1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK1635 *********************************************************************** AK1635 DESIGNATION - 13 AK1635 PID - AK1635 AK1635 STATE/COUNTY- FL/POLK AK1635 USGS QUAD - DAVENPORT (1985) AK1635 AK1635 *CURRENT SURVEY CONTROL AK1635 ___________________________________________________________________ AK1635* NAD 83(1986)- 28 09 18. (N) 081 36 21. (W) SCALED AK1635* NAVD 88 - 44.149 (meters) 144.85 (feet) ADJUSTED AK1635 ___________________________________________________________________ AK1635 GEOID HEIGHT- -27.24 (meters) GEOID99 AK1635 DYNAMIC HT - 44.083 (meters) 144.63 (feet) COMP AK1635 MODELED GRAV- 979,150.4 (mgal) NAVD 88 AK1635 AK1635 VERT ORDER - FIRST CLASS II AK1635 AK1635.The horizontal coordinates were scaled from a topographic map and have AK1635.an estimated accuracy of +/- 6 seconds. AK1635 AK1635.The orthometric height was determined by differential leveling AK1635.and adjusted by the National Geodetic Survey in June 1991. AK1635 AK1635.The geoid height was determined by GEOID99. AK1635 AK1635.The dynamic height is computed by dividing the NAVD 88 AK1635.geopotential number by the normal gravity value computed on the AK1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK1635.degrees latitude (g = 980.6199 gals.). AK1635 AK1635.The modeled gravity was interpolated from observed gravity values. AK1635 AK1635; North East Units Estimated Accuracy AK1635;SPC FL W - 423,450. 238,710. MT (+/- 180 meters Scaled) AK1635 AK1635 SUPERSEDED SURVEY CONTROL AK1635 AK1635 NGVD 29 (??/??/92) 44.405 (m) 145.69 (f) ADJ UNCH 1 2 AK1635 AK1635.Superseded values are not recommended for survey control. AK1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK1635.See file dsdata.txt to determine how the superseded data were derived. AK1635 AK1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM405145(NAD 83) AK1635_MARKER: Z = SEE DESCRIPTION AK1635_SETTING: 30 = FIRE HYDRANT AK1635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AK1635 AK1635 HISTORY - Date Condition Report By AK1635 HISTORY - UNK MONUMENTED FLHD AK1635 HISTORY - 1958 GOOD NGS AK1635 HISTORY - 20030915 MARK NOT FOUND FL-105 AK1635 AK1635 STATION DESCRIPTION AK1635 AK1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AK1635'0.2 MI S FROM DAVENPORT. AK1635'0.25 MILE SOUTH ALONG U.S. HIGHWAYS 17 AND 92 FROM THE ATLANTIC AK1635'COAST LINE RAILROAD STATION AT DAVENPORT AT A JUNCTION WITH A AK1635'PAVED STREET LEADING EAST, 112 FT. SOUTHEAST OF THE SOUTHEAST AK1635'RAIL OF THE ATLANTIC COAST LINE RAILROAD, 47 FT. SOUTHEAST OF AK1635'THE CENTER LINE OF THE HIGHWAY, 30.5 FT. NORTH OF THE CENTER AK1635'LINE OF THE STREET LEADING EAST, 35 FT. EAST OF A POWER POLE, THE AK1635'TOP OF A FIRE HYDRANT WHICH HAS TWO (2) CHISELED MARKS ON IT. AK1635'IT IS BELIEVED THAT THESE ARE WHAT IS REFERRED TO AS AN ARROW AK1635'IN THE ORIGINAL DESCRIPTION. AK1635 AK1635 STATION RECOVERY (2003) AK1635 AK1635'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK1635'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AK1635'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK1637 *********************************************************************** AK1637 DESIGNATION - 15 AK1637 PID - AK1637 AK1637 STATE/COUNTY- FL/POLK AK1637 USGS QUAD - DAVENPORT (1985) AK1637 AK1637 *CURRENT SURVEY CONTROL AK1637 ___________________________________________________________________ AK1637* NAD 83(1986)- 28 09 57. (N) 081 36 03. (W) SCALED AK1637* NAVD 88 - 39.646 (meters) 130.07 (feet) ADJUSTED AK1637 ___________________________________________________________________ AK1637 GEOID HEIGHT- -27.28 (meters) GEOID99 AK1637 DYNAMIC HT - 39.586 (meters) 129.88 (feet) COMP AK1637 MODELED GRAV- 979,150.8 (mgal) NAVD 88 AK1637 AK1637 VERT ORDER - FIRST CLASS II AK1637 AK1637.The horizontal coordinates were scaled from a topographic map and have AK1637.an estimated accuracy of +/- 6 seconds. AK1637 AK1637.The orthometric height was determined by differential leveling AK1637.and adjusted by the National Geodetic Survey in June 1991. AK1637 AK1637.The geoid height was determined by GEOID99. AK1637 AK1637.The dynamic height is computed by dividing the NAVD 88 AK1637.geopotential number by the normal gravity value computed on the AK1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK1637.degrees latitude (g = 980.6199 gals.). AK1637 AK1637.The modeled gravity was interpolated from observed gravity values. AK1637 AK1637; North East Units Estimated Accuracy AK1637;SPC FL W - 424,650. 239,200. MT (+/- 180 meters Scaled) AK1637 AK1637 SUPERSEDED SURVEY CONTROL AK1637 AK1637 NGVD 29 (??/??/92) 39.903 (m) 130.92 (f) ADJ UNCH 1 2 AK1637 AK1637.Superseded values are not recommended for survey control. AK1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK1637.See file dsdata.txt to determine how the superseded data were derived. AK1637 AK1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM410157(NAD 83) AK1637_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION AK1637_SETTING: 30 = PLATFORM AK1637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AK1637 AK1637 HISTORY - Date Condition Report By AK1637 HISTORY - UNK MONUMENTED FLHD AK1637 HISTORY - 1958 MARK NOT FOUND NGS AK1637 HISTORY - 20030915 MARK NOT FOUND FL-105 AK1637 AK1637 STATION DESCRIPTION AK1637 AK1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AK1637'0.5 MI N FROM DAVENPORT. AK1637'0.5 MILE NORTH OF THE ATLANTIC COAST LINE RAILROAD STATION AT AK1637'DAVENPORT, POLK COUNTY, AT THE SOUTHEAST CORNER OF THE PACKING AK1637'AND CANNING PLANT OF THE HOLY HILL FRUIT PRODUCTS CO., AT THE AK1637'EDGE OF THE LOADING PLATFORM, AND ON THE SOUTH END OF AN 8-INCH AK1637'CHANNEL IRON. THE UPPER SURFACE OF THE CHANNEL BEAM. AK1637 AK1637 STATION RECOVERY (2003) AK1637 AK1637'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK1637'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AK1637'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AB5505 *********************************************************************** AB5505 DESIGNATION - 95 063 AB5505 PID - AB5505 AB5505 STATE/COUNTY- FL/POLK AB5505 USGS QUAD - INTERCESSION CITY (1985) AB5505 AB5505 *CURRENT SURVEY CONTROL AB5505 ___________________________________________________________________ AB5505* NAD 83(1999)- 28 15 34.27766(N) 081 35 47.97040(W) ADJUSTED AB5505* NAVD 88 - 37.2 (meters) 122. (feet) GPS OBS AB5505 ___________________________________________________________________ AB5505 X - 821,627.800 (meters) COMP AB5505 Y - -5,561,808.014 (meters) COMP AB5505 Z - 3,001,873.276 (meters) COMP AB5505 LAPLACE CORR- -2.29 (seconds) DEFLEC99 AB5505 ELLIP HEIGHT- 9.67 (meters) (05/31/01) GPS OBS AB5505 GEOID HEIGHT- -27.45 (meters) GEOID99 AB5505 AB5505 HORZ ORDER - FIRST AB5505 ELLP ORDER - FOURTH CLASS I AB5505 AB5505.The horizontal coordinates were established by GPS observations AB5505.and adjusted by the National Geodetic Survey in May 2001. AB5505 AB5505.The orthometric height was determined by GPS observations and a AB5505.high-resolution geoid model. AB5505 AB5505.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB5505 AB5505.The Laplace correction was computed from DEFLEC99 derived deflections. AB5505 AB5505.The ellipsoidal height was determined by GPS observations AB5505.and is referenced to NAD 83. AB5505 AB5505.The geoid height was determined by GEOID99. AB5505 AB5505; North East Units Scale Converg. AB5505;SPC FL W - 435,033.831 239,575.827 MT 0.99996050 +0 11 27.5 AB5505;UTM 17 - 3,126,095.730 441,475.598 MT 0.99964227 -0 16 57.0 AB5505 AB5505: Primary Azimuth Mark Grid Az AB5505:SPC FL W - 95 063A 089 16 05.8 AB5505:UTM 17 - 95 063A 089 44 30.3 AB5505 AB5505|---------------------------------------------------------------------| AB5505| PID Reference Object Distance Geod. Az | AB5505| dddmmss.s | AB5505| AB5504 95 063A APPROX. 0.6 KM 0892733.3 | AB5505|---------------------------------------------------------------------| AB5505 AB5505 SUPERSEDED SURVEY CONTROL AB5505 AB5505 NAD 83(1990)- 28 15 34.27648(N) 081 35 47.96996(W) AD( ) 1 AB5505 ELLIP H (07/11/96) 9.69 (m) GP( ) 4 1 AB5505 AB5505.Superseded values are not recommended for survey control. AB5505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB5505.See file dsdata.txt to determine how the superseded data were derived. AB5505 AB5505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4147626096(NAD 83) AB5505_MARKER: DD = SURVEY DISK AB5505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB5505_STAMPING: PA 31 AB5505_MARK LOGO: FL-097 AB5505_MAGNETIC: O = OTHER; SEE DESCRIPTION AB5505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB5505+STABILITY: SURFACE MOTION AB5505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB5505+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003 AB5505 AB5505 HISTORY - Date Condition Report By AB5505 HISTORY - 1995 MONUMENTED ADRGS AB5505 HISTORY - 19950105 GOOD ADRGS AB5505 HISTORY - 20030904 GOOD INDIV AB5505 HISTORY - 20030910 GOOD FL-105 AB5505 AB5505 STATION DESCRIPTION AB5505 AB5505'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW) AB5505'THE STATION IS SITUATED ON THE OSCEOLA AND POLK COUNTY LINES AND IS AB5505'1.3 MI (2.1 KM) NORTH AND 2.1 MI (3.4 KM) WEST OF THE TOWN OF AB5505'LOUGHMAN. TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD AB5505'54 AND COUNTY ROAD 547 IN LOUGHMAN, GO WEST ON COUNTY ROAD 54 AND THEN AB5505'NORTH ON LAKE WILSON ROAD FOR 2.5 MI (4.0 KM) TO THE INTERSECTION WITH AB5505'OSCEOLA COUNTY ROAD 532. TURN LEFT AND GO WEST ON COUNTY ROAD 532 FOR AB5505'0.35 MI (0.56 KM) TO THE STATION ON THE LEFT, 90.8 FT (27.7 M) SOUTH AB5505'OF THE SOUTH EDGE OF PAVEMENT OF COUNTY ROAD 532. THE STATION IS 1.1 AB5505'FT (0.3 M) NORTH OF A WITNESS POST AND 27.62 FT (8.42 M) IN AZIMUTH 5 AB5505'FROM A PK AND SHINER STAMPED PCP 1943 IN POWER POLE 6-43147. AB5505 AB5505 STATION RECOVERY (2003) AB5505 AB5505'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (GR) AB5505'RECOVERED IN GOOD CONDITION. AB5505 AB5505 STATION RECOVERY (2003) AB5505 AB5505'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AB5505'RECOVERY AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER AB5505'GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AB5504 *********************************************************************** AB5504 DESIGNATION - 95 063A AB5504 PID - AB5504 AB5504 STATE/COUNTY- FL/POLK AB5504 USGS QUAD - INTERCESSION CITY (1985) AB5504 AB5504 *CURRENT SURVEY CONTROL AB5504 ___________________________________________________________________ AB5504* NAD 83(1999)- 28 15 34.45759(N) 081 35 26.38261(W) ADJUSTED AB5504* NAVD 88 - 42.0 (meters) 138. (feet) GPS OBS AB5504 ___________________________________________________________________ AB5504 X - 822,210.135 (meters) COMP AB5504 Y - -5,561,723.597 (meters) COMP AB5504 Z - 3,001,880.437 (meters) COMP AB5504 LAPLACE CORR- -2.28 (seconds) DEFLEC99 AB5504 ELLIP HEIGHT- 14.49 (meters) (05/31/01) GPS OBS AB5504 GEOID HEIGHT- -27.46 (meters) GEOID99 AB5504 AB5504 HORZ ORDER - FIRST AB5504 ELLP ORDER - FOURTH CLASS I AB5504 AB5504.The horizontal coordinates were established by GPS observations AB5504.and adjusted by the National Geodetic Survey in May 2001. AB5504 AB5504.The orthometric height was determined by GPS observations and a AB5504.high-resolution geoid model. AB5504 AB5504.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB5504 AB5504.The Laplace correction was computed from DEFLEC99 derived deflections. AB5504 AB5504.The ellipsoidal height was determined by GPS observations AB5504.and is referenced to NAD 83. AB5504 AB5504.The geoid height was determined by GEOID99. AB5504 AB5504; North East Units Scale Converg. AB5504;SPC FL W - 435,041.345 240,164.200 MT 0.99996108 +0 11 37.7 AB5504;UTM 17 - 3,126,098.381 442,063.826 MT 0.99964143 -0 16 46.8 AB5504 AB5504: Primary Azimuth Mark Grid Az AB5504:SPC FL W - 95 063 269 16 05.8 AB5504:UTM 17 - 95 063 269 44 30.3 AB5504 AB5504|---------------------------------------------------------------------| AB5504| PID Reference Object Distance Geod. Az | AB5504| dddmmss.s | AB5504| AB5505 95 063 APPROX. 0.6 KM 2692743.5 | AB5504|---------------------------------------------------------------------| AB5504 AB5504 SUPERSEDED SURVEY CONTROL AB5504 AB5504 NAD 83(1990)- 28 15 34.45641(N) 081 35 26.38218(W) AD( ) 1 AB5504 ELLIP H (07/11/96) 14.51 (m) GP( ) 4 1 AB5504 AB5504.Superseded values are not recommended for survey control. AB5504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB5504.See file dsdata.txt to determine how the superseded data were derived. AB5504 AB5504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4206426098(NAD 83) AB5504_MARKER: DD = SURVEY DISK AB5504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB5504_STAMPING: PA 30 AB5504_MARK LOGO: FL-097 AB5504_MAGNETIC: O = OTHER; SEE DESCRIPTION AB5504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB5504+STABILITY: SURFACE MOTION AB5504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB5504+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1995 AB5504 AB5504 HISTORY - Date Condition Report By AB5504 HISTORY - 1995 MONUMENTED ADRGS AB5504 HISTORY - 19950105 GOOD ADRGS AB5504 HISTORY - 20030910 MARK NOT FOUND FL-105 AB5504 AB5504 STATION DESCRIPTION AB5504 AB5504'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW) AB5504'THE STATION IS SITUATED ON THE OSCEOLA AND POLK COUNTY LINES AND IS AB5504'1.3 MI (2.1 KM) NORTH AND 1.4 MI (2.3 KM) WEST OF THE TOWN OF AB5504'LOUGHMAN. TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD AB5504'54 AND COUNTY ROAD 547 IN LOUGHMAN, GO WEST ON COUNTY ROAD 54 AND THEN AB5504'NORTH ON LAKE WILSON ROAD FOR 2.5 MI (4.0 KM) TO THE STATION ON THE AB5504'LEFT, 5.8 FT (1.8 M) WEST OF THE WEST EDGE OF PAVEMENT OF LAKE WILSON AB5504'ROAD, 79 FT (24.1 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT OF COUNTY AB5504'ROAD 532 AND 29.5 FT (9.0 M) NORTH OF THE NORTH EDGE OF PAVEMENT OF AB5504'THE ENTRANCE ROAD TO LAKEWOOD CAMPGROUND. THE STATION IS 55.73 FT AB5504'(16.99 M) IN AZIMUTH 60 FROM A PK AND SHINER STAMPED PCP 1943 IN POWER AB5504'POLE 6-25548 AND 1.2 FT (0.4 M) EAST OF A WITNESS POST. AB5504 AB5504 STATION RECOVERY (2003) AB5504 AB5504'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AB5504'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AB5504'DEPARTMENT. NEW FOUR LANE ROAD BEING BUILT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK5378 *********************************************************************** AK5378 DESIGNATION - A 354 AK5378 PID - AK5378 AK5378 STATE/COUNTY- FL/POLK AK5378 USGS QUAD - DAVENPORT (1985) AK5378 AK5378 *CURRENT SURVEY CONTROL AK5378 ___________________________________________________________________ AK5378* NAD 83(1986)- 28 11 29. (N) 081 35 14. (W) SCALED AK5378* NAVD 88 - 41.220 (meters) 135.24 (feet) ADJUSTED AK5378 ___________________________________________________________________ AK5378 GEOID HEIGHT- -27.36 (meters) GEOID99 AK5378 DYNAMIC HT - 41.158 (meters) 135.03 (feet) COMP AK5378 MODELED GRAV- 979,152.4 (mgal) NAVD 88 AK5378 AK5378 VERT ORDER - FIRST CLASS II AK5378 AK5378.The horizontal coordinates were scaled from a topographic map and have AK5378.an estimated accuracy of +/- 6 seconds. AK5378 AK5378.The orthometric height was determined by differential leveling AK5378.and adjusted by the National Geodetic Survey in June 1991. AK5378 AK5378.The geoid height was determined by GEOID99. AK5378 AK5378.The dynamic height is computed by dividing the NAVD 88 AK5378.geopotential number by the normal gravity value computed on the AK5378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK5378.degrees latitude (g = 980.6199 gals.). AK5378 AK5378.The modeled gravity was interpolated from observed gravity values. AK5378 AK5378; North East Units Estimated Accuracy AK5378;SPC FL W - 427,490. 240,530. MT (+/- 180 meters Scaled) AK5378 AK5378 SUPERSEDED SURVEY CONTROL AK5378 AK5378 NGVD 29 (09/01/92) 41.510 (m) 136.19 (f) ADJUSTED 1 2 AK5378 AK5378.Superseded values are not recommended for survey control. AK5378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5378.See file dsdata.txt to determine how the superseded data were derived. AK5378 AK5378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM423185(NAD 83) AK5378_MARKER: DB = BENCH MARK DISK AK5378_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK5378_STAMPING: A 354 1978 AK5378_PROJECTION: RECESSED 10 CENTIMETERS AK5378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK5378_ROD/PIPE-DEPTH: 6.10 meters AK5378 AK5378 HISTORY - Date Condition Report By AK5378 HISTORY - 1978 MONUMENTED NGS AK5378 HISTORY - 1990 GOOD USPSQD AK5378 HISTORY - 20030909 GOOD FL-105 AK5378 AK5378 STATION DESCRIPTION AK5378 AK5378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AK5378'2.45 MI NORTH FROM DAVENPORT. AK5378'2.45 MILES NORTH ALONG STATE HIGHWAY 17, 92 FROM THE INTERSECTION AK5378'OF STATE ROUTE 547(BAY STREET) IN DAVENPORT TO THE MARK ON THE AK5378'LEFT, 0.25 MILE NORTH OF RAILROAD TRACKS CROSSING, 43 FEET WEST AK5378'OF THE CENTERLINE OF HIGHWAY, 2 FEET EAST OF POWER POLE NUMBER AK5378'6-28471 WITH THREE TRANSFORMERS. AK5378'THE MARK IS 2 FT E FROM A WITNESS POST. AK5378'THE MARK IS ABOVE LEVEL WITH HIGHWAY. AK5378 AK5378 STATION RECOVERY (1990) AK5378 AK5378'RECOVERY NOTE BY US POWER SQUADRON 1990 (LBD) AK5378'RECOVERED IN GOOD CONDITION. AK5378 AK5378 STATION RECOVERY (2003) AK5378 AK5378'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK5378'RECOVERY AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER AK5378'GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6012 *********************************************************************** AF6012 DESIGNATION - A 64 AF6012 PID - AF6012 AF6012 STATE/COUNTY- FL/POLK AF6012 USGS QUAD - LAKE WALES (1993) AF6012 AF6012 *CURRENT SURVEY CONTROL AF6012 ___________________________________________________________________ AF6012* NAD 83(1986)- 27 58 53. (N) 081 36 56. (W) SCALED AF6012* NAVD 88 - 39.007 (meters) 127.98 (feet) ADJUSTED AF6012 ___________________________________________________________________ AF6012 GEOID HEIGHT- -26.70 (meters) GEOID99 AF6012 DYNAMIC HT - 38.949 (meters) 127.79 (feet) COMP AF6012 MODELED GRAV- 979,155.3 (mgal) NAVD 88 AF6012 AF6012 VERT ORDER - SECOND CLASS 0 AF6012 AF6012.The horizontal coordinates were scaled from a topographic map and have AF6012.an estimated accuracy of +/- 6 seconds. AF6012 AF6012.The orthometric height was determined by differential leveling AF6012.and adjusted by the National Geodetic Survey in June 1991. AF6012 AF6012.The geoid height was determined by GEOID99. AF6012 AF6012.The dynamic height is computed by dividing the NAVD 88 AF6012.geopotential number by the normal gravity value computed on the AF6012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6012.degrees latitude (g = 980.6199 gals.). AF6012 AF6012.The modeled gravity was interpolated from observed gravity values. AF6012 AF6012; North East Units Estimated Accuracy AF6012;SPC FL W - 404,210. 237,820. MT (+/- 180 meters Scaled) AF6012 AF6012 SUPERSEDED SURVEY CONTROL AF6012 AF6012 NGVD 29 (??/??/92) 39.286 (m) 128.89 (f) ADJ UNCH 2 0 AF6012 AF6012.Superseded values are not recommended for survey control. AF6012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6012.See file dsdata.txt to determine how the superseded data were derived. AF6012 AF6012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML394952(NAD 83) AF6012_MARKER: DB = BENCH MARK DISK AF6012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6012_STAMPING: A 64 1934 AF6012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6012+STABILITY: SURFACE MOTION AF6012 AF6012 HISTORY - Date Condition Report By AF6012 HISTORY - 1934 MONUMENTED CGS AF6012 HISTORY - 1958 MARK NOT FOUND NGS AF6012 HISTORY - 19990302 MARK NOT FOUND USPSQD AF6012 HISTORY - 20030916 MARK NOT FOUND FL-105 AF6012 AF6012 STATION DESCRIPTION AF6012 AF6012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AF6012'2.4 MI N FROM MOUNTAIN LAKE. AF6012'2.4 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM AF6012'MOUNTAIN LAKE, POLK COUNTY, AT WAVERLY, 0.4 MILE SOUTH OF AF6012'MILEPOST 9, 45 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, AF6012'23.7 FEET EAST OF A SIDETRACK SWITCH, AND 17 FEET WEST OF THE AF6012'RIGHT-OF-WAY FENCE. A STANDARD DISK, STAMPED A 64 1934 AND SET AF6012'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND. AF6012 AF6012 STATION RECOVERY (1999) AF6012 AF6012'RECOVERY NOTE BY US POWER SQUADRON 1999 AF6012'MARK NOT FOUND. AF6012 AF6012 STATION RECOVERY (2003) AF6012 AF6012'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6012'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF6012'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK5377 *********************************************************************** AK5377 DESIGNATION - B 354 AK5377 PID - AK5377 AK5377 STATE/COUNTY- FL/POLK AK5377 USGS QUAD - DAVENPORT (1985) AK5377 AK5377 *CURRENT SURVEY CONTROL AK5377 ___________________________________________________________________ AK5377* NAD 83(1986)- 28 12 24. (N) 081 34 39. (W) SCALED AK5377* NAVD 88 - 32.601 (meters) 106.96 (feet) ADJUSTED AK5377 ___________________________________________________________________ AK5377 GEOID HEIGHT- -27.41 (meters) GEOID99 AK5377 DYNAMIC HT - 32.553 (meters) 106.80 (feet) COMP AK5377 MODELED GRAV- 979,153.9 (mgal) NAVD 88 AK5377 AK5377 VERT ORDER - FIRST CLASS II AK5377 AK5377.The horizontal coordinates were scaled from a topographic map and have AK5377.an estimated accuracy of +/- 6 seconds. AK5377 AK5377.The orthometric height was determined by differential leveling AK5377.and adjusted by the National Geodetic Survey in June 1991. AK5377 AK5377.The geoid height was determined by GEOID99. AK5377 AK5377.The dynamic height is computed by dividing the NAVD 88 AK5377.geopotential number by the normal gravity value computed on the AK5377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK5377.degrees latitude (g = 980.6199 gals.). AK5377 AK5377.The modeled gravity was interpolated from observed gravity values. AK5377 AK5377; North East Units Estimated Accuracy AK5377;SPC FL W - 429,180. 241,480. MT (+/- 180 meters Scaled) AK5377 AK5377 SUPERSEDED SURVEY CONTROL AK5377 AK5377 NGVD 29 (09/01/92) 32.892 (m) 107.91 (f) ADJUSTED 1 2 AK5377 AK5377.Superseded values are not recommended for survey control. AK5377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5377.See file dsdata.txt to determine how the superseded data were derived. AK5377 AK5377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM433202(NAD 83) AK5377_MARKER: DB = BENCH MARK DISK AK5377_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK5377_STAMPING: B 354 1978 AK5377_PROJECTION: RECESSED 10 CENTIMETERS AK5377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK5377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK5377+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003 AK5377_ROD/PIPE-DEPTH: 4.88 meters AK5377 AK5377 HISTORY - Date Condition Report By AK5377 HISTORY - 1978 MONUMENTED NGS AK5377 HISTORY - 1990 GOOD USPSQD AK5377 HISTORY - 20030910 GOOD FL-105 AK5377 AK5377 STATION DESCRIPTION AK5377 AK5377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AK5377'3.65 MI NORTH FROM DAVENPORT. AK5377'3.65 MILES NORTH ALONG STATE HIGHWAY 17, 92 FROM THE AK5377'INTERSECTION OF STATE ROUTE 547(BAY STREET) IN DAVENPORT AK5377'TO THE MARK ON THE RIGHT, 154 FEET NORTH OF POWER POLE, AK5377'44 FEET EAST OF CENTERLINE OF HIGHWAY, 28.5 FEET NORTHEAST AK5377'OF THE CENTER OF CULVERT, 2 FEET WEST OF POWER POLE NUMBER 195. AK5377'THE MARK IS 2 FT W FROM A WITNESS POST. AK5377'THE MARK IS 3 FT BELOW HIGHWAY. AK5377 AK5377 STATION RECOVERY (1990) AK5377 AK5377'RECOVERY NOTE BY US POWER SQUADRON 1990 (LBD) AK5377'RECOVERED IN GOOD CONDITION. AK5377 AK5377 STATION RECOVERY (2003) AK5377 AK5377'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK5377'RECOVERY AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER AK5377'GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6013 *********************************************************************** AF6013 DESIGNATION - B 64 AF6013 PID - AF6013 AF6013 STATE/COUNTY- FL/POLK AF6013 USGS QUAD - LAKE WALES (1993) AF6013 AF6013 *CURRENT SURVEY CONTROL AF6013 ___________________________________________________________________ AF6013* NAD 83(1986)- 27 57 01. (N) 081 36 07. (W) SCALED AF6013* NAVD 88 - 38.984 (meters) 127.90 (feet) ADJUSTED AF6013 ___________________________________________________________________ AF6013 GEOID HEIGHT- -26.63 (meters) GEOID99 AF6013 DYNAMIC HT - 38.926 (meters) 127.71 (feet) COMP AF6013 MODELED GRAV- 979,154.7 (mgal) NAVD 88 AF6013 AF6013 VERT ORDER - SECOND CLASS 0 AF6013 AF6013.The horizontal coordinates were scaled from a topographic map and have AF6013.an estimated accuracy of +/- 6 seconds. AF6013 AF6013.The orthometric height was determined by differential leveling AF6013.and adjusted by the National Geodetic Survey in June 1991. AF6013 AF6013.The geoid height was determined by GEOID99. AF6013 AF6013.The dynamic height is computed by dividing the NAVD 88 AF6013.geopotential number by the normal gravity value computed on the AF6013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6013.degrees latitude (g = 980.6199 gals.). AF6013 AF6013.The modeled gravity was interpolated from observed gravity values. AF6013 AF6013; North East Units Estimated Accuracy AF6013;SPC FL W - 400,760. 239,170. MT (+/- 180 meters Scaled) AF6013 AF6013 SUPERSEDED SURVEY CONTROL AF6013 AF6013 NGVD 29 (??/??/92) 39.268 (m) 128.83 (f) ADJ UNCH 2 0 AF6013 AF6013.Superseded values are not recommended for survey control. AF6013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6013.See file dsdata.txt to determine how the superseded data were derived. AF6013 AF6013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML407918(NAD 83) AF6013_MARKER: DB = BENCH MARK DISK AF6013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6013_STAMPING: B64 1934 AF6013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6013+STABILITY: SURFACE MOTION AF6013 AF6013 HISTORY - Date Condition Report By AF6013 HISTORY - 1934 MONUMENTED CGS AF6013 HISTORY - 1958 GOOD NGS AF6013 HISTORY - 1960 GOOD NGS AF6013 HISTORY - 20030916 MARK NOT FOUND FL-105 AF6013 AF6013 STATION DESCRIPTION AF6013 AF6013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AF6013'3.8 MI N FROM LAKE WALES. AF6013'3.8 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM AF6013'THE STATION AT LAKE WALES, 0.15 MILE NORTH OF MILEPOST 12, 289 AF6013'FT. NORTH OF THE CENTER OF AN OILED ROAD CROSSING, 20 FT. AF6013'NORTHWEST OF A SWITCH STAND, 22 FT. EAST OF POWER POLE WL 526, AF6013'22 FT. WEST OF THE WEST RAIL OF THE MAIN TRACK NORTH OF A AF6013'TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS AF6013'0.1 FT. ABOVE THE GROUND. AF6013 AF6013 STATION RECOVERY (1960) AF6013 AF6013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960 AF6013'RECOVERED IN GOOD CONDITION. AF6013 AF6013 STATION RECOVERY (2003) AF6013 AF6013'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6013'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF6013'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF0467 *********************************************************************** AF0467 DESIGNATION - BABSON RESET AF0467 PID - AF0467 AF0467 STATE/COUNTY- FL/POLK AF0467 USGS QUAD - BABSON PARK (1988) AF0467 AF0467 *CURRENT SURVEY CONTROL AF0467 ___________________________________________________________________ AF0467* NAD 83(1999)- 27 48 51.31828(N) 081 32 09.00096(W) ADJUSTED AF0467* NAVD 88 - 89.0 (meters) 292. (feet) VERTCON AF0467 ___________________________________________________________________ AF0467 X - 830,952.528 (meters) COMP AF0467 Y - -5,583,920.168 (meters) COMP AF0467 Z - 2,958,344.374 (meters) COMP AF0467 LAPLACE CORR- -3.24 (seconds) DEFLEC99 AF0467 ELLIP HEIGHT- 62.60 (meters) (07/06/01) GPS OBS AF0467 GEOID HEIGHT- -26.41 (meters) GEOID99 AF0467 AF0467 HORZ ORDER - FIRST AF0467 ELLP ORDER - FOURTH CLASS II AF0467 AF0467.The horizontal coordinates were established by classical geodetic methods AF0467.and adjusted by the National Geodetic Survey in July 2001. AF0467 AF0467.The NAVD 88 height was computed by applying the VERTCON shift value to AF0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF0467 AF0467.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF0467 AF0467.The Laplace correction was computed from DEFLEC99 derived deflections. AF0467 AF0467.The ellipsoidal height was determined by GPS observations AF0467.and is referenced to NAD 83. AF0467 AF0467.The geoid height was determined by GEOID99. AF0467 AF0467; North East Units Scale Converg. AF0467;SPC FL W - 385,712.761 245,731.916 MT 0.99996698 +0 12 59.7 AF0467;UTM 17 - 3,076,741.882 447,224.989 MT 0.99963438 -0 15 00.1 AF0467 AF0467: Primary Azimuth Mark Grid Az AF0467:SPC FL W - BABSON AZ MK 092 07 49.3 AF0467:UTM 17 - BABSON AZ MK 092 35 49.1 AF0467 AF0467|---------------------------------------------------------------------| AF0467| PID Reference Object Distance Geod. Az | AF0467| dddmmss.s | AF0467| CW6913 BABSON AZ MK 0922049.0 | AF0467| CW6915 BABSON RM 1 27.490 METERS 13333 | AF0467| CW6916 BABSON RM 2 24.280 METERS 21717 | AF0467| AF0465 MOUNTAIN LAKE SINGING TOWER APPROX.14.0 KM 3430023.9 | AF0467|---------------------------------------------------------------------| AF0467 AF0467 SUPERSEDED SURVEY CONTROL AF0467 AF0467 ELLIP H (12/04/92) 62.57 (m) GP( ) 3 2 AF0467 NAD 83(1990)- 27 48 51.32206(N) 081 32 09.00381(W) AD( ) 1 AF0467 NAD 83(1986)- 27 48 51.33078(N) 081 32 09.02398(W) AD( ) 1 AF0467 NAD 27 - 27 48 50.23300(N) 081 32 09.75200(W) AD( ) 1 AF0467 NGVD 29 (12/04/92) 89.3 (m) 293. (f) GPS OBS AF0467 AF0467.Superseded values are not recommended for survey control. AF0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF0467.See file dsdata.txt to determine how the superseded data were derived. AF0467 AF0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4722576742(NAD 83) AF0467_MARKER: DS = TRIANGULATION STATION DISK AF0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF0467_STAMPING: BABSON 1935 1975 AF0467_MARK LOGO: NGS AF0467_MAGNETIC: O = OTHER; SEE DESCRIPTION AF0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF0467+STABILITY: SURFACE MOTION AF0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF0467+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2003 AF0467 AF0467 HISTORY - Date Condition Report By AF0467 HISTORY - 1935 MONUMENTED CGS AF0467 HISTORY - 1936 GOOD CGS AF0467 HISTORY - 1941 GOOD CGS AF0467 HISTORY - 1947 SEE DESCRIPTION CGS AF0467 HISTORY - 1958 MARK NOT FOUND CGS AF0467 HISTORY - 1975 SEE DESCRIPTION NGS AF0467 HISTORY - 1975 GOOD NGS AF0467 HISTORY - 19910723 GOOD KEISCH AF0467 HISTORY - 19970203 GOOD USPSQD AF0467 HISTORY - 20030918 GOOD FL-105 AF0467 AF0467 STATION DESCRIPTION AF0467 AF0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB) AF0467'STATION IS 2.0 MILES WSW OF BABSON PARK ON HIGHWAY 8 ON THE N AF0467'SIDE OF THE ROAD WHERE THE ROAD MAKES A 1/2 MILE JOG E AND AF0467'W. STATION IS ON OPEN GROUND ABOUT 6 FEET ABOVE THE ROAD IN AF0467'ELEVATION, 60 FEET N OF THE CENTER LINE OF THE ROAD, 20 FEET N AF0467'OF THE EDGE OF THE BANK, 40 FEET NE OF A PINE TREE AT THE EDGE AF0467'OF THE BANK. MARK IS FLUSH WITH THE SURFACE OF THE GROUND. AF0467' AF0467'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD AF0467'DISKS SET IN CONCRETE AS DESCRIBED. AF0467' AF0467'REFERENCE MARK NO.1 IS SE OF THE STATION 40 FEET S OF THE AF0467'CENTER LINE OF THE ROAD, 6 FEET W OF A TELEPHONE POLE. MARK AF0467'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND. AF0467' AF0467'REFERENCE MARK NO.2 IS SW OF THE STATION, 30 FEET S OF THE AF0467'CENTER LINE OF ROAD, ON TOP OF A SMALL BANK ON THE S SIDE OF AF0467'THE ROAD. MARK PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND. AF0467' AF0467'AZIMUTH MARK IS 0.3 MILE E OF THE STATION, 8 FEET W OF THE AF0467'TELEPHONE POLE NO.320, 50 FEET S OF THE CENTER LINE OF THE ROAD AF0467'WHERE THE ROAD BENDS TO THE N AND TO THE W TOWARD THE STATION. AF0467'MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND. AF0467' AF0467'THERE ARE NO PROMINENT OBJECTS VISIBLE FROM THE GROUND AT THIS AF0467'STATION. AF0467' AF0467'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED AT THIS STATION. AF0467' AF0467'THE AZIMUTH MARK IS VISIBLE FROM THE GROUND AT THE STATION AF0467'USING A 4-FOOT STAND AT THE MARK. AF0467 AF0467 STATION RECOVERY (1936) AF0467 AF0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (RLP) AF0467'STATION RECOVERED, MARKS FOUND IN GOOD CONDITION. ALL AF0467'DISTANCES IN DESCRIPTION CORRECTED AS FOLLOWS-- AF0467' AF0467'STATION IS 2.0 MILES WSW OF BABSON PARK ON HIGHWAY 8 ON THE N AF0467'SIDE OF THE ROAD WHERE THE ROAD MAKES A 1/2 MILE JOG E AND W, ON AF0467'LAND MANAGED BY THE CITRUS GROVE DEVELOPEMENT COMPANY OF BABSON AF0467'PARK. STATION IS ON THE S SIDE OF SMALL VACANT LOT WHICH IS AF0467'BORDERED ON THE E, W AND N BY ORANGE GROVES. IT IS ABOUT 6 AF0467'FEET ABOVE THE ROAD IN ELEVATION, 39 FEET N OF THE CENTER LINE AF0467'OF THE ROAD, 13 FEET N OF THE EDGE OF THE BANK, 25.5 FEET NE OF AF0467'A BLAZED 12-INCH PINE TREE WHICH IS AT THE EDGE OF THE BANK. AF0467'MARK IS FLUSH WITH THE SURFACE OF THE GROUND. AF0467' AF0467'REFERENCE MARK NO.1 IS SE OF THE STATION, 24 FEET S OF THE AF0467'CENTER LINE OF THE ROAD, 5 FEET W OF TELEPHONE POLE. MARK IS AF0467'FLUSH WITH SURFACE OF THE GROUND. AF0467' AF0467'REFERENCE MARK NO.2 IS SW OF THE STATION, 25 FEET S OF THE AF0467'CENTER LINE OF THE ROAD, ON TOP OF A SMALL BANK ON THE S SIDE AF0467'OF THE ROAD. MARK PROJECTS 4 INCHES ABOVE GROUND. AF0467' AF0467'AZIMUTH MARK IS E OF THE STATION, AT CROSSROADS, 24 FEET S OF AF0467'THE CENTER LINE OF HIGHWAY 8, 22 FEET W OF THE CENTER LINE OF AF0467'SAND ROAD S, 1 FOOT E OF TELEPHONE POLE. THIS POLE IS ON LINE AF0467'TO STATION AND MUST BE MOVED TO SEE AZIMUTH MARK. AF0467' AF0467'TO REACH FROM BABSON PARK POST OFFICE, GO S ON STATE HIGHWAY 8 AF0467'FOR 1.9 MILES TO THE STATION ON THE RIGHT. AF0467' AF0467'ALL LIGHTS COME INTO VIEW AT 40 FEET. AF0467 AF0467 STATION RECOVERY (1941) AF0467 AF0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (AWE) AF0467'STATION RECOVERED, BUT IT WAS NECESSARY TO MOVE R.M.NO.1 AND AF0467'R.M.NO.2 DUE TO ROAD CONSTRUCTION. AF0467' AF0467'R.M.NO.1 WAS MOVED 38.01 FEET SOUTHEASTERLY ON ORIGINAL BEARING. AF0467' AF0467'R.M.NO.2 WAS MOVED 29.71 FEET SOUTHWESTERLY ON ORIGINAL AF0467'BEARING. AF0467' AF0467'THE NEW DESCRIPTION FOLLOWS-- AF0467' AF0467'STATION IS 2.0 MILES WSW OF BABSON PARK, FLORIDA, ON STATE AF0467'ROAD 8. IT IS ON THE N SIDE OF ROAD WHERE ROAD MAKES A HALF AF0467'MILE JOG E AND W. STATION IS ABOUT HALFWAY UP BACK SLOPE AND AF0467'ABOUT 3 FEET ABOVE ELEVATION OF ROAD. IT IS 37 FEET N OF AF0467'CENTER LINE AT STATION 307 + 87. MARK IS FLUSH WITH BACK SLOPE. AF0467' AF0467'R.M.NO.1 IS 128.20 FEET SE OF STATION, 50 FEET S OF CENTER AF0467'LINE OF ROAD NO. 8 AT STATION 308 + 81. MARK PROJECTS 6 INCHES AF0467'ABOVE THE SURFACE OF GROUND. AF0467' AF0467'REFERENCE MARK NO.2 IS 109.37 FEET SW OF STATION, 50 FEET S OF AF0467'CENTER LINE OF ROAD NO.8 AT STATION 307 + 24. MARK PROJECTS 6 AF0467'INCHES ABOVE THE SURFACE OF GROUND. AF0467 AF0467 STATION RECOVERY (1947) AF0467 AF0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GBG) AF0467'STATION WAS FOUND BUT IT HAD APPARENTLY BEEN LOWERED DUE TO ROAD AF0467'CHANGES AND THE REFERENCE MARKS EVIDENTLY REBUILT IN 1941. A AF0467'NEW DESCRIPTION FOLLOWS--THE STATION IS 1.8 MILES SW OF AF0467'BABSON PARK, ON THE N SIDE OF U.S. HIGHWAY 17, ON FLAT TOP OF A AF0467'HILL COVERED WITH CITRUS GROVES. IT IS ABOUT 1,578 FEET W OF AF0467'CROSSROADS AT THE SE CORNER OF THE NE QUARTER OF SEC. 5, T. 31 AF0467'S., R.28 E.. 370 FEET E OF JUNCTION OF OLD HIGHWAY ON CURVE. AF0467'245 FEET W OF A DIM N-S CROSS ROAD, ABOUT 70 FEET E OF E END OF AF0467'CURVE TO THE S. 36.7 FEET N OF THE CENTER LINE OF THE AF0467'HIGHWAY. AND ABOUT 10 FEET W OF THE LINE OF A ROW OF AF0467'CITRUS TREES TO N. ABOUT HALFWAY FROM TOP OF BANK TO DITCH, IN AF0467'SMALL CUT. IT IS A BRONZE DISK, STAMPED BABSON 1935, IN CONCRETE. AF0467' AF0467'REFERENCE MARK 1 IS 127.79 FEET SE OF THE STATION. 50.5 FEET AF0467'S OF CENTER LINE OF HIGHWAY. 22 FEET ESE OF A TELEGRAPH POLE. AND AF0467'HALFWAY BETWEEN TWO ROWS OF CITRUS TREES TO THE S. IT IS A AF0467'BRONZE DISK STAMPED BABSON 1935 R M NO 1 1941. AF0467' AF0467'REFERENCE MARK 2 IS 109.21 FEET SW OF THE STATION. 50.25 FEET AF0467'S OF CENTER LINE OF THE HIGHWAY. 29.75 FEET E OF A CONCRETE AF0467'HIGHWAY RIGHT-OF-WAY MARKER. AND 3 FEET SW OF A TELEGRAPH AF0467'POLE. ABOUT IN LINE OF CITRUS TREES TO THE S. IT IS A BRONZE AF0467'DISK, STAMPED BABSON 1935 R M NO 2 1941, IN CONCRETE. AF0467' AF0467'AZIMUTH MARK IS E OF THE STATION, AT CROSSROADS. 24 FEET S OF AF0467'CENTER LINE OF E-W ROAD (OLD HIGHWAY W). 22 FEET W OF CENTER AF0467'LINE OF DIRT ROAD S. AND 1 FOOT E OF TELEPHONE POLE. AF0467' AF0467'TO REACH THE STATION FROM THE POST OFFICE AT BABSON PARK, GO S AF0467'ON U.S. HIGHWAY 17 FOR 1.8 MILES TO STATION ON N SIDE OF ROAD AF0467'AT SMALL CUT ON TOP OF HILL. AF0467 AF0467 STATION RECOVERY (1958) AF0467 AF0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW) AF0467'THIS STATION WAS FOUND DESTROYED IN JULY, 1958. THE UNDERGROUND AF0467'MARK WAS FOUND LYING ON TOP OF THE GROUND. THE DISK WAS STILL AF0467'IN THE PIECE OF CONCRETE. NO TRACE OF THE SURFACE MARK WAS AF0467'FOUND. THE AZIMUTH MARK WAS FOUND DESTROYED. THE POST WAS AF0467'FOUND BROKEN OFF. THE DISK WAS NOT MOVED. THE REFERENCE AF0467'MARKS WERE SEARCHED FOR BUT NOT RECOVERED. THEY WERE AT THE AF0467'EDGE OF AN ORANGE GROVE AND HAVE PROBABLY BEEN DESTROYED BY AF0467'CULTIVATION. AF0467 AF0467 STATION RECOVERY (1975) AF0467 AF0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN) AF0467'THE SURFACE STATION MARK WAS RECOVERED AND FOUND SLIGHTLY AF0467'LEANING TO THE SOUTH. REFERENCE MARKS 1, 2 AND AZIMUTH MARK AF0467'WERE FOUND DESTROYED. THE CENTER POINT OF THE SURFACE STATION AF0467'MARK WAS HELD AND THE SURFACE MARK WAS RECOVERED. THERE WAS NO AF0467'UNDERGROUND STATION MARK. AN ADJUSTMENT WAS MADE FOR THE LEAN AF0467'AND A NEW UNDERGROUND AND SURFACE STATION MARKS WERE AF0467'SET. REFERENCE MARKS 3, 4 AND AZIMUTH MARK WERE SET. A AF0467'POLARIS OBSERVATION WAS OBSERVED AT THIS TIME. DUE TO CHANGES, AF0467'A COMPLETE NEW DESCRIPTION FOLLOWS. AF0467' AF0467'STATION IS ABOUT 7 MILES SOUTH-SOUTHEAST OF LAKE WALES, 5 AF0467'MILES NORTH OF FROSTPROOF AND ON THE NORTH RIGHT-OF-WAY OF U.S. AF0467'HIGHWAY ALTERNATE 27. AF0467' AF0467'TO REACH THE STATION FROM THE POST OFFICE IN BABSON PARK, GO AF0467'SOUTH AND WEST ON U.S. HIGHWAY ALTERNATE 27 FOR 1.6 MILES TO AF0467'MURRY ROAD ON LEFT. (TO REACH THE AZIMUTH MARK FROM HERE, TURN AF0467'A SHARP LEFT AND GO EAST ON MURRY ROAD FOR 0.1 MILE TO AF0467'CROSSROAD AND AZIMUTH MARK ON RIGHT.) CONTINUE AHEAD WEST ON AF0467'U.S. HIGHWAY ALTERNATE 27 FOR 0.2 MILE TO A MICROWAVE TOWER ON AF0467'LEFT AND THE STATION ON RIGHT. AF0467' AF0467'STATION MARKS, ARE STANDARD DISKS STAMPED BABSON 1935 1975. THE AF0467'SURFACE STATION MARK IS SET IN THE TOP OF A 12-INCH SQUARE AF0467'CONCRETE MONUMENT THAT IS 12-INCHES BELOW THE GROUND SURFACE. IT AF0467'IS 244 FEET WEST OF THE CENTER OF CATHERINE AVENUE, 138.5 AF0467'FEET WEST OF REPEATER HUT NUMBER 46, 84.5 FEET EAST OF POWER AF0467'LINE POLE R 31 FF-7651, 37 FEET NORTH OF THE CENTER LINE OF AF0467'U.S. HIGHWAY ALTERNATE 27, ON ROAD EMBANKMENT ABOUT 4 FEET AF0467'ABOVE ROAD SURFACE AND 1.5 FEET NORTH OF A METAL WITNESS POST. AF0467'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE AF0467'50-INCHES BELOW THE GROUND SURFACE. AF0467' AF0467'REFERENCE MARK 3, A STANDARD DISK CEMENTED IN A DRILL HOLE IN AF0467'THE NORTH HEADWALL OF A CONCRETE CULVERT FOR DRIVEWAY TO THE AF0467'MICROWAVE TOWER. IT IS 103 FEET WEST OF THE PROJECTED CENTER AF0467'LINE OF CATHERINE AVENUE, 29 FEET SOUTH OF THE CENTER OF AF0467'HIGHWAY AND 14 FEET WEST OF THE CENTER OF DRIVEWAY TO MICROWAVE AF0467'TOWER. (STAMPED BABSON 1935 NO 3 1975.) AF0467' AF0467'REFERENCE MARK 4, A STANDARD DISK STAMPED BABSON 1935 NO 4 AF0467'1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE AF0467'MONUMENT THAT PROJECTS 1-INCH ABOVE THE GROUND SURFACE. IT IS AF0467'43.5 FEET NORTH OF THE CENTER OF HIGHWAY, 1.5 FEET EAST OF AF0467'POWER LINE POLE R31 FF-7651 AND 6-INCHES NORTH OF A METAL AF0467'WITNESS POST. AF0467' AF0467'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A 12-INCH AF0467'CYLINDRICAL CONCRETE MONUMENT IS STAMPED BABSON 1935 AZ 1975 AF0467'AND SET 1-INCH BELOW THE GROUND SURFACE. IT IS 25 FEET SOUTH AF0467'OF THE CENTER OF MURRY ROAD, 22 FEET NORTH OF THE CENTER OF AN AF0467'EAST-WEST ROAD AND 9 FEET EAST-SOUTHEAST OF A METAL WITNESS AF0467'POST AND POWER LINE POLE BRACE POLE. AF0467' AF0467'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET. AF0467' AF0467'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AF0467'1.8 MILES SOUTHWEST OF BABSON PARK. AF0467 AF0467 STATION RECOVERY (1975) AF0467 AF0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 AF0467'RECOVERED IN GOOD CONDITION. AF0467 AF0467 STATION RECOVERY (1991) AF0467 AF0467'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1991 AF0467'RECOVERED IN GOOD CONDITION. AF0467 AF0467 STATION RECOVERY (1997) AF0467 AF0467'RECOVERY NOTE BY US POWER SQUADRON 1997 AF0467'RECOVERED IN GOOD CONDITION. AF0467 AF0467 STATION RECOVERY (2003) AF0467 AF0467'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF0467'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF0467'APPRAISER GIS DEPARTMENT. SET CARSONITE WITNESS POST N35E AT 8.9'FT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK5376 *********************************************************************** AK5376 DESIGNATION - C 354 AK5376 PID - AK5376 AK5376 STATE/COUNTY- FL/POLK AK5376 USGS QUAD - DAVENPORT (1985) AK5376 AK5376 *CURRENT SURVEY CONTROL AK5376 ___________________________________________________________________ AK5376* NAD 83(1986)- 28 13 18. (N) 081 34 04. (W) SCALED AK5376* NAVD 88 - 32.756 (meters) 107.47 (feet) ADJUSTED AK5376 ___________________________________________________________________ AK5376 GEOID HEIGHT- -27.46 (meters) GEOID99 AK5376 DYNAMIC HT - 32.707 (meters) 107.31 (feet) COMP AK5376 MODELED GRAV- 979,155.5 (mgal) NAVD 88 AK5376 AK5376 VERT ORDER - FIRST CLASS II AK5376 AK5376.The horizontal coordinates were scaled from a topographic map and have AK5376.an estimated accuracy of +/- 6 seconds. AK5376 AK5376.The orthometric height was determined by differential leveling AK5376.and adjusted by the National Geodetic Survey in June 1991. AK5376 AK5376.The geoid height was determined by GEOID99. AK5376 AK5376.The dynamic height is computed by dividing the NAVD 88 AK5376.geopotential number by the normal gravity value computed on the AK5376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK5376.degrees latitude (g = 980.6199 gals.). AK5376 AK5376.The modeled gravity was interpolated from observed gravity values. AK5376 AK5376; North East Units Estimated Accuracy AK5376;SPC FL W - 430,850. 242,430. MT (+/- 180 meters Scaled) AK5376 AK5376 SUPERSEDED SURVEY CONTROL AK5376 AK5376 NGVD 29 (09/01/92) 33.046 (m) 108.42 (f) ADJUSTED 1 2 AK5376 AK5376.Superseded values are not recommended for survey control. AK5376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5376.See file dsdata.txt to determine how the superseded data were derived. AK5376 AK5376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM442218(NAD 83) AK5376_MARKER: DB = BENCH MARK DISK AK5376_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK5376_STAMPING: C 354 1978 AK5376_PROJECTION: RECESSED 10 CENTIMETERS AK5376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK5376_ROD/PIPE-DEPTH: 4.88 meters AK5376 AK5376 HISTORY - Date Condition Report By AK5376 HISTORY - 1978 MONUMENTED NGS AK5376 HISTORY - 1985 GOOD USPSQD AK5376 HISTORY - 1990 MARK NOT FOUND USPSQD AK5376 HISTORY - 20030909 MARK NOT FOUND FL-105 AK5376 AK5376 STATION DESCRIPTION AK5376 AK5376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AK5376'4.85 MI NORTH FROM DAVENPORT. AK5376'4.85 MILES NORTH ALONG STATE HIGHWAY 17, 92 FROM THE AK5376'INTERSECTION OF STATE ROUTE 547(BAY STREET) IN DAVENPORT TO THE AK5376'MARK ON THE RIGHT, 45 FEET EAST OF CENTERLINE OF HIGHWAY, 5.5 AK5376'FEET WEST OF WIRE FENCE, 2 FEET NORTH OF POWER POLE. AK5376'THE MARK IS 2 FT N FROM A WITNESS POST. AK5376'THE MARK IS 1 FT ABOVE HIGHWAY. AK5376 AK5376 STATION RECOVERY (1985) AK5376 AK5376'RECOVERY NOTE BY US POWER SQUADRON 1985 AK5376'4.85 MILES NORTH ALONG STATE HIGHWAY 17-92 FROM THE INTERSECTION OF AK5376'STATE ROUTE 547 (BAY STREET) IN DAVENPORT TO THE MARK ON THE RIGHT 45 AK5376'FEET EAST OF CENTERLINE OF HIGHWAY. 5.5 FEET WEST OF WIRE FENCE 2 AK5376'FEET NORTH OF POWER POLE. A STAINLESS STEEL ROD SET TO A DEPTH OF 16 AK5376'FEET ENCASED IN A PIPE RECESSED 4 INCHES. 1 FOOT ABOVE HIGHWAY 2 FEET AK5376'NORTH FROM A WITNESS POST. AK5376 AK5376 STATION RECOVERY (1990) AK5376 AK5376'RECOVERY NOTE BY US POWER SQUADRON 1990 (LBD) AK5376'MARK NOT FOUND. AK5376 AK5376 STATION RECOVERY (2003) AK5376 AK5376'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK5376'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AK5376'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6014 *********************************************************************** AF6014 DESIGNATION - C 64 AF6014 PID - AF6014 AF6014 STATE/COUNTY- FL/POLK AF6014 USGS QUAD - LAKE WALES (1993) AF6014 AF6014 *CURRENT SURVEY CONTROL AF6014 ___________________________________________________________________ AF6014* NAD 83(1986)- 27 55 29. (N) 081 35 43. (W) SCALED AF6014* NAVD 88 - 40.128 (meters) 131.65 (feet) ADJUSTED AF6014 ___________________________________________________________________ AF6014 GEOID HEIGHT- -26.57 (meters) GEOID99 AF6014 DYNAMIC HT - 40.068 (meters) 131.46 (feet) COMP AF6014 MODELED GRAV- 979,153.4 (mgal) NAVD 88 AF6014 AF6014 VERT ORDER - SECOND CLASS 0 AF6014 AF6014.The horizontal coordinates were scaled from a topographic map and have AF6014.an estimated accuracy of +/- 6 seconds. AF6014 AF6014.The orthometric height was determined by differential leveling AF6014.and adjusted by the National Geodetic Survey in June 1991. AF6014 AF6014.The geoid height was determined by GEOID99. AF6014 AF6014.The dynamic height is computed by dividing the NAVD 88 AF6014.geopotential number by the normal gravity value computed on the AF6014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6014.degrees latitude (g = 980.6199 gals.). AF6014 AF6014.The modeled gravity was interpolated from observed gravity values. AF6014 AF6014; North East Units Estimated Accuracy AF6014;SPC FL W - 397,930. 239,840. MT (+/- 180 meters Scaled) AF6014 AF6014 SUPERSEDED SURVEY CONTROL AF6014 AF6014 NGVD 29 (??/??/92) 40.415 (m) 132.59 (f) ADJ UNCH 2 0 AF6014 AF6014.Superseded values are not recommended for survey control. AF6014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6014.See file dsdata.txt to determine how the superseded data were derived. AF6014 AF6014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML414890(NAD 83) AF6014_MARKER: DB = BENCH MARK DISK AF6014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6014_STAMPING: C64 1934 AF6014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6014+STABILITY: SURFACE MOTION AF6014 AF6014 HISTORY - Date Condition Report By AF6014 HISTORY - 1934 MONUMENTED CGS AF6014 HISTORY - 1958 MARK NOT FOUND NGS AF6014 HISTORY - 20030916 MARK NOT FOUND FL-105 AF6014 AF6014 STATION DESCRIPTION AF6014 AF6014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AF6014'2.1 MI N FROM LAKE WALES. AF6014'2.1 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE AF6014'STATION AT LAKE WALES, POLK COUNTY, 1.3 MILES NORTH OF THE AF6014'CROSSING OF THE SEABOARD AIR LINE RAILWAY, 0.5 MILE SOUTH OF AF6014'MILEPOST 13, AT A ROAD CROSSING 90 YARDS NORTH OF THE CENTERLINE AF6014'OF THE ROAD, 33.3 FEET EAST OF THE EAST RAIL, AND 44 FEET WEST AF6014'OF THE CENTERLINE OF STATE HIGHWAY 8. A STANDARD DISK, STAMPED AF6014'C 64 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 AF6014'INCHES ABOVE GROUND. AF6014 AF6014 STATION RECOVERY (2003) AF6014 AF6014'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6014'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF6014'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6015 *********************************************************************** AF6015 DESIGNATION - D 64 AF6015 PID - AF6015 AF6015 STATE/COUNTY- FL/POLK AF6015 USGS QUAD - LAKE WALES (1993) AF6015 AF6015 *CURRENT SURVEY CONTROL AF6015 ___________________________________________________________________ AF6015* NAD 83(1986)- 27 54 41. (N) 081 35 24. (W) SCALED AF6015* NAVD 88 - 41.013 (meters) 134.56 (feet) ADJUSTED AF6015 ___________________________________________________________________ AF6015 GEOID HEIGHT- -26.54 (meters) GEOID99 AF6015 DYNAMIC HT - 40.952 (meters) 134.36 (feet) COMP AF6015 MODELED GRAV- 979,152.6 (mgal) NAVD 88 AF6015 AF6015 VERT ORDER - SECOND CLASS 0 AF6015 AF6015.The horizontal coordinates were scaled from a topographic map and have AF6015.an estimated accuracy of +/- 6 seconds. AF6015 AF6015.The orthometric height was determined by differential leveling AF6015.and adjusted by the National Geodetic Survey in June 1991. AF6015 AF6015.The geoid height was determined by GEOID99. AF6015 AF6015.The dynamic height is computed by dividing the NAVD 88 AF6015.geopotential number by the normal gravity value computed on the AF6015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6015.degrees latitude (g = 980.6199 gals.). AF6015 AF6015.The modeled gravity was interpolated from observed gravity values. AF6015 AF6015; North East Units Estimated Accuracy AF6015;SPC FL W - 396,460. 240,360. MT (+/- 180 meters Scaled) AF6015 AF6015 SUPERSEDED SURVEY CONTROL AF6015 AF6015 NGVD 29 (??/??/92) 41.30 (m) 135.5 (f) COMPUTED 2 0 AF6015 AF6015.Superseded values are not recommended for survey control. AF6015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6015.See file dsdata.txt to determine how the superseded data were derived. AF6015 AF6015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML419875(NAD 83) AF6015_MARKER: DB = BENCH MARK DISK AF6015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6015_STAMPING: D 64 1934 AF6015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6015+STABILITY: SURFACE MOTION AF6015 AF6015 HISTORY - Date Condition Report By AF6015 HISTORY - 1934 MONUMENTED CGS AF6015 HISTORY - 1958 GOOD NGS AF6015 HISTORY - 20030916 MARK NOT FOUND FL-105 AF6015 AF6015 STATION DESCRIPTION AF6015 AF6015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AF6015'1 MI N FROM LAKE WALES. AF6015'AT LAKE WALES, POLK COUNTY, 1.0 MILE NORTH OF THE ATLANTIC COAST AF6015'LINE RAILROAD STATION, 0.5 MILE SOUTH OF MILEPOST 14, 0.3 MILE AF6015'NORTH OF THE CROSSING OF THE SEABOARD AIR LINE RAILWAY, 70 YARDS AF6015'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING OF THE W.J. AF6015'FRINK LUMBER CO., 47.7 FEET WEST OF THE WEST RAIL OF THE MAIN AF6015'TRACK, 14.5 FEET NORTH OF THE CURB OF LINCOLN AVENUE AND SET IN AF6015'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND. AF6015 AF6015 STATION RECOVERY (2003) AF6015 AF6015'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6015'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF6015'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6026 *********************************************************************** AF6026 DESIGNATION - F 64 AF6026 PID - AF6026 AF6026 STATE/COUNTY- FL/POLK AF6026 USGS QUAD - BABSON PARK (1988) AF6026 AF6026 *CURRENT SURVEY CONTROL AF6026 ___________________________________________________________________ AF6026* NAD 83(1986)- 27 52 25. (N) 081 33 21. (W) SCALED AF6026* NAVD 88 - 49.238 (meters) 161.54 (feet) ADJUSTED AF6026 ___________________________________________________________________ AF6026 GEOID HEIGHT- -26.52 (meters) GEOID99 AF6026 DYNAMIC HT - 49.164 (meters) 161.30 (feet) COMP AF6026 MODELED GRAV- 979,149.1 (mgal) NAVD 88 AF6026 AF6026 VERT ORDER - SECOND CLASS 0 AF6026 AF6026.The horizontal coordinates were scaled from a topographic map and have AF6026.an estimated accuracy of +/- 6 seconds. AF6026 AF6026.The orthometric height was determined by differential leveling AF6026.and adjusted by the National Geodetic Survey in June 1991. AF6026 AF6026.The geoid height was determined by GEOID99. AF6026 AF6026.The dynamic height is computed by dividing the NAVD 88 AF6026.geopotential number by the normal gravity value computed on the AF6026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6026.degrees latitude (g = 980.6199 gals.). AF6026 AF6026.The modeled gravity was interpolated from observed gravity values. AF6026 AF6026; North East Units Estimated Accuracy AF6026;SPC FL W - 392,280. 243,740. MT (+/- 180 meters Scaled) AF6026 AF6026 SUPERSEDED SURVEY CONTROL AF6026 AF6026 NGVD 29 (??/??/92) 49.530 (m) 162.50 (f) ADJ UNCH 2 0 AF6026 AF6026.Superseded values are not recommended for survey control. AF6026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6026.See file dsdata.txt to determine how the superseded data were derived. AF6026 AF6026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML452833(NAD 83) AF6026_MARKER: DB = BENCH MARK DISK AF6026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6026_STAMPING: F 64 1934 AF6026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6026+STABILITY: SURFACE MOTION AF6026 AF6026 HISTORY - Date Condition Report By AF6026 HISTORY - 1934 MONUMENTED CGS AF6026 HISTORY - 1958 GOOD NGS AF6026 HISTORY - 1960 GOOD NGS AF6026 HISTORY - 20030918 MARK NOT FOUND FL-105 AF6026 AF6026 STATION DESCRIPTION AF6026 AF6026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AF6026'2.4 MI SE FROM LAKE WALES. AF6026'2.4 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM AF6026'THE STATION AT LAKE WALES, 108 FT. EAST OF THE STATION SIGN AT AF6026'HIGHLAND PARK, 94 FT. SOUTH SOUTHEAST OF MILEPOST 18, 57 FT. AF6026'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 28 FT. SOUTH OF THE AF6026'SOUTH RAIL OF A SIDE TRACK, 21 FT. NORTH OF THE NORTH SIDE OF AF6026'THE HUNT PACKING COMPANY GARAGE, 125 FT. WEST OF THE CENTER LINE AF6026'OF A ROAD, 126 FT. WEST SOUTHWEST OF THE CENTER OF A ROAD AF6026'CROSSING, 13 FT. NORTHWEST OF A POWER POLE, 6 FT. SOUTH OF A AF6026'TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS AF6026'1.0 FT. ABOVE THE GROUND. AF6026 AF6026 STATION RECOVERY (1960) AF6026 AF6026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960 AF6026'RECOVERED IN GOOD CONDITION. AF6026 AF6026 STATION RECOVERY (2003) AF6026 AF6026'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6026'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF6026'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7009 *********************************************************************** AF7009 DESIGNATION - FCD 8 FLDT AF7009 PID - AF7009 AF7009 STATE/COUNTY- FL/POLK AF7009 USGS QUAD - LAKE WEOHYAKAPKA (1972) AF7009 AF7009 *CURRENT SURVEY CONTROL AF7009 ___________________________________________________________________ AF7009* NAD 83(1986)- 27 52 24. (N) 081 23 53. (W) SCALED AF7009* NAVD 88 - 20.058 (meters) 65.81 (feet) ADJUSTED AF7009 ___________________________________________________________________ AF7009 GEOID HEIGHT- -26.93 (meters) GEOID99 AF7009 DYNAMIC HT - 20.028 (meters) 65.71 (feet) COMP AF7009 MODELED GRAV- 979,142.5 (mgal) NAVD 88 AF7009 AF7009 VERT ORDER - SECOND CLASS I AF7009 AF7009.The horizontal coordinates were scaled from a topographic map and have AF7009.an estimated accuracy of +/- 6 seconds. AF7009 AF7009.The orthometric height was determined by differential leveling AF7009.and adjusted by the National Geodetic Survey in June 1991. AF7009 AF7009.The geoid height was determined by GEOID99. AF7009 AF7009.The dynamic height is computed by dividing the NAVD 88 AF7009.geopotential number by the normal gravity value computed on the AF7009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7009.degrees latitude (g = 980.6199 gals.). AF7009 AF7009.The modeled gravity was interpolated from observed gravity values. AF7009 AF7009; North East Units Estimated Accuracy AF7009;SPC FL W - 392,320. 259,280. MT (+/- 180 meters Scaled) AF7009 AF7009 SUPERSEDED SURVEY CONTROL AF7009 AF7009 NGVD 29 (09/01/92) 20.426 (m) 67.01 (f) ADJUSTED 2 1 AF7009 AF7009.Superseded values are not recommended for survey control. AF7009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7009.See file dsdata.txt to determine how the superseded data were derived. AF7009 AF7009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML608832(NAD 83) AF7009_MARKER: DB = BENCH MARK DISK AF7009_SETTING: 32 = CONCRETE BRIDGE ABUTMENT AF7009_STAMPING: FCD-8 66.95 AF7009_MARK LOGO: FLDT AF7009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7009+STABILITY: SURFACE MOTION AF7009 AF7009 HISTORY - Date Condition Report By AF7009 HISTORY - UNK MONUMENTED FLDT AF7009 HISTORY - 1983 GOOD FLDNR AF7009 HISTORY - 1990 GOOD USPSQD AF7009 HISTORY - 19970203 MARK NOT FOUND USPSQD AF7009 HISTORY - 20030929 MARK NOT FOUND FL-105 AF7009 AF7009 STATION DESCRIPTION AF7009 AF7009'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7009'11.45 MI ESE FROM LAKE WALES. AF7009'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL AF7009'RAILROAD, GO 11.45 MILES EASTERLY ON HIGHWAY 60 TO THE AF7009'BRIDGE OVER WEOHYAKAPKA CREEK. THE MARK BEARS 18.2 FEET AF7009'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND IS AT THE WEST AF7009'CORNER OF THE BRIDGE. AF7009'THE MARK IS 1 FT ABOVE HIGHWAY CENTERLINE. AF7009 AF7009 STATION RECOVERY (1990) AF7009 AF7009'RECOVERY NOTE BY US POWER SQUADRON 1990 (HMB) AF7009'RECOVERED IN GOOD CONDITION. AF7009 AF7009 STATION RECOVERY (1997) AF7009 AF7009'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7009'MARK NOT FOUND. AF7009 AF7009 STATION RECOVERY (2003) AF7009 AF7009'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7009'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF7009'DEPARTMENT. NEW BRIDGE. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7413 *********************************************************************** AF7413 CBN - This is a Cooperative Base Network Control Station. AF7413 DESIGNATION - FLGPS 50 AF7413 PID - AF7413 AF7413 STATE/COUNTY- FL/POLK AF7413 USGS QUAD - LAKE WEOHYAKAPKA NE (1972) AF7413 AF7413 *CURRENT SURVEY CONTROL AF7413 ___________________________________________________________________ AF7413* NAD 83(1999)- 27 56 38.79338(N) 081 20 44.17845(W) ADJUSTED AF7413* NAVD 88 - 15.9 (meters) 52. (feet) GPS OBS AF7413 ___________________________________________________________________ AF7413 X - 848,464.796 (meters) COMP AF7413 Y - -5,574,413.599 (meters) COMP AF7413 Z - 2,971,029.799 (meters) COMP AF7413 LAPLACE CORR- -1.81 (seconds) DEFLEC99 AF7413 ELLIP HEIGHT- -11.31 (meters) (05/31/01) GPS OBS AF7413 GEOID HEIGHT- -27.22 (meters) GEOID99 AF7413 AF7413 HORZ ORDER - B AF7413 ELLP ORDER - FIFTH CLASS I AF7413 AF7413.The horizontal coordinates were established by GPS observations AF7413.and adjusted by the National Geodetic Survey in May 2001. AF7413 AF7413.The orthometric height was determined by GPS observations and a AF7413.high-resolution geoid model. AF7413 AF7413.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7413 AF7413.The Laplace correction was computed from DEFLEC99 derived deflections. AF7413 AF7413.The ellipsoidal height was determined by GPS observations AF7413.and is referenced to NAD 83. AF7413 AF7413.The geoid height was determined by GEOID99. AF7413 AF7413; North East Units Scale Converg. AF7413;SPC FL W - 400,187.934 264,397.685 MT 0.99999234 +0 18 24.0 AF7413;SPC FL E - 400,063.663 165,989.995 MT 0.99995545 -0 09 43.0 AF7413;UTM 17 - 3,091,059.144 466,001.599 MT 0.99961427 -0 09 43.0 AF7413 AF7413: Primary Azimuth Mark Grid Az AF7413:SPC FL W - FLGPS 50 AZ MK 058 10 15.2 AF7413:SPC FL E - FLGPS 50 AZ MK 058 38 22.2 AF7413:UTM 17 - FLGPS 50 AZ MK 058 38 22.2 AF7413 AF7413|---------------------------------------------------------------------| AF7413| PID Reference Object Distance Geod. Az | AF7413| dddmmss.s | AF7413| AF7442 FLGPS 50 AZ MK APPROX. 0.8 KM 0582839.2 | AF7413|---------------------------------------------------------------------| AF7413 AF7413 SUPERSEDED SURVEY CONTROL AF7413 AF7413 NAD 83(1990)- 27 56 38.79247(N) 081 20 44.17801(W) AD( ) B AF7413 ELLIP H (09/13/90) -11.28 (m) GP( ) 4 1 AF7413 NGVD 29 (09/13/90) 16.2 (m) 53. (f) GPS OBS AF7413 AF7413.Superseded values are not recommended for survey control. AF7413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7413.See file dsdata.txt to determine how the superseded data were derived. AF7413 AF7413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6600291059(NAD 83) AF7413_MARKER: I = METAL ROD AF7413_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AF7413_STAMPING: FLGPS 50 1989 AF7413_MARK LOGO: NGS AF7413_PROJECTION: FLUSH AF7413_MAGNETIC: N = NO MAGNETIC MATERIAL AF7413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7413+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 AF7413_ROD/PIPE-DEPTH: 27.2 meters AF7413_SLEEVE-DEPTH : 0.91 meters AF7413 AF7413 HISTORY - Date Condition Report By AF7413 HISTORY - 1989 MONUMENTED NGS AF7413 HISTORY - 19910318 GOOD KEISCH AF7413 HISTORY - 19970210 GOOD USPSQD AF7413 HISTORY - 20030205 GOOD USPSQD AF7413 HISTORY - 20030923 GOOD FL-105 AF7413 AF7413 STATION DESCRIPTION AF7413 AF7413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 AF7413'THE STATION IS LOCATED ABOUT 25.75 KM (16.00 MI) EAST OF LAKE WALES, AF7413'15.93 KM (9.90 MI) NORTH OF INDIAN LAKE ESTATES, IN LAKE KISSIMMEE AF7413'STATE PARK, IN SECTION 20, T 29 S, R 30 E. NOTE, LOCKED GATE BETWEEN AF7413'SUNSET AND SUNRISE. OWNERSHIP--FLORIDA DEPARTMENT OF NATURAL AF7413'RESOURCES, LAKE KISSIMMEE STATE PARK, 14248 CAMP MACK ROAD, LAKE WALES AF7413'FL 33853, DAVE RANDALL - PARK MANAGER, GEORGE ACRIGG - ASSISTANT PARK AF7413'MANAGER, PHONE 813-696-1112. AF7413'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 630 AND AF7413'STATE ROAD 60 AT INDIAN LAKE ESTATES, GO WEST FOR 14.81 KM (9.20 MI) AF7413'ON STATE ROAD 60 TO THE INTERSECTION OF BOY SCOUT ROAD. TURN RIGHT AF7413'AND GO NORTH FOR 5.79 KM (3.60 MI) ON BOY SCOUT ROAD TO THE AF7413'INTERSECTION OF CAMP MACK ROAD. TURN RIGHT AND GO EAST FOR 8.29 KM AF7413'(5.15 MI) ON CAMP MACK ROAD TO THE ENTRANCE TO LAKE KISSIMMEE STATE AF7413'PARK. TURN RIGHT AND GO 5.47 KM (3.40 MI) THROUGH THE ENTRANCE AND ON AF7413'PARK ROAD TO THE MARINA PARKING LOT AND DIM TRACK ROAD THAT LEADS TO AF7413'THE YOUTH CAMP CENTER. GO 0.56 KM (0.35 MI) ON THE YOUTH CAMP ROAD TO AF7413'THE WOODEN SERVICE VEHICLE GATE AT THE YOUTH CAMP. TURN RIGHT AND GO AF7413'SOUTHEAST FOR 0.16 KM (0.10 MI) INTO AN OPEN FIELD TO THE STATION. AF7413'THE STATION IS RECESSED 12 CM BELOW GROUND. LOCATED 43.50 M AF7413'(142.7 FT) SOUTH-SOUTHWEST FROM THE SOUTHERNMOST TREE OF A CLUSTER OF AF7413'8 LIVE OAK TREES THAT ARE 10-15 CM IN DIAMETER, 1.22 M (4.0 FT) SOUTH AF7413'FROM A WITNESS POST, 1.22 M (4.0 FT) NORTHEAST FROM A WITNESS POST AND AF7413'1.22 M (4.0 FT) NORTHWEST FROM A WITNESS POST. NOTE--ACCESS TO DATUM AF7413'POINT IS HAD THROUGH A 5-INCH LOGO CAP. AF7413'DESCRIBED BY R.L. MALLOY. AF7413 AF7413 STATION RECOVERY (1991) AF7413 AF7413'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1991 AF7413'RECOVERED IN GOOD CONDITION. AF7413 AF7413 STATION RECOVERY (1997) AF7413 AF7413'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7413'RECOVERED IN GOOD CONDITION. AF7413 AF7413 STATION RECOVERY (2003) AF7413 AF7413'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA) AF7413'RECOVERED IN GOOD CONDITION. AF7413 AF7413 STATION RECOVERY (2003) AF7413 AF7413'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7413'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7413'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7442 *********************************************************************** AF7442 DESIGNATION - FLGPS 50 AZ MK AF7442 PID - AF7442 AF7442 STATE/COUNTY- FL/POLK AF7442 USGS QUAD - LAKE WEOHYAKAPKA NE (1972) AF7442 AF7442 *CURRENT SURVEY CONTROL AF7442 ___________________________________________________________________ AF7442* NAD 83(1999)- 27 56 52.14148(N) 081 20 19.67006(W) ADJUSTED AF7442* NAVD 88 - 15.6 (meters) 51. (feet) VERTCON AF7442 ___________________________________________________________________ AF7442 X - 849,098.120 (meters) COMP AF7442 Y - -5,574,122.224 (meters) COMP AF7442 Z - 2,971,392.694 (meters) COMP AF7442 LAPLACE CORR- -1.76 (seconds) DEFLEC99 AF7442 ELLIP HEIGHT- -11.49 (meters) (12/13/01) GPS OBS AF7442 GEOID HEIGHT- -27.24 (meters) GEOID99 AF7442 AF7442 HORZ ORDER - FIRST AF7442 ELLP ORDER - FIFTH CLASS I AF7442 AF7442.The horizontal coordinates were established by GPS observations AF7442.and adjusted by the National Geodetic Survey in December 2001. AF7442 AF7442.The NAVD 88 height was computed by applying the VERTCON shift value to AF7442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7442 AF7442.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7442 AF7442.The Laplace correction was computed from DEFLEC99 derived deflections. AF7442 AF7442.The ellipsoidal height was determined by GPS observations AF7442.and is referenced to NAD 83. AF7442 AF7442.The geoid height was determined by GEOID99. AF7442 AF7442; North East Units Scale Converg. AF7442;SPC FL W - 400,602.423 265,065.430 MT 0.99999341 +0 18 35.6 AF7442;SPC FL E - 400,472.662 166,661.082 MT 0.99995489 -0 09 31.6 AF7442;UTM 17 - 3,091,468.003 466,672.458 MT 0.99961371 -0 09 31.6 AF7442 AF7442: Primary Azimuth Mark Grid Az AF7442:SPC FL W - FLGPS 50 238 10 15.1 AF7442:SPC FL E - FLGPS 50 238 38 22.3 AF7442:UTM 17 - FLGPS 50 238 38 22.3 AF7442 AF7442|---------------------------------------------------------------------| AF7442| PID Reference Object Distance Geod. Az | AF7442| dddmmss.s | AF7442| AF7413 FLGPS 50 APPROX. 0.8 KM 2382850.7 | AF7442|---------------------------------------------------------------------| AF7442 AF7442 SUPERSEDED SURVEY CONTROL AF7442 AF7442 NAD 83(1990)- 27 56 52.14057(N) 081 20 19.66962(W) AD( ) 1 AF7442 NGVD 29 (02/04/91) 16.0 (m) 52. (f) GPS OBS AF7442 AF7442.Superseded values are not recommended for survey control. AF7442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7442.See file dsdata.txt to determine how the superseded data were derived. AF7442 AF7442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6667291468(NAD 83) AF7442_MARKER: I = METAL ROD AF7442_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AF7442_STAMPING: FLGPS 50 AZ MK 1989 AF7442_MARK LOGO: NGS AF7442_PROJECTION: FLUSH AF7442_MAGNETIC: N = NO MAGNETIC MATERIAL AF7442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7442+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 AF7442_ROD/PIPE-DEPTH: 26.1 meters AF7442_SLEEVE-DEPTH : 0.91 meters AF7442 AF7442 HISTORY - Date Condition Report By AF7442 HISTORY - 1989 MONUMENTED NGS AF7442 HISTORY - 19970210 GOOD USPSQD AF7442 HISTORY - 20030205 GOOD USPSQD AF7442 HISTORY - 20030923 GOOD FL-105 AF7442 AF7442 STATION DESCRIPTION AF7442 AF7442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 AF7442'THE STATION IS LOCATED ABOUT 24.94 KM (15.50 MI) EAST OF LAKE WALES, AF7442'15.93 KM (9.90 MI) NORTH OF INDIAN LAKE ESTATES, IN LAKE KISSIMMEE AF7442'STATE PARK, IN SECTION 19, T 29 S, R 30 E. NOTE, LOCKED GATE BETWEEN AF7442'SUNSET AND SUNRISE. OWNERSHIP--FLORIDA DEPARTMENT OF NATURAL AF7442'RESOURCES, LAKE KISSIMMEE STATE PARK, 14248 CAMP MACK ROAD, LAKE WALES AF7442'FL 33853, DAVE RANDALL - PARK MANAGER, GEORGE ACRIGG - ASSISTANT PARK AF7442'MANAGER, PHONE 813-696-1112. AF7442'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 630 AND AF7442'STATE ROAD 60 AT INDIAN LAKE ESTATES, GO WEST FOR 14.81 KM (9.20 MI) AF7442'ON STATE ROAD 60 TO THE INTERSECTION OF BOY SCOUT ROAD. TURN RIGHT AF7442'AND GO NORTH FOR 5.79 KM (3.60 MI) ON BOY SCOUT ROAD TO THE AF7442'INTERSECTION OF CAMP MACK ROAD. TURN RIGHT AND GO EAST FOR 8.29 KM AF7442'(5.15 MI) ON CAMP MACK ROAD TO THE ENTRANCE TO LAKE KISSIMMEE STATE AF7442'PARK. TURN RIGHT AND GO 5.47 KM (3.40 MI) THROUGH THE ENTRANCE AND ON AF7442'PARK ROAD TO THE MARINA PARKING LOT AND DIM TRACK ROAD THAT LEADS TO AF7442'THE YOUTH CAMP CENTER. GO 1.21 KM (0.75 MI) ON THE YOUTH CAMP ROAD TO AF7442'A T-JUNCTION. TURN RIGHT AND GO 0.40 KM (0.25 MI) ON THE DIM ROAD TO AF7442'THE STATION ON LEFT. AF7442'THE STATION IS RECESSED 10 CM BELOW GROUND. LOCATED 8.53 M (28.0 FT) AF7442'SOUTH-SOUTHEAST FROM A LONE CLUMP OF WAX MYRTLE, 2.23 M (7.3 FT) NORTH AF7442'OF THE DIM ROAD, 1.83 M (6.0 FT) SOUTH FROM A WITNESS POST, 1.83 M AF7442'(6.0 FT) NORTHEAST FROM A WITNESS POST AND 1.83 M (6.0 FT) NORTHWEST AF7442'FROM A WITNESS POST. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A AF7442'5-INCH LOGO CAP. AF7442'DESCRIBED BY R.L. MALLOY. AF7442 AF7442 STATION RECOVERY (1997) AF7442 AF7442'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7442'RECOVERED IN GOOD CONDITION. AF7442 AF7442 STATION RECOVERY (2003) AF7442 AF7442'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA) AF7442'RECOVERED IN GOOD CONDITION. AF7442 AF7442 STATION RECOVERY (2003) AF7442 AF7442'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7442'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7442'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK1641 *********************************************************************** AK1641 DESIGNATION - H 17 AK1641 PID - AK1641 AK1641 STATE/COUNTY- FL/POLK AK1641 USGS QUAD - DAVENPORT (1985) AK1641 AK1641 *CURRENT SURVEY CONTROL AK1641 ___________________________________________________________________ AK1641* NAD 83(1986)- 28 14 26. (N) 081 33 52. (W) SCALED AK1641* NAVD 88 - 30.229 (meters) 99.18 (feet) ADJUSTED AK1641 ___________________________________________________________________ AK1641 GEOID HEIGHT- -27.49 (meters) GEOID99 AK1641 DYNAMIC HT - 30.184 (meters) 99.03 (feet) COMP AK1641 MODELED GRAV- 979,157.3 (mgal) NAVD 88 AK1641 AK1641 VERT ORDER - FIRST CLASS II AK1641 AK1641.The horizontal coordinates were scaled from a topographic map and have AK1641.an estimated accuracy of +/- 6 seconds. AK1641 AK1641.The orthometric height was determined by differential leveling AK1641.and adjusted by the National Geodetic Survey in June 1991. AK1641 AK1641.The geoid height was determined by GEOID99. AK1641 AK1641.The dynamic height is computed by dividing the NAVD 88 AK1641.geopotential number by the normal gravity value computed on the AK1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK1641.degrees latitude (g = 980.6199 gals.). AK1641 AK1641.The modeled gravity was interpolated from observed gravity values. AK1641 AK1641; North East Units Estimated Accuracy AK1641;SPC FL W - 432,940. 242,740. MT (+/- 180 meters Scaled) AK1641 AK1641 SUPERSEDED SURVEY CONTROL AK1641 AK1641 NGVD 29 (??/??/92) 30.495 (m) 100.05 (f) ADJ UNCH 1 2 AK1641 AK1641.Superseded values are not recommended for survey control. AK1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK1641.See file dsdata.txt to determine how the superseded data were derived. AK1641 AK1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM446239(NAD 83) AK1641_MARKER: DB = BENCH MARK DISK AK1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK1641_STAMPING: H 17 1933 100.049 AK1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK1641+STABILITY: SURFACE MOTION AK1641 AK1641 HISTORY - Date Condition Report By AK1641 HISTORY - 1933 MONUMENTED CGS AK1641 HISTORY - 1958 MARK NOT FOUND NGS AK1641 HISTORY - 20030909 MARK NOT FOUND FL-105 AK1641 AK1641 STATION DESCRIPTION AK1641 AK1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AK1641'AT LAUGHMAN. AK1641'ON THE ATLANTIC COAST LINE RAILROAD, 27 FEET SOUTHWEST OF THE AK1641'SOUTHWEST END OF THE STATION, 292 FEET SOUTHWEST OF THE CROSSING AK1641'OF U.S. HIGHWAY 17, 24 FEET NORTHWEST OF THE NORTHWEST RAIL OF AK1641'THE MAIN TRACK, AND 4 FEET SOUTHEAST OF POLE 7. AK1641 AK1641 STATION RECOVERY (2003) AK1641 AK1641'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK1641'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AK1641'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6028 *********************************************************************** AF6028 DESIGNATION - H 64 AF6028 PID - AF6028 AF6028 STATE/COUNTY- FL/POLK AF6028 USGS QUAD - BABSON PARK (1988) AF6028 AF6028 *CURRENT SURVEY CONTROL AF6028 ___________________________________________________________________ AF6028* NAD 83(1986)- 27 49 54. (N) 081 31 26. (W) SCALED AF6028* NAVD 88 - 47.246 (meters) 155.01 (feet) ADJUSTED AF6028 ___________________________________________________________________ AF6028 GEOID HEIGHT- -26.49 (meters) GEOID99 AF6028 DYNAMIC HT - 47.175 (meters) 154.77 (feet) COMP AF6028 MODELED GRAV- 979,145.1 (mgal) NAVD 88 AF6028 AF6028 VERT ORDER - SECOND CLASS 0 AF6028 AF6028.The horizontal coordinates were scaled from a topographic map and have AF6028.an estimated accuracy of +/- 6 seconds. AF6028 AF6028.The orthometric height was determined by differential leveling AF6028.and adjusted by the National Geodetic Survey in June 1991. AF6028 AF6028.The geoid height was determined by GEOID99. AF6028 AF6028.The dynamic height is computed by dividing the NAVD 88 AF6028.geopotential number by the normal gravity value computed on the AF6028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6028.degrees latitude (g = 980.6199 gals.). AF6028 AF6028.The modeled gravity was interpolated from observed gravity values. AF6028 AF6028; North East Units Estimated Accuracy AF6028;SPC FL W - 387,650. 246,900. MT (+/- 180 meters Scaled) AF6028 AF6028 SUPERSEDED SURVEY CONTROL AF6028 AF6028 NGVD 29 (??/??/92) 47.541 (m) 155.97 (f) ADJ UNCH 2 0 AF6028 AF6028.Superseded values are not recommended for survey control. AF6028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6028.See file dsdata.txt to determine how the superseded data were derived. AF6028 AF6028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML484786(NAD 83) AF6028_MARKER: DB = BENCH MARK DISK AF6028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6028_STAMPING: H 64 1934 AF6028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6028+STABILITY: SURFACE MOTION AF6028 AF6028 HISTORY - Date Condition Report By AF6028 HISTORY - 1934 MONUMENTED CGS AF6028 HISTORY - 1950 GOOD NGS AF6028 HISTORY - 20030918 MARK NOT FOUND FL-105 AF6028 AF6028 STATION DESCRIPTION AF6028 AF6028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950 AF6028'AT BABSON PARK. AF6028'AT BABSON PARK, POLK COUNTY, 10 POLES SOUTH OF THE ATLANTIC AF6028'COAST LINE RAILROAD STATION, AT A DIRT-ROAD CROSSING, 68 FEET AF6028'SOUTH OF THE CENTERLINE OF THE ROAD, 33.7 FEET EAST OF THE EAST AF6028'RAIL OF THE MAIN TRACK AND SET IN THE TOP OF A CONCRETE POST AF6028'PROJECTING 6 INCHES ABOVE GROUND. AF6028 AF6028 STATION RECOVERY (2003) AF6028 AF6028'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6028'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF6028'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK1728 *********************************************************************** AK1728 DESIGNATION - HAINES CITY AK1728 PID - AK1728 AK1728 STATE/COUNTY- FL/POLK AK1728 USGS QUAD - WINTER HAVEN (1983) AK1728 AK1728 *CURRENT SURVEY CONTROL AK1728 ___________________________________________________________________ AK1728* NAD 83(1986)- 28 06 23. (N) 081 37 38. (W) SCALED AK1728* NAVD 88 - 42.495 (meters) 139.42 (feet) ADJUSTED AK1728 ___________________________________________________________________ AK1728 GEOID HEIGHT- -27.07 (meters) GEOID99 AK1728 DYNAMIC HT - 42.431 (meters) 139.21 (feet) COMP AK1728 MODELED GRAV- 979,150.1 (mgal) NAVD 88 AK1728 AK1728 VERT ORDER - FIRST CLASS II AK1728 AK1728.The horizontal coordinates were scaled from a topographic map and have AK1728.an estimated accuracy of +/- 6 seconds. AK1728 AK1728.The orthometric height was determined by differential leveling AK1728.and adjusted by the National Geodetic Survey in June 1991. AK1728.WARNING-Repeat measurements at this control monument indicate possible AK1728.vertical movement. AK1728 AK1728.The geoid height was determined by GEOID99. AK1728 AK1728.The dynamic height is computed by dividing the NAVD 88 AK1728.geopotential number by the normal gravity value computed on the AK1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK1728.degrees latitude (g = 980.6199 gals.). AK1728 AK1728.The modeled gravity was interpolated from observed gravity values. AK1728 AK1728; North East Units Estimated Accuracy AK1728;SPC FL W - 418,050. 236,630. MT (+/- 180 meters Scaled) AK1728 AK1728 SUPERSEDED SURVEY CONTROL AK1728 AK1728 NGVD 29 (09/01/92) 42.787 (m) 140.38 (f) ADJUSTED 1 2 AK1728 AK1728.Superseded values are not recommended for survey control. AK1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK1728.See file dsdata.txt to determine how the superseded data were derived. AK1728 AK1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM383091(NAD 83) AK1728_MARKER: DB = BENCH MARK DISK AK1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK1728_STAMPING: HAINES CITY 1932 140.288 AK1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK1728+STABILITY: SURFACE MOTION AK1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK1728+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2003 AK1728 AK1728 HISTORY - Date Condition Report By AK1728 HISTORY - 1932 MONUMENTED CGS AK1728 HISTORY - 1958 GOOD NGS AK1728 HISTORY - 1966 GOOD NGS AK1728 HISTORY - 1978 GOOD NGS AK1728 HISTORY - 1989 GOOD USPSQD AK1728 HISTORY - 20030911 GOOD FL-105 AK1728 AK1728 STATION DESCRIPTION AK1728 AK1728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AK1728'AT HAINES CITY. AK1728'AT HAINES CITY, 30 FT. NORTH OF THE NORTHWEST CORNER OF THE AK1728'CITY HALL 57.5 FT. EAST OF THE EAST CURB OF 5TH STREET, 15 FT. AK1728'SOUTH OF THE SOUTH CURB OF HINSON AVENUE, 7 FT. SOUTH OF THE AK1728'SOUTH EDGE OF A SIDEWALK, SET IN THE TOP OF A CONCRETE POST AK1728'WHICH PROJECTS 0.1 FT. ABOVE THE GROUND. AK1728 AK1728 STATION RECOVERY (1966) AK1728 AK1728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 AK1728'RECOVERED IN GOOD CONDITION. AK1728 AK1728 STATION RECOVERY (1978) AK1728 AK1728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AK1728'RECOVERED IN GOOD CONDITION. AK1728 AK1728 STATION RECOVERY (1989) AK1728 AK1728'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD) AK1728'RECOVERED IN GOOD CONDITION. AK1728 AK1728 STATION RECOVERY (2003) AK1728 AK1728'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK1728'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AK1728'APPRAISER GIS DEPARTMENT. SET CARSONITE WITNESS POST S08W AT 11.0'FT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK6789 *********************************************************************** AK6789 DESIGNATION - HAMILTON AK6789 PID - AK6789 AK6789 STATE/COUNTY- FL/POLK AK6789 USGS QUAD - DUNDEE (1987) AK6789 AK6789 *CURRENT SURVEY CONTROL AK6789 ___________________________________________________________________ AK6789* NAD 83(1990)- 28 02 52.65058(N) 081 36 46.57226(W) ADJUSTED AK6789* NAVD 88 - 68. (meters) 223. (feet) SCALED AK6789 ___________________________________________________________________ AK6789 LAPLACE CORR- -2.48 (seconds) DEFLEC99 AK6789 GEOID HEIGHT- -26.91 (meters) GEOID99 AK6789 AK6789 HORZ ORDER - FIRST AK6789 AK6789.The horizontal coordinates were established by classical geodetic methods AK6789.and adjusted by the National Geodetic Survey in May 1991. AK6789 AK6789.The orthometric height was scaled from a topographic map. AK6789 AK6789.The Laplace correction was computed from DEFLEC99 derived deflections. AK6789 AK6789.The geoid height was determined by GEOID99. AK6789 AK6789; North East Units Scale Converg. AK6789;SPC FL W - 411,583.865 238,053.320 MT 0.99995904 +0 10 55.2 AK6789;UTM 17 - 3,102,666.509 439,760.570 MT 0.99964479 -0 17 17.6 AK6789 AK6789: Primary Azimuth Mark Grid Az AK6789:SPC FL W - HAMILTON AZ MK 090 53 40.3 AK6789:UTM 17 - HAMILTON AZ MK 091 21 53.1 AK6789 AK6789|---------------------------------------------------------------------| AK6789| PID Reference Object Distance Geod. Az | AK6789| dddmmss.s | AK6789| AK6790 LAKE HAMILTON WATER TANK 47.166 METERS 00050 | AK6789| CW6084 HAMILTON AZ MK 0910435.5 | AK6789| AK6788 DUNDEE WATER TANK APPROX. 2.9 KM 1854923.1 | AK6789| CW6085 HAMILTON RM 1 40.517 METERS 26842 | AK6789| CW6086 HAMILTON RM 2 42.236 METERS 35444 | AK6789|---------------------------------------------------------------------| AK6789 AK6789 SUPERSEDED SURVEY CONTROL AK6789 AK6789 NAD 83(1986)- 28 02 52.66195(N) 081 36 46.59384(W) AD( ) 1 AK6789 NAD 27 - 28 02 51.59200(N) 081 36 47.31800(W) AD( ) 1 AK6789 AK6789.Superseded values are not recommended for survey control. AK6789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK6789.See file dsdata.txt to determine how the superseded data were derived. AK6789 AK6789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3976102667(NAD 83) AK6789_MARKER: DS = TRIANGULATION STATION DISK AK6789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK6789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK6789+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2003 AK6789 AK6789 HISTORY - Date Condition Report By AK6789 HISTORY - 1935 MONUMENTED CGS AK6789 HISTORY - 1958 GOOD CGS AK6789 HISTORY - 1975 GOOD NGS AK6789 HISTORY - 1985 GOOD FLDNR AK6789 HISTORY - 19980325 GOOD USPSQD AK6789 HISTORY - 20030207 MARK NOT FOUND USPSQD AK6789 HISTORY - 20030916 GOOD FL-105 AK6789 AK6789 STATION DESCRIPTION AK6789 AK6789'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB) AK6789'STATION IS ON THE PROPERTY OF MR. E.E. BURNETT OF WINTER HAVEN AK6789'AND IS 2.3 MILES N OF DUNDEE AND 0.8 MILE NE OF LAKE HAMILTON AK6789'RAILROAD STATION. AK6789' AK6789'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD AK6789'BRONZE DISKS SET IN CONCRETE. AK6789' AK6789'REFERENCE MARK NO. 1 IS W OF THE STATION, 1 FOOT N OF THE FIRE AK6789'HYDRANT ON THE N SIDE OF THE ROAD, 35 FEET N OF THE CENTER AK6789'LINE OF THE ROAD. MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF AK6789'THE GROUND. AK6789' AK6789'REFERENCE MARK NO. 2 IS N OF THE STATION IN THE S CORNER OF AK6789'THE SW FOOTING OF THE LAKE HAMILTON WATER TANK. AK6789' AK6789'AZIMUTH MARK IS 0.3 MILE E OF THE STATION, 25 FEET S OF THE AK6789'CENTER LINE OF THE ROAD 1 FOOT W OF A TELEPHONE POLE. MARK AK6789'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS AK6789'VISIBLE FROM THE GROUND AT THE STATION. AK6789' AK6789'TO REACH THE STATION FROM DUNDEE GO N ON HIGHWAY FROM A POINT AK6789'WHERE THE ROAD BENDS TO THE N FROM E. FOLLOW HIGHWAY 8 FOR AK6789'1.5 MILES OR 0.3 MILE N OF THE LAKE HAMILTON RAILROAD STATION AK6789'TO A SAND ROAD TO THE RIGHT AT A SEALD SWEET FRUIT STAND AK6789'WHICH HAS FOUR IMITATION ORANGES AT EACH CORNER OF THE ROOF AK6789'AND A GRAPEFRUIT ON THE TOP. TURN RIGHT ON THIS CLAY SAND AK6789'ROAD AND GO 0.5 MILE TO THE WATER TANK AND THE STATION. MARK AK6789'IS 40 FEET N OF THE CENTER LINE OF THE ROAD, 133 FEET E OF THE AK6789'FIRE HYDRANT ON THE N SIDE OF THE ROAD. MARK PROJECTS 6 AK6789'INCHES ABOVE THE SURFACE OF THE GROUND. AK6789' AK6789'A 90-FOOT TOWER WILL CLEAR ALL LINES AT THIS STATION. AK6789 AK6789 STATION RECOVERY (1958) AK6789 AK6789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW) AK6789'THIS STATION WAS RECOVERED IN SEPTEMBER, 1958. THE STATION, AK6789'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION. THE AK6789'AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED. IT HAS BEEN AK6789'COVERED OVER OR DESTROYED. AK6789' AK6789'THE STATION IS LOCATED 0.35 MI. E OF THE LAKE HAMILTON AK6789'COOPERATIVE BUILDING AT LAKE HAMILTON ON TOP OF A HILL, 143 AK6789'YD. W OF THE CENTERLINE OF A DIRT ROAD INTERSECTION, 139.5 AK6789'FT. S OF THE SW LEG OF THE LAKE HAMILTON WATER TANK, 139.5 AK6789'FT. S OF THE SE LEG OF THE WATER TANK, 19 FT. N OF THE AK6789'CENTERLINE OF A DIRT ROAD, 54.5 FT. NE OF POWER POLE 28FF 216, AK6789'133 FT. E OF A FIRE HYDRANT WHICH IS ON THE N SIDE OF THE ROAD, AK6789'AT THE EDGE OF AN ORANGE GROVE AND 92 FT. W-SW OF THE SW AK6789'CORNER OF A STUCCO HOUSE. A TRIANGULATION-STATION DISK SET AK6789'IN THE TOP OF A ROUND CONCRETE POST WHICH IS 0.1 FT. BELOW AK6789'THE TOP OF THE GROUND, STAMPED HAMILTON 1935. AK6789' AK6789'REFERENCE MARK 1 IS 132.93 FT. OR 40.517 M. W OF THE STATION, AK6789'94 FT. W-NW OF POWER POLE 28FF 216, 155 FT. N OF THE CENTERLINE AK6789'OF A DIRT ROAD AND 1.3 FT. N OF A FIRE HYDRANT. A AK6789'REFERENCE-MARK DISK SET IN THE TOP OF A ROUND CONCRETE POST AK6789'WHICH PROJECTS 0.4 FT. ABOVE THE GROUND, STAMPED HAMILTON NO AK6789'1 1935. AK6789' AK6789'REFERENCE MARK 2 IS 138.57 FT. OR 42.236 M. N OF THE STATION AK6789'AND 156.7 FT. N OF THE CENTERLINE OF A DIRT ROAD. A AK6789'REFERENCE-MARK DISK SET IN THE TOP OF THE S CORNER OF THE AK6789'CONCRETE BASE OF THE SW LEG OF THE WATER TANK, STAMPED AK6789'HAMILTON NO 2 1935. AK6789' AK6789'TO REACH THE STATION FROM THE LAKE HAMILTON COOPERATIVE AK6789'BUILDING AT LAKE HAMILTON, GO 0.35 MI. E ALONG A GRADED DIRT AK6789'ROAD TO THE LAKE HAMILTON WATER TANK AND THE STATION ON THE LEFT. AK6789 AK6789 STATION RECOVERY (1975) AK6789 AK6789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN) AK6789'NOT MEASURED DUE TO ORANGE TREES. AK6789' AK6789'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND AK6789'FOUND IN GOOD CONDITION. THE DISTANCES TO REFERENCE MARKS AK6789'CHECKED THE 1958 RECOVERY NOTE BY A.L.W. THE DIRECTION AK6789'BETWEEN REFERENCE MARKS WAS NOT CHECKED DUE TO THE AREA NOW AK6789'BEING AN ORANGE GROVE. DUE TO CHANGES, A COMPLETE NEW AK6789'DESCRIPTION FOLLOWS. AK6789' AK6789'STATION IS ABOUT 2.3 MILES NORTH OF DUNDEE, 0.4 MILE EAST OF THE AK6789'ORANGE-CO OF FLORIDA INCORPORATED BUILDINGS ON U.S. 27 AK6789'ALTERNATE, ON TOP OF A HILL AND JUST SOUTH OF THE LAKE AK6789'HAMILTON WATER TANK. AK6789' AK6789'TO REACH THE STATION FROM THE ORANGE-CO OF FLORIDA AK6789'INCORPORATED BUILDINGS AT THE JUNCTION OF U.S. HIGHWAY 27 AK6789'ALTERNATE AND EAST WATER TANK ROAD AT LAKE HAMILTON, GO EAST AK6789'ON EAST WATER TANK ROAD FOR 0.35 MILE TO A MICROWAVE TOWER AK6789'ON LEFT. CONTINUE EAST ON ROAD FOR 0.05 MILE TO LAKE HAMILTON AK6789'WATER TANK AND STATION ON LEFT. AK6789' AK6789'STATION MARK, A STANDARD DISK STAMPED HAMILTON 1935, IS SET IN AK6789'THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT THAT IS 1-INCH AK6789'BELOW THE GROUND SURFACE. IT IS 143 YARDS WEST OF THE CENTER AK6789'OF INTERSECTION OF SURFACED ROADS, 139.5 FEET SOUTH OF THE AK6789'SOUTHWEST LEG OF THE WATER TANK, 139.5 FEET SOUTH OF THE AK6789'SOUTHEAST LEG OF THE WATER TANK, 21 FEET NORTH OF THE CENTER AK6789'OF EAST WATER TANK ROAD, 55 FEET NORTHEAST OF POWER LINE POLE AK6789'NUMBER 11, 133 FEET EAST OF A FIRE HYDRANT ON THE NORTH SIDE AK6789'OF ROAD AND AT THE SOUTH EDGE OF AN ORANGE GROVE. AK6789' AK6789'REFERENCE MARK 1, A STANDARD DISK STAMPED HAMILTON NO 1 1935, AK6789'IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS AK6789'SET FLUSH WITH THE GROUND SURFACE. IT IS 94 FEET AK6789'WEST-NORTHWEST OF THE POWER LINE POLE NUMBERED 11, 17.5 FEET AK6789'NORTH OF THE CENTER OF ROAD AND 1.3 FEET NORTH OF THE FIRE AK6789'HYDRANT. AK6789' AK6789'REFERENCE MARK 2, A STANDARD DISK STAMPED HAMILTON NO 2 1935, AK6789'IS CEMENTED IN A DRILL HOLE ON THE SOUTH CORNER OF THE CONCRETE AK6789'FOUNDATION OF THE SOUTHWEST LEG OF THE WATER TANK. AK6789' AK6789'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AK6789'3/4 MILE NORTHEAST OF LAKE HAMILTON. AK6789 AK6789 STATION RECOVERY (1985) AK6789 AK6789'RECOVERY NOTE BY FL DEPT OF NAT RES 1985 (RLM) AK6789'RECOVERED IN GOOD CONDITION. AK6789 AK6789 STATION RECOVERY (1998) AK6789 AK6789'RECOVERY NOTE BY US POWER SQUADRON 1998 AK6789'RECOVERED IN GOOD CONDITION. AK6789 AK6789 STATION RECOVERY (2003) AK6789 AK6789'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA) AK6789'MARK NOT FOUND. AK6789 AK6789 STATION RECOVERY (2003) AK6789 AK6789'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK6789'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AK6789'APPRAISER GIS DEPARTMENT. SET CARSONITE WITNESS POST S54W AT 53.4'FT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK6794 *********************************************************************** AK6794 DESIGNATION - HOLLY 2 AK6794 PID - AK6794 AK6794 STATE/COUNTY- FL/POLK AK6794 USGS QUAD - GUM LAKE (1980) AK6794 AK6794 *CURRENT SURVEY CONTROL AK6794 ___________________________________________________________________ AK6794* NAD 83(1990)- 28 13 40.12561(N) 081 38 48.32722(W) ADJUSTED AK6794* NAVD 88 - 62. (meters) 203. (feet) SCALED AK6794 ___________________________________________________________________ AK6794 LAPLACE CORR- -2.40 (seconds) DEFLEC99 AK6794 GEOID HEIGHT- -27.31 (meters) GEOID99 AK6794 AK6794 HORZ ORDER - SECOND AK6794 AK6794.The horizontal coordinates were established by classical geodetic methods AK6794.and adjusted by the National Geodetic Survey in May 1991. AK6794.No horizontal observational check was made to the station. AK6794 AK6794.The orthometric height was scaled from a topographic map. AK6794 AK6794.The Laplace correction was computed from DEFLEC99 derived deflections. AK6794 AK6794.The geoid height was determined by GEOID99. AK6794 AK6794; North East Units Scale Converg. AK6794;SPC FL W - 431,504.545 234,670.322 MT 0.99995601 +0 10 01.5 AK6794;SPC FL E - 431,623.457 136,520.994 MT 0.99999089 -0 18 21.3 AK6794;UTM 17 - 3,122,608.170 436,542.652 MT 0.99964970 -0 18 21.3 AK6794 AK6794|---------------------------------------------------------------------| AK6794| PID Reference Object Distance Geod. Az | AK6794| dddmmss.s | AK6794| CW6118 HOLLY 2 RM 8 13.752 METERS 15203 | AK6794| AK6793 HOLLY 17.008 METERS 24146 | AK6794| CW6117 HOLLY 2 RM 7 16.927 METERS 33127 | AK6794|---------------------------------------------------------------------| AK6794 AK6794 SUPERSEDED SURVEY CONTROL AK6794 AK6794 NAD 83(1986)- 28 13 40.13729(N) 081 38 48.34790(W) AD( ) 2 AK6794 NAD 27 - 28 13 39.09100(N) 081 38 49.07500(W) AD( ) 2 AK6794 AK6794.Superseded values are not recommended for survey control. AK6794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK6794.See file dsdata.txt to determine how the superseded data were derived. AK6794 AK6794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3654322608(NAD 83) AK6794_MARKER: DS = TRIANGULATION STATION DISK AK6794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK6794 AK6794 HISTORY - Date Condition Report By AK6794 HISTORY - 1959 MONUMENTED CGS AK6794 HISTORY - 1966 GOOD CGS AK6794 HISTORY - 1985 MARK NOT FOUND FLDNR AK6794 HISTORY - 19980325 MARK NOT FOUND USPSQD AK6794 HISTORY - 20020126 MARK NOT FOUND USPSQD AK6794 HISTORY - 20030908 MARK NOT FOUND FL-105 AK6794 AK6794 STATION DESCRIPTION AK6794 AK6794'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (ALW) AK6794'THIS STATION IS LOCATED ABOUT 6.0 MILES AIR LINE NORTH NORTHWEST AK6794'OF DAVENPORT AT THE TOP OF A HILL, 0.6 MILE SOUTHEAST OF A AK6794'FARMHOUSE, 0.8 FT. SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY LINE AK6794'OF U.S. HIGHWAY 27, AT THE HIGHWAY STATION 454 - 41, 1.6 AK6794'FT. NORTHWEST OF A STEEL WITNESS POST A TRIANGULATION STATION AK6794'DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS AK6794'0.1 FT. ABOVE THE GROUND, STAMPED HOLLY 2 1959. AK6794' AK6794'R.M. 7 IS 55.534 FT. OR 16.927 METERS NORTHWEST OF THE AK6794'STATION, AT HIGHWAY STATION 454 - 96, 1.6 FT. SOUTHWEST OF AK6794'THE NORTHEAST RIGHT OF WAY LINE OF THE HIGHWAY, 1.5 FT. SOUTHEAST AK6794'OF A STEEL WITNESS POST, A REFERENCE MARK DISK SET IN THE TOP AK6794'OF A SQUARE CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE THE AK6794'GROUND, STAMPED HOLLY 2 NO 7 1959. AK6794' AK6794'R.M. 8 IS 45.097 FT. OR 13.752 METERS SOUTH SOUTHEAST OF THE AK6794'STATION, AT HIGHWAY STATION 453 - 96, 0.7 FT. SOUTHWEST OF AK6794'THE NORTHEAST RIGHT OF WAY LINE OF THE HIGHWAY, 1.6 FT. NORTHWEST AK6794'OF A STEEL WITNESS POST, A REFERENCE MARK DISK SET IN THE TOP AK6794'OF A SQUARE CONCRETE POST WHICH PROJECTS 0.2 FT. ABOVE THE AK6794'GROUND, STAMPED HOLLY 2 NO 8 1959. AK6794' AK6794'THE DAVENPORT WATER TANK WAS USED AS AN AZIMUTH MARK. IT IS AK6794'LOCATED 1 BLOCK WEST OF THE ATLANTIC COAST LINE RAILROAD AK6794'STATION AT DAVENPORT. AK6794' AK6794'TO REACH THE STATION FROM THE ATLANTIC COAST LINE RAILROAD AK6794'STATION AT DAVENPORT GO 2.2 MILES WEST ALONG STATE HIGHWAY 547 AK6794'TO A JUNCTION WITH U.S. HIGHWAY 27, TURN RIGHT AND GO 4.85 AK6794'MILES NORTH ALONG U.S. HIGHWAY 27 TO THE TOP OF A HILL AND AK6794'THE STATION ON THE RIGHT. AK6794 AK6794 STATION RECOVERY (1966) AK6794 AK6794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GW) AK6794'STATION WAS RECOVERED IN GOOD CONDITION. AK6794 AK6794 STATION RECOVERY (1985) AK6794 AK6794'RECOVERY NOTE BY FL DEPT OF NAT RES 1985 (RLM) AK6794'MARK NOT FOUND. AK6794 AK6794 STATION RECOVERY (1998) AK6794 AK6794'RECOVERY NOTE BY US POWER SQUADRON 1998 AK6794'MARK NOT FOUND. AK6794 AK6794 STATION RECOVERY (2002) AK6794 AK6794'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA) AK6794'MARK NOT FOUND. AK6794 AK6794 STATION RECOVERY (2003) AK6794 AK6794'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK6794'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AK6794'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK1640 *********************************************************************** AK1640 DESIGNATION - J 17 AK1640 PID - AK1640 AK1640 STATE/COUNTY- FL/POLK AK1640 USGS QUAD - DAVENPORT (1985) AK1640 AK1640 *CURRENT SURVEY CONTROL AK1640 ___________________________________________________________________ AK1640* NAD 83(1986)- 28 12 43. (N) 081 34 50. (W) SCALED AK1640* NAVD 88 - 33.599 (meters) 110.23 (feet) ADJUSTED AK1640 ___________________________________________________________________ AK1640 GEOID HEIGHT- -27.42 (meters) GEOID99 AK1640 DYNAMIC HT - 33.549 (meters) 110.07 (feet) COMP AK1640 MODELED GRAV- 979,154.0 (mgal) NAVD 88 AK1640 AK1640 VERT ORDER - FIRST CLASS II AK1640 AK1640.The horizontal coordinates were scaled from a topographic map and have AK1640.an estimated accuracy of +/- 6 seconds. AK1640 AK1640.The orthometric height was determined by differential leveling AK1640.and adjusted by the National Geodetic Survey in June 1991. AK1640 AK1640.The geoid height was determined by GEOID99. AK1640 AK1640.The dynamic height is computed by dividing the NAVD 88 AK1640.geopotential number by the normal gravity value computed on the AK1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK1640.degrees latitude (g = 980.6199 gals.). AK1640 AK1640.The modeled gravity was interpolated from observed gravity values. AK1640 AK1640; North East Units Estimated Accuracy AK1640;SPC FL W - 429,770. 241,170. MT (+/- 180 meters Scaled) AK1640 AK1640 SUPERSEDED SURVEY CONTROL AK1640 AK1640 NGVD 29 (??/??/92) 33.861 (m) 111.09 (f) ADJ UNCH 1 2 AK1640 AK1640.Superseded values are not recommended for survey control. AK1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK1640.See file dsdata.txt to determine how the superseded data were derived. AK1640 AK1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM430208(NAD 83) AK1640_MARKER: DB = BENCH MARK DISK AK1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK1640_STAMPING: 111.092 J 17 1933 AK1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK1640+STABILITY: SURFACE MOTION AK1640 AK1640 HISTORY - Date Condition Report By AK1640 HISTORY - 1933 MONUMENTED CGS AK1640 HISTORY - 1951 MARK NOT FOUND NGS AK1640 HISTORY - 19970122 MARK NOT FOUND USPSQD AK1640 HISTORY - 20030910 MARK NOT FOUND FL-105 AK1640 AK1640 STATION DESCRIPTION AK1640 AK1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951 AK1640'2.2 MI SW FROM LOUGHMAN. AK1640'ABOUT 2-1/4 MILES SOUTHWEST ALONG THE ATLANTIC COAST LINE AK1640'RAILROAD FROM THE STATION AT LOUGHMAN, POLK COUNTY, AT A AK1640'DIRT-ROAD CROSSING, 27 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 21 AK1640'FEET SOUTHWEST OF THE CENTERLINE OF THE DIRT ROAD, 21 FEET WEST AK1640'OF THE SOUTH POST OF A WOODEN GATE IN A WIRE FENCE, AND 3 FEET AK1640'SOUTHWEST OF A POLE. A STANDARD DISK, STAMPED 111.092 J 17 AK1640'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES AK1640'ABOVE GROUND. AK1640 AK1640 STATION RECOVERY (1997) AK1640 AK1640'RECOVERY NOTE BY US POWER SQUADRON 1997 AK1640'MARK NOT FOUND. AK1640 AK1640 STATION RECOVERY (2003) AK1640 AK1640'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK1640'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AK1640'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7621 *********************************************************************** AF7621 DESIGNATION - K 088 AF7621 PID - AF7621 AF7621 STATE/COUNTY- FL/POLK AF7621 USGS QUAD - HESPERIDES (1972) AF7621 AF7621 *CURRENT SURVEY CONTROL AF7621 ___________________________________________________________________ AF7621* NAD 83(1999)- 27 54 21.37564(N) 081 28 55.07214(W) ADJUSTED AF7621* NAVD 88 - 34.2 (meters) 112. (feet) VERTCON AF7621 ___________________________________________________________________ AF7621 X - 835,491.630 (meters) COMP AF7621 Y - -5,578,392.620 (meters) COMP AF7621 Z - 2,967,301.007 (meters) COMP AF7621 LAPLACE CORR- -2.91 (seconds) DEFLEC99 AF7621 ELLIP HEIGHT- 7.41 (meters) (07/06/01) GPS OBS AF7621 GEOID HEIGHT- -26.82 (meters) GEOID99 AF7621 AF7621 HORZ ORDER - SECOND AF7621 ELLP ORDER - FOURTH CLASS II AF7621 AF7621.The horizontal coordinates were established by GPS observations AF7621.and adjusted by the National Geodetic Survey in July 2001. AF7621 AF7621.The NAVD 88 height was computed by applying the VERTCON shift value to AF7621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7621 AF7621.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7621 AF7621.The Laplace correction was computed from DEFLEC99 derived deflections. AF7621 AF7621.The ellipsoidal height was determined by GPS observations AF7621.and is referenced to NAD 83. AF7621 AF7621.The geoid height was determined by GEOID99. AF7621 AF7621; North East Units Scale Converg. AF7621;SPC FL W - 395,893.635 250,996.512 MT 0.99997326 +0 14 32.8 AF7621;UTM 17 - 3,086,876.041 452,570.634 MT 0.99962776 -0 13 32.1 AF7621 AF7621: Primary Azimuth Mark Grid Az AF7621:SPC FL W - K 089 359 22 00.7 AF7621:UTM 17 - K 089 359 50 05.6 AF7621 AF7621|---------------------------------------------------------------------| AF7621| PID Reference Object Distance Geod. Az | AF7621| dddmmss.s | AF7621| AF7622 K 089 495.002 METERS 3593633.5 | AF7621|---------------------------------------------------------------------| AF7621 AF7621 SUPERSEDED SURVEY CONTROL AF7621 AF7621 NAD 83(1990)- 27 54 21.37639(N) 081 28 55.07291(W) AD( ) 2 AF7621 ELLIP H (12/04/92) 7.42 (m) GP( ) 3 2 AF7621 NGVD 29 (12/04/92) 34.5 (m) 113. (f) GPS OBS AF7621 AF7621.Superseded values are not recommended for survey control. AF7621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7621.See file dsdata.txt to determine how the superseded data were derived. AF7621 AF7621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5257186876(NAD 83) AF7621_MARKER: F = FLANGE-ENCASED ROD AF7621_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7621_STAMPING: K088 1991 AF7621_MARK LOGO: NGS AF7621_PROJECTION: RECESSED 27 CENTIMETERS AF7621_MAGNETIC: N = NO MAGNETIC MATERIAL AF7621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7621+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2003 AF7621_ROD/PIPE-DEPTH: 14.8 meters AF7621 AF7621 HISTORY - Date Condition Report By AF7621 HISTORY - 1991 MONUMENTED KEISCH AF7621 HISTORY - 19970210 GOOD USPSQD AF7621 HISTORY - 20010118 GOOD FLDEP AF7621 HISTORY - 20030919 GOOD FL-105 AF7621 AF7621 STATION DESCRIPTION AF7621 AF7621'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7621'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST OF LAKE WALES IN AF7621'THE WEST RIGHT-OF-WAY OF MAMMOTH GROVE ROAD NEAR THE NORTHWEST CORNER AF7621'OF SECTION 1, TOWNSHIP 30 SOUTH, RANGE 28 EAST, POLK COUNTY, FLORIDA. AF7621'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 60 AND C.R. 17B IN AF7621'LAKE WALES, GO EAST ON S.R. 60 FOR 4.5 MI (7.2 KM) TO THE AF7621'INTERSECTION OF S.R. 60 AND MAMMOTH GROVE ROAD. TURN LEFT AND GO AF7621'NORTH ON MAMMOTH GROVE ROAD 0.7 MI (1.1 KM) TO THE STATION IN THE AF7621'WEST RIGHT-OF-WAY. THE STATION LIES 0.3 MI (0.5 KM) SOUTH OF THE AF7621'INTERSECTION OF MAMMOTH GROVE ROAD AND LAKE PARK ROAD, 8.5 FT AF7621'(2.6 M) WEST OF THE WEST EDGE OF PAVEMENT, 52.6 FT (16.0 M) WEST OF A AF7621'POWER POLE (NUMBER R31FF-5485), AND 33 FT (10.1 M) EAST SOUTHEAST OF AF7621'A 2 INCH PVC IRRIGATION PIPE PROTECTED BY TWO FENCE POSTS. ACCESS TO AF7621'DATUM POINT--THE STATION IS RECESSED 0.9 FT (0.3 M) BELOW GROUND AF7621'INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH DIAMETER PVC AF7621'PIPE SET IN A CONCRETE COLLAR. AF7621'REFERENCES-- AF7621'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, NORTH 59 DEGREES AF7621'WEST AT 37.73 FT (11.50 M). AF7621'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 36 AF7621'DEGREEES EAST AT 15.41 FT (4.70 M). AF7621'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER R31FF-5485) AF7621', NORTH 89 DEGREES EAST AT 52.64 FT (16.04 M). AF7621'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 INCH IRON ROD, SOUTH 19 AF7621'DEGREES WEST AT 25.47 FT (7.76 M). AF7621'SET CARSONITE WITNESS POST, SOUTH 89 DEGREES WEST AT 30.87 FT AF7621'(9.41 M). AF7621 AF7621 STATION RECOVERY (1997) AF7621 AF7621'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7621'RECOVERED IN GOOD CONDITION. AF7621 AF7621 STATION RECOVERY (2001) AF7621 AF7621'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AF7621'THE MARK IS ABOUT 7.5 MI (12.1 KM) EAST-SOUTHEAST OF LAKE WALES, IN AF7621'SECTION 2, TOWNSHIP 30 SOUTH, RANGE 28 EAST. TO REACH THE MARK FROM AF7621'THE INTERSECTION OF STATE ROAD 27 AND STATE ROAD 60 IN LAKE WALES, GO AF7621'EAST-SOUTHEAST ON STATE ROAD 60 FOR 7.3 MI (11.7 KM) TO THE JUNCTION AF7621'OF MAMMOTH GROVE ROAD ON THE LEFT, TURN LEFT ON MAMMOTH GROVE ROAD AND AF7621'GO NORTH FOR 0.9 MI (1.4 KM) TO THE MARK ON THE LEFT, A STAINLESS AF7621'STEEL ROD DRIVEN INTO THE GROUND WITH A NGS LOGO CAP RECESSED 0.9 FT AF7621'(27.4 CM) BELOW THE GROUND AND BELOW THE LEVEL OF MAMMOTH GROVE ROAD, AF7621'THE DATUM POINT IS RECESSED 0.5 FT (15.2 CM) BELOW THE LEVEL OF THE AF7621'NGS LOGO CAP. LOCATED 63.4 FT (19.3 M) NORTHWEST OF AND ACROSS THE AF7621'ROAD FROM POWER POLE NUMBER FPC B10758, 33.0 FT (10.1 M) AF7621'EAST-SOUTHEAST OF A 2-INCH PVC IRRIGATION PIPE PROTECTED BY TWO FENCE AF7621'POSTS AND 31.5 FT (9.6 M) EAST OF A CARSONITE WITNESS POST. NOTE AF7621'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. AF7621 AF7621 STATION RECOVERY (2003) AF7621 AF7621'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7621'RECOVEREWD AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7621'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7622 *********************************************************************** AF7622 DESIGNATION - K 089 AF7622 PID - AF7622 AF7622 STATE/COUNTY- FL/POLK AF7622 USGS QUAD - HESPERIDES (1972) AF7622 AF7622 *CURRENT SURVEY CONTROL AF7622 ___________________________________________________________________ AF7622* NAD 83(1999)- 27 54 37.45575(N) 081 28 55.19557(W) ADJUSTED AF7622* NAVD 88 - 32.9 (meters) 108. (feet) VERTCON AF7622 ___________________________________________________________________ AF7622 X - 835,453.798 (meters) COMP AF7622 Y - -5,578,162.813 (meters) COMP AF7622 Z - 2,967,737.798 (meters) COMP AF7622 LAPLACE CORR- -2.89 (seconds) DEFLEC99 AF7622 ELLIP HEIGHT- 6.06 (meters) (07/06/01) GPS OBS AF7622 GEOID HEIGHT- -26.83 (meters) GEOID99 AF7622 AF7622 HORZ ORDER - SECOND AF7622 ELLP ORDER - FOURTH CLASS II AF7622 AF7622.The horizontal coordinates were established by GPS observations AF7622.and adjusted by the National Geodetic Survey in July 2001. AF7622 AF7622.The NAVD 88 height was computed by applying the VERTCON shift value to AF7622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7622 AF7622.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7622 AF7622.The Laplace correction was computed from DEFLEC99 derived deflections. AF7622 AF7622.The ellipsoidal height was determined by GPS observations AF7622.and is referenced to NAD 83. AF7622 AF7622.The geoid height was determined by GEOID99. AF7622 AF7622; North East Units Scale Converg. AF7622;SPC FL W - 396,388.594 250,991.042 MT 0.99997326 +0 14 32.9 AF7622;UTM 17 - 3,087,370.857 452,569.208 MT 0.99962777 -0 13 32.2 AF7622 AF7622: Primary Azimuth Mark Grid Az AF7622:SPC FL W - K 088 179 22 00.6 AF7622:UTM 17 - K 088 179 50 05.7 AF7622 AF7622|---------------------------------------------------------------------| AF7622| PID Reference Object Distance Geod. Az | AF7622| dddmmss.s | AF7622| AF7621 K 088 495.002 METERS 1793633.5 | AF7622|---------------------------------------------------------------------| AF7622 AF7622 SUPERSEDED SURVEY CONTROL AF7622 AF7622 NAD 83(1990)- 27 54 37.45644(N) 081 28 55.19630(W) AD( ) 2 AF7622 ELLIP H (12/04/92) 6.07 (m) GP( ) 3 2 AF7622 NGVD 29 (12/04/92) 33.2 (m) 109. (f) GPS OBS AF7622 AF7622.Superseded values are not recommended for survey control. AF7622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7622.See file dsdata.txt to determine how the superseded data were derived. AF7622 AF7622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5256987371(NAD 83) AF7622_MARKER: F = FLANGE-ENCASED ROD AF7622_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7622_STAMPING: K089 1991 AF7622_MARK LOGO: NGS AF7622_PROJECTION: RECESSED 24 CENTIMETERS AF7622_MAGNETIC: N = NO MAGNETIC MATERIAL AF7622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7622+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2003 AF7622_ROD/PIPE-DEPTH: 15.8 meters AF7622 AF7622 HISTORY - Date Condition Report By AF7622 HISTORY - 1991 MONUMENTED KEISCH AF7622 HISTORY - 19970210 GOOD USPSQD AF7622 HISTORY - 20010118 GOOD FLDEP AF7622 HISTORY - 20030919 GOOD FL-105 AF7622 AF7622 STATION DESCRIPTION AF7622 AF7622'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7622'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST OF LAKE WALES IN AF7622'THE WEST RIGHT-OF-WAY OF MAMMOTH GROVE ROAD NEAR THE NORTHWEST CORNER AF7622'OF SECTION 1, TOWNSHIP 30 SOUTH, RANGE 28 EAST, POLK COUNTY, FLORIDA. AF7622'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 60 AND C.R. 17B IN AF7622'LAKE WALES, GO EAST ON S.R. 60 FOR 4.5 MI (7.2 KM) TO THE AF7622'INTERSECTION OF S.R. 60 AND MAMMOTH GROVE ROAD. TURN LEFT AND GO AF7622'NORTH ON MAMMOTH GROVE ROAD FOR 1.0 MI (1.6 KM) TO A CURVE TO THE AF7622'EAST AT THE INTERSECTION OF MAMMOTH GROVE ROAD AND LAKE PARK ROAD. AF7622'THE STATION LIES IN THE SOUTHWEST CORNER OF THE INTERSECTION, 17 FT AF7622'(5.2 M) WEST OF THE WEST EDGE OF PAVEMENT, 70.5 FT (21.5 M) SOUTH OF AF7622'THE SOUTH EDGE OF PAVEMENT, 85.2 FT (26.0 M) SOUTH OF A PAINTED CROSS AF7622'AERIAL TARGET, AND 131 FT (39.9 M) SOUTH SOUTHWEST OF A POWER POLE AF7622'(NUMBER 6-55624)LOCATED NORTH OF LAKE PARK ROAD. ACCESS TO DATUM AF7622'POINT--THE STATION IS RECESSED 0.8 FT (0.2 M) BELOW GROUND INSIDE A AF7622'NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET AF7622'IN A CONCRETE COLLAR. AF7622'REFERENCES-- AF7622'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 IRON ROD, SOUTH 13 DEGREES AF7622'WEST AT 28.3 FT (8.6 M). AF7622'FOUND NAIL AND BOTTLE CAP SET IN 6 FOOT PAINTED CROSS AERIAL TARGET, AF7622'NORTH 3 DEGREES EAST AT 85.23 FT (25.98 M). AF7622'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 60 AF7622'DEGREES EAST AT 21.58 FT (6.58 M). AF7622'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 40 AF7622'DEGREES EAST AT 25.96 FT (7.91 M). AF7622'SET CARSONITE WITNESS POST, SET SOUTH 89 DEGREES WEST AT 25.60 FT AF7622'(7.80 M). AF7622 AF7622 STATION RECOVERY (1997) AF7622 AF7622'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7622'RECOVERED IN GOOD CONDITION. AF7622 AF7622 STATION RECOVERY (2001) AF7622 AF7622'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AF7622'THE MARK IS ABOUT 8.0 MI (12.9 KM) EAST-NORTHWEST OF LAKE WALES, IN AF7622'SECTION 2, TOWNSHIP 30 SOUTH, RANGE 28 EAST. TO REACH THE MARK FROM AF7622'THE INTERSECTION OF STATE ROAD 27 AND STATE ROAD 60 IN LAKE WALES, GO AF7622'EAST-SOUTHEAST ON STATE ROAD 60 FOR 7.3 MI (11.7 KM) TO THE JUNCTION AF7622'OF MAMMOTH GROVE ROAD ON THE LEFT, TURN LEFT ON MAMMOTH GROVE ROAD AND AF7622'GO NORTH FOR 1.2 MI (1.9 KM) TO A 90 DEGREE TURN WEST AND THE JUNCTION AF7622'OF LAKE PARK ROAD ON THE RIGHT AND THE MARK ON THE LEFT, A STAINLESS AF7622'STEEL ROD DRIVEN INTO THE GROUND WITH A NGS LOGO CAP RECESSED 0.8 FT AF7622'(24.4 CM) BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF MAMMOTH AF7622'GROVE ROAD, THE DATUM POINT IS RECESSED 0.4 FT (12.2 CM) BELOW THE AF7622'LEVEL OF THE NGS LOGO CAP. LOCATED 112.0 FT (34.1 M) SOUTH-SOUTHWEST AF7622'OF A CAP IN THE CENTER OF LAKE PARK ROAD, 108.2 FT (33.0 M) NORTHWEST AF7622'OF AND ACROSS THE ROAD FROM POWER POLE NUMBER K1625 (B10765 AF7622'136726040026) 70.5 FT (21.5 M) SOUTH OF THE SOUTH EDGE OF THE AF7622'PAVEMENT, 17.0 FT (5.2 M) WEST OF THE WEST EDGE OF THE PAVEMENT, 29.0 AF7622'FT (8.8 M) WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD AND 26.0 FT AF7622'(7.9 M) EAST OF A CARSONITE WITNESS POST. NOTE ACCESS TO THE DATUM AF7622'POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. AF7622 AF7622 STATION RECOVERY (2003) AF7622 AF7622'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7622'RECOVEREWD AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7622'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7630 *********************************************************************** AF7630 DESIGNATION - K 103 AF7630 PID - AF7630 AF7630 STATE/COUNTY- FL/POLK AF7630 USGS QUAD - LAKE WEOHYAKAPKA NE (1972) AF7630 AF7630 *CURRENT SURVEY CONTROL AF7630 ___________________________________________________________________ AF7630* NAD 83(1999)- 27 52 38.94170(N) 081 20 08.94236(W) ADJUSTED AF7630* NAVD 88 - 19.0 (meters) 62. (feet) VERTCON AF7630 ___________________________________________________________________ AF7630 X - 849,938.136 (meters) COMP AF7630 Y - -5,577,688.135 (meters) COMP AF7630 Z - 2,964,506.911 (meters) COMP AF7630 LAPLACE CORR- -1.57 (seconds) DEFLEC99 AF7630 ELLIP HEIGHT- -7.98 (meters) (07/06/01) GPS OBS AF7630 GEOID HEIGHT- -27.05 (meters) GEOID99 AF7630 AF7630 HORZ ORDER - SECOND AF7630 ELLP ORDER - FOURTH CLASS II AF7630 AF7630.The horizontal coordinates were established by GPS observations AF7630.and adjusted by the National Geodetic Survey in July 2001. AF7630 AF7630.The NAVD 88 height was computed by applying the VERTCON shift value to AF7630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7630 AF7630.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7630 AF7630.The Laplace correction was computed from DEFLEC99 derived deflections. AF7630 AF7630.The ellipsoidal height was determined by GPS observations AF7630.and is referenced to NAD 83. AF7630 AF7630.The geoid height was determined by GEOID99. AF7630 AF7630; North East Units Scale Converg. AF7630;SPC FL W - 392,809.980 265,400.972 MT 0.99999395 +0 18 38.1 AF7630;UTM 17 - 3,083,676.041 466,944.217 MT 0.99961349 -0 09 25.3 AF7630 AF7630 SUPERSEDED SURVEY CONTROL AF7630 AF7630 NAD 83(1990)- 27 52 38.94151(N) 081 20 08.94243(W) AD( ) 2 AF7630 ELLIP H (12/04/92) -7.97 (m) GP( ) 3 2 AF7630 NGVD 29 (12/04/92) 19.4 (m) 64. (f) GPS OBS AF7630 AF7630.Superseded values are not recommended for survey control. AF7630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7630.See file dsdata.txt to determine how the superseded data were derived. AF7630 AF7630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6694483676(NAD 83) AF7630_MARKER: F = FLANGE-ENCASED ROD AF7630_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7630_STAMPING: K103 1991 AF7630_MARK LOGO: NGS AF7630_PROJECTION: RECESSED 24 CENTIMETERS AF7630_MAGNETIC: N = NO MAGNETIC MATERIAL AF7630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7630+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2003 AF7630_ROD/PIPE-DEPTH: 1.8 meters AF7630 AF7630 HISTORY - Date Condition Report By AF7630 HISTORY - 1991 MONUMENTED KEISCH AF7630 HISTORY - 19970210 GOOD USPSQD AF7630 HISTORY - 20010118 GOOD FLDEP AF7630 HISTORY - 20030926 GOOD FL-105 AF7630 AF7630 STATION DESCRIPTION AF7630 AF7630'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7630'THE STATION IS LOCATED ABOUT 13.5 MI (21.7 KM) EAST OF LAKE WALES IN AF7630'THE NORTH RIGHT-OF-WAY OF SAM KEEN ROAD NEAR THE NORTHEAST CORNER OF AF7630'SECTION 17, TOWNSHIP 30 SOUTH, RANGE 30 EAST, POLK COUNTY, FLORIDA. AF7630'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 60 AND SAM KEEN AF7630'ROAD EAST OF LAKE WALES, GO NORTHEAST ON SAM KEEN ROAD 2.6 MI AF7630'(4.2 KM) TO THE STATION IN THE NORTH RIGHT-OF-WAY. THE STATION LIES AF7630'IN THE NORTHEAST CORNER OF THE INTERSECTION OF SAM KEEN ROAD AND A AF7630'LARGE DIRT DRIVEWAY, 22.9 FT (7.0 M) NORTH OF THE NORTH EDGE OF ROAD, AF7630'15.4 FT (4.7 M) SOUTH OF THE SOUTH EDGE OF THE DRIVEWAY, AND 16.5 FT AF7630'(5.0 M) EAST OF A BARBWIRE FENCE. ACCESS TO DATUM POINT--THE STATION AF7630'IS RECESSED 0.8 FT (0.2 M) BELOW GROUND INSIDE A NGS CAP WHICH IS AF7630'MOUNTED ON A 5 1/4 DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AF7630'REFERENCES-- AF7630'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, SOUTH 9 DEGREES AF7630'WEST AT 65.37 FT (19.92 M). AF7630'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, NORTH 84 DEGREES AF7630'WEST AT 36.83 FT (11.23 M). AF7630'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, NORTH 20 DEGREES AF7630'EAST AT 48.53 FT (14.79 M). AF7630'FOUND 4 INCH BY 4 INCH CONCRETE MONUMENT, SOUTH 87 DEGREES EAST AT AF7630'16.75 FT (5.11 M). AF7630'SET CARSONITE WITNESS POST, NORTH 78 DEGREES EAST AT 16.42 FT AF7630'(5.00 M). AF7630 AF7630 STATION RECOVERY (1997) AF7630 AF7630'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7630'RECOVERED IN GOOD CONDITION. AF7630 AF7630 STATION RECOVERY (2001) AF7630 AF7630'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AF7630'THE MARK IS ABOUT 65.4 MI (105.2 KM) NORTH-NORTHWEST OF VERO BEACH, AF7630'15.2 MI (24.5 KM) EAST-SOUTHEAST OF LAKE WALES, IN SECTION 17, AF7630'TOWNSHIP 30 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM THE AF7630'INTERSECTION OF STATE ROAD 27 AND STATE ROAD 60 IN LAKE WALES, GO AF7630'EAST-SOUTHEAST ON STATE ROAD 60 FOR 7.3 MI (11.7 KM) TO THE JUNCTION AF7630'OF MAMMOTH GROVE ROAD ON THE LEFT, CONTINUE EAST-SOUTHEAST ON STATE AF7630'ROAD 60 FOR 7.85 MI (12.63 KM) TO THE JUNCTION OF SAM KEEN ROAD ON THE AF7630'LEFT, TURN LEFT ON SAM KEEN ROAD AND GO NORTHEAST FOR 2.7 MI (4.3 KM) AF7630'TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN INTO THE GROUND AF7630'WITH A NGS LOGO CAP RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE AF7630'GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF SAM KEEN ROAD, THE DATUM AF7630'POINT IS RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE NGS LOGO CAP. AF7630'LOCATED 22.9 FT (7.0 M) NORTH OF THE NORTH EDGE OF THE ROAD, 16.5 FT AF7630'(5.0 M) EAST OF A BARBWIRE FENCE, 16.4 FT (5.0 M) NORTH OF A CARSONITE AF7630'WITNESS POST AND 15.4 FT (4.7 M) SOUTH OF THE SOUTH EDGE OF THE AF7630'DRIVEWAY. NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS AF7630'LOGO CAP. AF7630 AF7630 STATION RECOVERY (2003) AF7630 AF7630'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7630'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7630'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7634 *********************************************************************** AF7634 DESIGNATION - K 106 AF7634 PID - AF7634 AF7634 STATE/COUNTY- FL/POLK AF7634 USGS QUAD - HESPERIDES (1972) AF7634 AF7634 *CURRENT SURVEY CONTROL AF7634 ___________________________________________________________________ AF7634* NAD 83(1999)- 27 57 33.88807(N) 081 24 48.85158(W) ADJUSTED AF7634* NAVD 88 - 18.7 (meters) 61. (feet) VERTCON AF7634 ___________________________________________________________________ AF7634 X - 841,733.484 (meters) COMP AF7634 Y - -5,574,632.669 (meters) COMP AF7634 Z - 2,972,529.309 (meters) COMP AF7634 LAPLACE CORR- -2.30 (seconds) DEFLEC99 AF7634 ELLIP HEIGHT- -8.36 (meters) (07/06/01) GPS OBS AF7634 GEOID HEIGHT- -27.14 (meters) GEOID99 AF7634 AF7634 HORZ ORDER - SECOND AF7634 ELLP ORDER - FOURTH CLASS II AF7634 AF7634.The horizontal coordinates were established by GPS observations AF7634.and adjusted by the National Geodetic Survey in July 2001. AF7634 AF7634.The NAVD 88 height was computed by applying the VERTCON shift value to AF7634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7634 AF7634.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7634 AF7634.The Laplace correction was computed from DEFLEC99 derived deflections. AF7634 AF7634.The ellipsoidal height was determined by GPS observations AF7634.and is referenced to NAD 83. AF7634 AF7634.The geoid height was determined by GEOID99. AF7634 AF7634; North East Units Scale Converg. AF7634;SPC FL W - 401,849.922 257,701.134 MT 0.99998226 +0 16 29.8 AF7634;SPC FL E - 401,780.331 159,307.457 MT 0.99996161 -0 11 38.1 AF7634;UTM 17 - 3,092,775.226 459,321.341 MT 0.99962042 -0 11 38.1 AF7634 AF7634 SUPERSEDED SURVEY CONTROL AF7634 AF7634 NAD 83(1990)- 27 57 33.88820(N) 081 24 48.85198(W) AD( ) 2 AF7634 ELLIP H (12/04/92) -8.34 (m) GP( ) 3 2 AF7634 NGVD 29 (12/04/92) 19.1 (m) 63. (f) GPS OBS AF7634 AF7634.Superseded values are not recommended for survey control. AF7634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7634.See file dsdata.txt to determine how the superseded data were derived. AF7634 AF7634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5932192775(NAD 83) AF7634_MARKER: F = FLANGE-ENCASED ROD AF7634_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7634_STAMPING: K 106 1991 AF7634_MARK LOGO: NGS AF7634_PROJECTION: RECESSED 36 CENTIMETERS AF7634_MAGNETIC: N = NO MAGNETIC MATERIAL AF7634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7634+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003 AF7634_ROD/PIPE-DEPTH: 11 meters AF7634 AF7634 HISTORY - Date Condition Report By AF7634 HISTORY - 1991 MONUMENTED KEISCH AF7634 HISTORY - 19970210 GOOD USPSQD AF7634 HISTORY - 20010118 GOOD FLDEP AF7634 HISTORY - 20020315 GOOD PICKET AF7634 HISTORY - 20030922 GOOD FL-105 AF7634 AF7634 STATION DESCRIPTION AF7634 AF7634'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7634'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) NORTHEAST OF LAKE WALES AF7634'IN THE EAST RIGHT-OF-WAY OF CAMP MACK ROAD IN SECTION 15, TOWNSHIP 29 AF7634'SOUTH, RANGE 29 EAST, POLK COUNTY, FLORIDA. AF7634'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 60 AND U.S. 27 IN AF7634'LAKE WALES, GO EAST ON S.R. 60 FOR 9.5 MI (15.3 KM) TO THE AF7634'INTERSECTION OF S.R. 60 AND BOY SCOUT ROAD. TURN LEFT AND GO NORTH ON AF7634'BOY SCOUT ROAD 3.5 MI (5.6 KM) TO THE INTERSECTION OF BOY SCOUT ROAD AF7634'AND CAMP MACK ROAD. TURN RIGHT AND GO NORTHEAST ON CAMP MACK ROAD 3.0 AF7634'MI (4.8 KM) TO THE STATION IN THE EAST RIGHT-OF-WAY. THE STATION LIES AF7634'9.8 FT (3.0 M) SOUTHEAST OF THE SOUTHEAST EDGE OF PAVEMENT, 26.2 FT AF7634'(8.0 M) WEST OF THE BARBWIRE FENCE, AND 220 FT (67.1 M) EAST AF7634'NORTHEAST OF A POWER POLE (NUMBER 6-12852). ACCESS TO DATUM AF7634'POINT--THE STATION IS RECESSED 1.2 FT (0.4 M) BELOW GROUND INSIDE A AF7634'NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET AF7634'IN A CONCRETE COLLAR. AF7634'REFERENCES-- AF7634'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, SOUTH 1 DEGREE AF7634'EAST AT 33.30 FT (10.15 M). AF7634'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 81 AF7634'DEGREES WEST AT 21.36 FT (6.51 M). AF7634'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 20 AF7634'DEGREES EAST AT 20.20 FT (6.16 M). AF7634'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, SOUTH 88 DEGREES AF7634'EAST AT 41.18 FT (12.55 M). AF7634'SET CARSONITE WITNESS POST, SOUTH 37 DEGREES EAST AT 26.24 FT AF7634'(8.00 M). AF7634 AF7634 STATION RECOVERY (1997) AF7634 AF7634'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7634'RECOVERED IN GOOD CONDITION. AF7634 AF7634 STATION RECOVERY (2001) AF7634 AF7634'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AF7634'THE MARK IS ABOUT 14.7 MI (23.7 KM) EAST-NORTHWEST OF LAKE WALES, IN AF7634'SECTION 15, TOWNSHIP 29 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM AF7634'THE INTERSECTION OF STATE ROAD 27 AND STATE ROAD 60 IN LAKE WALES, GO AF7634'EAST-SOUTHEAST ON STATE ROAD 60 FOR 7.3 MI (11.7 KM) TO THE JUNCTION AF7634'OF MAMMOTH GROVE ROAD ON THE LEFT, TURN LEFT ON MAMMOTH GROVE ROAD AND AF7634'GO NORTH FOR 2.05 MI (3.30 KM) TO THE JUNCTION OF CAMP MACK ROAD ON AF7634'THE RIGHT, TURN RIGHT ON CAMP MACK ROAD AND GO NORTH FOR 0.25 MI (0.40 AF7634'KM) TO A CURVE EAST, CONTINUE EAST ON CAMP MACK ROAD FOR 2.3 MI (3.7 AF7634'KM) TO THE JUNCTION OF BARNEY KEEN ROAD (BOY SCOUT ROAD) ON THE RIGHT, AF7634'CONTINUE NORTHEASTERLY ON CAMP MACK ROAD FOR 3.0 MI (4.8 KM) TO THE AF7634'MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN INTO THE GROUND WITH A AF7634'NGS LOGO CAP RECESSED 1.2 FT (0.4 M) BELOW THE LEVEL OF THE GROUND AND AF7634'BELOW THE LEVEL OF CAMP MACK ROAD, THE DATUM POINT IS RECESSED 0.3 FT AF7634'(9.1 CM) BELOW THE LEVEL OF THE NGS LOGO CAP. LOCATED 26.2 FT (8.0 M) AF7634'NORTHWEST OF A BARBWIRE FENCE, 25.8 FT (7.9 M) NORTHWEST OF A AF7634'CARSONITE WITNESS POST, 22.6 FT (6.9 M) NORTHWEST OF POWER POLE NUMBER AF7634'FPC B11498, 21.0 FT (6.4 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF AF7634'CAMP MACK ROAD AND 9.8 FT (3.0 M) SOUTHEAST OF THE SOUTHEAST EDGE OF AF7634'THE PAVEMENT AND 1.0 FT (0.3 M) NORTHWEST OF A CARSONITE WITNESS POST. AF7634'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. AF7634 AF7634 STATION RECOVERY (2002) AF7634 AF7634'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2002 (HS) AF7634'RECOVERED IN GOOD CONDITION. AF7634 AF7634 STATION RECOVERY (2003) AF7634 AF7634'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7634'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7634'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7636 *********************************************************************** AF7636 DESIGNATION - K 107 AF7636 PID - AF7636 AF7636 STATE/COUNTY- FL/POLK AF7636 USGS QUAD - HESPERIDES (1972) AF7636 AF7636 *CURRENT SURVEY CONTROL AF7636 ___________________________________________________________________ AF7636* NAD 83(1999)- 27 57 47.79066(N) 081 24 29.49871(W) ADJUSTED AF7636* NAVD 88 - 19.2 (meters) 63. (feet) VERTCON AF7636 ___________________________________________________________________ AF7636 X - 842,226.611 (meters) COMP AF7636 Y - -5,574,355.695 (meters) COMP AF7636 Z - 2,972,907.548 (meters) COMP AF7636 LAPLACE CORR- -2.24 (seconds) DEFLEC99 AF7636 ELLIP HEIGHT- -7.86 (meters) (07/06/01) GPS OBS AF7636 GEOID HEIGHT- -27.16 (meters) GEOID99 AF7636 AF7636 HORZ ORDER - SECOND AF7636 ELLP ORDER - FOURTH CLASS II AF7636 AF7636.The horizontal coordinates were established by GPS observations AF7636.and adjusted by the National Geodetic Survey in July 2001. AF7636 AF7636.The NAVD 88 height was computed by applying the VERTCON shift value to AF7636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7636 AF7636.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7636 AF7636.The Laplace correction was computed from DEFLEC99 derived deflections. AF7636 AF7636.The ellipsoidal height was determined by GPS observations AF7636.and is referenced to NAD 83. AF7636 AF7636.The geoid height was determined by GEOID99. AF7636 AF7636; North East Units Scale Converg. AF7636;SPC FL W - 402,280.424 258,228.017 MT 0.99998301 +0 16 39.0 AF7636;SPC FL E - 402,206.497 159,837.834 MT 0.99996108 -0 11 29.1 AF7636;UTM 17 - 3,093,201.247 459,851.537 MT 0.99961989 -0 11 29.1 AF7636 AF7636 SUPERSEDED SURVEY CONTROL AF7636 AF7636 NAD 83(1990)- 27 57 47.79078(N) 081 24 29.49910(W) AD( ) 2 AF7636 ELLIP H (12/04/92) -7.85 (m) GP( ) 3 2 AF7636 NGVD 29 (12/04/92) 19.6 (m) 64. (f) GPS OBS AF7636 AF7636.Superseded values are not recommended for survey control. AF7636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7636.See file dsdata.txt to determine how the superseded data were derived. AF7636 AF7636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5985293201(NAD 83) AF7636_MARKER: F = FLANGE-ENCASED ROD AF7636_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7636_STAMPING: K 107 1991 AF7636_MARK LOGO: NGS AF7636_PROJECTION: RECESSED 36 CENTIMETERS AF7636_MAGNETIC: N = NO MAGNETIC MATERIAL AF7636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7636+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003 AF7636_ROD/PIPE-DEPTH: 11 meters AF7636 AF7636 HISTORY - Date Condition Report By AF7636 HISTORY - 1991 MONUMENTED KEISCH AF7636 HISTORY - 19970210 GOOD USPSQD AF7636 HISTORY - 20010118 GOOD FLDEP AF7636 HISTORY - 20030205 GOOD USPSQD AF7636 HISTORY - 20030922 GOOD FL-105 AF7636 AF7636 STATION DESCRIPTION AF7636 AF7636'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7636'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) NORTHEAST OF LAKE WALES AF7636'IN THE EAST RIGHT-OF-WAY OF CAMP MACK ROAD IN SECTION 15, TOWNSHIP 29 AF7636'SOUTH, RANGE 29 EAST, POLK COUNTY, FLORIDA. AF7636'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 60 AND U.S. 27 IN AF7636'LAKE WALES, GO EAST ON S.R. 60 FOR 9.5 MI (15.3 KM) TO THE AF7636'INTERSECTION OF S.R. 60 AND BOY SCOUT ROAD. TURN LEFT AND GO NORTH ON AF7636'BOY SCOUT ROAD 3.5 MI (5.6 KM) TO THE INTERSECTION OF BOY SCOUT ROAD AF7636'AND CAMP MACK ROAD. TURN RIGHT AND GO NORTHEAST ON CAMP MACK ROAD 3.4 AF7636'MI (5.5 KM) TO THE STATION IN THE EAST RIGHT-OF-WAY. THE STATION LIES AF7636'8.5 FT (2.6 M) SOUTHEAST OF THE SOUTHEAST EDGE OF PAVEMENT, 24.4 FT AF7636'(7.4 M) WEST OF A BARBWIRE FENCE, AND 54.5 FT (16.6 M) NORTHEAST OF A AF7636'POWER POLE (NUMBER 6-12858). ACCESS TO DATUM POINT--THE STATION IS AF7636'RECESSED 1.2 FT (0.4 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS AF7636'MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AF7636'REFERENCES-- AF7636'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 6-12858), AF7636'SOUTH 31 DEGREES WEST AT 54.54 FT (16.62 M). AF7636'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 79 AF7636'DEGREES WEST AT 18.90 FT (5.76 M). AF7636'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 27 AF7636'DEGREES EAST AT 22.01 FT (6.71 M). AF7636'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, SOUTH 73 DEGREES AF7636'EAST AT 30.23 FT (9.21 M). AF7636'SET CARSONITE WITNESS POST, SOUTH 31 DEGREES EAST AT 24.38 FT AF7636'(7.43 M). AF7636 AF7636 STATION RECOVERY (1997) AF7636 AF7636'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7636'RECOVERED IN GOOD CONDITION. AF7636 AF7636 STATION RECOVERY (2001) AF7636 AF7636'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AF7636'THE MARK IS ABOUT 14.8 MI (23.8 KM) EAST-NORTHWEST OF LAKE WALES, IN AF7636'SECTION 15, TOWNSHIP 29 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM AF7636'THE INTERSECTION OF STATE ROAD 27 AND STATE ROAD 60 IN LAKE WALES, GO AF7636'EAST-SOUTHEAST ON STATE ROAD 60 FOR 7.3 MI (11.7 KM) TO THE JUNCTION AF7636'OF MAMMOTH GROVE ROAD ON THE LEFT, TURN LEFT ON MAMMOTH GROVE ROAD AND AF7636'GO NORTH FOR 2.05 MI (3.30 KM) TO THE JUNCTION OF CAMP MACK ROAD ON AF7636'THE RIGHT, TURN RIGHT ON CAMP MACK ROAD AND GO NORTH FOR 0.25 MI (0.40 AF7636'KM) TO A CURVE EAST, CONTINUE EAST ON CAMP MACK ROAD FOR 2.3 MI (3.7 AF7636'KM) TO THE JUNCTION OF BARNEY KEEN ROAD (BOY SCOUT ROAD) ON THE RIGHT, AF7636'CONTINUE NORTHEASTERLY ON CAMP MACK ROAD FOR 3.4 MI (5.5 KM) TO THE AF7636'MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN INTO THE GROUND WITH A AF7636'NGS LOGO CAP RECESSED 1.2 FT (0.4 M) BELOW THE LEVEL OF THE GROUND AND AF7636'BELOW THE LEVEL OF CAMP MACK ROAD, THE DATUM POINT IS RECESSED 0.3 FT AF7636'(9.1 CM) BELOW THE LEVEL OF THE NGS LOGO CAP. LOCATED 89.0 FT (27.1 M) AF7636'WEST-SOUTHWEST OF POWER POLE NUMBER FPC B11505, 25.0 FT (7.6 M) WEST AF7636'OF A BARBWIRE FENCE, 24.4 FT (7.4 M) NORTHWEST OF A CARSONITE WITNESS AF7636'POST, 19.4 FT (5.9 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF CAMP AF7636'MACK ROAD AND 8.5 FT (2.6 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE AF7636'PAVEMENT. NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS AF7636'LOGO CAP. AF7636 AF7636 STATION RECOVERY (2003) AF7636 AF7636'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA) AF7636'RECOVERED IN GOOD CONDITION. AF7636 AF7636 STATION RECOVERY (2003) AF7636 AF7636'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7636'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7636'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7641 *********************************************************************** AF7641 DESIGNATION - K 112 AF7641 PID - AF7641 AF7641 STATE/COUNTY- FL/POLK AF7641 USGS QUAD - LAKE WEOHYAKAPKA SE (1993) AF7641 AF7641 *CURRENT SURVEY CONTROL AF7641 ___________________________________________________________________ AF7641* NAD 83(1999)- 27 48 20.81300(N) 081 16 30.88292(W) ADJUSTED AF7641* NAVD 88 - 18.5 (meters) 61. (feet) VERTCON AF7641 ___________________________________________________________________ AF7641 X - 856,397.150 (meters) COMP AF7641 Y - -5,580,454.175 (meters) COMP AF7641 Z - 2,957,480.718 (meters) COMP AF7641 LAPLACE CORR- -0.65 (seconds) DEFLEC99 AF7641 ELLIP HEIGHT- -8.32 (meters) (07/06/01) GPS OBS AF7641 GEOID HEIGHT- -26.88 (meters) GEOID99 AF7641 AF7641 HORZ ORDER - SECOND AF7641 ELLP ORDER - FOURTH CLASS II AF7641 AF7641.The horizontal coordinates were established by GPS observations AF7641.and adjusted by the National Geodetic Survey in July 2001. AF7641 AF7641.The NAVD 88 height was computed by applying the VERTCON shift value to AF7641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7641 AF7641.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7641 AF7641.The Laplace correction was computed from DEFLEC99 derived deflections. AF7641 AF7641.The ellipsoidal height was determined by GPS observations AF7641.and is referenced to NAD 83. AF7641 AF7641.The geoid height was determined by GEOID99. AF7641 AF7641; North East Units Scale Converg. AF7641;SPC FL W - 384,898.052 271,412.519 MT 1.00000410 +0 20 17.1 AF7641;SPC FL E - 384,717.743 172,879.513 MT 0.99995025 -0 07 42.2 AF7641;UTM 17 - 3,075,718.461 472,888.766 MT 0.99960907 -0 07 42.2 AF7641 AF7641 SUPERSEDED SURVEY CONTROL AF7641 AF7641 NAD 83(1990)- 27 48 20.81306(N) 081 16 30.88289(W) AD( ) 2 AF7641 ELLIP H (12/04/92) -8.32 (m) GP( ) 3 2 AF7641 NGVD 29 (12/04/92) 18.9 (m) 62. (f) GPS OBS AF7641 AF7641.Superseded values are not recommended for survey control. AF7641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7641.See file dsdata.txt to determine how the superseded data were derived. AF7641 AF7641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML7288975718(NAD 83) AF7641_MARKER: I = METAL ROD AF7641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7641_STAMPING: K112 1991 AF7641_MARK LOGO: NGS AF7641_PROJECTION: RECESSED 21 CENTIMETERS AF7641_MAGNETIC: N = NO MAGNETIC MATERIAL AF7641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7641+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2003 AF7641_ROD/PIPE-DEPTH: 13.1 meters AF7641 AF7641 HISTORY - Date Condition Report By AF7641 HISTORY - 1991 MONUMENTED KEISCH AF7641 HISTORY - 19970210 GOOD USPSQD AF7641 HISTORY - 20010118 MARK NOT FOUND FLDEP AF7641 HISTORY - 20030930 GOOD FL-105 AF7641 AF7641 STATION DESCRIPTION AF7641 AF7641'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7641'THE STATION IS LOCATED 20 MI (32.2 KM) SOUTHEAST OF LAKE WALES AND 2.7 AF7641'MI (4.3 KM) EAST OF INDIAN LAKE ESTATES IN THE NORTH RIGHT-OF-WAY OF AF7641'S.R. 60 NEAR THE SOUTHEAST CORNER OF SECTION 1, TOWNSHIP 31 SOUTH, AF7641'RANGE 30 EAST, POLK COUNTY, FLORIDA. AF7641'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 60 AND C.R. 630 AF7641'EAST OF INDIAN LAKE ESTATES, GO EAST ON S.R. 60 FOR 2.4 MI (3.9 KM) AF7641'TO THE STATION IN THE NORTH RIGHT-OF-WAY. THE STATION LIES 6.5 FT AF7641'(2.0 M) NORTH OF THE NORTH EDGE OF PAVEMENT, 30 FT (9.1 M) SOUTH OF A AF7641'BARBWIRE FENCE, AND 215 FT (65.5 M) NORTHEAST OF A POWER POLE (NUMBER AF7641'140) LOCATED ON THE SOUTH SIDE OF THE ROAD. ACCESS TO DATUM AF7641'POINT--THE STATION IS RECESSED 0.7 FT (0.2 M) BELOW GROUND INSIDE A AF7641'NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET AF7641'IN A CONCRETE COLLAR. AF7641'REFERENCES-- AF7641'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 59 AF7641'DEGREES WEST AT 23.86 FT (7.27 M). AF7641'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, NORTH 39 DEGREES AF7641'WEST AT 33.89 FT (10.33 M). AF7641'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, NORTH 37 DEGREES AF7641'EAST AT 32.73 FT (9.98 M). AF7641'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 62 AF7641'DEGREES EAST AT 24.03 FT (7.32 M). AF7641'SET CARSONITE WITNESS POST, NORTH 1 DEGREE WEST AT 26.53 FT (8.09 M). AF7641 AF7641 STATION RECOVERY (1997) AF7641 AF7641'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7641'RECOVERED IN GOOD CONDITION. AF7641 AF7641 STATION RECOVERY (2001) AF7641 AF7641'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AF7641'MARK NOT RECOVERED. AF7641 AF7641 STATION RECOVERY (2003) AF7641 AF7641'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7641'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7641'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK1638 *********************************************************************** AK1638 DESIGNATION - K 17 AK1638 PID - AK1638 AK1638 STATE/COUNTY- FL/POLK AK1638 USGS QUAD - DAVENPORT (1985) AK1638 AK1638 *CURRENT SURVEY CONTROL AK1638 ___________________________________________________________________ AK1638* NAD 83(1986)- 28 11 11. (N) 081 35 38. (W) SCALED AK1638* NAVD 88 - 38.506 (meters) 126.33 (feet) ADJUSTED AK1638 ___________________________________________________________________ AK1638 GEOID HEIGHT- -27.34 (meters) GEOID99 AK1638 DYNAMIC HT - 38.449 (meters) 126.14 (feet) COMP AK1638 MODELED GRAV- 979,151.7 (mgal) NAVD 88 AK1638 AK1638 VERT ORDER - FIRST CLASS II AK1638 AK1638.The horizontal coordinates were scaled from a topographic map and have AK1638.an estimated accuracy of +/- 6 seconds. AK1638 AK1638.The orthometric height was determined by differential leveling AK1638.and adjusted by the National Geodetic Survey in June 1991. AK1638 AK1638.The geoid height was determined by GEOID99. AK1638 AK1638.The dynamic height is computed by dividing the NAVD 88 AK1638.geopotential number by the normal gravity value computed on the AK1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK1638.degrees latitude (g = 980.6199 gals.). AK1638 AK1638.The modeled gravity was interpolated from observed gravity values. AK1638 AK1638; North East Units Estimated Accuracy AK1638;SPC FL W - 426,930. 239,880. MT (+/- 180 meters Scaled) AK1638 AK1638 SUPERSEDED SURVEY CONTROL AK1638 AK1638 NGVD 29 (??/??/92) 38.765 (m) 127.18 (f) ADJ UNCH 1 2 AK1638 AK1638.Superseded values are not recommended for survey control. AK1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK1638.See file dsdata.txt to determine how the superseded data were derived. AK1638 AK1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM417179(NAD 83) AK1638_MARKER: DB = BENCH MARK DISK AK1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK1638_STAMPING: K 17 1933 127.182 AK1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK1638+STABILITY: SURFACE MOTION AK1638 AK1638 HISTORY - Date Condition Report By AK1638 HISTORY - 1933 MONUMENTED CGS AK1638 HISTORY - 1958 MARK NOT FOUND NGS AK1638 HISTORY - 20030910 MARK NOT FOUND FL-105 AK1638 AK1638 STATION DESCRIPTION AK1638 AK1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AK1638'2 MI N FROM DAVENPORT. AK1638'2.0 MILES NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM AK1638'THE STATION AT DAVENPORT, POLK COUNTY, AT THE NORTH END OF A AK1638'CUT, 156 FEET NORTHEAST OF THE POINT OF CURVATURE OF A CURVE, 60 AK1638'FEET WEST OF THE CENTER OF A ROAD CROSSING, 43 FEET NORTHWEST AK1638'OF THE NORTHWEST RAIL, 18 FEET SOUTH OF THE CENTERLINE OF THE AK1638'ROAD, AND 5 FEET SOUTHEAST OF A WIRE-FENCE CORNER. AK1638 AK1638 STATION RECOVERY (2003) AK1638 AK1638'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK1638'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AK1638'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK7097 *********************************************************************** AK7097 DESIGNATION - K057 AK7097 PID - AK7097 AK7097 STATE/COUNTY- FL/POLK AK7097 USGS QUAD - WINTER HAVEN (1983) AK7097 AK7097 *CURRENT SURVEY CONTROL AK7097 ___________________________________________________________________ AK7097* NAD 83(1999)- 28 04 50.20999(N) 081 39 40.02181(W) ADJUSTED AK7097* NAVD 88 - 40.1 (meters) 132. (feet) VERTCON AK7097 ___________________________________________________________________ AK7097 X - 816,728.077 (meters) COMP AK7097 Y - -5,571,993.054 (meters) COMP AK7097 Z - 2,984,396.458 (meters) COMP AK7097 LAPLACE CORR- -2.40 (seconds) DEFLEC99 AK7097 ELLIP HEIGHT- 13.17 (meters) (07/06/01) GPS OBS AK7097 GEOID HEIGHT- -26.92 (meters) GEOID99 AK7097 AK7097 HORZ ORDER - SECOND AK7097 ELLP ORDER - FOURTH CLASS II AK7097 AK7097.The horizontal coordinates were established by GPS observations AK7097.and adjusted by the National Geodetic Survey in July 2001. AK7097 AK7097.The NAVD 88 height was computed by applying the VERTCON shift value to AK7097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AK7097 AK7097.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7097 AK7097.The Laplace correction was computed from DEFLEC99 derived deflections. AK7097 AK7097.The ellipsoidal height was determined by GPS observations AK7097.and is referenced to NAD 83. AK7097 AK7097.The geoid height was determined by GEOID99. AK7097 AK7097; North East Units Scale Converg. AK7097;SPC FL W - 415,188.464 233,306.459 MT 0.99995486 +0 09 34.3 AK7097;UTM 17 - 3,106,308.840 435,044.922 MT 0.99965207 -0 18 40.3 AK7097 AK7097 SUPERSEDED SURVEY CONTROL AK7097 AK7097 NAD 83(1990)- 28 04 50.20893(N) 081 39 40.02151(W) AD( ) 2 AK7097 ELLIP H (12/04/92) 13.20 (m) GP( ) 3 2 AK7097 NGVD 29 (12/04/92) 40.4 (m) 133. (f) GPS OBS AK7097 AK7097.Superseded values are not recommended for survey control. AK7097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7097.See file dsdata.txt to determine how the superseded data were derived. AK7097 AK7097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3504506309(NAD 83) AK7097_MARKER: I = METAL ROD AK7097_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK7097_STAMPING: K057 1991 AK7097_MARK LOGO: NGS AK7097_PROJECTION: RECESSED 24 CENTIMETERS AK7097_MAGNETIC: N = NO MAGNETIC MATERIAL AK7097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK7097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7097+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2003 AK7097_ROD/PIPE-DEPTH: 4.9 meters AK7097 AK7097 HISTORY - Date Condition Report By AK7097 HISTORY - 1991 MONUMENTED KEISCH AK7097 HISTORY - 20030915 GOOD FL-105 AK7097 AK7097 STATION DESCRIPTION AK7097 AK7097'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AK7097'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) EAST NORTHEAST OF WINTER AK7097'HAVEN IN THE SOUTH RIGHT-OF-WAY OF S.R. 544 NEAR THE NORTHWEST CORNER AK7097'OF SECTION 6, TOWNSHIP 28 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA. AK7097'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND S.R. 544 AK7097'NORTHEAST OF WINTER HAVEN, GO WEST ON S.R.544 FOR 0.7 MI (1.1 KM) TO AK7097'THE INTERSECTION OF S.R. 544 AND WEST LAKE HAMILTON DRIVE. THE AK7097'STATION LIES IN THE SOUTHEAST QUADRANT OF THE INTERSECTION, 7.2 FT AK7097'(2.2 M) EAST OF THE EAST EDGE OF PAVEMENT OF LAKE HAMILTON DRIVE, AK7097'28.3 FT (8.6 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT OF S.R. 544, AND AK7097'42 FT (12.8 M) NORTHWEST OF A POWER POLE (NUMBER 50917 46196 8400 1). AK7097'ACCESS TO DATUM POINT--THE STATION IS RECESSED 1.0 FT (0.3 M) BELOW AK7097'GROUND INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH AK7097'DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AK7097'REFERENCES-- AK7097'X-CUT, SET IN 6 1/2 INCH STEEL AND CONCRETE GUARD POST, SOUTH 45 AK7097'DEGREES EAST AT 35.37 FT (10.78 M). AK7097'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 50917 46196 AK7097'8400 1), SOUTH 57 DEGREES WEST AT 42.36 FT (12.91 M). AK7097'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 50917 AK7097'46200), NORTH 58 DEGREES WEST AT 45.13 FT (13.76 M). AK7097'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 35 AK7097'DEGREES EAST AT 58.62 FT (17.87 M). AK7097'SET CARSONITE WITNESS POST, NORTH 70 DEGREES EAST AT 38.34 FT AK7097'(11.69 M). AK7097 AK7097 STATION RECOVERY (2003) AK7097 AK7097'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK7097'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AK7097'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK7098 *********************************************************************** AK7098 DESIGNATION - K058 AK7098 PID - AK7098 AK7098 STATE/COUNTY- FL/POLK AK7098 USGS QUAD - WINTER HAVEN (1983) AK7098 AK7098 *CURRENT SURVEY CONTROL AK7098 ___________________________________________________________________ AK7098* NAD 83(1999)- 28 04 51.21599(N) 081 39 18.15384(W) ADJUSTED AK7098* NAVD 88 - 44.1 (meters) 145. (feet) VERTCON AK7098 ___________________________________________________________________ AK7098 X - 817,317.203 (meters) COMP AK7098 Y - -5,571,895.485 (meters) COMP AK7098 Z - 2,984,425.655 (meters) COMP AK7098 LAPLACE CORR- -2.39 (seconds) DEFLEC99 AK7098 ELLIP HEIGHT- 17.15 (meters) (07/06/01) GPS OBS AK7098 GEOID HEIGHT- -26.93 (meters) GEOID99 AK7098 AK7098 HORZ ORDER - SECOND AK7098 ELLP ORDER - FOURTH CLASS II AK7098 AK7098.The horizontal coordinates were established by GPS observations AK7098.and adjusted by the National Geodetic Survey in July 2001. AK7098 AK7098.The NAVD 88 height was computed by applying the VERTCON shift value to AK7098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AK7098 AK7098.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7098 AK7098.The Laplace correction was computed from DEFLEC99 derived deflections. AK7098 AK7098.The ellipsoidal height was determined by GPS observations AK7098.and is referenced to NAD 83. AK7098 AK7098.The geoid height was determined by GEOID99. AK7098 AK7098; North East Units Scale Converg. AK7098;SPC FL W - 415,221.108 233,903.389 MT 0.99995536 +0 09 44.6 AK7098;UTM 17 - 3,106,336.570 435,641.920 MT 0.99965112 -0 18 30.1 AK7098 AK7098 SUPERSEDED SURVEY CONTROL AK7098 AK7098 NAD 83(1990)- 28 04 51.21511(N) 081 39 18.15364(W) AD( ) 2 AK7098 ELLIP H (12/04/92) 17.17 (m) GP( ) 3 2 AK7098 NGVD 29 (12/04/92) 44.4 (m) 146. (f) GPS OBS AK7098 AK7098.Superseded values are not recommended for survey control. AK7098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7098.See file dsdata.txt to determine how the superseded data were derived. AK7098 AK7098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3564206337(NAD 83) AK7098_MARKER: I = METAL ROD AK7098_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK7098_STAMPING: K058 1991 AK7098_MARK LOGO: NGS AK7098_PROJECTION: RECESSED 30 CENTIMETERS AK7098_MAGNETIC: N = NO MAGNETIC MATERIAL AK7098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK7098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7098+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2003 AK7098_ROD/PIPE-DEPTH: 5.2 meters AK7098 AK7098 HISTORY - Date Condition Report By AK7098 HISTORY - 1991 MONUMENTED KEISCH AK7098 HISTORY - 20030915 GOOD FL-105 AK7098 AK7098 STATION DESCRIPTION AK7098 AK7098'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AK7098'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) EAST NORTHEAST OF WINTER AK7098'HAVEN IN THE NORTH RIGHT-OF-WAY OF S.R. 544 NEAR THE NORTHWEST CORNER AK7098'OF SECTION 6, TOWNSHIP 28 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA. AK7098'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND S.R. 544 AK7098'NORTHEAST OF WINTER HAVEN, GO WEST ON S.R. 544 FOR 0.4 MI (0.6 KM) TO AK7098'THE STATION IN THE NORTH RIGHT-OF-WAY. THE STATION LIES NORTH OF THE AK7098'ENTRANCE TO INGRAM GROOVE SERVICE, 20 FT (6.1 M) NORTH OF THE NORTH AK7098'EDGE OF PAVEMENT, AND 17 FT (5.2 M) WEST SOUTHWEST OF A FENCE CORNER. AK7098'ACCESS TO DATUM POINT--THE STATION IS RECESSED 1.0 FT (0.3 M) BELOW AK7098'GROUND INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH AK7098'DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AK7098'REFERENCES-- AK7098'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 45 AK7098'DEGREES WEST AT 32.71 FT (9.97 M). AK7098'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 INCH IRON ROD, NORTH 79 AK7098'DEGREES WEST AT 26.48 FT (8.07 M). AK7098'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, NORTH 77 DEGREES AK7098'EAST AT 17.30 FT (5.27 M). AK7098'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (6--50206), SOUTH AK7098'86 DEGREES EAST AT 61.92 FT (18.87 M). AK7098'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 39 AK7098'DEGREES EAST AT 29.21 FT (8.90 M). AK7098'SET CARSONITE WITNESS POST, NORTH 9 DEGREES EAST AT 7.42 FT (2.26 M). AK7098 AK7098 STATION RECOVERY (2003) AK7098 AK7098'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK7098'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AK7098'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK7101 *********************************************************************** AK7101 DESIGNATION - K060 AK7101 PID - AK7101 AK7101 STATE/COUNTY- FL/POLK AK7101 USGS QUAD - GUM LAKE (1980) AK7101 AK7101 *CURRENT SURVEY CONTROL AK7101 ___________________________________________________________________ AK7101* NAD 83(1999)- 28 10 20.41128(N) 081 38 23.21843(W) ADJUSTED AK7101* NAVD 88 - 44.9 (meters) 147. (feet) VERTCON AK7101 ___________________________________________________________________ AK7101 X - 818,106.621 (meters) COMP AK7101 Y - -5,566,951.484 (meters) COMP AK7101 Z - 2,993,363.055 (meters) COMP AK7101 LAPLACE CORR- -2.40 (seconds) DEFLEC99 AK7101 ELLIP HEIGHT- 17.66 (meters) (07/06/01) GPS OBS AK7101 GEOID HEIGHT- -27.21 (meters) GEOID99 AK7101 AK7101 HORZ ORDER - SECOND AK7101 ELLP ORDER - FOURTH CLASS II AK7101 AK7101.The horizontal coordinates were established by GPS observations AK7101.and adjusted by the National Geodetic Survey in July 2001. AK7101 AK7101.The NAVD 88 height was computed by applying the VERTCON shift value to AK7101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AK7101 AK7101.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7101 AK7101.The Laplace correction was computed from DEFLEC99 derived deflections. AK7101 AK7101.The ellipsoidal height was determined by GPS observations AK7101.and is referenced to NAD 83. AK7101 AK7101.The geoid height was determined by GEOID99. AK7101 AK7101; North East Units Scale Converg. AK7101;SPC FL W - 425,358.833 235,373.147 MT 0.99995661 +0 10 12.2 AK7101;UTM 17 - 3,116,458.760 437,194.565 MT 0.99964868 -0 18 07.4 AK7101 AK7101 SUPERSEDED SURVEY CONTROL AK7101 AK7101 NAD 83(1990)- 28 10 20.41034(N) 081 38 23.21849(W) AD( ) 2 AK7101 ELLIP H (12/04/92) 17.70 (m) GP( ) 3 2 AK7101 NGVD 29 (12/04/92) 45.2 (m) 148. (f) GPS OBS AK7101 AK7101.Superseded values are not recommended for survey control. AK7101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7101.See file dsdata.txt to determine how the superseded data were derived. AK7101 AK7101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3719516459(NAD 83) AK7101_MARKER: 01 = LONE TREE AK7101_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK7101_STAMPING: K060 1991 AK7101_MARK LOGO: NGS AK7101_PROJECTION: RECESSED 21 CENTIMETERS AK7101_MAGNETIC: N = NO MAGNETIC MATERIAL AK7101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK7101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7101+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003 AK7101_ROD/PIPE-DEPTH: 15.2 meters AK7101 AK7101 HISTORY - Date Condition Report By AK7101 HISTORY - 1991 FIRST OBSERVED KEISCH AK7101 HISTORY - 19930511 GOOD KEISCH AK7101 HISTORY - 20020126 GOOD USPSQD AK7101 HISTORY - 20030908 GOOD FL-105 AK7101 AK7101 STATION DESCRIPTION AK7101 AK7101'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AK7101'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTH OF HAINES CITY IN AK7101'THE MEDIAN OF U.S 27 NEAR THE SOUTHEAST CONER OF SECTION 31, TOWNSHIP AK7101'26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA. AK7101'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 17-92 AND U.S. 27 AK7101'IN HAINES CITY, GO NORTH ON U.S. 27 FOR 4.5 MI (7.2 KM) TO THE AK7101'STATION IN THE MEDIAN. THE STATION IS 0.1 MI (0.2 KM) SOUTH OF THE AK7101'ENTRANCE TO THE LA CASA DEL SOL ADULT MOBILE HOME PARK. THE STATION AK7101'LIES 76 FT (23.2 M) NORTH OF A 6 FOOT PAINTED CROSS AERIAL TARGET, 41 AK7101'FT (12.5 M) NORTH OF THE BULLNOSE, 26.2 FT (8.0 M) EAST OF THE EAST AK7101'EDGE OF PAVEMENT OF THE SOUTHBOUND LANE, AND 9.4 FT (2.9 M) WEST OF AK7101'THE WEST EDGE OF PAVEMENT OF THE NORTHBOUND LANE. ACCESS TO DATUM AK7101'POINT--THE STATION IS RECESSED 0.7 FT (0.2 M) BELOW GROUND INSIDE A AK7101'NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET AK7101'IN A CONCRETE COLLAR. AK7101'REFERENCES-- AK7101'X-CUT, SET IN TOP OF 9 INCH CONCRETE CURB, SOUTH 38 DEGREES WEST AT AK7101'32.39 FT (9.87 M). AK7101'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 68 AK7101'DEGREES WEST AT 31.40 FT (9.57 M). AK7101'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 52 AK7101'DEGREES EAST AT 15.55 FT (4.74 M). AK7101'X-CUT, SET IN TOP OF 9 INCH CONCRETE CURB, SOUTH 9 DEGREES EAST AT AK7101'25.55 FT (7.79 M). AK7101'SET CARSONITE WITNESS POST, SOUTH 88 DEGREES EAST AT 92.38 FT AK7101'(28.16 M). AK7101 AK7101 STATION RECOVERY (1993) AK7101 AK7101'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1993 AK7101'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTH OF HAINES CITY IN AK7101'THE MEDIAN OF U.S 27 NEAR THE SOUTHEAST CONER OF SECTION 31, TOWNSHIP AK7101'26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA. AK7101'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 17-92 AND U.S. 27 AK7101'IN HAINES CITY, GO NORTH ON U.S. 27 FOR 4.0 MI (6.4 KM) TO THE AK7101'STATION IN THE MEDIAN. THE STATION IS 0.1 MI (0.2 KM) SOUTH OF THE AK7101'ENTRANCE TO THE LA CASA DEL SOL ADULT MOBILE HOME PARK. THE STATION AK7101'LIES 76 FT (23.2 M) NORTH OF A 6 FOOT PAINTED CROSS AERIAL TARGET, 41 AK7101'FT (12.5 M) NORTH OF THE BULLNOSE, 26.2 FT (8.0 M) EAST OF THE EAST AK7101'EDGE OF PAVEMENT OF THE SOUTHBOUND LANE, AND 9.4 FT (2.9 M) WEST OF AK7101'THE WEST EDGE OF PAVEMENT OF THE NORTHBOUND LANE. ACCESS TO DATUM AK7101'POINT--THE STATION IS RECESSED 0.7 FT (0.2 M) BELOW GROUND INSIDE A AK7101'NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET AK7101'IN A CONCRETE COLLAR. AK7101'REFERENCES-- AK7101'X-CUT, SET IN TOP OF 9 INCH CONCRETE CURB, SOUTH 38 DEGREES WEST AT AK7101'32.39 FT (9.87 M). AK7101'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 68 AK7101'DEGREES WEST AT 31.40 FT (9.57 M). AK7101'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 52 AK7101'DEGREES EAST AT 15.55 FT (4.74 M). AK7101'X-CUT, SET IN TOP OF 9 INCH CONCRETE CURB, SOUTH 9 DEGREES EAST AT AK7101'25.55 FT (7.79 M). AK7101'SET CARSONITE WITNESS POST, SOUTH 88 DEGREES EAST AT 92.38 FT AK7101'(28.16 M). AK7101 AK7101 STATION RECOVERY (2002) AK7101 AK7101'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA) AK7101'RECOVERED IN GOOD CONDITION. AK7101 AK7101 STATION RECOVERY (2003) AK7101 AK7101'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK7101'RECOVERY AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER AK7101'GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK7102 *********************************************************************** AK7102 DESIGNATION - K061 AK7102 PID - AK7102 AK7102 STATE/COUNTY- FL/POLK AK7102 USGS QUAD - GUM LAKE (1980) AK7102 AK7102 *CURRENT SURVEY CONTROL AK7102 ___________________________________________________________________ AK7102* NAD 83(1999)- 28 10 45.29098(N) 081 38 23.44057(W) ADJUSTED AK7102* NAVD 88 - 44.6 (meters) 146. (feet) VERTCON AK7102 ___________________________________________________________________ AK7102 X - 818,048.003 (meters) COMP AK7102 Y - -5,566,594.288 (meters) COMP AK7102 Z - 2,994,038.046 (meters) COMP AK7102 LAPLACE CORR- -2.43 (seconds) DEFLEC99 AK7102 ELLIP HEIGHT- 17.34 (meters) (07/06/01) GPS OBS AK7102 GEOID HEIGHT- -27.23 (meters) GEOID99 AK7102 AK7102 HORZ ORDER - SECOND AK7102 ELLP ORDER - FOURTH CLASS II AK7102 AK7102.The horizontal coordinates were established by GPS observations AK7102.and adjusted by the National Geodetic Survey in July 2001. AK7102 AK7102.The NAVD 88 height was computed by applying the VERTCON shift value to AK7102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AK7102 AK7102.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7102 AK7102.The Laplace correction was computed from DEFLEC99 derived deflections. AK7102 AK7102.The ellipsoidal height was determined by GPS observations AK7102.and is referenced to NAD 83. AK7102 AK7102.The geoid height was determined by GEOID99. AK7102 AK7102; North East Units Scale Converg. AK7102;SPC FL W - 426,124.675 235,364.814 MT 0.99995661 +0 10 12.3 AK7102;UTM 17 - 3,117,224.408 437,192.544 MT 0.99964869 -0 18 07.8 AK7102 AK7102 SUPERSEDED SURVEY CONTROL AK7102 AK7102 NAD 83(1990)- 28 10 45.28984(N) 081 38 23.44057(W) AD( ) 2 AK7102 ELLIP H (12/04/92) 17.39 (m) GP( ) 3 2 AK7102 NGVD 29 (12/04/92) 44.9 (m) 147. (f) GPS OBS AK7102 AK7102.Superseded values are not recommended for survey control. AK7102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7102.See file dsdata.txt to determine how the superseded data were derived. AK7102 AK7102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3719317224(NAD 83) AK7102_MARKER: F = FLANGE-ENCASED ROD AK7102_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK7102_STAMPING: K061 1991 AK7102_MARK LOGO: NGS AK7102_PROJECTION: RECESSED 15 CENTIMETERS AK7102_MAGNETIC: N = NO MAGNETIC MATERIAL AK7102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK7102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7102+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003 AK7102_ROD/PIPE-DEPTH: 14.6 meters AK7102 AK7102 HISTORY - Date Condition Report By AK7102 HISTORY - 1991 MONUMENTED KEISCH AK7102 HISTORY - 19930511 GOOD KEISCH AK7102 HISTORY - 19970924 GOOD FLDEP AK7102 HISTORY - 20020126 GOOD USPSQD AK7102 HISTORY - 20030908 GOOD FL-105 AK7102 AK7102 STATION DESCRIPTION AK7102 AK7102'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AK7102'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTH OF HAINES CITY IN AK7102'THE MEDIAN OF U.S 27 AT THE INTERSECTION OF U.S. 27 AND HOLLY HILL AK7102'ROAD NEAR THE SOUTHEAST CONER OF SECTION 31, TOWNSHIP 26 SOUTH, RANGE AK7102'27 EAST, POLK COUNTY, FLORIDA. AK7102'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 17-92 AND U.S. 27 AK7102'IN HAINES CITY, GO NORTH ON U.S. 27 FOR 4.O MI TO THE INTERSECTION OF AK7102'U.S 27 AND HOLLY HILL ROAD. THE STATION LIES 17.9 FT (5.5 M) SOUTH OF AK7102'THE BULLNOSE OF THE CROSSOVER, 31.4 FT (9.6 M) EAST OF THE EAST EDGE AK7102'OF PAVEMENT OF THE SOUTHBOUND LANE AND 14.7 FT (4.5 M) WEST OF THE AK7102'WEST EDGE OF PAVEMENT OF THE NORTHBOUND LANE. ACCESS TO DATUM AK7102'POINT--THE STATION IS RECESSED 0.5 FT (0.2 M) BELOW GROUND INSIDE A AK7102'NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH PVC PIPE SET IN A AK7102'CONCRETE COLLAR. AK7102'REFERENCES-- AK7102'X-CUT, SET IN TOP OF 9 INCH CONCRETE CURB, SOUTH 25 DEGREES WEST AT AK7102'31.54 FT (9.61 M). AK7102'KEITH AND SCHNARS NAIL AND DISC, SET IN ASPHALT, NORTH 52 DEGREES WEST AK7102'AT 15.31 FT (4.67 M). AK7102'KEITH AND SCHNARS NAIL AND DISC, SET IN ASPHALT, NORTH 55 DEGREES EAST AK7102'AT 23.07 FT (7.03 M). AK7102'X-CUT, SET IN TOP OF 9 INCH CONCRETE CURB, SOUTH 31 DEGREES EAST AT AK7102'33.41 FT (10.18 M). AK7102'SET CARSONITE WITNESS POST, NORTH 13 DEGREES EAST AT 10.67 FT AK7102'(3.25 M). AK7102 AK7102 STATION RECOVERY (1993) AK7102 AK7102'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1993 AK7102'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTH OF HAINES CITY IN AK7102'THE MEDIAN OF U.S 27 AT THE INTERSECTION OF U.S. 27 AND HOLLY HILL AK7102'ROAD NEAR THE SOUTHEAST CONER OF SECTION 31, TOWNSHIP 26 SOUTH, RANGE AK7102'27 EAST, POLK COUNTY, FLORIDA. AK7102'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 17-92 AND U.S. 27 AK7102'IN HAINES CITY, GO NORTH ON U.S. 27 FOR 4.5 MI (7.2 KM) TO THE AK7102'INTERSECTION OF U.S 27 AND HOLLY HILL ROAD. THE STATION LIES 17.9 FT AK7102'(5.5 M) SOUTH OF THE BULLNOSE OF THE CROSSOVER, 31.4 FT (9.6 M) EAST AK7102'OF THE EAST EDGE OF PAVEMENT OF THE SOUTHBOUND LANE AND 14.7 FT AK7102'(4.5 M) WEST OF THE WEST EDGE OF PAVEMENT OF THE NORTHBOUND LANE. AK7102'ACCESS TO DATUM POINT--THE STATION IS RECESSED 0.5 FT (0.2 M) BELOW AK7102'GROUND INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH PVC AK7102'PIPE SET IN A CONCRETE COLLAR. AK7102'REFERENCES-- AK7102'X-CUT, SET IN TOP OF 9 INCH CONCRETE CURB, SOUTH 25 DEGREES WEST AT AK7102'31.54 FT (9.61 M). AK7102'KEITH AND SCHNARS NAIL AND DISC, SET IN ASPHALT, NORTH 52 DEGREES WEST AK7102'AT 15.31 FT (4.67 M). AK7102'KEITH AND SCHNARS NAIL AND DISC, SET IN ASPHALT, NORTH 55 DEGREES EAST AK7102'AT 23.07 FT (7.03 M). AK7102'X-CUT, SET IN TOP OF 9 INCH CONCRETE CURB, SOUTH 31 DEGREES EAST AT AK7102'33.41 FT (10.18 M). AK7102'SET CARSONITE WITNESS POST, NORTH 13 DEGREES EAST AT 10.67 FT AK7102'(3.25 M). AK7102 AK7102 STATION RECOVERY (1997) AK7102 AK7102'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (LGB) AK7102'RECOVERED AS DESCRIBED. AK7102 AK7102 STATION RECOVERY (2002) AK7102 AK7102'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA) AK7102'RECOVERED IN GOOD CONDITION. AK7102 AK7102 STATION RECOVERY (2003) AK7102 AK7102'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK7102'RECOVERY AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER AK7102'GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7602 *********************************************************************** AF7602 DESIGNATION - K064 AF7602 PID - AF7602 AF7602 STATE/COUNTY- FL/POLK AF7602 USGS QUAD - FROSTPROOF (1987) AF7602 AF7602 *CURRENT SURVEY CONTROL AF7602 ___________________________________________________________________ AF7602* NAD 83(1999)- 27 38 47.94318(N) 081 33 42.53497(W) ADJUSTED AF7602* NAVD 88 - 36.0 (meters) 118. (feet) VERTCON AF7602 ___________________________________________________________________ AF7602 X - 829,681.700 (meters) COMP AF7602 Y - -5,592,799.187 (meters) COMP AF7602 Z - 2,941,879.949 (meters) COMP AF7602 LAPLACE CORR- -2.89 (seconds) DEFLEC99 AF7602 ELLIP HEIGHT- 10.07 (meters) (07/06/01) GPS OBS AF7602 GEOID HEIGHT- -25.90 (meters) GEOID99 AF7602 AF7602 HORZ ORDER - SECOND AF7602 ELLP ORDER - FOURTH CLASS II AF7602 AF7602.The horizontal coordinates were established by GPS observations AF7602.and adjusted by the National Geodetic Survey in July 2001. AF7602 AF7602.The NAVD 88 height was computed by applying the VERTCON shift value to AF7602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7602 AF7602.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7602 AF7602.The Laplace correction was computed from DEFLEC99 derived deflections. AF7602 AF7602.The ellipsoidal height was determined by GPS observations AF7602.and is referenced to NAD 83. AF7602 AF7602.The geoid height was determined by GEOID99. AF7602 AF7602; North East Units Scale Converg. AF7602;SPC FL W - 367,131.059 243,238.140 MT 0.99996424 +0 12 12.0 AF7602;SPC FL E - 367,180.460 144,562.343 MT 0.99997910 -0 15 38.5 AF7602;UTM 17 - 3,058,187.161 444,581.258 MT 0.99963791 -0 15 38.5 AF7602 AF7602 SUPERSEDED SURVEY CONTROL AF7602 AF7602 NAD 83(1990)- 27 38 47.94320(N) 081 33 42.53537(W) AD( ) 2 AF7602 ELLIP H (12/04/92) 10.05 (m) GP( ) 3 2 AF7602 NGVD 29 (12/04/92) 36.3 (m) 119. (f) GPS OBS AF7602 AF7602.Superseded values are not recommended for survey control. AF7602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7602.See file dsdata.txt to determine how the superseded data were derived. AF7602 AF7602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4458158187(NAD 83) AF7602_MARKER: I = METAL ROD AF7602_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7602_STAMPING: K064 1991 AF7602_MARK LOGO: NGS AF7602_PROJECTION: RECESSED 15 CENTIMETERS AF7602_MAGNETIC: N = NO MAGNETIC MATERIAL AF7602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7602+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2003 AF7602_ROD/PIPE-DEPTH: 14.6 meters AF7602 AF7602 HISTORY - Date Condition Report By AF7602 HISTORY - 1991 MONUMENTED KEISCH AF7602 HISTORY - 19930511 GOOD KEISCH AF7602 HISTORY - 20030917 GOOD FL-105 AF7602 AF7602 STATION DESCRIPTION AF7602 AF7602'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7602'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) SOUTH OF FROSTPROOF IN THE AF7602'NORTH RIGHT-OF-WAY OF COUNTY LINE ROAD NEAR THE SOUTHWEST CORNER OF AF7602'SECTION 31, TOWNSHIP 33 SOUTH, RANGE 28 EAST, POLK COUNTY, FLORIDA. AF7602'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27, U.S. 98, AND AF7602'C.R. 630 IN FROSTPROOF, GO SOUTH ON U.S. 27 FOR 6.8 MI (10.9 KM) TO AF7602'THE INTERSECTION OF U.S. 27 AND COUNTY LINE ROAD. TURN RIGHT AND GO AF7602'WEST ON COUNTY LINE ROAD 1.5 MI (2.4 KM) TO THE INTERSECTION OF AF7602'COUNTY LINE ROAD AND AMHERST ROAD. THE STATION LIES IN THE NORTHWEST AF7602'CORNER OF THE INTERSECTION, 32 FT (9.8 M) WEST OF THE CENTERLINE OF AF7602'AMHERST ROAD, 124 FT (37.8 M) EAST OF THE CENTERLINE OF 2 M-M ROAD AF7602'N-S (A DIRT ROAD), AND 4.1 FT (1.2 M) NORTH OF THE NORTH EDGE OF AF7602'PAVEMENT. ACCESS TO DATUM POINT--THE STATION IS RECESSED 0.5 FT AF7602'(0.2 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON 5 1/4 AF7602'INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AF7602'REFERENCES-- AF7602'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 INCH IRON ROD, NORTH 57 AF7602'DEGREES WEST AT 20.10 FT (6.13 M). AF7602'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 INCH IRON ROD, NORTH 53 AF7602'DEGREES EAST AT 16.44 FT (5.01 M). AF7602'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 75 AF7602'DEGREES EAST AT 31.16 FT (9.50 M). AF7602'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 3 AF7602'DEGREES EAST AT 5.46 FT (1.66 M). AF7602'SET CARSONITE WITNESS POST, SOUTH 59 DEGREES WEST AT 48.99 FT AF7602'(14.93 M). AF7602 AF7602 STATION RECOVERY (1993) AF7602 AF7602'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1993 AF7602'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) SOUTH OF FROSTPROOF IN THE AF7602'NORTH RIGHT-OF-WAY OF COUNTY LINE ROAD NEAR THE SOUTHWEST CORNER OF AF7602'SECTION 31, TOWNSHIP 32 SOUTH, RANGE 28 EAST, POLK COUNTY, FLORIDA. AF7602'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27, U.S. 98, AND AF7602'C.R. 630 IN FROSTPROOF, GO SOUTH ON U.S. 27 FOR 6.8 MI (10.9 KM) TO AF7602'THE INTERSECTION OF U.S. 27 AND COUNTY LINE ROAD. TURN RIGHT AND GO AF7602'WEST ON COUNTY LINE ROAD 1.9 MI (3.1 KM) TO THE STATION IN THE NORTH AF7602'RIGHT-OF-WAY. THE STATION LIES 0.4 MI (0.6 KM) WEST OF THE CHANGE AF7602'FROM A PAVED ROAD TO A DIRT ROAD, 460 EAST FROM A P.I. POWER POLE AF7602'(NUMBER 6-42370), 5.0 FT (1.5 M) NORTH OF THE NORTH EDGE OF PAVEMENT, AF7602'AND 18.5 FT (5.6 M) SOUTH OF A BARBWIRE FENCE. ACCESS TO DATUM AF7602'POINT--THE STATION IS RECESSED 1.0 FT (0.3 M) BELOW GROUND INSIDE A AF7602'NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET AF7602'IN A CONCRETE COLLAR. AF7602'REFERENCES-- AF7602'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 IRON ROD, SOUTH 30 DEGREES AF7602'WEST AT 42.25 FT (12.88 M). AF7602'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, NORTH 29 DEGREES AF7602'WEST AT 30.28 FT (9.23 M). AF7602'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, NORTH 59 DEGREES AF7602'EAST AT 28.87 FT (8.80 M). AF7602'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 IRON ROD, SOUTH 30 DEGREES AF7602'EAST AT 43.19 FT (13.16 M). AF7602'SET CARSONITE WITNESS POST, NORTH 3 DEGREES WEST AT 18.26 FT (5.57 M) AF7602'. AF7602 AF7602 STATION RECOVERY (2003) AF7602 AF7602'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7602'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7602'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7603 *********************************************************************** AF7603 DESIGNATION - K065 AF7603 PID - AF7603 AF7603 STATE/COUNTY- FL/POLK AF7603 USGS QUAD - FROSTPROOF (1987) AF7603 AF7603 *CURRENT SURVEY CONTROL AF7603 ___________________________________________________________________ AF7603* NAD 83(1999)- 27 38 47.89328(N) 081 33 17.85385(W) ADJUSTED AF7603* NAVD 88 - 37.6 (meters) 123. (feet) VERTCON AF7603 ___________________________________________________________________ AF7603 X - 830,351.228 (meters) COMP AF7603 Y - -5,592,701.985 (meters) COMP AF7603 Z - 2,941,879.335 (meters) COMP AF7603 LAPLACE CORR- -2.92 (seconds) DEFLEC99 AF7603 ELLIP HEIGHT- 11.68 (meters) (07/06/01) GPS OBS AF7603 GEOID HEIGHT- -25.92 (meters) GEOID99 AF7603 AF7603 HORZ ORDER - SECOND AF7603 ELLP ORDER - FOURTH CLASS II AF7603 AF7603.The horizontal coordinates were established by GPS observations AF7603.and adjusted by the National Geodetic Survey in July 2001. AF7603 AF7603.The NAVD 88 height was computed by applying the VERTCON shift value to AF7603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7603 AF7603.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7603 AF7603.The Laplace correction was computed from DEFLEC99 derived deflections. AF7603 AF7603.The ellipsoidal height was determined by GPS observations AF7603.and is referenced to NAD 83. AF7603 AF7603.The geoid height was determined by GEOID99. AF7603 AF7603; North East Units Scale Converg. AF7603;SPC FL W - 367,131.942 243,914.660 MT 0.99996497 +0 12 23.4 AF7603;SPC FL E - 367,175.864 145,238.858 MT 0.99997818 -0 15 27.1 AF7603;UTM 17 - 3,058,182.567 445,257.542 MT 0.99963699 -0 15 27.1 AF7603 AF7603 SUPERSEDED SURVEY CONTROL AF7603 AF7603 NAD 83(1990)- 27 38 47.89346(N) 081 33 17.85435(W) AD( ) 2 AF7603 ELLIP H (12/04/92) 11.66 (m) GP( ) 3 2 AF7603 NGVD 29 (12/04/92) 37.9 (m) 124. (f) GPS OBS AF7603 AF7603.Superseded values are not recommended for survey control. AF7603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7603.See file dsdata.txt to determine how the superseded data were derived. AF7603 AF7603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4525858183(NAD 83) AF7603_MARKER: I = METAL ROD AF7603_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7603_STAMPING: K065 1991 AF7603_MARK LOGO: NGS AF7603_PROJECTION: RECESSED 30 CENTIMETERS AF7603_MAGNETIC: N = NO MAGNETIC MATERIAL AF7603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7603+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2003 AF7603_ROD/PIPE-DEPTH: 5.5 meters AF7603 AF7603 HISTORY - Date Condition Report By AF7603 HISTORY - 1991 MONUMENTED KEISCH AF7603 HISTORY - 19930511 GOOD KEISCH AF7603 HISTORY - 20030917 GOOD FL-105 AF7603 AF7603 STATION DESCRIPTION AF7603 AF7603'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7603'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) SOUTH OF FROSTPROOF IN THE AF7603'NORTH RIGHT-OF-WAY OF COUNTY LINE ROAD NEAR THE SOUTHWEST CORNER OF AF7603'SECTION 31, TOWNSHIP 33 SOUTH, RANGE 28 EAST, POLK COUNTY, FLORIDA. AF7603'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27, U.S. 98, AND AF7603'C.R. 630 IN FROSTPROOF, GO SOUTH ON U.S. 27 FOR 6.8 MI (10.9 KM) TO AF7603'THE INTERSECTION OF U.S. 27 AND COUNTY LINE ROAD. TURN RIGHT AND GO AF7603'WEST ON COUNTY LINE ROAD 1.9 MI (3.1 KM) TO THE STATION IN THE NORTH AF7603'RIGHT-OF-WAY. THE STATION LIES 0.4 MI (0.6 KM) WEST OF THE CHANGE AF7603'FROM A PAVED ROAD TO A DIRT ROAD, 460 EAST FROM A P.I. POWER POLE AF7603'(NUMBER 6-42370), 5.0 FT (1.5 M) NORTH OF THE NORTH EDGE OF PAVEMENT, AF7603'AND 18.5 FT (5.6 M) SOUTH OF A BARBWIRE FENCE. ACCESS TO DATUM AF7603'POINT--THE STATION IS RECESSED 1.0 FT (0.3 M) BELOW GROUND INSIDE A AF7603'NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET AF7603'IN A CONCRETE COLLAR. AF7603'REFERENCES-- AF7603'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 IRON ROD, SOUTH 30 DEGREES AF7603'WEST AT 42.25 FT (12.88 M). AF7603'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, NORTH 29 DEGREES AF7603'WEST AT 30.28 FT (9.23 M). AF7603'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, NORTH 59 DEGREES AF7603'EAST AT 28.87 FT (8.80 M). AF7603'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 IRON ROD, SOUTH 30 DEGREES AF7603'EAST AT 43.19 FT (13.16 M). AF7603'SET CARSONITE WITNESS POST, NORTH 3 DEGREES WEST AT 18.26 FT (5.57 M) AF7603 AF7603 STATION RECOVERY (1993) AF7603 AF7603'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1993 AF7603'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) SOUTH OF FROSTPROOF IN THE AF7603'NORTH RIGHT-OF-WAY OF COUNTY LINE ROAD NEAR THE SOUTHWEST CORNER OF AF7603'SECTION 31, TOWNSHIP 33 SOUTH, RANGE 28 EAST, POLK COUNTY, FLORIDA. AF7603'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27, U.S. 98, AND AF7603'C.R. 630 IN FROSTPROOF, GO SOUTH ON U.S. 27 FOR 6.8 MI (10.9 KM) TO AF7603'THE INTERSECTION OF U.S. 27 AND COUNTY LINE ROAD. TURN RIGHT AND GO AF7603'WEST ON COUNTY LINE ROAD 1.5 MI (2.4 KM) TO THE INTERSECTION OF AF7603'COUNTY LINE ROAD AND AMHERST ROAD. THE STATION LIES IN THE NORTHWEST AF7603'CORNER OF THE INTERSECTION, 32 FT (9.8 M) WEST OF THE CENTERLINE OF AF7603'AMHERST ROAD, 124 FT (37.8 M) EAST OF THE CENTERLINE OF 2 M-M ROAD AF7603'N-S (A DIRT ROAD), AND 4.1 FT (1.2 M) NORTH OF THE NORTH EDGE OF AF7603'PAVEMENT. ACCESS TO DATUM POINT--THE STATION IS RECESSED 0.5 FT AF7603'(0.2 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON 5 1/4 AF7603'INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AF7603'REFERENCES-- AF7603'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 INCH IRON ROD, NORTH 57 AF7603'DEGREES WEST AT 20.10 FT (6.13 M). AF7603'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 INCH IRON ROD, NORTH 53 AF7603'DEGREES EAST AT 16.44 FT (5.01 M). AF7603'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 75 AF7603'DEGREES EAST AT 31.16 FT (9.50 M). AF7603'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 3 AF7603'DEGREES EAST AT 5.46 FT (1.66 M). AF7603'SET CARSONITE WITNESS POST, SOUTH 59 DEGREES WEST AT 48.99 FT AF7603'(14.93 M). AF7603 AF7603 STATION RECOVERY (2003) AF7603 AF7603'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7603'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7603'APPRAISER GIS DEPARTMENT. SET CARSONITE WITNESS POST N76W AT 34.0'FT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7604 *********************************************************************** AF7604 DESIGNATION - K066 AF7604 PID - AF7604 AF7604 STATE/COUNTY- FL/POLK AF7604 USGS QUAD - FROSTPROOF (1987) AF7604 AF7604 *CURRENT SURVEY CONTROL AF7604 ___________________________________________________________________ AF7604* NAD 83(1999)- 27 44 01.89548(N) 081 33 51.51093(W) ADJUSTED AF7604* NAVD 88 - 40.4 (meters) 133. (feet) VERTCON AF7604 ___________________________________________________________________ AF7604 X - 828,780.071 (meters) COMP AF7604 Y - -5,588,396.774 (meters) COMP AF7604 Z - 2,950,439.148 (meters) COMP AF7604 LAPLACE CORR- -3.24 (seconds) DEFLEC99 AF7604 ELLIP HEIGHT- 14.29 (meters) (07/06/01) GPS OBS AF7604 GEOID HEIGHT- -26.11 (meters) GEOID99 AF7604 AF7604 HORZ ORDER - SECOND AF7604 ELLP ORDER - FOURTH CLASS II AF7604 AF7604.The horizontal coordinates were established by GPS observations AF7604.and adjusted by the National Geodetic Survey in July 2001. AF7604 AF7604.The NAVD 88 height was computed by applying the VERTCON shift value to AF7604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7604 AF7604.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7604 AF7604.The Laplace correction was computed from DEFLEC99 derived deflections. AF7604 AF7604.The ellipsoidal height was determined by GPS observations AF7604.and is referenced to NAD 83. AF7604 AF7604.The geoid height was determined by GEOID99. AF7604 AF7604; North East Units Scale Converg. AF7604;SPC FL W - 376,793.796 242,957.959 MT 0.99996395 +0 12 09.9 AF7604;UTM 17 - 3,067,848.701 444,379.522 MT 0.99963818 -0 15 45.4 AF7604 AF7604 SUPERSEDED SURVEY CONTROL AF7604 AF7604 NAD 83(1990)- 27 44 01.89618(N) 081 33 51.51167(W) AD( ) 2 AF7604 ELLIP H (12/04/92) 14.26 (m) GP( ) 3 2 AF7604 NGVD 29 (12/04/92) 40.7 (m) 134. (f) GPS OBS AF7604 AF7604.Superseded values are not recommended for survey control. AF7604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7604.See file dsdata.txt to determine how the superseded data were derived. AF7604 AF7604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4438067849(NAD 83) AF7604_MARKER: I = METAL ROD AF7604_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7604_STAMPING: K066 AF7604_MARK LOGO: NGS AF7604_PROJECTION: RECESSED 24 CENTIMETERS AF7604_MAGNETIC: N = NO MAGNETIC MATERIAL AF7604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7604+SATELLITE: SATELLITE OBSERVATIONS - 1991 AF7604_ROD/PIPE-DEPTH: 7.9 meters AF7604 AF7604 HISTORY - Date Condition Report By AF7604 HISTORY - 1991 MONUMENTED KEISCH AF7604 HISTORY - 20030917 MARK NOT FOUND FL-105 AF7604 AF7604 STATION DESCRIPTION AF7604 AF7604'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7604'THE STATION IS LOCATED ABOUT 2 MI (3.2 KM) SOUTHWEST OF FROSTPROOF IN AF7604'THE EAST RIGHT-OF-WAY OF C.R. 630 NEAR THE SOUTHEAST CORNER OF AF7604'SECTION 36, TOWNSHIP 31 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA. AF7604'TO REACH THE STATION FROM THE INTERSECTION OF U.S 27 AND C.R. 630 AF7604'SOUTH OF FROSTPROOF, GO EAST ON C.R. 630 FOR 0.5 MI (0.8 KM) TO THE AF7604'INTERSECTION OF C.R. 630 AND C.R.630A. THE STATION LIES IN THE AF7604'NORTHEAST CORNER OF THE INTERSECTION, 55 FT (16.8 M) NORTHEAST OF 6 AF7604'FOOT PAINTED CROSS AERIAL TARGET, 6.4 FT (2.0 M) EAST OF THE EAST AF7604'EDGE OF PAVEMENT OF C.R. 630, 28.9 FT (8.8 M) NORTH OF THE NORTH EDGE AF7604'OF PAVEMENT OF C.R. 630A, 22 FT (6.7 M) WEST OF A BARBWIRE FENCE, AND AF7604'44 FT (13.4 M) NORTHWEST OF A POWER POLE (NUMBER 87). ACCESS TO DATUM AF7604'POINT--THE STATION IS RECESSED 0.8 FT (0.2 M) BELOW GROUND INSIDE A AF7604'NGS LOGO CAP WHICH IS MOUNTED ON 5 1/4 INCH DIAMETER PVC PIPE SET IN AF7604'A CONCRETE COLLAR. AF7604'REFERENCES-- AF7604'FOUND BRIDGE SPIKE IN A 6 FEET PAINTED CROSS AERIAL TARGET, SOUTH 13 AF7604'DEGREES WEST AT 55.20 FT (16.82 M). AF7604'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 66 AF7604'DEGREES WEST AT 7.62 FT (2.32 M). AF7604'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 8 AF7604'DEGREES WEST AT 35.84 FT (10.92 M). AF7604'KEITH AND SCHNARS NAIL AND DISC, SET IN A POWER POLE (NUMBER 87), AF7604'SOUTH 43 DEGREES EAST AT 44.41 FT (13.54 M). AF7604'SET CARSONITE WITNESS POST, NORTH 89 DEGREES EAST AT 22.02 FT AF7604'(6.71 M). AF7604 AF7604 STATION RECOVERY (2003) AF7604 AF7604'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7604'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF7604'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7605 *********************************************************************** AF7605 DESIGNATION - K067 AF7605 PID - AF7605 AF7605 STATE/COUNTY- FL/POLK AF7605 USGS QUAD - FROSTPROOF (1987) AF7605 AF7605 *CURRENT SURVEY CONTROL AF7605 ___________________________________________________________________ AF7605* NAD 83(1999)- 27 44 27.42248(N) 081 33 52.03438(W) ADJUSTED AF7605* NAVD 88 - 37.7 (meters) 124. (feet) VERTCON AF7605 ___________________________________________________________________ AF7605 X - 828,711.880 (meters) COMP AF7605 Y - -5,588,034.694 (meters) COMP AF7605 Z - 2,951,133.339 (meters) COMP AF7605 LAPLACE CORR- -3.25 (seconds) DEFLEC99 AF7605 ELLIP HEIGHT- 11.52 (meters) (07/06/01) GPS OBS AF7605 GEOID HEIGHT- -26.13 (meters) GEOID99 AF7605 AF7605 HORZ ORDER - SECOND AF7605 ELLP ORDER - FOURTH CLASS II AF7605 AF7605.The horizontal coordinates were established by GPS observations AF7605.and adjusted by the National Geodetic Survey in July 2001. AF7605 AF7605.The NAVD 88 height was computed by applying the VERTCON shift value to AF7605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7605 AF7605.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7605 AF7605.The Laplace correction was computed from DEFLEC99 derived deflections. AF7605 AF7605.The ellipsoidal height was determined by GPS observations AF7605.and is referenced to NAD 83. AF7605 AF7605.The geoid height was determined by GEOID99. AF7605 AF7605; North East Units Scale Converg. AF7605;SPC FL W - 377,579.484 242,940.843 MT 0.99996393 +0 12 09.9 AF7605;UTM 17 - 3,068,634.247 444,368.792 MT 0.99963820 -0 15 45.9 AF7605 AF7605 SUPERSEDED SURVEY CONTROL AF7605 AF7605 NAD 83(1990)- 27 44 27.42359(N) 081 33 52.03553(W) AD( ) 2 AF7605 ELLIP H (12/04/92) 11.50 (m) GP( ) 3 2 AF7605 NGVD 29 (12/04/92) 38.0 (m) 125. (f) GPS OBS AF7605 AF7605.Superseded values are not recommended for survey control. AF7605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7605.See file dsdata.txt to determine how the superseded data were derived. AF7605 AF7605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4436968634(NAD 83) AF7605_MARKER: I = METAL ROD AF7605_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7605_STAMPING: K067 1991 AF7605_MARK LOGO: NGS AF7605_PROJECTION: RECESSED 27 CENTIMETERS AF7605_MAGNETIC: N = NO MAGNETIC MATERIAL AF7605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7605+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2003 AF7605_ROD/PIPE-DEPTH: 3.9 meters AF7605 AF7605 HISTORY - Date Condition Report By AF7605 HISTORY - 1991 MONUMENTED KEISCH AF7605 HISTORY - 20030917 GOOD FL-105 AF7605 AF7605 STATION DESCRIPTION AF7605 AF7605'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7605'THE STATION IS LOCATED ABOUT 2 MI (3.2 KM) SOUTHWEST OF FROSTPROOF IN AF7605'THE WEST RIGHT-OF-WAY OF C.R. 630 NEAR THE SOUTHEAST CORNER OF AF7605'SECTION 36, TOWNSHIP 31 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA. AF7605'TO REACH THE STATION FROM THE INTERSECTION OF U.S 27 AND C.R. 630 AF7605'SOUTH OF FROSTPROOF, GO EAST ON C.R. 630 FOR 0.5 MI (0.8 KM) TO THE AF7605'INTERSECTION OF C.R. 630 AND C.R. 630A. GO NORTH ON C.R. 630 0.5 MI AF7605'(0.8 KM) TO THE STATION IN THE WEST RIGHT-OF-WAY. THE STATION LIES AF7605'14.5 FT (4.4 M) WEST OF THE WEST EDGE OF PAVEMENT, 4.8 FT (1.5 M) AF7605'EAST OF A BARBWIRE FENCE, 100 FT (30.5 M) SOUTH OF A DRIVEWAY, AND 281 AF7605'FT (85.6 M) SOUTH OF A POWER POLE (NUMBER R34 FF 816). ACCESS TO AF7605'DATUM POINT--THE STATION IS RECESSED 0.9 FT (0.3 M) BELOW GROUND AF7605'INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH DIAMETER PVC AF7605'PIPE SET IN A CONCRETE COLLAR. AF7605'REFERENCES-- AF7605'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 INCH IRON ROD, SOUTH 12 AF7605'DEGREES WEST AT 14.85 FT (4.53 M). AF7605'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 INCH IRON ROD, NORTH 13 AF7605'DEGREES WEST AT 15.33 FT (4.67 M). AF7605'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 55 AF7605'DEGREES EAST AT 19.07 FT (5.81 M). AF7605'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 41 AF7605'DEGREES EAST AT 20.89 FT (6.37 M). AF7605'SET CARSONITE WITNESS POST, SOUTH 87 DEGREES WEST AT 4.75 FT (1.45 M) AF7605 AF7605 STATION RECOVERY (2003) AF7605 AF7605'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7605'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7605'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7606 *********************************************************************** AF7606 DESIGNATION - K068 AF7606 PID - AF7606 AF7606 STATE/COUNTY- FL/POLK AF7606 USGS QUAD - BABSON PARK (1988) AF7606 AF7606 *CURRENT SURVEY CONTROL AF7606 ___________________________________________________________________ AF7606* NAD 83(1999)- 27 49 11.11271(N) 081 35 44.88775(W) ADJUSTED AF7606* NAVD 88 - 38.0 (meters) 125. (feet) VERTCON AF7606 ___________________________________________________________________ AF7606 X - 825,059.541 (meters) COMP AF7606 Y - -5,584,461.047 (meters) COMP AF7606 Z - 2,958,859.556 (meters) COMP AF7606 LAPLACE CORR- -3.21 (seconds) DEFLEC99 AF7606 ELLIP HEIGHT- 11.75 (meters) (07/06/01) GPS OBS AF7606 GEOID HEIGHT- -26.25 (meters) GEOID99 AF7606 AF7606 HORZ ORDER - SECOND AF7606 ELLP ORDER - FOURTH CLASS II AF7606 AF7606.The horizontal coordinates were established by GPS observations AF7606.and adjusted by the National Geodetic Survey in July 2001. AF7606 AF7606.The NAVD 88 height was computed by applying the VERTCON shift value to AF7606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7606 AF7606.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7606 AF7606.The Laplace correction was computed from DEFLEC99 derived deflections. AF7606 AF7606.The ellipsoidal height was determined by GPS observations AF7606.and is referenced to NAD 83. AF7606 AF7606.The geoid height was determined by GEOID99. AF7606 AF7606; North East Units Scale Converg. AF7606;SPC FL W - 386,301.161 239,821.459 MT 0.99996074 +0 11 19.1 AF7606;UTM 17 - 3,077,378.194 441,321.442 MT 0.99964250 -0 16 41.0 AF7606 AF7606 SUPERSEDED SURVEY CONTROL AF7606 AF7606 NAD 83(1990)- 27 49 11.11337(N) 081 35 44.88847(W) AD( ) 2 AF7606 ELLIP H (12/04/92) 11.73 (m) GP( ) 3 2 AF7606 NGVD 29 (12/04/92) 38.3 (m) 126. (f) GPS OBS AF7606 AF7606.Superseded values are not recommended for survey control. AF7606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7606.See file dsdata.txt to determine how the superseded data were derived. AF7606 AF7606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4132177378(NAD 83) AF7606_MARKER: I = METAL ROD AF7606_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7606_STAMPING: K068 1991 AF7606_MARK LOGO: NGS AF7606_PROJECTION: RECESSED 13 CENTIMETERS AF7606_MAGNETIC: N = NO MAGNETIC MATERIAL AF7606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7606+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2003 AF7606_ROD/PIPE-DEPTH: 21.9 meters AF7606 AF7606 HISTORY - Date Condition Report By AF7606 HISTORY - 1991 MONUMENTED KEISCH AF7606 HISTORY - 19930511 GOOD KEISCH AF7606 HISTORY - 20030917 GOOD FL-105 AF7606 AF7606 STATION DESCRIPTION AF7606 AF7606'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7606'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTH OF LAKE WALES IN AF7606'THE MEDIAN OF U.S.27 NEAR THE SOUTHWEST CORNER OF SECTION 35, AF7606'TOWNSHIP 30 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA. AF7606'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND C.R. 640 AF7606'SOUTH OF LAKE WALES, GO SOUTH ON U.S. 27 FOR 1.7 MI (2.7 KM) TO THE AF7606'STATION IN THE MEDIAN STRIP. THE STATION LIES 201 FT (61.3 M) SOUTH AF7606'SOUTHWEST OF A POWER POLE POLE (NUMBER R31 FF 5211), 210 FT (64.0 M) AF7606'WEST OF A BOX INLET, 200 FT (61.0 M) SOUTH OF THE TURNAROUND, 23.8 FT AF7606'(7.3 M) EAST OF THE EAST EDGE OF PAVEMENT OF THE SOUTHBOUND LANE, AND AF7606'27.5 FT (8.4 M) WEST OF THE WEST EDGE OF PAVEMENT OF THE NORTHBOUND AF7606'LANE. ACCESS TO DATUM POINT-- THE STATION IS RECESSED 0.4 FT (0.1 M) AF7606'BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH AF7606'DIAMETER PVC CAP SET IN A CONCRETE COLLAR. AF7606'REFERENCES-- AF7606'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 44 AF7606'DEGREES WEST AT 39.36 FT (12.00 M). AF7606'FOUND 20-D NAIL SET IN 6 FOOT PAINTED CROSS AERIAL TARGET, SOUTH 62 AF7606'DEGREES WEST AT 36.00 FT (10.97 M). AF7606'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 3 AF7606'DEGREES WEST AT 37.25 FT (11.35 M). AF7606'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 61 AF7606'DEGREES EAST AT 42.15 FT (12.85 M). AF7606'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 28 AF7606'DEGREES EAST AT 38.66 FT (11.78 M). AF7606'SET CARSONITE WITNESS POST, NORTH 66 DEGREES WEST AT 77.21 FT AF7606'(23.53 M). AF7606 AF7606 STATION RECOVERY (1993) AF7606 AF7606'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1993 AF7606'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTH OF LAKE WALES IN AF7606'THE MEDIAN OF U.S.27 NEAR THE SOUTHWEST CORNER OF SECTION 35, AF7606'TOWNSHIP 30 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA. AF7606'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND C.R. 640 AF7606'SOUTH OF LAKE WALES, GO SOUTH ON U.S. 27 FOR 1.7 MI (2.7 KM) TO THE AF7606'STATION IN THE MEDIAN STRIP. THE STATION LIES 201 FT (61.3 M) SOUTH AF7606'SOUTHWEST OF A POWER POLE POLE (NUMBER R31 FF 5211), 210 FT (64.0 M) AF7606'WEST OF A BOX INLET, 200 FT (61.0 M) SOUTH OF THE TURNAROUND, 23.8 FT AF7606'(7.3 M) EAST OF THE EAST EDGE OF PAVEMENT OF THE SOUTHBOUND LANE, AND AF7606'27.5 FT (8.4 M) WEST OF THE WEST EDGE OF PAVEMENT OF THE NORTHBOUND AF7606'LANE. ACCESS TO DATUM POINT-- THE STATION IS RECESSED 0.4 FT (0.1 M) AF7606'BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH AF7606'DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AF7606'REFERENCES-- AF7606'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 44 AF7606'DEGREES WEST AT 39.36 FT (12.00 M). AF7606'FOUND 20-D NAIL SET IN 6 FOOT PAINTED CROSS AERIAL TARGET, SOUTH 62 AF7606'DEGREES WEST AT 36.00 FT (10.97 M). AF7606'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 3 AF7606'DEGREES WEST AT 37.25 FT (11.35 M). AF7606'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 61 AF7606'DEGREES EAST AT 42.15 FT (12.85 M). AF7606'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 28 AF7606'DEGREES EAST AT 38.66 FT (11.78 M). AF7606'SET CARSONITE WITNESS POST, NORTH 66 DEGREES WEST AT 77.21 FT AF7606'(23.53 M). AF7606 AF7606 STATION RECOVERY (2003) AF7606 AF7606'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7606'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7606'APPRAISER GIS DEPARTMENT. SET CARSONITE WITNESS POST S85W AT 105.0'FT. AF7606' 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7607 *********************************************************************** AF7607 DESIGNATION - K069 AF7607 PID - AF7607 AF7607 STATE/COUNTY- FL/POLK AF7607 USGS QUAD - BABSON PARK (1988) AF7607 AF7607 *CURRENT SURVEY CONTROL AF7607 ___________________________________________________________________ AF7607* NAD 83(1999)- 27 49 32.14831(N) 081 35 35.69410(W) ADJUSTED AF7607* NAVD 88 - 39.6 (meters) 130. (feet) VERTCON AF7607 ___________________________________________________________________ AF7607 X - 825,264.469 (meters) COMP AF7607 Y - -5,584,126.663 (meters) COMP AF7607 Z - 2,959,432.960 (meters) COMP AF7607 LAPLACE CORR- -3.20 (seconds) DEFLEC99 AF7607 ELLIP HEIGHT- 13.32 (meters) (07/06/01) GPS OBS AF7607 GEOID HEIGHT- -26.27 (meters) GEOID99 AF7607 AF7607 HORZ ORDER - SECOND AF7607 ELLP ORDER - FOURTH CLASS II AF7607 AF7607.The horizontal coordinates were established by GPS observations AF7607.and adjusted by the National Geodetic Survey in July 2001. AF7607 AF7607.The NAVD 88 height was computed by applying the VERTCON shift value to AF7607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7607 AF7607.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7607 AF7607.The Laplace correction was computed from DEFLEC99 derived deflections. AF7607 AF7607.The ellipsoidal height was determined by GPS observations AF7607.and is referenced to NAD 83. AF7607 AF7607.The geoid height was determined by GEOID99. AF7607 AF7607; North East Units Scale Converg. AF7607;SPC FL W - 386,949.489 240,070.915 MT 0.99996099 +0 11 23.5 AF7607;UTM 17 - 3,078,024.263 441,576.089 MT 0.99964213 -0 16 36.9 AF7607 AF7607 SUPERSEDED SURVEY CONTROL AF7607 AF7607 NAD 83(1990)- 27 49 32.14903(N) 081 35 35.69483(W) AD( ) 2 AF7607 ELLIP H (12/04/92) 13.31 (m) GP( ) 3 2 AF7607 NGVD 29 (12/04/92) 39.9 (m) 131. (f) GPS OBS AF7607 AF7607.Superseded values are not recommended for survey control. AF7607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7607.See file dsdata.txt to determine how the superseded data were derived. AF7607 AF7607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4157678024(NAD 83) AF7607_MARKER: I = METAL ROD AF7607_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7607_STAMPING: K069 1991 AF7607_MARK LOGO: NGS AF7607_PROJECTION: RECESSED 30 CENTIMETERS AF7607_MAGNETIC: N = NO MAGNETIC MATERIAL AF7607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7607+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1993 AF7607_ROD/PIPE-DEPTH: 24.4 meters AF7607 AF7607 HISTORY - Date Condition Report By AF7607 HISTORY - 1991 MONUMENTED KEISCH AF7607 HISTORY - 19930511 GOOD KEISCH AF7607 HISTORY - 20030916 MARK NOT FOUND FL-105 AF7607 AF7607 STATION DESCRIPTION AF7607 AF7607'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7607'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) SOUTH OF LAKE WALES IN AF7607'THE MEDIAN OF U.S.27 NEAR THE SOUTHWEST CORNER OF SECTION 35, AF7607'TOWNSHIP 30 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA. AF7607'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND C.R. 640 AF7607'SOUTH OF LAKE WALES, GO SOUTH ON U.S. 27 FOR 1.2 MI (1.9 KM) TO THE AF7607'INTERSECTION OF U.S. 27 AND PRESIDENTS DRIVE. THE STATION LIES IN THE AF7607'MEDIAN OF U.S. 27 SOUTH OF THE INTERSECTION, 100 FT (30.5 M) SOUTH OF AF7607'THE CROSSOVER, 18.7 FT (5.7 M) EAST OF THE EAST EDGE OF PAVEMENT OF AF7607'THE SOUTBOUND LANE, 7.3 FT (2.2 M) WEST OF THE WEST EDGE OF PAVEMENT AF7607'OF THE NORTHBOUND LANE, AND 122 FT (37.2 M) EAST SOUTHEAST OF A POWER AF7607'POLE (NUMBER 6-85276). ACCESS TO DATUM POINT--THE STATION IS RECESSED AF7607'1.0 FT (0.3 M) BELOW GROUND NSIDE A NGS LOGO CAP WHICH IS MOUNTED ON AF7607'A 5 1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AF7607'REFERENCES-- AF7607'X-CUT, SET IN 2 FOOT MIAMI CURB AND GUTTER, SOUTH 54 DEGREES WEST AT AF7607'37.17 FT (11.33 M). AF7607'X-CUT, SET IN CONCRETE HEADWALL, NORTH 44 DEGREES WEST AT 87.64 FT AF7607'(26.71 M). AF7607'X-CUT, SET IN 2 FOOT MIAMI CURB AND GUTTER, NORTH 30 DEGREES EAST AT AF7607'44.46 FT (13.55 M). AF7607'X-CUT, SET IN CONCRETE HEADWALL, SOUTH 87 DEGREES EAST AT 85.43 FT AF7607'(26.04 M). AF7607'X-CUT, SET IN 2 FOOT MIAMI CURB AND GUTTER, SOUTH 13 DEGREES WEST AT AF7607'31.78 FT (9.69 M). AF7607'SET CARSONITE WITNESS POST, NORTH 23 DEGREES EAST AT 45.33 FT AF7607'(13.82 M). AF7607 AF7607 STATION RECOVERY (1993) AF7607 AF7607'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1993 AF7607'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) SOUTH OF LAKE WALES IN AF7607'THE MEDIAN OF U.S.27 NEAR THE SOUTHWEST CORNER OF SECTION 35, AF7607'TOWNSHIP 30 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA. AF7607'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND C.R. 640 AF7607'SOUTH OF LAKE WALES, GO SOUTH ON U.S. 27 FOR 1.2 MI (1.9 KM) TO THE AF7607'INTERSECTION OF U.S. 27 AND PRESIDENTS DRIVE. THE STATION LIES IN THE AF7607'MEDIAN OF U.S. 27, 100 FT (30.5 M) SOUTH OF THE INTERSECTION, 18.7 FT AF7607'(5.7 M) EAST OF THE EAST EDGE OF PAVEMENT OF THE SOUTHBOUND LANE, 7.3 AF7607'FT (2.2 M) WEST OF THE WEST EDGE OF PAVEMENT OF THE NORTHBOUND LANE, AF7607'AND 122 FT (37.2 M) EAST SOUTHEAST OF A POWER POLE (NUMBER 6-85276). AF7607'ACCESS TO DATUM POINT--THE STATION IS RECESSED 1.0 FT (0.3 M) BELOW AF7607'GROUND NSIDE A NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH DIAMETER AF7607'PVC PIPE SET IN A CONCRETE COLLAR. AF7607'REFERENCES-- AF7607'X-CUT, SET IN 2 FOOT MIAMI CURB AND GUTTER, SOUTH 54 DEGREES WEST AT AF7607'37.17 FT (11.33 M). AF7607'X-CUT, SET IN CONCRETE HEADWALL, NORTH 44 DEGREES WEST AT 87.64 FT AF7607'(26.71 M). AF7607'X-CUT, SET IN 2 FOOT MIAMI CURB AND GUTTER, NORTH 30 DEGREES EAST AT AF7607'44.46 FT (13.55 M). AF7607'X-CUT, SET IN CONCRETE HEADWALL, SOUTH 87 DEGREES EAST AT 85.43 FT AF7607'(26.04 M). AF7607'X-CUT, SET IN 2 FOOT MIAMI CURB AND GUTTER, SOUTH 13 DEGREES WEST AT AF7607'31.78 FT (9.69 M). AF7607'SET CARSONITE WITNESS POST, NORTH 23 DEGREES EAST AT 45.33 FT AF7607'(13.82 M). AF7607 AF7607 STATION RECOVERY (2003) AF7607 AF7607'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7607'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF7607'DEPARTMENT. NEW TURN LANE ADDED. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7610 *********************************************************************** AF7610 DESIGNATION - K072 AF7610 PID - AF7610 AF7610 STATE/COUNTY- FL/POLK AF7610 USGS QUAD - LAKE WALES (1993) AF7610 AF7610 *CURRENT SURVEY CONTROL AF7610 ___________________________________________________________________ AF7610* NAD 83(1999)- 27 54 50.51227(N) 081 33 43.86627(W) ADJUSTED AF7610* NAVD 88 - 53.1 (meters) 174. (feet) VERTCON AF7610 ___________________________________________________________________ AF7610 X - 827,621.296 (meters) COMP AF7610 Y - -5,579,158.294 (meters) COMP AF7610 Z - 2,968,102.504 (meters) COMP AF7610 LAPLACE CORR- -3.10 (seconds) DEFLEC99 AF7610 ELLIP HEIGHT- 26.45 (meters) (07/06/01) GPS OBS AF7610 GEOID HEIGHT- -26.62 (meters) GEOID99 AF7610 AF7610 HORZ ORDER - SECOND AF7610 ELLP ORDER - FOURTH CLASS II AF7610 AF7610.The horizontal coordinates were established by GPS observations AF7610.and adjusted by the National Geodetic Survey in July 2001. AF7610 AF7610.The NAVD 88 height was computed by applying the VERTCON shift value to AF7610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7610 AF7610.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7610 AF7610.The Laplace correction was computed from DEFLEC99 derived deflections. AF7610 AF7610.The ellipsoidal height was determined by GPS observations AF7610.and is referenced to NAD 83. AF7610 AF7610.The geoid height was determined by GEOID99. AF7610 AF7610; North East Units Scale Converg. AF7610;SPC FL W - 396,759.673 243,096.125 MT 0.99996409 +0 12 17.9 AF7610;UTM 17 - 3,087,806.281 444,680.237 MT 0.99963777 -0 15 47.5 AF7610 AF7610 SUPERSEDED SURVEY CONTROL AF7610 AF7610 NAD 83(1990)- 27 54 50.51333(N) 081 33 43.86721(W) AD( ) 2 AF7610 ELLIP H (12/04/92) 26.46 (m) GP( ) 3 2 AF7610 NGVD 29 (12/04/92) 53.4 (m) 175. (f) GPS OBS AF7610 AF7610.Superseded values are not recommended for survey control. AF7610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7610.See file dsdata.txt to determine how the superseded data were derived. AF7610 AF7610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4468087806(NAD 83) AF7610_MARKER: I = METAL ROD AF7610_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7610_STAMPING: K072 1991 AF7610_MARK LOGO: NGS AF7610_PROJECTION: RECESSED 13 CENTIMETERS AF7610_MAGNETIC: N = NO MAGNETIC MATERIAL AF7610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7610+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2003 AF7610_ROD/PIPE-DEPTH: 30.5 meters AF7610 AF7610 HISTORY - Date Condition Report By AF7610 HISTORY - 1991 MONUMENTED KEISCH AF7610 HISTORY - 19970210 GOOD USPSQD AF7610 HISTORY - 20030918 GOOD FL-105 AF7610 AF7610 STATION DESCRIPTION AF7610 AF7610'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7610'THE STATION IS LOCATED IN LAKE WALES IN THE NORTH RIGHT-OF-WAY OF C.R. AF7610'17A (BURNS AVENUE) NEAR THE SOUTHWEST CORNER OF SECTION 31, TOWNSHIP AF7610'29 SOUTH, RANGE 28 EAST, POLK COUNTY, FLORIDA. AF7610'TO REACH THE STATION FROM THE INTERSECTION OF C.R. 17A AND S.R. 17 IN AF7610'LAKE WALES, GO EAST ON C.R. 17A FOR 1.6 MI (2.6 KM) TO THE STATION IN AF7610'THE NORTH RIGHT-OF-WAY. THE STATION IS 4.8 FT (1.5 M) NORTH OF THE AF7610'NORTH EDGE OF PAVEMENT, 0.3 FT (0.1 M) SOUTH OF THE SOUTH EDGE OF THE AF7610'SIDEWALK, 7.6 FT (2.3 M) SOUTHEAST OF A CONCRETE POLE, AND 100 FT AF7610'(30.5 M) WEST OF A POWER POLE (NUMBER 6-73016). ACCESS TO DATUM AF7610'POINT--THE STATION IS RECESSED 0.4 FT (0.1 M) BELOW GROUND INSIDE A AF7610'NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET AF7610'IN A CONCRETE COLLAR. AF7610'REFERENCES-- AF7610'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 72 AF7610'DEGREES WEST AT 14.88 FT (4.54 M). AF7610'14 INCH BY 14 INCH CONCRETE POLE, NORTH 49 DEGREES WEST AT 7.56 FT AF7610'(2.30 M). AF7610'KEITH AND SCHNARS REFERENCE CAP, SET 5/8 INCH IRON ROD, NORTH 57 AF7610'DEGREES EAST AT 10.78 FT (3.29 M). AF7610'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 72 AF7610'DEGREES EAST AT 15.23 FT (4.64 M). AF7610'SET CARSONITE WITNESS POST, NORTH AT 23.74 FT (7.24 M). AF7610 AF7610 STATION RECOVERY (1997) AF7610 AF7610'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7610'RECOVERED IN GOOD CONDITION. AF7610 AF7610 STATION RECOVERY (2003) AF7610 AF7610'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7610'RECOVEREWD AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7610'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7611 *********************************************************************** AF7611 DESIGNATION - K073 AF7611 PID - AF7611 AF7611 STATE/COUNTY- FL/POLK AF7611 USGS QUAD - LAKE WALES (1993) AF7611 AF7611 *CURRENT SURVEY CONTROL AF7611 ___________________________________________________________________ AF7611* NAD 83(1999)- 27 54 50.74801(N) 081 33 14.71109(W) ADJUSTED AF7611* NAVD 88 - 40.3 (meters) 132. (feet) VERTCON AF7611 ___________________________________________________________________ AF7611 X - 828,407.732 (meters) COMP AF7611 Y - -5,579,026.707 (meters) COMP AF7611 Z - 2,968,102.924 (meters) COMP AF7611 LAPLACE CORR- -3.14 (seconds) DEFLEC99 AF7611 ELLIP HEIGHT- 13.65 (meters) (07/06/01) GPS OBS AF7611 GEOID HEIGHT- -26.65 (meters) GEOID99 AF7611 AF7611 HORZ ORDER - SECOND AF7611 ELLP ORDER - FOURTH CLASS II AF7611 AF7611.The horizontal coordinates were established by GPS observations AF7611.and adjusted by the National Geodetic Survey in July 2001. AF7611 AF7611.The NAVD 88 height was computed by applying the VERTCON shift value to AF7611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7611 AF7611.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7611 AF7611.The Laplace correction was computed from DEFLEC99 derived deflections. AF7611 AF7611.The ellipsoidal height was determined by GPS observations AF7611.and is referenced to NAD 83. AF7611 AF7611.The geoid height was determined by GEOID99. AF7611 AF7611; North East Units Scale Converg. AF7611;SPC FL W - 396,769.808 243,893.295 MT 0.99996495 +0 12 31.5 AF7611;UTM 17 - 3,087,809.901 445,477.203 MT 0.99963669 -0 15 33.8 AF7611 AF7611 SUPERSEDED SURVEY CONTROL AF7611 AF7611 NAD 83(1990)- 27 54 50.74918(N) 081 33 14.71209(W) AD( ) 2 AF7611 ELLIP H (12/04/92) 13.65 (m) GP( ) 3 2 AF7611 NGVD 29 (12/04/92) 40.6 (m) 133. (f) GPS OBS AF7611 AF7611.Superseded values are not recommended for survey control. AF7611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7611.See file dsdata.txt to determine how the superseded data were derived. AF7611 AF7611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4547787810(NAD 83) AF7611_MARKER: I = METAL ROD AF7611_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7611_STAMPING: K073 1991 AF7611_MARK LOGO: NGS AF7611_PROJECTION: RECESSED 22 CENTIMETERS AF7611_MAGNETIC: N = NO MAGNETIC MATERIAL AF7611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7611+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2003 AF7611_ROD/PIPE-DEPTH: 24.4 meters AF7611 AF7611 HISTORY - Date Condition Report By AF7611 HISTORY - 1991 MONUMENTED KEISCH AF7611 HISTORY - 19970210 GOOD USPSQD AF7611 HISTORY - 20030918 GOOD FL-105 AF7611 AF7611 STATION DESCRIPTION AF7611 AF7611'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7611'THE STATION IS LOCATED IN LAKE WALES IN THE NORTH RIGHT-OF-WAY OF C.R. AF7611'17A (BURNS AVENUE) NEAR THE SOUTHWEST CORNER OF SECTION 31, TOWNSHIP AF7611'29 SOUTH, RANGE 28 EAST, POLK COUNTY, FLORIDA. AF7611'TO REACH THE STATION FROM THE INTERSECTION OF C.R. 17A AND S.R. 17 IN AF7611'LAKE WALES, GO EAST ON C.R. 17A FOR 2.1 MI (3.4 KM) TO THE AF7611'INTERSECTION OF C.R. 17A AND BUCK MOORE ROAD. THE STATION IS IN THE AF7611'NORTHWEST CORNER OF THE INTERSECTION, 28 FT (8.5 M) NORTH OF THE AF7611'NORTH EDGE OF PAVEMENT OF C.R. 17A, 88.6 FT (27.0 M) WEST OF THE WEST AF7611'EDGE OF PAVEMENT OF BUCK MOORE ROAD, 3 FT (0.9 M) SOUTH OF A BARBWIRE AF7611'FENCE, 29.6 FT (9.0 M) EAST OF A PAIR OF F.D.O.T. RIGHT-OF-WAY AF7611'MONUMENTS, AND 55 FT (16.8 M) EAST OF A POWER POLE (NUMBER 6-73029). AF7611'ACCESS TO DATUM POINT--THE STATION IS RECESSED 0.7 FT (0.2 M) BELOW AF7611'GROUND INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH AF7611'DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AF7611'REFERENCES-- AF7611'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 6-80847), AF7611'SOUTH 1 DEGREE WEST AT 72.05 FT (21.96 M). AF7611'FOUND 6 INCH BY 6 INCH F.D.O.T. CONCRETE MONUMENT, SOUTH 81 DEEGREES AF7611'WEST AT 29.61 FT (9.03 M). AF7611'FOUND 6 INCH BY 6 INCH F.D.O.T. CONCRETE MONUMENT, NORTH 86 DEGREES AF7611'WEST AT 29.64 FT (9.03 M). AF7611'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 INCH IRON ROD, SOUTH 87 AF7611'DEGREES EAST AT 52.36 FT (15.96 M). AF7611'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 45 AF7611'DEGREES EAST AT 41.74 FT (12.72 M). AF7611'SET CARSONITE WITNESS POST, NORTH AT 3.08 FT (0.94 M). AF7611 AF7611 STATION RECOVERY (1997) AF7611 AF7611'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7611'RECOVERED IN GOOD CONDITION. AF7611 AF7611 STATION RECOVERY (2003) AF7611 AF7611'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7611'RECOVEREWD AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7611'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7613 *********************************************************************** AF7613 DESIGNATION - K074 AF7613 PID - AF7613 AF7613 STATE/COUNTY- FL/POLK AF7613 USGS QUAD - LAKE WALES (1993) AF7613 AF7613 *CURRENT SURVEY CONTROL AF7613 ___________________________________________________________________ AF7613* NAD 83(1999)- 27 59 50.45003(N) 081 34 29.53278(W) ADJUSTED AF7613* NAVD 88 - 47.7 (meters) 156. (feet) VERTCON AF7613 ___________________________________________________________________ AF7613 X - 825,751.162 (meters) COMP AF7613 Y - -5,575,054.851 (meters) COMP AF7613 Z - 2,976,255.480 (meters) COMP AF7613 LAPLACE CORR- -2.92 (seconds) DEFLEC99 AF7613 ELLIP HEIGHT- 20.82 (meters) (07/06/01) GPS OBS AF7613 GEOID HEIGHT- -26.85 (meters) GEOID99 AF7613 AF7613 HORZ ORDER - SECOND AF7613 ELLP ORDER - FOURTH CLASS II AF7613 AF7613.The horizontal coordinates were established by GPS observations AF7613.and adjusted by the National Geodetic Survey in July 2001. AF7613 AF7613.The NAVD 88 height was computed by applying the VERTCON shift value to AF7613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7613 AF7613.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7613 AF7613.The Laplace correction was computed from DEFLEC99 derived deflections. AF7613 AF7613.The ellipsoidal height was determined by GPS observations AF7613.and is referenced to NAD 83. AF7613 AF7613.The geoid height was determined by GEOID99. AF7613 AF7613; North East Units Scale Converg. AF7613;SPC FL W - 405,987.850 241,815.340 MT 0.99996275 +0 11 58.5 AF7613;UTM 17 - 3,097,041.627 443,475.391 MT 0.99963943 -0 16 11.5 AF7613 AF7613 SUPERSEDED SURVEY CONTROL AF7613 AF7613 NAD 83(1990)- 27 59 50.45031(N) 081 34 29.53330(W) AD( ) 2 AF7613 ELLIP H (12/04/92) 20.83 (m) GP( ) 3 2 AF7613 NGVD 29 (12/04/92) 48.0 (m) 157. (f) GPS OBS AF7613 AF7613.Superseded values are not recommended for survey control. AF7613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7613.See file dsdata.txt to determine how the superseded data were derived. AF7613 AF7613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4347597042(NAD 83) AF7613_MARKER: I = METAL ROD AF7613_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7613_STAMPING: K074 1991 AF7613_MARK LOGO: NGS AF7613_PROJECTION: RECESSED 30 CENTIMETERS AF7613_MAGNETIC: N = NO MAGNETIC MATERIAL AF7613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7613+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2003 AF7613_ROD/PIPE-DEPTH: 15.2 meters AF7613 AF7613 HISTORY - Date Condition Report By AF7613 HISTORY - 1991 MONUMENTED KEISCH AF7613 HISTORY - 19930511 GOOD KEISCH AF7613 HISTORY - 20030205 GOOD USPSQD AF7613 HISTORY - 20030916 GOOD FL-105 AF7613 AF7613 STATION DESCRIPTION AF7613 AF7613'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7613'THE STATION IS LOCATED ABOUT 2.3 MI (3.7 KM) SOUTHEAST OF DUNDEE IN AF7613'THE SOUTH RIGHT-OF-WAY OF CANAL ROAD NEAR THE NORTHWEST CORNER OF AF7613'SECTION 6, TOWNSHIP 29 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA. AF7613'TO REACH THE STATION FROM THE INTERSECTION OF C.R. 17 (S.R. 27A) AND AF7613'C.R.542 IN DUNDEE, GO EAST ON C.R. 17 FOR 3.6 MI (5.8 KM) TO THE AF7613'INTERSECTION OF C.R. 17 AND TINDEL CAMP ROAD. TURN LEFT AND GO EAST AF7613'ON TINDEL CAMP ROAD 1.0 MI (1.6 KM) TO THE INTERSECTION OF TINDEL AF7613'CAMP ROAD AND LAKE MABLE LOOP ROAD. TURN LEFT AND GO NORTH ON LAKE AF7613'MABLE ROAD 1.0 MI (1.6 KM) TO THE INTERSECTION OF LAKE MABLE LOOP AF7613'ROAD AND CANAL ROAD. TURN RIGHT AND GO EAST ON CANAL ROAD 0.2 MI AF7613'(0.3 KM) TO THE STATION IN THE SOUTH RIGHT-OF-WAY. THE STATION LIES 7 AF7613'FT (2.1 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT, 145 FT (44.2 M) EAST AF7613'OF A POWER POLE (NUMBER 34) ON THE SOUTH SIDE OF THE ROAD, AND 114 FT AF7613'(34.7 M) EAST SOUTHEAST OF A POWER POLE (NUMBER 6-21916) ON THE NORTH AF7613'SIDE OF THE ROAD. ACCESS TO DATUM POINT--THE STATION IS RECESSED 1.0 AF7613'FT (0.3 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON A AF7613'5 1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AF7613'REFERENCES-- AF7613'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 34), SOUTH AF7613'85 DEGREES WEST AT 145.09 FT (44.22 M). AF7613'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 52 AF7613'DEGREES WEST AT 11.82 FT (3.60 M). AF7613'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 46 AF7613'DEGREES EAST AT 11.10 FT (3.38 M). AF7613'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NO NUMBER), SOUTH AF7613'85 DEGREES EAST AT 138.02 FT (42.07 M). AF7613'SET CARSONITE WITNESS POST, SOUTH 2 DEGRESS EAST AT 10.72 FT (3.27 M) AF7613 AF7613 STATION RECOVERY (1993) AF7613 AF7613'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1993 AF7613'THE STATION IS LOCATED ABOUT 2.3 MI (3.7 KM) SOUTHEAST OF DUNDEE IN AF7613'THE SOUTH RIGHT-OF-WAY OF CANAL ROAD IN SECTION 1, TOWNSHIP 29 SOUTH, AF7613'RANGE 27 EAST, POLK COUNTY, FLORIDA. AF7613'TO REACH THE STATION FROM THE INTERSECTION OF C.R. 17 (S.R. 27A) AND AF7613'C.R.542 IN DUNDEE, GO EAST ON C.R. 17 FOR 3.6 MI (5.8 KM) TO THE AF7613'INTERSECTION OF C.R. 17 AND TINDEL CAMP ROAD. TURN LEFT AND GO EAST AF7613'ON TINDEL CAMP ROAD 1.0 MI (1.6 KM) TO THE INTERSECTION OF TINDEL AF7613'CAMP ROAD AND LAKE MABLE LOOP ROAD. TURN LEFT AND GO NORTH ON LAKE AF7613'MABLE ROAD 1.0 MI (1.6 KM) TO THE INTERSECTION OF LAKE MABLE LOOP AF7613'ROAD AND CANAL ROAD. TURN RIGHT AND GO EAST ON CANAL ROAD 0.2 MI AF7613'(0.3 KM) TO THE STATION IN THE SOUTH RIGHT-OF-WAY. THE STATION LIES 7 AF7613'FT (2.1 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT, 145 FT (44.2 M) EAST AF7613'OF A POWER POLE (NUMBER 34) ON THE SOUTH SIDE OF THE ROAD, AND 114 FT AF7613'(34.7 M) EAST SOUTHEAST OF A POWER POLE (NUMBER 6-21916) ON THE NORTH AF7613'SIDE OF THE ROAD. ACCESS TO DATUM POINT--THE STATION IS RECESSED 1.0 AF7613'FT (0.3 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON A AF7613'5 1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AF7613'REFERENCES-- AF7613'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 34), SOUTH AF7613'85 DEGREES WEST AT 145.09 FT (44.22 M). AF7613'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 52 AF7613'DEGREES WEST AT 11.82 FT (3.60 M). AF7613'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 46 AF7613'DEGREES EAST AT 11.10 FT (3.38 M). AF7613'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NO NUMBER), SOUTH AF7613'85 DEGREES EAST AT 138.02 FT (42.07 M). AF7613'SET CARSONITE WITNESS POST, SOUTH 2 DEGRESS EAST AT 10.72 FT (3.27 M) AF7613'. AF7613 AF7613 STATION RECOVERY (2003) AF7613 AF7613'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA) AF7613'RECOVERED IN GOOD CONDITION. AF7613 AF7613 STATION RECOVERY (2003) AF7613 AF7613'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7613'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7613'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7614 *********************************************************************** AF7614 DESIGNATION - K075 AF7614 PID - AF7614 AF7614 STATE/COUNTY- FL/POLK AF7614 USGS QUAD - LAKE WALES (1993) AF7614 AF7614 *CURRENT SURVEY CONTROL AF7614 ___________________________________________________________________ AF7614* NAD 83(1999)- 27 59 50.51195(N) 081 34 05.65827(W) ADJUSTED AF7614* NAVD 88 - 36.4 (meters) 119. (feet) VERTCON AF7614 ___________________________________________________________________ AF7614 X - 826,394.858 (meters) COMP AF7614 Y - -5,574,948.490 (meters) COMP AF7614 Z - 2,976,251.863 (meters) COMP AF7614 LAPLACE CORR- -2.93 (seconds) DEFLEC99 AF7614 ELLIP HEIGHT- 9.53 (meters) (07/06/01) GPS OBS AF7614 GEOID HEIGHT- -26.86 (meters) GEOID99 AF7614 AF7614 HORZ ORDER - SECOND AF7614 ELLP ORDER - FOURTH CLASS II AF7614 AF7614.The horizontal coordinates were established by GPS observations AF7614.and adjusted by the National Geodetic Survey in July 2001. AF7614 AF7614.The NAVD 88 height was computed by applying the VERTCON shift value to AF7614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7614 AF7614.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7614 AF7614.The Laplace correction was computed from DEFLEC99 derived deflections. AF7614 AF7614.The ellipsoidal height was determined by GPS observations AF7614.and is referenced to NAD 83. AF7614 AF7614.The geoid height was determined by GEOID99. AF7614 AF7614; North East Units Scale Converg. AF7614;SPC FL W - 405,992.046 242,467.638 MT 0.99996343 +0 12 09.7 AF7614;UTM 17 - 3,097,040.479 444,127.491 MT 0.99963853 -0 16 00.3 AF7614 AF7614 SUPERSEDED SURVEY CONTROL AF7614 AF7614 NAD 83(1990)- 27 59 50.51217(N) 081 34 05.65878(W) AD( ) 2 AF7614 ELLIP H (12/04/92) 9.54 (m) GP( ) 3 2 AF7614 NGVD 29 (12/04/92) 36.7 (m) 120. (f) GPS OBS AF7614 AF7614.Superseded values are not recommended for survey control. AF7614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7614.See file dsdata.txt to determine how the superseded data were derived. AF7614 AF7614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4412797040(NAD 83) AF7614_MARKER: I = METAL ROD AF7614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7614_STAMPING: K075 1991 AF7614_MARK LOGO: NGS AF7614_PROJECTION: RECESSED 30 CENTIMETERS AF7614_MAGNETIC: N = NO MAGNETIC MATERIAL AF7614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7614+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2003 AF7614_ROD/PIPE-DEPTH: 9.1 meters AF7614 AF7614 HISTORY - Date Condition Report By AF7614 HISTORY - 1991 MONUMENTED KEISCH AF7614 HISTORY - 19970210 GOOD USPSQD AF7614 HISTORY - 20030205 GOOD USPSQD AF7614 HISTORY - 20030916 GOOD FL-105 AF7614 AF7614 STATION DESCRIPTION AF7614 AF7614'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7614'THE STATION IS LOCATED ABOUT 2.7 MI (4.3 KM) SOUTHEAST OF DUNDEE IN AF7614'THE SOUTH RIGHT-OF-WAY OF CANAL ROAD NEAR THE NORTHEAST CORNER OF AF7614'SECTION 1, TOWNSHIP 29 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA. AF7614'TO REACH THE STATION FROM THE INTERSECTION OF C.R. 17 (S.R. 27A) AND AF7614'C.R.542 IN DUNDEE, GO EAST ON C.R. 17 FOR 3.6 MI (5.8 KM) TO THE AF7614'INTERSECTION OF C.R. 17 AND TINDEL CAMP ROAD. TURN LEFT AND GO EAST AF7614'ON TINDEL CAMP ROAD 1.0 MI (1.6 KM) TO THE INTERSECTION OF TINDEL AF7614'CAMP ROAD AND LAKE MABLE LOOP ROAD. TURN LEFT AND GO NORTH ON LAKE AF7614'MABLE ROAD 1.0 MI (1.6 KM) TO THE INTERSECTION OF LAKE MABLE LOOP AF7614'ROAD AND CANAL ROAD. TURN RIGHT AND GO EAST ON CANAL ROAD 0.6 MI AF7614'(1.0 KM) TO THE STATION IN THE SOUTH RIGHT-OF-WAY. THE STATION LIES AF7614'23 FT (7.0 M) NORTHWEST FROM A POWER POLE (NO NUMBER) ON THE AF7614'SOUTHSIDE OF THE ROAD, 40 FT (12.2 M) SOUTH SOUTHWEST OF A POWER POLE AF7614'(NUMBER 6-21923) ON THE NORTH SIDE OF THE ROAD, AND 6 FT (1.8 M) AF7614'SOUTH OF THE SOUTH EDGE OF PAVEMENT. ACCESS TO DATUM POINT--THE AF7614'STATION IS RECESSED 1.0 FT (0.3 M) BELOW GROUND INSIDE A NGS LOGO CAP AF7614'WHICH IS MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE AF7614'COLLLAR. AF7614'REFERENCES-- AF7614'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 73 AF7614'DEGREES WEST AT 24.31 FT (7.41 M) , AF7614'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 6-21923), AF7614'NORTH 16 DEGREES WEST AT 40.41 FT (12.32 M). AF7614'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 75 AF7614'DEGREES EAST AT 30.08 FT (9.17 M). AF7614'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NO NUMBER), SOUTH AF7614'46 DEGREES EAST AT 23.38 FT (7.13 M). AF7614'SET CARSONITE WITNESS POST, SOUTH 24 DEGREES WEST AT 26.88 FT AF7614'(8.19 M). AF7614 AF7614 STATION RECOVERY (1997) AF7614 AF7614'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7614'RECOVERED IN GOOD CONDITION. AF7614 AF7614 STATION RECOVERY (2003) AF7614 AF7614'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA) AF7614'RECOVERED IN GOOD CONDITION. AF7614 AF7614 STATION RECOVERY (2003) AF7614 AF7614'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7614'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7614'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK7106 *********************************************************************** AK7106 DESIGNATION - K076 AK7106 PID - AK7106 AK7106 STATE/COUNTY- FL/POLK AK7106 USGS QUAD - DUNDEE (1987) AK7106 AK7106 *CURRENT SURVEY CONTROL AK7106 ___________________________________________________________________ AK7106* NAD 83(1999)- 28 04 38.69458(N) 081 34 11.34615(W) ADJUSTED AK7106* NAVD 88 - 36.5 (meters) 120. (feet) VERTCON AK7106 ___________________________________________________________________ AK7106 X - 825,629.779 (meters) COMP AK7106 Y - -5,570,846.286 (meters) COMP AK7106 Z - 2,984,081.907 (meters) COMP AK7106 LAPLACE CORR- -2.57 (seconds) DEFLEC99 AK7106 ELLIP HEIGHT- 9.37 (meters) (07/06/01) GPS OBS AK7106 GEOID HEIGHT- -27.11 (meters) GEOID99 AK7106 AK7106 HORZ ORDER - SECOND AK7106 ELLP ORDER - FOURTH CLASS II AK7106 AK7106.The horizontal coordinates were established by GPS observations AK7106.and adjusted by the National Geodetic Survey in July 2001. AK7106 AK7106.The NAVD 88 height was computed by applying the VERTCON shift value to AK7106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AK7106 AK7106.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7106 AK7106.The Laplace correction was computed from DEFLEC99 derived deflections. AK7106 AK7106.The ellipsoidal height was determined by GPS observations AK7106.and is referenced to NAD 83. AK7106 AK7106.The geoid height was determined by GEOID99. AK7106 AK7106; North East Units Scale Converg. AK7106;SPC FL W - 414,862.342 242,280.925 MT 0.99996323 +0 12 08.9 AK7106;UTM 17 - 3,105,909.128 444,013.593 MT 0.99963869 -0 16 05.5 AK7106 AK7106 SUPERSEDED SURVEY CONTROL AK7106 AK7106 NAD 83(1990)- 28 04 38.69393(N) 081 34 11.34616(W) AD( ) 2 AK7106 ELLIP H (12/04/92) 9.40 (m) GP( ) 3 2 AK7106 NGVD 29 (12/04/92) 36.8 (m) 121. (f) GPS OBS AK7106 AK7106.Superseded values are not recommended for survey control. AK7106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7106.See file dsdata.txt to determine how the superseded data were derived. AK7106 AK7106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4401405909(NAD 83) AK7106_MARKER: I = METAL ROD AK7106_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK7106_STAMPING: K076 1991 AK7106_MARK LOGO: NGS AK7106_PROJECTION: RECESSED 46 CENTIMETERS AK7106_MAGNETIC: N = NO MAGNETIC MATERIAL AK7106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK7106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7106+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2003 AK7106_ROD/PIPE-DEPTH: 11.6 meters AK7106 AK7106 HISTORY - Date Condition Report By AK7106 HISTORY - 1991 MONUMENTED KEISCH AK7106 HISTORY - 19930511 GOOD KEISCH AK7106 HISTORY - 20030911 GOOD FL-105 AK7106 AK7106 STATION DESCRIPTION AK7106 AK7106'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AK7106'THE STATION IS LOCATED ABOUT 2.4 MI (3.9 KM) SOUTHEAST OF HAINES CITY AK7106'IN THE NORTH RIGHT-OF-WAY OF C.R. 544 IN SECTION 1, TOWNSHIP 28 AK7106'SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA. AK7106'TO REACH THE STATION FROM THE INTERSECTION OF C.R. 17 (S.R. 27A) AND AK7106'C.R. 544 SOUTH OF HAINES CITY, GO EAST ON C.R. 544 FOR 3.3 MI AK7106'(5.3 KM) TO THE STATION IN THE NORTH RIGHT-OF-WAY. THE STATION LIES AK7106'20 FT (6.1 M) NORTH OF THE NORTH EDGE OF PAVEMENT, 34 FT (10.4 M) AK7106'SOUTH OF THE ORANGE GROOVE, AND 111 FT (33.8 M) NORTHWEST OF A POWER AK7106'POLE (NUMBER 6-43053). ACCESS TO DATUM POINT--THE STATION IS RECESSED AK7106'1.5 FT (0.5 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON AK7106'A 5 1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AK7106'REFERENCES-- AK7106'KEITH AND SCHNARS NAIL AND DISC, SET IN EDGE OF PAVEMENT, SOUTH 31 AK7106'DEGREES WEST AT 24.11 FT (7.35 M). AK7106'KEITH AND SCHNARS REFERENCE CAP, SET OF 5/8 INCH IRON ROD, NORTH 70 AK7106'DEGREES WEST AT 12.58 FT (3.83 M). AK7106'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 INCH IRON ROD, NORTH 68 AK7106'DEGREES EAST AT AT 10.76 FT (3.28 M). AK7106'KEITH AND SCHNARS REFERENCE CAP, SET IN POWER POLE (NUMBER 6-43053), AK7106'SOUTH 49 DEGREES EAST AT 110.53 FT (33.69 M). AK7106'SET CARSONITE WITNESS POST, NORTH 1 DEGREES EAST AT 2.24 FT (0.68 M). AK7106 AK7106 STATION RECOVERY (1993) AK7106 AK7106'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1993 AK7106'THE STATION IS LOCATED ABOUT 2.4 MI (3.9 KM) SOUTHEAST OF HAINES CITY AK7106'IN THE NORTH RIGHT-OF-WAY OF C.R. 544 IN SECTION 1, TOWNSHIP 28 AK7106'SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA. AK7106'TO REACH THE STATION FROM THE INTERSECTION OF C.R. 17 (S.R. 27A) AND AK7106'C.R. 544 SOUTH OF HAINES CITY, GO EAST ON C.R. 544 FOR 3.3 MI AK7106'(5.3 KM) TO THE STATION IN THE NORTH RIGHT-OF-WAY. THE STATION LIES AK7106'20 FT (6.1 M) NORTH OF THE NORTH EDGE OF PAVEMENT, 34 FT (10.4 M) AK7106'SOUTH OF THE ORANGE GROOVE, AND 111 FT (33.8 M) NORTHWEST OF A POWER AK7106'POLE (NUMBER 6-43053). ACCESS TO DATUM POINT--THE STATION IS RECESSED AK7106'1.5 FT (0.5 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON AK7106'A 5 1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AK7106'REFERENCES-- AK7106'KEITH AND SCHNARS NAIL AND DISC, SET IN EDGE OF PAVEMENT, SOUTH 31 AK7106'DEGREES WEST AT 24.11 FT (7.35 M). AK7106'KEITH AND SCHNARS REFERENCE CAP, SET OF 5/8 INCH IRON ROD, NORTH 70 AK7106'DEGREES WEST AT 12.58 FT (3.83 M). AK7106'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 INCH IRON ROD, NORTH 68 AK7106'DEGREES EAST AT AT 10.76 FT (3.28 M). AK7106'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 6-43053), AK7106'SOUTH 49 DEGREES EAST AT 110.53 FT (33.69 M). AK7106'SET CARSONITE WITNESS POST, NORTH 1 DEGREES EAST AT 2.24 FT (0.68 M). AK7106 AK7106 STATION RECOVERY (2003) AK7106 AK7106'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK7106'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AK7106'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK7107 *********************************************************************** AK7107 DESIGNATION - K077 AK7107 PID - AK7107 AK7107 STATE/COUNTY- FL/POLK AK7107 USGS QUAD - DUNDEE (1987) AK7107 AK7107 *CURRENT SURVEY CONTROL AK7107 ___________________________________________________________________ AK7107* NAD 83(1999)- 28 04 38.29540(N) 081 33 46.02352(W) ADJUSTED AK7107* NAVD 88 - 28.3 (meters) 93. (feet) VERTCON AK7107 ___________________________________________________________________ AK7107 X - 826,313.472 (meters) COMP AK7107 Y - -5,570,743.396 (meters) COMP AK7107 Z - 2,984,067.178 (meters) COMP AK7107 LAPLACE CORR- -2.57 (seconds) DEFLEC99 AK7107 ELLIP HEIGHT- 1.11 (meters) (07/06/01) GPS OBS AK7107 GEOID HEIGHT- -27.12 (meters) GEOID99 AK7107 AK7107 HORZ ORDER - SECOND AK7107 ELLP ORDER - FOURTH CLASS II AK7107 AK7107.The horizontal coordinates were established by GPS observations AK7107.and adjusted by the National Geodetic Survey in July 2001. AK7107 AK7107.The NAVD 88 height was computed by applying the VERTCON shift value to AK7107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AK7107 AK7107.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7107 AK7107.The Laplace correction was computed from DEFLEC99 derived deflections. AK7107 AK7107.The ellipsoidal height was determined by GPS observations AK7107.and is referenced to NAD 83. AK7107 AK7107.The geoid height was determined by GEOID99. AK7107 AK7107; North East Units Scale Converg. AK7107;SPC FL W - 414,852.518 242,972.328 MT 0.99996396 +0 12 20.8 AK7107;UTM 17 - 3,105,893.629 444,704.667 MT 0.99963774 -0 15 53.6 AK7107 AK7107 SUPERSEDED SURVEY CONTROL AK7107 AK7107 NAD 83(1990)- 28 04 38.29497(N) 081 33 46.02368(W) AD( ) 2 AK7107 ELLIP H (12/04/92) 1.13 (m) GP( ) 3 2 AK7107 NGVD 29 (12/04/92) 28.5 (m) 94. (f) GPS OBS AK7107 AK7107.Superseded values are not recommended for survey control. AK7107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7107.See file dsdata.txt to determine how the superseded data were derived. AK7107 AK7107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4470505894(NAD 83) AK7107_MARKER: I = METAL ROD AK7107_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK7107_STAMPING: K077 1991 AK7107_MARK LOGO: NGS AK7107_PROJECTION: RECESSED 40 CENTIMETERS AK7107_MAGNETIC: N = NO MAGNETIC MATERIAL AK7107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK7107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7107+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2003 AK7107_ROD/PIPE-DEPTH: 15.2 meters AK7107 AK7107 HISTORY - Date Condition Report By AK7107 HISTORY - 1991 MONUMENTED KEISCH AK7107 HISTORY - 20030911 GOOD FL-105 AK7107 AK7107 STATION DESCRIPTION AK7107 AK7107'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AK7107'THE STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) SOUTHEAST OF HAINES CITY AK7107'IN THE SOUTH RIGHT-OF-WAY OF C.R. 544 NEAR IN SECTION 1, TOWNSHIP 28 AK7107'SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA. AK7107'TO REACH THE STATION FROM THE INTERSECTION OF C.R. 17 (S.R. 27A) AND AK7107'C.R. 544 SOUTH OF HAINES CITY, GO EAST ON C.R. 544 FOR 3.8 MI AK7107'(6.1 KM) TO THE STATION IN THE SOUTH RIGHT-OF-WAY. THE STATION LIES AK7107'71.1 FT (21.7 M) SOUTHWEST OF A 6 FOOT PAINTED CROSS AERIAL TARGET, AK7107'10.2 FT (3.1 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT, 83 FT (25.3 M) AK7107'WEST OF A POWER POLE (NUMBER 6 34531 800 81), AND 130 FT (39.6 M) WEST AK7107'OF THE CENTERLINE OF A PRIVATE DRIVE. ACCESS TO DATUM POINT--THE AK7107'STATION IS RECESSED 1.3 FT (0.4 M) BELOW GROUND INSIDE A NGS LOGO CAP AK7107'WHICH IS MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE AK7107'COLLAR. AK7107'REFERENCES-- AK7107'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER K 12436 AK7107'43062 134064 046094), SOUTH 85 DEGREES WEST AT 141.11 FT (43.01 M). AK7107'KEITH AND SCNHARS NAIL AND DISC, SET IN EDGE OF PAVEMENT, NORTH 38 AK7107'DEGREES WEST AT 13.67 FT (4.17 M). AK7107'KEITH AND SCHNARS NAIL AND DISC, SET IN EDGE OF PAVEMENT, NORTH 40 AK7107'DEGREES EAST AT 14.21 FT (4.33 M). AK7107'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER AK7107'6-34531-800-81) SOUTH 73 DEGREES EAST AT 83.14 FT (25.34 M). AK7107'SET CARSONITE WITNESS POST, SOUTH 3 DEGREES EAST AT 11.86 FT (3.61 M) AK7107 AK7107 STATION RECOVERY (2003) AK7107 AK7107'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK7107'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AK7107'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK7108 *********************************************************************** AK7108 DESIGNATION - K078 AK7108 PID - AK7108 AK7108 STATE/COUNTY- FL/POLK AK7108 USGS QUAD - DAVENPORT (1985) AK7108 AK7108 *CURRENT SURVEY CONTROL AK7108 ___________________________________________________________________ AK7108* NAD 83(1999)- 28 09 54.88878(N) 081 33 27.27428(W) ADJUSTED AK7108* NAVD 88 - 25.4 (meters) 83. (feet) VERTCON AK7108 ___________________________________________________________________ AK7108 X - 826,145.020 (meters) COMP AK7108 Y - -5,566,121.671 (meters) COMP AK7108 Z - 2,992,661.137 (meters) COMP AK7108 LAPLACE CORR- -2.27 (seconds) DEFLEC99 AK7108 ELLIP HEIGHT- -2.02 (meters) (07/06/01) GPS OBS AK7108 GEOID HEIGHT- -27.37 (meters) GEOID99 AK7108 AK7108 HORZ ORDER - SECOND AK7108 ELLP ORDER - FOURTH CLASS II AK7108 AK7108.The horizontal coordinates were established by GPS observations AK7108.and adjusted by the National Geodetic Survey in July 2001. AK7108 AK7108.The NAVD 88 height was computed by applying the VERTCON shift value to AK7108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AK7108 AK7108.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7108 AK7108.The Laplace correction was computed from DEFLEC99 derived deflections. AK7108 AK7108.The ellipsoidal height was determined by GPS observations AK7108.and is referenced to NAD 83. AK7108 AK7108.The geoid height was determined by GEOID99. AK7108 AK7108; North East Units Scale Converg. AK7108;SPC FL W - 424,599.880 243,448.751 MT 0.99996447 +0 12 31.8 AK7108;UTM 17 - 3,115,633.557 445,261.078 MT 0.99963698 -0 15 47.5 AK7108 AK7108 SUPERSEDED SURVEY CONTROL AK7108 AK7108 NAD 83(1990)- 28 09 54.88778(N) 081 33 27.27423(W) AD( ) 2 AK7108 ELLIP H (12/04/92) -1.96 (m) GP( ) 3 2 AK7108 NGVD 29 (12/04/92) 25.7 (m) 84. (f) GPS OBS AK7108 AK7108.Superseded values are not recommended for survey control. AK7108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7108.See file dsdata.txt to determine how the superseded data were derived. AK7108 AK7108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4526115634(NAD 83) AK7108_MARKER: I = METAL ROD AK7108_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK7108_STAMPING: K078 1991 AK7108_MARK LOGO: NGS AK7108_PROJECTION: RECESSED 33 CENTIMETERS AK7108_MAGNETIC: N = NO MAGNETIC MATERIAL AK7108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK7108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7108+SATELLITE: SATELLITE OBSERVATIONS - 1991 AK7108_ROD/PIPE-DEPTH: 15.2 meters AK7108 AK7108 HISTORY - Date Condition Report By AK7108 HISTORY - 1991 MONUMENTED KEISCH AK7108 HISTORY - 20030910 MARK NOT FOUND FL-105 AK7108 AK7108 STATION DESCRIPTION AK7108 AK7108'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AK7108'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) EAST OF DAVENPORT IN A AK7108'FLORIDA POWER CORPORATION UTILITY CORRIDOR NEAR THE NORTHWEST CORNER AK7108'OF SECTION 6, TOWNSHIP 27 SOUTH, RANGE 28 EAST, POLK COUNTY, FLORIDA. AK7108'OWNERSHIP - FLORIDA POWER CORP., P.O. BOX 14042, ST. PETERSBERG, FL AK7108'33733. TEL (813) 866-5151 AK7108'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 17-92 AND PALMETTO AK7108'ROAD IN DAVENPORT, GO EAST ON PALMETTO ROAD FOR 1.1 MI (1.8 KM) TO AK7108'THE INTERSECTION OF PALMETTO ROAD AND HORSESHOE CREEK ROAD. CONTINUE AK7108'EAST ON HORSESHOE CREEK ROAD FOR 1.4 MI (2.3 KM) TO THE INTERSECTION AK7108'OF HORSESHOE CREEK ROAD AND HUCKLEBERRY ROAD. GO EAST THROUGH A GATE AK7108'AND CONTINUE EAST ON A DIRT ROAD FOR 0.5 MI (0.8 KM) TO A FLORIDA AK7108'POWER CORP. POWER LINE AND A FLORIDA POWER GATE. GO THROUGH GATE AND AK7108'GO NORTH 0.5 MI (0.8 KM) TO THE STATION. THE STATION LIES 124 FT AK7108'(37.8 M) SOUTH OF A H-FRAME POWER POLE (NUMBER 168), 600 FT AK7108'(182.9 M) NORTH OF A H-FRAME POWER POLE (NUMBER 167), 90 FT (27.4 M) AK7108'OF THE POINT OF INTERSECTION OF TWO FENCE LINES, AND 23 FT (7.0 M) AK7108'EAST OF A BARBWIRE FENCE. ACCESS TO DATUM POINT--THE STATION IS AK7108'RECESSED 1.0 FT (0.3 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS AK7108'MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AK7108'FOR ACCESS TO EASEMENT, CONTACT MR. R. S. SLAZAS, SURVEY SUPERVISER, AK7108'FLORIDA POWER CORP., P.O. BOX 14042, ST. PETERSBURG, FL 33733. AK7108'REFERENCES-- AK7108'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, SOUTH 52 DEGREES AK7108'WEST AT 27.96 FT (8.52 M). AK7108'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, NORTH 39 DEGREES AK7108'WEST AT 35.03 FT (10.68 M). AK7108'KEITH AND SCHNARS NAIL AND DISC, SET IN WEST POLE OF H-FRAME POWER AK7108'POLE (NUMBER 168), NORTH 1 DEGREE EAST AT 124.78 FT (38.03 M). AK7108'KEITH AND SCHNARS NAIL AND DISC, SET IN 16 INCH DIAMETER PINE TREE, AK7108'SOUTH 33 DEGREES EAST AT 84.91 FT (25.88 M). AK7108'SET CARSONITE WITNESS POST,, NORTH 75 DEGREES WEST AT 23.32 FT AK7108'(7.11 M). AK7108 AK7108 STATION RECOVERY (2003) AK7108 AK7108'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK7108'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AK7108'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK7109 *********************************************************************** AK7109 DESIGNATION - K079 AK7109 PID - AK7109 AK7109 STATE/COUNTY- FL/POLK AK7109 USGS QUAD - DAVENPORT (1985) AK7109 AK7109 *CURRENT SURVEY CONTROL AK7109 ___________________________________________________________________ AK7109* NAD 83(1999)- 28 10 18.46416(N) 081 33 27.37990(W) ADJUSTED AK7109* NAVD 88 - 24.0 (meters) 79. (feet) VERTCON AK7109 ___________________________________________________________________ AK7109 X - 826,091.686 (meters) COMP AK7109 Y - -5,565,781.961 (meters) COMP AK7109 Z - 2,993,300.250 (meters) COMP AK7109 LAPLACE CORR- -2.26 (seconds) DEFLEC99 AK7109 ELLIP HEIGHT- -3.45 (meters) (07/06/01) GPS OBS AK7109 GEOID HEIGHT- -27.38 (meters) GEOID99 AK7109 AK7109 HORZ ORDER - SECOND AK7109 ELLP ORDER - FOURTH CLASS II AK7109 AK7109.The horizontal coordinates were established by GPS observations AK7109.and adjusted by the National Geodetic Survey in July 2001. AK7109 AK7109.The NAVD 88 height was computed by applying the VERTCON shift value to AK7109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AK7109 AK7109.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7109 AK7109.The Laplace correction was computed from DEFLEC99 derived deflections. AK7109 AK7109.The ellipsoidal height was determined by GPS observations AK7109.and is referenced to NAD 83. AK7109 AK7109.The geoid height was determined by GEOID99. AK7109 AK7109; North East Units Scale Converg. AK7109;SPC FL W - 425,325.582 243,443.225 MT 0.99996446 +0 12 31.9 AK7109;UTM 17 - 3,116,359.043 445,261.531 MT 0.99963698 -0 15 47.7 AK7109 AK7109 SUPERSEDED SURVEY CONTROL AK7109 AK7109 NAD 83(1990)- 28 10 18.46313(N) 081 33 27.37984(W) AD( ) 2 AK7109 ELLIP H (12/04/92) -3.38 (m) GP( ) 3 2 AK7109 NGVD 29 (12/04/92) 24.3 (m) 80. (f) GPS OBS AK7109 AK7109.Superseded values are not recommended for survey control. AK7109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7109.See file dsdata.txt to determine how the superseded data were derived. AK7109 AK7109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4526216359(NAD 83) AK7109_MARKER: I = METAL ROD AK7109_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK7109_STAMPING: K079 1991 AK7109_MARK LOGO: NGS AK7109_PROJECTION: RECESSED 15 CENTIMETERS AK7109_MAGNETIC: N = NO MAGNETIC MATERIAL AK7109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK7109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7109+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003 AK7109_ROD/PIPE-DEPTH: 4 meters AK7109 AK7109 HISTORY - Date Condition Report By AK7109 HISTORY - 1991 MONUMENTED KEISCH AK7109 HISTORY - 19930511 GOOD KEISCH AK7109 HISTORY - 20030910 POOR FL-105 AK7109 AK7109 STATION DESCRIPTION AK7109 AK7109'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AK7109'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) EAST OF DAVENPORT IN A AK7109'FLORIDA POWER CORPORATION UTILITY CORRIDOR NEAR THE NORTHWEST CORNER AK7109'OF SECTION 6, TOWNSHIP 27 SOUTH, RANGE 28 EAST, POLK COUNTY, FLORIDA. AK7109'OWNERSHIP - FLORIDA POWER CORP., P.O. BOX 14042, ST. PETERSBURG, FL AK7109'33733. TEL (813) 866-5151 AK7109'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 17-92 AND PALMETTO AK7109'ROAD IN DAVENPORT, GO EAST ON PALMETTO ROAD 1.1 MI (1.8 KM) TO THE AK7109'INTERSECTION OF PALMETTO ROAD AND HORSESHOE CREEK ROAD. CONTINUE EAST AK7109'ON HORSESHOE CREEK ROAD FOR 1.4 MI (2.3 KM) TO THE INTERSECTION OF AK7109'HORSESHOE CREEK ROAD AND HUCKLEBERRY ROAD. GO EAST THROUGH A GATE AND AK7109'CONTINUE EAST ON A DIRT ROAD FOR 0.5 MI (0.8 KM) TO A FLORIDA POWER AK7109'CORP. POWER LINE AND A FLORIDA POWER GATE. GO THROUGH GATE AND GO AK7109'NORTH 0.9 MI (1.4 KM) TO THE STATION. THE STATION LIES 221 FT AK7109'(67.4 M) SOUTH OF A FLORIDA POWER CORP GATE, 96 FT (29.3 M) SOUTH OF AK7109'THE POINT OF INTERSECTION OF TWO FENCE LINES, 150 FT (45.7 M) NORTH AK7109'OF A H-FRAME POWER POLE (NUMBER 171A), AND 15 FT (4.6 M) EAST OF A AK7109'BARBWIRE FENCE. ACCESS TO DATUM POINT--THE STATION IS RECESSED 0.5 FT AK7109'(0.2 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON A 5 AK7109'1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. FOR ACCESS TO AK7109'EASEMENT, CONTACT MR R. S. SLAZAS, SURVEY SUPERVISER, FLORIDA POWER AK7109'CORP., ST. PETERSBURG, FL 33733. AK7109'REFERENCES-- AK7109'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, SOUTH 33 DEGREES AK7109'WEST AT 26.27 FT (8.01 M). AK7109'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, NORTH 30 DEGREES AK7109'WEST AT 28.14 FT (8.58 M). AK7109'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 INCH IRON ROD, NORTH 45 AK7109'DEGREES EAST AT 30.26 FT (9.22 M). AK7109'KEITH AND SCHNARS NAIL AND DISC, SET IN 14 INCH DIAMETER PINE TREE, AK7109'SOUTH 50 DEGREES EAST AT 95.80 FT (29.20 M). AK7109'SET CARSONITE WITNESS POST, NORTH 87 DEGREES WEST AT 15.34 FT AK7109'(4.68 M). AK7109 AK7109 STATION RECOVERY (1993) AK7109 AK7109'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1993 AK7109'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) EAST OF DAVENPORT IN A AK7109'FLORIDA POWER CORPORATION UTILITY CORRIDOR NEAR THE NORTHWEST CORNER AK7109'OF SECTION 6, TOWNSHIP 27 SOUTH, RANGE 28 EAST, POLK COUNTY, FLORIDA. AK7109'OWNERSHIP - FLORIDA POWER CORP., P.O. BOX 14042, ST. PETERSBURG, FL AK7109'33733. TEL (813) 866-5151 AK7109'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 17-92 AND PALMETTO AK7109'ROAD IN DAVENPORT, GO EAST ON PALMETTO ROAD 1.1 MI (1.8 KM) TO THE AK7109'INTERSECTION OF PALMETTO ROAD AND HORSESHOE CREEK ROAD. CONTINUE EAST AK7109'ON HORSESHOE CREEK ROAD FOR 1.4 MI (2.3 KM) TO THE INTERSECTION OF AK7109'HORSESHOE CREEK ROAD AND HUCKLEBERRY ROAD. GO EAST THROUGH A GATE AND AK7109'CONTINUE EAST ON A DIRT ROAD FOR 0.5 MI (0.8 KM) TO A FLORIDA POWER AK7109'CORP. POWER LINE AND A FLORIDA POWER GATE. GO THROUGH GATE AND GO AK7109'NORTH 0.9 MI (1.4 KM) TO THE STATION. THE STATION LIES 221 FT AK7109'(67.4 M) SOUTH OF A FLORIDA POWER CORP GATE, 96 FT (29.3 M) SOUTH OF AK7109'THE INTERSECTION OF TWO FENCE LINES, 150 FT (45.7 M) NORTH OF A AK7109'H-FRAME POWER POLE (NUMBER 171A), AND 15 FT (4.6 M) EAST OF A AK7109'BARBWIRE FENCE. ACCESS TO DATUM POINT--THE STATION IS RECESSED 0.5 FT AK7109'(0.2 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON A 5 AK7109'1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. FOR ACCESS TO AK7109'EASEMENT, CONTACT MR R. S. SLAZAS, SURVEY SUPERVISER, FLORIDA POWER AK7109'CORP., ST. PETERSBURG, FL 33733. AK7109'REFERENCES-- AK7109'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, SOUTH 33 DEGREES AK7109'WEST AT 26.27 FT (8.01 M). AK7109'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, NORTH 30 DEGREES AK7109'WEST AT 28.14 FT (8.58 M). AK7109'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 INCH IRON ROD, NORTH 45 AK7109'DEGREES EAST AT 30.26 FT (9.22 M). AK7109'KEITH AND SCHNARS NAIL AND DISC, SET IN 14 INCH DIAMETER PINE TREE, AK7109'SOUTH 50 DEGREES EAST AT 95.80 FT (29.20 M). AK7109'SET CARSONITE WITNESS POST, NORTH 87 DEGREES WEST AT 15.34 FT AK7109'(4.68 M). AK7109 AK7109 STATION RECOVERY (2003) AK7109 AK7109'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK7109'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AK7109'APPRAISER GIS DEPARTMENT. COLLAR PUSHED DOWN W/ROD JUST ABOVE RIM. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK7111 *********************************************************************** AK7111 DESIGNATION - K081 AK7111 PID - AK7111 AK7111 STATE/COUNTY- FL/POLK AK7111 USGS QUAD - INTERCESSION CITY (1985) AK7111 AK7111 *CURRENT SURVEY CONTROL AK7111 ___________________________________________________________________ AK7111* NAD 83(1999)- 28 15 34.80406(N) 081 33 23.52584(W) ADJUSTED AK7111* NAVD 88 - 26.3 (meters) 86. (feet) GPS OBS AK7111 ___________________________________________________________________ AK7111 X - 825,519.923 (meters) COMP AK7111 Y - -5,561,214.189 (meters) COMP AK7111 Z - 3,001,882.389 (meters) COMP AK7111 LAPLACE CORR- -2.09 (seconds) DEFLEC99 AK7111 ELLIP HEIGHT- -1.23 (meters) (06/19/01) GPS OBS AK7111 GEOID HEIGHT- -27.53 (meters) GEOID99 AK7111 AK7111 HORZ ORDER - FIRST AK7111 ELLP ORDER - FOURTH CLASS I AK7111 AK7111.The horizontal coordinates were established by GPS observations AK7111.and adjusted by the National Geodetic Survey in June 2001. AK7111 AK7111.The orthometric height was determined by GPS observations and a AK7111.high-resolution geoid model. AK7111 AK7111.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7111 AK7111.The Laplace correction was computed from DEFLEC99 derived deflections. AK7111 AK7111.The ellipsoidal height was determined by GPS observations AK7111.and is referenced to NAD 83. AK7111 AK7111.The geoid height was determined by GEOID99. AK7111 AK7111; North East Units Scale Converg. AK7111;SPC FL W - 435,063.810 243,512.721 MT 0.99996454 +0 12 35.9 AK7111;SPC FL E - 435,109.652 145,392.703 MT 0.99997797 -0 15 48.6 AK7111;UTM 17 - 3,126,093.175 445,411.334 MT 0.99963678 -0 15 48.6 AK7111 AK7111 SUPERSEDED SURVEY CONTROL AK7111 AK7111 NAD 83(1990)- 28 15 34.80284(N) 081 33 23.52574(W) AD( ) 1 AK7111 NAD 83(1990)- 28 15 34.80284(N) 081 33 23.52574(W) AD( ) 2 AK7111 ELLIP H (12/04/92) -1.14 (m) GP( ) 3 2 AK7111 NGVD 29 (12/04/92) 26.7 (m) 88. (f) GPS OBS AK7111 AK7111.Superseded values are not recommended for survey control. AK7111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7111.See file dsdata.txt to determine how the superseded data were derived. AK7111 AK7111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4541126093(NAD 83) AK7111_MARKER: I = METAL ROD AK7111_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AK7111_STAMPING: K081 1991 AK7111_MARK LOGO: NGS AK7111_PROJECTION: RECESSED 15 CENTIMETERS AK7111_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AK7111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AK7111+STABILITY: POSITION/ELEVATION WELL AK7111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7111+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2003 AK7111_ROD/PIPE-DEPTH: 1.5 meters AK7111 AK7111 HISTORY - Date Condition Report By AK7111 HISTORY - 1991 MONUMENTED KEISCH AK7111 HISTORY - 19920107 GOOD PROENG AK7111 HISTORY - 20030911 GOOD FL-105 AK7111 AK7111 STATION DESCRIPTION AK7111 AK7111'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AK7111'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) NORTH NORTHEAST OF AK7111'DAVENPORT IN THE SOUTH RIGHT OF WAY OF S.R. 532 (OSCEOLA-POLK LINE AK7111'ROAD) NEAR THE SOUTH 1/4 CORNER OF SECTION 36, TOWNSHIP 25 SOUTH, AK7111'RANGE 27 EAST, OSCEOLA COUNTY, FLORIDA. AK7111'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 4 AND U.S. AK7111'27, GO EAST ON INTERSTATE 4 FOR 3.0 MI (4.8 KM) TO THE INTERSECTION AK7111'OF INTERSTATE 4 AND S.R. 532 (OSCEOLA-POLK LINE ROAD). GO EAST ON S.R AK7111'532 FOR 3.0 MI (4.8 KM) TO THE STATION IN THE SOUTH RIGHT OF WAY. THE AK7111'STATION IS 0.6 MI (1.0 KM) WEST OF THE INTERSECTION OF S.R. 532 AND AK7111'U.S. 17-92, 0.3 MI (0.5 KM) EAST OF THE ENTRANCE TO THE JUNGLE LAND AK7111'RV PARK, 46 FT (14.0 M) WEST OF A DIRT DIRVE, 107 FT (32.6 M) SOUTH AK7111'OF THE SOUTH EDGE OF PAVEMENT, AND 13 FT (4.0 M) NORTH OF A BARBWIRE AK7111'FENCE. ACEESS TO DATUM POINT--THE STATION IS RECESSED 0.5 FT (0.2 M) AK7111'BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH AK7111'DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AK7111'REFERENCES-- AK7111'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 6-23583), AK7111'SOUTH 87 DEGREES WEST AT 118.30 FT (36.06 M). AK7111'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 INCH IRON ROD, NORTH 44 AK7111'DEGREES WEST AT 30.27 FT (9.23 M). AK7111'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 INCH IRON ROD, NORTH 37 AK7111'DEGREES EAST AT 29.17 FT (8.89 M). AK7111'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 6-23584), AK7111'SOUTH 87 DEGREES EAST AT 111.59 FT (34.01 M). AK7111'SET CARSONITE WITNESS POST, SOUTH 3 DEGREES EAST AT 12.62 FT (3.85 M) AK7111 AK7111 STATION RECOVERY (1992) AK7111 AK7111'RECOVERY NOTE BY PG CONSULTANTS 1992 AK7111'RECOVERED IN GOOD CONDITION. AK7111 AK7111 STATION RECOVERY (2003) AK7111 AK7111'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK7111'RECOVERY AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER AK7111'GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7616 *********************************************************************** AF7616 DESIGNATION - K083 AF7616 PID - AF7616 AF7616 STATE/COUNTY- FL/POLK AF7616 USGS QUAD - LAKE ARBUCKLE (1972) AF7616 AF7616 *CURRENT SURVEY CONTROL AF7616 ___________________________________________________________________ AF7616* NAD 83(1999)- 27 38 55.67510(N) 081 27 55.58791(W) ADJUSTED AF7616* NAVD 88 - 38.0 (meters) 125. (feet) VERTCON AF7616 ___________________________________________________________________ AF7616 X - 839,071.710 (meters) COMP AF7616 Y - -5,591,288.019 (meters) COMP AF7616 Z - 2,942,091.582 (meters) COMP AF7616 LAPLACE CORR- -2.54 (seconds) DEFLEC99 AF7616 ELLIP HEIGHT- 11.81 (meters) (07/06/01) GPS OBS AF7616 GEOID HEIGHT- -26.15 (meters) GEOID99 AF7616 AF7616 HORZ ORDER - SECOND AF7616 ELLP ORDER - FOURTH CLASS II AF7616 AF7616.The horizontal coordinates were established by GPS observations AF7616.and adjusted by the National Geodetic Survey in July 2001. AF7616 AF7616.The NAVD 88 height was computed by applying the VERTCON shift value to AF7616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7616 AF7616.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7616 AF7616.The Laplace correction was computed from DEFLEC99 derived deflections. AF7616 AF7616.The ellipsoidal height was determined by GPS observations AF7616.and is referenced to NAD 83. AF7616 AF7616.The geoid height was determined by GEOID99. AF7616 AF7616; North East Units Scale Converg. AF7616;SPC FL W - 367,406.512 252,747.034 MT 0.99997551 +0 14 53.0 AF7616;SPC FL E - 367,378.892 154,073.187 MT 0.99996720 -0 12 57.6 AF7616;UTM 17 - 3,058,385.525 454,088.857 MT 0.99962602 -0 12 57.6 AF7616 AF7616: Primary Azimuth Mark Grid Az AF7616:SPC FL W - K082 179 01 30.7 AF7616:SPC FL E - K082 179 29 21.3 AF7616:UTM 17 - K082 179 29 21.3 AF7616 AF7616|---------------------------------------------------------------------| AF7616| PID Reference Object Distance Geod. Az | AF7616| dddmmss.s | AF7616| AF7615 K082 APPROX. 0.6 KM 1791623.7 | AF7616|---------------------------------------------------------------------| AF7616 AF7616 SUPERSEDED SURVEY CONTROL AF7616 AF7616 NAD 83(1990)- 27 38 55.67563(N) 081 27 55.58843(W) AD( ) 2 AF7616 ELLIP H (12/04/92) 11.78 (m) GP( ) 3 2 AF7616 NGVD 29 (12/04/92) 38.3 (m) 126. (f) GPS OBS AF7616 AF7616.Superseded values are not recommended for survey control. AF7616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7616.See file dsdata.txt to determine how the superseded data were derived. AF7616 AF7616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5408958386(NAD 83) AF7616_MARKER: I = METAL ROD AF7616_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7616_STAMPING: K083 1991 AF7616_MARK LOGO: NGS AF7616_PROJECTION: RECESSED 46 CENTIMETERS AF7616_MAGNETIC: N = NO MAGNETIC MATERIAL AF7616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7616+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2003 AF7616_ROD/PIPE-DEPTH: 14.6 meters AF7616 AF7616 HISTORY - Date Condition Report By AF7616 HISTORY - 1991 MONUMENTED KEISCH AF7616 HISTORY - 20030917 GOOD FL-105 AF7616 AF7616 STATION DESCRIPTION AF7616 AF7616'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7616'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) SOUTHEAST OF FROSTPROOF IN AF7616'THE WEST RIGHT-OF-WAY OF OAK ISLAND ROAD NEAR THE NORTHEAST CORNER OF AF7616'SECTION 1, TOWNSHIP 33 SOUTH, RANGE 28 EAST, POLK COUNTY, FLORIDA. AF7616'TO REACH THE STATION FROM THE INTERSECTION OF C.R 17 (U.S. 27A) AND AF7616'C.R. 630A IN FROSTPROOF, GO SOUTH ON C.R. 17 FOR 0.7 MI (1.1 KM) TO AF7616'THE INTERSECTION OF C.R. 17 AND T.S. WILSON ROAD. TURN LEFT AND GO AF7616'EAST ON T.S. WILSON ROAD 1.5 MI (2.4 KM) TO THE INTERSECTION OF T.S. AF7616'WILSON ROAD AND OLD AVON PARK ROAD. TURN RIGHT AND GO SOUTH ON OLD AF7616'AVON PARK ROAD 4.0 MI (6.4 KM) TO THE INTERSECTION OF OLD AVON PARK AF7616'ROAD AND OAK ISLAND ROAD. TURN LEFT AND GO EAST AND THEN SOUTH ON OAK AF7616'ISLAND ROAD 3.2 MI (5.1 KM) TO THE STATION IN THE WEST RIGHT-OF-WAY. AF7616'OAK ISLAND ROAD WILL CURVE BACK TO THE WEST AND THEN TO THE SOUTH. AF7616'THE STATION LIES 4.0 FT (1.2 M) WEST OF THE WEST EDGE OF ROAD, 20 FT AF7616'(6.1 M) EAST OF AN ORANGE GROVE, AND 530 FT (161.5 M) SOUTH OF A AF7616'CURVE IN OAK ISLAND ROAD. ACCESS TO DATUM POINT--THE STATION IS AF7616'RECESSED 1.5 FT (0.5 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS AF7616'MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AF7616'REFERENCES-- AF7616'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 INCH IRON ROD, SOUTH 34 AF7616'DEGREES WEST AT 16.49 FT (5.03 M). AF7616'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 INCH IRON ROD, NORTH 4 AF7616'DEGREES WEST AT 15.99 FT (4.87 M). AF7616'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 INCH IRON ROD, SOUTH 84 AF7616'DEGREES EAST AT 22.93 FT (6.99 M). AF7616'KEITH AND SCHNARS NAIL AND DISC, SET IN WOOD POST, SOUTH 13 DEGREES AF7616'EAST AT 111.55 FT (34.00 M). AF7616'SET CARSONITE WITNESS POST, SOUTH 89 DEGREES WEST AT 15.95 FT AF7616'(4.86 M). AF7616 AF7616 STATION RECOVERY (2003) AF7616 AF7616'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7616'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7616'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7617 *********************************************************************** AF7617 DESIGNATION - K084 AF7617 PID - AF7617 AF7617 STATE/COUNTY- FL/POLK AF7617 USGS QUAD - LAKE ARBUCKLE (1972) AF7617 AF7617 *CURRENT SURVEY CONTROL AF7617 ___________________________________________________________________ AF7617* NAD 83(1999)- 27 43 40.97972(N) 081 28 14.29565(W) ADJUSTED AF7617* NAVD 88 - 26.6 (meters) 87. (feet) VERTCON AF7617 ___________________________________________________________________ AF7617 X - 837,957.831 (meters) COMP AF7617 Y - -5,587,318.363 (meters) COMP AF7617 Z - 2,949,862.743 (meters) COMP AF7617 LAPLACE CORR- -2.79 (seconds) DEFLEC99 AF7617 ELLIP HEIGHT- 0.27 (meters) (07/06/01) GPS OBS AF7617 GEOID HEIGHT- -26.36 (meters) GEOID99 AF7617 AF7617 HORZ ORDER - SECOND AF7617 ELLP ORDER - FOURTH CLASS II AF7617 AF7617.The horizontal coordinates were established by GPS observations AF7617.and adjusted by the National Geodetic Survey in July 2001. AF7617 AF7617.The NAVD 88 height was computed by applying the VERTCON shift value to AF7617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7617 AF7617.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7617 AF7617.The Laplace correction was computed from DEFLEC99 derived deflections. AF7617 AF7617.The ellipsoidal height was determined by GPS observations AF7617.and is referenced to NAD 83. AF7617 AF7617.The geoid height was determined by GEOID99. AF7617 AF7617; North East Units Scale Converg. AF7617;SPC FL W - 376,186.187 252,196.555 MT 0.99997479 +0 14 46.7 AF7617;UTM 17 - 3,067,166.312 453,609.766 MT 0.99962656 -0 13 08.3 AF7617 AF7617: Primary Azimuth Mark Grid Az AF7617:SPC FL W - K085 358 40 24.7 AF7617:UTM 17 - K085 359 08 19.7 AF7617 AF7617|---------------------------------------------------------------------| AF7617| PID Reference Object Distance Geod. Az | AF7617| dddmmss.s | AF7617| AF7618 K085 APPROX. 0.6 KM 3585511.4 | AF7617|---------------------------------------------------------------------| AF7617 AF7617 SUPERSEDED SURVEY CONTROL AF7617 AF7617 NAD 83(1990)- 27 43 40.98082(N) 081 28 14.29639(W) AD( ) 2 AF7617 ELLIP H (12/04/92) 0.24 (m) GP( ) 3 2 AF7617 NGVD 29 (12/04/92) 26.9 (m) 88. (f) GPS OBS AF7617 AF7617.Superseded values are not recommended for survey control. AF7617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7617.See file dsdata.txt to determine how the superseded data were derived. AF7617 AF7617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5361067166(NAD 83) AF7617_MARKER: I = METAL ROD AF7617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7617_STAMPING: K084 1991 AF7617_MARK LOGO: NGS AF7617_PROJECTION: RECESSED 18 CENTIMETERS AF7617_MAGNETIC: N = NO MAGNETIC MATERIAL AF7617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7617+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2003 AF7617_ROD/PIPE-DEPTH: 2.4 meters AF7617 AF7617 HISTORY - Date Condition Report By AF7617 HISTORY - 1991 MONUMENTED KEISCH AF7617 HISTORY - 20030917 GOOD FL-105 AF7617 AF7617 STATION DESCRIPTION AF7617 AF7617'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7617'THE STATION IS LOCATED ABOUT 3.8 MI (6.1 KM) EAST OF FROSTPROOF IN THE AF7617'EAST RIGHT-OF-WAY OF LAKE REEDY BLVD. NEAR THE NORTHEAST CORNER OF AF7617'SECTION 1, TOWNSHIP 32 SOUTH, RANGE 28 EAST, POLK COUNTY, FLORIDA. AF7617'TO REACH THE STATION FROM THE INTERSECTION OF C.R. 17 (U.S. 27A) AND AF7617'C.R. 630 IN FROSTPROOF, GO EAST ON C.R. 630 FOR 5.1 MI (8.2 KM) TO AF7617'THE INTERSECTION OF C.R. 630, LAKE WALK-IN-THE-WATER ROAD, AND BLUE AF7617'JORDON ROAD. TURN RIGHT AND GO SOUTHWEST ON BLUE JORDON ROAD 1.8 MI AF7617'(2.9 KM) TO THE INTERSECTION OF BLUE JORDON ROAD AND LAKE REEDY BLVD. AF7617'TURN LEFT AND GO SOUTH ON LAKE REEDY BLVD 1.4 MI (2.3 KM) TO THE AF7617'STATION IN THE EAST RIGHT-OF-WAY. THE STATION LIES 6.0 FT (1.8 M) AF7617'EAST OF THE EAST EDGE OF PAVEMENT, 67 FT (20.4 M) SOUTH OF A POWER AF7617'POLE (NUMBER 6-72667), 54 FT (16.5 M) SOUTH OF A MAIL BOX, 94 FT AF7617'(28.7 M) NORTH OF A POWER POLE (NUMBER R34FF-770), AND 45 FT AF7617'(13.7 M) SOUTHEAST OF A 6 FOOT HOGWIRE FENCE CORNER. ACCESS TO DATUM AF7617'POINT--THE STATION LIES 0.6 FT (0.2 M) BELOW GOUND INSIDE A NGS LOGO AF7617'CAP WHICH IS MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET IN A AF7617'CONCRETE COLLAR. AF7617'REFERENCES-- AF7617'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 1600-64), AF7617'SOUTH 23 DEGREEES WEST AT 90.87 FT (27.70 M). AF7617'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, NORTH 49 DEGREES AF7617'WEST AT 45.30 FT (13.81 M). AF7617'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 137080 AF7617'033401 6 72667), NORTH 9 DEGREES EAST AT 67.71 FT (20.64 M). AF7617'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 INCH IRON ROD, SOUTH 5 AF7617'DEGREES EAST AT 22.69 FT (6.92 M). AF7617'SET CARSONITE WITNESS POST, SOUTH 87 DEGREES EAST AT 7.29 FT (2.22 M) AF7617 AF7617 STATION RECOVERY (2003) AF7617 AF7617'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7617'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7617'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7618 *********************************************************************** AF7618 DESIGNATION - K085 AF7618 PID - AF7618 AF7618 STATE/COUNTY- FL/POLK AF7618 USGS QUAD - LAKE ARBUCKLE (1972) AF7618 AF7618 *CURRENT SURVEY CONTROL AF7618 ___________________________________________________________________ AF7618* NAD 83(1999)- 27 44 00.62044(N) 081 28 14.71183(W) ADJUSTED AF7618* NAVD 88 - 26.9 (meters) 88. (feet) VERTCON AF7618 ___________________________________________________________________ AF7618 X - 837,904.873 (meters) COMP AF7618 Y - -5,587,042.106 (meters) COMP AF7618 Z - 2,950,398.024 (meters) COMP AF7618 LAPLACE CORR- -2.80 (seconds) DEFLEC99 AF7618 ELLIP HEIGHT- 0.57 (meters) (07/06/01) GPS OBS AF7618 GEOID HEIGHT- -26.37 (meters) GEOID99 AF7618 AF7618 HORZ ORDER - SECOND AF7618 ELLP ORDER - FOURTH CLASS II AF7618 AF7618.The horizontal coordinates were established by GPS observations AF7618.and adjusted by the National Geodetic Survey in July 2001. AF7618 AF7618.The NAVD 88 height was computed by applying the VERTCON shift value to AF7618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7618 AF7618.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7618 AF7618.The Laplace correction was computed from DEFLEC99 derived deflections. AF7618 AF7618.The ellipsoidal height was determined by GPS observations AF7618.and is referenced to NAD 83. AF7618 AF7618.The geoid height was determined by GEOID99. AF7618 AF7618; North East Units Scale Converg. AF7618;SPC FL W - 376,790.697 252,182.557 MT 0.99997477 +0 14 46.7 AF7618;UTM 17 - 3,067,770.705 453,600.681 MT 0.99962657 -0 13 08.7 AF7618 AF7618: Primary Azimuth Mark Grid Az AF7618:SPC FL W - K084 178 40 24.6 AF7618:UTM 17 - K084 179 08 20.0 AF7618 AF7618|---------------------------------------------------------------------| AF7618| PID Reference Object Distance Geod. Az | AF7618| dddmmss.s | AF7618| AF7617 K084 APPROX. 0.6 KM 1785511.3 | AF7618|---------------------------------------------------------------------| AF7618 AF7618 SUPERSEDED SURVEY CONTROL AF7618 AF7618 NAD 83(1990)- 27 44 00.62169(N) 081 28 14.71265(W) AD( ) 2 AF7618 ELLIP H (12/04/92) 0.54 (m) GP( ) 3 2 AF7618 NGVD 29 (12/04/92) 27.2 (m) 89. (f) GPS OBS AF7618 AF7618.Superseded values are not recommended for survey control. AF7618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7618.See file dsdata.txt to determine how the superseded data were derived. AF7618 AF7618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5360167771(NAD 83) AF7618_MARKER: I = METAL ROD AF7618_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7618_STAMPING: K085 1991 AF7618_MARK LOGO: NGS AF7618_PROJECTION: RECESSED 18 CENTIMETERS AF7618_MAGNETIC: N = NO MAGNETIC MATERIAL AF7618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7618+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2003 AF7618_ROD/PIPE-DEPTH: 11.3 meters AF7618 AF7618 HISTORY - Date Condition Report By AF7618 HISTORY - 1991 MONUMENTED KEISCH AF7618 HISTORY - 20030917 GOOD FL-105 AF7618 AF7618 STATION DESCRIPTION AF7618 AF7618'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7618'THE STATION IS LOCATED ABOUT 3.8 MI (6.1 KM) EAST OF FROSTPROOF IN THE AF7618'EAST RIGHT-OF-WAY OF LAKE REEDY BLVD. NEAR THE NORTHEAST CORNER OF AF7618'SECTION 1, TOWNSHIP 32 SOUTH, RANGE 28 EAST, POLK COUNTY, FLORIDA. AF7618'TO REACH THE STATION FROM THE INTERSECTION OF C.R. 17 (U.S. 27A) AND AF7618'C.R. 630 IN FROSTPROOF, GO EAST ON C.R. 630 FOR 5.1 MI (8.2 KM) TO AF7618'THE INTERSECTION OF C.R. 630, LAKE WALK-IN-THE-WATER ROAD, AND BLUE AF7618'JORDON ROAD. TURN RIGHT AND GO SOUTHWEST ON BLUE JORDON ROAD 1.8 MI AF7618'(2.9 KM) TO THE INTERSECTION OF BLUE JORDON ROAD AND LAKE REEDY BLVD. AF7618'TURN LEFT AND GO SOUTH ON LAKE REEDY BLVD 1.0 MI (1.6 KM) TO THE AF7618'STATION IN THE EAST RIGHT-OF-WAY. THE STATION LIES 6.6 FT (2.0 M) AF7618'EAST OF THE EAST EDGE OF PAVEMENT, 18 FT (5.5 M) NORTHEAST OF A 6 FOOT AF7618'PAINTED CROSS AERIAL TARGET, 62 FT (18.9 M) SOUTH OF A POWER POLE AF7618'(NUMBER 6-55087), 14 FT (4.3 M) NORTH OF A POWER POLE (NUMBER AF7618'6-60096), AND 54 FT (16.5 M) SOUTH OF A MAIL BOX. ACCESS TO DATUM AF7618'POINT--THE STATION LIES 0.6 FT (0.2 M) BELOW GOUND INSIDE A NGS LOGO AF7618'CAP WHICH IS MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET IN A AF7618'CONCRETE COLLAR. AF7618'REFERENCES-- AF7618'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (1600 73), SOUTH 24 AF7618'DEGREES WEST AT 75.71 FT (23.08 M). AF7618'60-D NAIL IN 6 FOOT PAINTED CROSS AERIAL TARGET, SOUTH 65 DEGREES WEST AF7618'AT 17.98 FT (5.48 M). AF7618'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 6-55087), AF7618'NORTH 2 DEGREES EAST AT 99.63 FT (30.37 M). AF7618'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 6-60096), AF7618'SOUTH 9 DEGREES EAST AT 14.08 FT (4.29 M). AF7618'SET CARSONITE WITNESS POST, NORTH 82 DEGREES WEST AT 38.04 FT AF7618'(11.59 M). AF7618 AF7618 STATION RECOVERY (2003) AF7618 AF7618'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7618'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7618'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7619 *********************************************************************** AF7619 DESIGNATION - K086 AF7619 PID - AF7619 AF7619 STATE/COUNTY- FL/POLK AF7619 USGS QUAD - LAKE WEOHYAKAPKA (1972) AF7619 AF7619 *CURRENT SURVEY CONTROL AF7619 ___________________________________________________________________ AF7619* NAD 83(1999)- 27 49 15.69563(N) 081 26 27.47372(W) ADJUSTED AF7619* NAVD 88 - 22.8 (meters) 75. (feet) VERTCON AF7619 ___________________________________________________________________ AF7619 X - 840,136.210 (meters) COMP AF7619 Y - -5,582,132.226 (meters) COMP AF7619 Z - 2,958,977.029 (meters) COMP AF7619 LAPLACE CORR- -2.61 (seconds) DEFLEC99 AF7619 ELLIP HEIGHT- -3.88 (meters) (07/06/01) GPS OBS AF7619 GEOID HEIGHT- -26.68 (meters) GEOID99 AF7619 AF7619 HORZ ORDER - SECOND AF7619 ELLP ORDER - FOURTH CLASS II AF7619 AF7619.The horizontal coordinates were established by GPS observations AF7619.and adjusted by the National Geodetic Survey in July 2001. AF7619 AF7619.The NAVD 88 height was computed by applying the VERTCON shift value to AF7619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7619 AF7619.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7619 AF7619.The Laplace correction was computed from DEFLEC99 derived deflections. AF7619 AF7619.The ellipsoidal height was determined by GPS observations AF7619.and is referenced to NAD 83. AF7619 AF7619.The geoid height was determined by GEOID99. AF7619 AF7619; North East Units Scale Converg. AF7619;SPC FL W - 386,502.074 255,075.574 MT 0.99997860 +0 15 39.3 AF7619;UTM 17 - 3,077,454.821 456,571.550 MT 0.99962328 -0 12 20.9 AF7619 AF7619 SUPERSEDED SURVEY CONTROL AF7619 AF7619 NAD 83(1990)- 27 49 15.69690(N) 081 26 27.47477(W) AD( ) 2 AF7619 ELLIP H (12/04/92) -3.90 (m) GP( ) 3 2 AF7619 NGVD 29 (12/04/92) 23.1 (m) 76. (f) GPS OBS AF7619 AF7619.Superseded values are not recommended for survey control. AF7619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7619.See file dsdata.txt to determine how the superseded data were derived. AF7619 AF7619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5657277455(NAD 83) AF7619_MARKER: I = METAL ROD AF7619_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7619_STAMPING: K086 1991 AF7619_MARK LOGO: NGS AF7619_PROJECTION: RECESSED 30 CENTIMETERS AF7619_MAGNETIC: N = NO MAGNETIC MATERIAL AF7619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7619+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 AF7619_ROD/PIPE-DEPTH: 7.3 meters AF7619 AF7619 HISTORY - Date Condition Report By AF7619 HISTORY - 1991 MONUMENTED KEISCH AF7619 HISTORY - 19970210 GOOD USPSQD AF7619 HISTORY - 20030923 GOOD FL-105 AF7619 AF7619 STATION DESCRIPTION AF7619 AF7619'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7619'THE STATION IS LOCATED ABOUT 11.5 MI (18.5 KM) SOUTHEAST OF LAKE WALES AF7619'IN THE EAST RIGHT-OF-WAY OF LAKE WALK-IN-THE-WATER ROAD IN SECTION AF7619'32, TOWNSHIP 30 SOUTH, RANGE 29 EAST, POLK COUNTY, FLORIDA. AF7619'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 60 AND U.S 27 IN AF7619'LAKE WALES, GO EAST ON S.R. 60 FOR 9.3 MI (15.0 KM) TO THE AF7619'INTERSECTION OF S.R. 60 AND LAKE WALK-IN-THE-WATER ROAD. TURN RIGHT AF7619'AND GO SOUTH ON LAKE WALK-IN-THE-WATER ROAD 4.5 MI (7.2 KM) TO THE AF7619'STATION IN THE EAST RIGHT-OF-WAY. THE STATION LIES 2.5 FT (0.8 M) AF7619'EAST OF THE EAST EDGE OF PAVEMENT, 14 FT (4.3 M) SOUTH OF A DRIVEWAY , AF7619'24 FT (7.3 M) NORTH OF A DRIVEWAY ON THE WEST SIDE OF ROAD, AND 53 FT AF7619'(16.2 M) SOUTH SOUTHWEST OF A POWER POLE (NUMBER 6-72896). ACCESS TO AF7619'DATUM POINT--THE STATION IS RECESSED 1.0 FT (0.3 M) BELOW GROUND AF7619'INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH DIAMETER PVC AF7619'PIPE SET IN A CONCRETE COLLAR. AF7619'REFERENCES-- AF7619'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 12 AF7619'DEGREES WEST AT 18.93 FT (5.77 M). AF7619'FOUND IRON ROD AND CAP, STAMPED RLS 2551, NORTH 42 DEGREES WEST AT AF7619'74.28 FT (22.64 M). AF7619'FOUND RAILROAD SPIKE IN ASHPALT CUT-OUT, NORTH 10 DEGREES WEST AT AF7619'55.54 FT (16.93 M). AF7619'FOUND 4 INCH BY 4 INCH CONCRETE MONUMENT, NORTH 31 DEGREES EAST AT AF7619'61.74 FT (18.82 M). AF7619'SET CARSONITE WITNESS POST, SOUTH 63 DEGREES EAST AT 28.01 FT AF7619'(8.54 M). AF7619 AF7619 STATION RECOVERY (1997) AF7619 AF7619'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7619'RECOVERED IN GOOD CONDITION. AF7619 AF7619 STATION RECOVERY (2003) AF7619 AF7619'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7619'RECOVERED AS DESCRIBED.RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER AF7619'GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7620 *********************************************************************** AF7620 DESIGNATION - K087 AF7620 PID - AF7620 AF7620 STATE/COUNTY- FL/POLK AF7620 USGS QUAD - LAKE WEOHYAKAPKA (1972) AF7620 AF7620 *CURRENT SURVEY CONTROL AF7620 ___________________________________________________________________ AF7620* NAD 83(1999)- 27 49 36.16167(N) 081 26 26.60074(W) ADJUSTED AF7620* NAVD 88 - 23.7 (meters) 78. (feet) VERTCON AF7620 ___________________________________________________________________ AF7620 X - 840,116.186 (meters) COMP AF7620 Y - -5,581,838.662 (meters) COMP AF7620 Z - 2,959,534.597 (meters) COMP AF7620 LAPLACE CORR- -2.61 (seconds) DEFLEC99 AF7620 ELLIP HEIGHT- -3.00 (meters) (07/06/01) GPS OBS AF7620 GEOID HEIGHT- -26.70 (meters) GEOID99 AF7620 AF7620 HORZ ORDER - SECOND AF7620 ELLP ORDER - FOURTH CLASS II AF7620 AF7620.The horizontal coordinates were established by GPS observations AF7620.and adjusted by the National Geodetic Survey in July 2001. AF7620 AF7620.The NAVD 88 height was computed by applying the VERTCON shift value to AF7620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7620 AF7620.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7620 AF7620.The Laplace correction was computed from DEFLEC99 derived deflections. AF7620 AF7620.The ellipsoidal height was determined by GPS observations AF7620.and is referenced to NAD 83. AF7620 AF7620.The geoid height was determined by GEOID99. AF7620 AF7620; North East Units Scale Converg. AF7620;SPC FL W - 387,132.157 255,096.595 MT 0.99997863 +0 15 39.9 AF7620;UTM 17 - 3,078,084.488 456,597.693 MT 0.99962325 -0 12 20.6 AF7620 AF7620 SUPERSEDED SURVEY CONTROL AF7620 AF7620 NAD 83(1990)- 27 49 36.16274(N) 081 26 26.60161(W) AD( ) 2 AF7620 ELLIP H (12/04/92) -3.02 (m) GP( ) 3 2 AF7620 NGVD 29 (12/04/92) 24.0 (m) 79. (f) GPS OBS AF7620 AF7620.Superseded values are not recommended for survey control. AF7620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7620.See file dsdata.txt to determine how the superseded data were derived. AF7620 AF7620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5659878084(NAD 83) AF7620_MARKER: I = METAL ROD AF7620_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7620_STAMPING: K087 1991 AF7620_MARK LOGO: NGS AF7620_PROJECTION: RECESSED 30 CENTIMETERS AF7620_MAGNETIC: N = NO MAGNETIC MATERIAL AF7620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7620+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 AF7620_ROD/PIPE-DEPTH: 13.4 meters AF7620 AF7620 HISTORY - Date Condition Report By AF7620 HISTORY - 1991 MONUMENTED KEISCH AF7620 HISTORY - 20030923 GOOD FL-105 AF7620 AF7620 STATION DESCRIPTION AF7620 AF7620'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7620'THE STATION IS LOCATED ABOUT 11.5 MI (18.5 KM) SOUTHEAST OF LAKE WALES AF7620'IN THE EAST RIGHT-OF-WAY OF LAKE WALK-IN-THE-WATER ROAD IN SECTION AF7620'32, TOWNSHIP 30 SOUTH, RANGE 29 EAST, POLK COUNTY, FLORIDA. AF7620'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 60 AND U.S 27 IN AF7620'LAKE WALES, GO EAST ON S.R. 60 FOR 9.3 MI (15.0 KM) TO THE AF7620'INTERSECTION OF S.R. 60 AND LAKE WALK-IN-THE-WATER ROAD. TURN RIGHT AF7620'AND GO SOUTH ON LAKE WALK-IN-THE-WATER ROAD 4.0 MI (6.4 KM) TO THE AF7620'STATION IN THE EAST RIGHT-OF-WAY. THE STATION LIES 358 FT (109.1 M) AF7620'SOUTH OF A DRIVE WAY, 2.4 FT (0.7 M) EAST OF THE EAST EDGE OF AF7620'PAVEMENT, 23 FT (7.0 M) NORTHWEST OF A POWER POLE (NUMBER R31FF-6192) AF7620', 17 FT (5.2 M) NORTHWEST OF A GTE TELEPHONE BOX, AND 50 FT (15.2 M) AF7620'SOUTHEAST OF A POWER POLE (NUMBER 17 8 48R 23) LOCATED ON THE WEST AF7620'SIDE OF THE ROAD. ACCESS TO DATUM POINT--THE STATION IS RECESSED 1.0 AF7620'FT (0.3 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON A 5 AF7620'1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AF7620'REFERENCES-- AF7620'KEITH AND SCHNARS NAIL AND DISC, SET IN 11 INCH DIAMETER PINE TREE, AF7620'NORTH 12 DEGREES EAST AT 63.65 FT (19.40 M). AF7620'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER R31FF-6192) AF7620', SOUTH 62 DEGREES EAST AT 22.85 FT (6.96 M). AF7620'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 26 AF7620'DEGREES WEST AT 12.86 FT (3.92 M). AF7620'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER AF7620'17-8-48R-23), NORTH 29 DEGREES WEST AT 71.14 FT (21.68 M). AF7620'SET CARSONITE WITNESS POST, NORTH 84 DEGREES EAST AT 23.12 FT AF7620'(7.05 M). AF7620 AF7620 STATION RECOVERY (2003) AF7620 AF7620'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7620'RECOVERED AS DESCRIBED.RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER AF7620'GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK7113 *********************************************************************** AK7113 DESIGNATION - K092 AK7113 PID - AK7113 AK7113 STATE/COUNTY- FL/POLK AK7113 USGS QUAD - LAKE HATCHINEHA (1987) AK7113 AK7113 *CURRENT SURVEY CONTROL AK7113 ___________________________________________________________________ AK7113* NAD 83(1999)- 28 01 53.79263(N) 081 27 00.03310(W) ADJUSTED AK7113* NAVD 88 - 16.3 (meters) 53. (feet) VERTCON AK7113 ___________________________________________________________________ AK7113 X - 837,629.242 (meters) COMP AK7113 Y - -5,571,450.814 (meters) COMP AK7113 Z - 2,979,592.561 (meters) COMP AK7113 LAPLACE CORR- -2.45 (seconds) DEFLEC99 AK7113 ELLIP HEIGHT- -10.95 (meters) (07/06/01) GPS OBS AK7113 GEOID HEIGHT- -27.25 (meters) GEOID99 AK7113 AK7113 HORZ ORDER - SECOND AK7113 ELLP ORDER - FOURTH CLASS II AK7113 AK7113.The horizontal coordinates were established by GPS observations AK7113.and adjusted by the National Geodetic Survey in July 2001. AK7113 AK7113.The NAVD 88 height was computed by applying the VERTCON shift value to AK7113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AK7113 AK7113.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7113 AK7113.The Laplace correction was computed from DEFLEC99 derived deflections. AK7113 AK7113.The ellipsoidal height was determined by GPS observations AK7113.and is referenced to NAD 83. AK7113 AK7113.The geoid height was determined by GEOID99. AK7113 AK7113; North East Units Scale Converg. AK7113;SPC FL W - 409,833.672 254,079.615 MT 0.99997726 +0 15 30.5 AK7113;UTM 17 - 3,100,785.513 455,766.623 MT 0.99962415 -0 12 41.4 AK7113 AK7113 SUPERSEDED SURVEY CONTROL AK7113 AK7113 NAD 83(1990)- 28 01 53.79272(N) 081 27 00.03351(W) AD( ) 2 AK7113 ELLIP H (12/04/92) -10.94 (m) GP( ) 3 2 AK7113 NGVD 29 (12/04/92) 16.6 (m) 54. (f) GPS OBS AK7113 AK7113.Superseded values are not recommended for survey control. AK7113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7113.See file dsdata.txt to determine how the superseded data were derived. AK7113 AK7113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM5576700786(NAD 83) AK7113_MARKER: I = METAL ROD AK7113_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK7113_STAMPING: K092 1991 AK7113_MARK LOGO: NGS AK7113_PROJECTION: RECESSED 21 CENTIMETERS AK7113_MAGNETIC: N = NO MAGNETIC MATERIAL AK7113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK7113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7113+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2003 AK7113_ROD/PIPE-DEPTH: 9.7 meters AK7113 AK7113 HISTORY - Date Condition Report By AK7113 HISTORY - 1991 MONUMENTED KEISCH AK7113 HISTORY - 20030911 GOOD FL-105 AK7113 AK7113 STATION DESCRIPTION AK7113 AK7113'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AK7113'THE STATION IS LOCATED IN PORT HATCHINEHA AT THE PORT HATCHINEHA AK7113'MARINA IN SECTION 19, TOWNSHIP 28 SOUTH, RANGE 29 EAST, POLK COUNTY, AK7113'FLORIDA. AK7113'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27A AND C.R. 542 IN AK7113'LAKE HAMILTON, GO EAST AND NORTHEAST ON C.R. 542 (LAKE HATCHINEHA AK7113'ROAD) 10.4 MI (16.7 KM) TO THE PORT HATCHINEHA MARINA. THE STATION AK7113'LIES 3.5 FT (1.1 M) EAST OF THE EAST EDGE OF THE PARKING LOT, 350 FT AK7113'(106.7 M) SOUTH OF THE BOAT RAMP, 120 NORTH OF THE SOUTHEAST CORNER AK7113'OF THE PARKING LOT, AND 3 FT (0.9 M) WEST OF THE BARBWIRE FENCE. AK7113'ACCESS TO DATUM POINT--THE STATION IS RECESSED 0.7 FT (0.2 M) BELOW AK7113'GROUND INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH AK7113'DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. THE MARINA BUSINESS HOURS AK7113'ARE 6 AM TO 9 PM FROM TUESDAY TO SUNDAY. THE MARINA IS CLOSED ON AK7113'MONDAY AND ITS BUSINESS TELEPHONE NUMBER IS (813) 439-2376. AK7113'REFERENCES-- AK7113'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, SOUTH 28 DEGREES AK7113'WEST AT 10.43 FT (3.18 M). AK7113'KEITH AND SCHNARS NAIL AND DISC, SET IN ASPHALT, SOUTH 83 DEGREES WEST AK7113'AT 13.83 FT (4.22 M). AK7113'KEITH AND SCHNARS NAIL AND DISC, SET IN ASPHALT, NORTH 3 DEGREES EAST AK7113'AT 12.92 FT (3.94 M). AK7113'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, NORTH 55 DEGREES AK7113'EAST AT 11.12 FT (3.39 M). AK7113'CARSONITE WITNESS POST, SOUTH 41 DEGREES EAST AT 2.55 FT (0.78 M). AK7113 AK7113 STATION RECOVERY (2003) AK7113 AK7113'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK7113'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AK7113'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK7114 *********************************************************************** AK7114 DESIGNATION - K093 AK7114 PID - AK7114 AK7114 STATE/COUNTY- FL/POLK AK7114 USGS QUAD - LAKE HATCHINEHA (1987) AK7114 AK7114 *CURRENT SURVEY CONTROL AK7114 ___________________________________________________________________ AK7114* NAD 83(1999)- 28 05 38.27365(N) 081 27 28.56046(W) ADJUSTED AK7114* NAVD 88 - 17.9 (meters) 59. (feet) VERTCON AK7114 ___________________________________________________________________ AK7114 X - 836,376.000 (meters) COMP AK7114 Y - -5,568,353.083 (meters) COMP AK7114 Z - 2,985,691.119 (meters) COMP AK7114 LAPLACE CORR- -2.22 (seconds) DEFLEC99 AK7114 ELLIP HEIGHT- -9.48 (meters) (07/06/01) GPS OBS AK7114 GEOID HEIGHT- -27.39 (meters) GEOID99 AK7114 AK7114 HORZ ORDER - SECOND AK7114 ELLP ORDER - FOURTH CLASS II AK7114 AK7114.The horizontal coordinates were established by GPS observations AK7114.and adjusted by the National Geodetic Survey in July 2001. AK7114 AK7114.The NAVD 88 height was computed by applying the VERTCON shift value to AK7114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AK7114 AK7114.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7114 AK7114.The Laplace correction was computed from DEFLEC99 derived deflections. AK7114 AK7114.The ellipsoidal height was determined by GPS observations AK7114.and is referenced to NAD 83. AK7114 AK7114.The geoid height was determined by GEOID99. AK7114 AK7114; North East Units Scale Converg. AK7114;SPC FL W - 416,740.252 253,269.667 MT 0.99997619 +0 15 19.0 AK7114;UTM 17 - 3,107,696.076 455,013.675 MT 0.99962498 -0 12 56.4 AK7114 AK7114: Primary Azimuth Mark Grid Az AK7114:SPC FL W - K094 000 39 48.4 AK7114:UTM 17 - K094 001 08 03.8 AK7114 AK7114|---------------------------------------------------------------------| AK7114| PID Reference Object Distance Geod. Az | AK7114| dddmmss.s | AK7114| AK7115 K094 APPROX. 0.6 KM 0005507.4 | AK7114|---------------------------------------------------------------------| AK7114 AK7114 SUPERSEDED SURVEY CONTROL AK7114 AK7114 NAD 83(1990)- 28 05 38.27346(N) 081 27 28.56075(W) AD( ) 2 AK7114 ELLIP H (12/04/92) -9.45 (m) GP( ) 3 2 AK7114 NGVD 29 (12/04/92) 18.2 (m) 60. (f) GPS OBS AK7114 AK7114.Superseded values are not recommended for survey control. AK7114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7114.See file dsdata.txt to determine how the superseded data were derived. AK7114 AK7114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM5501407696(NAD 83) AK7114_MARKER: I = METAL ROD AK7114_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK7114_STAMPING: K093 1991 AK7114_MARK LOGO: NGS AK7114_PROJECTION: RECESSED 21 CENTIMETERS AK7114_MAGNETIC: N = NO MAGNETIC MATERIAL AK7114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK7114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7114+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2003 AK7114_ROD/PIPE-DEPTH: 8.5 meters AK7114 AK7114 HISTORY - Date Condition Report By AK7114 HISTORY - 1991 MONUMENTED KEISCH AK7114 HISTORY - 19930511 GOOD KEISCH AK7114 HISTORY - 20030911 GOOD FL-105 AK7114 AK7114 STATION DESCRIPTION AK7114 AK7114'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AK7114'THE STATION IS LOCATED ABOUT 9 MI (14.5 KM) EAST OF HAINES CITY IN THE AK7114'POINCIANA SUBDIVISION IN THE EAST RIGHT-OF-WAY OF FALCON ROAD NEAR AK7114'THE NORTHEAST CORNER OF SECTION 36, TOWNSHIP 27 SOUTH, RANGE 28 EAST, AK7114'POLK COUNTY, FLORIDA. AK7114'TO REACH THE STATION FROM THE INTERSECTION OF U.S 17-92 AND C.R. 580 AK7114'IN HAINES CITY, GO EAST ON C.R. 580 FOR 9.5 MI (15.3 KM) TO THE AK7114'INTERSECTION OF C.R. 580 (CYPRESS PKWY) AND MARIGOLD AVENUE. TURN AK7114'RIGHT AND GO SOUTH ON MARIGOLD 2.2 MI (3.5 KM) TO THE INTERSECTION OF AK7114'MARIGOLD AVENUE AND PALMETTO ROAD. TURN LEFT AND GO EAST ON PALMETTO AK7114'ROAD 0.7 MI (1.1 KM) TO THE INTERSECTION OF PALMETTO ROAD AND FALCON AK7114'RD. TURN RIGHT AND GO SOUTH ON FALCON ROAD 1.3 MI (2.1 KM) TO THE AK7114'INTERSECTION OF FALCON ROAD AND FUMLER CT. THE STATION LIES IN THE AK7114'NORTHEAST CORNER OF THE INTERSECTION, 6.4 FT (2.0 M) EAST OF THE EAST AK7114'EDGE OF PAVEMENT OF FALCON ROAD AND 7.9 FT (2.4 M) NORTH OF THE NORTH AK7114'EDGE OF PAVEMENT OF FULMAR CT. ACCESS TO DATUM POINT--THE STATION IS AK7114'RECESSED 0.7 FT (0.2 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS AK7114'MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AK7114'REFERENCES-- AK7114'FOUND P.K. AND DISC, STAMPED PCP LB 762, SOUTH 35 DEGREES WEST AT AK7114'32.14 FT (9.80 M). AK7114'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 10 AK7114'DEGREES WEST AT 32.64 FT (9.95 M). AK7114'KEITH AND SCHNARS NAIL AND DISC, SET IN 11 INCH DIAMETER PINE TREE, AK7114'NORTH 63 DEGREES EAST AT 60.30 FT (18.38 M). AK7114'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 13 AK7114'DEGREES EAST AT 36.34 FT (11.08 M). AK7114'SET CARSONITE WITNESS POST, SOUTH 60 DEGREES EAST AT 18.63 FT AK7114'(5.68 M). AK7114 AK7114 STATION RECOVERY (1993) AK7114 AK7114'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1993 AK7114'THE STATION IS LOCATED ABOUT 9 MI (14.5 KM) EAST OF HAINES CITY IN THE AK7114'POINCIANA SUBDIVISION IN THE EAST RIGHT-OF-WAY OF FALCON ROAD NEAR AK7114'THE NORTHEAST CORNER OF SECTION 36, TOWNSHIP 27 SOUTH, RANGE 28 EAST, AK7114'POLK COUNTY, FLORIDA. AK7114'TO REACH THE STATION FROM THE INTERSECTION OF U.S 17-92 AND C.R. 580 AK7114'IN HAINES CITY, GO EAST ON C.R. 580 FOR 9.5 MI (15.3 KM) TO THE AK7114'INTERSECTION OF C.R. 580 (CYPRESS PKWY) AND MARIGOLD AVENUE. TURN AK7114'RIGHT AND GO SOUTH ON MARIGOLD 2.2 MI (3.5 KM) TO THE INTERSECTION OF AK7114'MARIGOLD AVENUE AND PALMETTO ROAD. TURN LEFT AND GO EAST ON PALMETTO AK7114'ROAD 0.7 MI (1.1 KM) TO THE INTERSECTION OF PALMETTO ROAD AND FALCON AK7114'RD. TURN RIGHT AND GO SOUTH ON FALCON ROAD 1.3 MI (2.1 KM) TO THE AK7114'INTERSECTION OF FALCON ROAD AND FUMLER CT. THE STATION LIES IN THE AK7114'NORTHEAST CORNER OF THE INTERSECTION, 6.4 FT (2.0 M) EAST OF THE EAST AK7114'EDGE OF PAVEMENT OF FALCON ROAD AND 7.9 FT (2.4 M) NORTH OF THE NORTH AK7114'EDGE OF PAVEMENT OF FULMAR CT. ACCESS TO DATUM POINT--THE STATION IS AK7114'RECESSED 0.7 FT (0.2 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS AK7114'MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AK7114'REFERENCES-- AK7114'FOUND P.K. AND DISC, STAMPED PCP LB 762, SOUTH 35 DEGREES WEST AT AK7114'32.14 FT (9.80 M). AK7114'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 10 AK7114'DEGREES WEST AT 32.64 FT (9.95 M). AK7114'KEITH AND SCHNARS NAIL AND DISC, SET IN 11 INCH DIAMETER PINE TREE, AK7114'NORTH 63 DEGREES EAST AT 60.30 FT (18.38 M). AK7114'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 13 AK7114'DEGREES EAST AT 36.34 FT (11.08 M). AK7114'SET CARSONITE WITNESS POST, SOUTH 60 DEGREES EAST AT 18.63 FT AK7114'(5.68 M). AK7114 AK7114 STATION RECOVERY (2003) AK7114 AK7114'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK7114'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AK7114'APPRAISER GIS DEPARTMENT. SET CARSONITE WITNESS POST EAST AT 20.6'FT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK7115 *********************************************************************** AK7115 DESIGNATION - K094 AK7115 PID - AK7115 AK7115 STATE/COUNTY- FL/POLK AK7115 USGS QUAD - LAKE HATCHINEHA (1987) AK7115 AK7115 *CURRENT SURVEY CONTROL AK7115 ___________________________________________________________________ AK7115* NAD 83(1999)- 28 05 57.24954(N) 081 27 28.21730(W) ADJUSTED AK7115* NAVD 88 - 18.0 (meters) 59. (feet) VERTCON AK7115 ___________________________________________________________________ AK7115 X - 836,344.414 (meters) COMP AK7115 Y - -5,568,079.722 (meters) COMP AK7115 Z - 2,986,206.473 (meters) COMP AK7115 LAPLACE CORR- -2.20 (seconds) DEFLEC99 AK7115 ELLIP HEIGHT- -9.38 (meters) (07/06/01) GPS OBS AK7115 GEOID HEIGHT- -27.40 (meters) GEOID99 AK7115 AK7115 HORZ ORDER - SECOND AK7115 ELLP ORDER - FOURTH CLASS II AK7115 AK7115.The horizontal coordinates were established by GPS observations AK7115.and adjusted by the National Geodetic Survey in July 2001. AK7115 AK7115.The NAVD 88 height was computed by applying the VERTCON shift value to AK7115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AK7115 AK7115.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7115 AK7115.The Laplace correction was computed from DEFLEC99 derived deflections. AK7115 AK7115.The ellipsoidal height was determined by GPS observations AK7115.and is referenced to NAD 83. AK7115 AK7115.The geoid height was determined by GEOID99. AK7115 AK7115; North East Units Scale Converg. AK7115;SPC FL W - 417,324.420 253,276.431 MT 0.99997620 +0 15 19.3 AK7115;UTM 17 - 3,108,279.964 455,025.237 MT 0.99962496 -0 12 56.3 AK7115 AK7115: Primary Azimuth Mark Grid Az AK7115:SPC FL W - K093 180 39 48.3 AK7115:UTM 17 - K093 181 08 03.9 AK7115 AK7115|---------------------------------------------------------------------| AK7115| PID Reference Object Distance Geod. Az | AK7115| dddmmss.s | AK7115| AK7114 K093 APPROX. 0.6 KM 1805507.6 | AK7115|---------------------------------------------------------------------| AK7115 AK7115 SUPERSEDED SURVEY CONTROL AK7115 AK7115 NAD 83(1990)- 28 05 57.24910(N) 081 27 28.21752(W) AD( ) 2 AK7115 ELLIP H (12/04/92) -9.35 (m) GP( ) 3 2 AK7115 NGVD 29 (12/04/92) 18.3 (m) 60. (f) GPS OBS AK7115 AK7115.Superseded values are not recommended for survey control. AK7115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7115.See file dsdata.txt to determine how the superseded data were derived. AK7115 AK7115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM5502508280(NAD 83) AK7115_MARKER: I = METAL ROD AK7115_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK7115_STAMPING: K094 1991 AK7115_MARK LOGO: NGS AK7115_PROJECTION: RECESSED 21 CENTIMETERS AK7115_MAGNETIC: N = NO MAGNETIC MATERIAL AK7115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK7115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7115+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2003 AK7115_ROD/PIPE-DEPTH: 7.3 meters AK7115 AK7115 HISTORY - Date Condition Report By AK7115 HISTORY - 1991 MONUMENTED KEISCH AK7115 HISTORY - 20030911 GOOD FL-105 AK7115 AK7115 STATION DESCRIPTION AK7115 AK7115'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AK7115'THE STATION IS LOCATED ABOUT 9 MI (14.5 KM) EAST OF HAINES CITY IN THE AK7115'POINCIANA SUBDIVISION IN THE EAST RIGHT-OF-WAY OF FALCON ROAD NEAR AK7115'THE NORTHEAST CORNER OF SECTION 36, TOWNSHIP 27 SOUTH, RANGE 28 EAST, AK7115'POLK COUNTY, FLORIDA. AK7115'TO REACH THE STATION FROM THE INTERSECTION OF U.S 17-92 AND C.R. 580 AK7115'IN HAINES CITY, GO EAST ON C.R. 580 FOR 9.5 MI (15.3 KM) TO THE AK7115'INTERSECTION OF C.R. 580 (CYPRESS PKWY) AND MARIGOLD AVENUE. TURN AK7115'RIGHT AND GO SOUTH ON MARIGOLD 2.2 MI (3.5 KM) TO THE INTERSECTION OF AK7115'MARIGOLD AVENUE AND PALMETTO ROAD. TURN LEFT AND GO EAST ON PALMETTO AK7115'ROAD 0.7 MI (1.1 KM) TO THE INTERSECTION OF PALMETTO ROAD AND FALCON AK7115'RD. TURN RIGHT AND GO SOUTH ON FALCON ROAD 0.9 MI (1.4 KM) TO THE AK7115'INTERSECTION OF FALCON ROAD AND WREN LANE. THE STATION IS IN THE AK7115'NORTHEAST CORNER OF THE INTERSECTION, 3.5 FT (1.1 M) EAST OF THE EAST AK7115'EDGE OF PAVEMENT OF FALCON ROAD, 8.5 FT (2.6 M) NORTH OF THE NORTH AK7115'EDGE OF PAVEMENT OF WREN LANE, AND 71 FT (21.6 M) SOUTH OF A CONCRETE AK7115'MITERED END. ACCESS TO DATUM POINT--THE STATION IS RECESSED 0.7 FT AK7115'(0.2 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON A 5 AK7115'1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AK7115'REFERENCES-- AK7115'FOUND P.K. AND DISC, STAMPED PCP LB 762, SOUTH 7 DEGREES WEST AT AK7115'34.07 FT (10.38 M). AK7115'X-CUT, SET IN EAST END OF CONCRETE MITERED END, NORTH 8 DEGREES WEST AK7115'AT 71.18 FT (21.70 M). AK7115'KEITH AND SCHNARS NAIL AND DISC, SET IN 16 INCH DIAMETER PINE TREE, AK7115'NORTH 47 DEGREES EAST AT 91.59 FT (27.92 M). AK7115'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 6-87390), AK7115'SOUTH 29 DEGREES EAST AT 67.17 FT (20.47 M). AK7115'SET CARSONITE WITNESS POST, SOUTH 67 DEGREES EAST AT 25.15 FT AK7115'(7.67 M). AK7115 AK7115 STATION RECOVERY (2003) AK7115 AK7115'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK7115'RECOVEREWD AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AK7115'APPRAISER GIS DEPARTMENT. SET CARSONITE WITNESS POST N65E AT 30.0'FT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7628 *********************************************************************** AF7628 DESIGNATION - K101 AF7628 PID - AF7628 AF7628 STATE/COUNTY- FL/POLK AF7628 USGS QUAD - LAKE WEOHYAKAPKA SE (1993) AF7628 AF7628 *CURRENT SURVEY CONTROL AF7628 ___________________________________________________________________ AF7628* NAD 83(1999)- 27 48 48.99403(N) 081 21 59.10529(W) ADJUSTED AF7628* NAVD 88 - 24.0 (meters) 79. (feet) VERTCON AF7628 ___________________________________________________________________ AF7628 X - 847,456.058 (meters) COMP AF7628 Y - -5,581,414.578 (meters) COMP AF7628 Z - 2,958,250.583 (meters) COMP AF7628 LAPLACE CORR- -1.76 (seconds) DEFLEC99 AF7628 ELLIP HEIGHT- -2.79 (meters) (07/06/01) GPS OBS AF7628 GEOID HEIGHT- -26.81 (meters) GEOID99 AF7628 AF7628 HORZ ORDER - SECOND AF7628 ELLP ORDER - FOURTH CLASS II AF7628 AF7628.The horizontal coordinates were established by GPS observations AF7628.and adjusted by the National Geodetic Survey in July 2001. AF7628 AF7628.The NAVD 88 height was computed by applying the VERTCON shift value to AF7628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7628 AF7628.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7628 AF7628.The Laplace correction was computed from DEFLEC99 derived deflections. AF7628 AF7628.The ellipsoidal height was determined by GPS observations AF7628.and is referenced to NAD 83. AF7628 AF7628.The geoid height was determined by GEOID99. AF7628 AF7628; North East Units Scale Converg. AF7628;SPC FL W - 385,715.831 262,424.250 MT 0.99998926 +0 17 44.3 AF7628;UTM 17 - 3,076,609.059 463,910.904 MT 0.99961608 -0 10 15.5 AF7628 AF7628 SUPERSEDED SURVEY CONTROL AF7628 AF7628 NAD 83(1990)- 27 48 48.99416(N) 081 21 59.10542(W) AD( ) 2 AF7628 ELLIP H (12/04/92) -2.79 (m) GP( ) 3 2 AF7628 NGVD 29 (12/04/92) 24.3 (m) 80. (f) GPS OBS AF7628 AF7628.Superseded values are not recommended for survey control. AF7628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7628.See file dsdata.txt to determine how the superseded data were derived. AF7628 AF7628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6391176609(NAD 83) AF7628_MARKER: I = METAL ROD AF7628_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7628_STAMPING: K101 1991 AF7628_MARK LOGO: NGS AF7628_PROJECTION: RECESSED 36 CENTIMETERS AF7628_MAGNETIC: N = NO MAGNETIC MATERIAL AF7628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7628+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2003 AF7628_ROD/PIPE-DEPTH: 14.6 meters AF7628 AF7628 HISTORY - Date Condition Report By AF7628 HISTORY - 1991 MONUMENTED KEISCH AF7628 HISTORY - 19970210 GOOD USPSQD AF7628 HISTORY - 20030926 GOOD FL-105 AF7628 AF7628 STATION DESCRIPTION AF7628 AF7628'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7628'THE STATION IS LOCATED IN INDIAN LAKE ESTATES IN THE MEDIAN OF ORANGE AF7628'AVENUE NEAR THE NORTHWEST CORNER OF SECTION 6, TOWNSHIP 31 SOUTH, AF7628'RANGE 30 EAST, POLK COUNTY, FLORIDA. OWERNSHIP - INDIAN LAKE ESTATES AF7628'TO REACH THE STATION FROM THE INTERSECTION OF S.R 60 AND U.S. 27 IN AF7628'LAKE WALES, GO EAST ON S.R. 60 FOR 18 MI (29.0 KM) TO THE AF7628'INTERSECTION OF S.R.60 AND DELAND AVENUE WHICH IS THE ENTRANCE TO AF7628'INDIAN LAKE ESTATES. TURN RIGHT AND GO SOUTHWEST ON DELAND AVENUE 0.2 AF7628'MI (0.3 KM) TO THE INTERSECTION OF DELAND AVENUE AND PARK AVENUE. AF7628'TURN RIGHT AND GO NORTHWEST AND THEN WEST ON PARK AVENUE 2.0 MI AF7628'(3.2 KM) TO THE INTERSECTION OF PARK AVENUE AND ORANGE AVENUE. THE AF7628'STATION LIES IN THE NORTH MEDIAN OF ORANGE AVENUE, 20 FT (6.1 M) AF7628'SOUTH OF A LIGHT POLE, 4.6 FT (1.4 M) WEST OF THE WEST EDGE OF AF7628'PAVEMENT OF THE NORTHBOUND LANE, AND 5.6 FT (1.7 M) NORTH OF THE AF7628'BULLNOSE. ACCESS TO DATUM POINT--THE STATION IS RECESSED 1.2 FT AF7628'(0.4 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON A 5 AF7628'1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. CONTACT INDIAN AF7628'LAKE ESTATES SECURITY FOR STATION ACCESS AFTER 8 PM. (813) 692-1561 AF7628'REFERENCES-- AF7628'X-CUT, SET IN TOP OF 6 INCH CONCRETE CURB, SOUTH 41 DEGREES WEST AT AF7628'54.91 FT (16.74 M). AF7628'X-CUT, SET IN TOP OF 6 INCH CONCRETE CURB, WEST AT 36.19 FT (11.03 M) AF7628'X-CUT, SET IN CONCRETE BASE OF LIGHT POLE, NORTH 17 DEGREES WEST AT AF7628'20.66 FT (6.30 M). AF7628'X-CUT, SET IN TOP OF 6 INCH CONCRETE CURB, SOUTH 30 DEGREES EAST AT AF7628'46.36 FT (14.13 M). AF7628'SET CARSONITE WITNESS POST, NORTH 89 DEGREES EAST AT 3.55 FT (1.08 M) AF7628 AF7628 STATION RECOVERY (1997) AF7628 AF7628'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7628'RECOVERED IN GOOD CONDITION. AF7628 AF7628 STATION RECOVERY (2003) AF7628 AF7628'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7628'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7628'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7629 *********************************************************************** AF7629 DESIGNATION - K102 AF7629 PID - AF7629 AF7629 STATE/COUNTY- FL/POLK AF7629 USGS QUAD - LAKE WEOHYAKAPKA SE (1993) AF7629 AF7629 *CURRENT SURVEY CONTROL AF7629 ___________________________________________________________________ AF7629* NAD 83(1999)- 27 49 14.86036(N) 081 21 59.10619(W) ADJUSTED AF7629* NAVD 88 - 22.3 (meters) 73. (feet) VERTCON AF7629 ___________________________________________________________________ AF7629 X - 847,400.029 (meters) COMP AF7629 Y - -5,581,045.728 (meters) COMP AF7629 Z - 2,958,953.995 (meters) COMP AF7629 LAPLACE CORR- -1.79 (seconds) DEFLEC99 AF7629 ELLIP HEIGHT- -4.51 (meters) (07/06/01) GPS OBS AF7629 GEOID HEIGHT- -26.83 (meters) GEOID99 AF7629 AF7629 HORZ ORDER - SECOND AF7629 ELLP ORDER - FOURTH CLASS II AF7629 AF7629.The horizontal coordinates were established by GPS observations AF7629.and adjusted by the National Geodetic Survey in July 2001. AF7629 AF7629.The NAVD 88 height was computed by applying the VERTCON shift value to AF7629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7629 AF7629.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7629 AF7629.The Laplace correction was computed from DEFLEC99 derived deflections. AF7629 AF7629.The ellipsoidal height was determined by GPS observations AF7629.and is referenced to NAD 83. AF7629 AF7629.The geoid height was determined by GEOID99. AF7629 AF7629; North East Units Scale Converg. AF7629;SPC FL W - 386,512.039 262,420.117 MT 0.99998925 +0 17 44.5 AF7629;UTM 17 - 3,077,404.977 463,913.255 MT 0.99961607 -0 10 15.6 AF7629 AF7629 SUPERSEDED SURVEY CONTROL AF7629 AF7629 NAD 83(1990)- 27 49 14.86031(N) 081 21 59.10628(W) AD( ) 2 AF7629 ELLIP H (12/04/92) -4.51 (m) GP( ) 3 2 AF7629 NGVD 29 (12/04/92) 22.6 (m) 74. (f) GPS OBS AF7629 AF7629.Superseded values are not recommended for survey control. AF7629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7629.See file dsdata.txt to determine how the superseded data were derived. AF7629 AF7629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6391377405(NAD 83) AF7629_MARKER: I = METAL ROD AF7629_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7629_STAMPING: K102 1991 AF7629_MARK LOGO: NGS AF7629_PROJECTION: RECESSED 30 CENTIMETERS AF7629_MAGNETIC: N = NO MAGNETIC MATERIAL AF7629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7629+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2003 AF7629_ROD/PIPE-DEPTH: 15.8 meters AF7629 AF7629 HISTORY - Date Condition Report By AF7629 HISTORY - 1991 MONUMENTED KEISCH AF7629 HISTORY - 19970210 GOOD USPSQD AF7629 HISTORY - 20030926 GOOD FL-105 AF7629 AF7629 STATION DESCRIPTION AF7629 AF7629'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7629'THE STATION IS LOCATED IN INDIAN LAKE ESTATES AT THE NORTH END OF AF7629'ORANGE AVENUE NEAR THE NORTHWEST CORNER OF SECTION 6, TOWNSHIP 31 AF7629'SOUTH, RANGE 30 EAST, POLK COUNTY, FLORIDA. OWERSHIP - INDIAN LAKE AF7629'EASTATES. AF7629'TO REACH THE STATION FROM THE INTERSECTION OF S.R 60 AND U.S. 27 IN AF7629'LAKE WALES, GO EAST ON S.R. 60 18 MI (29.0 KM) TO THE INTERSECTION OF AF7629'S.R.60 AND DELAND AVENUE WHICH IS THE ENTRANCE TO INDIAN LAKE AF7629'ESTATES. TURN RIGHT AND GO SOUTHWEST ON DELAND 0.2 MI (0.3 KM) TO THE AF7629'INTERSECTION OF DELAND AVENUE AND PARK AVENUE. TURN RIGHT AND GO AF7629'NORTHWEST AND THEN WEST ON PARK AVENUE 2.0 MI (3.2 KM) TO THE AF7629'INTERSECTION OF PARK AVENUE AND ORANGE AVENUE. TURN RIGHT AND GO AF7629'NORTH ON ORANGE FOR 0.5 MI (0.8 KM) TO THE STATION TO THE NORTH. THE AF7629'STATION LIES 70.5 FT (21.5 M) NORTH OF THE EDGE OF PAVEMENT AND 81 FT AF7629'(24.7 M) NORTHEAST OF A POWER POLE (NUMBER 51-57-44). ACCESS TO DATUM AF7629'POINT--THE STATION IS RECESSED 1.0 FT (0.3 M) BELOW GROUND INSIDE A AF7629'NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET AF7629'IN A CONCRETE COLLAR. CONTACT INDIAN LAKE ESTATES SECURITY FOR AF7629'STATION ACCESS AFTER 8 PM. (813) 692-1561 AF7629'REFERENCES-- AF7629'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 INCH IRON ROD, SOUTH AT AF7629'35.15 FT (10.71 M). AF7629'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 51-57-44), AF7629'SOUTH 48 DEGREES WEST AT 81.24 FT (24.76 M). AF7629'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 INCH IRON ROD, NORTH 86 AF7629'DEGREES WEST AT 28.71 FT (8.75 M). AF7629'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 INCH IRON ROD, SOUTH 85 AF7629'DEGREES EAST AT 19.85 FT (6.05 M). AF7629'SET CARSONITE WITNESS POST, NORTH 3 DEGREES WEST AT 12.78 FT (3.90 M) AF7629 AF7629 STATION RECOVERY (1997) AF7629 AF7629'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7629'RECOVERED IN GOOD CONDITION. AF7629 AF7629 STATION RECOVERY (2003) AF7629 AF7629'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7629'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7629'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7632 *********************************************************************** AF7632 DESIGNATION - K104 AF7632 PID - AF7632 AF7632 STATE/COUNTY- FL/POLK AF7632 USGS QUAD - HESPERIDES (1972) AF7632 AF7632 *CURRENT SURVEY CONTROL AF7632 ___________________________________________________________________ AF7632* NAD 83(1999)- 27 54 04.70225(N) 081 23 13.62647(W) ADJUSTED AF7632* NAVD 88 - 20.8 (meters) 68. (feet) VERTCON AF7632 ___________________________________________________________________ AF7632 X - 844,758.987 (meters) COMP AF7632 Y - -5,577,227.537 (meters) COMP AF7632 Z - 2,966,841.067 (meters) COMP AF7632 LAPLACE CORR- -2.14 (seconds) DEFLEC99 AF7632 ELLIP HEIGHT- -6.18 (meters) (07/06/01) GPS OBS AF7632 GEOID HEIGHT- -27.03 (meters) GEOID99 AF7632 AF7632 HORZ ORDER - SECOND AF7632 ELLP ORDER - FOURTH CLASS II AF7632 AF7632.The horizontal coordinates were established by GPS observations AF7632.and adjusted by the National Geodetic Survey in July 2001. AF7632 AF7632.The NAVD 88 height was computed by applying the VERTCON shift value to AF7632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7632 AF7632.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7632 AF7632.The Laplace correction was computed from DEFLEC99 derived deflections. AF7632 AF7632.The ellipsoidal height was determined by GPS observations AF7632.and is referenced to NAD 83. AF7632 AF7632.The geoid height was determined by GEOID99. AF7632 AF7632; North East Units Scale Converg. AF7632;SPC FL W - 395,423.525 260,336.110 MT 0.99998609 +0 17 12.5 AF7632;SPC FL E - 395,332.760 161,889.746 MT 0.99995910 -0 10 52.2 AF7632;UTM 17 - 3,086,329.856 461,902.749 MT 0.99961791 -0 10 52.2 AF7632 AF7632 SUPERSEDED SURVEY CONTROL AF7632 AF7632 NAD 83(1990)- 27 54 04.70223(N) 081 23 13.62667(W) AD( ) 2 AF7632 ELLIP H (12/04/92) -6.18 (m) GP( ) 3 2 AF7632 NGVD 29 (12/04/92) 21.1 (m) 69. (f) GPS OBS AF7632 AF7632.Superseded values are not recommended for survey control. AF7632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7632.See file dsdata.txt to determine how the superseded data were derived. AF7632 AF7632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6190386330(NAD 83) AF7632_MARKER: I = METAL ROD AF7632_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7632_STAMPING: K104 1991 AF7632_MARK LOGO: NGS AF7632_PROJECTION: RECESSED 15 CENTIMETERS AF7632_MAGNETIC: N = NO MAGNETIC MATERIAL AF7632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7632+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2003 AF7632_ROD/PIPE-DEPTH: 2.7 meters AF7632 AF7632 HISTORY - Date Condition Report By AF7632 HISTORY - 1991 MONUMENTED KEISCH AF7632 HISTORY - 19970210 GOOD USPSQD AF7632 HISTORY - 20030926 GOOD FL-105 AF7632 AF7632 STATION DESCRIPTION AF7632 AF7632'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7632'THE STATION IS LOCATED 12 MI (19.3 KM) EAST OF LAKE WALES IN THE WEST AF7632'RIGHT-OF-WAY OF TIGER LAKE ROAD IN SECTION 2, TOWNSHIP 30 SOUTH, AF7632'RANGE 29 EAST, POLK COUNTY, FLORIDA. AF7632'TO REACH THE STATION FROM THE INTERSECTION OF TIGER LAKE ROAD AND S.R. AF7632'60 EAST OF LAKE WALES, GO NORTH ON TIGER LAKE ROAD 2.2 MI (3.5 KM) TO AF7632'A CURVE TO THE EAST. THE STATION LIES TO THE WEST QUADRANT, 9.3 FT AF7632'(2.8 M) WEST OF THE WEST EDGE OF PAVEMENT, 155 FT (47.2 M) NORTH OF A AF7632'POWER POLE (NUMBER 143-59) LOCATED ON THE WEST SIDE OF THE ROAD, AND AF7632'150 FT (45.7 M) NORTH NORTHWEST OF A STUB POLE (NUMBER 143-56) AF7632'LOCATED ON THE EAST SIDE OF THE ROAD. ACCESS TO DATUM POINT--THE AF7632'STATION IS RECESSED 0.5 FT (0.2 M) BELOW GROUND INSIDE A NGS LOGO CAP AF7632'WHICH IS MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE AF7632'COLLAR. AF7632'REFEREENCES-- AF7632'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 143-59), AF7632'SOUTH 8 DEGREES WEST AT 155.90 FT (47.52 M). AF7632'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 58 AF7632'DEGREES EAST AT 14.02 FT (4.27 M). AF7632'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 50 AF7632'DEGREES EAST AT 14.66 FT (4.47 M). AF7632'KEITH AND SCHNARS NAIL AND DISC, SET IN STUB POLE (NUMBER 143-56), AF7632'SOUTH 16 DEGREES EAST AT 150.04 FT (45.73 M). AF7632'FOUND 4 INCH BY 4 INCH CONCRETE MONUMENT, NORTH 15 DEGREES WEST AT AF7632'13.19 FT (4.02 M). AF7632'SET CARSONITE WITNESS POST, NORTH 7 DEGREES EAST AT 12.87 FT (3.92 M) AF7632 AF7632 STATION RECOVERY (1997) AF7632 AF7632'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7632'RECOVERED IN GOOD CONDITION. AF7632 AF7632 STATION RECOVERY (2003) AF7632 AF7632'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7632'RECOVERED AS DESCRIBED.RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER AF7632'GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7633 *********************************************************************** AF7633 DESIGNATION - K105 AF7633 PID - AF7633 AF7633 STATE/COUNTY- FL/POLK AF7633 USGS QUAD - HESPERIDES (1972) AF7633 AF7633 *CURRENT SURVEY CONTROL AF7633 ___________________________________________________________________ AF7633* NAD 83(1999)- 27 54 04.48590(N) 081 22 39.81671(W) ADJUSTED AF7633* NAVD 88 - 18.4 (meters) 60. (feet) VERTCON AF7633 ___________________________________________________________________ AF7633 X - 845,673.316 (meters) COMP AF7633 Y - -5,577,090.005 (meters) COMP AF7633 Z - 2,966,834.072 (meters) COMP AF7633 LAPLACE CORR- -2.04 (seconds) DEFLEC99 AF7633 ELLIP HEIGHT- -8.55 (meters) (07/06/01) GPS OBS AF7633 GEOID HEIGHT- -27.04 (meters) GEOID99 AF7633 AF7633 HORZ ORDER - SECOND AF7633 ELLP ORDER - FOURTH CLASS II AF7633 AF7633.The horizontal coordinates were established by GPS observations AF7633.and adjusted by the National Geodetic Survey in July 2001. AF7633 AF7633.The NAVD 88 height was computed by applying the VERTCON shift value to AF7633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7633 AF7633.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7633 AF7633.The Laplace correction was computed from DEFLEC99 derived deflections. AF7633 AF7633.The ellipsoidal height was determined by GPS observations AF7633.and is referenced to NAD 83. AF7633 AF7633.The geoid height was determined by GEOID99. AF7633 AF7633; North East Units Scale Converg. AF7633;SPC FL W - 395,421.529 261,260.736 MT 0.99998748 +0 17 28.3 AF7633;SPC FL E - 395,323.213 162,814.299 MT 0.99995824 -0 10 36.3 AF7633;UTM 17 - 3,086,320.312 462,826.986 MT 0.99961706 -0 10 36.3 AF7633 AF7633 SUPERSEDED SURVEY CONTROL AF7633 AF7633 NAD 83(1990)- 27 54 04.48587(N) 081 22 39.81696(W) AD( ) 2 AF7633 ELLIP H (12/04/92) -8.55 (m) GP( ) 3 2 AF7633 NGVD 29 (12/04/92) 18.8 (m) 62. (f) GPS OBS AF7633 AF7633.Superseded values are not recommended for survey control. AF7633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7633.See file dsdata.txt to determine how the superseded data were derived. AF7633 AF7633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6282786320(NAD 83) AF7633_MARKER: I = METAL ROD AF7633_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7633_STAMPING: K105 1991 AF7633_MARK LOGO: NGS AF7633_PROJECTION: RECESSED 21 CENTIMETERS AF7633_MAGNETIC: N = NO MAGNETIC MATERIAL AF7633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7633+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 AF7633_ROD/PIPE-DEPTH: 9.7 meters AF7633 AF7633 HISTORY - Date Condition Report By AF7633 HISTORY - 1991 MONUMENTED KEISCH AF7633 HISTORY - 19970210 GOOD USPSQD AF7633 HISTORY - 20030923 GOOD FL-105 AF7633 AF7633 STATION DESCRIPTION AF7633 AF7633'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7633'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) EAST OF LAKE WALES IN THE AF7633'SOUTH RIGHT-OF-WAY OF TIGER LAKE ROAD IN SECTION 1, TOWNSHIP 30 AF7633'SOUTH, RANGE 29 EAST, POLK COUNTY, FLORIDA. AF7633'TO REACH THE STATION FROM THE INTERSECTION OF TIGER LAKE ROAD AND S.R. AF7633'60 EAST OF LAKE WALES, GO NORTH AND THEN EAST ON TIGER LAKE ROAD 2.7 AF7633'MI (4.3 KM) TO THE STATION IN THE SOUTH RIGHT-OF-WAY. THE STATION AF7633'LIES 200 FT (61.0 M) WEST OF THE ENTRANCE TO THE LIONS CLUB CAMP, 4.5 AF7633'FT (1.4 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT, AND 20 FT (6.1 M) AF7633'NORTH OF A BARBWIRE FENCE. ACCESS TO DATUM POINT--THE STATION IS AF7633'RECESSED 0.7 FT (0.2 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS AF7633'MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AF7633'REFERENCES-- AF7633'KEITH AND SCNHARS NAIL AND DISC, SET IN FENCE POST, SOUTH 41 DEGREES AF7633'WEST AT 26.80 FT (8.17 M). AF7633'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 70 AF7633'DEGREES WEST AT 15.82 FT (4.82 M). AF7633'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 69 AF7633'DEGREES EAST AT 13.44 FT (4.10 M). AF7633'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, SOUTH 37 DEGREE AF7633'EAST AT 26.57 FT (8.10 M). AF7633'SET CARSONITE WITNESS POST, SOUTH 1 DEGREE EAST AT 19.89 FT (6.06 M). AF7633 AF7633 STATION RECOVERY (1997) AF7633 AF7633'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7633'RECOVERED IN GOOD CONDITION. AF7633 AF7633 STATION RECOVERY (2003) AF7633 AF7633'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7633'RECOVERED AS DESCRIBED.RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER AF7633'GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7649 *********************************************************************** AF7649 DESIGNATION - K118 AF7649 PID - AF7649 AF7649 STATE/COUNTY- FL/POLK AF7649 USGS QUAD - LAKE MARIAN SW (1972) AF7649 AF7649 *CURRENT SURVEY CONTROL AF7649 ___________________________________________________________________ AF7649* NAD 83(1999)- 27 49 13.78573(N) 081 13 08.84446(W) ADJUSTED AF7649* NAVD 88 - 17.2 (meters) 56. (feet) VERTCON AF7649 ___________________________________________________________________ AF7649 X - 861,746.518 (meters) COMP AF7649 Y - -5,578,859.529 (meters) COMP AF7649 Z - 2,958,922.317 (meters) COMP AF7649 LAPLACE CORR- -0.21 (seconds) DEFLEC99 AF7649 ELLIP HEIGHT- -9.70 (meters) (07/06/01) GPS OBS AF7649 GEOID HEIGHT- -26.96 (meters) GEOID99 AF7649 AF7649 HORZ ORDER - SECOND AF7649 ELLP ORDER - FOURTH CLASS II AF7649 AF7649.The horizontal coordinates were established by GPS observations AF7649.and adjusted by the National Geodetic Survey in July 2001. AF7649 AF7649.The NAVD 88 height was computed by applying the VERTCON shift value to AF7649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7649 AF7649.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7649 AF7649.The Laplace correction was computed from DEFLEC99 derived deflections. AF7649 AF7649.The ellipsoidal height was determined by GPS observations AF7649.and is referenced to NAD 83. AF7649 AF7649.The geoid height was determined by GEOID99. AF7649 AF7649; North East Units Scale Converg. AF7649;SPC FL W - 386,562.563 276,932.206 MT 1.00001420 +0 21 52.0 AF7649;SPC FL E - 386,337.151 178,412.237 MT 0.99994693 -0 06 08.2 AF7649;UTM 17 - 3,077,337.315 478,419.602 MT 0.99960575 -0 06 08.2 AF7649 AF7649 SUPERSEDED SURVEY CONTROL AF7649 AF7649 NAD 83(1990)- 27 49 13.78555(N) 081 13 08.84431(W) AD( ) 2 AF7649 ELLIP H (12/04/92) -9.69 (m) GP( ) 3 2 AF7649 NGVD 29 (12/04/92) 17.6 (m) 58. (f) GPS OBS AF7649 AF7649.Superseded values are not recommended for survey control. AF7649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7649.See file dsdata.txt to determine how the superseded data were derived. AF7649 AF7649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML7842077337(NAD 83) AF7649_MARKER: I = METAL ROD AF7649_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7649_STAMPING: K118 1991 AF7649_MARK LOGO: NGS AF7649_PROJECTION: RECESSED 21 CENTIMETERS AF7649_MAGNETIC: N = NO MAGNETIC MATERIAL AF7649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7649+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2003 AF7649_ROD/PIPE-DEPTH: 6.7 meters AF7649 AF7649 HISTORY - Date Condition Report By AF7649 HISTORY - 1991 MONUMENTED KEISCH AF7649 HISTORY - 19930511 GOOD KEISCH AF7649 HISTORY - 20030930 GOOD FL-105 AF7649 AF7649 STATION DESCRIPTION AF7649 AF7649'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7649'THE STATION IS LOCATED ABOUT 23 MI (37.0 KM) EAST OF LAKE WALES IN THE AF7649'EAST RIGHT-OF-WAY OF SHADY OAKS ROAD NEAR THE NORTHWEST CORNER OF AF7649'SECTION 34, TOWNSHIP 30 SOUTH, RANGE 31 EAST, POLK COUNTY, FLORIDA. AF7649'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 60 AND C.R. 630 AF7649'EAST OF INDIAN LAKE ESTATES, GO EAST ON S.R. 60 FOR 5.25 MI AF7649'(8.45 KM) TO THE INTERSECTION OF S.R. 60 AND GRAPE HAMMOCK ROAD. TURN AF7649'LEFT AND GO NORTHEAST 0.8 MI (1.3 KM) TO THE INTERSECTION OF GRAPE AF7649'HAMMOCK ROAD AND SHADY OAKS ROAD. TURN LEFT AND GO NORTH ON SHADY AF7649'OAKS ROAD 0.4 MI (0.6 KM) TO THE STATION IN THE EAST RIGHT-OF-WAY. AF7649'THE STATION LIES 239 FT (72.8 M) SOUTH OF ENTRANCE TO SHADY HAMMOCK AF7649'BAPTIST MISSION, 9.1 FT (2.8 M) EAST OF THE EAST EDGE OF PAVEMENT, 21 AF7649'FT (6.4 M) WEST OF A BARBWIRE FENCE AND 118 FT (36.0 M) SOUTHEAST OF AF7649'A POWER POLE (NUMBER 5). ACCESS TO DATUM POINT--THE STATION IS AF7649'RECESSED 0.7 FT (0.2 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS AF7649'MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AF7649'REFERENCES-- AF7649'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 15 AF7649'DEGREES WEST AT 33.45 FT (10.20 M). AF7649'FOUND 5/8 INCH IRON ROD IN ASPHALT CUT-OUT, NORTH 25 DEGREES WEST AT AF7649'50.63 FT (15.43 M). AF7649'FOUND 3/4 INCH IRON PIPE, NORTH 23 DEGREES EAST AT 49.28 FT (15.02 M) AF7649'KEITH AND SCHNARS NAIL AND DISC, SET IN 5 INCH DIAMETER OAK TREE, AF7649'SOUTH 29 DEGREES EAST AT 44.73 FT (13.63 M). AF7649'CARSONITE WITNESS POST, NORTH 88 DEGREES EAST AT 21.69 FT (6.61 M). AF7649 AF7649 STATION RECOVERY (1993) AF7649 AF7649'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1993 AF7649'THE STATION IS LOCATED ABOUT 23 MI (37.0 KM) EAST OF LAKE WALES IN THE AF7649'EAST RIGHT-OF-WAY OF SHADY OAKS ROAD NEAR THE SOUTHWEST CORNER OF AF7649'SECTION 34, TOWNSHIP 30 SOUTH, RANGE 31 EAST, POLK COUNTY, FLORIDA. AF7649'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 60 AND C.R. 630 AF7649'EAST OF INDIAN LAKE ESTATES, GO EAST ON S.R. 60 FOR 5.25 MI AF7649'(8.45 KM) TO THE INTERSECTION OF S.R. 60 AND GRAPE HAMMOCK ROAD. TURN AF7649'LEFT AND GO NORTHEAST 0.8 MI (1.3 KM) TO THE INTERSECTION OF GRAPE AF7649'HAMMOCK ROAD AND SHADY OAKS ROAD. TURN LEFT AND GO NORTH ON SHADY AF7649'OAKS ROAD 0.4 MI (0.6 KM) TO THE STATION IN THE EAST RIGHT-OF-WAY. AF7649'THE STATION LIES 239 FT (72.8 M) SOUTH OF ENTRANCE TO SHADY HAMMOCK AF7649'BAPTIST MISSION, 9.1 FT (2.8 M) EAST OF THE EAST EDGE OF PAVEMENT, 21 AF7649'FT (6.4 M) WEST OF A BARBWIRE FENCE AND 118 FT (36.0 M) SOUTHEAST OF AF7649'A POWER POLE (NUMBER 5). ACCESS TO DATUM POINT--THE STATION IS AF7649'RECESSED 0.7 FT (0.2 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS AF7649'MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AF7649'REFERENCES-- AF7649'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 15 AF7649'DEGREES WEST AT 33.45 FT (10.20 M). AF7649'FOUND 5/8 INCH IRON ROD IN ASPHALT CUT-OUT, NORTH 25 DEGREES WEST AT AF7649'50.63 FT (15.43 M). AF7649'FOUND 3/4 INCH IRON PIPE, NORTH 23 DEGREES EAST AT 49.28 FT (15.02 M) AF7649'. AF7649'KEITH AND SCHNARS NAIL AND DISC, SET IN 5 INCH DIAMETER OAK TREE, AF7649'SOUTH 29 DEGREES EAST AT 44.73 FT (13.63 M). AF7649'CARSONITE WITNESS POST, NORTH 88 DEGREES EAST AT 21.69 FT (6.61 M). AF7649 AF7649 STATION RECOVERY (2003) AF7649 AF7649'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7649'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7649'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7650 *********************************************************************** AF7650 DESIGNATION - K119 AF7650 PID - AF7650 AF7650 STATE/COUNTY- FL/POLK AF7650 USGS QUAD - LAKE MARIAN SW (1972) AF7650 AF7650 *CURRENT SURVEY CONTROL AF7650 ___________________________________________________________________ AF7650* NAD 83(1999)- 27 49 36.67559(N) 081 13 09.73648(W) ADJUSTED AF7650* NAVD 88 - 17.0 (meters) 56. (feet) VERTCON AF7650 ___________________________________________________________________ AF7650 X - 861,672.163 (meters) COMP AF7650 Y - -5,578,538.077 (meters) COMP AF7650 Z - 2,959,545.376 (meters) COMP AF7650 LAPLACE CORR- -0.27 (seconds) DEFLEC99 AF7650 ELLIP HEIGHT- -9.88 (meters) (07/06/01) GPS OBS AF7650 GEOID HEIGHT- -26.98 (meters) GEOID99 AF7650 AF7650 HORZ ORDER - SECOND AF7650 ELLP ORDER - FOURTH CLASS II AF7650 AF7650.The horizontal coordinates were established by GPS observations AF7650.and adjusted by the National Geodetic Survey in July 2001. AF7650 AF7650.The NAVD 88 height was computed by applying the VERTCON shift value to AF7650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF7650 AF7650.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7650 AF7650.The Laplace correction was computed from DEFLEC99 derived deflections. AF7650 AF7650.The ellipsoidal height was determined by GPS observations AF7650.and is referenced to NAD 83. AF7650 AF7650.The geoid height was determined by GEOID99. AF7650 AF7650; North East Units Scale Converg. AF7650;SPC FL W - 387,267.009 276,903.313 MT 1.00001415 +0 21 51.9 AF7650;SPC FL E - 387,041.760 178,389.084 MT 0.99994694 -0 06 08.7 AF7650;UTM 17 - 3,078,041.685 478,396.458 MT 0.99960576 -0 06 08.7 AF7650 AF7650 SUPERSEDED SURVEY CONTROL AF7650 AF7650 NAD 83(1990)- 27 49 36.67535(N) 081 13 09.73637(W) AD( ) 2 AF7650 ELLIP H (12/04/92) -9.87 (m) GP( ) 3 2 AF7650 NGVD 29 (12/04/92) 17.4 (m) 57. (f) GPS OBS AF7650 AF7650.Superseded values are not recommended for survey control. AF7650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7650.See file dsdata.txt to determine how the superseded data were derived. AF7650 AF7650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML7839678042(NAD 83) AF7650_MARKER: I = METAL ROD AF7650_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7650_STAMPING: K119 1991 AF7650_MARK LOGO: NGS AF7650_PROJECTION: RECESSED 21 CENTIMETERS AF7650_MAGNETIC: N = NO MAGNETIC MATERIAL AF7650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7650+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2003 AF7650_ROD/PIPE-DEPTH: 8.5 meters AF7650 AF7650 HISTORY - Date Condition Report By AF7650 HISTORY - 1991 MONUMENTED KEISCH AF7650 HISTORY - 19930511 GOOD KEISCH AF7650 HISTORY - 20030930 GOOD FL-105 AF7650 AF7650 STATION DESCRIPTION AF7650 AF7650'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AF7650'THE STATION IS LOCATED ABOUT 23 MI (37.0 KM) EAST OF LAKE WALES IN THE AF7650'EAST RIGHT-OF-WAY OF SHADY OAKS ROAD NEAR THE NORTHWEST CORNER OF AF7650'SECTION 34, TOWNSHIP 30 SOUTH, RANGE 31 EAST, POLK COUNTY, FLORIDA. AF7650'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 60 AND C.R. 630 AF7650'EAST OF INDIAN LAKE ESTATES, GO EAST ON S.R. 60 FOR 5.25 MI AF7650'(8.45 KM) TO THE INTERSECTION OF S.R. 60 AND GRAPE HAMMOCK ROAD. TURN AF7650'LEFT AND GO NORTHEAST 0.8 MI (1.3 KM) TO THE INTERSECTION OF GRAPE AF7650'HAMMOCK ROAD AND SHADY OAKS ROAD. TURN LEFT AND GO NORTH ON SHADY AF7650'OAKS ROAD 0.8 MI (1.3 KM) TO THE STATION IN THE EAST RIGHT-OF-WAY. AF7650'THE STATION LIES 35 FT (10.7 M) EAST OF THE ENTRANCE TO ROCKS CAMP, AF7650'13.5 FT (4.1 M) EAST OF THE EAST EDGE OF PAVEMENT, AND 17 FT (5.2 M) AF7650'WEST OF A BARBWIRE FENCE. ACCESS TO DATUM POINT--THE STATION IS AF7650'RECESSED 0.7 FT (0.2 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS AF7650'MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AF7650'REFERENCES-- AF7650'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 45 AF7650'DEGREES WEST AT 19.54 FT (5.96 M). AF7650'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 40 AF7650'DEGREES WEST AT 22.85 FT (6.96 M). AF7650'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, NORTH 44 DEGREES AF7650'EAST AT 24.98 FT (7.61 M). AF7650'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, SOUTH 55 DEGREES AF7650'EAST AT 21.70 FT (6.61 M). AF7650'CARSONITE WITNESS POST, NORTH 86 DEGREES EAST AT 17.48 FT (5.33 M). AF7650 AF7650 STATION RECOVERY (1993) AF7650 AF7650'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1993 AF7650'THE STATION IS LOCATED ABOUT 23 MI (37.0 KM) EAST OF LAKE WALES IN THE AF7650'EAST RIGHT-OF-WAY OF SHADY OAKS ROAD IN SECTION 34, TOWNSHIP 30 AF7650'SOUTH, RANGE 31 EAST, POLK COUNTY, FLORIDA. AF7650'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 60 AND C.R. 630 AF7650'EAST OF INDIAN LAKE ESTATES, GO EAST ON S.R. 60 FOR 5.25 MI AF7650'(8.45 KM) TO THE INTERSECTION OF S.R. 60 AND GRAPE HAMMOCK ROAD. TURN AF7650'LEFT AND GO NORTHEAST 0.8 MI (1.3 KM) TO THE INTERSECTION OF GRAPE AF7650'HAMMOCK ROAD AND SHADY OAKS ROAD. TURN LEFT AND GO NORTH ON SHADY AF7650'OAKS ROAD 0.8 MI (1.3 KM) TO THE STATION IN THE EAST RIGHT-OF-WAY. AF7650'THE STATION LIES 35 FT (10.7 M) EAST OF THE ENTRANCE TO ROCKS CAMP, AF7650'13.5 FT (4.1 M) EAST OF THE EAST EDGE OF PAVEMENT, AND 17 FT (5.2 M) AF7650'WEST OF A BARBWIRE FENCE. ACCESS TO DATUM POINT--THE STATION IS AF7650'RECESSED 0.7 FT (0.2 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS AF7650'MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AF7650'REFERENCES-- AF7650'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 45 AF7650'DEGREES WEST AT 19.54 FT (5.96 M). AF7650'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 40 AF7650'DEGREES WEST AT 22.85 FT (6.96 M). AF7650'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, NORTH 44 DEGREES AF7650'EAST AT 24.98 FT (7.61 M). AF7650'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, SOUTH 55 DEGREES AF7650'EAST AT 21.70 FT (6.61 M). AF7650'CARSONITE WITNESS POST, NORTH 86 DEGREES EAST AT 17.48 FT (5.33 M). AF7650 AF7650 STATION RECOVERY (2003) AF7650 AF7650'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7650'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7650'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK7118 *********************************************************************** AK7118 DESIGNATION - K120 AK7118 PID - AK7118 AK7118 STATE/COUNTY- FL/POLK AK7118 USGS QUAD - DAVENPORT (1985) AK7118 AK7118 *CURRENT SURVEY CONTROL AK7118 ___________________________________________________________________ AK7118* NAD 83(1999)- 28 14 55.41978(N) 081 36 30.77943(W) ADJUSTED AK7118* NAVD 88 - 42.3 (meters) 139. (feet) VERTCON AK7118 ___________________________________________________________________ AK7118 X - 820,556.759 (meters) COMP AK7118 Y - -5,562,543.086 (meters) COMP AK7118 Z - 3,000,822.005 (meters) COMP AK7118 LAPLACE CORR- -2.29 (seconds) DEFLEC99 AK7118 ELLIP HEIGHT- 14.79 (meters) (07/06/01) GPS OBS AK7118 GEOID HEIGHT- -27.42 (meters) GEOID99 AK7118 AK7118 HORZ ORDER - SECOND AK7118 ELLP ORDER - FOURTH CLASS II AK7118 AK7118.The horizontal coordinates were established by GPS observations AK7118.and adjusted by the National Geodetic Survey in July 2001. AK7118 AK7118.The NAVD 88 height was computed by applying the VERTCON shift value to AK7118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AK7118 AK7118.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7118 AK7118.The Laplace correction was computed from DEFLEC99 derived deflections. AK7118 AK7118.The ellipsoidal height was determined by GPS observations AK7118.and is referenced to NAD 83. AK7118 AK7118.The geoid height was determined by GEOID99. AK7118 AK7118; North East Units Scale Converg. AK7118;SPC FL W - 433,833.840 238,412.903 MT 0.99995938 +0 11 07.0 AK7118;SPC FL E - 433,921.837 140,282.796 MT 0.99998517 -0 17 16.9 AK7118;UTM 17 - 3,124,905.766 440,303.171 MT 0.99964398 -0 17 16.9 AK7118 AK7118 SUPERSEDED SURVEY CONTROL AK7118 AK7118 NAD 83(1990)- 28 14 55.41859(N) 081 36 30.77931(W) AD( ) 2 AK7118 ELLIP H (12/04/92) 14.86 (m) GP( ) 3 2 AK7118 NGVD 29 (12/04/92) 42.6 (m) 140. (f) GPS OBS AK7118 AK7118.Superseded values are not recommended for survey control. AK7118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7118.See file dsdata.txt to determine how the superseded data were derived. AK7118 AK7118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4030324906(NAD 83) AK7118_MARKER: I = METAL ROD AK7118_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK7118_STAMPING: K120 1991 AK7118_MARK LOGO: NGS AK7118_PROJECTION: RECESSED 30 CENTIMETERS AK7118_MAGNETIC: N = NO MAGNETIC MATERIAL AK7118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK7118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7118+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003 AK7118_ROD/PIPE-DEPTH: 27.1 meters AK7118 AK7118 HISTORY - Date Condition Report By AK7118 HISTORY - 1991 MONUMENTED KEISCH AK7118 HISTORY - 20030910 GOOD FL-105 AK7118 AK7118 STATION DESCRIPTION AK7118 AK7118'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AK7118'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) WEST OF LOUGHMAN IN THE AK7118'SOUTH RIGHT-OF-WAY OF C.R. 54 IN SECTION 4, TOWNSHIP 26 SOUTH, RANGE AK7118'27 EAST, POLK COUNTY, FLORIDA. AK7118'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND C.R. 54 AK7118'NORTH OF HAINES CITY, GO EAST ON C.R. 54 FOR 3.2 MI (5.1 KM) TO THE AK7118'STATION IN THE SOUTH RIGHT-OF-WAY. THE STATION LIES 0.25 MI AK7118'(0.40 KM) EAST OF THE ENTRANCE TO THE LOMA LINDA SUBDIVISION, 105 FT AK7118'(32.0 M) SOUTH SOUTHEAST OF A POWER POLE (NUMBER ICB 120), 95 FT AK7118'(29.0 M) EAST OF A POWER POLE (NUMBER 6-23391), 17.6 FT (5.4 M) NORTH AK7118'OF A BARBWIRE FENCE, AND 16.8 FT (5.1 M) SOUTH OF THE SOUTH EDGE OF AK7118'PAVEMENT. ACCESS TO DATUM POINT--THE STATION IS RECESSED 1.0 FT AK7118'(0.3 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON A 5 AK7118'1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AK7118'REFERENCES-- AK7118'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 21 AK7118'DEGREES WEST AT 22.65 FT (6.90 M). AK7118'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 58 AK7118'DEGREES EAST AT 22.66 FT (6.91 M). AK7118'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 6-23392), AK7118'SOUTH 67 DEGRESS EAST AT 83.38 FT (25.41 M). AK7118'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 6-23391), AK7118'NORTH 85 DEGREES WEST AT 94.96 FT (28.94 M). AK7118'SET CARSOITE WITNESS POST, SOUTH 22 DEGREES WEST AT 17.68 FT (5.39 M) AK7118 AK7118 STATION RECOVERY (2003) AK7118 AK7118'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK7118'RECOVERY AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER AK7118'GIS DEPARTMENT. SET CARSONITE WITNESS POST S26W AT 23.0'FT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK7119 *********************************************************************** AK7119 DESIGNATION - K121 AK7119 PID - AK7119 AK7119 STATE/COUNTY- FL/POLK AK7119 USGS QUAD - INTERCESSION CITY (1985) AK7119 AK7119 *CURRENT SURVEY CONTROL AK7119 ___________________________________________________________________ AK7119* NAD 83(1999)- 28 15 02.59580(N) 081 36 52.01670(W) ADJUSTED AK7119* NAVD 88 - 36.8 (meters) 121. (feet) VERTCON AK7119 ___________________________________________________________________ AK7119 X - 819,968.073 (meters) COMP AK7119 Y - -5,562,519.307 (meters) COMP AK7119 Z - 3,001,013.999 (meters) COMP AK7119 LAPLACE CORR- -2.30 (seconds) DEFLEC99 AK7119 ELLIP HEIGHT- 9.29 (meters) (07/06/01) GPS OBS AK7119 GEOID HEIGHT- -27.41 (meters) GEOID99 AK7119 AK7119 HORZ ORDER - SECOND AK7119 ELLP ORDER - FOURTH CLASS II AK7119 AK7119.The horizontal coordinates were established by GPS observations AK7119.and adjusted by the National Geodetic Survey in July 2001. AK7119 AK7119.The NAVD 88 height was computed by applying the VERTCON shift value to AK7119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AK7119 AK7119.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7119 AK7119.The Laplace correction was computed from DEFLEC99 derived deflections. AK7119 AK7119.The ellipsoidal height was determined by GPS observations AK7119.and is referenced to NAD 83. AK7119 AK7119.The geoid height was determined by GEOID99. AK7119 AK7119; North East Units Scale Converg. AK7119;SPC FL W - 434,052.881 237,833.303 MT 0.99995884 +0 10 57.0 AK7119;SPC FL E - 434,145.664 139,705.010 MT 0.99998603 -0 17 27.0 AK7119;UTM 17 - 3,125,129.516 439,725.583 MT 0.99964484 -0 17 27.0 AK7119 AK7119 SUPERSEDED SURVEY CONTROL AK7119 AK7119 NAD 83(1990)- 28 15 02.59459(N) 081 36 52.01658(W) AD( ) 2 AK7119 ELLIP H (12/04/92) 9.35 (m) GP( ) 3 2 AK7119 NGVD 29 (12/04/92) 37.0 (m) 121. (f) GPS OBS AK7119 AK7119.Superseded values are not recommended for survey control. AK7119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7119.See file dsdata.txt to determine how the superseded data were derived. AK7119 AK7119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3972625130(NAD 83) AK7119_MARKER: I = METAL ROD AK7119_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK7119_STAMPING: K121 1991 AK7119_MARK LOGO: NGS AK7119_PROJECTION: RECESSED 30 CENTIMETERS AK7119_MAGNETIC: N = NO MAGNETIC MATERIAL AK7119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK7119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7119+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003 AK7119_ROD/PIPE-DEPTH: 8.8 meters AK7119 AK7119 HISTORY - Date Condition Report By AK7119 HISTORY - 1991 MONUMENTED KEISCH AK7119 HISTORY - 20030910 GOOD FL-105 AK7119 AK7119 STATION DESCRIPTION AK7119 AK7119'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AK7119'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) WEST OF LOUGHMAN IN THE AK7119'SOUTH RIGHT-OF-WAY OF C.R. 54 IN SECTION 4, TOWNSHIP 26 SOUTH, RANGE AK7119'27 EAST, POLK COUNTY, FLORIDA. AK7119'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND C.R. 54 AK7119'NORTH OF HAINES CITY, GO EAST ON C.R. 54 FOR 2.9 MI (4.7 KM) TO THE AK7119'STATION IN THE SOUTH RIGHT-OF-WAY. THE STATION LIES 0.10 MI AK7119'(0.16 KM) WEST OF THE ENTRANCE TO THE LOMA LINDA SUBDIVISION, 52 FT AK7119'(15.8 M) EAST OF A CONCRETE HEADWALL, 31 FT (9.4 M) NORTH OF A AK7119'CONCRETE BLOCK WALL, AND 14 FT (4.3 M) SOUTH OF THE SOUTH EDGE OF AK7119'PAVEMENT. ACCESS TO DATUM POINT--THE STATION IS RECESSED 1.0 FT AK7119'(0.3 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON A 5 AK7119'1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AK7119'REFERENCES-- AK7119'FOUND 6 INCH BY 6 INCH FLA. D.O.T. CONCRETE MOMUMENT, STAMPED SRD AK7119'R/W, NORTH 80 DEGREES WEST AT 85.15 FT (25.95 M). AK7119'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 17 AK7119'DEGREES WEST AT 20.49 FT (6.25 M). AK7119'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 74 AK7119'DEGREES EAST AT 19.85 FT (6.05 M). AK7119'X-CUT, SET IN WEST END OF CONCRETE HEADWALL, SOUTH 58 DEGRESS EAST AT AK7119'52.28 FT (15.93 M). AK7119'SET CARSONITE WITNESS POST, SOUTH 30 DEGREES WEST AT 29.82 FT AK7119'(9.09 M). AK7119 AK7119 STATION RECOVERY (2003) AK7119 AK7119'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK7119'RECOVERY AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER AK7119'GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7027 *********************************************************************** AF7027 DESIGNATION - KLS 29 W 20 C FLDNR AF7027 PID - AF7027 AF7027 STATE/COUNTY- FL/POLK AF7027 USGS QUAD - LAKE WEOHYAKAPKA NE (1972) AF7027 AF7027 *CURRENT SURVEY CONTROL AF7027 ___________________________________________________________________ AF7027* NAD 83(1986)- 27 56 40. (N) 081 20 46. (W) SCALED AF7027* NAVD 88 - 16.250 (meters) 53.31 (feet) ADJUSTED AF7027 ___________________________________________________________________ AF7027 GEOID HEIGHT- -27.22 (meters) GEOID99 AF7027 DYNAMIC HT - 16.226 (meters) 53.23 (feet) COMP AF7027 MODELED GRAV- 979,146.1 (mgal) NAVD 88 AF7027 AF7027 VERT ORDER - SECOND CLASS II AF7027 AF7027.The horizontal coordinates were scaled from a topographic map and have AF7027.an estimated accuracy of +/- 6 seconds. AF7027 AF7027.The orthometric height was determined by differential leveling AF7027.and adjusted by the National Geodetic Survey in June 1991. AF7027 AF7027.The geoid height was determined by GEOID99. AF7027 AF7027.The dynamic height is computed by dividing the NAVD 88 AF7027.geopotential number by the normal gravity value computed on the AF7027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7027.degrees latitude (g = 980.6199 gals.). AF7027 AF7027.The modeled gravity was interpolated from observed gravity values. AF7027 AF7027; North East Units Estimated Accuracy AF7027;SPC FL W - 400,230. 264,350. MT (+/- 180 meters Scaled) AF7027 AF7027 SUPERSEDED SURVEY CONTROL AF7027 AF7027 NGVD 29 (09/01/92) 16.618 (m) 54.52 (f) ADJUSTED 2 2 AF7027 AF7027.Superseded values are not recommended for survey control. AF7027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7027.See file dsdata.txt to determine how the superseded data were derived. AF7027 AF7027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML659910(NAD 83) AF7027_MARKER: DB = BENCH MARK DISK AF7027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7027_STAMPING: KLS 29W 20C 1983 BSM AF7027_MARK LOGO: FLDNR AF7027_PROJECTION: RECESSED 15 CENTIMETERS AF7027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7027+STABILITY: SURFACE MOTION AF7027 AF7027 HISTORY - Date Condition Report By AF7027 HISTORY - 1983 MONUMENTED FLDNR AF7027 HISTORY - 20030923 GOOD FL-105 AF7027 AF7027 STATION DESCRIPTION AF7027 AF7027'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7027'21.75 MI ENE FROM LAKE WALES. AF7027'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL AF7027'RAILROAD, GO 8.25 MILES EAST ON STATE HIGHWAY 60 TO THE INTERSECTION AF7027'OF BOY SCOUT ROAD, GO 3.7 MILES NORTH ON BOY SCOUT ROAD TO CAMP MACK AF7027'ROAD, GO 5.25 MILES EAST ON CAMP MACK ROAD TO THE ENTRANCE TO LAKE AF7027'KISSIMMEE STATE PARK, GO 2.0 MILES SOUTHERLY ON THE PARK ROAD TO A AF7027'SERVICE ROAD, GO 0.15 MILE ON THE SERVICE ROAD TO A ROAD FORK, BEAR AF7027'RIGHT AND GO 0.1 MILE TO THE DRIVE TO THE HOUSE OF THE PARK AF7027'SUPERINTENDENT, GO ALONG THE DRIVE AND THE DIM ROAD AROUND THE HOUSE AF7027'FOR 0.15 MILE TO A FENCE LINE, G0 0.25 MILE SOUTHEAST ON THE DIM ROAD AF7027'ALONG THE FENCE LINE TO A ROAD FORK, BEAR LEFT AND GO 0.65 MILE ON THE AF7027'DIM ROAD TO A ROAD JUNCTION, GO RIGHT (SOUTHERLY) 0.15 MILE ON THE DIM AF7027'ROAD TO A ROAD FORK, BEAR LEFT AND GO 0.65 MILE TO A ROAD FORK, BEAR AF7027'RIGHT AND GO 0.4 MILE ON THE DIM ROAD TO THE MARK. THE MARK BEARS AF7027'17.5 FEET SOUTH OF THE CENTERLINE OF THE DIM ROAD, 36 FEET EAST OF A AF7027'CLUMP OF PALMETTOS ABOUT 12 FEET ACROSS, 100 FEET EAST-NORTHEAST OF A AF7027'LARGE TWIN-TRUNKED OAK, AND 1.5 FEET NORTH OF A METAL WITNESS POST. AF7027 AF7027 STATION RECOVERY (2003) AF7027 AF7027'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7027'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7027'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7062 *********************************************************************** AF7062 DESIGNATION - KLS 30 E 33 A FLDNR AF7062 PID - AF7062 AF7062 STATE/COUNTY- FL/POLK AF7062 USGS QUAD - LAKE MARIAN SW (1972) AF7062 AF7062 *CURRENT SURVEY CONTROL AF7062 ___________________________________________________________________ AF7062* NAD 83(1986)- 27 49 56. (N) 081 13 36. (W) SCALED AF7062* NAVD 88 - 15.995 (meters) 52.48 (feet) ADJUSTED AF7062 ___________________________________________________________________ AF7062 GEOID HEIGHT- -27.00 (meters) GEOID99 AF7062 DYNAMIC HT - 15.971 (meters) 52.40 (feet) COMP AF7062 MODELED GRAV- 979,147.5 (mgal) NAVD 88 AF7062 AF7062 VERT ORDER - SECOND CLASS II AF7062 AF7062.The horizontal coordinates were scaled from a topographic map and have AF7062.an estimated accuracy of +/- 6 seconds. AF7062 AF7062.The orthometric height was determined by differential leveling AF7062.and adjusted by the National Geodetic Survey in June 1991. AF7062 AF7062.The geoid height was determined by GEOID99. AF7062 AF7062.The dynamic height is computed by dividing the NAVD 88 AF7062.geopotential number by the normal gravity value computed on the AF7062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7062.degrees latitude (g = 980.6199 gals.). AF7062 AF7062.The modeled gravity was interpolated from observed gravity values. AF7062 AF7062; North East Units Estimated Accuracy AF7062;SPC FL W - 387,860. 276,180. MT (+/- 180 meters Scaled) AF7062 AF7062 SUPERSEDED SURVEY CONTROL AF7062 AF7062 NGVD 29 (09/01/92) 16.362 (m) 53.68 (f) ADJUSTED 2 2 AF7062 AF7062.Superseded values are not recommended for survey control. AF7062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7062.See file dsdata.txt to determine how the superseded data were derived. AF7062 AF7062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML776786(NAD 83) AF7062_MARKER: DB = BENCH MARK DISK AF7062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7062_STAMPING: KLS 30E 33A 1983 BSM AF7062_MARK LOGO: FLDNR AF7062_PROJECTION: RECESSED 15 CENTIMETERS AF7062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7062+STABILITY: SURFACE MOTION AF7062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AF7062+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2003 AF7062 AF7062 HISTORY - Date Condition Report By AF7062 HISTORY - 1983 MONUMENTED FLDNR AF7062 HISTORY - 19950729 GOOD USPSQD AF7062 HISTORY - 20030930 GOOD FL-105 AF7062 AF7062 STATION DESCRIPTION AF7062 AF7062'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7062'26.15 MI ESE FROM LAKE WALES. AF7062'BEGIN AT THE STATE HIGHWAY 60 BRIDGE OVER THE KISSIMMEE RIVER, AF7062'GO 1.8 MILES WEST ON HIGHWAY 60 TO THE JUNCTION OF GRAPE AF7062'HAMMOCK ROAD, GO 0.7 MILE NORTHERLY ON GRAPE HAMMOCK ROAD AF7062'TO SHADY OAKS ROAD, GO 0.95 MILE NORTH ON SHADY OAKS ROAD TO THE END AF7062'OF THE PAVEMENT, CONTINUE ACROSS A CATTLE GAP FOR 0.05 MILE TO A AF7062'SAND ROAD INTERSECTION, GO 0.25 MILE WEST ON THE SAND ROAD TO ANOTHER AF7062'CATTLE GAP AND ROAD FORK, BEAR RIGHT AND GO 0.35 MILE ON THE SAND AF7062'ROAD TO THE MARK. THE MARK BEARS 35 FEET NORTH-NORTHEAST OF THE AF7062'CENTERLINE OF THE ROAD, 69.8 FEET NORTH OF A 24-INCH DIAMETER OAK AF7062'TREE, 28.5 FEET SOUTH-SOUTHWEST OF A 48-INCH DIAMETER TWIN-OAK, AND AF7062'1.3 FEET SOUTH-SOUTHWEST OF A WITNESS POST. AF7062 AF7062 STATION RECOVERY (1995) AF7062 AF7062'RECOVERY NOTE BY US POWER SQUADRON 1995 AF7062'RECOVERED IN GOOD CONDITION. AF7062 AF7062 STATION RECOVERY (2003) AF7062 AF7062'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7062'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7062'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7063 *********************************************************************** AF7063 DESIGNATION - KLS 30 E 34 A FLDNR AF7063 PID - AF7063 AF7063 STATE/COUNTY- FL/POLK AF7063 USGS QUAD - LAKE MARIAN SW (1972) AF7063 AF7063 *CURRENT SURVEY CONTROL AF7063 ___________________________________________________________________ AF7063* NAD 83(1986)- 27 49 45. (N) 081 13 09. (W) SCALED AF7063* NAVD 88 - 16.986 (meters) 55.73 (feet) ADJUSTED AF7063 ___________________________________________________________________ AF7063 GEOID HEIGHT- -26.99 (meters) GEOID99 AF7063 DYNAMIC HT - 16.961 (meters) 55.65 (feet) COMP AF7063 MODELED GRAV- 979,148.4 (mgal) NAVD 88 AF7063 AF7063 VERT ORDER - SECOND CLASS II AF7063 AF7063.The horizontal coordinates were scaled from a topographic map and have AF7063.an estimated accuracy of +/- 6 seconds. AF7063 AF7063.The orthometric height was determined by differential leveling AF7063.and adjusted by the National Geodetic Survey in June 1991. AF7063 AF7063.The geoid height was determined by GEOID99. AF7063 AF7063.The dynamic height is computed by dividing the NAVD 88 AF7063.geopotential number by the normal gravity value computed on the AF7063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7063.degrees latitude (g = 980.6199 gals.). AF7063 AF7063.The modeled gravity was interpolated from observed gravity values. AF7063 AF7063; North East Units Estimated Accuracy AF7063;SPC FL W - 387,520. 276,920. MT (+/- 180 meters Scaled) AF7063 AF7063 SUPERSEDED SURVEY CONTROL AF7063 AF7063 NGVD 29 (09/01/92) 17.353 (m) 56.93 (f) ADJUSTED 2 2 AF7063 AF7063.Superseded values are not recommended for survey control. AF7063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7063.See file dsdata.txt to determine how the superseded data were derived. AF7063 AF7063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML784782(NAD 83) AF7063_MARKER: DB = BENCH MARK DISK AF7063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7063_STAMPING: KLS 30E 34A 1983 BSM AF7063_MARK LOGO: FLDNR AF7063_PROJECTION: RECESSED 30 CENTIMETERS AF7063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7063+STABILITY: SURFACE MOTION AF7063 AF7063 HISTORY - Date Condition Report By AF7063 HISTORY - 1983 MONUMENTED FLDNR AF7063 HISTORY - 19950729 MARK NOT FOUND USPSQD AF7063 HISTORY - 20030930 MARK NOT FOUND FL-105 AF7063 AF7063 STATION DESCRIPTION AF7063 AF7063'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7063'25.5 MI ESE FROM LAKE WALES. AF7063'BEGIN AT THE STATE HIGHWAY 60 BRIDGE OVER THE KISSIMMEE RIVER, AF7063'GO 1.8 MILES WEST ON HIGHWAY 60 TO THE JUNCTION OF GRAPE AF7063'HAMMOCK ROAD, GO 0.7 MILE NORTHERLY ON GRAPE HAMMOCK ROAD TO AF7063'THE JUNCTION OF SHADY OAKS ROAD, GO 0.95 MILE NORTH ON SHADY OAKS AF7063'ROAD TO THE END OF THE PAVEMENT, A CATTLE GAP, AND THE MARK. THE AF7063'MARK BEARS 22.2 FEET SOUTHEAST OF THE CENTERLINE OF SHADY OAKS ROAD AF7063'AND THE CATTLE GAP, 1.7 FEET NORTHEAST OF THE EAST GATE POST, 23.6 AF7063'FEET SOUTHWEST OF AN 18-INCH DIAMETER OAK TREE, AND 71 FEET SOUTHWEST AF7063'OF THE CENTERLINE OF A SAND ROAD LEADING SOUTHEAST. AF7063 AF7063 STATION RECOVERY (1995) AF7063 AF7063'RECOVERY NOTE BY US POWER SQUADRON 1995 AF7063'MARK NOT FOUND. AF7063 AF7063 STATION RECOVERY (2003) AF7063 AF7063'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7063'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF7063'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7038 *********************************************************************** AF7038 DESIGNATION - KLS 30 W 17 A FLDNR AF7038 PID - AF7038 AF7038 STATE/COUNTY- FL/POLK AF7038 USGS QUAD - LAKE WEOHYAKAPKA NE (1972) AF7038 AF7038 *CURRENT SURVEY CONTROL AF7038 ___________________________________________________________________ AF7038* NAD 83(1986)- 27 52 44. (N) 081 20 00. (W) SCALED AF7038* NAVD 88 - 19.209 (meters) 63.02 (feet) ADJUSTED AF7038 ___________________________________________________________________ AF7038 GEOID HEIGHT- -27.05 (meters) GEOID99 AF7038 DYNAMIC HT - 19.180 (meters) 62.93 (feet) COMP AF7038 MODELED GRAV- 979,142.3 (mgal) NAVD 88 AF7038 AF7038 VERT ORDER - SECOND CLASS II AF7038 AF7038.The horizontal coordinates were scaled from a topographic map and have AF7038.an estimated accuracy of +/- 6 seconds. AF7038 AF7038.The orthometric height was determined by differential leveling AF7038.and adjusted by the National Geodetic Survey in June 1991. AF7038 AF7038.The geoid height was determined by GEOID99. AF7038 AF7038.The dynamic height is computed by dividing the NAVD 88 AF7038.geopotential number by the normal gravity value computed on the AF7038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7038.degrees latitude (g = 980.6199 gals.). AF7038 AF7038.The modeled gravity was interpolated from observed gravity values. AF7038 AF7038; North East Units Estimated Accuracy AF7038;SPC FL W - 392,970. 265,650. MT (+/- 180 meters Scaled) AF7038 AF7038 SUPERSEDED SURVEY CONTROL AF7038 AF7038 NGVD 29 (09/01/92) 19.576 (m) 64.23 (f) ADJUSTED 2 2 AF7038 AF7038.Superseded values are not recommended for survey control. AF7038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7038.See file dsdata.txt to determine how the superseded data were derived. AF7038 AF7038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML671838(NAD 83) AF7038_MARKER: DB = BENCH MARK DISK AF7038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7038_STAMPING: KLS 30W 17A 1983 BSM AF7038_MARK LOGO: FLDNR AF7038_PROJECTION: RECESSED 30 CENTIMETERS AF7038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7038+STABILITY: SURFACE MOTION AF7038 AF7038 HISTORY - Date Condition Report By AF7038 HISTORY - 1983 MONUMENTED FLDNR AF7038 HISTORY - 20030929 MARK NOT FOUND FL-105 AF7038 AF7038 STATION DESCRIPTION AF7038 AF7038'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7038'16.45 MI EAST FROM LAKE WALES. AF7038'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL AF7038'RAILROAD, GO 13.8 MILES EAST ON HIGHWAY 60 TO THE JUNCTION OF SAM AF7038'KEEN ROAD, GO 2.65 MILES NORTH ON SAM KEEN ROAD TO THE MARK. THE AF7038'MARK BEARS 23.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH AF7038'OF A FENCE LINE, 125.7 FEET NORTHEAST OF POWER POLE 35A, AND 25.7 AF7038'FEET WEST OF A FENCE CORNER. AF7038 AF7038 STATION RECOVERY (2003) AF7038 AF7038'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7038'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF7038'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7037 *********************************************************************** AF7037 DESIGNATION - KLS 30 W 5 A AF7037 PID - AF7037 AF7037 STATE/COUNTY- FL/POLK AF7037 USGS QUAD - LAKE WEOHYAKAPKA NE (1972) AF7037 AF7037 *CURRENT SURVEY CONTROL AF7037 ___________________________________________________________________ AF7037* NAD 83(1986)- 27 53 39. (N) 081 20 02. (W) SCALED AF7037* NAVD 88 - 17.808 (meters) 58.43 (feet) ADJUSTED AF7037 ___________________________________________________________________ AF7037 GEOID HEIGHT- -27.10 (meters) GEOID99 AF7037 DYNAMIC HT - 17.782 (meters) 58.34 (feet) COMP AF7037 MODELED GRAV- 979,143.1 (mgal) NAVD 88 AF7037 AF7037 VERT ORDER - SECOND CLASS II AF7037 AF7037.The horizontal coordinates were scaled from a topographic map and have AF7037.an estimated accuracy of +/- 6 seconds. AF7037 AF7037.The orthometric height was determined by differential leveling AF7037.and adjusted by the National Geodetic Survey in June 1991. AF7037 AF7037.The geoid height was determined by GEOID99. AF7037 AF7037.The dynamic height is computed by dividing the NAVD 88 AF7037.geopotential number by the normal gravity value computed on the AF7037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7037.degrees latitude (g = 980.6199 gals.). AF7037 AF7037.The modeled gravity was interpolated from observed gravity values. AF7037 AF7037; North East Units Estimated Accuracy AF7037;SPC FL W - 394,660. 265,580. MT (+/- 180 meters Scaled) AF7037 AF7037 SUPERSEDED SURVEY CONTROL AF7037 AF7037 NGVD 29 (09/01/92) 18.176 (m) 59.63 (f) ADJUSTED 2 2 AF7037 AF7037.Superseded values are not recommended for survey control. AF7037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7037.See file dsdata.txt to determine how the superseded data were derived. AF7037 AF7037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML671855(NAD 83) AF7037_MARKER: DD = SURVEY DISK AF7037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7037_STAMPING: KLS 30W 5A 1983 BSM AF7037_MARK LOGO: FLDNR AF7037_PROJECTION: RECESSED 25 CENTIMETERS AF7037_MAGNETIC: N = NO MAGNETIC MATERIAL AF7037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7037+STABILITY: SURFACE MOTION AF7037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AF7037+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2001 AF7037 AF7037 HISTORY - Date Condition Report By AF7037 HISTORY - 1983 MONUMENTED FLDNR AF7037 HISTORY - 19950821 GOOD USPSQD AF7037 HISTORY - 20010118 GOOD FLDEP AF7037 HISTORY - 20030926 GOOD FL-105 AF7037 AF7037 STATION DESCRIPTION AF7037 AF7037'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7037'17.45 MI EAST FROM LAKE WALES. AF7037'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL AF7037'RAILROAD, GO 13.8 MILES EAST ON HIGHWAY 60 TO THE JUNCTION OF SAM AF7037'KEEN ROAD, GO 3.55 MILES NORTH ON SAM KEEN ROAD TO A 90-DEGREE LEFT AF7037'TURN AND A SAND ROAD LEADING NORTH, GO 0.1 MILE NORTH ON THE SAND AF7037'ROAD TO A METAL GATE AND THE MARK. THE MARK BEARS 9 FEET WEST OF THE AF7037'CENTERLINE OF THE ROAD, 1 FOOT SOUTH-SOUTHWEST OF THE WEST GATE POST, AF7037'41.4 FEET SOUTH-SOUTHEAST OF POWER POLE 461-4, AND 64 FEET NORTHWEST AF7037'OF POWER POLE 48-3. AF7037 AF7037 STATION RECOVERY (1995) AF7037 AF7037'RECOVERY NOTE BY US POWER SQUADRON 1995 AF7037'RECOVERED IN GOOD CONDITION. AF7037 AF7037 STATION RECOVERY (2001) AF7037 AF7037'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AF7037'THE MARK IS ABOUT 65.4 MI (105.2 KM) WEST OF VERO BEACH, 16.4 MI (26.4 AF7037'KM) EAST OF LAKE WALES, IN SECTION 5, TOWNSHIP 30 SOUTH, RANGE 30 AF7037'EAST. TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 27 AND AF7037'STATE ROAD 60 IN LAKE WALES, GO EAST-SOUTHEAST ON STATE ROAD 60 FOR AF7037'7.3 MI (11.7 KM) TO THE JUNCTION OF MAMMOTH GROVE ROAD ON THE LEFT, AF7037'CONTINUE EAST-SOUTHEAST ON STATE ROAD 60 FOR 7.85 MI (12.63 KM) TO THE AF7037'JUNCTION OF SAM KEEN ROAD ON THE LEFT, TURN LEFT ON SAM KEEN ROAD AND AF7037'GO NORTHEAST FOR 3.9 MI (6.3 KM) TO A 90 DEGREE TURN LEFT AND THE AF7037'JUNCTION OF LIGHTSEY RANCH ROAD, CONTINUE NORTH ON LIGHTSEY RANCH ROAD AF7037'FOR 0.1 MI (0.2 KM) TO A CATTLE GAP AND THE MARK ON THE LEFT, SET IN AF7037'THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 2.0 FT (0.6 M) BELOW THE AF7037'LEVEL OF THE GROUND AND 3.0 FT (0.9 M) BELOW THE LEVEL OF LIGHTSEY AF7037'RANCH ROAD. LOCATED 71.0 FT (21.6 M) NORTH OF A DRIVEWAY, 43.0 FT AF7037'(13.1 M) SOUTH-SOUTHEAST OF POWER POLE NUMBER 461 4, 8.7 FT (2.7 M) AF7037'WEST OF THE APPROXIMATE CENTERLINE OF LIGHTSEY ROAD AND 1.0 FT (0.3 M) AF7037'SOUTH OF A 0.6 FT (18.3 CM) X 0.8 FT (24.4 CM) CORNER POST. AF7037 AF7037 STATION RECOVERY (2003) AF7037 AF7037'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7037'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7037'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7064 *********************************************************************** AF7064 DESIGNATION - KLS 31 E 4 A FLDNR AF7064 PID - AF7064 AF7064 STATE/COUNTY- FL/POLK AF7064 USGS QUAD - LAKE MARIAN SW (1972) AF7064 AF7064 *CURRENT SURVEY CONTROL AF7064 ___________________________________________________________________ AF7064* NAD 83(1986)- 27 48 54. (N) 081 13 09. (W) SCALED AF7064* NAVD 88 - 17.106 (meters) 56.12 (feet) ADJUSTED AF7064 ___________________________________________________________________ AF7064 GEOID HEIGHT- -26.94 (meters) GEOID99 AF7064 DYNAMIC HT - 17.080 (meters) 56.04 (feet) COMP AF7064 MODELED GRAV- 979,148.9 (mgal) NAVD 88 AF7064 AF7064 VERT ORDER - SECOND CLASS II AF7064 AF7064.The horizontal coordinates were scaled from a topographic map and have AF7064.an estimated accuracy of +/- 6 seconds. AF7064 AF7064.The orthometric height was determined by differential leveling AF7064.and adjusted by the National Geodetic Survey in June 1991. AF7064 AF7064.The geoid height was determined by GEOID99. AF7064 AF7064.The dynamic height is computed by dividing the NAVD 88 AF7064.geopotential number by the normal gravity value computed on the AF7064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7064.degrees latitude (g = 980.6199 gals.). AF7064 AF7064.The modeled gravity was interpolated from observed gravity values. AF7064 AF7064; North East Units Estimated Accuracy AF7064;SPC FL W - 385,950. 276,930. MT (+/- 180 meters Scaled) AF7064 AF7064 SUPERSEDED SURVEY CONTROL AF7064 AF7064 NGVD 29 (09/01/92) 17.473 (m) 57.33 (f) ADJUSTED 2 2 AF7064 AF7064.Superseded values are not recommended for survey control. AF7064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7064.See file dsdata.txt to determine how the superseded data were derived. AF7064 AF7064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML784767(NAD 83) AF7064_MARKER: DB = BENCH MARK DISK AF7064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7064_STAMPING: KLS 31E 4A 1983 BSM AF7064_MARK LOGO: FLDNR AF7064_PROJECTION: RECESSED 25 CENTIMETERS AF7064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7064+STABILITY: SURFACE MOTION AF7064 AF7064 HISTORY - Date Condition Report By AF7064 HISTORY - 1983 MONUMENTED FLDNR AF7064 HISTORY - 19950729 MARK NOT FOUND USPSQD AF7064 HISTORY - 20030930 MARK NOT FOUND FL-105 AF7064 AF7064 STATION DESCRIPTION AF7064 AF7064'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7064'24.55 MI ESE FROM LAKE WALES. AF7064'BEGIN AT THE STATE HIGHWAY 60 BRIDGE OVER THE KISSIMMEE RIVER, AF7064'GO 1.8 MILES WEST ON HIGHWAY 60 TO THE JUNCTION OF GRAPE AF7064'HAMMOCK ROAD, GO 0.7 MILE NORTHERLY ON GRAPE HAMMOCK ROAD TO AF7064'THE JUNCTION OF SHADY OAKS ROAD AND THE MARK. THE MARK BEARS AF7064'21.3 FEET NORTHWEST OF THE CENTERLINE OF GRAPE HAMMOCK ROAD, AF7064'75.0 FEET WEST OF THE CENTERLINE OF SHADY OAKS ROAD, 8.8 FEET AF7064'SOUTHEAST OF A FENCE LINE, 62.6 FEET NORTHEAST OF A POWER POLE, AF7064'AND 20.8 FEET SOUTHWEST OF A POWER POLE WITH A WITNESS SIGN AF7064'ATTACHED. AF7064 AF7064 STATION RECOVERY (1995) AF7064 AF7064'RECOVERY NOTE BY US POWER SQUADRON 1995 AF7064'MARK NOT FOUND. AF7064 AF7064 STATION RECOVERY (2003) AF7064 AF7064'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7064'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF7064'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7005 *********************************************************************** AF7005 DESIGNATION - KR 1300 AF7005 PID - AF7005 AF7005 STATE/COUNTY- FL/POLK AF7005 USGS QUAD - LAKE WEOHYAKAPKA SE (1993) AF7005 AF7005 *CURRENT SURVEY CONTROL AF7005 ___________________________________________________________________ AF7005* NAD 83(1986)- 27 51 13. (N) 081 22 10. (W) SCALED AF7005* NAVD 88 - 20.626 (meters) 67.67 (feet) ADJUSTED AF7005 ___________________________________________________________________ AF7005 GEOID HEIGHT- -26.92 (meters) GEOID99 AF7005 DYNAMIC HT - 20.595 (meters) 67.57 (feet) COMP AF7005 MODELED GRAV- 979,140.5 (mgal) NAVD 88 AF7005 AF7005 VERT ORDER - SECOND CLASS I AF7005 AF7005.The horizontal coordinates were scaled from a topographic map and have AF7005.an estimated accuracy of +/- 6 seconds. AF7005 AF7005.The orthometric height was determined by differential leveling AF7005.and adjusted by the National Geodetic Survey in June 1991. AF7005 AF7005.The geoid height was determined by GEOID99. AF7005 AF7005.The dynamic height is computed by dividing the NAVD 88 AF7005.geopotential number by the normal gravity value computed on the AF7005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7005.degrees latitude (g = 980.6199 gals.). AF7005 AF7005.The modeled gravity was interpolated from observed gravity values. AF7005 AF7005; North East Units Estimated Accuracy AF7005;SPC FL W - 390,150. 262,100. MT (+/- 180 meters Scaled) AF7005 AF7005 SUPERSEDED SURVEY CONTROL AF7005 AF7005 NGVD 29 (09/01/92) 20.993 (m) 68.87 (f) ADJUSTED 2 1 AF7005 AF7005.Superseded values are not recommended for survey control. AF7005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7005.See file dsdata.txt to determine how the superseded data were derived. AF7005 AF7005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML636810(NAD 83) AF7005_MARKER: DB = BENCH MARK DISK AF7005_SETTING: 31 = BRIDGE CURB AF7005_STAMPING: KR 1300 1968 JACKSONVILLE FLA AF7005_MARK LOGO: USE AF7005_MAGNETIC: N = NO MAGNETIC MATERIAL AF7005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AF7005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7005+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2003 AF7005 AF7005 HISTORY - Date Condition Report By AF7005 HISTORY - 1968 MONUMENTED USE AF7005 HISTORY - 1983 GOOD FLDNR AF7005 HISTORY - 19970122 GOOD USPSQD AF7005 HISTORY - 20010118 GOOD FLDEP AF7005 HISTORY - 20030929 GOOD FL-105 AF7005 AF7005 STATION DESCRIPTION AF7005 AF7005'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7005'13.65 MI ESE FROM LAKE WALES. AF7005'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL AF7005'RAILROAD, GO 13.65 MILES EASTERLY ON HIGHWAY 60 TO THE AF7005'SMALL BRIDGE AND THE MARK. THE MARK IS SET IN THE BRIDGE CURB AT AF7005'THE CENTER OF THE BRIDGE, 14.2 FEET SOUTHWEST OF THE CENTERLINE AF7005'OF THE HIGHWAY, AND 15.1 FEET SOUTHWEST OF THE WEST CORNER OF THE AF7005'BRIDGE. AF7005'THE MARK IS 1 FT ABOVE HIGHWAY CENTERLINE. AF7005 AF7005 STATION RECOVERY (1997) AF7005 AF7005'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7005'RECOVERED IN GOOD CONDITION. AF7005 AF7005 STATION RECOVERY (2001) AF7005 AF7005'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AF7005'THE MARK IS ABOUT 65.6 MI (105.6 KM) NORTH-NORTHWEST OF VERO BEACH, AF7005'15.0 MI (24.1 KM) EAST-SOUTHEAST OF LAKE WALES, IN SECTION 24, AF7005'TOWNSHIP 30 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM THE AF7005'INTERSECTION OF STATE ROAD 27 AND STATE ROAD 60 IN LAKE WALES, GO AF7005'EAST-SOUTHEAST ON STATE ROAD 60 FOR 7.3 MI (11.7 KM) TO THE JUNCTION AF7005'OF MAMMOTH GROVE ROAD ON THE LEFT, CONTINUE EAST-SOUTHEAST ON STATE AF7005'ROAD 60 FOR 7.75 MI (12.47 KM) TO THE MARK ON THE RIGHT, SET IN THE AF7005'BRIDGE CURB AT THE CENTER OF BRIDGE NUMBER 160076 (ABOUT 35.0 FT (10.7 AF7005'M) LONG) 0.6 FT (18.3 CM) ABOVE THE LEVEL OF STATE ROAD 60. LOCATED AF7005'15.1 FT (4.6 M) SOUTHWEST OF THE WEST CORNER OF THE BRIDGE AND 14.2 FT AF7005'(4.3 M) SOUTHWEST OF THE CENTERLINE OF STATE ROAD 60. AF7005 AF7005 STATION RECOVERY (2003) AF7005 AF7005'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7005'RECOVERED AS DESCRIBED.RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER AF7005'GIS DEPARTMENT. BRIDGE IS GOING TO BE TORE OUT AND REPLACED WITH BOX AF7005'CULVERT. EQUIPMENT WAS AT SITE. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK5383 *********************************************************************** AK5383 DESIGNATION - KR 158 USE AK5383 PID - AK5383 AK5383 STATE/COUNTY- FL/POLK AK5383 USGS QUAD - DUNDEE (1987) AK5383 AK5383 *CURRENT SURVEY CONTROL AK5383 ___________________________________________________________________ AK5383* NAD 83(1986)- 28 06 25. (N) 081 37 12. (W) SCALED AK5383* NAVD 88 - 50.870 (meters) 166.90 (feet) ADJUSTED AK5383 ___________________________________________________________________ AK5383 GEOID HEIGHT- -27.08 (meters) GEOID99 AK5383 DYNAMIC HT - 50.793 (meters) 166.64 (feet) COMP AK5383 MODELED GRAV- 979,150.2 (mgal) NAVD 88 AK5383 AK5383 VERT ORDER - FIRST CLASS II AK5383 AK5383.The horizontal coordinates were scaled from a topographic map and have AK5383.an estimated accuracy of +/- 6 seconds. AK5383 AK5383.The orthometric height was determined by differential leveling AK5383.and adjusted by the National Geodetic Survey in June 1991. AK5383 AK5383.The geoid height was determined by GEOID99. AK5383 AK5383.The dynamic height is computed by dividing the NAVD 88 AK5383.geopotential number by the normal gravity value computed on the AK5383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK5383.degrees latitude (g = 980.6199 gals.). AK5383 AK5383.The modeled gravity was interpolated from observed gravity values. AK5383 AK5383; North East Units Estimated Accuracy AK5383;SPC FL W - 418,120. 237,340. MT (+/- 180 meters Scaled) AK5383 AK5383 SUPERSEDED SURVEY CONTROL AK5383 AK5383 NGVD 29 (09/01/92) 51.162 (m) 167.85 (f) ADJUSTED 1 2 AK5383 AK5383.Superseded values are not recommended for survey control. AK5383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5383.See file dsdata.txt to determine how the superseded data were derived. AK5383 AK5383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM391092(NAD 83) AK5383_MARKER: DD = SURVEY DISK AK5383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK5383_STAMPING: KR 158 1950 AK5383_PROJECTION: FLUSH AK5383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK5383+STABILITY: SURFACE MOTION AK5383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK5383+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2003 AK5383 AK5383 HISTORY - Date Condition Report By AK5383 HISTORY - 1950 MONUMENTED USE AK5383 HISTORY - 1978 GOOD NGS AK5383 HISTORY - 1985 GOOD USPSQD AK5383 HISTORY - 1990 GOOD USPSQD AK5383 HISTORY - 19970122 GOOD USPSQD AK5383 HISTORY - 20030911 GOOD FL-105 AK5383 AK5383 STATION DESCRIPTION AK5383 AK5383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AK5383'IN HAINES CITY. AK5383'0.4 MILE EAST ALONG STATE HIGHWAY 92, 17 FROM THE CITY HALL IN HAINES AK5383'CITY TO THE MARK ON THE LEFT, SET IN A CONCRETE POST FLUSH WITH THE AK5383'GROUND, 20 FEET ABOVE THE HIGHWAY, NEAR THE NORTHWEST CORNER OF THE AK5383'RAILROAD OVERPASS BRIDGE OVER THE HIGHWAY, 9.3 FEET WEST OF THE AK5383'NORTHWEST CORNER OF THE BRIDGE, 7.5 FEET EAST OF THE EAST RAIL. AK5383'THE MARK IS 20 FT ABOVE HIGHWAY. AK5383 AK5383 STATION RECOVERY (1985) AK5383 AK5383'RECOVERY NOTE BY US POWER SQUADRON 1985 AK5383'4 MILE EAST ALONG STATE HIGHWAY 92-17 FROM CITY HALL IN HAINES CITY AK5383'TO THE MARK ON THE LEFT SET IN A CONCRETE POST FLUSH WITH THE GROUND AK5383'20 FEET ABOVE HIGHWAY NEAR THE NORTHEAST (PREVIOUSLY READ NW) CORNER AK5383'OF THE NORTHEAST (PREVIOULY READ NW) CORNER OF THE BRIDGE 7.5 FEET AK5383'EAST OF THE EAST TRAIL. AK5383 AK5383 STATION RECOVERY (1990) AK5383 AK5383'RECOVERY NOTE BY US POWER SQUADRON 1990 (JFD) AK5383'RECOVERED IN GOOD CONDITION. AK5383 AK5383 STATION RECOVERY (1997) AK5383 AK5383'RECOVERY NOTE BY US POWER SQUADRON 1997 AK5383'RECOVERED IN GOOD CONDITION. AK5383 AK5383 STATION RECOVERY (2003) AK5383 AK5383'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK5383'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AK5383'APPRAISER GIS DEPARTMENT. SET CARSONITE WITNESS POST S80E AT 9.0'FT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK1636 *********************************************************************** AK1636 DESIGNATION - L 17 AK1636 PID - AK1636 AK1636 STATE/COUNTY- FL/POLK AK1636 USGS QUAD - DAVENPORT (1985) AK1636 AK1636 *CURRENT SURVEY CONTROL AK1636 ___________________________________________________________________ AK1636* NAD 83(1986)- 28 09 34. (N) 081 36 11. (W) SCALED AK1636* NAVD 88 - 41.272 (meters) 135.41 (feet) ADJUSTED AK1636 ___________________________________________________________________ AK1636 GEOID HEIGHT- -27.26 (meters) GEOID99 AK1636 DYNAMIC HT - 41.211 (meters) 135.21 (feet) COMP AK1636 MODELED GRAV- 979,150.5 (mgal) NAVD 88 AK1636 AK1636 VERT ORDER - FIRST CLASS II AK1636 AK1636.The horizontal coordinates were scaled from a topographic map and have AK1636.an estimated accuracy of +/- 6 seconds. AK1636 AK1636.The orthometric height was determined by differential leveling AK1636.and adjusted by the National Geodetic Survey in June 1991. AK1636.WARNING-Repeat measurements at this control monument indicate possible AK1636.vertical movement. AK1636 AK1636.The geoid height was determined by GEOID99. AK1636 AK1636.The dynamic height is computed by dividing the NAVD 88 AK1636.geopotential number by the normal gravity value computed on the AK1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK1636.degrees latitude (g = 980.6199 gals.). AK1636 AK1636.The modeled gravity was interpolated from observed gravity values. AK1636 AK1636; North East Units Estimated Accuracy AK1636;SPC FL W - 423,940. 238,980. MT (+/- 180 meters Scaled) AK1636 AK1636 SUPERSEDED SURVEY CONTROL AK1636 AK1636 NGVD 29 (09/01/92) 41.562 (m) 136.36 (f) ADJUSTED 1 2 AK1636 AK1636.Superseded values are not recommended for survey control. AK1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK1636.See file dsdata.txt to determine how the superseded data were derived. AK1636 AK1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM407150(NAD 83) AK1636_MARKER: DB = BENCH MARK DISK AK1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK1636_STAMPING: L 17 1933 136.358 AK1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK1636+STABILITY: SURFACE MOTION AK1636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK1636+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2003 AK1636 AK1636 HISTORY - Date Condition Report By AK1636 HISTORY - 1933 MONUMENTED CGS AK1636 HISTORY - 1958 GOOD NGS AK1636 HISTORY - 1978 GOOD NGS AK1636 HISTORY - 19970122 GOOD USPSQD AK1636 HISTORY - 20030915 GOOD FL-105 AK1636 AK1636 STATION DESCRIPTION AK1636 AK1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AK1636'AT DAVENPORT. AK1636'AT DAVENPORT, 47 FT. SOUTH OF THE SOUTHWEST CORNER OF THE AK1636'ATLANTIC COAST LINE RAILROAD STATION, 35 FT. EAST OF THE EAST AK1636'RAIL, 80 FT. WEST OF THE CENTER LINE OF U.S. HIGHWAYS 17 AND 92, AK1636'49 FT. NORTH OF THE CENTER LINE OF STATE HIGHWAY 547, 32 FT. AK1636'NORTHEAST OF A RAILROAD WARNING LIGHT, 2.5 FT. EAST OF THE EAST AK1636'EDGE OF A NORTH AND SOUTH SIDEWALK, 10 FT. NORTH OF THE NORTH AK1636'EDGE OF AN EAST AND WEST SIDEWALK, ON THE INSIDE OF A SQUARE AK1636'CONCRETE PIPE, 0.4 FT. BELOW THE TOP OF THE GROUND, SET IN THE AK1636'TOP OF A CONCRETE POST. AK1636 AK1636 STATION RECOVERY (1978) AK1636 AK1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AK1636'RECOVERED IN GOOD CONDITION. AK1636 AK1636 STATION RECOVERY (1997) AK1636 AK1636'RECOVERY NOTE BY US POWER SQUADRON 1997 AK1636'RECOVERED IN GOOD CONDITION. AK1636 AK1636 STATION RECOVERY (2003) AK1636 AK1636'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK1636'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AK1636'APPRAISER GIS DEPARTMENT. SET CARSONITE WITNESS POST N30E AT 12.4'FT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6038 *********************************************************************** AF6038 DESIGNATION - L 64 AF6038 PID - AF6038 AF6038 STATE/COUNTY- FL/POLK AF6038 USGS QUAD - FROSTPROOF (1987) AF6038 AF6038 *CURRENT SURVEY CONTROL AF6038 ___________________________________________________________________ AF6038* NAD 83(1986)- 27 44 45. (N) 081 31 43. (W) SCALED AF6038* NAVD 88 - 30.741 (meters) 100.86 (feet) ADJUSTED AF6038 ___________________________________________________________________ AF6038 GEOID HEIGHT- -26.25 (meters) GEOID99 AF6038 DYNAMIC HT - 30.695 (meters) 100.71 (feet) COMP AF6038 MODELED GRAV- 979,140.1 (mgal) NAVD 88 AF6038 AF6038 VERT ORDER - SECOND CLASS 0 AF6038 AF6038.The horizontal coordinates were scaled from a topographic map and have AF6038.an estimated accuracy of +/- 6 seconds. AF6038 AF6038.The orthometric height was determined by differential leveling AF6038.and adjusted by the National Geodetic Survey in June 1991. AF6038 AF6038.The geoid height was determined by GEOID99. AF6038 AF6038.The dynamic height is computed by dividing the NAVD 88 AF6038.geopotential number by the normal gravity value computed on the AF6038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6038.degrees latitude (g = 980.6199 gals.). AF6038 AF6038.The modeled gravity was interpolated from observed gravity values. AF6038 AF6038; North East Units Estimated Accuracy AF6038;SPC FL W - 378,130. 246,470. MT (+/- 180 meters Scaled) AF6038 AF6038 SUPERSEDED SURVEY CONTROL AF6038 AF6038 NGVD 29 (??/??/92) 31.046 (m) 101.86 (f) ADJ UNCH 2 0 AF6038 AF6038.Superseded values are not recommended for survey control. AF6038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6038.See file dsdata.txt to determine how the superseded data were derived. AF6038 AF6038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML479691(NAD 83) AF6038_MARKER: DB = BENCH MARK DISK AF6038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6038_STAMPING: L 64 1934 AF6038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6038+STABILITY: SURFACE MOTION AF6038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF6038+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2003 AF6038 AF6038 HISTORY - Date Condition Report By AF6038 HISTORY - 1934 MONUMENTED CGS AF6038 HISTORY - 1958 GOOD NGS AF6038 HISTORY - 20030918 GOOD FL-105 AF6038 AF6038 STATION DESCRIPTION AF6038 AF6038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AF6038'AT FROSTPROOF. AF6038'AT FROSTPROOF, 33 FT. NORTH OF THE NORTHEAST CORNER OF THE AF6038'ATLANTIC COAST LINE RAILROAD STATION, 34 FT. WEST OF THE WEST AF6038'RAIL OF THE MAIN TRACK, 14 FT. WEST OF THE WEST RAIL OF A SIDE AF6038'TRACK, 39 FT. SOUTH OF THE CENTER LINE OF WALL STREET, 63 FT. AF6038'EAST OF A FIRE HYDRANT, 2 FT. WEST OF THE WEST EDGE OF THE AF6038'CONCRETE PLATFORM, SET IN THE TOP OF A CONCRETE POST WHICH AF6038'PROJECTS 0.1 FT. ABOVE THE GROUND. AF6038 AF6038 STATION RECOVERY (2003) AF6038 AF6038'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6038'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF6038'APPRAISER GIS DEPARTMENT. STAMPING ALMOST SKINNED OFF. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6019 *********************************************************************** AF6019 DESIGNATION - LAKE WALES AF6019 PID - AF6019 AF6019 STATE/COUNTY- FL/POLK AF6019 USGS QUAD - LAKE WALES (1993) AF6019 AF6019 *CURRENT SURVEY CONTROL AF6019 ___________________________________________________________________ AF6019* NAD 83(1986)- 27 54 09. (N) 081 35 10. (W) SCALED AF6019* NAVD 88 - 44.588 (meters) 146.29 (feet) ADJUSTED AF6019 ___________________________________________________________________ AF6019 GEOID HEIGHT- -26.53 (meters) GEOID99 AF6019 DYNAMIC HT - 44.521 (meters) 146.07 (feet) COMP AF6019 MODELED GRAV- 979,152.0 (mgal) NAVD 88 AF6019 AF6019 VERT ORDER - SECOND CLASS 0 AF6019 AF6019.The horizontal coordinates were scaled from a topographic map and have AF6019.an estimated accuracy of +/- 6 seconds. AF6019 AF6019.The orthometric height was determined by differential leveling AF6019.and adjusted by the National Geodetic Survey in June 1991. AF6019 AF6019.The geoid height was determined by GEOID99. AF6019 AF6019.The dynamic height is computed by dividing the NAVD 88 AF6019.geopotential number by the normal gravity value computed on the AF6019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6019.degrees latitude (g = 980.6199 gals.). AF6019 AF6019.The modeled gravity was interpolated from observed gravity values. AF6019 AF6019; North East Units Estimated Accuracy AF6019;SPC FL W - 395,470. 240,750. MT (+/- 180 meters Scaled) AF6019 AF6019 SUPERSEDED SURVEY CONTROL AF6019 AF6019 NGVD 29 (??/??/92) 44.878 (m) 147.24 (f) ADJ UNCH 2 0 AF6019 AF6019.Superseded values are not recommended for survey control. AF6019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6019.See file dsdata.txt to determine how the superseded data were derived. AF6019 AF6019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML423865(NAD 83) AF6019_MARKER: DB = BENCH MARK DISK AF6019_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED AF6019+WITH SETTING: INTO GROUND AF6019_STAMPING: LAKE WALES 1934 AF6019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6019+STABILITY: SURFACE MOTION AF6019 AF6019 HISTORY - Date Condition Report By AF6019 HISTORY - 1934 MONUMENTED CGS AF6019 HISTORY - 1958 GOOD NGS AF6019 HISTORY - 19970122 GOOD USPSQD AF6019 HISTORY - 20030916 GOOD FL-105 AF6019 AF6019 STATION DESCRIPTION AF6019 AF6019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AF6019'AT LAKE WALES. AF6019'AT LAKE WALES, 0.2 MILE NORTH OF THE ATLANTIC COAST LINE AF6019'RAILROAD STATION, 80 FT. EAST OF THE EAST RAIL OF THE MAIN TRACK OF AF6019'THE ATLANTIC COAST LINE RAILROAD, AT THE CROSSING OF PARK AF6019'AVENUE, 18 FT. NORTH OF THE NORTH CURB OF PARK AVENUE, 2.5 FT. AF6019'NORTH OF THE NORTH SIDE OF THE CITY CLOCK TOWER, SET IN THE AF6019'TOP OF A 4 INCH IRON PIPE WHICH IS FILLED WITH CONCRETE AND AF6019'PROJECTS 0.2 FT. ABOVE THE GROUND. AF6019 AF6019 STATION RECOVERY (1997) AF6019 AF6019'RECOVERY NOTE BY US POWER SQUADRON 1997 AF6019'RECOVERED IN GOOD CONDITION. AF6019 AF6019 STATION RECOVERY (2003) AF6019 AF6019'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6019'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF6019'APPRAISER GIS DEPARTMENT. SET CARSONITE WITNESS POST NORTH AT 2.5'FT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF0469 *********************************************************************** AF0469 DESIGNATION - LAKE WALES SE BASE AF0469 PID - AF0469 AF0469 STATE/COUNTY- FL/POLK AF0469 USGS QUAD - ELOISE (1993) AF0469 AF0469 *CURRENT SURVEY CONTROL AF0469 ___________________________________________________________________ AF0469* NAD 83(1990)- 27 53 30.46707(N) 081 38 58.33882(W) ADJUSTED AF0469* NAVD 88 - 38. (meters) 125. (feet) SCALED AF0469 ___________________________________________________________________ AF0469 LAPLACE CORR- -2.84 (seconds) DEFLEC99 AF0469 GEOID HEIGHT- -26.33 (meters) GEOID99 AF0469 AF0469 HORZ ORDER - FIRST AF0469 AF0469.The horizontal coordinates were established by classical geodetic methods AF0469.and adjusted by the National Geodetic Survey in May 1991. AF0469 AF0469.The orthometric height was scaled from a topographic map. AF0469 AF0469.The Laplace correction was computed from DEFLEC99 derived deflections. AF0469 AF0469.The geoid height was determined by GEOID99. AF0469 AF0469; North East Units Scale Converg. AF0469;SPC FL W - 394,268.089 234,504.506 MT 0.99995587 +0 09 50.2 AF0469;UTM 17 - 3,085,385.720 436,071.275 MT 0.99965044 -0 18 13.9 AF0469 AF0469: Primary Azimuth Mark Grid Az AF0469:SPC FL W - LAKE WALES SE BASE AZ MK 088 04 38.3 AF0469:UTM 17 - LAKE WALES SE BASE AZ MK 088 32 42.4 AF0469 AF0469|---------------------------------------------------------------------| AF0469| PID Reference Object Distance Geod. Az | AF0469| dddmmss.s | AF0469| AF0465 MOUNTAIN LAKE SINGING TOWER APPROX. 8.6 KM 0554458.3 | AF0469| CW7264 LAKE WALES SE BASE RM 2 24.936 METERS 06210 | AF0469| CW7262 LAKE WALES SE BASE AZ MK 0881428.5 | AF0469| CW7265 LAKE WALES SE BASE LAPLACE AZIMUTH 3231539.4 | AF0469| CW7263 LAKE WALES SE BASE RM 1 24.582 METERS 33400 | AF0469|---------------------------------------------------------------------| AF0469 AF0469 SUPERSEDED SURVEY CONTROL AF0469 AF0469 NAD 83(1986)- 27 53 30.47737(N) 081 38 58.36127(W) AD( ) 1 AF0469 NAD 27 - 27 53 29.38600(N) 081 38 59.07700(W) AD( ) 1 AF0469 AF0469.Superseded values are not recommended for survey control. AF0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF0469.See file dsdata.txt to determine how the superseded data were derived. AF0469 AF0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3607185386(NAD 83) AF0469_MARKER: DS = TRIANGULATION STATION DISK AF0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AF0469+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2003 AF0469 AF0469 HISTORY - Date Condition Report By AF0469 HISTORY - 1935 MONUMENTED CGS AF0469 HISTORY - 1958 MARK NOT FOUND CGS AF0469 HISTORY - 1963 GOOD CGS AF0469 HISTORY - 20030916 GOOD FL-105 AF0469 AF0469 STATION DESCRIPTION AF0469 AF0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB) AF0469'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD AF0469'BRONZE DISKS SET IN CONCRETE. AF0469' AF0469'REFERENCE MARK NO.1 IS E OF THE STATION IN THE SCRUB AF0469'PALMETTO E OF THE STATION. MARK PROJECTS 6 INCHES ABOVE THE AF0469'SURFACE OF THE GROUND. AF0469' AF0469'REFERENCE MARK NO.2 IS N OF THE STATION, 58 FEET E OF THE E AF0469'RAIL OF THE MAIN LINE TRACK. MARK PROJECTS 6 INCHES ABOVE THE AF0469'SURFACE OF THE GROUND. AF0469' AF0469'AZIMUTH MARK IS 0.3 MILE SE OF THE STATION. TO REACH FROM THE AF0469'STATION GO E ON ROAD TO THE HARD SURFACE ROAD AND TURN S ON AF0469'THIS ROAD AND GO 0.2 MILE TO A DIRT ROAD TO THE E WHICH IS 75 AF0469'YARDS N OF A WHITE HOUSE. TURN E ON THIS ROAD AND GO 0.1 MILE AF0469'TO THE FENCE LINE AND THE MARK. MARK PROJECTS 6 INCHES ABOVE AF0469'THE SURFACE OF THE GROUND AND IS NOT VISIBLE FROM THE GROUND AF0469'AT THE STATION. AF0469' AF0469'A LA PLACE, AZIMUTH MARK, WAS ESTABLISHED AT THIS STATION AND AF0469'REFERENCED TO LAKE WALES SE BASE. THE MARK IS STAMPED LAKE AF0469'WALES SE BASE AZ. MK. 1935. MARK IS 12 FEET W OF THE RAILROAD AF0469'RIGHT-OF-WAY FENCE, 40 FEET E OF THE E RAIL OF THE MAIN LINE AF0469'TRACK, 0.3 MILE S OF A GRADE CROSSING WITH THE HIGHWAY (LAKE AF0469'WALES-BARTOW ROAD). MARK IS ON THE OPPOSITE SIDE OF THE TRACK AF0469'FROM MILEPOST 833. MARK PROJECTS 4 INCHES ABOVE THE SURFACE AF0469'OF THE GROUND AND IS VISIBLE FROM THE GROUND AT THE STATION. AF0469'TO REACH THE MARK FROM THE STATION, GO N ON THE MACADAM ROAD AF0469'FOR 1.5 MILES TO THE LAKE WALES-BARTOW ROAD, HERE FOLLOW AF0469'THIS ROAD FOR 3.0 MILES TO THE FIRST GRADE CROSSING TURN AF0469'LEFT HERE AT THE GRADE CROSSING AND GO 0.3 MILE TO THE MARK. AF0469' AF0469'TO REACH THE STATION FROM LAKE WALES GO WESTWARD ON THE LAKE AF0469'WALES-BARTOW ROAD FROM LAKE WALES FOR 3.9 MILES TO A T-ROAD AF0469'INTERSECTION. HERE TURN TO THE LEFT AND FOLLOW THIS ROAD 1.5 AF0469'MILES TO THE STATION WHICH IS ON THE PROLONGATION OF TANGENT TO AF0469'THE N. STATION IS 150 YARDS S OF THE POINT OF AF0469'CURVATURE. STATION IS 57.44 FEET E OF THE E RAIL OF THE MAIN AF0469'LINE TRACK MEASURED TO THE INSIDE OF THE RAIL. STATION IS 350 AF0469'YARDS N OF W LAKE WALES RAILROAD STATION. MARK PROJECTS 4 INCHES AF0469'ABOVE THE GROUND. AF0469' AF0469'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED AT THIS STATION. AF0469' AF0469'THERE ARE NO PROMINENT OBJECTS VISIBLE FROM THE GROUND AT AF0469'THIS STATION. AF0469 AF0469 STATION RECOVERY (1958) AF0469 AF0469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW) AF0469'THIS STATION WAS SEARCHED FOR BUT NOT RECOVERED. THE LAND AT AF0469'THIS SITE HAS BEEN UNDER CULTIVATION. THERE HAS BEEN SOME AF0469'BUILDINGS AT THIS LOCATION. THEY HAVE BEEN REMOVED BUT PART OF AF0469'THE CONCRETE FOUNDATIONS STILL REMAIN. THERE ARE NO SCRUB AF0469'PALMETTO AT THIS LOCATION NOW. IT IS BELIEVED THAT THE AF0469'STATION AND BOTH REFERENCE MARKS SHOULD BE CONSIDERED AS AF0469'DESTROYED. AF0469' AF0469'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED. THE OLD AF0469'DESCRIPTION WAS NOT COMPLETE ENOUGH TO ENABLE ANYONE TO FIND AF0469'EVEN THE APPROXIMATE LOCATION. AF0469 AF0469 STATION RECOVERY (1963) AF0469 AF0469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS) AF0469'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD AF0469'CONDITION ALTHOUGH REPORTED DESTROYED IN 1958. THE AZIMUTH AND AF0469'LA PLACE AZIMUTH MARKS WERE NOT RECOVERED. THERE HAVE BEEN AF0469'MANY CHANGES INCLUDING NEW HOUSES BUILT IN THE AREA. AF0469' AF0469'THE STATION IS LOCATED IN WEST LAKE WALES, ABOUT 4 MILES WEST AF0469'OF LAKE WALES, 0.5 MILE SOUTH OF THE INTERSECTION OF STATE AF0469'HIGHWAY 60 AND CENTRAL AVENUE, 0.3 MILE NORTH OF THE WEST LAKE AF0469'WALES RAILROAD STATION, AT 137 MONROE STREET AT THE AF0469'INTERSECTION WITH FERRY STREET, AT THE REAR OF THE HOUSE OWNED AF0469'BY MR. O. E. ELLIS. AF0469' AF0469'THE STATION MARK, A STANDARD DISK STAMPED LAKE WALES SE BASE AF0469'1935 SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT AF0469'PROJECTING 1 FOOT, IS IN A CHICKEN YARD, 50 FEET EAST OF THE AF0469'EAST RAIL OF THE MAIN RAILROAD TRACKS, 20 FEET SOUTHEAST OF A AF0469'TELEPHONE POLE AND 8 FEET EAST OF A FENCE LINE. AF0469' AF0469'REFERENCE MARK 1, A STANDARD DISK STAMPED LAKE WALES SE BASE NO AF0469'1 1935 SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT AF0469'PROJECTING 2 INCHES, IS ON THE SOUTH EDGE OF MR. ELLIS AF0469'DRIVEWAY, 20 FEET WEST OF THE SOUTH GATE POST AT THE ENTRANCE AF0469'TO THE HOUSE AND 20 FEET NORTH OF THE NORTHEAST CORNER OF THE AF0469'HOUSE. AF0469' AF0469'REFERENCE MARK 2, A STANDARD DISK STAMPED LAKE WALES SE BASE AF0469'NO 2 1935 SET IN THE TOP OF A 12-INCH ROUND CONCRETE AF0469'MONUMENT PROJECTING 6 INCHES, IS IN THE CHICKEN YARD, 58 FEET AF0469'EAST OF THE EAST RAIL OF THE RAILROAD, 70 FEET NORTH OF THE AF0469'TELEPHONE POLE AND 12 FEET EAST OF THE FENCE. AF0469 AF0469 STATION RECOVERY (2003) AF0469 AF0469'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF0469'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF0469'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK1634 *********************************************************************** AK1634 DESIGNATION - M 17 AK1634 PID - AK1634 AK1634 STATE/COUNTY- FL/POLK AK1634 USGS QUAD - DAVENPORT (1985) AK1634 AK1634 *CURRENT SURVEY CONTROL AK1634 ___________________________________________________________________ AK1634* NAD 83(1986)- 28 08 07. (N) 081 36 51. (W) SCALED AK1634* NAVD 88 - 40.718 (meters) 133.59 (feet) ADJUSTED AK1634 ___________________________________________________________________ AK1634 GEOID HEIGHT- -27.17 (meters) GEOID99 AK1634 DYNAMIC HT - 40.657 (meters) 133.39 (feet) COMP AK1634 MODELED GRAV- 979,150.0 (mgal) NAVD 88 AK1634 AK1634 VERT ORDER - FIRST CLASS II AK1634 AK1634.The horizontal coordinates were scaled from a topographic map and have AK1634.an estimated accuracy of +/- 6 seconds. AK1634 AK1634.The orthometric height was determined by differential leveling AK1634.and adjusted by the National Geodetic Survey in June 1991. AK1634 AK1634.The geoid height was determined by GEOID99. AK1634 AK1634.The dynamic height is computed by dividing the NAVD 88 AK1634.geopotential number by the normal gravity value computed on the AK1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK1634.degrees latitude (g = 980.6199 gals.). AK1634 AK1634.The modeled gravity was interpolated from observed gravity values. AK1634 AK1634; North East Units Estimated Accuracy AK1634;SPC FL W - 421,260. 237,900. MT (+/- 180 meters Scaled) AK1634 AK1634 SUPERSEDED SURVEY CONTROL AK1634 AK1634 NGVD 29 (??/??/92) 40.975 (m) 134.43 (f) ADJ UNCH 1 2 AK1634 AK1634.Superseded values are not recommended for survey control. AK1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK1634.See file dsdata.txt to determine how the superseded data were derived. AK1634 AK1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM396123(NAD 83) AK1634_MARKER: DB = BENCH MARK DISK AK1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK1634_STAMPING: 134.432 M 17 1933 AK1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK1634+STABILITY: SURFACE MOTION AK1634 AK1634 HISTORY - Date Condition Report By AK1634 HISTORY - 1933 MONUMENTED CGS AK1634 HISTORY - 1951 GOOD NGS AK1634 HISTORY - 1959 MARK NOT FOUND NGS AK1634 HISTORY - 1989 GOOD USPSQD AK1634 HISTORY - 19970122 MARK NOT FOUND USPSQD AK1634 HISTORY - 20030915 MARK NOT FOUND FL-105 AK1634 AK1634 STATION DESCRIPTION AK1634 AK1634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951 AK1634'2 MI N FROM HAINES CITY. AK1634'2.0 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE AK1634'PASSENGER STATION AT HAINES CITY, POLK COUNTY, 69 FEET NORTH AK1634'OF A POLE, AT THE CROSSING OF A ROAD LEADING TO BATES GROVE, 36 AK1634'FEET WEST OF THE WEST RAIL, 18 FEET SOUTH OF THE CENTERLINE OF AK1634'THE ROAD, 13 FEET EAST OF A WIRE-FENCE CORNER, 1 FOOT SOUTH AK1634'OF THE FENCE, AND ABOUT 4 INCHES UNDER GROUND. AK1634 AK1634 STATION RECOVERY (1959) AK1634 AK1634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959 AK1634'MARK NOT FOUND. AK1634 AK1634 STATION RECOVERY (1989) AK1634 AK1634'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD) AK1634'RECOVERED IN GOOD CONDITION. AK1634 AK1634 STATION RECOVERY (1997) AK1634 AK1634'RECOVERY NOTE BY US POWER SQUADRON 1997 AK1634'MARK NOT FOUND. AK1634 AK1634 STATION RECOVERY (2003) AK1634 AK1634'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK1634'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AK1634'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK1729 *********************************************************************** AK1729 DESIGNATION - N 17 AK1729 PID - AK1729 AK1729 STATE/COUNTY- FL/POLK AK1729 USGS QUAD - DUNDEE (1987) AK1729 AK1729 *CURRENT SURVEY CONTROL AK1729 ___________________________________________________________________ AK1729* NAD 83(1986)- 28 06 50. (N) 081 37 23. (W) SCALED AK1729* NAVD 88 - 52.028 (meters) 170.70 (feet) ADJUSTED AK1729 ___________________________________________________________________ AK1729 GEOID HEIGHT- -27.10 (meters) GEOID99 AK1729 DYNAMIC HT - 51.950 (meters) 170.44 (feet) COMP AK1729 MODELED GRAV- 979,150.0 (mgal) NAVD 88 AK1729 AK1729 VERT ORDER - FIRST CLASS II AK1729 AK1729.The horizontal coordinates were scaled from a topographic map and have AK1729.an estimated accuracy of +/- 6 seconds. AK1729 AK1729.The orthometric height was determined by differential leveling AK1729.and adjusted by the National Geodetic Survey in June 1991. AK1729 AK1729.The geoid height was determined by GEOID99. AK1729 AK1729.The dynamic height is computed by dividing the NAVD 88 AK1729.geopotential number by the normal gravity value computed on the AK1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK1729.degrees latitude (g = 980.6199 gals.). AK1729 AK1729.The modeled gravity was interpolated from observed gravity values. AK1729 AK1729; North East Units Estimated Accuracy AK1729;SPC FL W - 418,890. 237,040. MT (+/- 180 meters Scaled) AK1729 AK1729 SUPERSEDED SURVEY CONTROL AK1729 AK1729 NGVD 29 (??/??/92) 52.279 (m) 171.52 (f) ADJ UNCH 1 2 AK1729 AK1729.Superseded values are not recommended for survey control. AK1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK1729.See file dsdata.txt to determine how the superseded data were derived. AK1729 AK1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM388099(NAD 83) AK1729_MARKER: DB = BENCH MARK DISK AK1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK1729_STAMPING: 171.519 N 17 1933 AK1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK1729+STABILITY: SURFACE MOTION AK1729 AK1729 HISTORY - Date Condition Report By AK1729 HISTORY - 1933 MONUMENTED CGS AK1729 HISTORY - 1953 MARK NOT FOUND NGS AK1729 HISTORY - 1959 MARK NOT FOUND NGS AK1729 HISTORY - 19970122 MARK NOT FOUND USPSQD AK1729 HISTORY - 20030911 MARK NOT FOUND FL-105 AK1729 AK1729 STATION DESCRIPTION AK1729 AK1729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 AK1729'AT HAINES CITY. AK1729'AT HAINES CITY, POLK COUNTY, 0.5 MILE NORTHEAST OF THE ATLANTIC AK1729'COAST LINE RAILROAD PASSENGER STATION, AT THE NORTHEAST ARM OF AK1729'THE WYE JUNCTION OF A BRANCH LINE TO SEBRING, ABOUT 320 FEET AK1729'NORTH OF THE POINT OF A SWITCH AT THE BRANCH-LINE JUNCTION, 120 AK1729'FEET SOUTH OF THE SOUTH END OF THE PLATFORM OF A CAR-ICING AK1729'PLANT, 90 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK AND AK1729'FRAME PACKING HOUSE, AND 39 FEET EAST OF THE EAST RAIL OF THE AK1729'MAIN TRACK. A STANDARD DISK, STAMPED 171.519 N 17 1933 AND SET AK1729'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND. AK1729 AK1729 STATION RECOVERY (1959) AK1729 AK1729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959 AK1729'MARK NOT FOUND. AK1729 AK1729 STATION RECOVERY (1997) AK1729 AK1729'RECOVERY NOTE BY US POWER SQUADRON 1997 AK1729'MARK NOT FOUND. AK1729 AK1729 STATION RECOVERY (2003) AK1729 AK1729'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK1729'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AK1729'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK1727 *********************************************************************** AK1727 DESIGNATION - P 17 AK1727 PID - AK1727 AK1727 STATE/COUNTY- FL/POLK AK1727 USGS QUAD - WINTER HAVEN (1983) AK1727 AK1727 *CURRENT SURVEY CONTROL AK1727 ___________________________________________________________________ AK1727* NAD 83(1986)- 28 06 33. (N) 081 37 36. (W) SCALED AK1727* NAVD 88 - 48.813 (meters) 160.15 (feet) ADJUSTED AK1727 ___________________________________________________________________ AK1727 GEOID HEIGHT- -27.07 (meters) GEOID99 AK1727 DYNAMIC HT - 48.740 (meters) 159.91 (feet) COMP AK1727 MODELED GRAV- 979,150.1 (mgal) NAVD 88 AK1727 AK1727 VERT ORDER - FIRST CLASS II AK1727 AK1727.The horizontal coordinates were scaled from a topographic map and have AK1727.an estimated accuracy of +/- 6 seconds. AK1727 AK1727.The orthometric height was determined by differential leveling AK1727.and adjusted by the National Geodetic Survey in June 1991. AK1727 AK1727.The geoid height was determined by GEOID99. AK1727 AK1727.The dynamic height is computed by dividing the NAVD 88 AK1727.geopotential number by the normal gravity value computed on the AK1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK1727.degrees latitude (g = 980.6199 gals.). AK1727 AK1727.The modeled gravity was interpolated from observed gravity values. AK1727 AK1727; North East Units Estimated Accuracy AK1727;SPC FL W - 418,360. 236,680. MT (+/- 180 meters Scaled) AK1727 AK1727 SUPERSEDED SURVEY CONTROL AK1727 AK1727 NGVD 29 (09/01/92) 49.106 (m) 161.11 (f) ADJUSTED 1 2 AK1727 AK1727.Superseded values are not recommended for survey control. AK1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK1727.See file dsdata.txt to determine how the superseded data were derived. AK1727 AK1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM384094(NAD 83) AK1727_MARKER: DB = BENCH MARK DISK AK1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK1727_STAMPING: P 17 1933 160.971 AK1727_MARK LOGO: CGS AK1727_MAGNETIC: N = NO MAGNETIC MATERIAL AK1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK1727+STABILITY: SURFACE MOTION AK1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AK1727+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2003 AK1727 AK1727 HISTORY - Date Condition Report By AK1727 HISTORY - 1933 MONUMENTED CGS AK1727 HISTORY - 1958 GOOD NGS AK1727 HISTORY - 1966 GOOD NGS AK1727 HISTORY - 1978 GOOD NGS AK1727 HISTORY - 19910629 GOOD USPSQD AK1727 HISTORY - 19970924 GOOD FLDEP AK1727 HISTORY - 20030911 GOOD FL-105 AK1727 AK1727 STATION DESCRIPTION AK1727 AK1727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AK1727'AT HAINES CITY. AK1727'AT HAINES CITY, 20 FT. SOUTH OF THE SOUTHWEST CORNER OF THE AK1727'ATLANTIC COAST LINE RAILROAD STATION, 42 FT. EAST OF THE EAST AK1727'RAIL OF THE MAIN TRACK, 16 FT. EAST OF THE EAST RAIL OF A SIDE AK1727'TRACK, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE AK1727'GROUND. AK1727 AK1727 STATION RECOVERY (1966) AK1727 AK1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 AK1727'RECOVERED IN GOOD CONDITION. AK1727 AK1727 STATION RECOVERY (1978) AK1727 AK1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AK1727'RECOVERED IN GOOD CONDITION. AK1727 AK1727 STATION RECOVERY (1991) AK1727 AK1727'RECOVERY NOTE BY US POWER SQUADRON 1991 (CKD) AK1727'RECOVERED IN GOOD CONDITION. AK1727 AK1727 STATION RECOVERY (1997) AK1727 AK1727'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (LGB) AK1727'RECOVERED AS DESCRIBED. AK1727 AK1727 STATION RECOVERY (2003) AK1727 AK1727'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK1727'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AK1727'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7065 *********************************************************************** AF7065 DESIGNATION - P 28 SFLWMD AF7065 PID - AF7065 AF7065 STATE/COUNTY- FL/POLK AF7065 USGS QUAD - LAKE MARIAN SW (1972) AF7065 AF7065 *CURRENT SURVEY CONTROL AF7065 ___________________________________________________________________ AF7065* NAD 83(1986)- 27 49 04. (N) 081 12 44. (W) SCALED AF7065* NAVD 88 - 16.550 (meters) 54.30 (feet) ADJUSTED AF7065 ___________________________________________________________________ AF7065 GEOID HEIGHT- -26.95 (meters) GEOID99 AF7065 DYNAMIC HT - 16.526 (meters) 54.22 (feet) COMP AF7065 MODELED GRAV- 979,149.7 (mgal) NAVD 88 AF7065 AF7065 VERT ORDER - SECOND CLASS II AF7065 AF7065.The horizontal coordinates were scaled from a topographic map and have AF7065.an estimated accuracy of +/- 6 seconds. AF7065 AF7065.The orthometric height was determined by differential leveling AF7065.and adjusted by the National Geodetic Survey in June 1991. AF7065 AF7065.The geoid height was determined by GEOID99. AF7065 AF7065.The dynamic height is computed by dividing the NAVD 88 AF7065.geopotential number by the normal gravity value computed on the AF7065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7065.degrees latitude (g = 980.6199 gals.). AF7065 AF7065.The modeled gravity was interpolated from observed gravity values. AF7065 AF7065; North East Units Estimated Accuracy AF7065;SPC FL W - 386,270. 277,610. MT (+/- 180 meters Scaled) AF7065 AF7065 SUPERSEDED SURVEY CONTROL AF7065 AF7065 NGVD 29 (09/01/92) 16.917 (m) 55.50 (f) ADJUSTED 2 2 AF7065 AF7065.Superseded values are not recommended for survey control. AF7065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7065.See file dsdata.txt to determine how the superseded data were derived. AF7065 AF7065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML790770(NAD 83) AF7065_MARKER: DB = BENCH MARK DISK AF7065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7065_STAMPING: P-28 AF7065_MARK LOGO: SFLWMD AF7065_PROJECTION: FLUSH AF7065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7065+STABILITY: SURFACE MOTION AF7065 AF7065 HISTORY - Date Condition Report By AF7065 HISTORY - UNK MONUMENTED SFLWMD AF7065 HISTORY - 1983 GOOD FLDNR AF7065 HISTORY - 19970203 MARK NOT FOUND USPSQD AF7065 HISTORY - 20030930 MARK NOT FOUND FL-105 AF7065 AF7065 STATION DESCRIPTION AF7065 AF7065'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7065'25.05 MI ESE FROM LAKE WALES. AF7065'BEGIN AT THE STATE HIGHWAY 60 BRIDGE OVER THE KISSIMMEE RIVER, AF7065'GO 1.8 MILES WEST ON HIGHWAY 60 TO THE JUNCTION OF GRAPE AF7065'HAMMOCK ROAD, GO 1.2 MILES NORTHERLY ON GRAPE HAMMOCK ROAD TO AF7065'THE MARK. THE MARK BEARS 25.0 FEET NORTH-NORTHWEST OF THE CENTERLINE AF7065'OF GRAPE HAMMOCK ROAD, 47.0 FEET EAST-NORTHEAST OF POWER POLE 38, AF7065'28.5 FEET WEST-SOUTHWEST OF THE CENTERLINE OF A PRIVATE DRIVE, AF7065'12.3 FEET WEST-SOUTHWEST OF A FENCE CORNER, AND 1.0 FOOT SOUTH AF7065'OF A WITNESS POST. AF7065'THE MARK IS 2 FT BELOW ROAD CENTERLINE. AF7065 AF7065 STATION RECOVERY (1997) AF7065 AF7065'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7065'MARK NOT FOUND. AF7065 AF7065 STATION RECOVERY (2003) AF7065 AF7065'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7065'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF7065'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6041 *********************************************************************** AF6041 DESIGNATION - P 64 AF6041 PID - AF6041 AF6041 STATE/COUNTY- FL/POLK AF6041 USGS QUAD - FROSTPROOF (1987) AF6041 AF6041 *CURRENT SURVEY CONTROL AF6041 ___________________________________________________________________ AF6041* NAD 83(1986)- 27 41 15. (N) 081 30 02. (W) SCALED AF6041* NAVD 88 - 28.695 (meters) 94.14 (feet) ADJUSTED AF6041 ___________________________________________________________________ AF6041 GEOID HEIGHT- -26.16 (meters) GEOID99 AF6041 DYNAMIC HT - 28.652 (meters) 94.00 (feet) COMP AF6041 MODELED GRAV- 979,134.5 (mgal) NAVD 88 AF6041 AF6041 VERT ORDER - SECOND CLASS 0 AF6041 AF6041.The horizontal coordinates were scaled from a topographic map and have AF6041.an estimated accuracy of +/- 6 seconds. AF6041 AF6041.The orthometric height was determined by differential leveling AF6041.and adjusted by the National Geodetic Survey in June 1991. AF6041 AF6041.The geoid height was determined by GEOID99. AF6041 AF6041.The dynamic height is computed by dividing the NAVD 88 AF6041.geopotential number by the normal gravity value computed on the AF6041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6041.degrees latitude (g = 980.6199 gals.). AF6041 AF6041.The modeled gravity was interpolated from observed gravity values. AF6041 AF6041; North East Units Estimated Accuracy AF6041;SPC FL W - 371,680. 249,270. MT (+/- 180 meters Scaled) AF6041 AF6041 SUPERSEDED SURVEY CONTROL AF6041 AF6041 NGVD 29 (??/??/92) 29.006 (m) 95.16 (f) ADJ UNCH 2 0 AF6041 AF6041.Superseded values are not recommended for survey control. AF6041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6041.See file dsdata.txt to determine how the superseded data were derived. AF6041 AF6041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML506626(NAD 83) AF6041_MARKER: DB = BENCH MARK DISK AF6041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6041_STAMPING: P 64 1934 AF6041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6041+STABILITY: SURFACE MOTION AF6041 AF6041 HISTORY - Date Condition Report By AF6041 HISTORY - 1934 MONUMENTED CGS AF6041 HISTORY - 1958 GOOD NGS AF6041 HISTORY - 20030917 MARK NOT FOUND FL-105 AF6041 AF6041 STATION DESCRIPTION AF6041 AF6041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AF6041'4.2 MI S FROM FROSTPROOF. AF6041'4.2 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE AF6041'STATION AT FROSTPROOF, 112 YARDS SOUTH OF MILEPOST 32, 45 FT. AF6041'EAST OF THE EAST RAIL, 15 FT. WEST OF A FENCE, 29 FT. WEST OF AF6041'POWER POLE 228, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS AF6041'0.1 FT. ABOVE THE GROUND. AF6041 AF6041 STATION RECOVERY (2003) AF6041 AF6041'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6041'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF6041'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7022 *********************************************************************** AF7022 DESIGNATION - PO 10 AF7022 PID - AF7022 AF7022 STATE/COUNTY- FL/POLK AF7022 USGS QUAD - HESPERIDES (1972) AF7022 AF7022 *CURRENT SURVEY CONTROL AF7022 ___________________________________________________________________ AF7022* NAD 83(1986)- 27 58 17. (N) 081 22 55. (W) SCALED AF7022* NAVD 88 - 19.182 (meters) 62.93 (feet) ADJUSTED AF7022 ___________________________________________________________________ AF7022 GEOID HEIGHT- -27.23 (meters) GEOID99 AF7022 DYNAMIC HT - 19.153 (meters) 62.84 (feet) COMP AF7022 MODELED GRAV- 979,148.4 (mgal) NAVD 88 AF7022 AF7022 VERT ORDER - SECOND CLASS II AF7022 AF7022.The horizontal coordinates were scaled from a topographic map and have AF7022.an estimated accuracy of +/- 6 seconds. AF7022 AF7022.The orthometric height was determined by differential leveling AF7022.and adjusted by the National Geodetic Survey in June 1991. AF7022 AF7022.The geoid height was determined by GEOID99. AF7022 AF7022.The dynamic height is computed by dividing the NAVD 88 AF7022.geopotential number by the normal gravity value computed on the AF7022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7022.degrees latitude (g = 980.6199 gals.). AF7022 AF7022.The modeled gravity was interpolated from observed gravity values. AF7022 AF7022; North East Units Estimated Accuracy AF7022;SPC FL W - 403,190. 260,810. MT (+/- 180 meters Scaled) AF7022 AF7022 SUPERSEDED SURVEY CONTROL AF7022 AF7022 NGVD 29 (09/01/92) 19.550 (m) 64.14 (f) ADJUSTED 2 2 AF7022 AF7022.Superseded values are not recommended for survey control. AF7022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7022.See file dsdata.txt to determine how the superseded data were derived. AF7022 AF7022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML624940(NAD 83) AF7022_MARKER: DD = SURVEY DISK AF7022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7022_STAMPING: B.M. PO-10 AF7022_MARK LOGO: SFLWMD AF7022_PROJECTION: PROJECTING 5 CENTIMETERS AF7022_MAGNETIC: N = NO MAGNETIC MATERIAL AF7022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7022+STABILITY: SURFACE MOTION AF7022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7022+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2001 AF7022 AF7022 HISTORY - Date Condition Report By AF7022 HISTORY - UNK MONUMENTED SFLWMD AF7022 HISTORY - 1983 GOOD FLDNR AF7022 HISTORY - 19970203 POOR USPSQD AF7022 HISTORY - 20010118 POOR FLDEP AF7022 HISTORY - 20020304 POOR PICKET AF7022 HISTORY - 20030923 GOOD FL-105 AF7022 AF7022 STATION DESCRIPTION AF7022 AF7022'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7022'17.2 MI ENE FROM LAKE WALES. AF7022'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL AF7022'RAILROAD, GO 8.25 MILES EASTERLY ON HIGHWAY 60 TO THE INTERSECTION AF7022'OF BOY SCOUT ROAD, GO 3.7 MILES NORTH ON BOY SCOUT ROAD TO CAMP AF7022'MACK ROAD, GO 5.25 MILES EASTERLY ON CAMP MACK ROAD TO THE ENTRANCE AF7022'TO LAKE KISSIMMEE STATE PARK AND THE MARK. THE MARK BEARS 102 FEET AF7022'SOUTH OF THE CENTERLINE OF CAMP MACK ROAD, 17.6 FEET WEST OF THE AF7022'CENTERLINE OF THE PARK ROAD, 0.6 FOOT NORTH OF A FENCE LINE, AND 4 AF7022'FEET WEST OF A GATE POST. AF7022 AF7022 STATION RECOVERY (1997) AF7022 AF7022'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7022'MARK RECOVERED IN POOR CONDITION. AF7022 AF7022 STATION RECOVERY (2001) AF7022 AF7022'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AF7022'RECOVERED IN POOR CONDITION, BUT NOT LEVELED TO. AF7022 AF7022 STATION RECOVERY (2002) AF7022 AF7022'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2002 (HS) AF7022'STAMPING NOT LEGIBLE DISK IS SCRATCHED AF7022 AF7022 STATION RECOVERY (2003) AF7022 AF7022'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7022'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7022'APPRAISER GIS DEPARTMENT. NOT ABLE TO READ DISK. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7066 *********************************************************************** AF7066 DESIGNATION - PO 11 SFLWMD AF7066 PID - AF7066 AF7066 STATE/COUNTY- FL/POLK AF7066 USGS QUAD - LAKE WEOHYAKAPKA NE (1972) AF7066 AF7066 *CURRENT SURVEY CONTROL AF7066 ___________________________________________________________________ AF7066* NAD 83(1986)- 27 58 31. (N) 081 22 09. (W) SCALED AF7066* NAVD 88 - 20.001 (meters) 65.62 (feet) ADJUSTED AF7066 ___________________________________________________________________ AF7066 GEOID HEIGHT- -27.26 (meters) GEOID99 AF7066 DYNAMIC HT - 19.971 (meters) 65.52 (feet) COMP AF7066 MODELED GRAV- 979,148.3 (mgal) NAVD 88 AF7066 AF7066 VERT ORDER - SECOND CLASS II AF7066 AF7066.The horizontal coordinates were scaled from a topographic map and have AF7066.an estimated accuracy of +/- 6 seconds. AF7066 AF7066.The orthometric height was determined by differential leveling AF7066.and adjusted by the National Geodetic Survey in June 1991. AF7066 AF7066.The geoid height was determined by GEOID99. AF7066 AF7066.The dynamic height is computed by dividing the NAVD 88 AF7066.geopotential number by the normal gravity value computed on the AF7066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7066.degrees latitude (g = 980.6199 gals.). AF7066 AF7066.The modeled gravity was interpolated from observed gravity values. AF7066 AF7066; North East Units Estimated Accuracy AF7066;SPC FL W - 403,630. 262,060. MT (+/- 180 meters Scaled) AF7066 AF7066 SUPERSEDED SURVEY CONTROL AF7066 AF7066 NGVD 29 (09/01/92) 20.369 (m) 66.83 (f) ADJUSTED 2 2 AF7066 AF7066.Superseded values are not recommended for survey control. AF7066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7066.See file dsdata.txt to determine how the superseded data were derived. AF7066 AF7066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML636945(NAD 83) AF7066_MARKER: DB = BENCH MARK DISK AF7066_SETTING: 31 = CONCRETE BRIDGE CURB AF7066_STAMPING: B.M. PO-11 AF7066_MARK LOGO: SFLWMD AF7066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AF7066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7066+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 AF7066 AF7066 HISTORY - Date Condition Report By AF7066 HISTORY - UNK MONUMENTED SFLWMD AF7066 HISTORY - 1983 GOOD FLDNR AF7066 HISTORY - 19970203 GOOD USPSQD AF7066 HISTORY - 20030923 GOOD FL-105 AF7066 AF7066 STATION DESCRIPTION AF7066 AF7066'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7066'17.9 MI ENE FROM LAKE WALES. AF7066'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL AF7066'RAILROAD, GO 8.25 MILES EASTERLY ON HIGHWAY 60 TO THE INTERSECTION AF7066'OF BOY SCOUT ROAD, GO 3.7 MILES NORTH ON BOY SCOUT ROAD TO CAMP AF7066'MACK ROAD, GO 5.3 MILES EASTERLY ON CAMP MACK ROAD TO AF7066'THE JUNCTION OF A SAND ROAD AND A GATE TO THE ZIPPERER FAMILY AF7066'PROPERTY, GO 0.4 MILE EAST ON THE SAND ROAD TO A FORK, BEAR LEFT AF7066'AND GO 0.25 MILE NORTHWEST TO A CONCRETE BRIDGE AND THE MARK. THE AF7066'MARK BEARS 16.8 FEET SOUTHWEST OF THE SOUTHERNMOST PIER OF THE AF7066'BRIDGE AND IS SET IN THE TOP OF THE CURB ON THE SOUTHEAST SIDE OF AF7066'THE BRIDGE. AF7066 AF7066 STATION RECOVERY (1997) AF7066 AF7066'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7066'RECOVERED IN GOOD CONDITION. AF7066 AF7066 STATION RECOVERY (2003) AF7066 AF7066'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7066'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7066'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7014 *********************************************************************** AF7014 DESIGNATION - PO 2 SFLWMD AF7014 PID - AF7014 AF7014 STATE/COUNTY- FL/POLK AF7014 USGS QUAD - HESPERIDES (1972) AF7014 AF7014 *CURRENT SURVEY CONTROL AF7014 ___________________________________________________________________ AF7014* NAD 83(1986)- 27 53 38. (N) 081 26 57. (W) SCALED AF7014* NAVD 88 - 35.188 (meters) 115.45 (feet) ADJUSTED AF7014 ___________________________________________________________________ AF7014 GEOID HEIGHT- -26.87 (meters) GEOID99 AF7014 DYNAMIC HT - 35.135 (meters) 115.27 (feet) COMP AF7014 MODELED GRAV- 979,145.8 (mgal) NAVD 88 AF7014 AF7014 VERT ORDER - SECOND CLASS II AF7014 AF7014.The horizontal coordinates were scaled from a topographic map and have AF7014.an estimated accuracy of +/- 6 seconds. AF7014 AF7014.The orthometric height was determined by differential leveling AF7014.and adjusted by the National Geodetic Survey in June 1991. AF7014 AF7014.The geoid height was determined by GEOID99. AF7014 AF7014.The dynamic height is computed by dividing the NAVD 88 AF7014.geopotential number by the normal gravity value computed on the AF7014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7014.degrees latitude (g = 980.6199 gals.). AF7014 AF7014.The modeled gravity was interpolated from observed gravity values. AF7014 AF7014; North East Units Estimated Accuracy AF7014;SPC FL W - 394,570. 254,230. MT (+/- 180 meters Scaled) AF7014 AF7014 SUPERSEDED SURVEY CONTROL AF7014 AF7014 NGVD 29 (09/01/92) 35.556 (m) 116.65 (f) ADJUSTED 2 2 AF7014 AF7014.Superseded values are not recommended for survey control. AF7014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7014.See file dsdata.txt to determine how the superseded data were derived. AF7014 AF7014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML557855(NAD 83) AF7014_MARKER: DB = BENCH MARK DISK AF7014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7014_STAMPING: B.M. PO-2 AF7014_MARK LOGO: SFLWMD AF7014_PROJECTION: FLUSH AF7014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7014+STABILITY: SURFACE MOTION AF7014 AF7014 HISTORY - Date Condition Report By AF7014 HISTORY - UNK MONUMENTED SFLWMD AF7014 HISTORY - 1983 GOOD FLDNR AF7014 HISTORY - 19970203 MARK NOT FOUND USPSQD AF7014 HISTORY - 20030923 MARK NOT FOUND FL-105 AF7014 AF7014 STATION DESCRIPTION AF7014 AF7014'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7014'9.4 MI EAST FROM LAKE WALES. AF7014'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL AF7014'RAILROAD, GO 8.25 MILES EAST ON HIGHWAY 60 TO THE AF7014'INTERSECTION OF BOY SCOUT ROAD, GO 1.15 MILES NORTH ON BOY SCOUT AF7014'ROAD TO THE ENTRANCE TO FLAMING ARROW BOY SCOUT CAMP AND THE MARK. AF7014'THE MARK BEARS 35 FEET NORTHWEST OF THE CENTERLINE OF BOY SCOUT AF7014'ROAD, 3 FEET WEST OF POWER POLE 6165, 67 FEET WEST-NORTHWEST OF AF7014'POWER POLE 6164, AND SOUTHWEST OF THE ENTRANCE ROAD. AF7014 AF7014 STATION RECOVERY (1997) AF7014 AF7014'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7014'MARK NOT FOUND. AF7014 AF7014 STATION RECOVERY (2003) AF7014 AF7014'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7014'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF7014'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7015 *********************************************************************** AF7015 DESIGNATION - PO 3 SFLWMD AF7015 PID - AF7015 AF7015 STATE/COUNTY- FL/POLK AF7015 USGS QUAD - HESPERIDES (1972) AF7015 AF7015 *CURRENT SURVEY CONTROL AF7015 ___________________________________________________________________ AF7015* NAD 83(1986)- 27 54 01. (N) 081 26 36. (W) SCALED AF7015* NAVD 88 - 33.068 (meters) 108.49 (feet) ADJUSTED AF7015 ___________________________________________________________________ AF7015 GEOID HEIGHT- -26.90 (meters) GEOID99 AF7015 DYNAMIC HT - 33.018 (meters) 108.33 (feet) COMP AF7015 MODELED GRAV- 979,146.0 (mgal) NAVD 88 AF7015 AF7015 VERT ORDER - SECOND CLASS II AF7015 AF7015.The horizontal coordinates were scaled from a topographic map and have AF7015.an estimated accuracy of +/- 6 seconds. AF7015 AF7015.The orthometric height was determined by differential leveling AF7015.and adjusted by the National Geodetic Survey in June 1991. AF7015 AF7015.The geoid height was determined by GEOID99. AF7015 AF7015.The dynamic height is computed by dividing the NAVD 88 AF7015.geopotential number by the normal gravity value computed on the AF7015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7015.degrees latitude (g = 980.6199 gals.). AF7015 AF7015.The modeled gravity was interpolated from observed gravity values. AF7015 AF7015; North East Units Estimated Accuracy AF7015;SPC FL W - 395,280. 254,800. MT (+/- 180 meters Scaled) AF7015 AF7015 SUPERSEDED SURVEY CONTROL AF7015 AF7015 NGVD 29 (09/01/92) 33.436 (m) 109.70 (f) ADJUSTED 2 2 AF7015 AF7015.Superseded values are not recommended for survey control. AF7015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7015.See file dsdata.txt to determine how the superseded data were derived. AF7015 AF7015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML563862(NAD 83) AF7015_MARKER: DB = BENCH MARK DISK AF7015_SETTING: 32 = CONCRETE CULVERT HEADWALL AF7015_STAMPING: B.M. PO-3 AF7015_MARK LOGO: SFLWMD AF7015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7015+STABILITY: SURFACE MOTION AF7015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7015+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 AF7015 AF7015 HISTORY - Date Condition Report By AF7015 HISTORY - UNK MONUMENTED SFLWMD AF7015 HISTORY - 1983 GOOD FLDNR AF7015 HISTORY - 19970203 MARK NOT FOUND USPSQD AF7015 HISTORY - 20030923 GOOD FL-105 AF7015 AF7015 STATION DESCRIPTION AF7015 AF7015'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7015'10.25 MI EAST FROM LAKE WALES. AF7015'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL AF7015'RAILROAD, GO 8.25 MILES EAST ON HIGHWAY 60 TO THE AF7015'INTERSECTION OF BOY SCOUT ROAD, GO 2.0 MILES NORTHERLY ON BOY SCOUT AF7015'ROAD TO THE MARK. THE MARK BEARS 26.4 FEET SOUTHWEST OF THE AF7015'CENTERLINE OF BOY SCOUT ROAD, 71.8 FEET WEST-SOUTHWEST OF POWER AF7015'POLE 6-667, AND IS SET IN THE TOP OF A CONCRETE CULVERT HEADWALL. AF7015'THE MARK IS 1 FT BELOW ROAD CENTERLINE. AF7015 AF7015 STATION RECOVERY (1997) AF7015 AF7015'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7015'MARK NOT FOUND. AF7015 AF7015 STATION RECOVERY (2003) AF7015 AF7015'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7015'RECOVERED AS DESCRIBED.RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER AF7015'GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7016 *********************************************************************** AF7016 DESIGNATION - PO 4 SFLWMD AF7016 PID - AF7016 AF7016 STATE/COUNTY- FL/POLK AF7016 USGS QUAD - HESPERIDES (1972) AF7016 AF7016 *CURRENT SURVEY CONTROL AF7016 ___________________________________________________________________ AF7016* NAD 83(1986)- 27 54 54. (N) 081 26 52. (W) SCALED AF7016* NAVD 88 - 33.239 (meters) 109.05 (feet) ADJUSTED AF7016 ___________________________________________________________________ AF7016 GEOID HEIGHT- -26.93 (meters) GEOID99 AF7016 DYNAMIC HT - 33.190 (meters) 108.89 (feet) COMP AF7016 MODELED GRAV- 979,147.2 (mgal) NAVD 88 AF7016 AF7016 VERT ORDER - SECOND CLASS II AF7016 AF7016.The horizontal coordinates were scaled from a topographic map and have AF7016.an estimated accuracy of +/- 6 seconds. AF7016 AF7016.The orthometric height was determined by differential leveling AF7016.and adjusted by the National Geodetic Survey in June 1991. AF7016 AF7016.The geoid height was determined by GEOID99. AF7016 AF7016.The dynamic height is computed by dividing the NAVD 88 AF7016.geopotential number by the normal gravity value computed on the AF7016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7016.degrees latitude (g = 980.6199 gals.). AF7016 AF7016.The modeled gravity was interpolated from observed gravity values. AF7016 AF7016; North East Units Estimated Accuracy AF7016;SPC FL W - 396,910. 254,360. MT (+/- 180 meters Scaled) AF7016 AF7016 SUPERSEDED SURVEY CONTROL AF7016 AF7016 NGVD 29 (09/01/92) 33.608 (m) 110.26 (f) ADJUSTED 2 2 AF7016 AF7016.Superseded values are not recommended for survey control. AF7016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7016.See file dsdata.txt to determine how the superseded data were derived. AF7016 AF7016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML559878(NAD 83) AF7016_MARKER: DB = BENCH MARK DISK AF7016_SETTING: 32 = CONCRETE CULVERT HEADWALL AF7016_STAMPING: B.M. PO-4 AF7016_MARK LOGO: SFLWMD AF7016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7016+STABILITY: SURFACE MOTION AF7016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7016+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 AF7016 AF7016 HISTORY - Date Condition Report By AF7016 HISTORY - UNK MONUMENTED SFLWMD AF7016 HISTORY - 1983 GOOD FLDNR AF7016 HISTORY - 19970203 MARK NOT FOUND USPSQD AF7016 HISTORY - 20030923 GOOD FL-105 AF7016 AF7016 STATION DESCRIPTION AF7016 AF7016'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7016'11.05 MI ENE FROM LAKE WALES. AF7016'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL AF7016'RAILROAD, GO 8.25 MILES EAST ON HIGHWAY 60 TO THE AF7016'INTERSECTION OF BOY SCOUT ROAD, GO 2.8 MILES NORTH ON BOY SCOUT AF7016'ROAD TO THE MARK. THE MARK BEARS 19.4 FEET WEST OF THE AF7016'CENTERLINE OF THE ROAD, 58 FEET WEST-NORTHWEST OF POWER POLE AF7016'6-1810, AND IS SET IN THE TOP OF A CONCRETE CULVERT AF7016'HEADWALL. AF7016'THE MARK IS 1 FT BELOW ROAD CENTERLINE. AF7016 AF7016 STATION RECOVERY (1997) AF7016 AF7016'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7016'MARK NOT FOUND. AF7016 AF7016 STATION RECOVERY (2003) AF7016 AF7016'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7016'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7016'APPRAISER GIS DEPARTMENT. SET CARSONITE WITNESS POST N05W AT 6.7'FT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7017 *********************************************************************** AF7017 DESIGNATION - PO 5 SFLWMD AF7017 PID - AF7017 AF7017 STATE/COUNTY- FL/POLK AF7017 USGS QUAD - HESPERIDES (1972) AF7017 AF7017 *CURRENT SURVEY CONTROL AF7017 ___________________________________________________________________ AF7017* NAD 83(1986)- 27 55 41. (N) 081 26 53. (W) SCALED AF7017* NAVD 88 - 31.070 (meters) 101.94 (feet) ADJUSTED AF7017 ___________________________________________________________________ AF7017 GEOID HEIGHT- -26.97 (meters) GEOID99 AF7017 DYNAMIC HT - 31.023 (meters) 101.78 (feet) COMP AF7017 MODELED GRAV- 979,148.0 (mgal) NAVD 88 AF7017 AF7017 VERT ORDER - SECOND CLASS II AF7017 AF7017.The horizontal coordinates were scaled from a topographic map and have AF7017.an estimated accuracy of +/- 6 seconds. AF7017 AF7017.The orthometric height was determined by differential leveling AF7017.and adjusted by the National Geodetic Survey in June 1991. AF7017 AF7017.The geoid height was determined by GEOID99. AF7017 AF7017.The dynamic height is computed by dividing the NAVD 88 AF7017.geopotential number by the normal gravity value computed on the AF7017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7017.degrees latitude (g = 980.6199 gals.). AF7017 AF7017.The modeled gravity was interpolated from observed gravity values. AF7017 AF7017; North East Units Estimated Accuracy AF7017;SPC FL W - 398,360. 254,320. MT (+/- 180 meters Scaled) AF7017 AF7017 SUPERSEDED SURVEY CONTROL AF7017 AF7017 NGVD 29 (09/01/92) 31.438 (m) 103.14 (f) ADJUSTED 2 2 AF7017 AF7017.Superseded values are not recommended for survey control. AF7017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7017.See file dsdata.txt to determine how the superseded data were derived. AF7017 AF7017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML559893(NAD 83) AF7017_MARKER: DB = BENCH MARK DISK AF7017_SETTING: 32 = CONCRETE CULVERT HEADWALL AF7017_STAMPING: B.M. PO-5 AF7017_MARK LOGO: SFLWMD AF7017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7017+STABILITY: SURFACE MOTION AF7017 AF7017 HISTORY - Date Condition Report By AF7017 HISTORY - UNK MONUMENTED SFLWMD AF7017 HISTORY - 1983 GOOD FLDNR AF7017 HISTORY - 19970203 GOOD USPSQD AF7017 HISTORY - 20030922 MARK NOT FOUND FL-105 AF7017 AF7017 STATION DESCRIPTION AF7017 AF7017'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7017'11.95 MI ENE FROM LAKE WALES. AF7017'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL AF7017'RAILROAD, GO 8.25 MILES EASTERLY ON HIGHWAY 60 TO THE AF7017'INTERSECTION OF BOY SCOUT ROAD, GO 3.7 MILES NORTH ON BOY SCOUT AF7017'ROAD TO CAMP MACK ROAD AND THE MARK. THE MARK BEARS 39 FEET EAST AF7017'OF THE CENTERLINE OF BOY SCOUT/BARNEY KEEN ROAD, 23.5 FEET SOUTH AF7017'OF THE CENTERLINE OF CAMP MACK ROAD, AND 56 FEET SOUTH OF POWER AF7017'POLE 6-1819. AF7017'THE MARK IS 1 FT BELOW ROAD CENTERLINE. AF7017 AF7017 STATION RECOVERY (1997) AF7017 AF7017'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7017'RECOVERED IN GOOD CONDITION. AF7017 AF7017 STATION RECOVERY (2003) AF7017 AF7017'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7017'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF7017'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7018 *********************************************************************** AF7018 DESIGNATION - PO 6 RESET AF7018 PID - AF7018 AF7018 STATE/COUNTY- FL/POLK AF7018 USGS QUAD - HESPERIDES (1972) AF7018 AF7018 *CURRENT SURVEY CONTROL AF7018 ___________________________________________________________________ AF7018* NAD 83(1986)- 27 56 03. (N) 081 26 11. (W) SCALED AF7018* NAVD 88 - 18.245 (meters) 59.86 (feet) ADJUSTED AF7018 ___________________________________________________________________ AF7018 GEOID HEIGHT- -27.02 (meters) GEOID99 AF7018 DYNAMIC HT - 18.218 (meters) 59.77 (feet) COMP AF7018 MODELED GRAV- 979,147.9 (mgal) NAVD 88 AF7018 AF7018 VERT ORDER - SECOND CLASS II AF7018 AF7018.The horizontal coordinates were scaled from a topographic map and have AF7018.an estimated accuracy of +/- 6 seconds. AF7018 AF7018.The orthometric height was determined by differential leveling AF7018.and adjusted by the National Geodetic Survey in June 1991. AF7018 AF7018.The geoid height was determined by GEOID99. AF7018 AF7018.The dynamic height is computed by dividing the NAVD 88 AF7018.geopotential number by the normal gravity value computed on the AF7018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7018.degrees latitude (g = 980.6199 gals.). AF7018 AF7018.The modeled gravity was interpolated from observed gravity values. AF7018 AF7018; North East Units Estimated Accuracy AF7018;SPC FL W - 399,040. 255,470. MT (+/- 180 meters Scaled) AF7018 AF7018 SUPERSEDED SURVEY CONTROL AF7018 AF7018 NGVD 29 (09/01/92) 18.613 (m) 61.07 (f) ADJUSTED 2 2 AF7018 AF7018.Superseded values are not recommended for survey control. AF7018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7018.See file dsdata.txt to determine how the superseded data were derived. AF7018 AF7018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML570899(NAD 83) AF7018_MARKER: DB = BENCH MARK DISK AF7018_SETTING: 32 = CULVERT HEADWALL AF7018_STAMPING: PO-6 RESET 1983 AF7018_MARK LOGO: SFLWMD AF7018_MAGNETIC: N = NO MAGNETIC MATERIAL AF7018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7018+STABILITY: SURFACE MOTION AF7018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7018+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2001 AF7018 AF7018 HISTORY - Date Condition Report By AF7018 HISTORY - 1983 MONUMENTED SFLWMD AF7018 HISTORY - 1983 GOOD FLDNR AF7018 HISTORY - 19950816 GOOD USPSQD AF7018 HISTORY - 20010118 GOOD FLDEP AF7018 HISTORY - 20030922 GOOD FL-105 AF7018 AF7018 STATION DESCRIPTION AF7018 AF7018'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7018'12.7 MI ENE FROM LAKE WALES. AF7018'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL AF7018'RAILROAD, GO 8.25 MILES EAST ON HIGHWAY 60 TO THE INTERSECTION OF AF7018'BOY SCOUT ROAD, GO 3.7 MILES NORTH ON BOY SCOUT ROAD TO CAMP MACK AF7018'ROAD, GO 0.75 MILE EAST ON CAMP MACK ROAD TO THE MARK. AF7018'THE MARK BEARS 43.5 FEET NORTH OF THE CENTERLINE OF THE ROAD AND AF7018'IS SET IN THE EAST END OF THE HEADWALL FOR A DOUBLE BOX CULVERT. AF7018'THE MARK IS ABOVE LEVEL WITH ROAD. AF7018 AF7018 STATION RECOVERY (1995) AF7018 AF7018'RECOVERY NOTE BY US POWER SQUADRON 1995 AF7018'RECOVERED IN GOOD CONDITION. AF7018 AF7018 STATION RECOVERY (2001) AF7018 AF7018'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AF7018'THE MARK IS ABOUT 12.4 MI (20.0 KM) EAST-NORTHWEST OF LAKE WALES, IN AF7018'SECTION 29, TOWNSHIP 29 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM AF7018'THE INTERSECTION OF STATE ROAD 27 AND STATE ROAD 60 IN LAKE WALES, GO AF7018'EAST-SOUTHEAST ON STATE ROAD 60 FOR 7.3 MI (11.7 KM) TO THE JUNCTION AF7018'OF MAMMOTH GROVE ROAD ON THE LEFT, TURN LEFT ON MAMMOTH GROVE ROAD AND AF7018'GO NORTH FOR 2.05 MI (3.30 KM) TO THE JUNCTION OF CAMP MACK ROAD ON AF7018'THE RIGHT, TURN RIGHT ON CAMP MACK ROAD AND GO NORTH FOR 0.25 MI (0.40 AF7018'KM) TO A CURVE EAST, CONTINUE EAST ON CAMP MACK ROAD FOR 2.3 MI (3.7 AF7018'KM) TO THE JUNCTION OF BARNEY KEEN ROAD (BOY SCOUT ROAD) , CONTINUE AF7018'NORTH ON CAMP MACK ROAD FOR 0.75 MI (1.21 KM) TO THE MARK ON THE LEFT, AF7018'SET IN THE EAST END OF THE CONCRETE HEADWALL LEVEL WITH CAMP MACK AF7018'ROAD. LOCATED 44.7 FT (13.6 M) NORTHWEST OF THE CENTERLINE OF CAMP AF7018'MACK ROAD, 27.0 FT (8.2 M) EAST OF THE WEST END OF THE HEADWALL, 23.2 AF7018'FT (7.1 M) NORTH OF A BARBWIRE FENCE AND 1.0 FT (0.3 M) WEST OF THE AF7018'EAST END OF THE HEADWALL. AF7018 AF7018 STATION RECOVERY (2003) AF7018 AF7018'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7018'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7018'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7021 *********************************************************************** AF7021 DESIGNATION - PO 9 AF7021 PID - AF7021 AF7021 STATE/COUNTY- FL/POLK AF7021 USGS QUAD - HESPERIDES (1972) AF7021 AF7021 *CURRENT SURVEY CONTROL AF7021 ___________________________________________________________________ AF7021* NAD 83(1986)- 27 58 07. (N) 081 23 58. (W) SCALED AF7021* NAVD 88 - 19.511 (meters) 64.01 (feet) ADJUSTED AF7021 ___________________________________________________________________ AF7021 GEOID HEIGHT- -27.19 (meters) GEOID99 AF7021 DYNAMIC HT - 19.481 (meters) 63.91 (feet) COMP AF7021 MODELED GRAV- 979,148.7 (mgal) NAVD 88 AF7021 AF7021 VERT ORDER - SECOND CLASS II AF7021 AF7021.The horizontal coordinates were scaled from a topographic map and have AF7021.an estimated accuracy of +/- 6 seconds. AF7021 AF7021.The orthometric height was determined by differential leveling AF7021.and adjusted by the National Geodetic Survey in June 1991. AF7021 AF7021.The geoid height was determined by GEOID99. AF7021 AF7021.The dynamic height is computed by dividing the NAVD 88 AF7021.geopotential number by the normal gravity value computed on the AF7021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7021.degrees latitude (g = 980.6199 gals.). AF7021 AF7021.The modeled gravity was interpolated from observed gravity values. AF7021 AF7021; North East Units Estimated Accuracy AF7021;SPC FL W - 402,880. 259,090. MT (+/- 180 meters Scaled) AF7021 AF7021 SUPERSEDED SURVEY CONTROL AF7021 AF7021 NGVD 29 (09/01/92) 19.879 (m) 65.22 (f) ADJUSTED 2 2 AF7021 AF7021.Superseded values are not recommended for survey control. AF7021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7021.See file dsdata.txt to determine how the superseded data were derived. AF7021 AF7021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML607937(NAD 83) AF7021_MARKER: DB = BENCH MARK DISK AF7021_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND AF7021_STAMPING: S.F.W.M PO BM 9 AF7021_MARK LOGO: SFLWMD AF7021_PROJECTION: PROJECTING 13 CENTIMETERS AF7021_MAGNETIC: N = NO MAGNETIC MATERIAL AF7021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AF7021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7021+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003 AF7021 AF7021 HISTORY - Date Condition Report By AF7021 HISTORY - UNK MONUMENTED SFLWMD AF7021 HISTORY - 1983 GOOD FLDNR AF7021 HISTORY - 19970203 MARK NOT FOUND USPSQD AF7021 HISTORY - 20010118 GOOD FLDEP AF7021 HISTORY - 20020304 GOOD PICKET AF7021 HISTORY - 20030922 GOOD FL-105 AF7021 AF7021 STATION DESCRIPTION AF7021 AF7021'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7021'15.95 MI ENE FROM LAKE WALES. AF7021'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL AF7021'RAILROAD, GO 8.25 MILES EASTERLY ON HIGHWAY 60 TO THE INTERSECTION AF7021'OF BOY SCOUT ROAD, GO 3.7 MILES NORTH ON BOY SCOUT ROAD TO CAMP MACK AF7021'ROAD, GO 4.0 MILES EASTERLY ON CAMP MACK ROAD TO THE MARK. AF7021'THE MARK BEARS 41.7 FEET SOUTHWEST OF THE CENTERLINE OF CAMP MACK AF7021'ROAD, 1.3 FEET NORTH OF A FENCE LINE, 4.6 FEET SOUTH OF POWER POLE AF7021'NO. 6-10631, AND 32 FEET NORTHWEST OF A GATE POST. AF7021 AF7021 STATION RECOVERY (1997) AF7021 AF7021'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7021'MARK NOT FOUND. AF7021 AF7021 STATION RECOVERY (2001) AF7021 AF7021'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AF7021'THE MARK IS ABOUT 15.5 MI (24.9 KM) EAST-NORTHWEST OF LAKE WALES, IN AF7021'SECTION 15, TOWNSHIP 29 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM AF7021'THE INTERSECTION OF STATE ROAD 27 AND STATE ROAD 60 IN LAKE WALES, GO AF7021'EAST-SOUTHEAST ON STATE ROAD 60 FOR 7.3 MI (11.7 KM) TO THE JUNCTION AF7021'OF MAMMOTH GROVE ROAD ON THE LEFT, TURN LEFT ON MAMMOTH GROVE ROAD AND AF7021'GO FOR 2.05 MI (3.30 KM) TO THE JUNCTION OF CAMP MACK ROAD ON THE AF7021'RIGHT, TURN RIGHT ON CAMP MACK ROAD FOR AND GO NORTH 0.25 MI (0.40 KM) AF7021'TO A CURVE EAST, CONTINUE EAST ON CAMP MACK ROAD FOR 2.3 MI (3.7 KM) AF7021'TO THE JUNCTION OF BARNEY KEEN ROAD (BOY SCOUT ROAD) ON THE RIGHT, AF7021'CONTINUE NORTHEASTERLY ON CAMP MACK ROAD FOR 3.7 MI (6.0 KM) TO THE AF7021'MARK ON THE RIGHT, SET IN THE TOP OF A 4-INCH SQUARE CONCRETE MONUMENT AF7021'PROJECTING 0.4 FT (12.2 CM) ABOVE THE LEVEL OF THE GROUND AND ABOVE AF7021'THE LEVEL OF CAMP MACK ROAD. LOCATED 42.1 FT (12.8 M) SOUTHEAST OF THE AF7021'APPROXIMATE CENTERLINE OF CAMP MACK ROAD, 3.5 FT (1.1 M) SOUTHEAST OF AF7021'POWER POLE NUMBER FPC B11515, 1.9 FT (0.6 M) NORTHWEST OF A BARBWIRE AF7021'FENCE AND 1.5 FT (0.5 M) NORTHWEST OF A CARSONITE WITNESS POST. AF7021 AF7021 STATION RECOVERY (2002) AF7021 AF7021'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2002 (HS) AF7021'RECOVERED IN GOOD CONDITION. AF7021 AF7021 STATION RECOVERY (2003) AF7021 AF7021'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7021'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7021'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7006 *********************************************************************** AF7006 DESIGNATION - PO/26 1 SFLWMD AF7006 PID - AF7006 AF7006 STATE/COUNTY- FL/POLK AF7006 USGS QUAD - LAKE WEOHYAKAPKA (1972) AF7006 AF7006 *CURRENT SURVEY CONTROL AF7006 ___________________________________________________________________ AF7006* NAD 83(1986)- 27 51 48. (N) 081 22 57. (W) SCALED AF7006* NAVD 88 - 21.329 (meters) 69.98 (feet) ADJUSTED AF7006 ___________________________________________________________________ AF7006 GEOID HEIGHT- -26.93 (meters) GEOID99 AF7006 DYNAMIC HT - 21.297 (meters) 69.87 (feet) COMP AF7006 MODELED GRAV- 979,141.4 (mgal) NAVD 88 AF7006 AF7006 VERT ORDER - SECOND CLASS I AF7006 AF7006.The horizontal coordinates were scaled from a topographic map and have AF7006.an estimated accuracy of +/- 6 seconds. AF7006 AF7006.The orthometric height was determined by differential leveling AF7006.and adjusted by the National Geodetic Survey in June 1991. AF7006 AF7006.The geoid height was determined by GEOID99. AF7006 AF7006.The dynamic height is computed by dividing the NAVD 88 AF7006.geopotential number by the normal gravity value computed on the AF7006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7006.degrees latitude (g = 980.6199 gals.). AF7006 AF7006.The modeled gravity was interpolated from observed gravity values. AF7006 AF7006; North East Units Estimated Accuracy AF7006;SPC FL W - 391,220. 260,810. MT (+/- 180 meters Scaled) AF7006 AF7006 SUPERSEDED SURVEY CONTROL AF7006 AF7006 NGVD 29 (09/01/92) 21.697 (m) 71.18 (f) ADJUSTED 2 1 AF7006 AF7006.Superseded values are not recommended for survey control. AF7006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7006.See file dsdata.txt to determine how the superseded data were derived. AF7006 AF7006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML623821(NAD 83) AF7006_MARKER: DB = BENCH MARK DISK AF7006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7006_STAMPING: B.M. PO/26-1 1982 AF7006_MARK LOGO: SFLWMD AF7006_PROJECTION: FLUSH AF7006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7006+STABILITY: SURFACE MOTION AF7006 AF7006 HISTORY - Date Condition Report By AF7006 HISTORY - 1982 MONUMENTED SFLWMD AF7006 HISTORY - 1983 GOOD FLDNR AF7006 HISTORY - 19970122 MARK NOT FOUND USPSQD AF7006 HISTORY - 20030923 MARK NOT FOUND FL-105 AF7006 AF7006 STATION DESCRIPTION AF7006 AF7006'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7006'12.75 MI ESE FROM LAKE WALES. AF7006'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL AF7006'RAILROAD, GO 12.75 MILES EASTERLY ON HIGHWAY 60 TO THE MARK. AF7006'THE MARK BEARS 50.3 FEET SOUTHWEST OF THE CENTERLINE OF AF7006'HIGHWAY 60, 16.5 FEET SOUTHEAST OF THE CENTERLINE OF A DRIVE AF7006'LEADING TO A PASTURE, 46.2 FEET NORTH-NORTHWEST OF POWER POLE AF7006'114, AND 2.4 FEET EAST OF A FENCE CORNER POST WITH A WITNESS AF7006'SIGN ATTACHED. AF7006'THE MARK IS 1 FT BELOW HIGHWAY CENTERLINE. AF7006 AF7006 STATION RECOVERY (1997) AF7006 AF7006'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7006'MARK NOT FOUND. AF7006 AF7006 STATION RECOVERY (2003) AF7006 AF7006'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7006'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF7006'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7041 *********************************************************************** AF7041 DESIGNATION - PO/26 3 AF7041 PID - AF7041 AF7041 STATE/COUNTY- FL/POLK AF7041 USGS QUAD - LAKE WEOHYAKAPKA SE (1993) AF7041 AF7041 *CURRENT SURVEY CONTROL AF7041 ___________________________________________________________________ AF7041* NAD 83(1986)- 27 51 40. (N) 081 21 08. (W) SCALED AF7041* NAVD 88 - 18.965 (meters) 62.22 (feet) ADJUSTED AF7041 ___________________________________________________________________ AF7041 GEOID HEIGHT- -26.97 (meters) GEOID99 AF7041 DYNAMIC HT - 18.936 (meters) 62.13 (feet) COMP AF7041 MODELED GRAV- 979,141.0 (mgal) NAVD 88 AF7041 AF7041 VERT ORDER - SECOND CLASS II AF7041 AF7041.The horizontal coordinates were scaled from a topographic map and have AF7041.an estimated accuracy of +/- 6 seconds. AF7041 AF7041.The orthometric height was determined by differential leveling AF7041.and adjusted by the National Geodetic Survey in June 1991. AF7041 AF7041.The geoid height was determined by GEOID99. AF7041 AF7041.The dynamic height is computed by dividing the NAVD 88 AF7041.geopotential number by the normal gravity value computed on the AF7041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7041.degrees latitude (g = 980.6199 gals.). AF7041 AF7041.The modeled gravity was interpolated from observed gravity values. AF7041 AF7041; North East Units Estimated Accuracy AF7041;SPC FL W - 390,990. 263,800. MT (+/- 180 meters Scaled) AF7041 AF7041 SUPERSEDED SURVEY CONTROL AF7041 AF7041 NGVD 29 (09/01/92) 19.332 (m) 63.43 (f) ADJUSTED 2 2 AF7041 AF7041.Superseded values are not recommended for survey control. AF7041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7041.See file dsdata.txt to determine how the superseded data were derived. AF7041 AF7041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML653818(NAD 83) AF7041_MARKER: DB = BENCH MARK DISK AF7041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7041_STAMPING: B.M. PO./26-3 1982 AF7041_MARK LOGO: SFLWMD AF7041_PROJECTION: FLUSH AF7041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7041+STABILITY: SURFACE MOTION AF7041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7041+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2001 AF7041 AF7041 HISTORY - Date Condition Report By AF7041 HISTORY - 1982 MONUMENTED SFLWMD AF7041 HISTORY - 1983 GOOD FLDNR AF7041 HISTORY - 20010118 MARK NOT FOUND FLDEP AF7041 HISTORY - 20030929 MARK NOT FOUND FL-105 AF7041 AF7041 STATION DESCRIPTION AF7041 AF7041'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7041'14.95 MI ESE FROM LAKE WALES. AF7041'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL AF7041'RAILROAD, GO 13.8 MILES EAST ON HIGHWAY 60 TO THE JUNCTION OF AF7041'SAM KEEN ROAD, GO 1.15 MILES NORTH ON SAM KEEN ROAD TO THE MARK. AF7041'THE MARK BEARS 17.0 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, AF7041'2.6 FEET EAST OF A FENCE CORNER T-JUNCTION, 9.8 FEET NORTHEAST OF AF7041'THE CENTER OF A BARBED WIRE GATE, AND 38.2 FEET NORTHWEST OF THE AF7041'CENTER OF ANOTHER BARBED WIRE GATE. AF7041 AF7041 STATION RECOVERY (2001) AF7041 AF7041'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AF7041'MARK NOT FOUND. AF7041 AF7041 STATION RECOVERY (2003) AF7041 AF7041'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7041'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF7041'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7039 *********************************************************************** AF7039 DESIGNATION - PO/26 4 AF7039 PID - AF7039 AF7039 STATE/COUNTY- FL/POLK AF7039 USGS QUAD - LAKE WEOHYAKAPKA SE (1993) AF7039 AF7039 *CURRENT SURVEY CONTROL AF7039 ___________________________________________________________________ AF7039* NAD 83(1986)- 27 52 13. (N) 081 20 44. (W) SCALED AF7039* NAVD 88 - 17.255 (meters) 56.61 (feet) ADJUSTED AF7039 ___________________________________________________________________ AF7039 GEOID HEIGHT- -27.01 (meters) GEOID99 AF7039 DYNAMIC HT - 17.229 (meters) 56.53 (feet) COMP AF7039 MODELED GRAV- 979,141.7 (mgal) NAVD 88 AF7039 AF7039 VERT ORDER - SECOND CLASS II AF7039 AF7039.The horizontal coordinates were scaled from a topographic map and have AF7039.an estimated accuracy of +/- 6 seconds. AF7039 AF7039.The orthometric height was determined by differential leveling AF7039.and adjusted by the National Geodetic Survey in June 1991. AF7039 AF7039.The geoid height was determined by GEOID99. AF7039 AF7039.The dynamic height is computed by dividing the NAVD 88 AF7039.geopotential number by the normal gravity value computed on the AF7039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7039.degrees latitude (g = 980.6199 gals.). AF7039 AF7039.The modeled gravity was interpolated from observed gravity values. AF7039 AF7039; North East Units Estimated Accuracy AF7039;SPC FL W - 392,010. 264,450. MT (+/- 180 meters Scaled) AF7039 AF7039 SUPERSEDED SURVEY CONTROL AF7039 AF7039 NGVD 29 (09/01/92) 17.622 (m) 57.81 (f) ADJUSTED 2 2 AF7039 AF7039.Superseded values are not recommended for survey control. AF7039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7039.See file dsdata.txt to determine how the superseded data were derived. AF7039 AF7039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML659828(NAD 83) AF7039_MARKER: DB = BENCH MARK DISK AF7039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7039_STAMPING: B.M. PO./26-4 1982 AF7039_MARK LOGO: SFLWMD AF7039_PROJECTION: FLUSH AF7039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7039+STABILITY: SURFACE MOTION AF7039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7039+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2001 AF7039 AF7039 HISTORY - Date Condition Report By AF7039 HISTORY - 1982 MONUMENTED SFLWMD AF7039 HISTORY - 1983 GOOD FLDNR AF7039 HISTORY - 20010118 MARK NOT FOUND FLDEP AF7039 HISTORY - 20030929 MARK NOT FOUND FL-105 AF7039 AF7039 STATION DESCRIPTION AF7039 AF7039'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7039'15.65 MI ESE FROM LAKE WALES. AF7039'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL AF7039'RAILROAD, GO 13.8 MILES EAST ON HIGHWAY 60 TO THE JUNCTION OF SAM AF7039'KEEN ROAD, GO 1.85 MILES NORTH ON SAM KEEN ROAD TO THE MARK. THE AF7039'MARK BEARS 15 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD, AF7039'34.7 FEET NORTHEAST OF THE CENTERLINE OF A PRIVATE DRIVE, 35 FEET AF7039'EAST OF THE CENTER OF A GATE, AND 0.8 FOOT SOUTH-SOUTHEAST OF A AF7039'FENCE LINE. AF7039 AF7039 STATION RECOVERY (2001) AF7039 AF7039'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AF7039'MARK NOT FOUND. AF7039 AF7039 STATION RECOVERY (2003) AF7039 AF7039'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7039'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF7039'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7040 *********************************************************************** AF7040 DESIGNATION - PO/26 5 SFLWMD AF7040 PID - AF7040 AF7040 STATE/COUNTY- FL/POLK AF7040 USGS QUAD - LAKE WEOHYAKAPKA SE (1993) AF7040 AF7040 *CURRENT SURVEY CONTROL AF7040 ___________________________________________________________________ AF7040* NAD 83(1986)- 27 52 24. (N) 081 20 53. (W) SCALED AF7040* NAVD 88 - 16.320 (meters) 53.54 (feet) ADJUSTED AF7040 ___________________________________________________________________ AF7040 GEOID HEIGHT- -27.02 (meters) GEOID99 AF7040 DYNAMIC HT - 16.295 (meters) 53.46 (feet) COMP AF7040 MODELED GRAV- 979,141.9 (mgal) NAVD 88 AF7040 AF7040 VERT ORDER - SECOND CLASS II AF7040 AF7040.The horizontal coordinates were scaled from a topographic map and have AF7040.an estimated accuracy of +/- 6 seconds. AF7040 AF7040.The orthometric height was determined by differential leveling AF7040.and adjusted by the National Geodetic Survey in June 1991. AF7040 AF7040.The geoid height was determined by GEOID99. AF7040 AF7040.The dynamic height is computed by dividing the NAVD 88 AF7040.geopotential number by the normal gravity value computed on the AF7040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7040.degrees latitude (g = 980.6199 gals.). AF7040 AF7040.The modeled gravity was interpolated from observed gravity values. AF7040 AF7040; North East Units Estimated Accuracy AF7040;SPC FL W - 392,340. 264,200. MT (+/- 180 meters Scaled) AF7040 AF7040 SUPERSEDED SURVEY CONTROL AF7040 AF7040 NGVD 29 (09/01/92) 16.687 (m) 54.75 (f) ADJUSTED 2 2 AF7040 AF7040.Superseded values are not recommended for survey control. AF7040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7040.See file dsdata.txt to determine how the superseded data were derived. AF7040 AF7040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML657832(NAD 83) AF7040_MARKER: DB = BENCH MARK DISK AF7040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7040_STAMPING: PO./26-5 B.M. 1982 AF7040_MARK LOGO: SFLWMD AF7040_PROJECTION: RECESSED 3 CENTIMETERS AF7040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7040+STABILITY: SURFACE MOTION AF7040 AF7040 HISTORY - Date Condition Report By AF7040 HISTORY - 1982 MONUMENTED SFLWMD AF7040 HISTORY - 1983 GOOD FLDNR AF7040 HISTORY - 20030929 GOOD FL-105 AF7040 AF7040 STATION DESCRIPTION AF7040 AF7040'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7040'15.9 MI ESE FROM LAKE WALES. AF7040'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL AF7040'RAILROAD, GO 13.8 MILES EAST ON HIGHWAY 60 TO THE JUNCTION OF SAM AF7040'KEEN ROAD, GO 1.65 MILES NORTH ON SAM KEEN ROAD TO THE ENTRANCE TO AF7040'CAMP TIGER FISH CAMP, GO 0.25 MILE ON THE ENTRANCE ROAD TO THE FISH AF7040'CAMP AND THE MARK. THE MARK BEARS 13.2 FEET SOUTH OF THE SOUTHWEST AF7040'CORNER OF THE MAIN BUILDING, 1.5 FEET SOUTHWEST OF THE SOUTHWEST AF7040'CORNER OF THE PORCH, AND 37.7 FEET EAST OF THE SOUTH END OF THE WOOD AF7040'DOCK. AF7040 AF7040 STATION RECOVERY (2003) AF7040 AF7040'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7040'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7040'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6994 *********************************************************************** AF6994 DESIGNATION - POL 1 AF6994 PID - AF6994 AF6994 STATE/COUNTY- FL/POLK AF6994 USGS QUAD - LAKE MARIAN SW (1972) AF6994 AF6994 *CURRENT SURVEY CONTROL AF6994 ___________________________________________________________________ AF6994* NAD 83(1986)- 27 48 17. (N) 081 12 19. (W) SCALED AF6994* NAVD 88 - 17.388 (meters) 57.05 (feet) ADJUSTED AF6994 ___________________________________________________________________ AF6994 GEOID HEIGHT- -26.90 (meters) GEOID99 AF6994 DYNAMIC HT - 17.362 (meters) 56.96 (feet) COMP AF6994 MODELED GRAV- 979,151.2 (mgal) NAVD 88 AF6994 AF6994 VERT ORDER - SECOND CLASS I AF6994 AF6994.The horizontal coordinates were scaled from a topographic map and have AF6994.an estimated accuracy of +/- 6 seconds. AF6994 AF6994.The orthometric height was determined by differential leveling AF6994.and adjusted by the National Geodetic Survey in June 1991. AF6994 AF6994.The geoid height was determined by GEOID99. AF6994 AF6994.The dynamic height is computed by dividing the NAVD 88 AF6994.geopotential number by the normal gravity value computed on the AF6994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6994.degrees latitude (g = 980.6199 gals.). AF6994 AF6994.The modeled gravity was interpolated from observed gravity values. AF6994 AF6994; North East Units Estimated Accuracy AF6994;SPC FL W - 384,820. 278,310. MT (+/- 180 meters Scaled) AF6994 AF6994 SUPERSEDED SURVEY CONTROL AF6994 AF6994 NGVD 29 (09/01/92) 17.754 (m) 58.25 (f) ADJUSTED 2 1 AF6994 AF6994.Superseded values are not recommended for survey control. AF6994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6994.See file dsdata.txt to determine how the superseded data were derived. AF6994 AF6994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML797755(NAD 83) AF6994_MARKER: DB = BENCH MARK DISK AF6994_SETTING: 38 = ABUTMENT AF6994_STAMPING: POL 1 AF6994_MARK LOGO: FLDT AF6994_MAGNETIC: N = NO MAGNETIC MATERIAL AF6994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF6994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF6994+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2003 AF6994 AF6994 HISTORY - Date Condition Report By AF6994 HISTORY - UNK MONUMENTED FLDT AF6994 HISTORY - 1983 GOOD FLDNR AF6994 HISTORY - 19970203 GOOD USPSQD AF6994 HISTORY - 19970726 GOOD FLDEP AF6994 HISTORY - 20000114 GOOD FLDEP AF6994 HISTORY - 20030930 GOOD FL-105 AF6994 AF6994 STATION DESCRIPTION AF6994 AF6994'DESCRIBED BY FL DEPT OF NAT RES 1983 AF6994'25.1 MI ESE FROM LAKE WALES. AF6994'BEGIN AT THE STATE HIGHWAY 60 BRIDGE OVER THE KISSIMMEE RIVER, AF6994'GO 0.55 MILE WEST ON HIGHWAY 60 TO THE MARK. THE MARK IS SET AF6994'IN THE BRIDGE ABUTMENT AT THE SOUTHEAST CORNER OF A SMALL AF6994'BRIDGE, 17.9 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. AF6994'THE MARK IS ABOVE LEVEL WITH PAVEMENT. AF6994 AF6994 STATION RECOVERY (1997) AF6994 AF6994'RECOVERY NOTE BY US POWER SQUADRON 1997 AF6994'RECOVERED IN GOOD CONDITION. AF6994 AF6994 STATION RECOVERY (1997) AF6994 AF6994'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (JLM) AF6994'THE MARK IS ABOUT 26.0 MI (41.8 KM) EAST-SOUTHEAST OF LAKE WALES AND AF6994'54.0 MI (86.9 KM) NORTH-NORTHWEST OF VERO BEACH ON STATE ROAD 60 IN AF6994'SECTION 10, TOWNSHIP 31 SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM AF6994'THE INTERSECTION OF STATE ROAD 27 AND STATE ROAD 60 IN LAKE WALES, GO AF6994'EAST-SOUTHEAST ON STATE ROAD 60 FOR 25.7 MI (41.4 KM) TO THE JUNCTION AF6994'OF RIVER RANCH BOULEVARD ON THE RIGHT, CONTINUE EAST ON STATE ROAD 60 AF6994'FOR 0.8 MI (1.3 KM) TO THE EAST END OF A SMALL BRIDGE OVER A SWAMP AF6994'(65.0 FT LONG BRIDGE) AND THE MARK ON THE RIGHT, SET IN THE SOUTHEAST AF6994'CORNER OF THE BRIDGE ABUTMENT. LOCATED 24.7 FT (7.5 M) EAST OF THE AF6994'APPROXIMATE CENTER OF A CREEK, 17.9 FT (5.5 M) SOUTH OF THE CENTERLINE AF6994'OF STATE ROAD 60 AND 1.6 FT (0.5 M) NORTHWEST OF THE SOUTHEAST END OF AF6994'THE ABUTMENT. AF6994 AF6994 STATION RECOVERY (2000) AF6994 AF6994'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM) AF6994'RECOVERED AS DESCRIBED. AF6994 AF6994 STATION RECOVERY (2003) AF6994 AF6994'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6994'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF6994'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7007 *********************************************************************** AF7007 DESIGNATION - POL 10 FLDNR AF7007 PID - AF7007 AF7007 STATE/COUNTY- FL/POLK AF7007 USGS QUAD - LAKE WEOHYAKAPKA (1972) AF7007 AF7007 *CURRENT SURVEY CONTROL AF7007 ___________________________________________________________________ AF7007* NAD 83(1986)- 27 52 18. (N) 081 23 22. (W) SCALED AF7007* NAVD 88 - 21.983 (meters) 72.12 (feet) ADJUSTED AF7007 ___________________________________________________________________ AF7007 GEOID HEIGHT- -26.94 (meters) GEOID99 AF7007 DYNAMIC HT - 21.949 (meters) 72.01 (feet) COMP AF7007 MODELED GRAV- 979,142.2 (mgal) NAVD 88 AF7007 AF7007 VERT ORDER - SECOND CLASS I AF7007 AF7007.The horizontal coordinates were scaled from a topographic map and have AF7007.an estimated accuracy of +/- 6 seconds. AF7007 AF7007.The orthometric height was determined by differential leveling AF7007.and adjusted by the National Geodetic Survey in June 1991. AF7007 AF7007.The geoid height was determined by GEOID99. AF7007 AF7007.The dynamic height is computed by dividing the NAVD 88 AF7007.geopotential number by the normal gravity value computed on the AF7007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7007.degrees latitude (g = 980.6199 gals.). AF7007 AF7007.The modeled gravity was interpolated from observed gravity values. AF7007 AF7007; North East Units Estimated Accuracy AF7007;SPC FL W - 392,140. 260,120. MT (+/- 180 meters Scaled) AF7007 AF7007 SUPERSEDED SURVEY CONTROL AF7007 AF7007 NGVD 29 (09/01/92) 22.350 (m) 73.33 (f) ADJUSTED 2 1 AF7007 AF7007.Superseded values are not recommended for survey control. AF7007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7007.See file dsdata.txt to determine how the superseded data were derived. AF7007 AF7007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML616830(NAD 83) AF7007_MARKER: DB = BENCH MARK DISK AF7007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7007_STAMPING: POL 10 1983 BSM AF7007_MARK LOGO: FLDNR AF7007_PROJECTION: RECESSED 5 CENTIMETERS AF7007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7007+STABILITY: SURFACE MOTION AF7007 AF7007 HISTORY - Date Condition Report By AF7007 HISTORY - 1983 MONUMENTED FLDNR AF7007 HISTORY - 20030929 MARK NOT FOUND FL-105 AF7007 AF7007 STATION DESCRIPTION AF7007 AF7007'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7007'12.2 MI ESE FROM LAKE WALES. AF7007'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL AF7007'RAILROAD, GO 12.2 MILES EASTERLY ON HIGHWAY 60 TO THE AF7007'MARK. THE MARK BEARS 52.5 FEET NORTH-NORTHEAST OF THE CENTERLINE AF7007'OF HIGHWAY 60, 26.5 FEET SOUTHEAST OF THE CENTERLINE OF TIGER LAKE AF7007'ROAD, 4.3 FEET NORTHWEST OF A FENCE CORNER POST, AND 1.7 FEET AF7007'SOUTH-SOUTHWEST OF A WITNESS POST. AF7007'THE MARK IS ABOVE LEVEL WITH HIGHWAY CENTERLINE. AF7007 AF7007 STATION RECOVERY (2003) AF7007 AF7007'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7007'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF7007'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7008 *********************************************************************** AF7008 DESIGNATION - POL 11 FLDT AF7008 PID - AF7008 AF7008 STATE/COUNTY- FL/POLK AF7008 USGS QUAD - LAKE WEOHYAKAPKA (1972) AF7008 AF7008 *CURRENT SURVEY CONTROL AF7008 ___________________________________________________________________ AF7008* NAD 83(1986)- 27 52 23. (N) 081 23 49. (W) SCALED AF7008* NAVD 88 - 20.069 (meters) 65.84 (feet) ADJUSTED AF7008 ___________________________________________________________________ AF7008 GEOID HEIGHT- -26.93 (meters) GEOID99 AF7008 DYNAMIC HT - 20.038 (meters) 65.74 (feet) COMP AF7008 MODELED GRAV- 979,142.5 (mgal) NAVD 88 AF7008 AF7008 VERT ORDER - SECOND CLASS I AF7008 AF7008.The horizontal coordinates were scaled from a topographic map and have AF7008.an estimated accuracy of +/- 6 seconds. AF7008 AF7008.The orthometric height was determined by differential leveling AF7008.and adjusted by the National Geodetic Survey in June 1991. AF7008 AF7008.The geoid height was determined by GEOID99. AF7008 AF7008.The dynamic height is computed by dividing the NAVD 88 AF7008.geopotential number by the normal gravity value computed on the AF7008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7008.degrees latitude (g = 980.6199 gals.). AF7008 AF7008.The modeled gravity was interpolated from observed gravity values. AF7008 AF7008; North East Units Estimated Accuracy AF7008;SPC FL W - 392,290. 259,380. MT (+/- 180 meters Scaled) AF7008 AF7008 SUPERSEDED SURVEY CONTROL AF7008 AF7008 NGVD 29 (09/01/92) 20.436 (m) 67.05 (f) ADJUSTED 2 1 AF7008 AF7008.Superseded values are not recommended for survey control. AF7008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7008.See file dsdata.txt to determine how the superseded data were derived. AF7008 AF7008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML609832(NAD 83) AF7008_MARKER: DB = BENCH MARK DISK AF7008_SETTING: 32 = CONCRETE BRIDGE ABUTMENT AF7008_STAMPING: POL 11 AF7008_MARK LOGO: FLDT AF7008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7008+STABILITY: SURFACE MOTION AF7008 AF7008 HISTORY - Date Condition Report By AF7008 HISTORY - UNK MONUMENTED FLDT AF7008 HISTORY - 1983 GOOD FLDNR AF7008 HISTORY - 1990 GOOD USPSQD AF7008 HISTORY - 19970203 MARK NOT FOUND USPSQD AF7008 HISTORY - 20030929 MARK NOT FOUND FL-105 AF7008 AF7008 STATION DESCRIPTION AF7008 AF7008'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7008'11.5 MI ESE FROM LAKE WALES. AF7008'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL AF7008'RAILROAD, GO 11.5 MILES EASTERLY ON HIGHWAY 60 TO THE AF7008'BRIDGE OVER WEOHYAKAPKA CREEK AND THE MARK. THE MARK BEARS 17.8 AF7008'FEET NORTH-NORTHEAST OF THE CENTERLINE OF THE BRIDGE AND IS SET AF7008'AT THE EAST CORNER OF THE BRIDGE. AF7008'THE MARK IS 1 FT ABOVE HIGHWAY CENTERLINE. AF7008 AF7008 STATION RECOVERY (1990) AF7008 AF7008'RECOVERY NOTE BY US POWER SQUADRON 1990 (HMD) AF7008'RECOVERED IN GOOD CONDITION. AF7008 AF7008 STATION RECOVERY (1997) AF7008 AF7008'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7008'MARK NOT FOUND. AF7008 AF7008 STATION RECOVERY (2003) AF7008 AF7008'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7008'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF7008'DEPARTMENT. NEW BRIDGE. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7010 *********************************************************************** AF7010 DESIGNATION - POL 12 FLDT AF7010 PID - AF7010 AF7010 STATE/COUNTY- FL/POLK AF7010 USGS QUAD - HESPERIDES (1972) AF7010 AF7010 *CURRENT SURVEY CONTROL AF7010 ___________________________________________________________________ AF7010* NAD 83(1986)- 27 52 34. (N) 081 24 26. (W) SCALED AF7010* NAVD 88 - 19.364 (meters) 63.53 (feet) ADJUSTED AF7010 ___________________________________________________________________ AF7010 GEOID HEIGHT- -26.91 (meters) GEOID99 AF7010 DYNAMIC HT - 19.335 (meters) 63.43 (feet) COMP AF7010 MODELED GRAV- 979,143.0 (mgal) NAVD 88 AF7010 AF7010 VERT ORDER - SECOND CLASS I AF7010 AF7010.The horizontal coordinates were scaled from a topographic map and have AF7010.an estimated accuracy of +/- 6 seconds. AF7010 AF7010.The orthometric height was determined by differential leveling AF7010.and adjusted by the National Geodetic Survey in June 1991. AF7010 AF7010.The geoid height was determined by GEOID99. AF7010 AF7010.The dynamic height is computed by dividing the NAVD 88 AF7010.geopotential number by the normal gravity value computed on the AF7010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7010.degrees latitude (g = 980.6199 gals.). AF7010 AF7010.The modeled gravity was interpolated from observed gravity values. AF7010 AF7010; North East Units Estimated Accuracy AF7010;SPC FL W - 392,620. 258,370. MT (+/- 180 meters Scaled) AF7010 AF7010 SUPERSEDED SURVEY CONTROL AF7010 AF7010 NGVD 29 (09/01/92) 19.732 (m) 64.74 (f) ADJUSTED 2 1 AF7010 AF7010.Superseded values are not recommended for survey control. AF7010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7010.See file dsdata.txt to determine how the superseded data were derived. AF7010 AF7010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML599835(NAD 83) AF7010_MARKER: DB = BENCH MARK DISK AF7010_SETTING: 32 = CONCRETE CULVERT HEADWALL AF7010_STAMPING: POL 12 AF7010_MARK LOGO: FLDT AF7010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7010+STABILITY: SURFACE MOTION AF7010 AF7010 HISTORY - Date Condition Report By AF7010 HISTORY - UNK MONUMENTED FLDT AF7010 HISTORY - 1983 GOOD FLDNR AF7010 HISTORY - 19970203 MARK NOT FOUND USPSQD AF7010 HISTORY - 20030929 MARK NOT FOUND FL-105 AF7010 AF7010 STATION DESCRIPTION AF7010 AF7010'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7010'10.85 MI ESE FROM LAKE WALES. AF7010'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL AF7010'RAILROAD, GO 10.85 MILES EASTERLY ON HIGHWAY 60 TO THE AF7010'MARK. THE MARK BEARS 28.3 FEET SOUTHWEST OF THE CENTERLINE OF THE AF7010'HIGHWAY, 85.6 FEET NORTHWEST OF POWER POLE 144, AND 163 FEET AF7010'EAST-SOUTHEAST OF THE CENTERLINE OF A SAND ROAD. AF7010'THE MARK IS 2 FT BELOW HIGHWAY CENTERLINE. AF7010 AF7010 STATION RECOVERY (1997) AF7010 AF7010'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7010'MARK NOT FOUND. AF7010 AF7010 STATION RECOVERY (2003) AF7010 AF7010'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7010'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF7010'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7012 *********************************************************************** AF7012 DESIGNATION - POL 13 FLDNR AF7012 PID - AF7012 AF7012 STATE/COUNTY- FL/POLK AF7012 USGS QUAD - HESPERIDES (1972) AF7012 AF7012 *CURRENT SURVEY CONTROL AF7012 ___________________________________________________________________ AF7012* NAD 83(1986)- 27 52 53. (N) 081 26 15. (W) SCALED AF7012* NAVD 88 - 25.262 (meters) 82.88 (feet) ADJUSTED AF7012 ___________________________________________________________________ AF7012 GEOID HEIGHT- -26.86 (meters) GEOID99 AF7012 DYNAMIC HT - 25.224 (meters) 82.76 (feet) COMP AF7012 MODELED GRAV- 979,144.5 (mgal) NAVD 88 AF7012 AF7012 VERT ORDER - SECOND CLASS I AF7012 AF7012.The horizontal coordinates were scaled from a topographic map and have AF7012.an estimated accuracy of +/- 6 seconds. AF7012 AF7012.The orthometric height was determined by differential leveling AF7012.and adjusted by the National Geodetic Survey in June 1991. AF7012 AF7012.The geoid height was determined by GEOID99. AF7012 AF7012.The dynamic height is computed by dividing the NAVD 88 AF7012.geopotential number by the normal gravity value computed on the AF7012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7012.degrees latitude (g = 980.6199 gals.). AF7012 AF7012.The modeled gravity was interpolated from observed gravity values. AF7012 AF7012; North East Units Estimated Accuracy AF7012;SPC FL W - 393,190. 255,390. MT (+/- 180 meters Scaled) AF7012 AF7012 SUPERSEDED SURVEY CONTROL AF7012 AF7012 NGVD 29 (09/01/92) 25.630 (m) 84.09 (f) ADJUSTED 2 1 AF7012 AF7012.Superseded values are not recommended for survey control. AF7012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7012.See file dsdata.txt to determine how the superseded data were derived. AF7012 AF7012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML569841(NAD 83) AF7012_MARKER: DB = BENCH MARK DISK AF7012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7012_STAMPING: POL 13 1983 BSM AF7012_MARK LOGO: FLDNR AF7012_PROJECTION: RECESSED 3 CENTIMETERS AF7012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7012+STABILITY: SURFACE MOTION AF7012 AF7012 HISTORY - Date Condition Report By AF7012 HISTORY - 1983 MONUMENTED FLDNR AF7012 HISTORY - 20030923 MARK NOT FOUND FL-105 AF7012 AF7012 STATION DESCRIPTION AF7012 AF7012'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7012'8.95 MI ESE FROM LAKE WALES. AF7012'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL AF7012'RAILROAD, GO 8.95 MILES EASTERLY ON HIGHWAY 60 TO THE AF7012'MARK. THE MARK BEARS 49.2 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF AF7012'HIGHWAY 60, 3.25 FEET NORTH-NORTHEAST OF A FENCE LINE, 17.25 FEET AF7012'WEST OF TELEGRAPH POLE R31FF-6450, AND 2.25 FEET NORTH-NORTHEAST AF7012'OF A WITNESS POST. AF7012'THE MARK IS ABOVE LEVEL WITH HIGHWAY CENTERLINE. AF7012 AF7012 STATION RECOVERY (2003) AF7012 AF7012'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7012'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF7012'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7013 *********************************************************************** AF7013 DESIGNATION - POL 14 FLDNR AF7013 PID - AF7013 AF7013 STATE/COUNTY- FL/POLK AF7013 USGS QUAD - HESPERIDES (1972) AF7013 AF7013 *CURRENT SURVEY CONTROL AF7013 ___________________________________________________________________ AF7013* NAD 83(1986)- 27 52 58. (N) 081 26 54. (W) SCALED AF7013* NAVD 88 - 33.744 (meters) 110.71 (feet) ADJUSTED AF7013 ___________________________________________________________________ AF7013 GEOID HEIGHT- -26.84 (meters) GEOID99 AF7013 DYNAMIC HT - 33.693 (meters) 110.54 (feet) COMP AF7013 MODELED GRAV- 979,145.0 (mgal) NAVD 88 AF7013 AF7013 VERT ORDER - SECOND CLASS I AF7013 AF7013.The horizontal coordinates were scaled from a topographic map and have AF7013.an estimated accuracy of +/- 6 seconds. AF7013 AF7013.The orthometric height was determined by differential leveling AF7013.and adjusted by the National Geodetic Survey in June 1991. AF7013 AF7013.The geoid height was determined by GEOID99. AF7013 AF7013.The dynamic height is computed by dividing the NAVD 88 AF7013.geopotential number by the normal gravity value computed on the AF7013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7013.degrees latitude (g = 980.6199 gals.). AF7013 AF7013.The modeled gravity was interpolated from observed gravity values. AF7013 AF7013; North East Units Estimated Accuracy AF7013;SPC FL W - 393,340. 254,320. MT (+/- 180 meters Scaled) AF7013 AF7013 SUPERSEDED SURVEY CONTROL AF7013 AF7013 NGVD 29 (09/01/92) 34.112 (m) 111.92 (f) ADJUSTED 2 1 AF7013 AF7013.Superseded values are not recommended for survey control. AF7013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7013.See file dsdata.txt to determine how the superseded data were derived. AF7013 AF7013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML558842(NAD 83) AF7013_MARKER: DB = BENCH MARK DISK AF7013_SETTING: 30 = CONCRETE BOX DRAIN AF7013_STAMPING: POL 14 1983 BSM AF7013_MARK LOGO: FLDNR AF7013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AF7013 AF7013 HISTORY - Date Condition Report By AF7013 HISTORY - 1983 MONUMENTED FLDNR AF7013 HISTORY - 1990 GOOD USPSQD AF7013 HISTORY - 20030923 MARK NOT FOUND FL-105 AF7013 AF7013 STATION DESCRIPTION AF7013 AF7013'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7013'8.25 MI ESE FROM LAKE WALES. AF7013'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL AF7013'RAILROAD, GO 8.25 MILES EASTERLY ON HIGHWAY 60 TO THE AF7013'INTERSECTION OF BOY SCOUT ROAD AND THE MARK. THE MARK BEARS 59.25 AF7013'FEET NORTH OF THE CENTERLINE OF HIGHWAY 60, 28.0 FEET WEST OF THE AF7013'CENTERLINE OF BOY SCOUT ROAD, 10.1 FEET WEST-SOUTHWEST OF A STOP AF7013'SIGN, AND IS SET AT THE SOUTHEAST CORNER OF THE BOX DRAIN. AF7013'THE MARK IS 1 FT BELOW HIGHWAY CENTERLINE. AF7013 AF7013 STATION RECOVERY (1990) AF7013 AF7013'RECOVERY NOTE BY US POWER SQUADRON 1990 (HMD) AF7013'RECOVERED IN GOOD CONDITION. AF7013 AF7013 STATION RECOVERY (2003) AF7013 AF7013'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7013'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF7013'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7019 *********************************************************************** AF7019 DESIGNATION - POL 15 AF7019 PID - AF7019 AF7019 STATE/COUNTY- FL/POLK AF7019 USGS QUAD - HESPERIDES (1972) AF7019 AF7019 *CURRENT SURVEY CONTROL AF7019 ___________________________________________________________________ AF7019* NAD 83(1986)- 27 56 46. (N) 081 25 24. (W) SCALED AF7019* NAVD 88 - 18.529 (meters) 60.79 (feet) ADJUSTED AF7019 ___________________________________________________________________ AF7019 GEOID HEIGHT- -27.08 (meters) GEOID99 AF7019 DYNAMIC HT - 18.501 (meters) 60.70 (feet) COMP AF7019 MODELED GRAV- 979,148.2 (mgal) NAVD 88 AF7019 AF7019 VERT ORDER - SECOND CLASS II AF7019 AF7019.The horizontal coordinates were scaled from a topographic map and have AF7019.an estimated accuracy of +/- 6 seconds. AF7019 AF7019.The orthometric height was determined by differential leveling AF7019.and adjusted by the National Geodetic Survey in June 1991. AF7019 AF7019.The geoid height was determined by GEOID99. AF7019 AF7019.The dynamic height is computed by dividing the NAVD 88 AF7019.geopotential number by the normal gravity value computed on the AF7019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7019.degrees latitude (g = 980.6199 gals.). AF7019 AF7019.The modeled gravity was interpolated from observed gravity values. AF7019 AF7019; North East Units Estimated Accuracy AF7019;SPC FL W - 400,370. 256,750. MT (+/- 180 meters Scaled) AF7019 AF7019 SUPERSEDED SURVEY CONTROL AF7019 AF7019 NGVD 29 (09/01/92) 18.897 (m) 62.00 (f) ADJUSTED 2 2 AF7019 AF7019.Superseded values are not recommended for survey control. AF7019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7019.See file dsdata.txt to determine how the superseded data were derived. AF7019 AF7019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML583913(NAD 83) AF7019_MARKER: DB = BENCH MARK DISK AF7019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7019_STAMPING: POL 15 1983 BSM AF7019_MARK LOGO: FLDNR AF7019_PROJECTION: FLUSH AF7019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7019+STABILITY: SURFACE MOTION AF7019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7019+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2001 AF7019 AF7019 HISTORY - Date Condition Report By AF7019 HISTORY - 1983 MONUMENTED FLDNR AF7019 HISTORY - 19950816 GOOD USPSQD AF7019 HISTORY - 20010118 MARK NOT FOUND FLDEP AF7019 HISTORY - 20030922 MARK NOT FOUND FL-105 AF7019 AF7019 STATION DESCRIPTION AF7019 AF7019'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7019'13.65 MI ENE FROM LAKE WALES. AF7019'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL AF7019'RAILROAD, GO 8.25 MILES EAST ON HIGHWAY 60 TO THE INTERSECTION OF AF7019'BOY SCOUT ROAD, GO 3.7 MILES NORTH ON BOY SCOUT ROAD TO CAMP MACK AF7019'ROAD, GO 1.7 MILES EAST ON CAMP MACK ROAD TO THE MARK. AF7019'THE MARK BEARS 31.9 FEET NORTHWEST OF THE CENTERLINE OF CAMP MACK AF7019'ROAD, 8.0 FEET NORTHEAST OF THE CENTER OF A PASTURE GATE, 48.5 FEET AF7019'SOUTHWEST OF POWER POLE S293, AND 2.5 FEET SOUTHEAST OF A FENCE AF7019'POST WITH WITNESS SIGN ATTACHED. AF7019 AF7019 STATION RECOVERY (1995) AF7019 AF7019'RECOVERY NOTE BY US POWER SQUADRON 1995 AF7019'RECOVERED IN GOOD CONDITION. AF7019 AF7019 STATION RECOVERY (2001) AF7019 AF7019'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AF7019'NOT FOUND. AF7019 AF7019 STATION RECOVERY (2003) AF7019 AF7019'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7019'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF7019'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7020 *********************************************************************** AF7020 DESIGNATION - POL 16 FLDNR AF7020 PID - AF7020 AF7020 STATE/COUNTY- FL/POLK AF7020 USGS QUAD - HESPERIDES (1972) AF7020 AF7020 *CURRENT SURVEY CONTROL AF7020 ___________________________________________________________________ AF7020* NAD 83(1986)- 27 57 27. (N) 081 24 53. (W) SCALED AF7020* NAVD 88 - 19.299 (meters) 63.32 (feet) ADJUSTED AF7020 ___________________________________________________________________ AF7020 GEOID HEIGHT- -27.13 (meters) GEOID99 AF7020 DYNAMIC HT - 19.270 (meters) 63.22 (feet) COMP AF7020 MODELED GRAV- 979,148.6 (mgal) NAVD 88 AF7020 AF7020 VERT ORDER - SECOND CLASS II AF7020 AF7020.The horizontal coordinates were scaled from a topographic map and have AF7020.an estimated accuracy of +/- 6 seconds. AF7020 AF7020.The orthometric height was determined by differential leveling AF7020.and adjusted by the National Geodetic Survey in June 1991. AF7020 AF7020.The geoid height was determined by GEOID99. AF7020 AF7020.The dynamic height is computed by dividing the NAVD 88 AF7020.geopotential number by the normal gravity value computed on the AF7020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7020.degrees latitude (g = 980.6199 gals.). AF7020 AF7020.The modeled gravity was interpolated from observed gravity values. AF7020 AF7020; North East Units Estimated Accuracy AF7020;SPC FL W - 401,640. 257,590. MT (+/- 180 meters Scaled) AF7020 AF7020 SUPERSEDED SURVEY CONTROL AF7020 AF7020 NGVD 29 (09/01/92) 19.667 (m) 64.52 (f) ADJUSTED 2 2 AF7020 AF7020.Superseded values are not recommended for survey control. AF7020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7020.See file dsdata.txt to determine how the superseded data were derived. AF7020 AF7020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML592925(NAD 83) AF7020_MARKER: DB = BENCH MARK DISK AF7020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7020_STAMPING: POL 16 1983 BSM AF7020_MARK LOGO: FLDNR AF7020_PROJECTION: FLUSH AF7020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7020+STABILITY: SURFACE MOTION AF7020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AF7020+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003 AF7020 AF7020 HISTORY - Date Condition Report By AF7020 HISTORY - 1983 MONUMENTED FLDNR AF7020 HISTORY - 19950816 MARK NOT FOUND USPSQD AF7020 HISTORY - 20020304 POOR PICKET AF7020 HISTORY - 20030922 GOOD FL-105 AF7020 AF7020 STATION DESCRIPTION AF7020 AF7020'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7020'14.75 MI ENE FROM LAKE WALES. AF7020'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL AF7020'RAILROAD, GO 8.25 MILES EAST ON HIGHWAY 60 TO THE INTERSECTION OF AF7020'BOY SCOUT ROAD, GO 3.7 MILES NORTH ON BOY SCOUT ROAD TO CAMP MACK AF7020'ROAD, GO 2.8 MILES EAST ON CAMP MACK ROAD TO THE MARK. AF7020'THE MARK BEARS 24.0 FEET NORTH OF THE CENTERLINE OF CAMP MACK ROAD, AF7020'70.0 FEET WEST OF THE CENTERLINE OF A DIRT ROAD (ROLLING MEADOW RANCH AF7020'ROAD), AND 7.1 FEET WEST OF POWER POLE 621-1. AF7020 AF7020 STATION RECOVERY (1995) AF7020 AF7020'RECOVERY NOTE BY US POWER SQUADRON 1995 AF7020'MARK NOT FOUND. AF7020 AF7020 STATION RECOVERY (2002) AF7020 AF7020'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2002 (HS) AF7020'BROKEN TOP AF7020 AF7020 STATION RECOVERY (2003) AF7020 AF7020'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7020'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7020'APPRAISER GIS DEPARTMENT. TOP NOT BROKEN OFF. POINT IS BESIDE BROKEN AF7020'CM 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6995 *********************************************************************** AF6995 DESIGNATION - POL 2 AF6995 PID - AF6995 AF6995 STATE/COUNTY- FL/POLK AF6995 USGS QUAD - LAKE MARIAN SW (1972) AF6995 AF6995 *CURRENT SURVEY CONTROL AF6995 ___________________________________________________________________ AF6995* NAD 83(1986)- 27 48 18. (N) 081 13 32. (W) SCALED AF6995* NAVD 88 - 16.723 (meters) 54.87 (feet) ADJUSTED AF6995 ___________________________________________________________________ AF6995 GEOID HEIGHT- -26.90 (meters) GEOID99 AF6995 DYNAMIC HT - 16.698 (meters) 54.78 (feet) COMP AF6995 MODELED GRAV- 979,148.4 (mgal) NAVD 88 AF6995 AF6995 VERT ORDER - SECOND CLASS I AF6995 AF6995.The horizontal coordinates were scaled from a topographic map and have AF6995.an estimated accuracy of +/- 6 seconds. AF6995 AF6995.The orthometric height was determined by differential leveling AF6995.and adjusted by the National Geodetic Survey in June 1991. AF6995 AF6995.The geoid height was determined by GEOID99. AF6995 AF6995.The dynamic height is computed by dividing the NAVD 88 AF6995.geopotential number by the normal gravity value computed on the AF6995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6995.degrees latitude (g = 980.6199 gals.). AF6995 AF6995.The modeled gravity was interpolated from observed gravity values. AF6995 AF6995; North East Units Estimated Accuracy AF6995;SPC FL W - 384,840. 276,310. MT (+/- 180 meters Scaled) AF6995 AF6995 SUPERSEDED SURVEY CONTROL AF6995 AF6995 NGVD 29 (09/01/92) 17.089 (m) 56.07 (f) ADJUSTED 2 1 AF6995 AF6995.Superseded values are not recommended for survey control. AF6995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6995.See file dsdata.txt to determine how the superseded data were derived. AF6995 AF6995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML777756(NAD 83) AF6995_MARKER: DD = SURVEY DISK AF6995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6995_STAMPING: POL 2 1983 BSM AF6995_MARK LOGO: FLDNR AF6995_PROJECTION: RECESSED 25 CENTIMETERS AF6995_MAGNETIC: N = NO MAGNETIC MATERIAL AF6995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6995+STABILITY: SURFACE MOTION AF6995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF6995+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2003 AF6995 AF6995 HISTORY - Date Condition Report By AF6995 HISTORY - 1983 MONUMENTED FLDNR AF6995 HISTORY - 19970726 GOOD FLDEP AF6995 HISTORY - 20000114 GOOD FLDEP AF6995 HISTORY - 20010118 GOOD FLDEP AF6995 HISTORY - 20030930 GOOD FL-105 AF6995 AF6995 STATION DESCRIPTION AF6995 AF6995'DESCRIBED BY FL DEPT OF NAT RES 1983 AF6995'23.85 MI ESE FROM LAKE WALES. AF6995'BEGIN AT THE STATE HIGHWAY 60 BRIDGE OVER THE KISSIMMEE RIVER, AF6995'GO 1.8 MILES WEST ON HIGHWAY 60 TO THE JUNCTION OF GRAPE AF6995'HAMMOCK ROAD AND THE MARK. THE MARK BEARS 60.0 FEET NORTH OF AF6995'THE CENTERLINE OF HIGHWAY 60, 44.0 FEET EAST OF THE CENTERLINE AF6995'OF GRAPE HAMMOCK ROAD, AND 2.3 FEET NORTH OF A LIGHT POLE WITH AF6995'A WITNESS SIGN ATTACHED. AF6995'THE MARK IS 1.5 FT BELOW HIGHWAY CENTERLINE. AF6995 AF6995 STATION RECOVERY (1997) AF6995 AF6995'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (JLM) AF6995'THE MARK IS ABOUT 25.0 MI (40.2 KM) EAST-SOUTHEAST OF LAKE WALES AND AF6995'55.5 MI (89.3 KM) NORTH-NORTHWEST OF VERO BEACH ON STATE ROAD 60 IN AF6995'SECTION 4, TOWNSHIP 31 SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM AF6995'THE INTERSECTION OF STATE ROAD 27 AND STATE ROAD 60 IN LAKE WALES, GO AF6995'EAST-SOUTHEAST ON STATE ROAD 60 FOR 25.25 MI (40.63 KM) TO THE AF6995'JUNCTION OF GRAPE HAMMOCK ROAD ON THE LEFT AND THE MARK ON THE LEFT, AF6995'SET IN TOP OF A ROUND CONCRETE MONUMENT RECESSED 1.5 FT (0.5 M) BELOW AF6995'THE LEVEL OF THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL STATE ROAD AF6995'60. LOCATED 60.0 FT (18.3 M) NORTH OF THE CENTERLINE OF STATE ROAD 60, AF6995'44.2 FT (13.5 M) EAST OF THE CENTERLINE OF GRAPE HAMMOCK ROAD, 9.3 FT AF6995'(2.8 M) SOUTHEAST OF THE SOUTHWEST CORNER OF A FENCE, 5.8 FT (1.8 M) AF6995'SOUTH OF A CARSONITE WITNESS POST AND 3.2 FT (1.0 M) NORTH OF POWER AF6995'POLE NUMBER PV 8 PSK 307. AF6995 AF6995 STATION RECOVERY (2000) AF6995 AF6995'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM) AF6995'RECOVERED AS DESCRIBED. NOTE WAS NOT LEVELED TO THIS DATE, RECOVERY AF6995'FOR TIE MARK. AF6995 AF6995 STATION RECOVERY (2001) AF6995 AF6995'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AF6995'RECOVERED AS DESCRIBED. AF6995 AF6995 STATION RECOVERY (2003) AF6995 AF6995'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6995'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF6995'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7011 *********************************************************************** AF7011 DESIGNATION - POLK 39 FLDT AF7011 PID - AF7011 AF7011 STATE/COUNTY- FL/POLK AF7011 USGS QUAD - HESPERIDES (1972) AF7011 AF7011 *CURRENT SURVEY CONTROL AF7011 ___________________________________________________________________ AF7011* NAD 83(1986)- 27 52 46. (N) 081 25 26. (W) SCALED AF7011* NAVD 88 - 20.147 (meters) 66.10 (feet) ADJUSTED AF7011 ___________________________________________________________________ AF7011 GEOID HEIGHT- -26.89 (meters) GEOID99 AF7011 DYNAMIC HT - 20.117 (meters) 66.00 (feet) COMP AF7011 MODELED GRAV- 979,143.8 (mgal) NAVD 88 AF7011 AF7011 VERT ORDER - SECOND CLASS I AF7011 AF7011.The horizontal coordinates were scaled from a topographic map and have AF7011.an estimated accuracy of +/- 6 seconds. AF7011 AF7011.The orthometric height was determined by differential leveling AF7011.and adjusted by the National Geodetic Survey in June 1991. AF7011 AF7011.The geoid height was determined by GEOID99. AF7011 AF7011.The dynamic height is computed by dividing the NAVD 88 AF7011.geopotential number by the normal gravity value computed on the AF7011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7011.degrees latitude (g = 980.6199 gals.). AF7011 AF7011.The modeled gravity was interpolated from observed gravity values. AF7011 AF7011; North East Units Estimated Accuracy AF7011;SPC FL W - 392,980. 256,730. MT (+/- 180 meters Scaled) AF7011 AF7011 SUPERSEDED SURVEY CONTROL AF7011 AF7011 NGVD 29 (09/01/92) 20.515 (m) 67.31 (f) ADJUSTED 2 1 AF7011 AF7011.Superseded values are not recommended for survey control. AF7011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7011.See file dsdata.txt to determine how the superseded data were derived. AF7011 AF7011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML582839(NAD 83) AF7011_MARKER: DB = BENCH MARK DISK AF7011_SETTING: 32 = CONCRETE BRIDGE ABUTMENT AF7011_STAMPING: SFWM POLK 39 BM AF7011_MARK LOGO: FLDT AF7011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7011+STABILITY: SURFACE MOTION AF7011 AF7011 HISTORY - Date Condition Report By AF7011 HISTORY - UNK MONUMENTED FLDT AF7011 HISTORY - 1983 GOOD FLDNR AF7011 HISTORY - 19970203 MARK NOT FOUND USPSQD AF7011 HISTORY - 20030929 MARK NOT FOUND FL-105 AF7011 AF7011 STATION DESCRIPTION AF7011 AF7011'DESCRIBED BY FL DEPT OF NAT RES 1983 AF7011'9.75 MI ESE FROM LAKE WALES. AF7011'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL AF7011'RAILROAD, GO 9.75 MILES EASTERLY ON HIGHWAY 60 TO THE AF7011'MARK. THE MARK BEARS 20.3 FEET SOUTH OF THE CENTERLINE OF THE AF7011'HIGHWAY, AND IS SET AT THE SOUTHWEST CORNER OF THE BRIDGE. AF7011'THE MARK IS ABOVE LEVEL WITH HIGHWAY CENTERLINE. AF7011 AF7011 STATION RECOVERY (1997) AF7011 AF7011'RECOVERY NOTE BY US POWER SQUADRON 1997 AF7011'MARK NOT FOUND. AF7011 AF7011 STATION RECOVERY (2003) AF7011 AF7011'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7011'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF7011'DEPARTMENT. NEW BRIDGE. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6042 *********************************************************************** AF6042 DESIGNATION - Q 64 AF6042 PID - AF6042 AF6042 STATE/COUNTY- FL/POLK AF6042 USGS QUAD - FROSTPROOF (1987) AF6042 AF6042 *CURRENT SURVEY CONTROL AF6042 ___________________________________________________________________ AF6042* NAD 83(1986)- 27 39 14. (N) 081 30 08. (W) SCALED AF6042* NAVD 88 - 31.725 (meters) 104.08 (feet) ADJUSTED AF6042 ___________________________________________________________________ AF6042 GEOID HEIGHT- -26.07 (meters) GEOID99 AF6042 DYNAMIC HT - 31.677 (meters) 103.93 (feet) COMP AF6042 MODELED GRAV- 979,131.9 (mgal) NAVD 88 AF6042 AF6042 VERT ORDER - SECOND CLASS 0 AF6042 AF6042.The horizontal coordinates were scaled from a topographic map and have AF6042.an estimated accuracy of +/- 6 seconds. AF6042 AF6042.The orthometric height was determined by differential leveling AF6042.and adjusted by the National Geodetic Survey in June 1991. AF6042 AF6042.The geoid height was determined by GEOID99. AF6042 AF6042.The dynamic height is computed by dividing the NAVD 88 AF6042.geopotential number by the normal gravity value computed on the AF6042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6042.degrees latitude (g = 980.6199 gals.). AF6042 AF6042.The modeled gravity was interpolated from observed gravity values. AF6042 AF6042; North East Units Estimated Accuracy AF6042;SPC FL W - 367,960. 249,120. MT (+/- 180 meters Scaled) AF6042 AF6042 SUPERSEDED SURVEY CONTROL AF6042 AF6042 NGVD 29 (??/??/92) 32.035 (m) 105.10 (f) ADJ UNCH 2 0 AF6042 AF6042.Superseded values are not recommended for survey control. AF6042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6042.See file dsdata.txt to determine how the superseded data were derived. AF6042 AF6042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML504589(NAD 83) AF6042_MARKER: DB = BENCH MARK DISK AF6042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6042_STAMPING: Q 64 1934 AF6042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6042+STABILITY: SURFACE MOTION AF6042 AF6042 HISTORY - Date Condition Report By AF6042 HISTORY - 1934 MONUMENTED CGS AF6042 HISTORY - 1958 GOOD NGS AF6042 HISTORY - 20030917 MARK NOT FOUND FL-105 AF6042 AF6042 STATION DESCRIPTION AF6042 AF6042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AF6042'4 MI N FROM AVON PARK. AF6042'4.0 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE AF6042'STATION AT AVON PARK, 98 FT. NORTHWEST OF THE STATION SIGN AT AF6042'PITTSBURG, 74 FT. NORTHWEST OF THE CENTER OF A DIRT ROAD CROSSING, AF6042'59 FT. WEST OF THE WEST RAIL, 133 FT. WEST OF POWER POLE 255, AF6042'35 FT. WEST OF A TELEPHONE POLE, 80 FT. NORTHWEST OF A SWITCH AF6042'STAND, 42 FT. NORTH OF THE CENTER LINE OF A DIRT ROAD, SET IN AF6042'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FT. ABOVE THE AF6042'GROUND. AF6042 AF6042 STATION RECOVERY (2003) AF6042 AF6042'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6042'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF6042'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6017 *********************************************************************** AF6017 DESIGNATION - RV 867 AF6017 PID - AF6017 AF6017 STATE/COUNTY- FL/POLK AF6017 USGS QUAD - LAKE WALES (1993) AF6017 AF6017 *CURRENT SURVEY CONTROL AF6017 ___________________________________________________________________ AF6017* NAD 83(1986)- 27 54 27. (N) 081 35 17. (W) SCALED AF6017* NAVD 88 - 42.921 (meters) 140.82 (feet) ADJUSTED AF6017 ___________________________________________________________________ AF6017 GEOID HEIGHT- -26.54 (meters) GEOID99 AF6017 DYNAMIC HT - 42.857 (meters) 140.61 (feet) COMP AF6017 MODELED GRAV- 979,152.3 (mgal) NAVD 88 AF6017 AF6017 VERT ORDER - SECOND CLASS 0 AF6017 AF6017.The horizontal coordinates were scaled from a topographic map and have AF6017.an estimated accuracy of +/- 6 seconds. AF6017 AF6017.The orthometric height was determined by differential leveling AF6017.and adjusted by the National Geodetic Survey in June 1991. AF6017 AF6017.The geoid height was determined by GEOID99. AF6017 AF6017.The dynamic height is computed by dividing the NAVD 88 AF6017.geopotential number by the normal gravity value computed on the AF6017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6017.degrees latitude (g = 980.6199 gals.). AF6017 AF6017.The modeled gravity was interpolated from observed gravity values. AF6017 AF6017; North East Units Estimated Accuracy AF6017;SPC FL W - 396,030. 240,550. MT (+/- 180 meters Scaled) AF6017 AF6017 SUPERSEDED SURVEY CONTROL AF6017 AF6017 NGVD 29 (??/??/92) 43.21 (m) 141.8 (f) COMPUTED 2 0 AF6017 AF6017.Superseded values are not recommended for survey control. AF6017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6017.See file dsdata.txt to determine how the superseded data were derived. AF6017 AF6017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML421870(NAD 83) AF6017_MARKER: R = RIVET AF6017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6017+STABILITY: SURFACE MOTION AF6017 AF6017 HISTORY - Date Condition Report By AF6017 HISTORY - UNK MONUMENTED SCLRR AF6017 HISTORY - 1958 MARK NOT FOUND NGS AF6017 HISTORY - 19970203 MARK NOT FOUND USPSQD AF6017 HISTORY - 20030918 MARK NOT FOUND FL-105 AF6017 AF6017 STATION DESCRIPTION AF6017 AF6017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AF6017'AT LAKE WALES. AF6017'AT LAKE WALES, POLK COUNTY, NEAR THE SEABOARD AIR LINE RAILWAY AF6017'STATION, 0.4 MILE EAST OF MILEPOST 867, 22 FEET NORTH OF THE AF6017'MAIN TRACK, AND 8 FEET FROM THE NEAREST SIDE TRACK RAIL. A AF6017'MONEL-METAL RIVET SET IN A SMALL CONCRETE PEDESTAL 7 INCHES AF6017'ABOVE GROUND. NOTE-- THE CONCRETE PEDESTAL HAS PROBABLY BEEN REMOVED. AF6017 AF6017 STATION RECOVERY (1997) AF6017 AF6017'RECOVERY NOTE BY US POWER SQUADRON 1997 AF6017'MARK NOT FOUND. AF6017 AF6017 STATION RECOVERY (2003) AF6017 AF6017'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6017'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF6017'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6021 *********************************************************************** AF6021 DESIGNATION - S 63 AF6021 PID - AF6021 AF6021 STATE/COUNTY- FL/POLK AF6021 USGS QUAD - LAKE WALES (1993) AF6021 AF6021 *CURRENT SURVEY CONTROL AF6021 ___________________________________________________________________ AF6021* NAD 83(1986)- 27 54 23. (N) 081 31 07. (W) SCALED AF6021* NAVD 88 - 32.678 (meters) 107.21 (feet) ADJUSTED AF6021 ___________________________________________________________________ AF6021 GEOID HEIGHT- -26.72 (meters) GEOID99 AF6021 DYNAMIC HT - 32.629 (meters) 107.05 (feet) COMP AF6021 MODELED GRAV- 979,148.9 (mgal) NAVD 88 AF6021 AF6021 VERT ORDER - SECOND CLASS 0 AF6021 AF6021.The horizontal coordinates were scaled from a topographic map and have AF6021.an estimated accuracy of +/- 6 seconds. AF6021 AF6021.The orthometric height was determined by differential leveling AF6021.and adjusted by the National Geodetic Survey in June 1991. AF6021 AF6021.The geoid height was determined by GEOID99. AF6021 AF6021.The dynamic height is computed by dividing the NAVD 88 AF6021.geopotential number by the normal gravity value computed on the AF6021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6021.degrees latitude (g = 980.6199 gals.). AF6021 AF6021.The modeled gravity was interpolated from observed gravity values. AF6021 AF6021; North East Units Estimated Accuracy AF6021;SPC FL W - 395,930. 247,390. MT (+/- 180 meters Scaled) AF6021 AF6021 SUPERSEDED SURVEY CONTROL AF6021 AF6021 NGVD 29 (??/??/92) 32.982 (m) 108.21 (f) ADJ UNCH 2 0 AF6021 AF6021.Superseded values are not recommended for survey control. AF6021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6021.See file dsdata.txt to determine how the superseded data were derived. AF6021 AF6021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML489869(NAD 83) AF6021_MARKER: DB = BENCH MARK DISK AF6021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6021_STAMPING: S 63 1934 AF6021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6021+STABILITY: SURFACE MOTION AF6021 AF6021 HISTORY - Date Condition Report By AF6021 HISTORY - 1934 MONUMENTED CGS AF6021 HISTORY - 1958 GOOD NGS AF6021 HISTORY - 1960 GOOD NGS AF6021 HISTORY - 19970122 MARK NOT FOUND USPSQD AF6021 HISTORY - 20030919 MARK NOT FOUND FL-105 AF6021 AF6021 STATION DESCRIPTION AF6021 AF6021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AF6021'4.2 MI E FROM LAKE WALES. AF6021'4.2 MILES EAST ALONG THE SEABOARD AIR LINE RAILROAD FROM THE FREIGHT AF6021'STATION AT LAKE WALES, 0.3 MILE WEST OF MILEPOST 872, AT A DIRT AF6021'ROAD CROSSING, 41.5 FEET SOUTH OF THE SOUTH RAIL, 222 FEET AF6021'SOUTHWEST OF THE CENTER OF THE DIRT ROAD CROSSING, 17.5 FEET AF6021'WEST OF THE CENTER LINE OF A DIRT ROAD, 6 FEET NORTH OF A FENCE AF6021'CORNER, 21 FEET EAST OF A TELEPHONE POLE, 44 FEET EAST OF A AF6021'POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS AF6021'0.5 FOOT ABOVE THE GROUND. STEEL WITNESS POST WAS SET NEARBY. AF6021 AF6021 STATION RECOVERY (1960) AF6021 AF6021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960 AF6021'RECOVERED IN GOOD CONDITION. AF6021 AF6021 STATION RECOVERY (1997) AF6021 AF6021'RECOVERY NOTE BY US POWER SQUADRON 1997 AF6021'MARK NOT FOUND. AF6021 AF6021 STATION RECOVERY (2003) AF6021 AF6021'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6021'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF6021'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6018 *********************************************************************** AF6018 DESIGNATION - U 63 AF6018 PID - AF6018 AF6018 STATE/COUNTY- FL/POLK AF6018 USGS QUAD - LAKE WALES (1993) AF6018 AF6018 *CURRENT SURVEY CONTROL AF6018 ___________________________________________________________________ AF6018* NAD 83(1986)- 27 54 27. (N) 081 34 53. (W) SCALED AF6018* NAVD 88 - 40.695 (meters) 133.51 (feet) ADJUSTED AF6018 ___________________________________________________________________ AF6018 GEOID HEIGHT- -26.55 (meters) GEOID99 AF6018 DYNAMIC HT - 40.635 (meters) 133.32 (feet) COMP AF6018 MODELED GRAV- 979,151.9 (mgal) NAVD 88 AF6018 AF6018 VERT ORDER - SECOND CLASS 0 AF6018 AF6018.The horizontal coordinates were scaled from a topographic map and have AF6018.an estimated accuracy of +/- 6 seconds. AF6018 AF6018.The orthometric height was determined by differential leveling AF6018.and adjusted by the National Geodetic Survey in June 1991. AF6018 AF6018.The geoid height was determined by GEOID99. AF6018 AF6018.The dynamic height is computed by dividing the NAVD 88 AF6018.geopotential number by the normal gravity value computed on the AF6018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6018.degrees latitude (g = 980.6199 gals.). AF6018 AF6018.The modeled gravity was interpolated from observed gravity values. AF6018 AF6018; North East Units Estimated Accuracy AF6018;SPC FL W - 396,030. 241,210. MT (+/- 180 meters Scaled) AF6018 AF6018 SUPERSEDED SURVEY CONTROL AF6018 AF6018 NGVD 29 (??/??/92) 40.986 (m) 134.47 (f) ADJ UNCH 2 0 AF6018 AF6018.Superseded values are not recommended for survey control. AF6018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6018.See file dsdata.txt to determine how the superseded data were derived. AF6018 AF6018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML427870(NAD 83) AF6018_MARKER: DB = BENCH MARK DISK AF6018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6018_STAMPING: U 63 1934 AF6018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6018+STABILITY: SURFACE MOTION AF6018 AF6018 HISTORY - Date Condition Report By AF6018 HISTORY - 1934 MONUMENTED CGS AF6018 HISTORY - 1958 GOOD NGS AF6018 HISTORY - 1960 GOOD NGS AF6018 HISTORY - 19970122 MARK NOT FOUND USPSQD AF6018 HISTORY - 20030918 MARK NOT FOUND FL-105 AF6018 AF6018 STATION DESCRIPTION AF6018 AF6018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AF6018'0.4 MI E FROM LAKE WALES. AF6018'0.4 MILE EAST ALONG THE SEABOARD AIR LINE RAILROAD FROM THE AF6018'FREIGHT STATION AT LAKE WALES, 21 FT. SOUTH OF THE SOUTH RAIL. AF6018'20 FT. EAST OF THE EAST CURB OF NORTH 5TH STREET, 40 FT. SOUTHEAST AF6018'OF THE CENTER OF THE CROSSING OF NORTH 5TH STREET, 53 FT. EAST AF6018'OF A POWER POLE 31 FF 1111, SET IN THE TOP OF A CONCRETE POST AF6018'WHICH IS FLUSH WITH THE GROUND. STEEL WITNESS POST WAS SET AF6018'NEARBY. AF6018 AF6018 STATION RECOVERY (1960) AF6018 AF6018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960 AF6018'RECOVERED IN GOOD CONDITION. AF6018 AF6018 STATION RECOVERY (1997) AF6018 AF6018'RECOVERY NOTE BY US POWER SQUADRON 1997 AF6018'MARK NOT FOUND. AF6018 AF6018 STATION RECOVERY (2003) AF6018 AF6018'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6018'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF6018'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AG6185 *********************************************************************** AG6185 DESIGNATION - U 77 AG6185 PID - AG6185 AG6185 STATE/COUNTY- FL/POLK AG6185 USGS QUAD - KEYSVILLE (1987) AG6185 AG6185 *CURRENT SURVEY CONTROL AG6185 ___________________________________________________________________ AG6185* NAD 83(1986)- 27 49 31. (N) 082 01 28. (W) SCALED AG6185* NAVD 88 - 47.337 (meters) 155.30 (feet) ADJUSTED AG6185 ___________________________________________________________________ AG6185 GEOID HEIGHT- -25.28 (meters) GEOID99 AG6185 DYNAMIC HT - 47.267 (meters) 155.08 (feet) COMP AG6185 MODELED GRAV- 979,167.2 (mgal) NAVD 88 AG6185 AG6185 VERT ORDER - SECOND CLASS 0 AG6185 AG6185.The horizontal coordinates were scaled from a topographic map and have AG6185.an estimated accuracy of +/- 6 seconds. AG6185 AG6185.The orthometric height was determined by differential leveling AG6185.and adjusted by the National Geodetic Survey in June 1991. AG6185 AG6185.The geoid height was determined by GEOID99. AG6185 AG6185.The dynamic height is computed by dividing the NAVD 88 AG6185.geopotential number by the normal gravity value computed on the AG6185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6185.degrees latitude (g = 980.6199 gals.). AG6185 AG6185.The modeled gravity was interpolated from observed gravity values. AG6185 AG6185; North East Units Estimated Accuracy AG6185;SPC FL W - 386,850. 197,590. MT (+/- 180 meters Scaled) AG6185 AG6185 SUPERSEDED SURVEY CONTROL AG6185 AG6185 NGVD 29 (??/??/92) 47.611 (m) 156.20 (f) ADJ UNCH 2 0 AG6185 AG6185.Superseded values are not recommended for survey control. AG6185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6185.See file dsdata.txt to determine how the superseded data were derived. AG6185 AG6185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL991782(NAD 83) AG6185_MARKER: DB = BENCH MARK DISK AG6185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6185_STAMPING: U 77 1934 AG6185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6185+STABILITY: SURFACE MOTION AG6185 AG6185 HISTORY - Date Condition Report By AG6185 HISTORY - 1934 MONUMENTED CGS AG6185 HISTORY - 1949 MARK NOT FOUND NGS AG6185 HISTORY - 20030602 MARK NOT FOUND INDIV AG6185 HISTORY - 20031001 MARK NOT FOUND FL-105 AG6185 AG6185 STATION DESCRIPTION AG6185 AG6185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 AG6185'3.8 MI NW FROM BRADLEY JUNCTION. AG6185'ABOUT 3.8 MILES NORTHWEST ALONG THE SEABOARD AIR LINE RAILWAY AG6185'FROM BRADLEY JUNCTION, POLK COUNTY, ABOUT 60 YARDS NORTHWEST OF AG6185'A 30-INCH IRON CULVERT, 44 FEET SOUTHWEST OF THE TRACK, AND 5 AG6185'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE. A STANDARD DISK, AG6185'STAMPED U 77 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING AG6185'ABOUT 2 INCHES ABOVE GROUND. AG6185 AG6185 STATION RECOVERY (1949) AG6185 AG6185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949 AG6185'MARK NOT FOUND. AG6185 AG6185 STATION RECOVERY (2003) AG6185 AG6185'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JFO) AG6185'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AG6185'DEPARTMENT. AG6185 AG6185 STATION RECOVERY (2003) AG6185 AG6185'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AG6185'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AG6185'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK5384 *********************************************************************** AK5384 DESIGNATION - V 351 FLHD AK5384 PID - AK5384 AK5384 STATE/COUNTY- FL/POLK AK5384 USGS QUAD - WINTER HAVEN (1983) AK5384 AK5384 *CURRENT SURVEY CONTROL AK5384 ___________________________________________________________________ AK5384* NAD 83(1986)- 28 06 24. (N) 081 38 38. (W) SCALED AK5384* NAVD 88 - 39.165 (meters) 128.49 (feet) ADJUSTED AK5384 ___________________________________________________________________ AK5384 GEOID HEIGHT- -27.03 (meters) GEOID99 AK5384 DYNAMIC HT - 39.107 (meters) 128.30 (feet) COMP AK5384 MODELED GRAV- 979,149.9 (mgal) NAVD 88 AK5384 OBS GRAVITY - 979,153.8 (mgal) GRAV_OBS AK5384 AK5384 VERT ORDER - FIRST CLASS II AK5384 AK5384.The horizontal coordinates were scaled from a topographic map and have AK5384.an estimated accuracy of +/- 6 seconds. AK5384 AK5384.The orthometric height was determined by differential leveling AK5384.and adjusted by the National Geodetic Survey in June 1991. AK5384 AK5384.The geoid height was determined by GEOID99. AK5384 AK5384.The dynamic height is computed by dividing the NAVD 88 AK5384.geopotential number by the normal gravity value computed on the AK5384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK5384.degrees latitude (g = 980.6199 gals.). AK5384 AK5384.The modeled gravity was interpolated from observed gravity values. AK5384.The observed gravity was obtained from relative gravimeter ties AK5384.to the IGSN71 gravity network. AK5384 AK5384; North East Units Estimated Accuracy AK5384;SPC FL W - 418,080. 234,990. MT (+/- 180 meters Scaled) AK5384 AK5384 SUPERSEDED SURVEY CONTROL AK5384 AK5384 NGVD 29 (09/01/92) 39.457 (m) 129.45 (f) ADJUSTED 1 2 AK5384 AK5384.Superseded values are not recommended for survey control. AK5384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5384.See file dsdata.txt to determine how the superseded data were derived. AK5384 AK5384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM367091(NAD 83) AK5384_MARKER: DD = SURVEY DISK AK5384_SETTING: 30 = WING WALL AK5384_STAMPING: V 351 1978 AK5384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AK5384 AK5384 HISTORY - Date Condition Report By AK5384 HISTORY - UNK MONUMENTED FLHD AK5384 HISTORY - 1978 GOOD NGS AK5384 HISTORY - 1988 GOOD USPSQD AK5384 HISTORY - 20030915 MARK NOT FOUND FL-105 AK5384 AK5384 STATION DESCRIPTION AK5384 AK5384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AK5384'1.05 MI WEST FROM HAINES CITY. AK5384'1.05 MILES WEST ALONG STATE HIGHWAYS 92 AND 17 FROM THE CITY HALL IN AK5384'HAINES CITY TO THE MARK ON THE LEFT, SET IN TOP OF THE SOUTHWEST WING AK5384'WALL OF A BOX CULVERT, 107 FEET EAST OF METAL LIGHT POLE NUMBER 117, AK5384'0.05 MILE WEST OF THE STATE HIGHWAY 27 OVERPASS BRIDGE OVER HIGHWAYS AK5384'92 AND 17. AK5384 AK5384 STATION RECOVERY (1988) AK5384 AK5384'RECOVERY NOTE BY US POWER SQUADRON 1988 (LBD) AK5384'RECOVERED IN GOOD CONDITION. AK5384 AK5384 STATION RECOVERY (2003) AK5384 AK5384'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK5384'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AK5384'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6016 *********************************************************************** AF6016 DESIGNATION - V 63 AF6016 PID - AF6016 AF6016 STATE/COUNTY- FL/POLK AF6016 USGS QUAD - LAKE WALES (1993) AF6016 AF6016 *CURRENT SURVEY CONTROL AF6016 ___________________________________________________________________ AF6016* NAD 83(1986)- 27 54 28. (N) 081 35 18. (W) SCALED AF6016* NAVD 88 - 41.766 (meters) 137.03 (feet) ADJUSTED AF6016 ___________________________________________________________________ AF6016 GEOID HEIGHT- -26.54 (meters) GEOID99 AF6016 DYNAMIC HT - 41.703 (meters) 136.82 (feet) COMP AF6016 MODELED GRAV- 979,152.3 (mgal) NAVD 88 AF6016 AF6016 VERT ORDER - SECOND CLASS 0 AF6016 AF6016.The horizontal coordinates were scaled from a topographic map and have AF6016.an estimated accuracy of +/- 6 seconds. AF6016 AF6016.The orthometric height was determined by differential leveling AF6016.and adjusted by the National Geodetic Survey in June 1991. AF6016 AF6016.The geoid height was determined by GEOID99. AF6016 AF6016.The dynamic height is computed by dividing the NAVD 88 AF6016.geopotential number by the normal gravity value computed on the AF6016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6016.degrees latitude (g = 980.6199 gals.). AF6016 AF6016.The modeled gravity was interpolated from observed gravity values. AF6016 AF6016; North East Units Estimated Accuracy AF6016;SPC FL W - 396,060. 240,530. MT (+/- 180 meters Scaled) AF6016 AF6016 SUPERSEDED SURVEY CONTROL AF6016 AF6016 NGVD 29 (??/??/92) 42.055 (m) 137.98 (f) ADJ UNCH 2 0 AF6016 AF6016.Superseded values are not recommended for survey control. AF6016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6016.See file dsdata.txt to determine how the superseded data were derived. AF6016 AF6016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML421871(NAD 83) AF6016_MARKER: DB = BENCH MARK DISK AF6016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6016_STAMPING: V 63 1934 AF6016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6016+STABILITY: SURFACE MOTION AF6016 AF6016 HISTORY - Date Condition Report By AF6016 HISTORY - 1934 MONUMENTED CGS AF6016 HISTORY - 1958 GOOD NGS AF6016 HISTORY - 20030918 MARK NOT FOUND FL-105 AF6016 AF6016 STATION DESCRIPTION AF6016 AF6016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AF6016'AT LAKE WALES. AF6016'AT LAKE WALES, 145 YARDS WEST OF THE SEABOARD AIR LINE RAILROAD AF6016'FREIGHT STATION, 135 YARDS WEST OF THE CENTER LINE OF NORTH SCENIC AF6016'HIGHWAY, AT THE CROSSING OF THE SEABOARD AIR LINE RAILROAD AND AF6016'THE ATLANTIC COAST LINE RAILROAD, 61 FT. NORTHWEST OF THE CENTER AF6016'OF THE RAILROAD CROSSING, 39.5 FT. NORTH OF THE NORTH RAIL OF AF6016'THE SEABOARD AIR LINE RAILROAD, 25.5 FT. WEST OF THE WEST RAIL AF6016'OF THE ATLANTIC COAST LINE RAILROAD, 9 FT. NORTH OF A TELEPHONE AF6016'POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FT. AF6016'ABOVE THE GROUND. AF6016 AF6016 STATION RECOVERY (2003) AF6016 AF6016'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6016'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF6016'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AG6184 *********************************************************************** AG6184 DESIGNATION - V 77 AG6184 PID - AG6184 AG6184 STATE/COUNTY- FL/POLK AG6184 USGS QUAD - KEYSVILLE (1987) AG6184 AG6184 *CURRENT SURVEY CONTROL AG6184 ___________________________________________________________________ AG6184* NAD 83(1986)- 27 51 01. (N) 082 02 58. (W) SCALED AG6184* NAVD 88 - 43.519 (meters) 142.78 (feet) ADJUSTED AG6184 ___________________________________________________________________ AG6184 GEOID HEIGHT- -25.28 (meters) GEOID99 AG6184 DYNAMIC HT - 43.454 (meters) 142.57 (feet) COMP AG6184 MODELED GRAV- 979,170.6 (mgal) NAVD 88 AG6184 AG6184 VERT ORDER - SECOND CLASS 0 AG6184 AG6184.The horizontal coordinates were scaled from a topographic map and have AG6184.an estimated accuracy of +/- 6 seconds. AG6184 AG6184.The orthometric height was determined by differential leveling AG6184.and adjusted by the National Geodetic Survey in June 1991. AG6184 AG6184.The geoid height was determined by GEOID99. AG6184 AG6184.The dynamic height is computed by dividing the NAVD 88 AG6184.geopotential number by the normal gravity value computed on the AG6184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6184.degrees latitude (g = 980.6199 gals.). AG6184 AG6184.The modeled gravity was interpolated from observed gravity values. AG6184 AG6184; North East Units Estimated Accuracy AG6184;SPC FL W - 389,620. 195,130. MT (+/- 180 meters Scaled) AG6184 AG6184 SUPERSEDED SURVEY CONTROL AG6184 AG6184 NGVD 29 (??/??/92) 43.791 (m) 143.67 (f) ADJ UNCH 2 0 AG6184 AG6184.Superseded values are not recommended for survey control. AG6184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6184.See file dsdata.txt to determine how the superseded data were derived. AG6184 AG6184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL966810(NAD 83) AG6184_MARKER: DB = BENCH MARK DISK AG6184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6184_STAMPING: V 77 1934 AG6184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6184+STABILITY: SURFACE MOTION AG6184 AG6184 HISTORY - Date Condition Report By AG6184 HISTORY - 1934 MONUMENTED CGS AG6184 HISTORY - 1958 GOOD NGS AG6184 HISTORY - 20030602 MARK NOT FOUND INDIV AG6184 HISTORY - 20031001 MARK NOT FOUND FL-105 AG6184 AG6184 STATION DESCRIPTION AG6184 AG6184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AG6184'1.3 MI SE FROM EDISON JUNCTION. AG6184'1.3 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD FROM THE AG6184'STATION SIGN AT EDISON JUNCTION, 0.3 MILE SOUTHEAST OF MILEPOST AG6184'837, AT THE CROSSING OF STATE ROAD, 676, (PINECREST ROAD), 35 FT. AG6184'SOUTH OF THE CENTER LINE OF THE ROAD, 31 FT. NORTHEAST OF THE AG6184'NORTHEAST RAIL, 81 FT. SOUTHEAST OF THE CENTER OF THE ROAD CROSSING, AG6184'23 FT. WEST OF A FENCE CORNER, 5 FT. SOUTH OF A TELEPHONE POLE AG6184'1.2 FT. EAST OF A CONCRETE WITNESS POST, SET IN THE TOP OF A AG6184'CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE THE GROUND. AG6184 AG6184 STATION RECOVERY (2003) AG6184 AG6184'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JFO) AG6184'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AG6184'DEPARTMENT. AG6184 AG6184 STATION RECOVERY (2003) AG6184 AG6184'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AG6184'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AG6184'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK5382 *********************************************************************** AK5382 DESIGNATION - W 351 AK5382 PID - AK5382 AK5382 STATE/COUNTY- FL/POLK AK5382 USGS QUAD - DUNDEE (1987) AK5382 AK5382 *CURRENT SURVEY CONTROL AK5382 ___________________________________________________________________ AK5382* NAD 83(1986)- 28 07 18. (N) 081 37 01. (W) SCALED AK5382* NAVD 88 - 40.974 (meters) 134.43 (feet) ADJUSTED AK5382 ___________________________________________________________________ AK5382 GEOID HEIGHT- -27.13 (meters) GEOID99 AK5382 DYNAMIC HT - 40.913 (meters) 134.23 (feet) COMP AK5382 MODELED GRAV- 979,150.1 (mgal) NAVD 88 AK5382 OBS GRAVITY - 979,153.1 (mgal) GRAV_OBS AK5382 AK5382 VERT ORDER - FIRST CLASS II AK5382 AK5382.The horizontal coordinates were scaled from a topographic map and have AK5382.an estimated accuracy of +/- 6 seconds. AK5382 AK5382.The orthometric height was determined by differential leveling AK5382.and adjusted by the National Geodetic Survey in June 1991. AK5382 AK5382.The geoid height was determined by GEOID99. AK5382 AK5382.The dynamic height is computed by dividing the NAVD 88 AK5382.geopotential number by the normal gravity value computed on the AK5382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK5382.degrees latitude (g = 980.6199 gals.). AK5382 AK5382.The modeled gravity was interpolated from observed gravity values. AK5382.The observed gravity was obtained from relative gravimeter ties AK5382.to the IGSN71 gravity network. AK5382 AK5382; North East Units Estimated Accuracy AK5382;SPC FL W - 419,750. 237,630. MT (+/- 180 meters Scaled) AK5382 AK5382 SUPERSEDED SURVEY CONTROL AK5382 AK5382 NGVD 29 (09/01/92) 41.266 (m) 135.39 (f) ADJUSTED 1 2 AK5382 AK5382.Superseded values are not recommended for survey control. AK5382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5382.See file dsdata.txt to determine how the superseded data were derived. AK5382 AK5382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM394108(NAD 83) AK5382_MARKER: DB = BENCH MARK DISK AK5382_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK5382_STAMPING: W 351 1978 AK5382_MARK LOGO: NGS AK5382_PROJECTION: RECESSED 10 CENTIMETERS AK5382_MAGNETIC: N = NO MAGNETIC MATERIAL AK5382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK5382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK5382+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2003 AK5382_ROD/PIPE-DEPTH: 4.88 meters AK5382 AK5382 HISTORY - Date Condition Report By AK5382 HISTORY - 1978 MONUMENTED NGS AK5382 HISTORY - 1985 GOOD USPSQD AK5382 HISTORY - 1990 GOOD USPSQD AK5382 HISTORY - 19971008 GOOD FLDEP AK5382 HISTORY - 20020305 MARK NOT FOUND USPSQD AK5382 HISTORY - 20030915 GOOD FL-105 AK5382 AK5382 STATION DESCRIPTION AK5382 AK5382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AK5382'IN HAINES CITY. AK5382'1.65 MILES EAST-NORTHEAST ALONG STATE HIGHWAY 92, 17 FROM THE CITY AK5382'HALL IN HAINES CITY TO THE MARK ON THE RIGHT, 1.5 FEET SOUTH OF POWER AK5382'POLE NUMBER 6-7208, 50.5 FEET EAST OF THE CENTERLINE OF HIGHWAY, 136 AK5382'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE POLK COUNTY INSPECTION AK5382'STATION NUMBER 8. AK5382'THE MARK IS 1 FT S FROM A WITNESS POST. AK5382'THE MARK IS 2 FT BELOW GROUND. AK5382 AK5382 STATION RECOVERY (1985) AK5382 AK5382'RECOVERY NOTE BY US POWER SQUADRON 1985 AK5382'1.65 MILES EAST NORTHEAST ALONG STATE HIGHWAY 92-17 FROM CITY AK5382'HALL-HAINES CITY TO THE MARK ON THE RIGHT 1.5 FEET SOUTH OF POWER AK5382'POLE 6-7208, 50.5 FEET EAST OF CENTERLINE OF THE POLK COUNTY AK5382'INSPECTION STATION NUMBER 8. A STAINLESS STEEL ROD SET TO THE DEPTH AK5382'OF 16 FEET ENCASED IN 14 PIPE RECESSED 4 INCHES 2 FEET BELOW GROUND, AK5382'1 FOOT SOUTH FROM A WITNESS POST. A PIPE RECESSED 4 INCHES, 2 FEET AK5382'BELOW GROUND, 1 FOOT SOUTH FROM A WITNESS POST. AK5382 AK5382 STATION RECOVERY (1990) AK5382 AK5382'RECOVERY NOTE BY US POWER SQUADRON 1990 (JFD) AK5382'RECOVERED IN GOOD CONDITION. AK5382 AK5382 STATION RECOVERY (1997) AK5382 AK5382'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (LGB) AK5382'RECOVERED AS DESCRIBED. AK5382 AK5382 STATION RECOVERY (2002) AK5382 AK5382'RECOVERY NOTE BY US POWER SQUADRON 2002 (LBD) AK5382'MARK NOT FOUND. AK5382 AK5382 STATION RECOVERY (2003) AK5382 AK5382'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK5382'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AK5382'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK1730 *********************************************************************** AK1730 DESIGNATION - W 63 AK1730 PID - AK1730 AK1730 STATE/COUNTY- FL/POLK AK1730 USGS QUAD - DUNDEE (1987) AK1730 AK1730 *CURRENT SURVEY CONTROL AK1730 ___________________________________________________________________ AK1730* NAD 83(1986)- 28 06 24. (N) 081 37 12. (W) SCALED AK1730* NAVD 88 - 50.828 (meters) 166.76 (feet) ADJUSTED AK1730 ___________________________________________________________________ AK1730 GEOID HEIGHT- -27.08 (meters) GEOID99 AK1730 DYNAMIC HT - 50.752 (meters) 166.51 (feet) COMP AK1730 MODELED GRAV- 979,150.2 (mgal) NAVD 88 AK1730 AK1730 VERT ORDER - SECOND CLASS 0 AK1730 AK1730.The horizontal coordinates were scaled from a topographic map and have AK1730.an estimated accuracy of +/- 6 seconds. AK1730 AK1730.The orthometric height was determined by differential leveling AK1730.and adjusted by the National Geodetic Survey in June 1991. AK1730 AK1730.The geoid height was determined by GEOID99. AK1730 AK1730.The dynamic height is computed by dividing the NAVD 88 AK1730.geopotential number by the normal gravity value computed on the AK1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK1730.degrees latitude (g = 980.6199 gals.). AK1730 AK1730.The modeled gravity was interpolated from observed gravity values. AK1730 AK1730; North East Units Estimated Accuracy AK1730;SPC FL W - 418,090. 237,340. MT (+/- 180 meters Scaled) AK1730 AK1730 SUPERSEDED SURVEY CONTROL AK1730 AK1730 NGVD 29 (??/??/92) 51.080 (m) 167.59 (f) ADJ UNCH 2 0 AK1730 AK1730.Superseded values are not recommended for survey control. AK1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK1730.See file dsdata.txt to determine how the superseded data were derived. AK1730 AK1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM391091(NAD 83) AK1730_MARKER: DB = BENCH MARK DISK AK1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK1730_STAMPING: W 63 1934 AK1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK1730+STABILITY: SURFACE MOTION AK1730 AK1730 HISTORY - Date Condition Report By AK1730 HISTORY - 1934 MONUMENTED CGS AK1730 HISTORY - 1959 MARK NOT FOUND NGS AK1730 HISTORY - 20030911 MARK NOT FOUND FL-105 AK1730 AK1730 STATION DESCRIPTION AK1730 AK1730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 AK1730'AT HAINES CITY. AK1730'AT HAINES CITY, POLK COUNTY, ON THE MAIN LINE OF THE ATLANTIC AK1730'COAST LINE RAILROAD, 0.9 MILE SOUTHEAST OF THE JUNCTION OF THE AK1730'BRANCH LEADING TO TAMPA, 0.5 MILE SOUTHEAST OF THE OVERHEAD AK1730'CONCRETE BRIDGE ON STATE HIGHWAY 8, 80 YARDS SOUTH OF THE WEST AK1730'COAST LUMBER SUPPLY CO., 35 FEET NORTHEAST OF THE EAST RAIL OF AK1730'THE MAIN TRACK, 12 FEET SOUTH OF THE CURB OF HIMSON AVENUE, AK1730'AND 15 FEET SOUTHWEST OF A POLE. A STANDARD DISK, STAMPED AK1730'W 63 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING AK1730'5 INCHES ABOVE GROUND. NOTE-- A NEW OVERPASS WAS BUILT IN 1939. AK1730'THE MARK MAY HAVE BEEN DESTROYED. AK1730 AK1730 STATION RECOVERY (2003) AK1730 AK1730'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK1730'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AK1730'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF7485 *********************************************************************** AF7485 SACS - This is a Secondary Airport Control Station. AF7485 DESIGNATION - WALESPORT AZ MK AF7485 PID - AF7485 AF7485 STATE/COUNTY- FL/POLK AF7485 USGS QUAD - LAKE WALES (1993) AF7485 AF7485 *CURRENT SURVEY CONTROL AF7485 ___________________________________________________________________ AF7485* NAD 83(1999)- 27 53 58.76021(N) 081 37 17.82154(W) ADJUSTED AF7485* NAVD 88 - 37.27 (meters) 122.3 (feet) GPS OBS AF7485 ___________________________________________________________________ AF7485 X - 821,940.315 (meters) COMP AF7485 Y - -5,580,737.808 (meters) COMP AF7485 Z - 2,966,687.395 (meters) COMP AF7485 LAPLACE CORR- -2.90 (seconds) DEFLEC99 AF7485 ELLIP HEIGHT- 10.87 (meters) (02/19/02) GPS OBS AF7485 GEOID HEIGHT- -26.42 (meters) GEOID99 AF7485 AF7485 HORZ ORDER - FIRST AF7485 ELLP ORDER - FIFTH CLASS I AF7485 AF7485.This mark is at Lake Wales Airport (X07) AF7485 AF7485.The horizontal coordinates were established by GPS observations AF7485.and adjusted by the National Geodetic Survey in February 2002. AF7485 AF7485.The orthometric height was determined by GPS observations and a AF7485.high-resolution geoid model. AF7485 AF7485.GPS derived orthometric heights for airport stations designated as AF7485.PACS or SACS are published to 2 decimal places. This maintains AF7485.centimeter relative accuracy between the PACS and SACS. It does AF7485.not indicate centimeter accuracy relative to other marks which are AF7485.part of the NAVD 88 network. AF7485 AF7485.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7485 AF7485.The Laplace correction was computed from DEFLEC99 derived deflections. AF7485 AF7485.The ellipsoidal height was determined by GPS observations AF7485.and is referenced to NAD 83. AF7485 AF7485.The geoid height was determined by GEOID99. AF7485 AF7485; North East Units Scale Converg. AF7485;SPC FL W - 395,147.168 237,250.831 MT 0.99995830 +0 10 37.4 AF7485;UTM 17 - 3,086,242.079 438,823.836 MT 0.99964619 -0 17 27.2 AF7485 AF7485: Primary Azimuth Mark Grid Az AF7485:SPC FL W - WALESPORT RESET 168 28 07.9 AF7485:UTM 17 - WALESPORT RESET 168 56 12.5 AF7485 AF7485|---------------------------------------------------------------------| AF7485| PID Reference Object Distance Geod. Az | AF7485| dddmmss.s | AF7485| AD9139 WALESPORT RESET APPROX. 0.6 KM 1683845.3 | AF7485| AF7424 WALESPORT APPROX. 0.6 KM 1683839.5 | AF7485|---------------------------------------------------------------------| AF7485 AF7485 SUPERSEDED SURVEY CONTROL AF7485 AF7485 NAD 83(1999)- 27 53 58.75997(N) 081 37 17.82115(W) AD( ) 1 AF7485 ELLIP H (12/13/01) 10.79 (m) GP( ) 5 1 AF7485 NAD 83(1990)- 27 53 58.75904(N) 081 37 17.82128(W) AD( ) 1 AF7485 ELLIP H (04/15/98) 10.83 (m) GP( ) 5 1 AF7485 NAD 83(1990)- 27 53 58.75909(N) 081 37 17.82074(W) AD( ) 1 AF7485 NGVD 29 (02/04/91) 37.4 (m) 123. (f) GPS OBS AF7485 AF7485.Superseded values are not recommended for survey control. AF7485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7485.See file dsdata.txt to determine how the superseded data were derived. AF7485 AF7485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3882486242(NAD 83) AF7485_MARKER: I = METAL ROD AF7485_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AF7485_STAMPING: WALESPORT AZ MK 1989 AF7485_MARK LOGO: NGS AF7485_PROJECTION: FLUSH AF7485_MAGNETIC: I = MARKER IS A STEEL ROD AF7485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7485+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2003 AF7485_ROD/PIPE-DEPTH: 17.7 meters AF7485_SLEEVE-DEPTH : 0.91 meters AF7485 AF7485 HISTORY - Date Condition Report By AF7485 HISTORY - 1989 MONUMENTED NGS AF7485 HISTORY - 19960605 GOOD NGS AF7485 HISTORY - 20030918 GOOD FL-105 AF7485 AF7485 STATION DESCRIPTION AF7485 AF7485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 AF7485'THE STATION IS LOCATED ABOUT 3.22 KM (2.00 MI) WEST-SOUTHWEST OF LAKE AF7485'WALES, AT THE LAKE WALES MUNICIPAL AIRPORT, NEAR THE NORTHERN END OF AF7485'RUNWAY 17-35, ON THE EASTERN SIDE OF RUNWAY, ON THE SOUTH SIDE OF AF7485'TAXIWAY, IN SECTION 4, T 30 S, R 27 E. OWNERSHIP--CITY OF LAKE WALES, AF7485'P.O. BOX 1320, LAKE WALES FL 33853, MR. RUSSELL - CITY MANAGER, PHONE AF7485'813-676-2533. FIXED BASE OPERAION - LAKE WALES AIR SERVICE INC., SAM AF7485'POOLE, PHONE 813-676-5918. NOTE--PERMISSION MUST BE OBTAINED BEFORE AF7485'ENTERING AIRPORT. AF7485'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 60 AND AF7485'U.S. HIGHWAY 27 IN LAKE WALES, GO WEST FOR 2.25 KM (1.40 MI) ON AF7485'HIGHWAY 60 TO A PAVED ROAD LEFT. TURN LEFT AND GO SOUTH FOR 0.89 KM AF7485'(0.55 MI) ON AIRPORT ROAD TO A PARKING LOT AND FLIGHT OPERATIONS AF7485'BUILDING ON RIGHT AND A LOCKED GATE ON LEFT. TURN LEFT, PASS THROUGH AF7485'GATE AND GO EAST, THEN SOUTH FOR 0.08 KM (0.05 MI) ON A DIRT ROAD TO A AF7485'TAXIWAY. TURN RIGHT AND GO WEST FOR 0.27 KM (0.15 MI) ON THE TAXIWAY AF7485'TO RUNWAY 17-35. TURN RIGHT AND GO NORTH FOR 0.64 KM (0.40 MI) ALONG AF7485'RUNWAY 17-35 TO THE STATION ON RIGHT, JUST BEFORE REACHING RUNWAY END AF7485'AND TAXIWAY. AF7485'THE STATION IS RECESSED 8 CM BELOW GROUND. LOCATED 34.41 M AF7485'(112.9 FT) EAST FROM THE APPROXIMATE CENTER OF RUNWAY 17-35, 18.41 M AF7485'(60.4 FT) WEST-SOUTHWEST FROM AN 18-INCH IN DIAMETER CORRUGATED METAL AF7485'CULVERT, 15.21 M (49.9 FT) SOUTH FROM THE APPROXIMATE CENTER OF AF7485'TAXIWAY AT A HOLDING LINE AND 14.60 M (47.9 FT) SOUTHEAST FROM THE AF7485'APPROXIMATE CENTER OF TAXIWAY. NOTE--ACCESS TO DATUM POINT IS HAD AF7485'THROUGH A 5-INCH LOGO CAP. AF7485'DESCRIBED BY S.E. RANDALL. AF7485 AF7485 STATION RECOVERY (1996) AF7485 AF7485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SER) AF7485'RECOVERED AS DESCRIBED. AF7485 AF7485 STATION RECOVERY (2003) AF7485 AF7485'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF7485'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AF7485'APPRAISER GIS DEPARTMENT. SET CARSONITE WITNESS POST EAST AT 3.0'FT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AD9139 *********************************************************************** AD9139 PACS - This is a Primary Airport Control Station. AD9139 DESIGNATION - WALESPORT RESET AD9139 PID - AD9139 AD9139 STATE/COUNTY- FL/POLK AD9139 USGS QUAD - LAKE WALES (1993) AD9139 AD9139 *CURRENT SURVEY CONTROL AD9139 ___________________________________________________________________ AD9139* NAD 83(1999)- 27 53 40.14865(N) 081 37 13.61515(W) ADJUSTED AD9139* NAVD 88 - 37.90 (meters) 124.3 (feet) GPS OBS AD9139 ___________________________________________________________________ AD9139 X - 822,093.270 (meters) COMP AD9139 Y - -5,580,986.801 (meters) COMP AD9139 Z - 2,966,181.357 (meters) COMP AD9139 LAPLACE CORR- -2.92 (seconds) DEFLEC99 AD9139 ELLIP HEIGHT- 11.51 (meters) (05/31/01) GPS OBS AD9139 GEOID HEIGHT- -26.41 (meters) GEOID99 AD9139 AD9139 HORZ ORDER - B AD9139 ELLP ORDER - FIFTH CLASS I AD9139 AD9139.This mark is at Lake Wales Airport (X07) AD9139 AD9139.The horizontal coordinates were established by GPS observations AD9139.and adjusted by the National Geodetic Survey in May 2001. AD9139 AD9139.The orthometric height was determined by GPS observations and a AD9139.high-resolution geoid model. AD9139 AD9139.GPS derived orthometric heights for airport stations designated as AD9139.PACS or SACS are published to 2 decimal places. This maintains AD9139.centimeter relative accuracy between the PACS and SACS. It does AD9139.not indicate centimeter accuracy relative to other marks which are AD9139.part of the NAVD 88 network. AD9139 AD9139.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD9139 AD9139.The Laplace correction was computed from DEFLEC99 derived deflections. AD9139 AD9139.The ellipsoidal height was determined by GPS observations AD9139.and is referenced to NAD 83. AD9139 AD9139.The geoid height was determined by GEOID99. AD9139 AD9139; North East Units Scale Converg. AD9139;SPC FL W - 394,574.636 237,367.638 MT 0.99995840 +0 10 39.3 AD9139;UTM 17 - 3,085,668.791 438,935.929 MT 0.99964602 -0 17 25.0 AD9139 AD9139: Primary Azimuth Mark Grid Az AD9139:SPC FL W - WALESPORT AZ MK 348 28 08.0 AD9139:UTM 17 - WALESPORT AZ MK 348 56 12.3 AD9139 AD9139|---------------------------------------------------------------------| AD9139| PID Reference Object Distance Geod. Az | AD9139| dddmmss.s | AD9139| AF7485 WALESPORT AZ MK APPROX. 0.6 KM 3483847.3 | AD9139|---------------------------------------------------------------------| AD9139 AD9139 SUPERSEDED SURVEY CONTROL AD9139 AD9139 NAD 83(1990)- 27 53 40.14746(N) 081 37 13.61487(W) AD( ) B AD9139 ELLIP H (07/14/97) 11.47 (m) GP( ) 1 1 AD9139 AD9139.Superseded values are not recommended for survey control. AD9139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD9139.See file dsdata.txt to determine how the superseded data were derived. AD9139 AD9139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3893685669(NAD 83) AD9139_MARKER: I = METAL ROD AD9139_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AD9139_STAMPING: WALESPORT 1989 1996 AD9139_MARK LOGO: NGS AD9139_PROJECTION: RECESSED 4 CENTIMETERS AD9139_MAGNETIC: I = MARKER IS A STEEL ROD AD9139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AD9139+STABILITY: POSITION/ELEVATION WELL AD9139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD9139+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2003 AD9139_ROD/PIPE-DEPTH: 10 meters AD9139_SLEEVE-DEPTH : 0.90 meters AD9139 AD9139 HISTORY - Date Condition Report By AD9139 HISTORY - 1996 MONUMENTED NGS AD9139 HISTORY - 19960605 GOOD NGS AD9139 HISTORY - 20030918 GOOD FL-105 AD9139 AD9139 STATION DESCRIPTION AD9139 AD9139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL) AD9139'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHWEST OF LAKE WALES AT AD9139'THE LAKE WALES MUNICIPAL AIRPORT, IN THE NORTHEAST QUADRANT OF THE AD9139'JUNCTION OF RUNWAY 17-35 AND THE PARALLEL TAXI FOR RUNWAY 6-24. AD9139'OWNERSHIP -- CITY OF LAKE WALES, 450 AIRPORT ROAD, LAKE WALES FL AD9139'33853, CITY MANAGER IS DAVID GREEN, PHONE 941-678-4182 (CITY HALL), AD9139'FIXED BASE OPERATION IS LAKE WALES AVIATION, MR. KABELLER - MANAGER. AD9139'DIRECTOR OF OPERATIONS IS JEFF DUDLEY, PHONE 941-678-0080. CONTACT HIM AD9139'TWO DAYS IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION. TO REACH AD9139'FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 27 IN LAKE WALES, GO AD9139'WESTERLY ON HIGHWAY 60 FOR 2.33 KM (1.45 MI) TO A PAVED CROSSROAD AD9139'(AIRPORT ROAD). TURN LEFT, SOUTH, ON AIRPORT ROAD FOR 0.98 KM (0.60 AD9139'MI) TO THE TERMINAL ON THE RIGHT AND A GATE ON THE LEFT. TURN LEFT, AD9139'EAST, PASSING THROUGH THE GATE, THEN SOUTH FOR 0.08 KM (0.05 MI) TO A AD9139'TAXI. TURN RIGHT, WEST, ALONG THE TAXI FOR 0.24 KM (0.15 MI) TO THE AD9139'STATION ON THE RIGHT. THE STATION IS A PUNCH HOLE TOP CENTER OF A AD9139'STAINLESS STEEL ROD IN A 25 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED AD9139'IN A 12.7 CM PVC PIPE WITH A LOGO CAP RECESSED 4 CM. IT IS 32.3 M AD9139'(106.0 FT) NORTHEAST OF THE CENTER OF THE JUNCTION OF RUNWAY 17-35 AND AD9139'THE PARALLEL TAXI FOR RUNWAY 6-24, 22.8 M (74.8 FT) EAST OF THE RUNWAY AD9139'CENTER, 14.8 M (48.6 FT) NORTH-NORTHWEST OF THE TAXI CENTER, 5.8 M AD9139'(19.0 FT) EAST OF THE EAST END OF CONCRETE CABLE DUCT 2W3, AND 0.25 M AD9139'(0.82 FT) EAST OF A FIBERGLASS WITNESS POST. NOTE -- THE STATION IS AD9139'AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION. AD9139'DESCRIBED BY D.G. AUG AD9139 AD9139 STATION RECOVERY (1996) AD9139 AD9139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SER) AD9139'RECOVERED AS DESCRIBED. AD9139 AD9139 STATION RECOVERY (2003) AD9139 AD9139'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AD9139'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AD9139'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AF6145 *********************************************************************** AF6145 DESIGNATION - X 115 AF6145 PID - AF6145 AF6145 STATE/COUNTY- FL/POLK AF6145 USGS QUAD - LAKE ARBUCKLE (1972) AF6145 AF6145 *CURRENT SURVEY CONTROL AF6145 ___________________________________________________________________ AF6145* NAD 83(1986)- 27 39 52. (N) 081 22 36. (W) SCALED AF6145* NAVD 88 - 17.587 (meters) 57.70 (feet) ADJUSTED AF6145 ___________________________________________________________________ AF6145 GEOID HEIGHT- -26.36 (meters) GEOID99 AF6145 DYNAMIC HT - 17.561 (meters) 57.61 (feet) COMP AF6145 MODELED GRAV- 979,132.6 (mgal) NAVD 88 AF6145 AF6145 VERT ORDER - SECOND CLASS 0 AF6145 AF6145.The horizontal coordinates were scaled from a topographic map and have AF6145.an estimated accuracy of +/- 6 seconds. AF6145 AF6145.The orthometric height was determined by differential leveling AF6145.and adjusted by the National Geodetic Survey in June 1991. AF6145 AF6145.The geoid height was determined by GEOID99. AF6145 AF6145.The dynamic height is computed by dividing the NAVD 88 AF6145.geopotential number by the normal gravity value computed on the AF6145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6145.degrees latitude (g = 980.6199 gals.). AF6145 AF6145.The modeled gravity was interpolated from observed gravity values. AF6145 AF6145; North East Units Estimated Accuracy AF6145;SPC FL W - 369,180. 261,500. MT (+/- 180 meters Scaled) AF6145 AF6145 SUPERSEDED SURVEY CONTROL AF6145 AF6145 NGVD 29 (??/??/92) 17.892 (m) 58.70 (f) ADJ UNCH 2 0 AF6145 AF6145.Superseded values are not recommended for survey control. AF6145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6145.See file dsdata.txt to determine how the superseded data were derived. AF6145 AF6145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML628600(NAD 83) AF6145_MARKER: DB = BENCH MARK DISK AF6145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6145_STAMPING: X 115 1945 AF6145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6145+STABILITY: SURFACE MOTION AF6145 AF6145 HISTORY - Date Condition Report By AF6145 HISTORY - 1945 MONUMENTED CGS AF6145 HISTORY - 1975 MARK NOT FOUND NGS AF6145 HISTORY - 20031003 MARK NOT FOUND FL-105 AF6145 AF6145 STATION DESCRIPTION AF6145 AF6145'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 AF6145'9.6 MI NE FROM AVON PARK. AF6145'9.6 MILES NORTHEAST ALONG FLORIDA HIGHWAY NO 567 FROM THE AF6145'ATLANTIC COAST LINE RAILWAY STATION IN AVON PARK, NEAR THE AF6145'ENTRANCE TO THE AVON PARK ARMY AIR FIELD, 65 FEET NORTHWEST OF AF6145'GUARD HOUSE, 45 FEET WEST OF THE CENTER OF DRIVEWAY. A BRONZE AF6145'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES AF6145'ABOVE THE GROUND. NOTE-- A NEW PAVED ROAD HAS BEEN BUILT AF6145'SUPERCEDING THE OLD DIRT ROAD. AF6145 AF6145 STATION RECOVERY (1975) AF6145 AF6145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 AF6145'MARK NOT FOUND. AF6145 AF6145 STATION RECOVERY (2003) AF6145 AF6145'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AF6145'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AF6145'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK5381 *********************************************************************** AK5381 DESIGNATION - X 351 AK5381 PID - AK5381 AK5381 STATE/COUNTY- FL/POLK AK5381 USGS QUAD - DAVENPORT (1985) AK5381 AK5381 *CURRENT SURVEY CONTROL AK5381 ___________________________________________________________________ AK5381* NAD 83(1986)- 28 08 18. (N) 081 36 44. (W) SCALED AK5381* NAVD 88 - 34.527 (meters) 113.28 (feet) ADJUSTED AK5381 ___________________________________________________________________ AK5381 GEOID HEIGHT- -27.19 (meters) GEOID99 AK5381 DYNAMIC HT - 34.475 (meters) 113.11 (feet) COMP AK5381 MODELED GRAV- 979,150.1 (mgal) NAVD 88 AK5381 AK5381 VERT ORDER - FIRST CLASS II AK5381 AK5381.The horizontal coordinates were scaled from a topographic map and have AK5381.an estimated accuracy of +/- 6 seconds. AK5381 AK5381.The orthometric height was determined by differential leveling AK5381.and adjusted by the National Geodetic Survey in June 1991. AK5381 AK5381.The geoid height was determined by GEOID99. AK5381 AK5381.The dynamic height is computed by dividing the NAVD 88 AK5381.geopotential number by the normal gravity value computed on the AK5381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK5381.degrees latitude (g = 980.6199 gals.). AK5381 AK5381.The modeled gravity was interpolated from observed gravity values. AK5381 AK5381; North East Units Estimated Accuracy AK5381;SPC FL W - 421,600. 238,090. MT (+/- 180 meters Scaled) AK5381 AK5381 SUPERSEDED SURVEY CONTROL AK5381 AK5381 NGVD 29 (09/01/92) 34.817 (m) 114.23 (f) ADJUSTED 1 2 AK5381 AK5381.Superseded values are not recommended for survey control. AK5381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5381.See file dsdata.txt to determine how the superseded data were derived. AK5381 AK5381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM398126(NAD 83) AK5381_MARKER: DB = BENCH MARK DISK AK5381_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK5381_STAMPING: X 351 1978 AK5381_MARK LOGO: NGS AK5381_PROJECTION: RECESSED 10 CENTIMETERS AK5381_MAGNETIC: N = NO MAGNETIC MATERIAL AK5381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK5381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK5381+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2003 AK5381_ROD/PIPE-DEPTH: 4.88 meters AK5381 AK5381 HISTORY - Date Condition Report By AK5381 HISTORY - 1978 MONUMENTED NGS AK5381 HISTORY - 1985 GOOD USPSQD AK5381 HISTORY - 1990 GOOD USPSQD AK5381 HISTORY - 19971008 GOOD FLDEP AK5381 HISTORY - 20030915 GOOD FL-105 AK5381 AK5381 STATION DESCRIPTION AK5381 AK5381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AK5381'1.6 MI SOUTH FROM DAVENPORT. AK5381'1.6 MILES SOUTH ALONG STATE HIGHWAY 92, 17 FROM THE INTERSECTION OF AK5381'STATE ROUTE 547 IN DAVENPORT TO THE MARK ON THE LEFT, 1.5 FEET SOUTH AK5381'OF POWER POLE NUMBER 6-7236, 47 FEET EAST OF THE CENTERLINE OF THE AK5381'HIGHWAY, 273 FEET SOUTH OF THE CENTER OF A BOX CULVERT UNDER THE AK5381'HIGHWAY, 2.85 MILES NORTH OF THE CITY HALL IN HAINES CITY. AK5381'THE MARK IS 1 FT N FROM A WITNESS POST. AK5381'THE MARK IS 1 FT BELOW HIGHWAY. AK5381 AK5381 STATION RECOVERY (1985) AK5381 AK5381'RECOVERY NOTE BY US POWER SQUADRON 1985 AK5381'1.6 MILES SOUTH ALONG STATE HIGHWAY 92-17 FROM THE INTERSECTION OF AK5381'STATE ROUTE 547 IN DAVENPORT TO THE MARK ON LEFT 1.5 FEET SOUTH OF AK5381'POWER POLE 67236, 47 FEET EAST OF THE CENTERLINE OF THE HIGHWAY 273 AK5381'FEET SOUTH OF THE CENTER OF A BOX CULVERT UNDER THE HIGHWAY 2.85 AK5381'MILES NORTH OF THE CITY HALL IN HAINES CITY. A STAINLESS STEEL ROD AK5381'SET TO THE DEPTH OF 16 FEET ENCASED IN A PIPE RECESSED 4 INCHES '5' AK5381'BELOW HIGHWAY 1 FOOT NORTH OF WITNESS POST. AK5381 AK5381 STATION RECOVERY (1990) AK5381 AK5381'RECOVERY NOTE BY US POWER SQUADRON 1990 (JFD) AK5381'RECOVERED IN GOOD CONDITION. AK5381 AK5381 STATION RECOVERY (1997) AK5381 AK5381'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (LGB) AK5381'RECOVERED AS DESCRIBED. AK5381 AK5381 STATION RECOVERY (2003) AK5381 AK5381'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK5381'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AK5381'APPRAISER GIS DEPARTMENT. SET CARSONITE WITNESS POST N10E AT 1.2'FT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AE8630 *********************************************************************** AE8630 SACS - This is a Secondary Airport Control Station. AE8630 DESIGNATION - X07 A AE8630 PID - AE8630 AE8630 STATE/COUNTY- FL/POLK AE8630 USGS QUAD - LAKE WALES (1993) AE8630 AE8630 *CURRENT SURVEY CONTROL AE8630 ___________________________________________________________________ AE8630* NAD 83(1999)- 27 53 20.67098(N) 081 37 08.31209(W) ADJUSTED AE8630* NAVD 88 - 36.63 (meters) 120.2 (feet) GPS OBS AE8630 ___________________________________________________________________ AE8630 X - 822,277.476 (meters) COMP AE8630 Y - -5,581,242.050 (meters) COMP AE8630 Z - 2,965,650.843 (meters) COMP AE8630 LAPLACE CORR- -2.94 (seconds) DEFLEC99 AE8630 ELLIP HEIGHT- 10.25 (meters) (02/19/02) GPS OBS AE8630 GEOID HEIGHT- -26.40 (meters) GEOID99 AE8630 AE8630 HORZ ORDER - FIRST AE8630 ELLP ORDER - FIFTH CLASS I AE8630 AE8630.This mark is at Lake Wales Airport (X07) AE8630 AE8630.The horizontal coordinates were established by GPS observations AE8630.and adjusted by the National Geodetic Survey in February 2002. AE8630 AE8630.The orthometric height was determined by GPS observations and a AE8630.high-resolution geoid model. AE8630 AE8630.GPS derived orthometric heights for airport stations designated as AE8630.PACS or SACS are published to 2 decimal places. This maintains AE8630.centimeter relative accuracy between the PACS and SACS. It does AE8630.not indicate centimeter accuracy relative to other marks which are AE8630.part of the NAVD 88 network. AE8630 AE8630.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE8630 AE8630.The Laplace correction was computed from DEFLEC99 derived deflections. AE8630 AE8630.The ellipsoidal height was determined by GPS observations AE8630.and is referenced to NAD 83. AE8630 AE8630.The geoid height was determined by GEOID99. AE8630 AE8630; North East Units Scale Converg. AE8630;SPC FL W - 393,975.539 237,514.531 MT 0.99995854 +0 10 41.6 AE8630;UTM 17 - 3,085,068.702 439,077.881 MT 0.99964581 -0 17 22.4 AE8630 AE8630 SUPERSEDED SURVEY CONTROL AE8630 AE8630 NAD 83(1990)- 27 53 20.66979(N) 081 37 08.31181(W) AD( ) 1 AE8630 ELLIP H (04/15/98) 10.22 (m) GP( ) 5 1 AE8630 AE8630.Superseded values are not recommended for survey control. AE8630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE8630.See file dsdata.txt to determine how the superseded data were derived. AE8630 AE8630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3907885069(NAD 83) AE8630_MARKER: DD = SURVEY DISK AE8630_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND AE8630_STAMPING: X07 A 1996 AE8630_MARK LOGO: NGS AE8630_PROJECTION: FLUSH AE8630_MAGNETIC: O = OTHER; SEE DESCRIPTION AE8630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE8630+STABILITY: SURFACE MOTION AE8630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE8630+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2003 AE8630_ROD/PIPE-DEPTH: 1.0 meters AE8630 AE8630 HISTORY - Date Condition Report By AE8630 HISTORY - 1996 MONUMENTED NGS AE8630 HISTORY - 20030918 GOOD FL-105 AE8630 AE8630 STATION DESCRIPTION AE8630 AE8630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (DAG) AE8630'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHWEST OF LAKE WALES AT AE8630'THE LAKE WALES MUNICIPAL AIRPORT, ALONG THE EAST SIDE OF RUNWAY END AE8630'35, AND IN LINE WITH THE RUNWAY END. OWNERSHIP--CITY OF LAKE WALES, AE8630'450 AIRPORT ROAD, LAKE WALES, FL 33853. CONTACT JEFF DUDLEY, DIRECTOR AE8630'OF OPERATIONS TWO DAYS IN ADVANCE FOR PERMISSION TO OCCUPY THIS AE8630'STATION. TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND U.S. AE8630'HIGHWAY 27 IN LAKE WALES, GO WESTERLY ON HIGHWAY 60 FOR 2.33 KM (1.45 AE8630'MI) TO A PAVED CROSSROAD (AIRPORT ROAD) . TURN LEFT, HEADING SOUTH AE8630'ALONG AIRPORT ROAD FOR 0.98 KM (0.60 MI) TO THE TERMINAL ON THE RIGHT AE8630'AND A GATE ON THE LEFT. TURN LEFT, HEADING EAST, PASS THROUGH GATE, AE8630'THEN SOUTH FOR 0.08 KM (0.05 MI) TO A TAXIWAY. TURN RIGHT, HEADING AE8630'WEST ALONG TAXIWAY FOR 0.24 KM (0.15 MI) TO RUNWAY 17-35. TURN LEFT AE8630'HEADING SOUTH ALONG RUNWAY 17-35 FOR 0.24 TO THE JUNCTION OF RUNWAY AE8630'6-24. CONTINUE SOUTH ON RUNWAY 17-35 CROSSING RUNWAY 6-24 FOR 0.64 KM AE8630'(0.40 MI) TO THE STATION ON THE LEFT. THE STATION IS A SURVEY DISK AE8630'SET INTO THE TOP OF A METAL PIPE DRIVEN INTO THE GROUND (FENO ROD) AND AE8630'ENCASED IN A PVC PIPE WITH A LOGO CAP AND SURROUNDED BY CONCRETE. AE8630'THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE. IT AE8630'IS 42.7 M (140.1 FT) WEST OF A FENCE, 33.9 M (111.2 FT) NORTH OF A AE8630'FENCE, 23.1 M (75.8 FT) EAST OF THE SOUTHEAST CORNER OF RUNWAY END 35, AE8630'AND 0.25 M (0.82 FT) WEST OF A CARSONITE WITNESS POST. AE8630 AE8630 STATION RECOVERY (2003) AE8630 AE8630'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AE8630'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AE8630'APPRAISER GIS DEPARTMENT. SET CARSONITE WITNESS POST N80E AT 3.0'FT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK5380 *********************************************************************** AK5380 DESIGNATION - Y 351 AK5380 PID - AK5380 AK5380 STATE/COUNTY- FL/POLK AK5380 USGS QUAD - DAVENPORT (1985) AK5380 AK5380 *CURRENT SURVEY CONTROL AK5380 ___________________________________________________________________ AK5380* NAD 83(1986)- 28 09 20. (N) 081 36 21. (W) SCALED AK5380* NAVD 88 - 44.876 (meters) 147.23 (feet) ADJUSTED AK5380 ___________________________________________________________________ AK5380 GEOID HEIGHT- -27.24 (meters) GEOID99 AK5380 DYNAMIC HT - 44.809 (meters) 147.01 (feet) COMP AK5380 MODELED GRAV- 979,150.4 (mgal) NAVD 88 AK5380 AK5380 VERT ORDER - FIRST CLASS II AK5380 AK5380.The horizontal coordinates were scaled from a topographic map and have AK5380.an estimated accuracy of +/- 6 seconds. AK5380 AK5380.The orthometric height was determined by differential leveling AK5380.and adjusted by the National Geodetic Survey in June 1991. AK5380 AK5380.The geoid height was determined by GEOID99. AK5380 AK5380.The dynamic height is computed by dividing the NAVD 88 AK5380.geopotential number by the normal gravity value computed on the AK5380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK5380.degrees latitude (g = 980.6199 gals.). AK5380 AK5380.The modeled gravity was interpolated from observed gravity values. AK5380 AK5380; North East Units Estimated Accuracy AK5380;SPC FL W - 423,510. 238,710. MT (+/- 180 meters Scaled) AK5380 AK5380 SUPERSEDED SURVEY CONTROL AK5380 AK5380 NGVD 29 (09/01/92) 45.165 (m) 148.18 (f) ADJUSTED 1 2 AK5380 AK5380.Superseded values are not recommended for survey control. AK5380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5380.See file dsdata.txt to determine how the superseded data were derived. AK5380 AK5380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM405145(NAD 83) AK5380_MARKER: DB = BENCH MARK DISK AK5380_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK5380_STAMPING: Y 351 1978 AK5380_MARK LOGO: NGS AK5380_PROJECTION: RECESSED 10 CENTIMETERS AK5380_MAGNETIC: N = NO MAGNETIC MATERIAL AK5380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK5380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK5380+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2003 AK5380_ROD/PIPE-DEPTH: 4.88 meters AK5380 AK5380 HISTORY - Date Condition Report By AK5380 HISTORY - 1978 MONUMENTED NGS AK5380 HISTORY - 1985 GOOD USPSQD AK5380 HISTORY - 1990 GOOD USPSQD AK5380 HISTORY - 19971009 GOOD FLDEP AK5380 HISTORY - 20030915 GOOD FL-105 AK5380 AK5380 STATION DESCRIPTION AK5380 AK5380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AK5380'IN DAVENPORT. AK5380'0.35 MILES SOUTH ALONG STATE HIGHWAY 92, 17 FROM THE INTERSECTION AK5380'OF STATE ROUTE 547(BAY STREET) IN DAVENPORT TO THE MARK ON THE LEFT, AK5380'SET AT THE NORTHWEST CORNER OF CYPRESS STREET, 1 FOOT NORTH OF POWER AK5380'POLE NUMBER 6-6370, 23 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AK5380'30.3 FEET NORTH OF THE CENTER OF STREET. AK5380'THE MARK IS ABOVE LEVEL WITH HIGHWAY. AK5380 AK5380 STATION RECOVERY (1985) AK5380 AK5380'RECOVERY NOTE BY US POWER SQUADRON 1985 AK5380'0.35 MILE SOUTH ALONG STATE HIGHWAY 92 17 FROM THE INTERSECTION OF AK5380'STATE ROUTE 547 (BAY STREET) IN DAVENPORT TO THE MARK ON THE LEFT SET AK5380'AT THE NORTHWEST CORNER OF CYPRESS STREET 1 FOOT NORTH OF POWER POLE AK5380'66370, 23 FEET EAST OF THE CENTERLINE OF HIGHWAY 30.3 FEET NORTH OF AK5380'CENTER OF STREET. A STAINLESS STEEL ROD SET TO THE DEPTH OF 16 FEET AK5380'ENCASED IN A RARE RECESSED 4 INCHES ABOUT LEVEL WITH HIGHWAY. AK5380 AK5380 STATION RECOVERY (1990) AK5380 AK5380'RECOVERY NOTE BY US POWER SQUADRON 1990 (JFD) AK5380'RECOVERED IN GOOD CONDITION. AK5380 AK5380 STATION RECOVERY (1997) AK5380 AK5380'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (LGB) AK5380'RECOVERED AS DESCRIBED. AK5380 AK5380 STATION RECOVERY (2003) AK5380 AK5380'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK5380'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AK5380'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK1732 *********************************************************************** AK1732 DESIGNATION - Y 63 AK1732 PID - AK1732 AK1732 STATE/COUNTY- FL/POLK AK1732 USGS QUAD - DUNDEE (1987) AK1732 AK1732 *CURRENT SURVEY CONTROL AK1732 ___________________________________________________________________ AK1732* NAD 83(1986)- 28 02 36. (N) 081 37 14. (W) SCALED AK1732* NAVD 88 - 44.404 (meters) 145.68 (feet) ADJUSTED AK1732 ___________________________________________________________________ AK1732 GEOID HEIGHT- -26.88 (meters) GEOID99 AK1732 DYNAMIC HT - 44.338 (meters) 145.47 (feet) COMP AK1732 MODELED GRAV- 979,151.9 (mgal) NAVD 88 AK1732 AK1732 VERT ORDER - SECOND CLASS 0 AK1732 AK1732.The horizontal coordinates were scaled from a topographic map and have AK1732.an estimated accuracy of +/- 6 seconds. AK1732 AK1732.The orthometric height was determined by differential leveling AK1732.and adjusted by the National Geodetic Survey in June 1991. AK1732 AK1732.The geoid height was determined by GEOID99. AK1732 AK1732.The dynamic height is computed by dividing the NAVD 88 AK1732.geopotential number by the normal gravity value computed on the AK1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK1732.degrees latitude (g = 980.6199 gals.). AK1732 AK1732.The modeled gravity was interpolated from observed gravity values. AK1732 AK1732; North East Units Estimated Accuracy AK1732;SPC FL W - 411,070. 237,310. MT (+/- 180 meters Scaled) AK1732 AK1732 SUPERSEDED SURVEY CONTROL AK1732 AK1732 NGVD 29 (??/??/92) 44.671 (m) 146.56 (f) ADJ UNCH 2 0 AK1732 AK1732.Superseded values are not recommended for survey control. AK1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK1732.See file dsdata.txt to determine how the superseded data were derived. AK1732 AK1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM390021(NAD 83) AK1732_MARKER: DB = BENCH MARK DISK AK1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK1732_STAMPING: Y 63 1934 AK1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK1732+STABILITY: SURFACE MOTION AK1732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK1732+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2003 AK1732 AK1732 HISTORY - Date Condition Report By AK1732 HISTORY - 1934 MONUMENTED CGS AK1732 HISTORY - 1958 GOOD NGS AK1732 HISTORY - 1988 MARK NOT FOUND USPSQD AK1732 HISTORY - 20030207 GOOD USPSQD AK1732 HISTORY - 20030916 GOOD FL-105 AK1732 AK1732 STATION DESCRIPTION AK1732 AK1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AK1732'AT LAKE HAMILTON. AK1732'AT LAKE HAMILTON, 200 YARDS SOUTHEAST OF THE POST OFFICE, 125 AK1732'YARDS EAST OF THE FIRE HOUSE AT THE INTERSECTION OF SMITH AVENUE AK1732'AND SECOND STREET, 93 FT. NORTH OF THE CENTER LINE OF SMITH AK1732'AVENUE, 57 FT. EAST OF THE CENTER LINE OF SECOND STREET, 103 FT. AK1732'WEST OF U.S. HIGHWAY 27A, 23 FT. WEST OF THE WEST RAIL OF THE AK1732'ATLANTIC COAST LINE RAILROAD 3.2 FT. SOUTHEAST OF TELEPHONE AK1732'POLE E38, 2 FT. SOUTH OF A CONCRETE WITNESS POST, SET IN THE AK1732'TOP OF A CONCRETE POST WHICH IS 0.3 FT. BELOW THE TOP OF THE AK1732'GROUND. AK1732 AK1732 STATION RECOVERY (1988) AK1732 AK1732'RECOVERY NOTE BY US POWER SQUADRON 1988 (HMD) AK1732'MARK NOT FOUND. AK1732 AK1732 STATION RECOVERY (2003) AK1732 AK1732'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA) AK1732'RECOVERED IN GOOD CONDITION. AK1732 AK1732 STATION RECOVERY (2003) AK1732 AK1732'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK1732'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AK1732'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK5379 *********************************************************************** AK5379 DESIGNATION - Z 351 AK5379 PID - AK5379 AK5379 STATE/COUNTY- FL/POLK AK5379 USGS QUAD - DAVENPORT (1985) AK5379 AK5379 *CURRENT SURVEY CONTROL AK5379 ___________________________________________________________________ AK5379* NAD 83(1986)- 28 10 35. (N) 081 35 43. (W) SCALED AK5379* NAVD 88 - 32.488 (meters) 106.59 (feet) ADJUSTED AK5379 ___________________________________________________________________ AK5379 GEOID HEIGHT- -27.32 (meters) GEOID99 AK5379 DYNAMIC HT - 32.440 (meters) 106.43 (feet) COMP AK5379 MODELED GRAV- 979,151.3 (mgal) NAVD 88 AK5379 AK5379 VERT ORDER - FIRST CLASS II AK5379 AK5379.The horizontal coordinates were scaled from a topographic map and have AK5379.an estimated accuracy of +/- 6 seconds. AK5379 AK5379.The orthometric height was determined by differential leveling AK5379.and adjusted by the National Geodetic Survey in June 1991. AK5379 AK5379.The geoid height was determined by GEOID99. AK5379 AK5379.The dynamic height is computed by dividing the NAVD 88 AK5379.geopotential number by the normal gravity value computed on the AK5379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK5379.degrees latitude (g = 980.6199 gals.). AK5379 AK5379.The modeled gravity was interpolated from observed gravity values. AK5379 AK5379; North East Units Estimated Accuracy AK5379;SPC FL W - 425,820. 239,740. MT (+/- 180 meters Scaled) AK5379 AK5379 SUPERSEDED SURVEY CONTROL AK5379 AK5379 NGVD 29 (09/01/92) 32.778 (m) 107.54 (f) ADJUSTED 1 2 AK5379 AK5379.Superseded values are not recommended for survey control. AK5379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5379.See file dsdata.txt to determine how the superseded data were derived. AK5379 AK5379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM415168(NAD 83) AK5379_MARKER: DB = BENCH MARK DISK AK5379_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK5379_STAMPING: Z 351 1978 AK5379_PROJECTION: RECESSED 10 CENTIMETERS AK5379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK5379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK5379+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003 AK5379_ROD/PIPE-DEPTH: 4.88 meters AK5379 AK5379 HISTORY - Date Condition Report By AK5379 HISTORY - 1978 MONUMENTED NGS AK5379 HISTORY - 1985 GOOD USPSQD AK5379 HISTORY - 1990 GOOD USPSQD AK5379 HISTORY - 20030909 GOOD FL-105 AK5379 AK5379 STATION DESCRIPTION AK5379 AK5379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AK5379'1.25 MI NORTH FROM DAVENPORT. AK5379'1.25 MILES NORTH ALONG STATE HIGHWAY 17, 92 FROM THE INTERSECTION AK5379'OF STATE ROUTES 547(BAY STREET) IN DAVENPORT TO THE MARK ON THE AK5379'LEFT, SET AT THE NORTH END OF THE SHADY OAKS MOBILE PARK, AK5379'BETWEEN POWER POLE AND GUY WIRE, 45 FEET WEST OF THE CENTERLINE AK5379'OF HIGHWAY, 16 FEET WEST OF THE CENTER OF A DRIVEWAY, 11 FEET AK5379'NORTH OF A GUY WIRE, 5 FEET WEST OF GUY WIRE, 1.3 FEET SOUTH AK5379'OF A WHITE CINDER BLOCK CULVERT, 1.2 FEET NORTH OF POWER POLE AK5379'NUMBER 133022,049675. AK5379'THE MARK IS 1 FT E FROM A WITNESS POST. AK5379'THE MARK IS 4 FT BELOW HIGHWAY. AK5379 AK5379 STATION RECOVERY (1985) AK5379 AK5379'RECOVERY NOTE BY US POWER SQUADRON 1985 AK5379'1.25 MILES NORTH ALONG HIGHWAY 17-92 FROM THE INTERSECTION OF STATE AK5379'ROUTE 547 (BAY STREET) IN DAVEPORT TO THE MARK ON THE LEFT SET AT THE AK5379'NORTH END OF SHADY OAKS MOBILE PARK, BETWEEN POWER POLE AND GUY WIRE AK5379'45 FEET WEST OF THE CENTERLINE OF HIGHWAY 16 FEET SOUTH (FORMERLY AK5379'READ WEST) OF THE CENTER OF A DRIVEWAY 11 FEET NORTH OF A GUY WIRE 5 AK5379'FEET WEST OF GUY WIRE. 1.3 FEET SOUTH OF A CINDER BLOCK CULVERT 1.2 AK5379'FEET SOUTH (FORMERLY READ NORTH) OF POWER POLE 133022. A STAINLESS AK5379'STEEL ROD SET TO A DEPTH 16 FEET ENCASED IN A PIPE RECESSED 4 INCHES AK5379'4 FEET BELOW HIGHWAY. 1 FOOT EAST OF WITNESS POST. AK5379 AK5379 STATION RECOVERY (1990) AK5379 AK5379'RECOVERY NOTE BY US POWER SQUADRON 1990 (LBD) AK5379'RECOVERED IN GOOD CONDITION. AK5379 AK5379 STATION RECOVERY (2003) AK5379 AK5379'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK5379'RECOVERY AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER AK5379'GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK1733 *********************************************************************** AK1733 DESIGNATION - Z 63 AK1733 PID - AK1733 AK1733 STATE/COUNTY- FL/POLK AK1733 USGS QUAD - DUNDEE (1987) AK1733 AK1733 *CURRENT SURVEY CONTROL AK1733 ___________________________________________________________________ AK1733* NAD 83(1986)- 28 01 21. (N) 081 37 21. (W) SCALED AK1733* NAVD 88 - 45.196 (meters) 148.28 (feet) ADJUSTED AK1733 ___________________________________________________________________ AK1733 GEOID HEIGHT- -26.81 (meters) GEOID99 AK1733 DYNAMIC HT - 45.128 (meters) 148.06 (feet) COMP AK1733 MODELED GRAV- 979,152.6 (mgal) NAVD 88 AK1733 AK1733 VERT ORDER - SECOND CLASS 0 AK1733 AK1733.The horizontal coordinates were scaled from a topographic map and have AK1733.an estimated accuracy of +/- 6 seconds. AK1733 AK1733.The orthometric height was determined by differential leveling AK1733.and adjusted by the National Geodetic Survey in June 1991. AK1733 AK1733.The geoid height was determined by GEOID99. AK1733 AK1733.The dynamic height is computed by dividing the NAVD 88 AK1733.geopotential number by the normal gravity value computed on the AK1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK1733.degrees latitude (g = 980.6199 gals.). AK1733 AK1733.The modeled gravity was interpolated from observed gravity values. AK1733 AK1733; North East Units Estimated Accuracy AK1733;SPC FL W - 408,760. 237,120. MT (+/- 180 meters Scaled) AK1733 AK1733 SUPERSEDED SURVEY CONTROL AK1733 AK1733 NGVD 29 (??/??/92) 45.465 (m) 149.16 (f) ADJ UNCH 2 0 AK1733 AK1733.Superseded values are not recommended for survey control. AK1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK1733.See file dsdata.txt to determine how the superseded data were derived. AK1733 AK1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML388998(NAD 83) AK1733_MARKER: DB = BENCH MARK DISK AK1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK1733_STAMPING: Z 63 1934 AK1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK1733+STABILITY: SURFACE MOTION AK1733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AK1733+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2003 AK1733 AK1733 HISTORY - Date Condition Report By AK1733 HISTORY - 1934 MONUMENTED CGS AK1733 HISTORY - 1958 GOOD NGS AK1733 HISTORY - 1981 GOOD FLDT AK1733 HISTORY - 1989 GOOD USPSQD AK1733 HISTORY - 19950816 GOOD USPSQD AK1733 HISTORY - 20030207 MARK NOT FOUND USPSQD AK1733 HISTORY - 20030916 GOOD FL-105 AK1733 AK1733 STATION DESCRIPTION AK1733 AK1733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AK1733'AT DUNDEE. AK1733'AT DUNDEE, 60 FT. WEST OF THE NORTHWEST CORNER OF THE ATLANTIC AK1733'COAST LINE RAILROAD STATION, 141 FT. NORTH OF THE CENTER LINE AK1733'OF AN EAST AND WEST STREET, 24.6 FT. WEST OF THE WEST RAIL OF AK1733'THE MAIN TRACK, 2.7 FT. SOUTH OF A TELEPHONE POLE, SET IN THE AK1733'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FT. ABOVE THE GROUND. AK1733 AK1733 STATION RECOVERY (1981) AK1733 AK1733'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1981 AK1733'RECOVERED IN GOOD CONDITION. AK1733 AK1733 STATION RECOVERY (1989) AK1733 AK1733'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD) AK1733'RECOVERED IN GOOD CONDITION. AK1733 AK1733 STATION RECOVERY (1995) AK1733 AK1733'RECOVERY NOTE BY US POWER SQUADRON 1995 AK1733'RECOVERED IN GOOD CONDITION. AK1733 AK1733 STATION RECOVERY (2003) AK1733 AK1733'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA) AK1733'MARK NOT FOUND. AK1733 AK1733 STATION RECOVERY (2003) AK1733 AK1733'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK1733'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AK1733'APPRAISER GIS DEPARTMENT.