3 (feet) RESET AF3005 ___________________________________________________________________ AF3005 GEOID HEIGHT- -27.38 (meters) GEOID99 AF3005 AF3005 VERT ORDER - THIRD AF3005 AF3005.The horizontal coordinates were scaled from a topographic map and have AF3005.an estimated accuracy of +/- 6 seconds. AF3005 AF3005.The orthometric height was computed from unverified reset data. AF3005 AF3005.The geoid height was determined by GEOID99. AF3005 AF3005; North East Units Estimated Accuracy AF3005;SPC FL E - 397,260. 188,520. MT (+/- 180 meters Scaled) AF3005 AF3005 SUPERSEDED SURVEY CONTROL AF3005 AF3005 NGVD 29 - 20.86 (m) 68.4 (f) RESET 3 AF3005 AF3005.Superseded values are not recommended for survey control. AF3005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF3005.See file dsdata.txt to determine how the superseded data were derived. AF3005 AF3005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML885882(NAD 83) AF3005_MARKER: DB = BENCH MARK DISK AF3005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF3005_STAMPING: U 199 RESET 1967 AF3005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF3005+STABILITY: SURFACE MOTION AF3005 AF3005 HISTORY - Date Condition Report By AF3005 HISTORY - 1967 MONUMENTED CGS AF3005 HISTORY - 19960126 MARK NOT FOUND USPSQD AF3005 AF3005 STATION DESCRIPTION AF3005 AF3005'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 AF3005'8.8 MI NW FROM KENANSVILLE. AF3005'8.8 MILES W AND NW ALONG NO. 523 FLORIDA HWY. FROM ITS JUNCTION AF3005'WITH NO. 441 U.S. HWY. AT KENANSVILLE OR 2.25 MILES NORTHWESTERLY AF3005'ALONG THE HWY. FROM THE END OF THE PRESENT PAVEMENT, ABOUT 15 AF3005'YARDS SE OF A 10-FOOT WOODEN BRIDGE PROBABLY SOON TO BE AF3005'ELIMINATED OR REPLACED BY A PIPE CULVERT, 50 SW OF CENTER LINE AF3005'OF THE ROAD, 2.1 FEET SE OF STEEL WITNESS POST, 0.6 FOOT NE OF AF3005'RIGHT-OF-WAY FENCE, AND PROJECTING 0.3 FOOT ABOVE GROUND. AF3005 AF3005 STATION RECOVERY (1996) AF3005 AF3005'RECOVERY NOTE BY US POWER SQUADRON 1996 AF3005'MARK NOT FOUND.