1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AF7108 *********************************************************************** AF7108 DESIGNATION - 71.00 FLDT AF7108 PID - AF7108 AF7108 STATE/COUNTY- FL/OSCEOLA AF7108 USGS QUAD - LAKE MARIAN NW (1972) AF7108 AF7108 *CURRENT SURVEY CONTROL AF7108 ___________________________________________________________________ AF7108* NAD 83(1986)- 27 56 05. (N) 081 07 37. (W) SCALED AF7108* NAVD 88 - 21.356 (meters) 70.07 (feet) ADJUSTED AF7108 ___________________________________________________________________ AF7108 GEOID HEIGHT- -27.40 (meters) GEOID03 AF7108 DYNAMIC HT - 21.324 (meters) 69.96 (feet) COMP AF7108 MODELED GRAV- 979,145.2 (mgal) NAVD 88 AF7108 AF7108 VERT ORDER - SECOND CLASS II AF7108 AF7108.The horizontal coordinates were scaled from a topographic map and have AF7108.an estimated accuracy of +/- 6 seconds. AF7108 AF7108.The orthometric height was determined by differential leveling AF7108.and adjusted by the National Geodetic Survey in June 1991. AF7108 AF7108.The geoid height was determined by GEOID03. AF7108 AF7108.The dynamic height is computed by dividing the NAVD 88 AF7108.geopotential number by the normal gravity value computed on the AF7108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7108.degrees latitude (g = 980.6199 gals.). AF7108 AF7108.The modeled gravity was interpolated from observed gravity values. AF7108 AF7108; North East Units Estimated Accuracy AF7108;SPC FL E - 398,980. 187,510. MT (+/- 180 meters Scaled) AF7108 AF7108 SUPERSEDED SURVEY CONTROL AF7108 AF7108 NGVD 29 (09/01/92) 21.725 (m) 71.28 (f) ADJUSTED 2 2 AF7108 AF7108.Superseded values are not recommended for survey control. AF7108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7108.See file dsdata.txt to determine how the superseded data were derived. AF7108 AF7108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML875899(NAD 83) AF7108_MARKER: DB = BENCH MARK DISK AF7108_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AF7108_SP_SET: CONCRETE CULVERT AF7108_STAMPING: 71.00 AF7108_MARK LOGO: FLDT AF7108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7108+STABILITY: SURFACE MOTION AF7108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7108+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005 AF7108 AF7108 HISTORY - Date Condition Report By AF7108 HISTORY - UNK MONUMENTED FLDT AF7108 HISTORY - 1983 GOOD FLDNR AF7108 HISTORY - 20050430 GOOD GEOCAC AF7108 AF7108 STATION DESCRIPTION AF7108 AF7108'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7108'9.75 MI WNW FROM KENANSVILLE. AF7108'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD 523 AF7108'(CANOE CREEK ROAD) IN KENANSVILLE, GO 9.75 MILES NORTH AND WEST AF7108'ALONG STATE ROAD 523 TO THE MARK. AF7108'THE MARK IS SET FLUSH IN A CONCRETE CULVERT. THE MARK BEARS 19.9 AF7108'FEET EAST-NORTHEAST OF STATE ROAD 523, 11.3 FEET NORTH-NORTHWEST AF7108'OF THE SOUTHEAST END OF THE CULVERT, AND 30.0 FEET SOUTH-SOUTHEAST AF7108'OF THE NORTHWEST END OF THE CULVERT. AF7108'THE MARK IS ABOVE LEVEL WITH GROUND. AF7108 AF7108 STATION RECOVERY (2005) AF7108 AF7108'RECOVERY NOTE BY GEOCACHING 2005 (MAG) AF7108'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AB5482 *********************************************************************** AB5482 DESIGNATION - 95 056A AB5482 PID - AB5482 AB5482 STATE/COUNTY- FL/OSCEOLA AB5482 USGS QUAD - NARCOOSSEE (1970) AB5482 AB5482 *CURRENT SURVEY CONTROL AB5482 ___________________________________________________________________ AB5482* NAD 83(1999)- 28 16 33.31645(N) 081 09 37.32540(W) ADJUSTED AB5482* NAVD 88 - 21.300 (meters) 69.88 (feet) ADJUSTED AB5482 ___________________________________________________________________ AB5482 X - 863,820.587 (meters) COMP AB5482 Y - -5,554,525.561 (meters) COMP AB5482 Z - 3,003,466.224 (meters) COMP AB5482 LAPLACE CORR- -0.70 (seconds) DEFLEC99 AB5482 ELLIP HEIGHT- -6.76 (meters) (05/31/01) GPS OBS AB5482 GEOID HEIGHT- -28.05 (meters) GEOID03 AB5482 DYNAMIC HT - 21.269 (meters) 69.78 (feet) COMP AB5482 MODELED GRAV- 979,165.3 (mgal) NAVD 88 AB5482 AB5482 HORZ ORDER - FIRST AB5482 VERT ORDER - SECOND CLASS I AB5482 ELLP ORDER - FOURTH CLASS I AB5482 AB5482.The horizontal coordinates were established by GPS observations AB5482.and adjusted by the National Geodetic Survey in May 2001. AB5482 AB5482.The orthometric height was determined by differential leveling AB5482.and adjusted by the National Geodetic Survey in September 2004. AB5482 AB5482.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB5482 AB5482.The Laplace correction was computed from DEFLEC99 derived deflections. AB5482 AB5482.The ellipsoidal height was determined by GPS observations AB5482.and is referenced to NAD 83. AB5482 AB5482.The geoid height was determined by GEOID03. AB5482 AB5482.The dynamic height is computed by dividing the NAVD 88 AB5482.geopotential number by the normal gravity value computed on the AB5482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB5482.degrees latitude (g = 980.6199 gals.). AB5482 AB5482.The modeled gravity was interpolated from observed gravity values. AB5482 AB5482; North East Units Scale Factor Converg. AB5482;SPC FL E - 436,795.672 184,267.164 MT 0.99994423 -0 04 33.5 AB5482;UTM 17 - 3,127,778.621 484,272.532 MT 0.99960305 -0 04 33.5 AB5482 AB5482! - Elev Factor x Scale Factor = Combined Factor AB5482!SPC FL E - 1.00000106 x 0.99994423 = 0.99994529 AB5482!UTM 17 - 1.00000106 x 0.99960305 = 0.99960411 AB5482 AB5482: Primary Azimuth Mark Grid Az AB5482:SPC FL E - 95 056 267 18 35.4 AB5482:UTM 17 - 95 056 267 18 35.4 AB5482 AB5482|---------------------------------------------------------------------| AB5482| PID Reference Object Distance Geod. Az | AB5482| dddmmss.s | AB5482| AB5483 95 056 APPROX. 1.5 KM 2671401.9 | AB5482|---------------------------------------------------------------------| AB5482 AB5482 SUPERSEDED SURVEY CONTROL AB5482 AB5482 NAD 83(1990)- 28 16 33.31541(N) 081 09 37.32498(W) AD( ) 1 AB5482 ELLIP H (07/11/96) -6.73 (m) GP( ) 4 1 AB5482 AB5482.Superseded values are not recommended for survey control. AB5482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB5482.See file dsdata.txt to determine how the superseded data were derived. AB5482 AB5482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM8427327779(NAD 83) AB5482_MARKER: DD = SURVEY DISK AB5482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB5482_STAMPING: 95-056A 1995 AB5482_MARK LOGO: FL-097 AB5482_PROJECTION: FLUSH AB5482_MAGNETIC: O = OTHER; SEE DESCRIPTION AB5482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB5482+STABILITY: SURFACE MOTION AB5482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB5482+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2005 AB5482 AB5482 HISTORY - Date Condition Report By AB5482 HISTORY - 1995 MONUMENTED ADRGS AB5482 HISTORY - 20021204 GOOD FLDEP AB5482 HISTORY - 20050313 GOOD GEOCAC AB5482 AB5482 STATION DESCRIPTION AB5482 AB5482'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW) AB5482'TO REACH FROM THE INTERSECTION OF COUNTY ROAD 15 (NARCOOSEE ROAD) AND AB5482'US ROUTE 192 LOCATED 2.5 MI (4.0 KM) EAST OF THE CITY OF SAINT CLOUD, AB5482'TRAVEL 1.25 MI (2.01 KM) EAST ALONG US ROUTE 192 TO THE INTERSECTION AB5482'OF US ROUTE 192 AND COUNTY ROAD 523 (NOVA ROAD) . TURN LEFT AND AB5482'PROCEED 4.65 MI (7.48 KM) EAST-NORTHEAST ALONG NOVA ROAD TO THE AB5482'STATION ON THE LEFT. AB5482 AB5482 STATION RECOVERY (2002) AB5482 AB5482'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM) AB5482'THE MARK IS ABOUT 8.5 MI NORTHWEST OF HOLOPAW, 8.5 MI EAST-NORTHEAST AB5482'OF ST. CLOUD, 4.5 MI NORTHEAST OF ASHTON, IN SECTION 25, TOWNSHIP 25 AB5482'SOUTH, RANGE 31 EAST. AB5482' AB5482'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192, 441 (13TH AB5482'STREET) AND COUNTY ROAD 523 (VERMONT AVENUE, CANOE CREEK ROAD) IN ST. AB5482'CLOUD, GO EAST ON U.S. HIGHWAY 192, 441 (13TH STREET, EAST BRONSON AB5482'HIGHWAY) FOR 3.0 MI TO THE INTERSECTION OF STATE ROAD 15, CONTINUE AB5482'EAST ON U.S. HIGHWAY 192, 441 (BRONSON HIGHWAY) FOR 1.25 MI TO THE AB5482'JUNCTION OF NOVA ROAD (COUNTY ROAD 532) ON THE LEFT, TURN LEFT ON AB5482'NOVA ROAD (COUNTY ROAD 532), GO NORTHEAST FOR 3.65 MI TO CANAL C-32C AB5482'AND THE JUNCTION OF SUNGROVE ROAD ON THE LEFT AND THE MARK ON THE AB5482'LEFT, SET IN THE TOP OF A 6-INCH SQUARE PREFABRICATED CONCRETE POST AB5482'SURROUNDED BY CONCRETE LEVEL WITH THE GROUND AND ABOUT LEVEL WITH NOVA AB5482'ROAD. AB5482' AB5482'LOCATED 97.0 FT SOUTH OF THE CENTER OF A METAL GATE, 21.1 FT NORTH OF AB5482'THE CENTERLINE OF NOVA ROAD, 13.1 FT EAST OF THE NORTHWEST CORNER OF AB5482'THE NORTH SIDE OF THE BRIDGE AND 17.2 FT NORTHWEST OF SURVEY MARK OS AB5482'99 1980. AB5482 AB5482 STATION RECOVERY (2005) AB5482 AB5482'RECOVERY NOTE BY GEOCACHING 2005 (MAG) AB5482'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AB5488 *********************************************************************** AB5488 DESIGNATION - 95 058 AB5488 PID - AB5488 AB5488 STATE/COUNTY- FL/OSCEOLA AB5488 USGS QUAD - ASHTON (1981) AB5488 AB5488 *CURRENT SURVEY CONTROL AB5488 ___________________________________________________________________ AB5488* NAD 83(1999)- 28 12 50.66746(N) 081 14 37.85394(W) ADJUSTED AB5488* NAVD 88 - 23.1 (meters) 76. (feet) GPS OBS AB5488 ___________________________________________________________________ AB5488 X - 856,220.743 (meters) COMP AB5488 Y - -5,558,985.750 (meters) COMP AB5488 Z - 2,997,429.142 (meters) COMP AB5488 LAPLACE CORR- -1.12 (seconds) DEFLEC99 AB5488 ELLIP HEIGHT- -4.86 (meters) (05/31/01) GPS OBS AB5488 GEOID HEIGHT- -27.94 (meters) GEOID03 AB5488 AB5488 HORZ ORDER - FIRST AB5488 ELLP ORDER - FOURTH CLASS I AB5488 AB5488.The horizontal coordinates were established by GPS observations AB5488.and adjusted by the National Geodetic Survey in May 2001. AB5488 AB5488.The orthometric height was determined by GPS observations and a AB5488.high-resolution geoid model. AB5488 AB5488.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB5488 AB5488.The Laplace correction was computed from DEFLEC99 derived deflections. AB5488 AB5488.The ellipsoidal height was determined by GPS observations AB5488.and is referenced to NAD 83. AB5488 AB5488.The geoid height was determined by GEOID03. AB5488 AB5488; North East Units Scale Factor Converg. AB5488;SPC FL E - 429,955.637 176,063.560 MT 0.99994825 -0 06 55.0 AB5488;UTM 17 - 3,120,940.920 476,071.727 MT 0.99960707 -0 06 55.0 AB5488 AB5488! - Elev Factor x Scale Factor = Combined Factor AB5488!SPC FL E - 1.00000076 x 0.99994825 = 0.99994901 AB5488!UTM 17 - 1.00000076 x 0.99960707 = 0.99960783 AB5488 AB5488: Primary Azimuth Mark Grid Az AB5488:SPC FL E - 95 058A 179 07 38.0 AB5488:UTM 17 - 95 058A 179 07 38.0 AB5488 AB5488|---------------------------------------------------------------------| AB5488| PID Reference Object Distance Geod. Az | AB5488| dddmmss.s | AB5488| AB5489 95 058A 486.454 METERS 1790043.0 | AB5488|---------------------------------------------------------------------| AB5488 AB5488 SUPERSEDED SURVEY CONTROL AB5488 AB5488 NAD 83(1990)- 28 12 50.66644(N) 081 14 37.85351(W) AD( ) 1 AB5488 ELLIP H (07/11/96) -4.82 (m) GP( ) 4 1 AB5488 AB5488.Superseded values are not recommended for survey control. AB5488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB5488.See file dsdata.txt to determine how the superseded data were derived. AB5488 AB5488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM7607220941(NAD 83) AB5488_MARKER: DD = SURVEY DISK AB5488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB5488_STAMPING: 95-058 1995 AB5488_MARK LOGO: FL-097 AB5488_MAGNETIC: O = OTHER; SEE DESCRIPTION AB5488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB5488+STABILITY: SURFACE MOTION AB5488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB5488+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2004 AB5488 AB5488 HISTORY - Date Condition Report By AB5488 HISTORY - 1995 MONUMENTED ADRGS AB5488 HISTORY - 20041228 GOOD GEOCAC AB5488 AB5488 STATION DESCRIPTION AB5488 AB5488'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW) AB5488'THE STATION IS SITUATED IN OSCEOLA COUNTY FLORIDA AND IS 1.8 MI (2.9 AB5488'KM) SOUTHAND 2.1 MI (3.4 KM) WEST OF THE CITY OF SAINT CLOUD. TO REACH AB5488'THE STATION FROM THE INTERSECTION OF US 192 AND COUNTY ROAD 15 AB5488'(NARCOOSSEE ROAD) , 2.5 MI (4.0 KM) EAST OF SAINT CLOUD, GO WEST ON US AB5488'192 FOR 0.7 MI (1.1 KM) TO THE INTERSECTION OF US 192 AND COUNTY ROAD AB5488'534 (HICKORY TREE ROAD) . TURN LEFT AND GO SOUTH ON COUNTY ROAD 534 AB5488'FOR 2.9 MI (4.7 KM) TO A RIGHT ANGLE BEND (SOUTH) IN THE ROAD AND THE AB5488'INTERSECTION OF COUNTY ROAD 534 AND MALONE ROAD. FOLLOW THE MEANDERING AB5488'COUNTY ROAD 534 FOR 2.9 MI (4.7 KM) TURN LEFT AND GO NORTH ON MALONE AB5488'ROAD (UNPAVED) FOR 0.03 MI (0.05 KM) TO THE STATION OF THE LEFT, BY A AB5488'JOG IN A FENCE LINE AND OPPOSITE A DRIVE LEADING TO THE EAST. THE AB5488'STATION IS 305 FT (93.0 M) NORTH OF THE CENTERLINE OF HICKORY TREE AB5488'ROAD, 8.5 FT (2.6 M) SOUTH OF THE SOUTHEAST CORNER OF A JOG IN THE AB5488'FENCE (HOG WIRE) , AND 41.5 FT (12.6 M) IN AZIMUTH 260 FROM POWER POLE AB5488'20071. AB5488 AB5488 STATION RECOVERY (2004) AB5488 AB5488'RECOVERY NOTE BY GEOCACHING 2004 (MAG) AB5488'MALONE RD. IS NOW THE NEW SECTION OF HICKORY TREE RD AND PAVED. THE AB5488'MARK IS ON THE WEST SIDE OF THE NEW PAVED ROAD. THE MARK IS 8.5 FEET AB5488'SOUTH OF A FENCE CORNER AND 2 FEET SOUTHWEST OF A SINGLE POWER POLE AB5488'GUY WIRE. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AB5487 *********************************************************************** AB5487 HT_MOD - This is a Height Modernization Survey Station. AB5487 DESIGNATION - 95 060 AB5487 PID - AB5487 AB5487 STATE/COUNTY- FL/OSCEOLA AB5487 USGS QUAD - ASHTON (1981) AB5487 AB5487 *CURRENT SURVEY CONTROL AB5487 ___________________________________________________________________ AB5487* NAD 83(1999)- 28 10 25.56244(N) 081 13 21.26356(W) ADJUSTED AB5487* NAVD 88 - 21.51 (meters) 70.6 (feet) GPS OBS AB5487 ___________________________________________________________________ AB5487 X - 858,606.685 (meters) COMP AB5487 Y - -5,560,751.795 (meters) COMP AB5487 Z - 2,993,491.477 (meters) COMP AB5487 LAPLACE CORR- -1.08 (seconds) DEFLEC99 AB5487 ELLIP HEIGHT- -6.41 (meters) (05/31/01) GPS OBS AB5487 GEOID HEIGHT- -27.91 (meters) GEOID03 AB5487 AB5487 HORZ ORDER - FIRST AB5487 ELLP ORDER - FOURTH CLASS I AB5487 AB5487.The horizontal coordinates were established by GPS observations AB5487.and adjusted by the National Geodetic Survey in May 2001. AB5487 AB5487.The orthometric height was determined by GPS observations and a AB5487.high-resolution geoid model using precise GPS observation and AB5487.processing techniques. It supersedes the leveled height previously AB5487.determined for this station. AB5487 AB5487.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB5487 AB5487.The Laplace correction was computed from DEFLEC99 derived deflections. AB5487 AB5487.The ellipsoidal height was determined by GPS observations AB5487.and is referenced to NAD 83. AB5487 AB5487.The geoid height was determined by GEOID03. AB5487 AB5487; North East Units Scale Factor Converg. AB5487;SPC FL E - 425,484.942 178,143.758 MT 0.99994707 -0 06 18.3 AB5487;UTM 17 - 3,116,471.750 478,151.215 MT 0.99960589 -0 06 18.3 AB5487 AB5487! - Elev Factor x Scale Factor = Combined Factor AB5487!SPC FL E - 1.00000101 x 0.99994707 = 0.99994808 AB5487!UTM 17 - 1.00000101 x 0.99960589 = 0.99960690 AB5487 AB5487: Primary Azimuth Mark Grid Az AB5487:SPC FL E - 95 060A 089 39 11.3 AB5487:UTM 17 - 95 060A 089 39 11.3 AB5487 AB5487|---------------------------------------------------------------------| AB5487| PID Reference Object Distance Geod. Az | AB5487| dddmmss.s | AB5487| AB5486 95 060A APPROX. 0.9 KM 0893253.0 | AB5487|---------------------------------------------------------------------| AB5487 AB5487 SUPERSEDED SURVEY CONTROL AB5487 AB5487 NAD 83(1990)- 28 10 25.56147(N) 081 13 21.26313(W) AD( ) 1 AB5487 ELLIP H (07/11/96) -6.37 (m) GP( ) 4 1 AB5487 NAVD 88 (09/29/04) 21.499 (m) 70.53 (f) ADJUSTED 2 1 AB5487 AB5487.Superseded values are not recommended for survey control. AB5487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB5487.See file dsdata.txt to determine how the superseded data were derived. AB5487 AB5487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM7815116472(NAD 83) AB5487_MARKER: DD = SURVEY DISK AB5487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB5487_STAMPING: 95-060 1995 AB5487_MARK LOGO: FL-097 AB5487_PROJECTION: FLUSH AB5487_MAGNETIC: O = OTHER; SEE DESCRIPTION AB5487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB5487+STABILITY: SURFACE MOTION AB5487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB5487+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2003 AB5487 AB5487 HISTORY - Date Condition Report By AB5487 HISTORY - 1995 MONUMENTED ADRGS AB5487 HISTORY - 20030403 GOOD FLDEP AB5487 HISTORY - 20030404 GOOD FLDEP AB5487 HISTORY - 20050122 GOOD GEOCAC AB5487 AB5487 STATION DESCRIPTION AB5487 AB5487'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW) AB5487'THE STATION IS SITUATED IN OSCEOLA COUNTY, FLORIDA AND IS 5.2 MI (8.4 AB5487'KM) SOUTHAND 3.5 MI (5.6 KM) EAST OF THE CITY OF SAINT CLOUD. TO REACH AB5487'THE STATION FROM THE INTERSECTION OF US 192 AND COUNTY ROAD 15 AB5487'(NARCOOSSEE ROAD) , 2.5 MI (4.0 KM) EAST OF SAINT CLOUD, GO WEST ON US AB5487'192 FOR 0.7 MI (1.1 KM) TO THE INTERSECTION OF US 192 AND COUNTY ROAD AB5487'534 (HICKORY TREE ROAD) . TURN LEFT AND GO SOUTH ON MEANDERING COUNTY AB5487'ROAD 534 FOR 6.7 MI (10.8 KM) TO THE STATION ON THE RIGHT. THE AB5487'STATION IS 12 FT (3.7 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD 534 AB5487'AND 33 FT (10.1 M) EAST OF THE CENTERLINE OF GENTRY ROAD. THE STATION AB5487'IS 59.0 FT (18.0 M) IN AZIMUTH 121 FROM POWER POLE 13433, 80.0 FT AB5487'(24.4 M) IN AZIMUTH 120.0 FROM POWER POLE 13432 AND 58.5 FT (17.8 M) AB5487'IN AZIMUTH 80 FROM POWER POLE 6-23900. AB5487 AB5487 STATION RECOVERY (2003) AB5487 AB5487'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AB5487'RECOVERED AS DESCRIBED. AB5487' AB5487'NOTE UNKNOWN MAGNETISM. AB5487' AB5487' AB5487 AB5487 STATION RECOVERY (2003) AB5487 AB5487'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM) AB5487'THE MARK IS ABOUT 7.0 MI SOUTHEAST OF ST. CLOUD, 10.0 MI NORTHWEST OF AB5487'HOLOPAW, IN SECTION 4, TOWNSHIP 27 SOUTH, RANGE 31 EAST. AB5487' AB5487'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 441 (HOLOPAW ROAD) AB5487'AND U.S. HIGHWAY 192 (EAST BRONSON HIGHWAY, STATE ROAD 15, COUNTY AB5487'ROAD 500) IN HOLOPAW, GO WEST ON U.S. HIGHWAY 192, 441 (EAST BRONSON AB5487'HIGHWAY, STATE ROAD 15, COUNTY ROAD 500) FOR 6.55 MI TO THE JUNCTION AB5487'OF HICKORY TREE ROAD (COUNTY ROAD 534), TURN LEFT ON HICKORY TREE AB5487'ROAD (COUNTY ROAD 534) AND GO WEST FOR 5.1 MI TO THE JUNCTION OF LAKE AB5487'GENTRY ROAD AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND AB5487'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH HICKORY TREE AB5487'ROAD. AB5487' AB5487'LOCATED 33.3 FT EAST OF THE CENTERLINE OF LAKE GENTRY ROAD, 13.4 FT AB5487'SOUTH OF THE CENTERLINE OF HICKORY TREE ROAD AND 1.0 FT SOUTH OF THE AB5487'SOUTH EDGE OF THE PAVEMENT OF HICKORY TREE ROAD. NOTE A BAR MAGNET AB5487'WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE MONUMENT. AB5487 AB5487 STATION RECOVERY (2005) AB5487 AB5487'RECOVERY NOTE BY GEOCACHING 2005 (MAG) AB5487'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AB5486 *********************************************************************** AB5486 DESIGNATION - 95 060A AB5486 PID - AB5486 AB5486 STATE/COUNTY- FL/OSCEOLA AB5486 USGS QUAD - ASHTON (1981) AB5486 AB5486 *CURRENT SURVEY CONTROL AB5486 ___________________________________________________________________ AB5486* NAD 83(1999)- 28 10 25.79241(N) 081 12 48.20365(W) ADJUSTED AB5486* NAVD 88 - 22.9 (meters) 75. (feet) GPS OBS AB5486 ___________________________________________________________________ AB5486 X - 859,497.620 (meters) COMP AB5486 Y - -5,560,611.997 (meters) COMP AB5486 Z - 2,993,498.365 (meters) COMP AB5486 LAPLACE CORR- -1.03 (seconds) DEFLEC99 AB5486 ELLIP HEIGHT- -5.04 (meters) (05/31/01) GPS OBS AB5486 GEOID HEIGHT- -27.91 (meters) GEOID03 AB5486 AB5486 HORZ ORDER - FIRST AB5486 ELLP ORDER - FOURTH CLASS I AB5486 AB5486.The horizontal coordinates were established by GPS observations AB5486.and adjusted by the National Geodetic Survey in May 2001. AB5486 AB5486.The orthometric height was determined by GPS observations and a AB5486.high-resolution geoid model. AB5486 AB5486.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB5486 AB5486.The Laplace correction was computed from DEFLEC99 derived deflections. AB5486 AB5486.The ellipsoidal height was determined by GPS observations AB5486.and is referenced to NAD 83. AB5486 AB5486.The geoid height was determined by GEOID03. AB5486 AB5486; North East Units Scale Factor Converg. AB5486;SPC FL E - 425,490.401 179,045.555 MT 0.99994659 -0 06 02.7 AB5486;UTM 17 - 3,116,477.207 479,052.705 MT 0.99960542 -0 06 02.7 AB5486 AB5486! - Elev Factor x Scale Factor = Combined Factor AB5486!SPC FL E - 1.00000079 x 0.99994659 = 0.99994738 AB5486!UTM 17 - 1.00000079 x 0.99960542 = 0.99960621 AB5486 AB5486: Primary Azimuth Mark Grid Az AB5486:SPC FL E - 95 060 269 39 11.4 AB5486:UTM 17 - 95 060 269 39 11.4 AB5486 AB5486|---------------------------------------------------------------------| AB5486| PID Reference Object Distance Geod. Az | AB5486| dddmmss.s | AB5486| AB5487 95 060 APPROX. 0.9 KM 2693308.7 | AB5486|---------------------------------------------------------------------| AB5486 AB5486 SUPERSEDED SURVEY CONTROL AB5486 AB5486 NAD 83(1990)- 28 10 25.79141(N) 081 12 48.20322(W) AD( ) 1 AB5486 ELLIP H (07/11/96) -5.01 (m) GP( ) 4 1 AB5486 AB5486.Superseded values are not recommended for survey control. AB5486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB5486.See file dsdata.txt to determine how the superseded data were derived. AB5486 AB5486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM7905316477(NAD 83) AB5486_MARKER: DD = SURVEY DISK AB5486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB5486_STAMPING: 95-060A 1995 AB5486_MARK LOGO: FL-097 AB5486_PROJECTION: FLUSH AB5486_MAGNETIC: O = OTHER; SEE DESCRIPTION AB5486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB5486+STABILITY: SURFACE MOTION AB5486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB5486+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003 AB5486 AB5486 HISTORY - Date Condition Report By AB5486 HISTORY - 1995 MONUMENTED ADRGS AB5486 HISTORY - 20030403 GOOD FLDEP AB5486 HISTORY - 20050122 GOOD GEOCAC AB5486 AB5486 STATION DESCRIPTION AB5486 AB5486'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW) AB5486'THE STATION IS SITUATED IN OSCEOLA COUNTY, FLORIDA AND IS 5.2 MI (8.4 AB5486'KM) SOUTHAND 4.1 MI (6.6 KM) EAST OF THE CITY OF SAINT CLOUD. TO REACH AB5486'THE STATION FROM THE INTERSECTION OF US 192 AND COUNTY ROAD 15 AB5486'(NARCOOSSEE ROAD) , 2.5 MI (4.0 KM) EAST OF ST CLOUD, GO WEST ON US AB5486'192 FOR 0.7 MI (1.1 KM) TO THE INTERSECTION OF US 192 AND COUNTY ROAD AB5486'534 (HICKORY TREE ROAD) . TURN LEFT AND GO SOUTH ON MEANDERING COUNTY AB5486'ROAD 534 FOR 7.3 MI (11.7 KM) TO THE STATION ON THE RIGHT. THE STATION AB5486'IS 12 FT (3.7 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD 534 AND ABOUT AB5486'700 FEET (213.4 M) WEST OF A SHARP BEND TO THE LEFT, NORTH IN COUNTY AB5486'ROAD 534. THE STATION IS 235.0 FT (71.6 M) IN AZIMUTH 87 FROM POWER AB5486'POLE 6-23907, 39.0 FT (11.9 M) IN AZIMUTH 185 FROM POWER POLE 13678 AB5486'AND 115.0 FT (35.1 M) IN AZIMUTH 275 FROM POWER POLE 6-23908. AB5486 AB5486 STATION RECOVERY (2003) AB5486 AB5486'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AB5486'RECOVERED AS DESCRIBED. AB5486' AB5486'NOTE UNKNOWN MAGNETISM. AB5486' AB5486' AB5486' AB5486 AB5486 STATION RECOVERY (2005) AB5486 AB5486'RECOVERY NOTE BY GEOCACHING 2005 (MAG) AB5486'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AB5478 *********************************************************************** AB5478 DESIGNATION - 95 061A AB5478 PID - AB5478 AB5478 STATE/COUNTY- FL/OSCEOLA AB5478 USGS QUAD - HOLOPAW SE (1980) AB5478 AB5478 *CURRENT SURVEY CONTROL AB5478 ___________________________________________________________________ AB5478* NAD 83(1999)- 28 06 56.76681(N) 081 04 34.66279(W) ADJUSTED AB5478* NAVD 88 - 22.9 (meters) 75. (feet) GPS OBS AB5478 ___________________________________________________________________ AB5478 X - 873,271.143 (meters) COMP AB5478 Y - -5,561,538.006 (meters) COMP AB5478 Z - 2,987,824.609 (meters) COMP AB5478 LAPLACE CORR- -0.98 (seconds) DEFLEC99 AB5478 ELLIP HEIGHT- -5.02 (meters) (05/31/01) GPS OBS AB5478 GEOID HEIGHT- -27.93 (meters) GEOID03 AB5478 AB5478 HORZ ORDER - FIRST AB5478 ELLP ORDER - FOURTH CLASS I AB5478 AB5478.The horizontal coordinates were established by GPS observations AB5478.and adjusted by the National Geodetic Survey in May 2001. AB5478 AB5478.The orthometric height was determined by GPS observations and a AB5478.high-resolution geoid model. AB5478 AB5478.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB5478 AB5478.The Laplace correction was computed from DEFLEC99 derived deflections. AB5478 AB5478.The ellipsoidal height was determined by GPS observations AB5478.and is referenced to NAD 83. AB5478 AB5478.The geoid height was determined by GEOID03. AB5478 AB5478; North East Units Scale Factor Converg. AB5478;SPC FL E - 419,040.099 192,503.935 MT 0.99994187 -0 02 09.4 AB5478;UTM 17 - 3,110,029.106 492,506.493 MT 0.99960069 -0 02 09.4 AB5478 AB5478! - Elev Factor x Scale Factor = Combined Factor AB5478!SPC FL E - 1.00000079 x 0.99994187 = 0.99994266 AB5478!UTM 17 - 1.00000079 x 0.99960069 = 0.99960148 AB5478 AB5478: Primary Azimuth Mark Grid Az AB5478:SPC FL E - 95 061 000 34 43.7 AB5478:UTM 17 - 95 061 000 34 43.7 AB5478 AB5478|---------------------------------------------------------------------| AB5478| PID Reference Object Distance Geod. Az | AB5478| dddmmss.s | AB5478| AB5479 95 061 APPROX. 1.3 KM 0003234.3 | AB5478|---------------------------------------------------------------------| AB5478 AB5478 SUPERSEDED SURVEY CONTROL AB5478 AB5478 NAD 83(1990)- 28 06 56.76593(N) 081 04 34.66238(W) AD( ) 1 AB5478 ELLIP H (07/11/96) -4.99 (m) GP( ) 4 1 AB5478 AB5478.Superseded values are not recommended for survey control. AB5478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB5478.See file dsdata.txt to determine how the superseded data were derived. AB5478 AB5478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM9250610029(NAD 83) AB5478_MARKER: DD = SURVEY DISK AB5478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB5478_STAMPING: 95-061A 1995 AB5478_MARK LOGO: FL-097 AB5478_MAGNETIC: O = OTHER; SEE DESCRIPTION AB5478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB5478+STABILITY: SURFACE MOTION AB5478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB5478+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005 AB5478 AB5478 HISTORY - Date Condition Report By AB5478 HISTORY - 1995 MONUMENTED ADRGS AB5478 HISTORY - 20050430 GOOD GEOCAC AB5478 AB5478 STATION DESCRIPTION AB5478 AB5478'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW) AB5478'THE STATION IS SITUATED IN OSCEOLA COUNTY, FLORIDA AND IS 2.1 MI (3.4 AB5478'KM) SOUTHOF THE SMALL TOWN OF HOLOPAW. TO REACH THE STATION FROM THE AB5478'SPLIT OF US 441 AND US 192 IN HOLOPAW, GO SOUTH ON US 441 FOR 2.0 MI AB5478'(3.2 KM) TO THE STATION ON THE RIGHT, 25 FT (7.6 M) WEST OF THE AB5478'CENTERLINE OF US 441 AND 35 FT (10.7 M) NORTH OF THE CENTERLINE OF AB5478'HOLOPAW GROVES ROAD. THE STATION IS 67 FT (20.4 M) IN AZIMUTH 20 FROM AB5478'A POWER POLE IN THE SOUTHWEST QUADRANT OF SAID INTERSECTION, 80 FT AB5478'(24.4 M) IN AZIMUTH 170 FROM A 18 INCH PALM AND 6.0 FT (1.8 M) SOUTH AB5478'OF A 42 IN BY 60 IN CONCRETE PAD WITH MAILBOXES. AB5478 AB5478 STATION RECOVERY (2005) AB5478 AB5478'RECOVERY NOTE BY GEOCACHING 2005 (MAG) AB5478'MARK WAS FOUND 8 INCHES BELOW GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AK6745 *********************************************************************** AK6745 DESIGNATION - AP 30 AK6745 PID - AK6745 AK6745 STATE/COUNTY- FL/OSCEOLA AK6745 USGS QUAD - ASHTON (1981) AK6745 AK6745 *CURRENT SURVEY CONTROL AK6745 ___________________________________________________________________ AK6745* NAD 83(1990)- 28 12 50.17561(N) 081 10 30.88752(W) ADJUSTED AK6745* NAVD 88 - 25.267 (meters) 82.90 (feet) ADJUSTED AK6745 ___________________________________________________________________ AK6745 LAPLACE CORR- -0.76 (seconds) DEFLEC99 AK6745 GEOID HEIGHT- -28.00 (meters) GEOID03 AK6745 DYNAMIC HT - 25.229 (meters) 82.77 (feet) COMP AK6745 MODELED GRAV- 979,158.5 (mgal) NAVD 88 AK6745 AK6745 HORZ ORDER - SECOND AK6745 VERT ORDER - SECOND CLASS I AK6745 AK6745.The horizontal coordinates were established by classical geodetic methods AK6745.and adjusted by the National Geodetic Survey in May 1991. AK6745 AK6745.The orthometric height was determined by differential leveling AK6745.and adjusted by the National Geodetic Survey in April 2004. AK6745 AK6745.The Laplace correction was computed from DEFLEC99 derived deflections. AK6745 AK6745.The geoid height was determined by GEOID03. AK6745 AK6745.The dynamic height is computed by dividing the NAVD 88 AK6745.geopotential number by the normal gravity value computed on the AK6745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK6745.degrees latitude (g = 980.6199 gals.). AK6745 AK6745.The modeled gravity was interpolated from observed gravity values. AK6745 AK6745; North East Units Scale Factor Converg. AK6745;SPC FL E - 429,928.853 182,797.585 MT 0.99994483 -0 04 58.3 AK6745;UTM 17 - 3,120,914.145 482,803.454 MT 0.99960365 -0 04 58.3 AK6745 AK6745! - Elev Factor x Scale Factor = Combined Factor AK6745!SPC FL E - 1.00000043 x 0.99994483 = 0.99994526 AK6745!UTM 17 - 1.00000043 x 0.99960365 = 0.99960408 AK6745 AK6745 SUPERSEDED SURVEY CONTROL AK6745 AK6745 NAD 83(1986)- 28 12 50.18242(N) 081 10 30.90205(W) AD( ) 2 AK6745 NAD 27 - 28 12 49.13300(N) 081 10 31.66100(W) AD( ) 2 AK6745 NGVD 29 (07/19/86) 25.58 (m) 83.9 (f) LEVELING 3 AK6745 AK6745.Superseded values are not recommended for survey control. AK6745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK6745.See file dsdata.txt to determine how the superseded data were derived. AK6745 AK6745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM8280320914(NAD 83) AK6745_MARKER: DD = SURVEY DISK AK6745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK6745_SP_SET: TOP OF SQUARE CONCRETE MONUMENT AK6745_STAMPING: AP 30 AK6745_MARK LOGO: USGS AK6745_PROJECTION: FLUSH AK6745_MAGNETIC: N = NO MAGNETIC MATERIAL AK6745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK6745+STABILITY: SURFACE MOTION AK6745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK6745+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2002 AK6745 AK6745 HISTORY - Date Condition Report By AK6745 HISTORY - 1934 MONUMENTED FLGS AK6745 HISTORY - 1936 GOOD CGS AK6745 HISTORY - 1959 POOR FAA AK6745 HISTORY - 1981 POOR NGS AK6745 HISTORY - 19960410 GOOD USPSQD AK6745 HISTORY - 20010302 GOOD FLDEP AK6745 HISTORY - 20021122 GOOD FLDEP AK6745 HISTORY - 20050507 GOOD GEOCAC AK6745 AK6745 STATION DESCRIPTION AK6745 AK6745'DESCRIBED BY FLORIDA GEODETIC SURVEY 1934 AK6745'STATION IS A CONCRETE MONUMENT, WITH STANDARD BRASS CAP SET IN AK6745'TOP, PROJECTING 4 INCHES, LOCATED 7.8 MILES E ALONG STATE ROAD AK6745'24, FROM ST. CLOUD, 23 FEET S OF S EDGE OF ROAD 24, 2600 FEET AK6745'E OF POINT OF TANGENCY OF CURVE IN ROAD 24, 1.6 MILES E FROM AK6745'FILLING STATION AT ALLIGATOR LAKE. AK6745 AK6745 STATION RECOVERY (1936) AK6745 AK6745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JSB) AK6745'NO DESCRIPTION FURNISHED. THIS STATION IS LOCATED ABOUT 7.3 AK6745'MILES BY ROAD SE OF ST. CLOUD AND 7.8 MILES NW OF HOLOPAW, ON W AK6745'SIDE OF U.S. HIGHWAY 192. AK6745' AK6745'STATION MARK WHICH WAS RECOVERED IN GOOD CONDITION, CONSISTS OF AK6745'A STANDARD STATE SURVEY STATION MARK, IN THE TOP CENTER OF A 7- BY AK6745'7-INCH CONCRETE POST, PROJECTING 6 INCHES. IT IS 11 PACES W OF AK6745'CENTER LINE OF U.S. HIGHWAY 192, 3 FEET N OF A TELEPHONE POLE, AK6745'ON TOP OF THE ROAD CUT BANK, AND ABOUT 2 FEET ABOVE THE ROAD AK6745'LEVEL. AK6745' AK6745'THIS STATION IS 105 PACES SOUTHWARD OF POINT SELECTED FOR AK6745'TRIANGULATION STATION CONLIN AND TO BE CONNECTED BY TRAVERSE. AK6745 AK6745 STATION RECOVERY (1959) AK6745 AK6745'RECOVERY NOTE BY FEDERAL AVIATION ADMINISTRATION 1959 AK6745'STATION MONUMENT HAS BEEN EXPOSED TO IMPACT FROM SOME MACHINE AND AS AK6745'A RESULT IS INCLINED FROM NORMAL POSITION. THE CONCRETE IS CHIPPED. AK6745 AK6745 STATION RECOVERY (1981) AK6745 AK6745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN) AK6745'STATION MARK WAS RECOVERED AND FOUND SLIGHTLY TILTED. STATION SHOULD AK6745'BE USED WITH CAUTION. DUE TO CHANGES, A NEW DESCRIPTION FOLLOWS. AK6745' AK6745'STATION IS 7.4 MILES EAST ALONG U.S. HIGHWAY 192 FROM THE WATER TANK AK6745'IN SAINT CLOUD AND ON THE SOUTHWEST SIDE OF U.S. HIGHWAY 192. AK6745' AK6745'STATION MARK A STANDARD COAST AND GEODETIC AND STATE SURVEY DISK AK6745'STAMPED AP 30, IS SET IN THE TOP OF AN 8-INCH SQUARE MONUMENT THAT AK6745'PROJECTS 8-INCHES ABOVE THE GROUND SURFACE. IT IS 107.0 FEET AK6745'SOUTHEAST OF A POWER LINE POLE, 21.0 FEET SOUTHWEST OF THE SOUTHWEST AK6745'EDGE OF HIGHWAY AND 1.0 FOOT NORTHEAST OF THE FENCE LINE AND METAL AK6745'WITNESS POST. AK6745 AK6745 STATION RECOVERY (1996) AK6745 AK6745'RECOVERY NOTE BY US POWER SQUADRON 1996 AK6745'RECOVERED IN GOOD CONDITION. AK6745 AK6745 STATION RECOVERY (2001) AK6745 AK6745'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AK6745'THE MARK IS ABOUT 8.2 MI (13.2 KM) EAST OF ST. CLOUD, 8.2 MI (13.2 AK6745'KM) NORTHWEST OF HOLOPAW, IN SECTION 24, TOWNSHIP 26 SOUTH, RANGE 31 AK6745'EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 192, 441 AK6745'(13TH STREET) AND COUNTY ROAD 523 (VERMONT AVENUE, CANOE CREEK ROAD) AK6745'IN ST. CLOUD, GO EAST ON U.S. HIGHWAYS 192, 441 (13TH STREET, EAST AK6745'BROMSON HIGHWAY) FOR 3.0 MI (4.8 KM) TO THE JUNCTION OF STATE ROAD 15 AK6745'ON THE LEFT, CONTINUE EAST ON U.S. HIGHWAYS 192, 441 (EAST BRONSON AK6745'HIGHWAY) AND STATE ROAD 15 (SOUTH NARCOOSSEE ROAD) FOR 5.2 MI (8.4 KM) AK6745'TO THE MARK ON THE RIGHT, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE AK6745'MONUMENT FLUSH WITH THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF AK6745'U.S. HIGHWAY 192. THE MARK CAN ALSO BE REACHED FROM THE JUNCTION OF AK6745'U.S. HIGHWAY 441 (HOLOPAW ROAD) AND U.S. HIGHWAY 192 (EAST BRONSON AK6745'HIGHWAY, COUNTY ROAD 500) IN HOLOPAW, GO WEST ON U.S. HIGHWAY 192, 441 AK6745'(EAST BRONSON HIGHWAY, COUNTY ROAD 500) FOR 6.55 MI (10.54 KM) TO THE AK6745'JUNCTION OF HICKORY TREE ROAD (COUNTY ROAD 534) , CONTINUE NORTHWEST AK6745'ON U.S. HIGHWAYS 192, 441 (EAST BRONSON HIGHWAY) FOR 1.5 MI (2.4 KM) AK6745'TO THE MARK ON THE LEFT. LOCATED 104.0 FT (31.7 M) EAST OF POWER POLE AK6745'NUMBER 13841, 33.0 FT (10.1 M) SOUTH OF THE CENTERLINE OF U.S. AK6745'HIGHWAY 192 AND 0.9 FT (27.4 CM) NORTH OF A METAL WITNESS POST. AK6745 AK6745 STATION RECOVERY (2002) AK6745 AK6745'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM) AK6745'RECOVERED IN GOOD CONDITION. AK6745 AK6745 STATION RECOVERY (2005) AK6745 AK6745'RECOVERY NOTE BY GEOCACHING 2005 (MAG) AK6745'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AK6747 *********************************************************************** AK6747 DESIGNATION - BRICK AK6747 PID - AK6747 AK6747 STATE/COUNTY- FL/OSCEOLA AK6747 USGS QUAD - ASHTON (1981) AK6747 AK6747 *CURRENT SURVEY CONTROL AK6747 ___________________________________________________________________ AK6747* NAD 83(1990)- 28 10 25.40525(N) 081 13 15.17474(W) ADJUSTED AK6747* NAVD 88 - 22.039 (meters) 72.31 (feet) ADJUSTED AK6747 ___________________________________________________________________ AK6747 LAPLACE CORR- -1.07 (seconds) DEFLEC99 AK6747 GEOID HEIGHT- -27.91 (meters) GEOID03 AK6747 DYNAMIC HT - 22.006 (meters) 72.20 (feet) COMP AK6747 MODELED GRAV- 979,154.8 (mgal) NAVD 88 AK6747 AK6747 HORZ ORDER - FIRST AK6747 VERT ORDER - SECOND CLASS I AK6747 AK6747.The horizontal coordinates were established by classical geodetic methods AK6747.and adjusted by the National Geodetic Survey in May 1991. AK6747 AK6747.The orthometric height was determined by differential leveling AK6747.and adjusted by the National Geodetic Survey in September 2004. AK6747 AK6747.The Laplace correction was computed from DEFLEC99 derived deflections. AK6747 AK6747.The geoid height was determined by GEOID03. AK6747 AK6747.The dynamic height is computed by dividing the NAVD 88 AK6747.geopotential number by the normal gravity value computed on the AK6747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK6747.degrees latitude (g = 980.6199 gals.). AK6747 AK6747.The modeled gravity was interpolated from observed gravity values. AK6747 AK6747; North East Units Scale Factor Converg. AK6747;SPC FL E - 425,479.800 178,309.836 MT 0.99994698 -0 06 15.4 AK6747;UTM 17 - 3,116,466.610 478,317.236 MT 0.99960580 -0 06 15.4 AK6747 AK6747! - Elev Factor x Scale Factor = Combined Factor AK6747!SPC FL E - 1.00000092 x 0.99994698 = 0.99994790 AK6747!UTM 17 - 1.00000092 x 0.99960580 = 0.99960672 AK6747 AK6747: Primary Azimuth Mark Grid Az AK6747:SPC FL E - BRICK AZ MK 270 30 53.2 AK6747:UTM 17 - BRICK AZ MK 270 30 53.2 AK6747 AK6747|---------------------------------------------------------------------| AK6747| PID Reference Object Distance Geod. Az | AK6747| dddmmss.s | AK6747| CW6770 BRICK RM 1 29.917 METERS 05000 | AK6747| AK6748 ST CLOUD MICROWAVE MAST APPROX. 5.7 KM 0711800.3 | AK6747| CW6769 BRICK AZ MK 2702437.8 | AK6747| CW6771 BRICK RM 2 23.146 METERS 32434 | AK6747|---------------------------------------------------------------------| AK6747 AK6747 SUPERSEDED SURVEY CONTROL AK6747 AK6747 NAD 83(1986)- 28 10 25.41228(N) 081 13 15.18954(W) AD( ) 1 AK6747 NAD 27 - 28 10 24.35962(N) 081 13 15.94380(W) AD( ) 1 AK6747 NGVD 29 (07/19/86) 22.2 (m) 73. (f) VERT ANG AK6747 AK6747.Superseded values are not recommended for survey control. AK6747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK6747.See file dsdata.txt to determine how the superseded data were derived. AK6747 AK6747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM7831716467(NAD 83) AK6747_MARKER: DS = TRIANGULATION STATION DISK AK6747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK6747_STAMPING: BRICK 1960 AK6747_MARK LOGO: CGS AK6747_PROJECTION: PROJECTING 15 CENTIMETERS AK6747_MAGNETIC: N = NO MAGNETIC MATERIAL AK6747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK6747+STABILITY: SURFACE MOTION AK6747_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AK6747+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2005 AK6747 AK6747 HISTORY - Date Condition Report By AK6747 HISTORY - 1960 MONUMENTED CGS AK6747 HISTORY - 20021124 GOOD FLDEP AK6747 HISTORY - 20050122 GOOD GEOCAC AK6747 AK6747 STATION DESCRIPTION AK6747 AK6747'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM) AK6747'THE STATION IS ABOUT 9 MILES NORTHWEST OF HOLOPAW, 6 MILES AK6747'SOUTHEAST OF ST. CLOUD, AND 1-1/2 MILES NORTHWEST OF THE AK6747'NORTHWEST CORNER OF BRICK LAKE IN THE NW 1/4 OF SEC. 4, AK6747'T. 27 S., R. 31 E., ON ROAD RIGHT-OF-WAY. IT IS 131 FEET AK6747'EAST OF A CEMENT RIGHT-OF-WAY POST, 32 FEET SOUTH OF THE AK6747'CENTERLINE OF A PAVED ROAD, 33 FEET NORTHWEST OF A 12 INCH AK6747'PINE TREE, AND 105 FEET WEST OF A WITNESS POST. THE AK6747'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED BRICK 1960. AK6747' AK6747'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS AK6747'192 AND 441 IN HOLOPAW, GO NORTHWEST ON HIGHWAY 192 AND 441 AK6747'FOR 6.45 MILES TO THE JUNCTION OF STATE HIGHWAY S-534. TURN AK6747'LEFT AND GO WEST, SOUTH AND WEST ON HIGHWAY S-534 FOR 4.85 AK6747'MILES TO THE STATION ON THE LEFT. AK6747' AK6747'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON AK6747'STATE HIGHWAY S-534 FOR 0.8 MILE TO THE MARK ON THE RIGHT. AK6747' AK6747'REFERENCE MARK 1 IS 31 FEET NORTH OF THE CENTERLINE AK6747'OF A PAVED ROAD, 25 FEET SOUTHWEST OF A 6 INCH OAK TREE, AK6747'AND 1 FOOT SOUTH OF A WIRE FENCE. THE MONUMENT PROJECTS AK6747'3 INCHES AND THE DISK IS STAMPED BRICK NO 1 1960. AK6747' AK6747'REFERENCE MARK 2 IS 87 FEET EAST OF A CEMENT AK6747'RIGHT-OF-WAY POST, 31 FEET NORTH OF THE CENTERLINE OF THE AK6747'PAVED ROAD, AND 1 FOOT SOUTH OF A WIRE FENCE. THE MONUMENT AK6747'PROJECTS 6 INCHES AND THE DISK IS STAMPED BRICK NO 2 1960. AK6747' AK6747'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTERLINE AK6747'OF A PAVED ROAD, 2 FEET SOUTHWEST OF A WEST GATE POST, AK6747'2 FEET SOUTH OF A WIRE FENCE, AND 1 FOOT EAST OF A AK6747'WITNESS POST. THE MONUMENT PROJECTS 2 INCHES AND THE AK6747'DISK IS STAMPED BRICK 1960. AK6747' AK6747'HEIGHT OF LIGHT ABOVE STATION MARK 33.92 METERS. AK6747 AK6747 STATION RECOVERY (2002) AK6747 AK6747'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM) AK6747'THE MARK IS ABOUT 7.0 MI SOUTHEAST OF ST. CLOUD, 10.0 MI NORTHWEST OF AK6747'HOLOPAW, IN SECTION 4, TOWNSHIP 27 SOUTH, RANGE 31 EAST. AK6747' AK6747'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 441 (HOLOPAW ROAD) AK6747'AND U.S. HIGHWAY 192 (EAST BRONSON HIGHWAY, STATE ROAD 15, COUNTY AK6747'ROAD 500) IN HOLOPAW, GO WEST ON U.S. HIGHWAY 192, 441 (EAST BRONSON AK6747'HIGHWAY, STATE ROAD 15, COUNTY ROAD 500) FOR 6.55 MI TO THE JUNCTION AK6747'OF HICKORY TREE ROAD (COUNTY ROAD 534), TURN LEFT ON HICKORY TREE AK6747'ROAD (COUNTY ROAD 534) AND GO WEST FOR 4.95 MI TO THE MARK ON THE AK6747'LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 0.6 FT AK6747'ABOVE THE LEVEL OF THE GROUND AND ABOVE THE LEVEL HICKORY TREE ROAD. AK6747' AK6747'LOCATED 140.0 FT EAST OF A 55 MPH SPEED LIMIT SIGN, 130.5 FT EAST OF A AK6747'RIGHT-OF-WAY MARKER, 94.5 FT WEST OF POWER POLE NUMBER 6-23902, 76.0 AK6747'FT SOUTHEAST OF BRICK NO 2 1960, 32.0 FT SOUTH OF THE CENTERLINE OF AK6747'HICKORY TREE ROAD AND 1.3 FT SOUTH OF A METAL WITNESS POST. AK6747 AK6747 STATION RECOVERY (2005) AK6747 AK6747'RECOVERY NOTE BY GEOCACHING 2005 (MAG) AK6747'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AK2004 *********************************************************************** AK2004 DESIGNATION - C 17 AK2004 PID - AK2004 AK2004 STATE/COUNTY- FL/OSCEOLA AK2004 USGS QUAD - KISSIMMEE (1987) AK2004 AK2004 *CURRENT SURVEY CONTROL AK2004 ___________________________________________________________________ AK2004* NAD 83(1986)- 28 17 39. (N) 081 24 26. (W) SCALED AK2004* NAVD 88 - 20.616 (meters) 67.64 (feet) ADJUSTED AK2004 ___________________________________________________________________ AK2004 GEOID HEIGHT- -27.79 (meters) GEOID03 AK2004 DYNAMIC HT - 20.585 (meters) 67.54 (feet) COMP AK2004 MODELED GRAV- 979,164.5 (mgal) NAVD 88 AK2004 AK2004 VERT ORDER - FIRST CLASS II AK2004 AK2004.The horizontal coordinates were scaled from a topographic map and have AK2004.an estimated accuracy of +/- 6 seconds. AK2004 AK2004.The orthometric height was determined by differential leveling AK2004.and adjusted by the National Geodetic Survey in June 1991. AK2004.WARNING-Repeat measurements at this control monument indicate possible AK2004.vertical movement. AK2004 AK2004.The geoid height was determined by GEOID03. AK2004 AK2004.The dynamic height is computed by dividing the NAVD 88 AK2004.geopotential number by the normal gravity value computed on the AK2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2004.degrees latitude (g = 980.6199 gals.). AK2004 AK2004.The modeled gravity was interpolated from observed gravity values. AK2004 AK2004; North East Units Estimated Accuracy AK2004;SPC FL E - 438,870. 160,060. MT (+/- 180 meters Scaled) AK2004 AK2004 SUPERSEDED SURVEY CONTROL AK2004 AK2004 NGVD 29 (09/01/92) 20.909 (m) 68.60 (f) ADJUSTED 1 2 AK2004 AK2004.Superseded values are not recommended for survey control. AK2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2004.See file dsdata.txt to determine how the superseded data were derived. AK2004 AK2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM600298(NAD 83) AK2004_MARKER: DB = BENCH MARK DISK AK2004_SETTING: 36 = SET IN A MASSIVE STRUCTURE AK2004_SP_SET: BUILDING AK2004_STAMPING: 68.451 C 17 1933 AK2004_MARK LOGO: CGS AK2004_MAGNETIC: N = NO MAGNETIC MATERIAL AK2004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK2004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AK2004+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2005 AK2004 AK2004 HISTORY - Date Condition Report By AK2004 HISTORY - 1933 MONUMENTED CGS AK2004 HISTORY - 1950 GOOD NGS AK2004 HISTORY - 1978 GOOD NGS AK2004 HISTORY - 1985 GOOD FLDNR AK2004 HISTORY - 1989 MARK NOT FOUND USPSQD AK2004 HISTORY - 19990219 GOOD USPSQD AK2004 HISTORY - 20010628 GOOD FLDEP AK2004 HISTORY - 20021227 GOOD USPSQD AK2004 HISTORY - 20050123 GOOD GEOCAC AK2004 AK2004 STATION DESCRIPTION AK2004 AK2004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950 AK2004'AT KISSIMMEE. AK2004'AT KISSIMMEE, OSCEOLA COUNTY, AT THE SOUTH CORNER OF THE INTERSECTION AK2004'OF MONUMENT AVENUE AND CHURCH STREET, IN THE FRONT WALL OF THE AK2004'POST OFFICE, 7 INCHES FROM THE NORTHEAST CORNER, IN THE SECOND COURSE AK2004'OF CONCRETE BLOCKS, AND ABOUT 20 INCHES ABOVE THE GROUND. A AK2004'STANDARD DISK, STAMPED 68.451 C 17 1933 AND SET VERTICALLY. AK2004 AK2004 STATION RECOVERY (1978) AK2004 AK2004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AK2004'RECOVERED IN GOOD CONDITION. AK2004 AK2004 STATION RECOVERY (1985) AK2004 AK2004'RECOVERY NOTE BY FL DEPT OF NAT RES 1985 AK2004'AT KISSIMMER, AT THE SOUTH CORNER OF THE INTERSECTION OF MONUMENT AK2004'AVENUE AND CHURCH STREET, IN FRONT WALL OF THE MONUMENT BLDG. AK2004'FORMERLY THE OLD POST OFFICE, IS 7 INCHES WEST OF OLD NORTHEAST AK2004'CORNER-NOW IN THE MIDDLE OF OLD, IN THE SECOND COURSE OF CONCRETE AK2004'BLOCKS, AND ABOVE T 20 INCHES ABOVE THE GROUND. AK2004 AK2004 STATION RECOVERY (1989) AK2004 AK2004'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE) AK2004'MARK NOT FOUND. AK2004 AK2004 STATION RECOVERY (1999) AK2004 AK2004'RECOVERY NOTE BY US POWER SQUADRON 1999 AK2004'RECOVERED IN GOOD CONDITION. AK2004 AK2004 STATION RECOVERY (2001) AK2004 AK2004'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (RH) AK2004'RECOVERED IN GOOD CONDITION WITH ADDITIONS -- LOCATED 78.2 FT AK2004'SOUTH-SOUTHEAST OF THE AK2004'SOUTHEAST CURB OF CHURCH STREET, 56.1 FT SOUTH-SOUTHEAST OF THE AK2004'NORTHWEST CORNER OF AK2004'THE MONUMENT BUILDING, 55.7 FT NORTH-NORTHEAST OF THE SOUTHEAST CORNER AK2004'OF THE AK2004'MONUMENT BUILDING AND 23.3 FT WEST-SOUTHWEST OF THE SOUTHWEST CORNER AK2004'OF THE CURB AK2004'OF MONUMENT AVENUE. (ADDRESS IS 22 WEST MONUMENT AVENUE). AK2004' AK2004' AK2004' AK2004 AK2004 STATION RECOVERY (2002) AK2004 AK2004'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM) AK2004'RECOVERED IN GOOD CONDITION. AK2004 AK2004 STATION RECOVERY (2005) AK2004 AK2004'RECOVERY NOTE BY GEOCACHING 2005 (MAG) AK2004'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AF6134 *********************************************************************** AF6134 HT_MOD - This is a Height Modernization Survey Station. AF6134 CBN - This is a Cooperative Base Network Control Station. AF6134 DESIGNATION - COON AF6134 PID - AF6134 AF6134 STATE/COUNTY- FL/OSCEOLA AF6134 USGS QUAD - LAKE MARIAN SE (1972) AF6134 AF6134 *CURRENT SURVEY CONTROL AF6134 ___________________________________________________________________ AF6134* NAD 83(1999)- 27 45 12.40280(N) 081 04 30.16400(W) ADJUSTED AF6134* NAVD 88 - 21.30 (meters) 69.9 (feet) GPS OBS AF6134 ___________________________________________________________________ AF6134 X - 876,310.551 (meters) COMP AF6134 Y - -5,580,100.647 (meters) COMP AF6134 Z - 2,952,350.845 (meters) COMP AF6134 LAPLACE CORR- -0.27 (seconds) DEFLEC99 AF6134 ELLIP HEIGHT- -5.38 (meters) (05/31/01) GPS OBS AF6134 GEOID HEIGHT- -26.64 (meters) GEOID03 AF6134 DYNAMIC HT - 21.27 (meters) 69.8 (feet) COMP AF6134 MODELED GRAV- 979,178.5 (mgal) NAVD 88 AF6134 AF6134 HORZ ORDER - B AF6134 VERT ORDER - THIRD (See Below) AF6134 ELLP ORDER - FIFTH CLASS I AF6134 AF6134.The horizontal coordinates were established by GPS observations AF6134.and adjusted by the National Geodetic Survey in May 2001. AF6134 AF6134.The orthometric height was determined by GPS observations and a AF6134.high-resolution geoid model using precise GPS observation and AF6134.processing techniques. It supersedes the leveled height previously AF6134.determined for this station. AF6134.The vertical order pertains to the first NAVD 88 superseded value. AF6134 AF6134.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF6134 AF6134.The Laplace correction was computed from DEFLEC99 derived deflections. AF6134 AF6134.The ellipsoidal height was determined by GPS observations AF6134.and is referenced to NAD 83. AF6134 AF6134.The geoid height was determined by GEOID03. AF6134 AF6134.The dynamic height is computed by dividing the NAVD 88 AF6134.geopotential number by the normal gravity value computed on the AF6134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6134.degrees latitude (g = 980.6199 gals.). AF6134 AF6134.The modeled gravity was interpolated from observed gravity values. AF6134 AF6134; North East Units Scale Factor Converg. AF6134;SPC FL E - 378,890.273 192,602.080 MT 0.99994185 -0 02 05.8 AF6134;UTM 17 - 3,069,892.979 492,604.604 MT 0.99960068 -0 02 05.8 AF6134 AF6134! - Elev Factor x Scale Factor = Combined Factor AF6134!SPC FL E - 1.00000085 x 0.99994185 = 0.99994270 AF6134!UTM 17 - 1.00000085 x 0.99960068 = 0.99960152 AF6134 AF6134: Primary Azimuth Mark Grid Az AF6134:SPC FL E - M 197 297 46 55.1 AF6134:UTM 17 - M 197 297 46 55.1 AF6134 AF6134|---------------------------------------------------------------------| AF6134| PID Reference Object Distance Geod. Az | AF6134| dddmmss.s | AF6134| AF6136 COON RM 1 41.325 METERS 12146 | AF6134| CW7009 COON AZ MK 2 1782810.8 | AF6134| AF6137 COON RM 2 42.987 METERS 25304 | AF6134| CW7008 COON AZ MK 358.500 METERS 29353 | AF6134| AF6132 M 197 2974449.3 | AF6134| AF6778 COON RM 4 25.486 METERS 29941 | AF6134| AF6138 COON RM 3 26.719 METERS 31712 | AF6134| AF6139 L 197 35.627 METERS 32419 | AF6134| AF6140 BC 4 SAN 2 35.298 METERS 32439 | AF6134|---------------------------------------------------------------------| AF6134 AF6134 SUPERSEDED SURVEY CONTROL AF6134 AF6134 NAD 83(1990)- 27 45 12.40198(N) 081 04 30.16367(W) AD( ) B AF6134 ELLIP H (09/13/90) -5.34 (m) GP( ) 4 1 AF6134 NAD 83(1986)- 27 45 12.40832(N) 081 04 30.17964(W) AD( ) 1 AF6134 NAD 27 - 27 45 11.30415(N) 081 04 30.94502(W) AD( ) 1 AF6134 NAVD 88 (06/15/91) 21.232 (m) 69.66 (f) ADJUSTED 2 1 AF6134 NGVD 29 (??/??/92) 21.598 (m) 70.86 (f) ADJ UNCH 2 0 AF6134 AF6134.Superseded values are not recommended for survey control. AF6134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6134.See file dsdata.txt to determine how the superseded data were derived. AF6134 AF6134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML9260569893(NAD 83) AF6134_MARKER: DS = TRIANGULATION STATION DISK AF6134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6134_SP_SET: CONCRETE POST AF6134_STAMPING: COON 1936 AF6134_MARK LOGO: CGS AF6134_PROJECTION: PROJECTING 5 CENTIMETERS AF6134_MAGNETIC: N = NO MAGNETIC MATERIAL AF6134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6134+STABILITY: SURFACE MOTION AF6134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF6134+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003 AF6134 AF6134 HISTORY - Date Condition Report By AF6134 HISTORY - 1936 MONUMENTED CGS AF6134 HISTORY - 1960 GOOD CGS AF6134 HISTORY - 1960 GOOD CGS AF6134 HISTORY - 1960 GOOD NGS AF6134 HISTORY - 1963 GOOD NGS AF6134 HISTORY - 1979 GOOD NGS AF6134 HISTORY - 19890217 GOOD NGS AF6134 HISTORY - 19910501 GOOD KEISCH AF6134 HISTORY - 19920901 GOOD HEIDT AF6134 HISTORY - 19930217 GOOD NGS AF6134 HISTORY - 19950109 GOOD ADRGS AF6134 HISTORY - 19981128 GOOD DENI AF6134 HISTORY - 20000106 GOOD FLDEP AF6134 HISTORY - 20030403 GOOD FLDEP AF6134 HISTORY - 20050120 GOOD INDIV AF6134 AF6134 STATION DESCRIPTION AF6134 AF6134'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (EBL) AF6134'STATION IS ABOUT 13.4 MILES BY ROAD SW OF KENANSVILLE, 43 MILES AF6134'N BY W OF OKEECHOBEE, 11.0 MILES WESTWARD OF THE CROSSROADS AF6134'JUNCTION OF STATE HIGHWAYS 29 AND 30, 0.1 MILE W OF GATEWAY TO AF6134'COON HAMMOCK, AND OPPOSITE A CURVE SIGN, WHICH STANDS ON THE S AF6134'SIDE OF ROADWAY. IT IS ON THE N SIDE OF THE ROAD, IN OPEN AF6134'GRASSLAND AND, 51 FEET N OF THE CENTER LINE OF ROAD. MARK AF6134'PROJECTS 6 INCHES. AF6134' AF6134'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD AF6134'BRONZE DISKS SET IN CONCRETE. AF6134' AF6134'REFERENCE MARK NO. 1 IS ESE OF THE STATION, 44 FEET N OF THE AF6134'CENTER LINE OF THE ROAD. MARK PROJECTS 6 INCHES. AF6134' AF6134'REFERENCE MARK NO. 2 IS WSW OF THE STATION, 51 FEET S OF THE AF6134'CENTER LINE OF THE ROAD, AND 1/2 FOOT N OF FENCE LINE. MARK AF6134'PROJECTS 2 INCHES. AF6134' AF6134'AZIMUTH MARK IS W OF THE STATION, 50 FEET S OF THE CENTER LINE AF6134'OF THE ROAD, AND 2 FEET N OF FENCE LINE. MARK PROJECTS 2 INCHES. AF6134' AF6134'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 29 AND 30, WHICH AF6134'IS ABOUT 32.0 MILES N OF OKEECHOBEE, GO WESTWARD ON STATE HIGHWAY AF6134'30 FOR 11.0 MILES TO THE STATION ON RIGHT. AF6134' AF6134'ALL LIGHTS COME INTO VIEW AT 50 FEET. AF6134' AF6134'HEIGHT OF LIGHT ABOVE STATION MARK 34.7 METERS. AF6134 AF6134 STATION RECOVERY (1960) AF6134 AF6134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW) AF6134'THIS STATION WAS RECOVERED IN AUGUST 1960. THE STATION, R.M. 1 AF6134'AND R.M. 2 WERE FOUND IN GOOD CONDITION. AF6134' AF6134'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED. AF6134' AF6134'THE STATION IS LOCATED 33.3 MILES EAST OF LAKE WALES, ALONG AF6134'STATE HIGHWAY 60, 7.9 MILES EAST OF THE EAST END OF THE HIGHWAY AF6134'BRIDGE OVER THE KISSIMMEE RIVER, 52 FT. NORTH NORTHEAST OF THE AF6134'CENTER LINE OF THE HIGHWAY, 47 FT. SOUTH SOUTHWEST OF THE FENCE AF6134'AROUND A U.S. GOVERNMENT COMMUNICATIONS STATION, 18 FT. EAST AF6134'SOUTHEAST OF POWER POLE 17-294, 40 FT. WEST OF THE CENTER LINE AF6134'OF A PRIVATE DIRT ROAD LEADING NORTH, 30 FT. WEST NORTHWEST OF AF6134'THE WEST END OF A WIRE GATE, 2.1 FT. NORTH OF A FENCE 1.6 FT. AF6134'NORTH OF A STEEL WITNESS POST, A TRIANGULATION STATION DISK AF6134'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 0.3 FT. AF6134'ABOVE THE GROUND, STAMPED COON 1936. AF6134' AF6134'R.M. 1 IS 136.62 FT. OR 41.643 METERS EAST SOUTHEAST OF THE AF6134'STATION, 45 FT. NORTH NORTHEAST OF THE CENTER LINE OF THE AF6134'HIGHWAY, 92 FT. EAST SOUTHEAST OF THE CENTER LINE OF THE DIRT AF6134'ROAD LEADING NORTH, 81 FT. EAST SOUTHEAST OF THE EAST END OF THE AF6134'WIRE GATE, 4.5 FT. SOUTH SOUTHWEST OF A FENCE, 1.3 FT. WEST OF AF6134'A STEEL WITNESS POST, A REFERENCE MARK DISK SET IN THE TOP OF A AF6134'SQUARE CONCRETE POST WHICH PROJECTS 0.2 FT. ABOVE THE GROUND, AF6134'STAMPED COON NO 2 1936. AF6134' AF6134'R.M. 2 IS 141.03 FT. OR 42.987 METERS SOUTH SOUTHWEST OF THE AF6134'STATION, 48.5 FT. SOUTH SOUTHWEST OF THE CENTER LINE OF THE AF6134'HIGHWAY, 144 FT. WEST OF THE EXTENDED CENTER LINE OF THE DIRT AF6134'ROAD LEADING NORTH, 6 FT. NORTH OF A FENCE, 1.0 FT. WEST OF A AF6134'STEEL WITNESS POST, A REFERENCE MARK DISK SET IN THE TOP OF A AF6134'SQUARE CONCRETE POST WHICH PROJECTS 0.2 FT. ABOVE THE GROUND, AF6134'STAMPED COON NO 1 1936. AF6134' AF6134'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27A AND AF6134'STATE HIGHWAY 60 AT LAKE WALES GO 33.3 MILES EAST ALONG STATE AF6134'HIGHWAY 60 TO A U.S. GOVERNMENT COMMUNICATIONS STATION AND THE AF6134'STATION ON THE LEFT. AF6134' AF6134'NOTE--THE STEEL WITNESS POSTS WERE SET AT THIS TIME. AF6134 AF6134 STATION RECOVERY (1960) AF6134 AF6134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GWM) AF6134'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE AF6134'RECOVERED IN GOOD CONDITION. THE AZIMUTH MARK WAS SEARCHED FOR AF6134'BUT NOT LOCATED. THE REFERENCE MEASUREMENTS TO THE MARKS AF6134'CHECKED. THE DIRECTION TO REFERENCE MARK 1 CHECKED BUT THE AF6134'DISTANCE WAS FOUND TO BE 1.05 FEET SMALLER THAN PREVIOUSLY AF6134'MEASURED. THE DISTANCE AND DIRECTION TO REFERENCE MARK 2 AF6134'CHECKED. A TOWER COULD NOT BE BUILT OVER THE STATION* SO A AF6134'REFERENCE MARK 3 WAS ESTABLISHED AND THE TOWER WAS BUILT OVER AF6134'IT. A TRAVERSE CONNECTION WAS MADE FROM THE STATION TO AF6134'REFERENCE MARK 3. BENCH MARK M 197 WAS USED AS AN AZIMUTH MARK. AF6134'A COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS. AF6134' AF6134'THE STATION IS ABOUT 43 MILES NORTHWEST OF VERO BEACH, AND 10 AF6134'MILES SOUTHWEST OF KENANSVILLE IN THE NE 1/4 OF SEC. 25, T. 31 AF6134'S., R. 32 E. ON THE PROPERTY OF MR. ALTO ADAMS OF FORT PIERCE, AF6134'FLORIDA. IT IS 52 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD, AF6134'40 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 17 FEET EAST OF A AF6134'POWER POLE, 2 FEET NORTH OF AN EAST-WEST FENCE, AND 1-1/2 FEET AF6134'NORTH OF A WITNESS POST. THE MONUMENT PROJECTS 3 INCHES AND AF6134'THE DISK IS STAMPED COON 1936. AF6134' AF6134'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 AND AF6134'STATE HIGHWAY 60 IN YEEHAW JUNCTION, GO WESTERLY ON HIGHWAY 60 AF6134'FOR 10.95 MILES TO STATION AND BC-4 SITE (U.S. GOVERNMENT AF6134'PROJECT) ON THE RIGHT. AF6134' AF6134'TO REACH BENCH MARK M 197 FROM THE STATION, GO WEST ON HIGHWAY AF6134'60 FOR 1.0 MILE TO THE MARK ON THE LEFT. AF6134' AF6134'REFERENCE MARK 1 IS 46 FEET NORTH OF THE CENTERLINE OF A PAVED AF6134'ROAD, AND 5 FEET SOUTH OF A WIRE FENCE. THE MONUMENT PROJECTS AF6134'3 INCHES AND THE DISK IS STAMPED COON NO 1 1936. AF6134' AF6134'REFERENCE MARK 2 IS 49 FEET SOUTH OF THE CENTERLINE OF THE PAVED AF6134'ROAD, AND 1 FOOT NORTH OF A WIRE FENCE. THE MONUMENT IS FLUSH AF6134'AND THE DISK IS STAMPED COON NO 2 1936. AF6134' AF6134'REFERENCE MARK 3 IS 80 FEET NORTH OF THE CENTERLINE OF THE PAVED AF6134'ROAD, 30 FEET NORTH OF A WIRE FENCE, 12 FEET SOUTH OF A WIRE AF6134'FENCE, AND 72 FEET NORTHWEST OF THE WITNESS POST. THE MONUMENT AF6134'PROJECTS 1 INCH AND THE DISK IS STAMPED COON NO 3 1960. AF6134' AF6134'BENCH MARK M 197 IS A STANDARD U.S. COAST AND GEODETIC SURVEY AF6134'BENCH MARK DISK STAMPED M 197 1960 SET IN A ROUND CONCRETE MARK AF6134'(12 INCHES IN DIAMETER) THAT PROJECTS 3 INCHES. THE MARK IS 48 AF6134'FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD, 12 FEET NORTHEAST AF6134'OF AN EAST GATEPOST, 8 FEET NORTH OF A WIRE FENCE, AND 2 FEET AF6134'NORTHWEST OF A WITNESS POST. AF6134' AF6134'*TOWER COULD NOT BE BUILT OVER STATION BECAUSE OF OVERHEAD AF6134'POWER LINES. AF6134 AF6134 STATION RECOVERY (1960) AF6134 AF6134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960 AF6134'42.8 MI W FROM VERO BEACH. AF6134'42.85 MILES WEST ALONG STATE HIGHWAY 60 FROM THE CROSSING OF AF6134'THE ATLANTIC COAST LINE RAILROAD AT VERO BEACH, ABOUT 10.9 AF6134'MILES NORTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 441 AT AF6134'YEEHAW JUNCTION, 3.1 MILES SOUTHEAST OF A 75-FOOT CONCRETE HIGHWAY AF6134'BRIDGE OVER BLANKET BAY SLOUGH, 0.1 MILE NORTHWEST OF THE AF6134'JUNCTION OF A DIRT ROAD LEADING SOUTHWEST, AT THE JUNCTION OF A AF6134'PRIVATE SAND ROAD LEADING NORTH ACROSS AN OPEN FIELD, 52 FEET AF6134'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET NORTHWEST AF6134'OF THE CENTER LINE OF PRIVATE SAND ROAD, 68 FEET NORTH OF THE AF6134'CENTER OF JUNCTION, 17 1/2 FEET SOUTHEAST OF A POWER LINE POLE AF6134'SUPPORTING A TRANSFORMER (POLE NO. 17-294 AND IS THE FIRST POLE AF6134'NORTHWEST OF THE PRIVATE ROAD), 55 1/2 FEET SOUTHWEST OF THE SOUTH AF6134'CORNER OF THE FENCE AROUND THE CAMERA PADS ON PROPERTY OF U.S. AF6134'GOVERNMENT, 2 FEET NORTHEAST OF HIGHWAY RIGHT-OF-WAY FENCE LINE, AF6134'1 1/2 FEET NORTHEAST OF A STEEL WITNESS POST, ABOUT 2 FEET AF6134'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE AF6134'POST PROJECTING 5 INCHES. STEEL WITNESS POST WAS SET NEARBY. AF6134 AF6134 STATION RECOVERY (1963) AF6134 AF6134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 AF6134'RECOVERED IN GOOD CONDITION. AF6134 AF6134 STATION RECOVERY (1979) AF6134 AF6134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN) AF6134'THE STATION MARK, REFERENCE MARK 2 AND 3 WERE RECOVERED AND FOUND IN AF6134'GOOD CONDITION. REFERENCE MARK 1 AND AZIMUTH MARK HAVE BEEN DESTROYED AF6134'BY ROAD CONSTRUCTION. AN AZIMUTH MARK AND REFERENCE MARK 4 WERE SET AF6134'AT THIS TIME. A POLARIS OBSERVATION WAS OBSERVED TO THE AZIMUTH AF6134'MARK. THE DISTANCE TO REFERENCE MARK 2 CHECKED. REFERENCE MARK 3 AF6134'WAS TIED AT THIS VISIT. DUE TO CHANGES, A COMPLETE NEW DESCRIPTION AF6134'FOLLOWS. AF6134' AF6134'STATION IS ABOUT 43.0 MILES NORTHWEST OF VERO BEACH, 10.95 MILES WEST AF6134'OF YEEHAW JUNCTION, 10.0 MILES SOUTHEAST OF KENANSVILLE AND ON AF6134'PROPERTY OF MR. BUD ADAMS, HIGHWAY 68, FORT PIERCE. AF6134' AF6134'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE AF6134'HIGHWAY 60 AT YEEHAW JUNCTION, GO WEST ON STATE HIGHWAY 60 FOR 10.85 AF6134'MILES TO A SHELL ROAD ON LEFT TO THE SOUTHWEST. (TO REACH THE AF6134'AZIMUTH MARK FROM HERE, GO SOUTHWEST ON SHELL ROAD FOR 0.2 MILE TO AF6134'THE MARK ON RIGHT). CONTINUE NORTHWEST ON STATE HIGHWAY 60 FOR 0.1 AF6134'MILE TO THE STATION ON RIGHT AT GATE. AF6134' AF6134'STATION MARKS ARE STANDARD DISKS STAMPED COON 1936. THE SURFACE MARK AF6134'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS AF6134'4-INCHES ABOVE THE GROUND. IT IS 52.5 FEET NORTHEAST OF CENTER OF AF6134'STATE HIGHWAY 60, 50.5 FEET NORTHWEST OF A LONE PALMETTO TREE, 38.5 AF6134'FEET NORTHWEST OF THE CENTER OF A GATE TO FIELD, 18.0 FEET SOUTHEAST AF6134'OF POWER POLE 17-294 AND 2.0 FEET NORTHEAST OF A BARB WIRE FENCE AND AF6134'METAL WITNESS POST. THE UNDERGROUND DISK IS SET IN TOP OF AN AF6134'IRREGULAR MASS OF CONCRETE. AF6134' AF6134'REFERENCE MARK 2 A STANDARD DISK STAMPED COON NO 2 1936, IS SET IN AF6134'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 4-INCHES BELOW AF6134'THE GROUND SURFACE. IT IS 49.0 FEET SOUTHWEST OF THE CENTER OF STATE AF6134'HIGHWAY 60 AND 5.0 FEET NORTHEAST OF FENCE AND METAL WITNESS POST. AF6134' AF6134'REFERENCE MARK 3 A STANDARD DISK STAMPED COON NO 3 1936, IS SET IN AF6134'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 2-INCHES BELOW AF6134'THE GROUND SURFACE. IT IS 137.0 FEET NORTHWEST OF THE PALMETTO TREE, AF6134'80.0 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 60, 30.0 FEET AF6134'NORTHEAST OF THE WIRE FENCE, 72.0 FEET NORTHWEST OF POWER LINE POLE AF6134'17-294, 126.0 FEET NORTHWEST OF THE GATE AND 31.5 FEET AF6134'SOUTH-SOUTHEAST OF THE WEST CORNER OF THE CONCRETE PAD. AF6134' AF6134'REFERENCE MARK 4 A STANDARD DISK STAMPED COON 1936 NO 4 1979, IS SET AF6134'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH AF6134'WITH THE GROUND. IT IS 66.5 FEET NORTHWEST OF THE POWER POLE 17-294, AF6134'54.0 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 60, 50.0 FEET AF6134'SOUTH OF THE WEST CORNER OF CONCRETE PAD AND 3.5 FEET NORTHEAST OF AF6134'THE FENCE AND METAL WITNESS POST. AF6134' AF6134'AZIMUTH MARK A STANDARD DISK STAMPED COON 1936 1979, IS SET IN THE AF6134'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH WITH THE AF6134'GROUND SURFACE. IT IS 31.0 FEET NORTHWEST OF THE CENTER OF ROAD, 3.0 AF6134'FEET NORTH OF POWER LINE POLE 3, 2.0 FEET SOUTHEAST OF A BARB WIRE AF6134'FENCE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST AND MARK IS AT 3RD AF6134'POWER LINE POLE SOUTHWEST OF STATE HIGHWAY 60. AF6134 AF6134 STATION RECOVERY (1989) AF6134 AF6134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 AF6134'THE STATION IS LOCATED ABOUT 69.2 KM (43.00 MI) NORTHWEST OF VERO AF6134'BEACH, 17.7 KM (11.00 MI) WEST OF YEEHAW JUNCTION, 16.1 KM (10.00 MI) AF6134'SOUTHEAST OF KENANSVILLE. OWNERSHIP--MR. BUD ADAMS, PHONE AF6134'407-465-3510. AF6134'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE AF6134'HIGHWAY 60 AT YEEHAW JUNCTION, GO WEST FOR 17.46 KM (10.85 MI) ON AF6134'HIGHWAY 60 TO A SHELL ROAD LEFT, LEADING SOUTHWEST. CONTINUE AF6134'NORTHWEST FOR 0.16 KM (0.10 MI) ON HIGHWAY 60 TO THE STATION ON RIGHT AF6134'AT GATE. AF6134'THE STATION PROJECTS 10 CM ABOVE GROUND. LOCATED 16.0 M (52.5 FT) AF6134'NORTHEAST FROM THE APPROXIMATE CENTER OF HIGHWAY, 15.4 M (50.5 FT) AF6134'NORTHWEST FROM A LONE PALMETTO TREE, 11.7 M (38.4 FT) NORTHWEST FROM AF6134'THE CENTER OF A GATE TO FIELD, 5.5 M (18.0 FT) SOUTHEAST FROM UTILITY AF6134'POLE NUMBER 17-294 AND 0.6 M (2.0 FT) NORTHEAST FROM A BARBED WIRE AF6134'FENCE AND WITNESS POST. AF6134'DESCRIBED BY F.W. ROSSMANN. AF6134 AF6134 STATION RECOVERY (1991) AF6134 AF6134'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1991 AF6134'RECOVERED IN GOOD CONDITION. AF6134 AF6134 STATION RECOVERY (1992) AF6134 AF6134'RECOVERY NOTE BY HEIDT AND ASSOCIATES INCORPORATED 1992 AF6134'RECOVERED IN GOOD CONDITION. AF6134 AF6134 STATION RECOVERY (1993) AF6134 AF6134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 AF6134'THE STATION IS LOCATED ABOUT 69.2 KM (43.00 MI) NORTHWEST OF VERO AF6134'BEACH, 17.7 KM (11.00 MI) WEST OF YEEHAW JUNCTION, 16.1 KM AF6134'(10.00 MI) SOUTHEAST OF KENANSVILLE. OWNERSHIP--MR. BUD ADAMS, PHONE AF6134'407-465-3510. AF6134'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE AF6134'HIGHWAY 60 AT YEEHAW JUNCTION, GO WEST FOR 17.46 KM (10.85 MI) ON AF6134'HIGHWAY 60 TO A SHELL ROAD LEFT, LEADING SOUTHWEST. CONTINUE AF6134'NORTHWEST FOR 0.16 KM (0.10 MI) ON HIGHWAY 60 TO THE STATION ON RIGHT AF6134'AT GATE. AF6134'THE STATION PROJECTS 10 CM ABOVE GROUND. LOCATED 16.0 M (52.5 FT) AF6134'NORTHEAST FROM THE APPROXIMATE CENTER OF HIGHWAY, 15.4 M (50.5 FT) AF6134'NORTHWEST FROM A LONE PALMETTO TREE, 11.7 M (38.4 FT) NORTHWEST FROM AF6134'THE CENTER OF A GATE TO FIELD, 5.5 M (18.0 FT) SOUTHEAST FROM UTILITY AF6134'POLE NUMBER 17-294 AND 0.6 M (2.0 FT) NORTHEAST FROM A BARBED WIRE AF6134'FENCE AND WITNESS POST. AF6134 AF6134 STATION RECOVERY (1995) AF6134 AF6134'RECOVERY NOTE BY ADR GEODETIC SERVICES 1995 (BAW) AF6134'RECOVERED AS DESCRIBED. AF6134 AF6134 STATION RECOVERY (1998) AF6134 AF6134'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1998 (RLW) AF6134'RECOVERED AS DESCRIBED. AF6134 AF6134 STATION RECOVERY (2000) AF6134 AF6134'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM) AF6134'RECOVERED AS DESCRIBED. AF6134 AF6134 STATION RECOVERY (2003) AF6134 AF6134'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AF6134'RECOVERED AS DESCRIBED. AF6134' AF6134' AF6134' AF6134' AF6134' AF6134' AF6134 AF6134 STATION RECOVERY (2005) AF6134 AF6134'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 AF6134'RECOVERED AS DESCRIBED. RECOVERY NOTE BY COONER AND ASSOCIATES, INC. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AF6138 *********************************************************************** AF6138 DESIGNATION - COON RM 3 AF6138 PID - AF6138 AF6138 STATE/COUNTY- FL/OSCEOLA AF6138 USGS QUAD - LAKE MARIAN SE (1972) AF6138 AF6138 *CURRENT SURVEY CONTROL AF6138 ___________________________________________________________________ AF6138* NAD 83(1990)- 27 45 13.03878(N) 081 04 30.82666(W) ADJUSTED AF6138* NAVD 88 - 21.091 (meters) 69.20 (feet) ADJUSTED AF6138 ___________________________________________________________________ AF6138 LAPLACE CORR- -0.27 (seconds) DEFLEC99 AF6138 GEOID HEIGHT- -26.64 (meters) GEOID03 AF6138 DYNAMIC HT - 21.060 (meters) 69.09 (feet) COMP AF6138 MODELED GRAV- 979,178.5 (mgal) NAVD 88 AF6138 AF6138 HORZ ORDER - FIRST AF6138 VERT ORDER - SECOND CLASS 0 AF6138 AF6138.The horizontal coordinates were established by classical geodetic methods AF6138.and adjusted by the National Geodetic Survey in May 1991. AF6138 AF6138.The orthometric height was determined by differential leveling AF6138.and adjusted by the National Geodetic Survey in June 1991. AF6138 AF6138.The Laplace correction was computed from DEFLEC99 derived deflections. AF6138 AF6138.The geoid height was determined by GEOID03. AF6138 AF6138.The dynamic height is computed by dividing the NAVD 88 AF6138.geopotential number by the normal gravity value computed on the AF6138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6138.degrees latitude (g = 980.6199 gals.). AF6138 AF6138.The modeled gravity was interpolated from observed gravity values. AF6138 AF6138; North East Units Scale Factor Converg. AF6138;SPC FL E - 378,909.860 192,583.946 MT 0.99994186 -0 02 06.1 AF6138;UTM 17 - 3,069,912.559 492,586.477 MT 0.99960068 -0 02 06.1 AF6138 AF6138! - Elev Factor x Scale Factor = Combined Factor AF6138!SPC FL E - 1.00000087 x 0.99994186 = 0.99994273 AF6138!UTM 17 - 1.00000087 x 0.99960068 = 0.99960155 AF6138 AF6138: Primary Azimuth Mark Grid Az AF6138:SPC FL E - M 197 297 28 50.3 AF6138:UTM 17 - M 197 297 28 50.3 AF6138 AF6138|---------------------------------------------------------------------| AF6138| PID Reference Object Distance Geod. Az | AF6138| dddmmss.s | AF6138| AF6136 COON RM 1 67.465 METERS 12750 | AF6138| AF6134 COON 26.719 METERS 13712 | AF6138| CW7009 COON AZ MK 2 1755437.6 | AF6138| AF6778 COON RM 4 8.040 METERS 20945 | AF6138| AF6137 COON RM 2 39.477 METERS 21532 | AF6138| AF6132 M 197 2972644.2 | AF6138| AF6139 L 197 9.698 METERS 34417 | AF6138| AF6140 BC 4 SAN 2 9.463 METERS 34606 | AF6138|---------------------------------------------------------------------| AF6138 AF6138 SUPERSEDED SURVEY CONTROL AF6138 AF6138 NAD 83(1986)- 27 45 13.04519(N) 081 04 30.84259(W) AD( ) 1 AF6138 NAD 27 - 27 45 11.94110(N) 081 04 31.60781(W) AD( ) 1 AF6138 NGVD 29 (??/??/92) 21.457 (m) 70.40 (f) ADJ UNCH 2 0 AF6138 AF6138.Superseded values are not recommended for survey control. AF6138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6138.See file dsdata.txt to determine how the superseded data were derived. AF6138 AF6138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML9258669913(NAD 83) AF6138_MARKER: DR = REFERENCE MARK DISK AF6138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6138_SP_SET: SET IN TOP OF CONCRETE MONUMENT AF6138_STAMPING: COON NO 3 1936 AF6138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6138+STABILITY: SURFACE MOTION AF6138 AF6138 HISTORY - Date Condition Report By AF6138 HISTORY - 1960 MONUMENTED CGS AF6138 HISTORY - 1960 GOOD NGS AF6138 HISTORY - 1963 GOOD NGS AF6138 HISTORY - 1972 GOOD FLDT AF6138 HISTORY - 1979 SEE DESCRIPTION NGS AF6138 HISTORY - 1979 GOOD NGS AF6138 HISTORY - 20050120 GOOD INDIV AF6138 AF6138 STATION DESCRIPTION AF6138 AF6138'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM) AF6138'THE STATION IS ABOUT 43 MILES NORTHWEST OF VERO BEACH, AND 10 AF6138'MILES SOUTHWEST OF KENANSVILLE IN THE NE 1/4 OF SEC. 25, T. 31 AF6138'S., R. 32 E. ON THE PROPERTY OF MR. ALTO ADAMS OF FORT PIERCE, AF6138'FLORIDA. IT IS 80 FEET NORTH OF THE CENTERLINE OF A PAVED AF6138'ROAD, 30 FEET NORTH OF A WIRE FENCE, 12 FEET SOUTH OF A WIRE AF6138'FENCE, AND 72 FEET NORTHWEST OF A WITNESS POST. THE MONUMENT AF6138'PROJECTS 1 INCH AND THE DISK IS STAMPED COON NO 3 1960. AF6138' AF6138'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 AND AF6138'STATE HIGHWAY 60 IN YEEHAW JUNCTION, GO WESTERLY ON HIGHWAY 60 AF6138'FOR 10.95 MILES TO STATION AND B C-4 SITE (U.S. GOVERNMENT AF6138'PROJECT) ON THE RIGHT. AF6138' AF6138'TO REACH BENCH MARK M 197 FROM THE STATION, GO WEST ON HIGHWAY AF6138'60 FOR 1.0 MILE TO THE MARK ON THE LEFT. AF6138' AF6138'REFERENCE MARK 1 IS 46 FEET NORTH OF THE CENTERLINE OF A PAVED AF6138'ROAD, AND 5 FEET SOUTH OF A WIRE FENCE. THE MONUMENT PROJECTS 3 AF6138'INCHES AND THE DISK IS STAMPED COON NO 1 1936. AF6138' AF6138'REFERENCE MARK 2 IS 49 FEET SOUTH OF THE CENTERLINE OF THE AF6138'PAVED ROAD, AND 1 FOOT NORTH OF A WIRE FENCE. THE MONUMENT IS AF6138'FLUSH AND THE DISK IS STAMPED COON NO 2 1936. AF6138' AF6138'BC 4 SAN 2 IS A STANDARD U.S. COAST AND GEODETIC SURVEY TRAVERSE AF6138'STATION DISK STAMPED BC 4 SAN 2 1960 CEMENTED IN A DRILLED HOLE AF6138'IN CONCRETE. IT IS 5-1/2 FEET NORTH OF A SMALL ALUMINUM BUILDING. AF6138' AF6138'BENCH MARK L 197 IS A STANDARD U.S. COAST AND GEODETIC SURVEY AF6138'BENCH MARK DISK STAMPED L 197 1960 CEMENTED IN A DRILLED HOLE IN AF6138'CONCRETE UNDER THE CENTER OF A STEEL CAMERA STAND THAT PROJECTS AF6138'36 INCHES. AF6138' AF6138'BENCH MARK M 197 IS A STANDARD U.S. COAST AND GEODETIC SURVEY AF6138'BENCH MARK DISK STAMPED M 197 1960 SET IN A ROUND CONCRETE MARK AF6138'(12 INCHES IN DIAMETER) THAT PROJECTS 3 INCHES. THE MARK IS 48 AF6138'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 60, 12 FEET NORTHEAST OF AN AF6138'EAST GATEPOST, 8 FEET NORTH OF A WIRE FENCE, AND 2 FEET AF6138'NORTHWEST OF A WITNESS POST. AF6138' AF6138'COON 1936 IS 52 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD, AF6138'40 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 17 FEET EAST OF A AF6138'POWER POLE, 2 FEET NORTH OF AN EAST-WEST WIRE FENCE, AND 1-1/2 AF6138'FEET NORTH OF A WITNESS POST. THE MONUMENT PROJECTS 3 INCHES AF6138'AND THE DISK IS STAMPED COON 1936. AF6138' AF6138'HEIGHT OF LIGHT ABOVE STATION MARK 34.20 METERS. AF6138 AF6138 STATION RECOVERY (1960) AF6138 AF6138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960 AF6138'42.8 MI W FROM VERO BEACH. AF6138'42.85 MILES WEST ALONG STATE HIGHWAY 60 FROM THE CROSSING OF THE AF6138'ATLANTIC COAST LINE RAILROAD AT VERO BEACH, ABOUT 10.9 MILES AF6138'NORTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 441 AT YEEHAW AF6138'JUNCTION, 0.1 MILE NORTHWEST OF THE JUNCTION OF A DIRT RAD AF6138'LEADING SOUTHWEST, AT THE JUNCTION OF A PRIVATE SAND ROAD LEADING AF6138'NORTH, ABOUT 79 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AF6138'27 FEET NORTHEAST OF A WIRE RIGHT-OF-WAY FENCE LINE, 29 FEET SOUTH AF6138'SOUTHEAST OF BENCH MARK BC 4 SAN 2, DESCRIBED, ABOUT 2 FEET AF6138'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A CONCRETE AF6138'POST PROJECTING 1 INCH. AF6138 AF6138 STATION RECOVERY (1963) AF6138 AF6138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 AF6138'RECOVERED IN GOOD CONDITION. AF6138 AF6138 STATION RECOVERY (1972) AF6138 AF6138'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1972 AF6138'ALL MONUMENTS FOUND IN GOOD CONDITION AS DESCRIBED. AF6138 AF6138 STATION RECOVERY (1979) AF6138 AF6138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN) AF6138'STATION MARK, STATION COON 1936, REFERENCE MARK 2, BENCH MARK L 197 AF6138'AND TRAVERSE STATION BC 4 SAN 2 1960 WERE RECOVERED AND FOUND IN AF6138'GOOD CONDITION. REFERENCE MARK 1, BENCH MARK M 197 AND THE AZIMUTH AF6138'MARK WERE FOUND DESTROYED. THE DISTANCE TO REFERENCE MARK 2, BENCH AF6138'MARK L 197, BC 4 SAN 2 AND COON 1936 CHECKED THE 1960 AF6138'DESCRIPTION. REFERENCE MARK 4 AND A NEW AZIMUTH MARK WERE AF6138'ESTABLISHED. DUE TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS. AF6138' AF6138'STATION IS ABOUT 43.0 MILES NORTHWEST OF VERO BEACH, 10.95 MILES AF6138'WEST OF YEEHAW JUNCTION, 10.0 MILES SOUTHEAST OF KENANSVILLE AND ON AF6138'PROPERTY OF MR. BUD ADAMS, HIGHWAY 68, FORT PIERCE. AF6138' AF6138'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE AF6138'HIGHWAY 60 AT YEEHAW JUNCTION, GO WEST ON STATE HIGHWAY 60 FOR 10.85 AF6138'MILES TO A SHELL ROAD ON LEFT TO THE SOUTHWEST. (TO REACH THE AZIMUTH AF6138'MARK FROM HERE, GO SOUTHWEST ON SHELL ROAD FOR 0.2 MILE TO THE MARK AF6138'ON RIGHT). CONTINUE NORTHWEST ON STATE HIGHWAY 60 FOR 0.1 MILE TO AF6138'THE STATION ON RIGHT AT GATE. AF6138' AF6138'STATION MARK A STANDARD REFERENCE MARK DISK STAMPED COON NO 3 1936, AF6138'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS AF6138'2-INCHES BELOW THE GROUND SURFACE. IT IS 137.0 FEET NORTHWEST OF A AF6138'PALMETTO TREE, 80.0 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 60, AF6138'30.0 FEET NORTHEAST OF THE WIRE FENCE, 72.0 FEET NORTHWEST OF A POWER AF6138'LINE POLE 17-294, 126.0 FEET NORTHWEST OF A GATE AND 31.5 FEET AF6138'SOUTH-SOUTHEAST OF THE WEST CORNER OF A CONCRETE PAD. NOTE--THERE AF6138'IS AN UNDERGROUND MARK. AF6138' AF6138'REFERENCE MARK 2 A STANDARD DISK STAMPED COON NO 2 1936, IS SET IN AF6138'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 4-INCHES BELOW AF6138'THE GROUND SURFACE. IT IS 49.0 FEET SOUTHWEST OF THE CENTER OF STATE AF6138'HIGHWAY 60 AND 5.0 FEET NORTHEAST OF FENCE AND METAL WITNESS POST. AF6138' AF6138'REFERENCE MARK 4 A STANDARD DISK STAMPED COON 1936 NO 4 1979, IS SET AF6138'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH AF6138'WITH THE GROUND. IT IS 66.5 FEET NORTHWEST OF THE POWER POLE 17-294, AF6138'54.0 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 60, 50.0 FEET AF6138'SOUTH OF THE WEST CORNER OF CONCRETE PAD AND 3.5 FEET NORTHEAST OF AF6138'THE FENCE AND METAL WITNESS POST. AF6138' AF6138'BENCH MARK L 197 A STANDARD DISK STAMPED L 197 1960, IS CEMENTED IN AF6138'A DRILLED HOLE IN A CONCRETE PAD. IT IS 104.0 FEET NORTHEAST OF AF6138'CENTER OF STATE HIGHWAY 60, 57.0 FEET NORTH OF THE METAL WITNESS POST AF6138'AT REFERENCE MARK 4 AND 7.5 FEET SOUTH OF THE NORTH CORNER OF THE AF6138'CONCRETE PAD. AF6138' AF6138'TRAVERSE STATION BC 4 SAN 2 A STANDARD TRAVERSE DISK STAMPED BC 4 AF6138'SAN 2 1960 IS CEMENTED IN A DRILLED HOLE IN THE CONCRETE PAD. IT IS AF6138'104.0 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 60, 56.8 FEET AF6138'NORTH OF THE WITNESS POST AT REFERENCE MARK 4 AND 8.0 FEET SOUTH OF AF6138'THE NORTH CORNER OF CONCRETE PAD. AF6138' AF6138'STATION COON A STANDARD STATION DISK STAMPED COON 1936, IS SET IN AF6138'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4-INCHES AF6138'ABOVE THE GROUND. IT IS 52.5 FEET NORTHEAST OF THE CENTER OF STATE AF6138'HIGHWAY 60, 50.5 FEET NORTHWEST OF THE PALMETTO TREE, 38.5 FEET AF6138'NORTHWEST OF THE CENTER OF THE GATE TO FIELD, 18.0 FEET SOUTHEAST OF AF6138'POWER POLE 17-294 AND 2.0 FEET NORTHEAST OF THE BARB WIRE FENCE AND AF6138'METAL WITNESS POST. AF6138' AF6138'AZIMUTH MARK A STANDARD DISK STAMPED COON 1936 1979, IS SET IN THE OF AF6138'A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH WITH THE GROUND AF6138'SURFACE. IT IS 31.0 FEET NORTHWEST OF THE CENTER OF ROAD, 3.0 FEET AF6138'NORTH OF POWER LINE POLE 3, 2.0 FEET SOUTHEAST OF A BARB WIRE FENCE, AF6138'1.5 FEET SOUTHEAST OF A METAL WITNESS POST AND THE MARK IS AT THE AF6138'THIRD POWER LINE POLE SOUTHWEST OF STATE HIGHWAY 60. AF6138 AF6138 STATION RECOVERY (1979) AF6138 AF6138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 AF6138'10.95 MILES WEST ALONG STATE HIGHWAY 60 FROM ITS JUNCTION WITH U.S. AF6138'HIGHWAY 441 IN YEEKHAW JUNCTION, 0.1 MILE NORTHWEST OF A SHELL ROAD AF6138'TO THE SOUTHWEST, 137.0 FEET NORTHWEST OF A LONE PALMETTO TREE, 80.0 AF6138'FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 60, 126.0 FEET AF6138'NORTHWEST OF A WOODEN GATE TO FIELD, 72.0 FEET NORTHWEST OF A POWER AF6138'LINE POLE 17-294, 30.0 FEET NORTHEAST OF A WIRE FENCE. CAMERA AND ALL AF6138'BUILDING ARE GONE AND ONLY THE CONCRETE FOUNDATION REMAIN. NOTICE: A AF6138'DIFFERENCE OF .006 METERS WAS LEVELED BETWWEN COON AND COON RM 3. AF6138 AF6138 STATION RECOVERY (2005) AF6138 AF6138'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 AF6138'RECOVERED AS DESCRIBED. RECOVERY NOTE BY COONER AND ASSOCIATES, INC. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AF6167 *********************************************************************** AF6167 DESIGNATION - D 198 AF6167 PID - AF6167 AF6167 STATE/COUNTY- FL/OSCEOLA AF6167 USGS QUAD - KENANSVILLE (1972) AF6167 AF6167 *CURRENT SURVEY CONTROL AF6167 ___________________________________________________________________ AF6167* NAD 83(1986)- 27 52 34. (N) 080 59 25. (W) SCALED AF6167* NAVD 88 - 22.103 (meters) 72.52 (feet) ADJUSTED AF6167 ___________________________________________________________________ AF6167 GEOID HEIGHT- -27.24 (meters) GEOID03 AF6167 DYNAMIC HT - 22.071 (meters) 72.41 (feet) COMP AF6167 MODELED GRAV- 979,162.9 (mgal) NAVD 88 AF6167 AF6167 VERT ORDER - SECOND CLASS 0 AF6167 AF6167.The horizontal coordinates were scaled from a topographic map and have AF6167.an estimated accuracy of +/- 6 seconds. AF6167 AF6167.The orthometric height was determined by differential leveling AF6167.and adjusted by the National Geodetic Survey in June 1991. AF6167 AF6167.The geoid height was determined by GEOID03. AF6167 AF6167.The dynamic height is computed by dividing the NAVD 88 AF6167.geopotential number by the normal gravity value computed on the AF6167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6167.degrees latitude (g = 980.6199 gals.). AF6167 AF6167.The modeled gravity was interpolated from observed gravity values. AF6167 AF6167; North East Units Estimated Accuracy AF6167;SPC FL E - 392,480. 200,960. MT (+/- 180 meters Scaled) AF6167 AF6167 SUPERSEDED SURVEY CONTROL AF6167 AF6167 NGVD 29 (??/??/92) 22.475 (m) 73.74 (f) ADJ UNCH 2 0 AF6167 AF6167.Superseded values are not recommended for survey control. AF6167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6167.See file dsdata.txt to determine how the superseded data were derived. AF6167 AF6167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL009834(NAD 83) AF6167_MARKER: DB = BENCH MARK DISK AF6167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6167_SP_SET: SET IN TOP OF CONCRETE MONUMENT AF6167_STAMPING: D 198 1960 AF6167_MARK LOGO: CGS AF6167_MAGNETIC: N = NO MAGNETIC MATERIAL AF6167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6167+STABILITY: SURFACE MOTION AF6167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AF6167+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1995 AF6167 AF6167 HISTORY - Date Condition Report By AF6167 HISTORY - 1960 MONUMENTED CGS AF6167 HISTORY - 1987 GOOD USPSQD AF6167 HISTORY - 1989 GOOD USPSQD AF6167 HISTORY - 19950826 GOOD FLDEP AF6167 HISTORY - 20050118 GOOD INDIV AF6167 AF6167 STATION DESCRIPTION AF6167 AF6167'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 AF6167'AT KENANSVILLE. AF6167'AT KENANSVILLE, 0.15 MILE WEST ALONG STATE ROAD 523 FROM THE AF6167'JUNCTION OF U.S. HIGHWAY 441, AT THE JUNCTION OF PEAVINE TRAIL AF6167'LEADING SOUTHWEST, 55 FEET SOUTH OF THE CENTER LINE OF ROAD 523, AF6167'38 FEET EAST OF THE CENTER LINE OF PEAVINE TRAIL, 72 FEET AF6167'SOUTHEAST OF THE CENTER OF JUNCTION, 70 1/2 FEET EAST OF AND AF6167'ACROSS PEAVINE TRAIL FROM THE NORTHEAST CORNER OF WEBBS AF6167'HEARTBRAKE HOTEL, 11 1/2 FEET EAST-NORTHEAST OF POWER LINE POLE AF6167'17-591, 3 1/2 FEET NORTH OF A EAST-WEST FENCE LINE, 2 FEET AF6167'NORTHWEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE JUNCTION, AF6167'AND SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES. AF6167 AF6167 STATION RECOVERY (1987) AF6167 AF6167'RECOVERY NOTE BY US POWER SQUADRON 1987 (AG) AF6167'RECOVERED IN GOOD CONDITION. AF6167 AF6167 STATION RECOVERY (1989) AF6167 AF6167'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG) AF6167'RECOVERED IN GOOD CONDITION. AF6167 AF6167 STATION RECOVERY (1995) AF6167 AF6167'RECOVERY NOTE BY FL DEPT OF ENV PRO 1995 (JLM) AF6167'THE MARK IS ABOUT 0.15 MI (0.24 KM) SOUTHEAST OF KENANSVILLE IN AF6167'SECTION 14, TOWNSHIP 30 SOUTH, RANGE 33 EAST. TO REACH THE MARK FROM AF6167'THE POST OFFICE IN KENANSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 441 AF6167'(STATE ROAD 15) FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD AF6167'523 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 523 AND GO WEST FOR 0.15 AF6167'MI (0.24 KM) TO THE JUNCTION OF PEAVINE TRAIL ON THE LEFT, LEADING AF6167'SOUTHWEST, AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND AF6167'CONCRETE MONUMENT PROJECTING 0.5 FT (15.2 CM) ABOVE THE LEVEL OF THE AF6167'GROUND. LOCATED 70.5 FT (21.5 M) EAST OF AND ACROSS PEAVINE TRAIL FROM AF6167'THE NORTHEAST CORNER OF WEBBS HEARTBRAKE HOTEL, 55.0 FT (16.8 M) SOUTH AF6167'OF THE CENTERLINE OF STATE ROAD 523, 30.4 FT (9.3 M) EAST OF THE AF6167'APPROXIMATE CENTERLINE OF PEAVINE TRAIL, 11.5 FT (3.5 M) AF6167'EAST-NORTHEAST OF POWER POLE NUMBER 17-591, 4.5 FT (1.4 M) SOUTH OF A AF6167'BARB WIRE FENCE LEADING EAST, 2.4 FT (0.7 M) EAST OF A BARB WIRE FENCE AF6167'LEADING SOUTH AND 2.0 FT (0.6 M) NORTHWEST OF A STEEL WITNESS POST. AF6167 AF6167 STATION RECOVERY (2005) AF6167 AF6167'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 AF6167'RECOVERED AS DESCRIBED. RECOVERY NOTE BY COONER AND ASSOCIATES, INC. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AK5375 *********************************************************************** AK5375 DESIGNATION - D 354 AK5375 PID - AK5375 AK5375 STATE/COUNTY- FL/OSCEOLA AK5375 USGS QUAD - DAVENPORT (1985) AK5375 AK5375 *CURRENT SURVEY CONTROL AK5375 ___________________________________________________________________ AK5375* NAD 83(1986)- 28 14 14. (N) 081 33 31. (W) SCALED AK5375* NAVD 88 - 28.419 (meters) 93.24 (feet) ADJUSTED AK5375 ___________________________________________________________________ AK5375 GEOID HEIGHT- -27.53 (meters) GEOID03 AK5375 DYNAMIC HT - 28.377 (meters) 93.10 (feet) COMP AK5375 MODELED GRAV- 979,157.3 (mgal) NAVD 88 AK5375 OBS GRAVITY - 979,156.2 (mgal) GRAV_OBS AK5375 AK5375 VERT ORDER - FIRST CLASS II AK5375 AK5375.The horizontal coordinates were scaled from a topographic map and have AK5375.an estimated accuracy of +/- 6 seconds. AK5375 AK5375.The orthometric height was determined by differential leveling AK5375.and adjusted by the National Geodetic Survey in June 1991. AK5375 AK5375.The geoid height was determined by GEOID03. AK5375 AK5375.The dynamic height is computed by dividing the NAVD 88 AK5375.geopotential number by the normal gravity value computed on the AK5375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK5375.degrees latitude (g = 980.6199 gals.). AK5375 AK5375.The modeled gravity was interpolated from observed gravity values. AK5375.The observed gravity was obtained from relative gravimeter ties AK5375.to the IGSN71 gravity network. AK5375 AK5375; North East Units Estimated Accuracy AK5375;SPC FL E - 432,620. 145,180. MT (+/- 180 meters Scaled) AK5375 AK5375 SUPERSEDED SURVEY CONTROL AK5375 AK5375 NGVD 29 (09/01/92) 28.710 (m) 94.19 (f) ADJUSTED 1 2 AK5375 AK5375.Superseded values are not recommended for survey control. AK5375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5375.See file dsdata.txt to determine how the superseded data were derived. AK5375 AK5375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM451236(NAD 83) AK5375_MARKER: DB = BENCH MARK DISK AK5375_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK5375_SP_SET: STAINLESS STEEL ROD AK5375_STAMPING: D 354 1978 AK5375_PROJECTION: RECESSED 10 CENTIMETERS AK5375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK5375_ROD/PIPE-DEPTH: 6.10 meters AK5375 AK5375 HISTORY - Date Condition Report By AK5375 HISTORY - 1978 MONUMENTED NGS AK5375 HISTORY - 1985 GOOD USPSQD AK5375 HISTORY - 1990 GOOD USPSQD AK5375 HISTORY - 19990111 MARK NOT FOUND USPSQD AK5375 HISTORY - 20030909 POOR FL-105 AK5375 HISTORY - 20050507 POOR GEOCAC AK5375 AK5375 STATION DESCRIPTION AK5375 AK5375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AK5375'IN LOUGHMAN. AK5375'0.05 MILE NORTH ALONG STATE HIGHWAY 17, 92 FROM THE JUNCTION OF AK5375'STATE ROUTE 54 IN LOUGHMAN TO THE MARK ON THE LEFT, 6.05 MILES AK5375'NORTH OF DAVENPORT, 45 FEET WEST OF CENTERLINE OF HIGHWAY, 120 AK5375'FEET NORTH OF POWER POLE MUNBER 6-22346, 22.5 FEET WEST OF HIGHWAY AK5375'SIGN, 2 FEET SOUTH OF POWER POLE NUMBER 1CB-49. AK5375'THE MARK IS 2 FT S FROM A WITNESS POST. AK5375'THE MARK IS 1 FT BELOW HIGHWAY. AK5375 AK5375 STATION RECOVERY (1985) AK5375 AK5375'RECOVERY NOTE BY US POWER SQUADRON 1985 AK5375'0.05 MILE NORTH ALONG STATE HIGHWAY 17-92 FROM THE JUNCTION OF STATE AK5375'ROUTE 54 IN LOUGHMAN TO THE MARK ON THE LEFT 6.05 MILES NORTH OF AK5375'DRAVENPORT 45 FEET WEST OF CENTERLINE OF HIGHWAY 120 FEET NORTH OF AK5375'POWER POLE 6 22 346. 22.5 FEET WEST OF HIGHWAY SIGN 2 FEET SOUTH OF AK5375'POWER POLE IC B 49. A STAINLEE STEEL ROD SET TO THE DEPTH OF 20 FEET AK5375'ENCASED IN A PIPE RECESSED 4 INCHES 1 FOOT BELOW HIGHWAY. 2 FEET AK5375'SOUTH OF WITNESS POST. AK5375 AK5375 STATION RECOVERY (1990) AK5375 AK5375'RECOVERY NOTE BY US POWER SQUADRON 1990 (LBD) AK5375'RECOVERED IN GOOD CONDITION. AK5375 AK5375 STATION RECOVERY (1999) AK5375 AK5375'RECOVERY NOTE BY US POWER SQUADRON 1999 AK5375'MARK NOT FOUND. AK5375 AK5375 STATION RECOVERY (2003) AK5375 AK5375'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK5375'RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS DEPARTMENT. P/P AK5375'GROUND ROD SET DOWN THROUGH PVC PIPE BENDING DOWN SIDE OF DISK. AK5375 AK5375 STATION RECOVERY (2005) AK5375 AK5375'RECOVERY NOTE BY GEOCACHING 2005 (MAG) AK5375'RECOVERED IN POOR CONDITION. ANOTHER STEEL ROD HAS BEEN DRIVEN AGAINST AK5375'THIS MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AF6168 *********************************************************************** AF6168 DESIGNATION - E 198 AF6168 PID - AF6168 AF6168 STATE/COUNTY- FL/OSCEOLA AF6168 USGS QUAD - KENANSVILLE (1972) AF6168 AF6168 *CURRENT SURVEY CONTROL AF6168 ___________________________________________________________________ AF6168* NAD 83(1986)- 27 52 31. (N) 080 59 47. (W) SCALED AF6168* NAVD 88 - 22.594 (meters) 74.13 (feet) ADJUSTED AF6168 ___________________________________________________________________ AF6168 GEOID HEIGHT- -27.23 (meters) GEOID03 AF6168 DYNAMIC HT - 22.561 (meters) 74.02 (feet) COMP AF6168 MODELED GRAV- 979,163.0 (mgal) NAVD 88 AF6168 AF6168 VERT ORDER - SECOND CLASS 0 AF6168 AF6168.The horizontal coordinates were scaled from a topographic map and have AF6168.an estimated accuracy of +/- 6 seconds. AF6168 AF6168.The orthometric height was determined by differential leveling AF6168.and adjusted by the National Geodetic Survey in June 1991. AF6168 AF6168.The geoid height was determined by GEOID03. AF6168 AF6168.The dynamic height is computed by dividing the NAVD 88 AF6168.geopotential number by the normal gravity value computed on the AF6168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6168.degrees latitude (g = 980.6199 gals.). AF6168 AF6168.The modeled gravity was interpolated from observed gravity values. AF6168 AF6168; North East Units Estimated Accuracy AF6168;SPC FL E - 392,390. 200,360. MT (+/- 180 meters Scaled) AF6168 AF6168 SUPERSEDED SURVEY CONTROL AF6168 AF6168 NGVD 29 (??/??/92) 22.966 (m) 75.35 (f) ADJ UNCH 2 0 AF6168 AF6168.Superseded values are not recommended for survey control. AF6168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6168.See file dsdata.txt to determine how the superseded data were derived. AF6168 AF6168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL003833(NAD 83) AF6168_MARKER: DB = BENCH MARK DISK AF6168_SETTING: 36 = SET IN A MASSIVE STRUCTURE AF6168_SP_SET: BUILDING AF6168_STAMPING: E 198 1960 AF6168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF6168 AF6168 HISTORY - Date Condition Report By AF6168 HISTORY - 1960 MONUMENTED CGS AF6168 HISTORY - 1987 GOOD USPSQD AF6168 HISTORY - 1989 GOOD USPSQD AF6168 HISTORY - 20050118 GOOD INDIV AF6168 AF6168 STATION DESCRIPTION AF6168 AF6168'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 AF6168'0.6 MI W FROM KENANSVILLE. AF6168'0.55 MILE WEST ALONG STATE ROAD 523 FROM THE JUNCTION OF U.S. AF6168'HIGHWAY 441 AT KENANSVILLE, 162 FEET SOUTH OF THE CENTER LINE OF AF6168'ROAD, SET VERTICALLY IN THE EAST FACE OF NORTHEAST CORNER OF AF6168'LARGE TWO-STORY SCHOOL BUILDING, 1 1/2 FEET SOUTH OF THE AF6168'NORTHEAST CORNER, 2 FEET ABOVE THE LEVEL OF THE GROUND, AND AF6168'ABOUT LEVEL WITH THE ROAD. AF6168 AF6168 STATION RECOVERY (1987) AF6168 AF6168'RECOVERY NOTE BY US POWER SQUADRON 1987 (AG) AF6168'RECOVERED IN GOOD CONDITION. AF6168 AF6168 STATION RECOVERY (1989) AF6168 AF6168'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG) AF6168'RECOVERED IN GOOD CONDITION. AF6168 AF6168 STATION RECOVERY (2005) AF6168 AF6168'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 AF6168'RECOVERED AS DESCRIBED. RECOVERY NOTE BY COONER AND ASSOCIATES, INC. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AK5374 *********************************************************************** AK5374 DESIGNATION - E 354 AK5374 PID - AK5374 AK5374 STATE/COUNTY- FL/OSCEOLA AK5374 USGS QUAD - INTERCESSION CITY (1985) AK5374 AK5374 *CURRENT SURVEY CONTROL AK5374 ___________________________________________________________________ AK5374* NAD 83(1986)- 28 15 08. (N) 081 32 57. (W) SCALED AK5374* NAVD 88 - 21.170 (meters) 69.46 (feet) ADJUSTED AK5374 ___________________________________________________________________ AK5374 GEOID HEIGHT- -27.56 (meters) GEOID03 AK5374 DYNAMIC HT - 21.138 (meters) 69.35 (feet) COMP AK5374 MODELED GRAV- 979,159.3 (mgal) NAVD 88 AK5374 AK5374 VERT ORDER - FIRST CLASS II AK5374 AK5374.The horizontal coordinates were scaled from a topographic map and have AK5374.an estimated accuracy of +/- 6 seconds. AK5374 AK5374.The orthometric height was determined by differential leveling AK5374.and adjusted by the National Geodetic Survey in June 1991. AK5374 AK5374.The geoid height was determined by GEOID03. AK5374 AK5374.The dynamic height is computed by dividing the NAVD 88 AK5374.geopotential number by the normal gravity value computed on the AK5374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK5374.degrees latitude (g = 980.6199 gals.). AK5374 AK5374.The modeled gravity was interpolated from observed gravity values. AK5374 AK5374; North East Units Estimated Accuracy AK5374;SPC FL E - 434,280. 146,110. MT (+/- 180 meters Scaled) AK5374 AK5374 SUPERSEDED SURVEY CONTROL AK5374 AK5374 NGVD 29 (09/01/92) 21.461 (m) 70.41 (f) ADJUSTED 1 2 AK5374 AK5374.Superseded values are not recommended for survey control. AK5374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5374.See file dsdata.txt to determine how the superseded data were derived. AK5374 AK5374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM461252(NAD 83) AK5374_MARKER: DB = BENCH MARK DISK AK5374_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK5374_SP_SET: STAINLESS STEEL ROD AK5374_STAMPING: E 354 1978 AK5374_PROJECTION: RECESSED 10 CENTIMETERS AK5374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK5374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AK5374+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003 AK5374_ROD/PIPE-DEPTH: 4.88 meters AK5374 AK5374 HISTORY - Date Condition Report By AK5374 HISTORY - 1978 MONUMENTED NGS AK5374 HISTORY - 1990 GOOD USPSQD AK5374 HISTORY - 19990111 GOOD USPSQD AK5374 HISTORY - 20030909 GOOD FL-105 AK5374 HISTORY - 20050507 GOOD GEOCAC AK5374 AK5374 STATION DESCRIPTION AK5374 AK5374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AK5374'1.2 MI NORTH FROM LOUGHMAN. AK5374'1.2 MILES NORTH ALONG STATE HIGHWAY 17, 92 FROM THE JUNCTION AK5374'OF STATE ROUTE 54 IN LOUGHMAN TO THE MARK ON THE LEFT, 0.25 AK5374'MILE NORTH OF COUNTY LINE, 100 FEET SOUTHWEST OF CENTER OF AK5374'HIGHWAY BRIDGE, 45 FEET WEST OF CENTERLINE OF HIGHWAY, 2 AK5374'FEET NORTH OF POWER POLE NUMBER 1CB20. AK5374'THE MARK IS 2 FT N FROM A WITNESS POST. AK5374'THE MARK IS 3 FT BELOW HIGHWAY. AK5374 AK5374 STATION RECOVERY (1990) AK5374 AK5374'RECOVERY NOTE BY US POWER SQUADRON 1990 (LBD) AK5374'RECOVERED IN GOOD CONDITION. AK5374 AK5374 STATION RECOVERY (1999) AK5374 AK5374'RECOVERY NOTE BY US POWER SQUADRON 1999 AK5374'RECOVERED IN GOOD CONDITION. AK5374 AK5374 STATION RECOVERY (2003) AK5374 AK5374'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK5374'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AK5374'APPRAISER GIS DEPARTMENT. AK5374 AK5374 STATION RECOVERY (2005) AK5374 AK5374'RECOVERY NOTE BY GEOCACHING 2005 (MAG) AK5374'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AK7349 *********************************************************************** AK7349 DESIGNATION - E120 WC HART AK7349 PID - AK7349 AK7349 STATE/COUNTY- FL/OSCEOLA AK7349 USGS QUAD - KISSIMMEE (1987) AK7349 AK7349 *CURRENT SURVEY CONTROL AK7349 ___________________________________________________________________ AK7349* NAD 83(1999)- 28 18 35.60845(N) 081 22 49.31471(W) ADJUSTED AK7349* NAVD 88 - 21.2 (meters) 70. (feet) GPS OBS AK7349 ___________________________________________________________________ AK7349 X - 842,219.298 (meters) COMP AK7349 Y - -5,556,037.295 (meters) COMP AK7349 Z - 3,006,781.244 (meters) COMP AK7349 LAPLACE CORR- -1.68 (seconds) DEFLEC99 AK7349 ELLIP HEIGHT- -6.61 (meters) (06/19/01) GPS OBS AK7349 GEOID HEIGHT- -27.83 (meters) GEOID03 AK7349 AK7349 HORZ ORDER - FIRST AK7349 ELLP ORDER - FOURTH CLASS I AK7349 AK7349.The horizontal coordinates were established by GPS observations AK7349.and adjusted by the National Geodetic Survey in June 2001. AK7349 AK7349.The orthometric height was determined by GPS observations and a AK7349.high-resolution geoid model. AK7349 AK7349.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7349 AK7349.The Laplace correction was computed from DEFLEC99 derived deflections. AK7349 AK7349.The ellipsoidal height was determined by GPS observations AK7349.and is referenced to NAD 83. AK7349 AK7349.The geoid height was determined by GEOID03. AK7349 AK7349; North East Units Scale Factor Converg. AK7349;SPC FL E - 440,608.441 162,696.189 MT 0.99995834 -0 10 49.4 AK7349;UTM 17 - 3,131,590.089 462,708.917 MT 0.99961716 -0 10 49.4 AK7349 AK7349! - Elev Factor x Scale Factor = Combined Factor AK7349!SPC FL E - 1.00000104 x 0.99995834 = 0.99995938 AK7349!UTM 17 - 1.00000104 x 0.99961716 = 0.99961820 AK7349 AK7349 SUPERSEDED SURVEY CONTROL AK7349 AK7349 NAD 83(1990)- 28 18 35.60754(N) 081 22 49.31404(W) AD( ) 1 AK7349 ELLIP H (11/19/93) -6.56 (m) GP( ) 3 2 AK7349 AK7349.Superseded values are not recommended for survey control. AK7349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7349.See file dsdata.txt to determine how the superseded data were derived. AK7349 AK7349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM6270931590(NAD 83) AK7349_MARKER: I = METAL ROD AK7349_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) AK7349_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE AK7349_STAMPING: E120 WC HART AK7349_MARK LOGO: FL1590 AK7349_PROJECTION: RECESSED 8 CENTIMETERS AK7349_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AK7349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AK7349+STABILITY: POSITION/ELEVATION WELL AK7349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7349+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005 AK7349_ROD/PIPE-DEPTH: 2.44 meters AK7349_SLEEVE-DEPTH : 0.61 meters AK7349 AK7349 HISTORY - Date Condition Report By AK7349 HISTORY - 1992 MONUMENTED PROENG AK7349 HISTORY - 19990219 MARK NOT FOUND USPSQD AK7349 HISTORY - 20050422 GOOD INDIV AK7349 AK7349 STATION DESCRIPTION AK7349 AK7349'DESCRIBED BY PG CONSULTANTS 1992 AK7349'600 AK7349'THE STATION IS LOCATED IN DENN JOHN PARK IN THE CITY OF KISSIMMEE, AK7349'FLORIDA. AK7349'FROM THE INTERSECTION OF US 441 (MAIN STREET) AND US 192 (VINE STREET) AK7349'GO EAST ON US 192 1.6 MI (2.6 KM) TO DENN JOHN LANE. TURN LEFT (NORTH) AK7349'ON DENN JOHN LANE AND GO NORTH 0.5 MI (0.8 KM) TO A DITCH RUNNING AK7349'EAST-WEST AT THE SOUTH BOUNDARY OF DENN JOHN PARK AND THE STATION. AK7349'THE STATION IS 360 FT (109.7 M) WEST OF THE WEST RIGHT OF WAY LINE OF AK7349'DENN JOHN LANE AND 40 FT (12.2 M) NORTH OF THE CENTERLINE OF THE AK7349'EAST-WEST DITCH, 76.05 FT (23.18 M) NORTHWEST OF X CUT IN NORTH RIM AK7349'OF A SANITARY MONHOLE, 21.98 FT (6.70 M) SOUTHWEST OF A STEEL ROD, AK7349'27.20 FT (8.29 M) SOUTHEAST OF A STEEL ROD, 27.41 FT (8.35 M) AK7349'NORTHEAST OF A STEEL ROD. ALL THREE RODS HAVE CAPS BEARING THE AK7349'INSCRIPTION LB 3556. AK7349 AK7349 STATION RECOVERY (1999) AK7349 AK7349'RECOVERY NOTE BY US POWER SQUADRON 1999 AK7349'MARK NOT FOUND. AK7349 AK7349 STATION RECOVERY (2005) AK7349 AK7349'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DDN) AK7349'RECOVERED IN GREAT SHAPE, FOLLOWED DESCRIPTION TO FIND 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AF6163 *********************************************************************** AF6163 DESIGNATION - G 198 AF6163 PID - AF6163 AF6163 STATE/COUNTY- FL/OSCEOLA AF6163 USGS QUAD - LAKE MARIAN NE (1972) AF6163 AF6163 *CURRENT SURVEY CONTROL AF6163 ___________________________________________________________________ AF6163* NAD 83(1986)- 27 52 34. (N) 081 00 51. (W) SCALED AF6163* NAVD 88 - 23.355 (meters) 76.62 (feet) ADJUSTED AF6163 ___________________________________________________________________ AF6163 GEOID HEIGHT- -27.21 (meters) GEOID03 AF6163 DYNAMIC HT - 23.320 (meters) 76.51 (feet) COMP AF6163 MODELED GRAV- 979,165.1 (mgal) NAVD 88 AF6163 AF6163 VERT ORDER - SECOND CLASS 0 AF6163 AF6163.The horizontal coordinates were scaled from a topographic map and have AF6163.an estimated accuracy of +/- 6 seconds. AF6163 AF6163.The orthometric height was determined by differential leveling AF6163.and adjusted by the National Geodetic Survey in June 1991. AF6163 AF6163.The geoid height was determined by GEOID03. AF6163 AF6163.The dynamic height is computed by dividing the NAVD 88 AF6163.geopotential number by the normal gravity value computed on the AF6163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6163.degrees latitude (g = 980.6199 gals.). AF6163 AF6163.The modeled gravity was interpolated from observed gravity values. AF6163 AF6163; North East Units Estimated Accuracy AF6163;SPC FL E - 392,480. 198,610. MT (+/- 180 meters Scaled) AF6163 AF6163 SUPERSEDED SURVEY CONTROL AF6163 AF6163 NGVD 29 (??/??/92) 23.726 (m) 77.84 (f) ADJ UNCH 2 0 AF6163 AF6163.Superseded values are not recommended for survey control. AF6163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6163.See file dsdata.txt to determine how the superseded data were derived. AF6163 AF6163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML986834(NAD 83) AF6163_MARKER: DB = BENCH MARK DISK AF6163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6163_SP_SET: SET IN TOP OF CONCRETE MONUMENT AF6163_STAMPING: G 198 1960 AF6163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6163+STABILITY: SURFACE MOTION AF6163 AF6163 HISTORY - Date Condition Report By AF6163 HISTORY - 1960 MONUMENTED CGS AF6163 HISTORY - 20050121 GOOD INDIV AF6163 AF6163 STATION DESCRIPTION AF6163 AF6163'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 AF6163'1.6 MI W FROM KENANSVILLE. AF6163'1.6 MILES WEST ALONG STATE ROAD 523 FROM THE JUNCTION OF U.S. AF6163'HIGHWAY 441 AT KENANSVILLE, ABOUT 1.05 MILES WEST OF A LARGE AF6163'TWO-STORY SCHOOL BUILDING SOUTH OF THE ROAD, AT THE JUNCTION OF AF6163'STATE ROAD 523 A LEADING SOUTH AND PAST THE LAKEVIEW BAPTIST AF6163'CHURCH, 66 1/2 FEET SOUTHWEST OF THE CENTER OF JUNCTION, 52 FEET AF6163'SOUTH OF THE CENTER LINE OF ROAD 523, 42 FEET WEST OF THE CENTER AF6163'LINE OF ROAD 523 A, 9 FEET WEST-SOUTHWEST OF A AF6163'HIGHWAY-RIGHT-OF-WAY POST, 2 FEET EAST OF A STEEL WITNESS POST, AF6163'ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST AF6163'PROJECTING 3 INCHES. AF6163 AF6163 STATION RECOVERY (2005) AF6163 AF6163'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 AF6163'RECOVERED AS DESCRIBED. RECOVERY NOTE BY COONER AND ASSOCIATES, INC. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AK6734 *********************************************************************** AK6734 DESIGNATION - HOLOPAW ATT TOWER AK6734 PID - AK6734 AK6734 STATE/COUNTY- FL/OSCEOLA AK6734 USGS QUAD - HOLOPAW (1970) AK6734 AK6734 *CURRENT SURVEY CONTROL AK6734 ___________________________________________________________________ AK6734* NAD 83(1990)- 28 08 09.92485(N) 081 04 30.01691(W) ADJUSTED AK6734* NAVD 88 - AK6734 ___________________________________________________________________ AK6734 LAPLACE CORR- -0.94 (seconds) DEFLEC99 AK6734 GEOID HEIGHT- -27.96 (meters) GEOID03 AK6734 AK6734 HORZ ORDER - THIRD AK6734 AK6734.The horizontal coordinates were established by classical geodetic methods AK6734.and adjusted by the National Geodetic Survey in May 1991. AK6734 AK6734 AK6734.The Laplace correction was computed from DEFLEC99 derived deflections. AK6734 AK6734.The geoid height was determined by GEOID03. AK6734 AK6734; North East Units Scale Factor Converg. AK6734;SPC FL E - 421,291.968 192,632.120 MT 0.99994185 -0 02 07.3 AK6734;UTM 17 - 3,112,280.206 492,634.633 MT 0.99960067 -0 02 07.3 AK6734 AK6734 SUPERSEDED SURVEY CONTROL AK6734 AK6734 NAD 83(1986)- 28 08 09.93121(N) 081 04 30.03131(W) AD( ) 4 AK6734 NAD 27 - 28 08 08.87783(N) 081 04 30.79998(W) AD( ) 3 AK6734 AK6734.Superseded values are not recommended for survey control. AK6734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK6734.See file dsdata.txt to determine how the superseded data were derived. AK6734 AK6734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM9263512280(NAD 83) AK6734_MARKER: 55 = TOWER AK6734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK6734+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2005 AK6734 AK6734 HISTORY - Date Condition Report By AK6734 HISTORY - 1956 FIRST OBSERVED CGS AK6734 HISTORY - 1960 GOOD CGS AK6734 HISTORY - 1986 GOOD USPSQD AK6734 HISTORY - 19891124 GOOD USPSQD AK6734 HISTORY - 20050417 GOOD GEOCAC AK6734 AK6734 STATION DESCRIPTION AK6734 AK6734'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HDN) AK6734'STATION IS LOCATED 1/2 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAYS AK6734'441 AND 192 AT HOLOPAW. A 4 LEGGED STEEL STRUCTURE ABOUT 200 AK6734'FEET HIGH, SURROUNDED BY A WIRE FENCE AND THE TOWER IS PAINTED AK6734'ORANGE AND WHITE. AK6734' AK6734'THE POINT INTERSECTED WAS A RED LIGHT A-TOP. AK6734 AK6734 STATION RECOVERY (1960) AK6734 AK6734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GWM) AK6734'THE STATION WAS RECOVERED IN GOOD CONDITION, BUT NO DESCRIPTION AK6734'WAS AVAILABLE. THE FOLLOWING IS A COMPLETE DESCRIPTION OF THE AK6734'STATION. AK6734' AK6734'THE STATION IS THE CENTER OF THE RED LIGHT ON TOP OF THE TOWER AK6734'LOCATED 0.55 MILE SOUTH OF THE INTERSECTION OF U.S. HIGHWAYS 441 AK6734'AND 192 IN HOLOPAW. THE TOWER IS A 4-LEGGED SELF-SUPPORTING AK6734'STEEL TOWER PAINTED INTERNATIONAL ORANGE AND WHITE. IT HAS 4 AK6734'REFLECTOR FANS ON TOP. THE HEIGHT IS 206 FEET. THE TOWER IS AK6734'OWNED AND OPERATED BY THE AMERICAN TELEPHONE AND TELEGRAPH AK6734'COMPANY. AK6734 AK6734 STATION RECOVERY (1986) AK6734 AK6734'RECOVERY NOTE BY US POWER SQUADRON 1986 (JD) AK6734'RECOVERED IN GOOD CONDITION. AK6734 AK6734 STATION RECOVERY (1989) AK6734 AK6734'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS) AK6734'RECOVERED IN GOOD CONDITION. AK6734 AK6734 STATION RECOVERY (2005) AK6734 AK6734'RECOVERY NOTE BY GEOCACHING 2005 (MAG) AK6734'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AJ3308 *********************************************************************** AJ3308 DESIGNATION - J 486 AJ3308 PID - AJ3308 AJ3308 STATE/COUNTY- FL/OSCEOLA AJ3308 USGS QUAD - LAKE MARIAN SE (1972) AJ3308 AJ3308 *CURRENT SURVEY CONTROL AJ3308 ___________________________________________________________________ AJ3308* NAD 83(1986)- 27 45 03. (N) 081 04 05. (W) SCALED AJ3308* NAVD 88 - 21.677 (meters) 71.12 (feet) ADJUSTED AJ3308 ___________________________________________________________________ AJ3308 GEOID HEIGHT- -26.63 (meters) GEOID03 AJ3308 DYNAMIC HT - 21.645 (meters) 71.01 (feet) COMP AJ3308 MODELED GRAV- 979,179.6 (mgal) NAVD 88 AJ3308 AJ3308 VERT ORDER - SECOND CLASS I AJ3308 AJ3308.The horizontal coordinates were scaled from a topographic map and have AJ3308.an estimated accuracy of +/- 6 seconds. AJ3308 AJ3308.The orthometric height was determined by differential leveling AJ3308.and adjusted by the National Geodetic Survey in October 2001. AJ3308 AJ3308.The geoid height was determined by GEOID03. AJ3308 AJ3308.The dynamic height is computed by dividing the NAVD 88 AJ3308.geopotential number by the normal gravity value computed on the AJ3308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ3308.degrees latitude (g = 980.6199 gals.). AJ3308 AJ3308.The modeled gravity was interpolated from observed gravity values. AJ3308 AJ3308; North East Units Estimated Accuracy AJ3308;SPC FL E - 378,600. 193,290. MT (+/- 180 meters Scaled) AJ3308 AJ3308 SUPERSEDED SURVEY CONTROL AJ3308 AJ3308.No superseded survey control is available for this station. AJ3308 AJ3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML932696(NAD 83) AJ3308_MARKER: DD = SURVEY DISK AJ3308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ3308_STAMPING: J 486 2000 AJ3308_MARK LOGO: FLDEP AJ3308_MAGNETIC: N = NO MAGNETIC MATERIAL AJ3308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ3308+STABILITY: SURFACE MOTION AJ3308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ3308+SATELLITE: SATELLITE OBSERVATIONS - 2000 AJ3308 AJ3308 HISTORY - Date Condition Report By AJ3308 HISTORY - 2000 MONUMENTED FLDEP AJ3308 HISTORY - 20050120 GOOD INDIV AJ3308 AJ3308 STATION DESCRIPTION AJ3308 AJ3308'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM) AJ3308'THE MARK IS ABOUT 42.65 MI (68.64 KM) WEST OF VERO BEACH, 35.7 MI AJ3308'(57.5 KM) EAST-NORTHEAST OF LAKE WALES, 10.7 MI (17.2 KM) WEST OF THE AJ3308'INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD 60 IN YEEHAW JUNCTION, AJ3308'IN SECTION 30, TOWNSHIP 31 SOUTH, RANGE 33 EAST. TO REACH THE MARK AJ3308'FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD 60 IN YEEHAW AJ3308'JUNCTION, GO WEST ON STATE ROAD 60 FOR 10.75 MI (17.30 KM) TO THE MARK AJ3308'ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.4 AJ3308'FT (12.2 CM) BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF AJ3308'STATE ROAD 60. LOCATED 49.7 FT (15.1 M) NORTH-NORTHEAST OF THE AJ3308'CENTERLINE OF STATE ROAD 60, 38.0 FT (11.6 M) WEST-NORTHWEST OF THE AJ3308'APPROXIMATE CENTERLINE OF A FIELD ROAD, 20.5 FT (6.2 M) SOUTHEAST OF A AJ3308'POWER POLE WITH 2 TRANFORMER ATTACHED, 1.3 FT (0.4 M) SOUTH-SOUTHWEST AJ3308'OF A BARBED WIRE FENCE AND 1.0 FT (0.3 M) SOUTH-SOUTHWEST OF A AJ3308'CARSONITE WITNESS POST. AJ3308 AJ3308 STATION RECOVERY (2005) AJ3308 AJ3308'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 AJ3308'RECOVERED AS DESCRIBED. RECOVERY NOTE BY COONER AND ASSOCIATES, INC. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AJ7660 *********************************************************************** AJ7660 DESIGNATION - J 496 AJ7660 PID - AJ7660 AJ7660 STATE/COUNTY- FL/OSCEOLA AJ7660 USGS QUAD - HOLOPAW SE (1980) AJ7660 AJ7660 *CURRENT SURVEY CONTROL AJ7660 ___________________________________________________________________ AJ7660* NAD 83(1999)- 28 06 59.97324(N) 081 04 34.95185(W) ADJUSTED AJ7660* NAVD 88 - 22.537 (meters) 73.94 (feet) ADJUSTED AJ7660 ___________________________________________________________________ AJ7660 X - 873,256.082 (meters) COMP AJ7660 Y - -5,561,492.945 (meters) COMP AJ7660 Z - 2,987,911.488 (meters) COMP AJ7660 LAPLACE CORR- -0.97 (seconds) DEFLEC99 AJ7660 ELLIP HEIGHT- -5.40 (meters) (01/28/04) GPS OBS AJ7660 GEOID HEIGHT- -27.93 (meters) GEOID03 AJ7660 DYNAMIC HT - 22.503 (meters) 73.83 (feet) COMP AJ7660 MODELED GRAV- 979,154.0 (mgal) NAVD 88 AJ7660 AJ7660 HORZ ORDER - FIRST AJ7660 VERT ORDER - SECOND CLASS I AJ7660 ELLP ORDER - THIRD CLASS I AJ7660 AJ7660.The horizontal coordinates were established by GPS observations AJ7660.and adjusted by the FL DEPT OF ENV PRO in January 2004. AJ7660 AJ7660.The orthometric height was determined by differential leveling AJ7660.and adjusted by the National Geodetic Survey in March 2002. AJ7660 AJ7660.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ7660 AJ7660.The Laplace correction was computed from DEFLEC99 derived deflections. AJ7660 AJ7660.The ellipsoidal height was determined by GPS observations AJ7660.and is referenced to NAD 83. AJ7660 AJ7660.The geoid height was determined by GEOID03. AJ7660 AJ7660.The dynamic height is computed by dividing the NAVD 88 AJ7660.geopotential number by the normal gravity value computed on the AJ7660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ7660.degrees latitude (g = 980.6199 gals.). AJ7660 AJ7660.The modeled gravity was interpolated from observed gravity values. AJ7660 AJ7660; North East Units Scale Factor Converg. AJ7660;SPC FL E - 419,138.804 192,496.108 MT 0.99994187 -0 02 09.6 AJ7660;UTM 17 - 3,110,127.777 492,498.668 MT 0.99960069 -0 02 09.6 AJ7660 AJ7660! - Elev Factor x Scale Factor = Combined Factor AJ7660!SPC FL E - 1.00000085 x 0.99994187 = 0.99994272 AJ7660!UTM 17 - 1.00000085 x 0.99960069 = 0.99960154 AJ7660 AJ7660 SUPERSEDED SURVEY CONTROL AJ7660 AJ7660 NAVD 88 (01/28/04) 22.54 (m) 74.0 (f) LEVELING 3 AJ7660 AJ7660.Superseded values are not recommended for survey control. AJ7660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AJ7660.See file dsdata.txt to determine how the superseded data were derived. AJ7660 AJ7660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM9249910128(NAD 83) AJ7660_MARKER: DD = SURVEY DISK AJ7660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ7660_STAMPING: J 496 2000 AJ7660_MARK LOGO: FLDEP AJ7660_PROJECTION: FLUSH AJ7660_MAGNETIC: N = NO MAGNETIC MATERIAL AJ7660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ7660+STABILITY: SURFACE MOTION AJ7660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ7660+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2003 AJ7660 AJ7660 HISTORY - Date Condition Report By AJ7660 HISTORY - 2000 MONUMENTED FLDEP AJ7660 HISTORY - 20030417 GOOD FLDEP AJ7660 HISTORY - 20050201 GOOD INDIV AJ7660 AJ7660 STATION DESCRIPTION AJ7660 AJ7660'DESCRIBED BY FL DEPT OF ENV PRO 2000 (PBM) AJ7660'THE MARK IS ABOUT 16.0 MI (25.7 KM) NORTH OF KENANSVILLE, 2.0 MI (3.2 AJ7660'KM) SOUTH OF HOLOPAW IN SECTION 23, TOWNSHIP 27 SOUTH, RANGE 32 EAST. AJ7660'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192 (EAST BRONSON AJ7660'HIGHWAY, COUNTY ROAD 500) AND U.S. HIGHWAY 441 (HOLOPAW ROAD) IN AJ7660'HOLOPAW, GO SOUTH ON U.S. HIGHWAY 441 (HOLOPAW ROAD) FOR 2.0 MI (3.2 AJ7660'KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE AJ7660'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH U.S. HIGHWAY 441. AJ7660'LOCATED 400.0 FT (121.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF AJ7660'HOLOPAW GROVES ROAD, 105.1 FT (32.0 M) NORTH OF POWER POLE NUMBER AJ7660'149768047560 WITH 1 GUY WIRE ATTACHED, 50.0 FT (15.2 M) WEST OF THE AJ7660'CENTERLINE OF U.S. HIGHWAY 441, 1.4 FT (0.4 M) EAST OF A HOGWIRE AJ7660'FENCE AND 0.7 FT (21.3 CM) EAST OF A CARSONITE WITNESS POST. AJ7660 AJ7660 STATION RECOVERY (2003) AJ7660 AJ7660'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AJ7660'RECOVERED AS DESCRIBED. AJ7660' AJ7660' AJ7660' AJ7660' AJ7660 AJ7660 STATION RECOVERY (2005) AJ7660 AJ7660'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 AJ7660'RECOVERED AS DESCRIBED. RECOVERY NOTE BY COONER AND ASSOCIATES, INC. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AK5365 *********************************************************************** AK5365 DESIGNATION - N 354 AK5365 PID - AK5365 AK5365 STATE/COUNTY- FL/OSCEOLA AK5365 USGS QUAD - KISSIMMEE (1987) AK5365 AK5365 *CURRENT SURVEY CONTROL AK5365 ___________________________________________________________________ AK5365* NAD 83(1999)- 28 18 29.63235(N) 081 24 12.82738(W) ADJUSTED AK5365* NAVD 88 - 19.713 (meters) 64.68 (feet) ADJUSTED AK5365 ___________________________________________________________________ AK5365 X - 839,982.541 (meters) COMP AK5365 Y - -5,556,462.805 (meters) COMP AK5365 Z - 3,006,618.568 (meters) COMP AK5365 LAPLACE CORR- -1.68 (seconds) DEFLEC99 AK5365 ELLIP HEIGHT- -8.10 (meters) (05/31/01) GPS OBS AK5365 GEOID HEIGHT- -27.80 (meters) GEOID03 AK5365 DYNAMIC HT - 19.683 (meters) 64.58 (feet) COMP AK5365 MODELED GRAV- 979,166.4 (mgal) NAVD 88 AK5365 AK5365 HORZ ORDER - FIRST AK5365 VERT ORDER - FIRST CLASS II AK5365 ELLP ORDER - FOURTH CLASS I AK5365 AK5365.The horizontal coordinates were established by GPS observations AK5365.and adjusted by the National Geodetic Survey in May 2001. AK5365 AK5365.The orthometric height was determined by differential leveling AK5365.and adjusted by the National Geodetic Survey in June 1991. AK5365 AK5365.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK5365 AK5365.The Laplace correction was computed from DEFLEC99 derived deflections. AK5365 AK5365.The ellipsoidal height was determined by GPS observations AK5365.and is referenced to NAD 83. AK5365 AK5365.The geoid height was determined by GEOID03. AK5365 AK5365.The dynamic height is computed by dividing the NAVD 88 AK5365.geopotential number by the normal gravity value computed on the AK5365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK5365.degrees latitude (g = 980.6199 gals.). AK5365 AK5365.The modeled gravity was interpolated from observed gravity values. AK5365 AK5365; North East Units Scale Factor Converg. AK5365;SPC FL E - 440,431.859 160,420.445 MT 0.99996050 -0 11 29.0 AK5365;UTM 17 - 3,131,413.567 460,433.950 MT 0.99961932 -0 11 29.0 AK5365 AK5365! - Elev Factor x Scale Factor = Combined Factor AK5365!SPC FL E - 1.00000127 x 0.99996050 = 0.99996177 AK5365!UTM 17 - 1.00000127 x 0.99961932 = 0.99962059 AK5365 AK5365 SUPERSEDED SURVEY CONTROL AK5365 AK5365 NAD 83(1990)- 28 18 29.63123(N) 081 24 12.82691(W) AD( ) 1 AK5365 ELLIP H (07/11/96) -8.06 (m) GP( ) 4 1 AK5365 NAVD 88 (07/11/96) 19.71 (m) 64.7 (f) LEVELING 3 AK5365 NGVD 29 (09/01/92) 20.006 (m) 65.64 (f) ADJUSTED 1 2 AK5365 AK5365.Superseded values are not recommended for survey control. AK5365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5365.See file dsdata.txt to determine how the superseded data were derived. AK5365 AK5365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM6043431414(NAD 83) AK5365_MARKER: I = METAL ROD AK5365_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK5365_SP_SET: STAINLESS STEEL ROD AK5365_STAMPING: N 354 1978 AK5365_MARK LOGO: NGS AK5365_PROJECTION: RECESSED 10 CENTIMETERS AK5365_MAGNETIC: N = NO MAGNETIC MATERIAL AK5365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK5365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK5365+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1995 AK5365_ROD/PIPE-DEPTH: 4.88 meters AK5365 AK5365 HISTORY - Date Condition Report By AK5365 HISTORY - 1978 MONUMENTED NGS AK5365 HISTORY - 19950109 GOOD ADRGS AK5365 HISTORY - 19990219 POOR USPSQD AK5365 HISTORY - 20050123 POOR GEOCAC AK5365 AK5365 STATION DESCRIPTION AK5365 AK5365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AK5365'IN KISSIMMEE. AK5365'0.25 MILE NORTH ALONG STATE HIGHWAYS 17 AND 92 FROM THE JUNCTION OF AK5365'U.S. ROUTE 192 IN KISSIMMEE TO THE MARK ON THE RIGHT, SET BY STOP SIGN AK5365'AT THE NORTHEAST CORNER OF INTERSECTION OF HIGHWAY AND COLUMBIA AK5365'STREET, 40 FEET EAST OF CENTER LINE OF HIGHWAY, 22 FEET NORTH OF THE AK5365'CENTER OF COLUMBIA STREET, 2 FEET EAST OF THE STOP SIGN. AK5365'THE MARK IS 1 FT ABOVE HIGHWAY. AK5365 AK5365 STATION RECOVERY (1995) AK5365 AK5365'RECOVERY NOTE BY ADR GEODETIC SERVICES 1995 (BAW) AK5365'RECOVERED AS DESCRIBED. AK5365 AK5365 STATION RECOVERY (1999) AK5365 AK5365'RECOVERY NOTE BY US POWER SQUADRON 1999 AK5365'MARK RECOVERED IN POOR CONDITION. AK5365 AK5365 STATION RECOVERY (2005) AK5365 AK5365'RECOVERY NOTE BY GEOCACHING 2005 (MAG) AK5365'TOP OF THE ROD IS ABOUT 1 FOOT ABOVE GROUND. NO DESIGNATIONS OBSERVED. AK5365' 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DF6743 *********************************************************************** DF6743 DESIGNATION - OS 134 DF6743 PID - DF6743 DF6743 STATE/COUNTY- FL/OSCEOLA DF6743 USGS QUAD - LAKE TOHOPEKALIGA (1987) DF6743 DF6743 *CURRENT SURVEY CONTROL DF6743 ___________________________________________________________________ DF6743* NAD 83(1986)- 28 09 18. (N) 081 25 23. (W) SCALED DF6743* NAVD 88 - 21.534 (meters) 70.65 (feet) ADJUSTED DF6743 ___________________________________________________________________ DF6743 GEOID HEIGHT- -27.60 (meters) GEOID03 DF6743 DYNAMIC HT - 21.502 (meters) 70.54 (feet) COMP DF6743 MODELED GRAV- 979,153.7 (mgal) NAVD 88 DF6743 DF6743 VERT ORDER - SECOND CLASS I DF6743 DF6743.The horizontal coordinates were scaled from a topographic map and have DF6743.an estimated accuracy of +/- 6 seconds. DF6743 DF6743.The orthometric height was determined by differential leveling DF6743.and adjusted by the National Geodetic Survey in April 2004. DF6743 DF6743.The geoid height was determined by GEOID03. DF6743 DF6743.The dynamic height is computed by dividing the NAVD 88 DF6743.geopotential number by the normal gravity value computed on the DF6743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DF6743.degrees latitude (g = 980.6199 gals.). DF6743 DF6743.The modeled gravity was interpolated from observed gravity values. DF6743 DF6743; North East Units Estimated Accuracy DF6743;SPC FL E - 423,460. 158,450. MT (+/- 180 meters Scaled) DF6743 DF6743 SUPERSEDED SURVEY CONTROL DF6743 DF6743.No superseded survey control is available for this station. DF6743 DF6743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM584144(NAD 83) DF6743_MARKER: DD = SURVEY DISK DF6743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6743_STAMPING: BM OS-134 1981 DF6743_MARK LOGO: SFLWMD DF6743_PROJECTION: RECESSED 15 CENTIMETERS DF6743_MAGNETIC: N = NO MAGNETIC MATERIAL DF6743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF6743+STABILITY: SURFACE MOTION DF6743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6743+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2001 DF6743 DF6743 HISTORY - Date Condition Report By DF6743 HISTORY - 1981 MONUMENTED SFLWMD DF6743 HISTORY - 20010720 GOOD FLDEP DF6743 HISTORY - 20050202 GOOD INDIV DF6743 DF6743 STATION DESCRIPTION DF6743 DF6743'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM) DF6743'THE MARK IS ABOUT 12.25 MI SOUTHWEST OF KISSIMMEE, IN SECTION 8, DF6743'TOWNSHIP 27 SOUTH, RANGE DF6743'29 EAST. DF6743' DF6743'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192 (VINE STREET) DF6743'AND U.S. HIGHWAY DF6743'17, 92 (JOHN YOUNG PARKWAY) IN KISSIMMEE, GO SOUTH ON U.S. HIGHWAY 17, DF6743'92 FOR 3.5 MI TO THE DF6743'JUNCTION OF PLEASANT HILL ROAD (COUNTY ROAD 531) ON THE LEFT, TURN DF6743'LEFT ON PLEASANT HILL DF6743'ROAD (COUNTY ROAD 531) AND GO SOUTH FOR 7.55 MI TO THE JUNCTION OF DF6743'SOUTHPORT ROAD ON DF6743'THE LEFT, TURN LEFT ON SOUTHPORT ROAD AND GO EAST FOR 1.2 MI TO THE DF6743'MARK ON THE RIGHT, DF6743'SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.6 FT BELOW THE DF6743'LEVEL OF THE DF6743'GROUND AND THE LEVEL OF SOUTHPORT ROAD. DF6743' DF6743'LOCATED 265.0 FT WEST OF THE APPROXIMATE CENTERLINE OF HURT ROAD, 22.5 DF6743'FT SOUTH OF THE DF6743'CENTERLINE OF SOUTHPORT ROAD, 1.2 FT NORTH OF A SFWMD METAL WITNESS DF6743'POST, 1.0 FT WEST DF6743'OF A BARBWIRE FENCE LEADING SOUTH AND 0.9 FT NORTH OF A BARBWIRE DF6743'FENCE. DF6743' DF6743' DF6743 DF6743 STATION RECOVERY (2005) DF6743 DF6743'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 DF6743'RECOVERED AS DESCRIBED. RECOVERY NOTE BY COONER AND ASSOCIATES, INC. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DF6750 *********************************************************************** DF6750 DESIGNATION - OS 135 DF6750 PID - DF6750 DF6750 STATE/COUNTY- FL/OSCEOLA DF6750 USGS QUAD - LAKE TOHOPEKALIGA (1987) DF6750 DF6750 *CURRENT SURVEY CONTROL DF6750 ___________________________________________________________________ DF6750* NAD 83(1986)- 28 09 14. (N) 081 26 15. (W) SCALED DF6750* NAVD 88 - 19.734 (meters) 64.74 (feet) ADJUSTED DF6750 ___________________________________________________________________ DF6750 GEOID HEIGHT- -27.58 (meters) GEOID03 DF6750 DYNAMIC HT - 19.705 (meters) 64.65 (feet) COMP DF6750 MODELED GRAV- 979,153.6 (mgal) NAVD 88 DF6750 DF6750 VERT ORDER - SECOND CLASS I DF6750 DF6750.The horizontal coordinates were scaled from a topographic map and have DF6750.an estimated accuracy of +/- 6 seconds. DF6750 DF6750.The orthometric height was determined by differential leveling DF6750.and adjusted by the National Geodetic Survey in April 2004. DF6750 DF6750.The geoid height was determined by GEOID03. DF6750 DF6750.The dynamic height is computed by dividing the NAVD 88 DF6750.geopotential number by the normal gravity value computed on the DF6750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DF6750.degrees latitude (g = 980.6199 gals.). DF6750 DF6750.The modeled gravity was interpolated from observed gravity values. DF6750 DF6750; North East Units Estimated Accuracy DF6750;SPC FL E - 423,340. 157,030. MT (+/- 180 meters Scaled) DF6750 DF6750 SUPERSEDED SURVEY CONTROL DF6750 DF6750.No superseded survey control is available for this station. DF6750 DF6750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM570143(NAD 83) DF6750_MARKER: DD = SURVEY DISK DF6750_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DF6750_STAMPING: BM OS-135 1981 DF6750_MARK LOGO: SFLWMD DF6750_PROJECTION: FLUSH DF6750_MAGNETIC: N = NO MAGNETIC MATERIAL DF6750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6750_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DF6750+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2001 DF6750_ROD/PIPE-DEPTH: 16.5 meters DF6750 DF6750 HISTORY - Date Condition Report By DF6750 HISTORY - 1981 MONUMENTED SFLWMD DF6750 HISTORY - 20010720 GOOD FLDEP DF6750 HISTORY - 20050216 GOOD INDIV DF6750 DF6750 STATION DESCRIPTION DF6750 DF6750'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM) DF6750'THE MARK IS ABOUT 10.0 MI SOUTHWEST OF KISSIMMEE, IN SECTION 8, DF6750'TOWNSHIP 27 SOUTH, RANGE DF6750'29 EAST. DF6750' DF6750'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192 (VINE STREET) DF6750'AND U.S. HIGHWAY DF6750'17, 92 (JOHN YOUNG PARKWAY) IN KISSIMMEE, GO SOUTH ON U.S. HIGHWAY 17, DF6750'92 FOR 3.5 MI TO THE DF6750'JUNCTION OF PLEASANT HILL ROAD (COUNTY ROAD 531) ON THE LEFT, TURN DF6750'LEFT ON PLEASANT HILL DF6750'ROAD (COUNTY ROAD 531) AND GO SOUTH FOR 7.55 MI TO THE JUNCTION OF DF6750'SOUTHPORT ROAD ON DF6750'THE LEFT, TURN LEFT ON SOUTHPORT ROAD AND GO EAST FOR 0.1 MI TO THE DF6750'MARK ON THE LEFT, A DF6750'DISK SET ON TOP OF A ROD DRIVEN INTO THE GROUND ENCASED IN A 6-INCH DF6750'PVC PIPE FLUSH WITH DF6750'THE GROUND AND LEVEL WITH SOUTHPORT ROAD, THE DISK IS RECESSED 1.0 FT DF6750'BELOW THE TOP OF DF6750'THE PVC PIPE. DF6750' DF6750'LOCATED 33.0 FT NORTH OF THE CENTERLINE OF SOUTHPORT ROAD, 14.5 FT DF6750'EAST OF POWER POLE DF6750'NUMBER 6-38430, 6.0 FT SOUTH-SOUTHWEST OF POWER POLE NUMBER K 6086733 DF6750'WITH 4 GUY WIRES DF6750'ATTACHED AND 1.1 FT SOUTH OF A SFWMD METAL WITNESS POST. DF6750' DF6750'NOTE ACCESS TO THE DISK IS HAD THROUGH A 5-INCH SCREW CAP. DF6750' DF6750' DF6750' DF6750 DF6750 STATION RECOVERY (2005) DF6750 DF6750'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 DF6750'RECOVERED AS DESCRIBED. RECOVERY NOTE BY COONER AND ASSOCIATES, INC. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AF7103 *********************************************************************** AF7103 DESIGNATION - OSC 1 FLDNR AF7103 PID - AF7103 AF7103 STATE/COUNTY- FL/OSCEOLA AF7103 USGS QUAD - LAKE MARIAN NW (1972) AF7103 AF7103 *CURRENT SURVEY CONTROL AF7103 ___________________________________________________________________ AF7103* NAD 83(1999)- 27 59 38.54536(N) 081 10 34.97932(W) ADJUSTED AF7103* NAVD 88 - 22.984 (meters) 75.41 (feet) ADJUSTED AF7103 ___________________________________________________________________ AF7103 X - 864,527.837 (meters) COMP AF7103 Y - -5,569,324.859 (meters) COMP AF7103 Z - 2,975,919.976 (meters) COMP AF7103 LAPLACE CORR- -1.16 (seconds) DEFLEC99 AF7103 ELLIP HEIGHT- -4.58 (meters) (01/28/04) GPS OBS AF7103 GEOID HEIGHT- -27.55 (meters) GEOID03 AF7103 DYNAMIC HT - 22.950 (meters) 75.30 (feet) COMP AF7103 MODELED GRAV- 979,146.9 (mgal) NAVD 88 AF7103 AF7103 HORZ ORDER - FIRST AF7103 VERT ORDER - SECOND CLASS II AF7103 ELLP ORDER - THIRD CLASS I AF7103 AF7103.The horizontal coordinates were established by GPS observations AF7103.and adjusted by the FL DEPT OF ENV PRO in January 2004. AF7103 AF7103.The orthometric height was determined by differential leveling AF7103.and adjusted by the National Geodetic Survey in June 1991. AF7103 AF7103.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7103 AF7103.The Laplace correction was computed from DEFLEC99 derived deflections. AF7103 AF7103.The ellipsoidal height was determined by GPS observations AF7103.and is referenced to NAD 83. AF7103 AF7103.The geoid height was determined by GEOID03. AF7103 AF7103.The dynamic height is computed by dividing the NAVD 88 AF7103.geopotential number by the normal gravity value computed on the AF7103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7103.degrees latitude (g = 980.6199 gals.). AF7103 AF7103.The modeled gravity was interpolated from observed gravity values. AF7103 AF7103; North East Units Scale Factor Converg. AF7103;SPC FL E - 405,561.118 182,650.675 MT 0.99994489 -0 04 58.0 AF7103;UTM 17 - 3,096,554.723 482,656.595 MT 0.99960371 -0 04 58.0 AF7103 AF7103! - Elev Factor x Scale Factor = Combined Factor AF7103!SPC FL E - 1.00000072 x 0.99994489 = 0.99994561 AF7103!UTM 17 - 1.00000072 x 0.99960371 = 0.99960443 AF7103 AF7103 SUPERSEDED SURVEY CONTROL AF7103 AF7103 NAVD 88 (01/28/04) 22.98 (m) 75.4 (f) LEVELING 3 AF7103 NGVD 29 (09/01/92) 23.353 (m) 76.62 (f) ADJUSTED 2 2 AF7103 AF7103.Superseded values are not recommended for survey control. AF7103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7103.See file dsdata.txt to determine how the superseded data were derived. AF7103 AF7103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML8265796555(NAD 83) AF7103_MARKER: DB = BENCH MARK DISK AF7103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7103_SP_SET: SET IN TOP OF CONCRETE MONUMENT AF7103_STAMPING: OSC 1 1983 BSM AF7103_MARK LOGO: FLDNR AF7103_PROJECTION: FLUSH AF7103_MAGNETIC: O = OTHER; SEE DESCRIPTION AF7103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7103+STABILITY: SURFACE MOTION AF7103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7103+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2005 AF7103 AF7103 HISTORY - Date Condition Report By AF7103 HISTORY - 1983 MONUMENTED FLDNR AF7103 HISTORY - 20030429 GOOD FLDEP AF7103 HISTORY - 20050306 GOOD GEOCAC AF7103 AF7103 STATION DESCRIPTION AF7103 AF7103'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7103'14.75 MI WNW FROM KENANSVILLE. AF7103'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD 523 AF7103'(CANOE CREEK ROAD) IN KENANSVILLE, GO 14.75 MILES NORTH AND WEST AF7103'ALONG STATE ROAD 523 TO THE AF7103'INTERSECTION OF JOE OVERSTREET ROAD AND THE MARK. THE MARK BEARS AF7103'26.0 FEET SOUTHEAST OF THE CENTERLINE OF JOE OVERSTREET ROAD, 48.0 AF7103'FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD 523, 8.1 FEET AF7103'SOUTHEAST OF A STOP SIGN/STREET SIGN, AND 2.0 FEET EAST OF A CORNER AF7103'FENCE POST WITH A WITNESS SIGN ATTACHED. AF7103'THE MARK IS 0.2 FT BELOW GROUND. AF7103 AF7103 STATION RECOVERY (2003) AF7103 AF7103'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AF7103'THE MARK IS ABOUT 18.0 MI SOUTH-SOUTHEAST OF ST. CLOUD IN SECTION 1, AF7103'TOWNSHIP 29 SOUTH, AF7103'RANGE 31 EAST. AF7103' AF7103'TO REACH THE MARK FROM THE INTERSECTION OF THE FLORIDA TURNPIKE (STATE AF7103'ROAD 91) AF7103'UNDERPASS AND STATE ROAD 523, ABOUT 11.0 MI SOUTH OF ST. CLOUD, GO AF7103'SOUTHEAST ON STATE ROAD 523(CANOE CREEK ROAD) FOR 8.0 MI TO THE AF7103'JUNCTION OF JOE OVERSTREET ROAD ON THE RIGHT AND THE MARK ON THE AF7103'RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE AF7103'GROUND AND ABOUT 1.0 FT BELOW THE LEVEL OF JOE OVERSTREET ROAD. AF7103' AF7103'LOCATED 47.7 FT WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF STATE AF7103'ROAD 523, 28.8 FT SOUTHEAST OF THE APPROXIMATE CENTERLINE OF JOE AF7103'OVERSTREET ROAD, 10.2 FT SOUTH OF A STOP SIGN, 2.5 FT NORTHWEST OF A AF7103'CARSONITE WITNESS POST, 1.8 FT SOUTH OF A WOODEN FENCE CORNER POST AND AF7103'1.5 FT SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST. AF7103' AF7103'NOTE UNKNOWN MAGNETISM. AF7103' AF7103' AF7103 AF7103 STATION RECOVERY (2005) AF7103 AF7103'RECOVERY NOTE BY GEOCACHING 2005 (MAG) AF7103'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AF7109 *********************************************************************** AF7109 DESIGNATION - OSC 6 FLDNR AF7109 PID - AF7109 AF7109 STATE/COUNTY- FL/OSCEOLA AF7109 USGS QUAD - LAKE MARIAN NE (1972) AF7109 AF7109 *CURRENT SURVEY CONTROL AF7109 ___________________________________________________________________ AF7109* NAD 83(1986)- 27 55 39. (N) 081 07 23. (W) SCALED AF7109* NAVD 88 - 21.074 (meters) 69.14 (feet) ADJUSTED AF7109 ___________________________________________________________________ AF7109 GEOID HEIGHT- -27.38 (meters) GEOID03 AF7109 DYNAMIC HT - 21.042 (meters) 69.04 (feet) COMP AF7109 MODELED GRAV- 979,145.8 (mgal) NAVD 88 AF7109 AF7109 VERT ORDER - SECOND CLASS II AF7109 AF7109.The horizontal coordinates were scaled from a topographic map and have AF7109.an estimated accuracy of +/- 6 seconds. AF7109 AF7109.The orthometric height was determined by differential leveling AF7109.and adjusted by the National Geodetic Survey in June 1991. AF7109 AF7109.The geoid height was determined by GEOID03. AF7109 AF7109.The dynamic height is computed by dividing the NAVD 88 AF7109.geopotential number by the normal gravity value computed on the AF7109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7109.degrees latitude (g = 980.6199 gals.). AF7109 AF7109.The modeled gravity was interpolated from observed gravity values. AF7109 AF7109; North East Units Estimated Accuracy AF7109;SPC FL E - 398,180. 187,890. MT (+/- 180 meters Scaled) AF7109 AF7109 SUPERSEDED SURVEY CONTROL AF7109 AF7109 NGVD 29 (09/01/92) 21.442 (m) 70.35 (f) ADJUSTED 2 2 AF7109 AF7109.Superseded values are not recommended for survey control. AF7109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7109.See file dsdata.txt to determine how the superseded data were derived. AF7109 AF7109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML878891(NAD 83) AF7109_MARKER: DB = BENCH MARK DISK AF7109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7109_SP_SET: SET IN TOP OF CONCRETE MONUMENT AF7109_STAMPING: OSC 6 1983 BSM AF7109_MARK LOGO: FLDNR AF7109_PROJECTION: FLUSH AF7109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7109+STABILITY: SURFACE MOTION AF7109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7109+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005 AF7109 AF7109 HISTORY - Date Condition Report By AF7109 HISTORY - 1983 MONUMENTED FLDNR AF7109 HISTORY - 20050430 GOOD GEOCAC AF7109 AF7109 STATION DESCRIPTION AF7109 AF7109'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7109'9.2 MI WNW FROM KENANSVILLE. AF7109'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD 523 AF7109'(CANOE CREEK ROAD) IN KENANSVILLE, GO 9.2 MILES NORTH AND WEST AF7109'ALONG STATE ROAD 523 TO THE MARK. AF7109'THE MARK IS SET AT THE ENTRANCE FOR PRAIRIE LAKES STATE PRESERVE. AF7109'THE MARK BEARS 34.6 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE AF7109'ENTRANCE ROAD FOR THE PARK, 48.0 FEET WEST-SOUTHWEST OF THE AF7109'CENTERLINE OF STATE ROAD 523, AND 1.1 FEET NORTHEAST OF THE CORNER AF7109'OF THE FENCE. AF7109'THE MARK IS ABOVE LEVEL WITH GROUND. AF7109 AF7109 STATION RECOVERY (2005) AF7109 AF7109'RECOVERY NOTE BY GEOCACHING 2005 (MAG) AF7109'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AK2011 *********************************************************************** AK2011 DESIGNATION - P 59 RESET AK2011 PID - AK2011 AK2011 STATE/COUNTY- FL/OSCEOLA AK2011 USGS QUAD - ST CLOUD SOUTH (1980) AK2011 AK2011 *CURRENT SURVEY CONTROL AK2011 ___________________________________________________________________ AK2011* NAD 83(1986)- 28 14 46. (N) 081 17 36. (W) SCALED AK2011* NAVD 88 - 22.930 (meters) 75.23 (feet) ADJUSTED AK2011 ___________________________________________________________________ AK2011 GEOID HEIGHT- -27.92 (meters) GEOID03 AK2011 DYNAMIC HT - 22.896 (meters) 75.12 (feet) COMP AK2011 MODELED GRAV- 979,158.8 (mgal) NAVD 88 AK2011 AK2011 VERT ORDER - SECOND CLASS I AK2011 AK2011.The horizontal coordinates were scaled from a topographic map and have AK2011.an estimated accuracy of +/- 6 seconds. AK2011 AK2011.The orthometric height was determined by differential leveling AK2011.and adjusted by the National Geodetic Survey in April 2004. AK2011 AK2011.The geoid height was determined by GEOID03. AK2011 AK2011.The dynamic height is computed by dividing the NAVD 88 AK2011.geopotential number by the normal gravity value computed on the AK2011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2011.degrees latitude (g = 980.6199 gals.). AK2011 AK2011.The modeled gravity was interpolated from observed gravity values. AK2011 AK2011; North East Units Estimated Accuracy AK2011;SPC FL E - 433,520. 171,220. MT (+/- 180 meters Scaled) AK2011 AK2011 SUPERSEDED SURVEY CONTROL AK2011 AK2011 NAVD 88 (06/15/91) 22.898 (m) 75.12 (f) UNKNOWN 2 1 AK2011 NGVD 29 (09/01/92) 23.196 (m) 76.10 (f) ADJUSTED 2 1 AK2011 AK2011.Superseded values are not recommended for survey control. AK2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2011.See file dsdata.txt to determine how the superseded data were derived. AK2011 AK2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM712245(NAD 83) AK2011_MARKER: DB = BENCH MARK DISK AK2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK2011_SP_SET: SET IN TOP OF CONCRETE MONUMENT AK2011_STAMPING: P 59 RESET 1971 AK2011_MARK LOGO: CGS AK2011_MAGNETIC: N = NO MAGNETIC MATERIAL AK2011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK2011+STABILITY: SURFACE MOTION AK2011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK2011+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005 AK2011 AK2011 HISTORY - Date Condition Report By AK2011 HISTORY - 1971 MONUMENTED NGS AK2011 HISTORY - 19990219 GOOD USPSQD AK2011 HISTORY - 20010204 GOOD FLDEP AK2011 HISTORY - 20050218 GOOD GEOCAC AK2011 AK2011 STATION DESCRIPTION AK2011 AK2011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 AK2011'AT ST CLOUD. AK2011'AT ST. CLOUD, IN THE FRONT LAWN OF THE ROSS JEFFRES ELEMENTARY AK2011'SCHOOL, BETWEEN DAKOTA AVENUE AND VERMONT AVENUE, 6 FEET WEST AK2011'OF A CONCRETE POWER POLE WITH THREE TRANSFORMERS, 40 FEET EAST AK2011'OF EAST CURB OF DRIVEWAY, 10 FEET SOUTH OF THE SOUTH CURB OF AK2011'SCHOOL PARKING LOT, 8 FEET NORTH OF NORTH CURB OF U.S. HIGHWAY AK2011'441 (WEST BOUND LANE), 1 1/2 FEET NORTH OF NORTH EDGE OF SIDEWALK, AK2011'1 FOOT NORTH OF CHAINLINK FENCE AND 1 FOOT NORTH OF A WITNESS AK2011'POST. SET IN THE TOP OF A ROUND CONCRETE POST ABOUT FLUSH WITH AK2011'THE GROUND. AK2011 AK2011 STATION RECOVERY (1999) AK2011 AK2011'RECOVERY NOTE BY US POWER SQUADRON 1999 AK2011'RECOVERED IN GOOD CONDITION. AK2011 AK2011 STATION RECOVERY (2001) AK2011 AK2011'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AK2011'THE MARK IS IN ST CLOUD, IN SECTION 3, TOWNSHIP 26 SOUTH, RANGE 30 AK2011'EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 192, 441 AK2011'(13TH STREET) AND COUNTY ROAD 523 (VERMONT AVENUE CANOE CREEK ROAD) IN AK2011'ST. CLOUD, GO WEST ON (NORTH) U.S. HIGHWAY 192, 441 (13TH STREET) FOR AK2011'0.05 MI (0.08 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND AK2011'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH COUNTY ROAD AK2011'523. LOCATED 89.5 FT (27.3 M) SOUTH OF THE ADMINISTRATION DOOR ON THE AK2011'SOUTHSIDE OF THE ROSS E. JEFFRIES SCHOOL, 55.5 FT (16.9 M) EAST OF AK2011'THE APPROXIMATE CENTERLINE OF THE EXIT DRIVEWAY OF ROSS E. JEFFRIES AK2011'SCHOOL, 26.2 FT (8.0 M) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 192 AK2011'AND 19.6 FT (6.0 M) WEST OF POWERPOLE NUMBER 45420. AK2011 AK2011 STATION RECOVERY (2005) AK2011 AK2011'RECOVERY NOTE BY GEOCACHING 2005 (MAG) AK2011'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AF6158 *********************************************************************** AF6158 DESIGNATION - R 199 AF6158 PID - AF6158 AF6158 STATE/COUNTY- FL/OSCEOLA AF6158 USGS QUAD - LAKE MARIAN NE (1972) AF6158 AF6158 *CURRENT SURVEY CONTROL AF6158 ___________________________________________________________________ AF6158* NAD 83(1986)- 27 53 32. (N) 081 04 26. (W) SCALED AF6158* NAVD 88 - 20.671 (meters) 67.82 (feet) ADJUSTED AF6158 ___________________________________________________________________ AF6158 GEOID HEIGHT- -27.25 (meters) GEOID03 AF6158 DYNAMIC HT - 20.640 (meters) 67.72 (feet) COMP AF6158 MODELED GRAV- 979,156.7 (mgal) NAVD 88 AF6158 AF6158 VERT ORDER - SECOND CLASS 0 AF6158 AF6158.The horizontal coordinates were scaled from a topographic map and have AF6158.an estimated accuracy of +/- 6 seconds. AF6158 AF6158.The orthometric height was determined by differential leveling AF6158.and adjusted by the National Geodetic Survey in June 1991. AF6158 AF6158.The geoid height was determined by GEOID03. AF6158 AF6158.The dynamic height is computed by dividing the NAVD 88 AF6158.geopotential number by the normal gravity value computed on the AF6158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6158.degrees latitude (g = 980.6199 gals.). AF6158 AF6158.The modeled gravity was interpolated from observed gravity values. AF6158 AF6158; North East Units Estimated Accuracy AF6158;SPC FL E - 394,270. 192,730. MT (+/- 180 meters Scaled) AF6158 AF6158 SUPERSEDED SURVEY CONTROL AF6158 AF6158 NGVD 29 (??/??/92) 21.041 (m) 69.03 (f) ADJ UNCH 2 0 AF6158 AF6158.Superseded values are not recommended for survey control. AF6158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6158.See file dsdata.txt to determine how the superseded data were derived. AF6158 AF6158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML927852(NAD 83) AF6158_MARKER: DB = BENCH MARK DISK AF6158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6158_SP_SET: SET IN TOP OF CONCRETE MONUMENT AF6158_STAMPING: R 199 1960 AF6158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6158+STABILITY: SURFACE MOTION AF6158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF6158+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005 AF6158 AF6158 HISTORY - Date Condition Report By AF6158 HISTORY - 1960 MONUMENTED CGS AF6158 HISTORY - 1963 GOOD NGS AF6158 HISTORY - 20050430 GOOD GEOCAC AF6158 AF6158 STATION DESCRIPTION AF6158 AF6158'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 AF6158'5.5 MI NW FROM KENANSVILLE. AF6158'5.5 MILES WEST AND NORTHWEST ALONG STATE ROAD 523 FROM THE AF6158'JUNCTION OF U.S. HIGHWAY 441 AT KENANSVILLE, ON THE OUTSIDE OF A AF6158'SLIGHT CURVE WITH TANGENTS EXTENDING EAST AND NORTHWEST THAT IS AF6158'THE NORTHWEST END OF A S CURVE NORTHWEST AND SOUTHEAST, 50 FEET AF6158'SOUTHWEST OF THE CENTER LINE OF ROAD, 4 1/2 FEET EAST OF POWER AF6158'LINE POLE NO. 17-612-41-11, 3 FEET SOUTHEAST OF A HIGHWAY AF6158'RIGHT-OF-WAY POST, 1 1/2 FEET NORTHEAST OF A FENCE LINE, 2 FEET AF6158'NORTHWEST OF A STEEL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL AF6158'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING AF6158'4 INCHES. AF6158 AF6158 STATION RECOVERY (1963) AF6158 AF6158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 AF6158'RECOVERED IN GOOD CONDITION. AF6158 AF6158 STATION RECOVERY (2005) AF6158 AF6158'RECOVERY NOTE BY GEOCACHING 2005 (MAG) AF6158'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AF6157 *********************************************************************** AF6157 DESIGNATION - S 199 AF6157 PID - AF6157 AF6157 STATE/COUNTY- FL/OSCEOLA AF6157 USGS QUAD - LAKE MARIAN NE (1972) AF6157 AF6157 *CURRENT SURVEY CONTROL AF6157 ___________________________________________________________________ AF6157* NAD 83(1986)- 27 53 55. (N) 081 05 16. (W) SCALED AF6157* NAVD 88 - 20.680 (meters) 67.85 (feet) ADJUSTED AF6157 ___________________________________________________________________ AF6157 GEOID HEIGHT- -27.27 (meters) GEOID03 AF6157 DYNAMIC HT - 20.650 (meters) 67.75 (feet) COMP AF6157 MODELED GRAV- 979,154.0 (mgal) NAVD 88 AF6157 AF6157 VERT ORDER - SECOND CLASS 0 AF6157 AF6157.The horizontal coordinates were scaled from a topographic map and have AF6157.an estimated accuracy of +/- 6 seconds. AF6157 AF6157.The orthometric height was determined by differential leveling AF6157.and adjusted by the National Geodetic Survey in June 1991. AF6157 AF6157.The geoid height was determined by GEOID03. AF6157 AF6157.The dynamic height is computed by dividing the NAVD 88 AF6157.geopotential number by the normal gravity value computed on the AF6157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6157.degrees latitude (g = 980.6199 gals.). AF6157 AF6157.The modeled gravity was interpolated from observed gravity values. AF6157 AF6157; North East Units Estimated Accuracy AF6157;SPC FL E - 394,980. 191,360. MT (+/- 180 meters Scaled) AF6157 AF6157 SUPERSEDED SURVEY CONTROL AF6157 AF6157 NGVD 29 (??/??/92) 21.050 (m) 69.06 (f) ADJ UNCH 2 0 AF6157 AF6157.Superseded values are not recommended for survey control. AF6157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6157.See file dsdata.txt to determine how the superseded data were derived. AF6157 AF6157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML913859(NAD 83) AF6157_MARKER: DB = BENCH MARK DISK AF6157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6157_SP_SET: SET IN TOP OF CONCRETE MONUMENT AF6157_STAMPING: S 199 1960 AF6157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6157+STABILITY: SURFACE MOTION AF6157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF6157+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005 AF6157 AF6157 HISTORY - Date Condition Report By AF6157 HISTORY - 1960 MONUMENTED CGS AF6157 HISTORY - 1963 GOOD NGS AF6157 HISTORY - 20050430 GOOD GEOCAC AF6157 AF6157 STATION DESCRIPTION AF6157 AF6157'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 AF6157'6.4 MI NW FROM KENANSVILLE. AF6157'6.45 MILES WEST AND NORTHWEST ALONG STATE ROAD 523 FROM THE AF6157'JUNCTION OF U.S. HIGHWAY 441 AT KENANSVILLE, AT A POINT WHERE AF6157'THE BLACK TOP ROAD ENDS AND CONTINUES AS A SAND ROAD TO THE AF6157'NORTHWEST, 49 FEET SOUTHWEST OF THE CENTER LINE OF ROAD, 12 FEET AF6157'EAST-SOUTHEAST OF POWER LINE POLE 17-612-41-22, 13 1/2 FEET AF6157'SOUTHEAST OF A HIGHWAY RIGHT-OF-WAY MARKER POST, 1 1/2 FEET AF6157'NORTHEAST OF A FENCE LINE, 2 FEET NORTHWEST OF A STEEL WITNESS AF6157'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND IS SET IN AF6157'TOP OF A CONCRETE POST PROJECTING 5 INCHES. AF6157 AF6157 STATION RECOVERY (1963) AF6157 AF6157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 AF6157'RECOVERED IN GOOD CONDITION. AF6157 AF6157 STATION RECOVERY (2005) AF6157 AF6157'RECOVERY NOTE BY GEOCACHING 2005 (MAG) AF6157'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AJ7636 *********************************************************************** AJ7636 DESIGNATION - S 495 AJ7636 PID - AJ7636 AJ7636 STATE/COUNTY- FL/OSCEOLA AJ7636 USGS QUAD - KENANSVILLE (1972) AJ7636 AJ7636 *CURRENT SURVEY CONTROL AJ7636 ___________________________________________________________________ AJ7636* NAD 83(1986)- 27 52 51. (N) 080 59 23. (W) SCALED AJ7636* NAVD 88 - 21.343 (meters) 70.02 (feet) ADJUSTED AJ7636 ___________________________________________________________________ AJ7636 GEOID HEIGHT- -27.26 (meters) GEOID03 AJ7636 DYNAMIC HT - 21.311 (meters) 69.92 (feet) COMP AJ7636 MODELED GRAV- 979,162.1 (mgal) NAVD 88 AJ7636 AJ7636 VERT ORDER - SECOND CLASS I AJ7636 AJ7636.The horizontal coordinates were scaled from a topographic map and have AJ7636.an estimated accuracy of +/- 6 seconds. AJ7636 AJ7636.The orthometric height was determined by differential leveling AJ7636.and adjusted by the National Geodetic Survey in March 2002. AJ7636 AJ7636.The geoid height was determined by GEOID03. AJ7636 AJ7636.The dynamic height is computed by dividing the NAVD 88 AJ7636.geopotential number by the normal gravity value computed on the AJ7636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ7636.degrees latitude (g = 980.6199 gals.). AJ7636 AJ7636.The modeled gravity was interpolated from observed gravity values. AJ7636 AJ7636; North East Units Estimated Accuracy AJ7636;SPC FL E - 393,000. 201,010. MT (+/- 180 meters Scaled) AJ7636 AJ7636 SUPERSEDED SURVEY CONTROL AJ7636 AJ7636.No superseded survey control is available for this station. AJ7636 AJ7636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL010840(NAD 83) AJ7636_MARKER: DD = SURVEY DISK AJ7636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ7636_STAMPING: S 495 2000 AJ7636_MARK LOGO: FLDEP AJ7636_MAGNETIC: N = NO MAGNETIC MATERIAL AJ7636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ7636+STABILITY: SURFACE MOTION AJ7636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ7636+SATELLITE: SATELLITE OBSERVATIONS - 2000 AJ7636 AJ7636 HISTORY - Date Condition Report By AJ7636 HISTORY - 2000 MONUMENTED FLDEP AJ7636 HISTORY - 20050121 GOOD INDIV AJ7636 AJ7636 STATION DESCRIPTION AJ7636 AJ7636'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM) AJ7636'THE MARK IS ABOUT 18.7 MI (30.1 KM) SOUTH OF HOLOPAW, 0.3 MI (0.5 KM) AJ7636'NORTH-NORTHWEST OF KENANSVILLE, IN SECTION 11, TOWNSHIP 30 SOUTH, AJ7636'RANGE 33 EAST. TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 523 AJ7636'(SOUTH CANOE CREEK ROAD) AND U.S. HIGHWAY 441 (SOUTH KENANSVILLE AJ7636'ROAD) IN KENANSVILLE, GO NORTH-NORTHWEST ON U.S. HIGHWAY 441 (STATE AJ7636'ROAD 15) FOR 0.35 TO THE JUNCTION OF NORTH POST OFFICE ROAD ON THE AJ7636'LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE AJ7636'MONUMENT FLUSH WITH THE GROUND AND 1.3 FT (0.4 M) BELOW THE LEVEL OF AJ7636'U.S. HIGHWAY 441. LOCATED 129.0 FT (39.3 M) SOUTH OF A STOP SIGN, 47.5 AJ7636'FT (14.5 M) WEST OF THE CENTERLINE OF U.S. HIGWAY 441, 30.2 FT (9.2 AJ7636'M) EAST OF THE APPROXIMATE CENTERLINE OF NORTH POST OFFICE ROAD AND AJ7636'0.6 FT (18.3 CM) EAST OF A CARSONITE WITNESS POST. AJ7636 AJ7636 STATION RECOVERY (2005) AJ7636 AJ7636'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 AJ7636'RECOVERED AS DESCRIBED. RECOVERY NOTE BY COONER AND ASSOCIATES, INC. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AJ7661 *********************************************************************** AJ7661 DESIGNATION - S 497 AJ7661 PID - AJ7661 AJ7661 STATE/COUNTY- FL/OSCEOLA AJ7661 USGS QUAD - HOLOPAW SE (1980) AJ7661 AJ7661 *CURRENT SURVEY CONTROL AJ7661 ___________________________________________________________________ AJ7661* NAD 83(1986)- 28 05 40. (N) 081 04 31. (W) SCALED AJ7661* NAVD 88 - 23.359 (meters) 76.64 (feet) ADJUSTED AJ7661 ___________________________________________________________________ AJ7661 GEOID HEIGHT- -27.89 (meters) GEOID03 AJ7661 DYNAMIC HT - 23.324 (meters) 76.52 (feet) COMP AJ7661 MODELED GRAV- 979,152.6 (mgal) NAVD 88 AJ7661 AJ7661 VERT ORDER - SECOND CLASS I AJ7661 AJ7661.The horizontal coordinates were scaled from a topographic map and have AJ7661.an estimated accuracy of +/- 6 seconds. AJ7661 AJ7661.The orthometric height was determined by differential leveling AJ7661.and adjusted by the National Geodetic Survey in March 2002. AJ7661 AJ7661.The geoid height was determined by GEOID03. AJ7661 AJ7661.The dynamic height is computed by dividing the NAVD 88 AJ7661.geopotential number by the normal gravity value computed on the AJ7661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ7661.degrees latitude (g = 980.6199 gals.). AJ7661 AJ7661.The modeled gravity was interpolated from observed gravity values. AJ7661 AJ7661; North East Units Estimated Accuracy AJ7661;SPC FL E - 416,680. 192,600. MT (+/- 180 meters Scaled) AJ7661 AJ7661 SUPERSEDED SURVEY CONTROL AJ7661 AJ7661.No superseded survey control is available for this station. AJ7661 AJ7661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM926076(NAD 83) AJ7661_MARKER: DD = SURVEY DISK AJ7661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ7661_STAMPING: S 497 2000 AJ7661_MARK LOGO: FLDEP AJ7661_MAGNETIC: N = NO MAGNETIC MATERIAL AJ7661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ7661+STABILITY: SURFACE MOTION AJ7661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AJ7661+SATELLITE: SATELLITE OBSERVATIONS - 2000 AJ7661 AJ7661 HISTORY - Date Condition Report By AJ7661 HISTORY - 2000 MONUMENTED FLDEP AJ7661 HISTORY - 20050201 GOOD INDIV AJ7661 AJ7661 STATION DESCRIPTION AJ7661 AJ7661'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM) AJ7661'THE MARK IS ABOUT 14.0 MI (22.5 KM) NORTHWEST OF KENANSVILLE, 3.8 MI AJ7661'(6.1 KM) SOUTH OF HOLOPAW, IN SECTION 36, TOWNSHIP 28 SOUTH, RANGE 32 AJ7661'EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192 (EAST AJ7661'BRONSON HIGHWAY, COUNTY ROAD 500) AND U.S. HIGHWAY 441 (HOLOPAW ROAD) AJ7661'IN HOLOPAW, GO SOUTH ON U.S. HIGHWAY 441 (HOLOPAW ROAD, STATE ROAD AJ7661'15) FOR 3.6 MI (5.8 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A AJ7661'ROUND CONCRETE MONUMENT RECESSED 0.1 FT (3.0 CM) BELOW THE LEVEL OF AJ7661'THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF U.S. HIGHWAY 441. AJ7661'LOCATED 450.0 FT (137.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF AJ7661'GOLDEN CITRUS ROAD, 44.4 FT (13.5 M) WEST OF THE CENTERLINE OF U.S. AJ7661'HIGHWAY 441, 16.8 FT (5.1 M) EAST OF A CHAINLINK FENCE, 3.3 FT (1.0 M) AJ7661'NORTH OF A SPRINT CABLE BOX NUMBER 1351 AND A CUT-OFF POWER POLE WITH AJ7661'A STAINLESS STEEL SMALL ROUND COVER BOX ATTACHED NUMBER HLPW5CHLK, 3.2 AJ7661'FT (1.0 M) SOUTH OF POWER POLE NUMBER 146814046804 WITH 1 GUY WIRE AJ7661'ATTACHED AND 0.5 FT (15.2 CM) EAST OF A CARSONITE WITNESS POST. AJ7661 AJ7661 STATION RECOVERY (2005) AJ7661 AJ7661'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 AJ7661'RECOVERED AS DESCRIBED. RECOVERY NOTE BY COONER AND ASSOCIATES, INC. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AK2012 *********************************************************************** AK2012 DESIGNATION - ST CLOUD AK2012 PID - AK2012 AK2012 STATE/COUNTY- FL/OSCEOLA AK2012 USGS QUAD - ST CLOUD SOUTH (1980) AK2012 AK2012 *CURRENT SURVEY CONTROL AK2012 ___________________________________________________________________ AK2012* NAD 83(1986)- 28 14 44. (N) 081 16 59. (W) SCALED AK2012* NAVD 88 - 22.563 (meters) 74.03 (feet) ADJUSTED AK2012 ___________________________________________________________________ AK2012 GEOID HEIGHT- -27.93 (meters) GEOID03 AK2012 DYNAMIC HT - 22.529 (meters) 73.91 (feet) COMP AK2012 MODELED GRAV- 979,158.7 (mgal) NAVD 88 AK2012 AK2012 VERT ORDER - SECOND CLASS I AK2012 AK2012.The horizontal coordinates were scaled from a topographic map and have AK2012.an estimated accuracy of +/- 6 seconds. AK2012 AK2012.The orthometric height was determined by differential leveling AK2012.and adjusted by the National Geodetic Survey in June 1991. AK2012 AK2012.The geoid height was determined by GEOID03. AK2012 AK2012.The dynamic height is computed by dividing the NAVD 88 AK2012.geopotential number by the normal gravity value computed on the AK2012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK2012.degrees latitude (g = 980.6199 gals.). AK2012 AK2012.The modeled gravity was interpolated from observed gravity values. AK2012 AK2012; North East Units Estimated Accuracy AK2012;SPC FL E - 433,450. 172,220. MT (+/- 180 meters Scaled) AK2012 AK2012 SUPERSEDED SURVEY CONTROL AK2012 AK2012 NGVD 29 (09/01/92) 22.861 (m) 75.00 (f) ADJUSTED 2 0 AK2012 AK2012.Superseded values are not recommended for survey control. AK2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK2012.See file dsdata.txt to determine how the superseded data were derived. AK2012 AK2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM722244(NAD 83) AK2012_MARKER: DB = BENCH MARK DISK AK2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK2012_SP_SET: SET IN TOP OF CONCRETE MONUMENT AK2012_STAMPING: ST CLOUD 1934 AK2012_MARK LOGO: CGS AK2012_PROJECTION: PROJECTING 8 CENTIMETERS AK2012_MAGNETIC: N = NO MAGNETIC MATERIAL AK2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK2012+STABILITY: SURFACE MOTION AK2012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK2012+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2001 AK2012 AK2012 HISTORY - Date Condition Report By AK2012 HISTORY - 1934 MONUMENTED CGS AK2012 HISTORY - 1951 GOOD NGS AK2012 HISTORY - 19891124 GOOD USPSQD AK2012 HISTORY - 19990219 GOOD USPSQD AK2012 HISTORY - 20010204 GOOD FLDEP AK2012 HISTORY - 20010709 GOOD FLDEP AK2012 HISTORY - 20041229 POOR GEOCAC AK2012 AK2012 STATION DESCRIPTION AK2012 AK2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 AK2012'AT ST CLOUD. AK2012'AT ST. CLOUD, OSCEOLA COUNTY, NEAR THE CENTER OF THE CITY PARK, AK2012'68 YARDS EAST OF THE CENTER LINE OF NEW YORK AVENUE, 62 YARDS AK2012'NORTH OF THE CENTER LINE OF FOURTEENTH STREET, 54 YARDS SOUTH AK2012'OF THE CURB LINE OF THIRTEENTH STREET, AND 51 YARDS WEST OF AK2012'THE CURB LINE OF PENNSYLVANIA AVENUE. A STANDARD DISK, STAMPED AK2012'ST CLOUD 1934 AND SET IN THE TOP OF A STEEL AND CONCRETE POST AK2012'PROJECTING 2 INCHES ABOVE GROUND. AK2012 AK2012 STATION RECOVERY (1951) AK2012 AK2012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951 AK2012'RECOVERED IN GOOD CONDITION. AK2012 AK2012 STATION RECOVERY (1989) AK2012 AK2012'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS) AK2012'RECOVERED IN GOOD CONDITION. AK2012 AK2012 STATION RECOVERY (1999) AK2012 AK2012'RECOVERY NOTE BY US POWER SQUADRON 1999 AK2012'RECOVERED IN GOOD CONDITION. AK2012 AK2012 STATION RECOVERY (2001) AK2012 AK2012'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AK2012'THE MARK IS IN ST CLOUD, IN SECTION 11, TOWNSHIP 26 SOUTH, RANGE 30 AK2012'EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 192, 441 AK2012'(13TH STREET) AND COUNTY ROAD 523 (VERMONT AVENUE, CANOE CREEK ROAD) AK2012'IN ST. CLOUD, GO EAST ON (SOUTH) U.S. HIGHWAY 192, 441 (13TH STREET) AK2012'FOR 0.55 MI (0.89 KM) TO THE JUNCTION OF NEW YORK AVENUE AND THE MARK AK2012'ON THE RIGHT, SET IN TOP OF A 10-INCH CONCRETE MONUMENT ENCASED IN A AK2012'STEEL PIPE PROJECTING 0.3 FT (9.1 CM) ABOVE THE LEVEL OF THE GROUND AK2012'AND 0.6 FT (18.3 CM) ABOVE THE LEVEL OF U.S. HIGHWAY 192. LOCATED AK2012'199.0 FT (60.7 M) WEST OF THE CENTERLINE OF NEW YORK AVENUE, 161.6 FT AK2012'(49.3 M) EAST OF THE CENTERLINE OF PENNSYLVANIA AVENUE, 150.0 FT (45.7 AK2012'M) SOUTH OF THE MEDIAN OF U.S. HIGHWAY 192 AND 43.0 FT (13.1 M) NORTH AK2012'OF THE CENTER OF THE AMPHITHEATER. NOTE MARK SLANTED HIGH-POINT IS AK2012'(GEO) OF GEODETIC. AK2012 AK2012 STATION RECOVERY (2001) AK2012 AK2012'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AK2012'RECOVERED AS DESCRIBED. AK2012 AK2012 STATION RECOVERY (2004) AK2012 AK2012'RECOVERY NOTE BY GEOCACHING 2004 (MAG) AK2012'MARK HAS BEEN DAMAGED AND DESIGNATION IS PARTIALLY UNREADABLE. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AJ3309 *********************************************************************** AJ3309 DESIGNATION - W 485 AJ3309 PID - AJ3309 AJ3309 STATE/COUNTY- FL/OSCEOLA AJ3309 USGS QUAD - LAKE MARIAN SE (1972) AJ3309 AJ3309 *CURRENT SURVEY CONTROL AJ3309 ___________________________________________________________________ AJ3309* NAD 83(1986)- 27 45 37. (N) 081 05 21. (W) SCALED AJ3309* NAVD 88 - 20.355 (meters) 66.78 (feet) ADJUSTED AJ3309 ___________________________________________________________________ AJ3309 GEOID HEIGHT- -26.66 (meters) GEOID03 AJ3309 DYNAMIC HT - 20.325 (meters) 66.68 (feet) COMP AJ3309 MODELED GRAV- 979,175.7 (mgal) NAVD 88 AJ3309 AJ3309 VERT ORDER - SECOND CLASS I AJ3309 AJ3309.The horizontal coordinates were scaled from a topographic map and have AJ3309.an estimated accuracy of +/- 6 seconds. AJ3309 AJ3309.The orthometric height was determined by differential leveling AJ3309.and adjusted by the National Geodetic Survey in October 2001. AJ3309 AJ3309.The geoid height was determined by GEOID03. AJ3309 AJ3309.The dynamic height is computed by dividing the NAVD 88 AJ3309.geopotential number by the normal gravity value computed on the AJ3309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ3309.degrees latitude (g = 980.6199 gals.). AJ3309 AJ3309.The modeled gravity was interpolated from observed gravity values. AJ3309 AJ3309; North East Units Estimated Accuracy AJ3309;SPC FL E - 379,650. 191,210. MT (+/- 180 meters Scaled) AJ3309 AJ3309 SUPERSEDED SURVEY CONTROL AJ3309 AJ3309.No superseded survey control is available for this station. AJ3309 AJ3309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML912706(NAD 83) AJ3309_MARKER: F = FLANGE-ENCASED ROD AJ3309_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AJ3309_STAMPING: W 485 1999 AJ3309_MARK LOGO: NGS AJ3309_PROJECTION: RECESSED 10 CENTIMETERS AJ3309_MAGNETIC: N = NO MAGNETIC MATERIAL AJ3309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ3309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ3309+SATELLITE: SATELLITE OBSERVATIONS - 1999 AJ3309_ROD/PIPE-DEPTH: 24.4 meters AJ3309 AJ3309 HISTORY - Date Condition Report By AJ3309 HISTORY - 1999 MONUMENTED FLDEP AJ3309 HISTORY - 20050120 GOOD INDIV AJ3309 AJ3309 STATION DESCRIPTION AJ3309 AJ3309'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM) AJ3309'THE MARK IS ABOUT 44.25 MI (71.21 KM) WEST OF VERO BEACH, 34.2 MI AJ3309'(55.0 KM) EAST-NORTHEAST OF LAKE WALES, 12.2 MI (19.6 KM) WEST OF THE AJ3309'INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD 60 IN YEEHAW JUNCTION, AJ3309'IN SECTION 23, TOWNSHIP 31 SOUTH, RANGE 32 EAST. TO REACH THE MARK AJ3309'FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD 60 IN YEEHAW AJ3309'JUNCTION, GO WEST ON STATE ROAD 60 FOR 12.2 MI (19.6 KM) TO THE MARK AJ3309'ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF AJ3309'80.0 FT (24.4 M) WITH A NGS LOGO CAP RECESSED 0.4 FT (12.2 CM) BELOW AJ3309'THE LEVEL OF THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE AJ3309'ROAD 60, THE DATUM POINT IS RECESSED 0.1 FT (3.0 CM) BELOW THE LEVEL AJ3309'OF THE NGS LOGO CAP. LOCATED 83.8 FT (25.5 M) NORTHWEST OF A POWER AJ3309'POLE, 52.7 FT (16.1 M) NORTHEAST OF THE CENTERLINE OF STATE ROAD 60 AJ3309'AND 1.0 SOUTHWEST OF A BARBED WIRE FENCE AND CARSONITE WITNESS POST. AJ3309'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. AJ3309 AJ3309 STATION RECOVERY (2005) AJ3309 AJ3309'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 AJ3309'RECOVERED AS DESCRIBED. RECOVERY NOTE BY COONER AND ASSOCIATES, INC.