1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AB5485 *********************************************************************** AB5485 DESIGNATION - 95 016 AB5485 PID - AB5485 AB5485 STATE/COUNTY- FL/OSCEOLA AB5485 USGS QUAD - LAKE TOHOPEKALIGA (1987) AB5485 AB5485 *CURRENT SURVEY CONTROL AB5485 ___________________________________________________________________ AB5485* NAD 83(1999)- 28 11 39.75312(N) 081 27 59.48319(W) ADJUSTED AB5485* NAVD 88 - 21.4 (meters) 70. (feet) GPS OBS AB5485 ___________________________________________________________________ AB5485 X - 834,762.763 (meters) COMP AB5485 Y - -5,563,290.520 (meters) COMP AB5485 Z - 2,995,504.667 (meters) COMP AB5485 LAPLACE CORR- -1.95 (seconds) DEFLEC99 AB5485 ELLIP HEIGHT- -6.21 (meters) (05/31/01) GPS OBS AB5485 GEOID HEIGHT- -27.59 (meters) GEOID99 AB5485 AB5485 HORZ ORDER - FIRST AB5485 ELLP ORDER - FOURTH CLASS I AB5485 AB5485.The horizontal coordinates were established by GPS observations AB5485.and adjusted by the National Geodetic Survey in May 2001. AB5485 AB5485.The orthometric height was determined by GPS observations and a AB5485.high-resolution geoid model. AB5485 AB5485.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB5485 AB5485.The Laplace correction was computed from DEFLEC99 derived deflections. AB5485 AB5485.The ellipsoidal height was determined by GPS observations AB5485.and is referenced to NAD 83. AB5485 AB5485.The geoid height was determined by GEOID99. AB5485 AB5485; North East Units Scale Converg. AB5485;SPC FL E - 427,836.754 154,196.933 MT 0.99996706 -0 13 13.5 AB5485;UTM 17 - 3,118,822.759 454,212.561 MT 0.99962587 -0 13 13.5 AB5485 AB5485 SUPERSEDED SURVEY CONTROL AB5485 AB5485 NAD 83(1990)- 28 11 39.75195(N) 081 27 59.48274(W) AD( ) 1 AB5485 ELLIP H (07/11/96) -6.18 (m) GP( ) 4 1 AB5485 AB5485.Superseded values are not recommended for survey control. AB5485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB5485.See file dsdata.txt to determine how the superseded data were derived. AB5485 AB5485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM5421318823(NAD 83) AB5485_MARKER: DD = SURVEY DISK AB5485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB5485_STAMPING: 95-016 1995 AB5485_MARK LOGO: FL-097 AB5485_MAGNETIC: O = OTHER; SEE DESCRIPTION AB5485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB5485+STABILITY: SURFACE MOTION AB5485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB5485+SATELLITE: SATELLITE OBSERVATIONS - 1995 AB5485 AB5485 HISTORY - Date Condition Report By AB5485 HISTORY - 1995 MONUMENTED ADRGS AB5485 HISTORY - 20030911 MARK NOT FOUND FL-105 AB5485 AB5485 STATION DESCRIPTION AB5485 AB5485'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW) AB5485'THE STATION IS SITUATED IN OSCEOLA COUNTY, FLORIDA AND IS 6.9 MI (11.1 AB5485'KM) SOUTHAND 3.0 MI (4.8 KM) WEST OF THE CITY OF KISSIMMEE. TO REACH AB5485'THE STATION FROM THE INTERSECTION OF US 192 AND US 441 IN THE AB5485'NORTHEAST SECTION OF KISSIMMEE, GO WEST ON US 192 AND US 17/92 FOR 0.7 AB5485'MI (1.1 KM) TO THE INTERSECTION OF US 192 AND US 17/92 SPLIT. TURN AB5485'LEFT AND GO SOUTH AND WEST ON US 17/92 FOR 5.1 MI (8.2 KM) TO THE AB5485'INTERSECTION OF US 17/92 AND COUNTY ROAD 535 (HAM BROWN ROAD) . TURN AB5485'LEFT AND GO SOUTH ON COUNTY ROAD 535 (HAM BROWN ROAD) FOR 4.45 MI AB5485'(7.16 KM) TO THE STATION ON THE RIGHT, 28.5 FT (8.7 M) WEST OF THE AB5485'CENTERLINE OF HAM BROWN ROAD, AND 53 FT (16.2 M) NORTH OF THE AB5485'CENTERLINE OF RAVES ROAD. AB5485 AB5485 STATION RECOVERY (2003) AB5485 AB5485'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AB5485'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AB5485'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AB5503 *********************************************************************** AB5503 DESIGNATION - 95 064 AB5503 PID - AB5503 AB5503 STATE/COUNTY- FL/OSCEOLA AB5503 USGS QUAD - LAKE TOHOPEKALIGA (1987) AB5503 AB5503 *CURRENT SURVEY CONTROL AB5503 ___________________________________________________________________ AB5503* NAD 83(1999)- 28 12 02.77542(N) 081 27 59.06485(W) ADJUSTED AB5503* NAVD 88 - 22.8 (meters) 75. (feet) GPS OBS AB5503 ___________________________________________________________________ AB5503 X - 834,724.535 (meters) COMP AB5503 Y - -5,562,958.866 (meters) COMP AB5503 Z - 2,996,129.935 (meters) COMP AB5503 LAPLACE CORR- -1.94 (seconds) DEFLEC99 AB5503 ELLIP HEIGHT- -4.82 (meters) (05/31/01) GPS OBS AB5503 GEOID HEIGHT- -27.61 (meters) GEOID99 AB5503 AB5503 HORZ ORDER - FIRST AB5503 ELLP ORDER - FOURTH CLASS I AB5503 AB5503.The horizontal coordinates were established by GPS observations AB5503.and adjusted by the National Geodetic Survey in May 2001. AB5503 AB5503.The orthometric height was determined by GPS observations and a AB5503.high-resolution geoid model. AB5503 AB5503.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB5503 AB5503.The Laplace correction was computed from DEFLEC99 derived deflections. AB5503 AB5503.The ellipsoidal height was determined by GPS observations AB5503.and is referenced to NAD 83. AB5503 AB5503.The geoid height was determined by GEOID99. AB5503 AB5503; North East Units Scale Converg. AB5503;SPC FL E - 428,545.401 154,211.068 MT 0.99996704 -0 13 13.5 AB5503;UTM 17 - 3,119,531.165 454,226.691 MT 0.99962586 -0 13 13.5 AB5503 AB5503 SUPERSEDED SURVEY CONTROL AB5503 AB5503 NAD 83(1990)- 28 12 02.77441(N) 081 27 59.06439(W) AD( ) 1 AB5503 ELLIP H (07/11/96) -4.77 (m) GP( ) 4 1 AB5503 AB5503.Superseded values are not recommended for survey control. AB5503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB5503.See file dsdata.txt to determine how the superseded data were derived. AB5503 AB5503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM5422719531(NAD 83) AB5503_MARKER: DD = SURVEY DISK AB5503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB5503_STAMPING: 95-064 1995 AB5503_MARK LOGO: FL-097 AB5503_MAGNETIC: O = OTHER; SEE DESCRIPTION AB5503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB5503+STABILITY: SURFACE MOTION AB5503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB5503+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2003 AB5503 AB5503 HISTORY - Date Condition Report By AB5503 HISTORY - 1995 MONUMENTED ADRGS AB5503 HISTORY - 20030911 GOOD FL-105 AB5503 AB5503 STATION DESCRIPTION AB5503 AB5503'DESCRIBED BY ADR GEODETIC SERVICES 1995 (BAW) AB5503'THE STATION IS SITUATED IN OSCEOLA COUNTY, FLORIDA AND IS 6.2 MI (10.0 AB5503'KM) SOUTHAND 3.0 MI (4.8 KM) WEST OF THE CITY OF KISSIMMEE. TO REACH AB5503'THE STATION FROM THE INTERSECTION OF US 192 AND US 441 IN THE AB5503'NORTHEAST SECTION OF KISSIMMEE, GO WEST ON US 192 AND US 17/92 FOR 0.7 AB5503'MI (1.1 KM) TO THE INTERSECTION OF US 192 AND US 17/92 SPLIT. TURN AB5503'LEFT AND GO SOUTH AND WEST ON US 17/92 FOR 5.1 MI (8.2 KM) TO THE AB5503'INTERSECTION OF US 17/92 AND COUNTY ROAD 535 (HAM BROWN ROAD) . TURN AB5503'LEFT AND GO SOUTH ON COUNTY ROAD 535 FOR 4.0 MI (6.4 KM) TO THE AB5503'STATION ON THE RIGHT. THE STATION IS 21.5 FT (6.6 M) WEST OF THE AB5503'CENTERLINE OF COUNTY ROAD 535, 48.5 FT (14.8 M) NORTH OF AN EAST-WEST AB5503'FENCE LINE, 150 FT (45.7 M) SOUTH OF THE CENTERLINE OF A PRIVATE DRIVE AB5503'LEADING TO THE EAST AND 4.5 FT (1.4 M) WEST OF A NORTH-SOUTH WHITE AB5503'TIMBER FENCE. AB5503 AB5503 STATION RECOVERY (2003) AB5503 AB5503'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AB5503'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AB5503'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK5375 *********************************************************************** AK5375 DESIGNATION - D 354 AK5375 PID - AK5375 AK5375 STATE/COUNTY- FL/OSCEOLA AK5375 USGS QUAD - DAVENPORT (1985) AK5375 AK5375 *CURRENT SURVEY CONTROL AK5375 ___________________________________________________________________ AK5375* NAD 83(1986)- 28 14 14. (N) 081 33 31. (W) SCALED AK5375* NAVD 88 - 28.419 (meters) 93.24 (feet) ADJUSTED AK5375 ___________________________________________________________________ AK5375 GEOID HEIGHT- -27.50 (meters) GEOID99 AK5375 DYNAMIC HT - 28.377 (meters) 93.10 (feet) COMP AK5375 MODELED GRAV- 979,157.3 (mgal) NAVD 88 AK5375 OBS GRAVITY - 979,156.2 (mgal) GRAV_OBS AK5375 AK5375 VERT ORDER - FIRST CLASS II AK5375 AK5375.The horizontal coordinates were scaled from a topographic map and have AK5375.an estimated accuracy of +/- 6 seconds. AK5375 AK5375.The orthometric height was determined by differential leveling AK5375.and adjusted by the National Geodetic Survey in June 1991. AK5375 AK5375.The geoid height was determined by GEOID99. AK5375 AK5375.The dynamic height is computed by dividing the NAVD 88 AK5375.geopotential number by the normal gravity value computed on the AK5375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK5375.degrees latitude (g = 980.6199 gals.). AK5375 AK5375.The modeled gravity was interpolated from observed gravity values. AK5375.The observed gravity was obtained from relative gravimeter ties AK5375.to the IGSN71 gravity network. AK5375 AK5375; North East Units Estimated Accuracy AK5375;SPC FL E - 432,620. 145,180. MT (+/- 180 meters Scaled) AK5375 AK5375 SUPERSEDED SURVEY CONTROL AK5375 AK5375 NGVD 29 (09/01/92) 28.710 (m) 94.19 (f) ADJUSTED 1 2 AK5375 AK5375.Superseded values are not recommended for survey control. AK5375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5375.See file dsdata.txt to determine how the superseded data were derived. AK5375 AK5375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM451236(NAD 83) AK5375_MARKER: DB = BENCH MARK DISK AK5375_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK5375_STAMPING: D 354 1978 AK5375_PROJECTION: RECESSED 10 CENTIMETERS AK5375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK5375_ROD/PIPE-DEPTH: 6.10 meters AK5375 AK5375 HISTORY - Date Condition Report By AK5375 HISTORY - 1978 MONUMENTED NGS AK5375 HISTORY - 1985 GOOD USPSQD AK5375 HISTORY - 1990 GOOD USPSQD AK5375 HISTORY - 19990111 MARK NOT FOUND USPSQD AK5375 HISTORY - 20030909 POOR FL-105 AK5375 AK5375 STATION DESCRIPTION AK5375 AK5375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AK5375'IN LOUGHMAN. AK5375'0.05 MILE NORTH ALONG STATE HIGHWAY 17, 92 FROM THE JUNCTION OF AK5375'STATE ROUTE 54 IN LOUGHMAN TO THE MARK ON THE LEFT, 6.05 MILES AK5375'NORTH OF DAVENPORT, 45 FEET WEST OF CENTERLINE OF HIGHWAY, 120 AK5375'FEET NORTH OF POWER POLE MUNBER 6-22346, 22.5 FEET WEST OF HIGHWAY AK5375'SIGN, 2 FEET SOUTH OF POWER POLE NUMBER 1CB-49. AK5375'THE MARK IS 2 FT S FROM A WITNESS POST. AK5375'THE MARK IS 1 FT BELOW HIGHWAY. AK5375 AK5375 STATION RECOVERY (1985) AK5375 AK5375'RECOVERY NOTE BY US POWER SQUADRON 1985 AK5375'0.05 MILE NORTH ALONG STATE HIGHWAY 17-92 FROM THE JUNCTION OF STATE AK5375'ROUTE 54 IN LOUGHMAN TO THE MARK ON THE LEFT 6.05 MILES NORTH OF AK5375'DRAVENPORT 45 FEET WEST OF CENTERLINE OF HIGHWAY 120 FEET NORTH OF AK5375'POWER POLE 6 22 346. 22.5 FEET WEST OF HIGHWAY SIGN 2 FEET SOUTH OF AK5375'POWER POLE IC B 49. A STAINLEE STEEL ROD SET TO THE DEPTH OF 20 FEET AK5375'ENCASED IN A PIPE RECESSED 4 INCHES 1 FOOT BELOW HIGHWAY. 2 FEET AK5375'SOUTH OF WITNESS POST. AK5375 AK5375 STATION RECOVERY (1990) AK5375 AK5375'RECOVERY NOTE BY US POWER SQUADRON 1990 (LBD) AK5375'RECOVERED IN GOOD CONDITION. AK5375 AK5375 STATION RECOVERY (1999) AK5375 AK5375'RECOVERY NOTE BY US POWER SQUADRON 1999 AK5375'MARK NOT FOUND. AK5375 AK5375 STATION RECOVERY (2003) AK5375 AK5375'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK5375'RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS DEPARTMENT. P/P AK5375'GROUND ROD SET DOWN THROUGH PVC PIPE BENDING DOWN SIDE OF DISK. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK5374 *********************************************************************** AK5374 DESIGNATION - E 354 AK5374 PID - AK5374 AK5374 STATE/COUNTY- FL/OSCEOLA AK5374 USGS QUAD - INTERCESSION CITY (1985) AK5374 AK5374 *CURRENT SURVEY CONTROL AK5374 ___________________________________________________________________ AK5374* NAD 83(1986)- 28 15 08. (N) 081 32 57. (W) SCALED AK5374* NAVD 88 - 21.170 (meters) 69.46 (feet) ADJUSTED AK5374 ___________________________________________________________________ AK5374 GEOID HEIGHT- -27.54 (meters) GEOID99 AK5374 DYNAMIC HT - 21.138 (meters) 69.35 (feet) COMP AK5374 MODELED GRAV- 979,159.3 (mgal) NAVD 88 AK5374 AK5374 VERT ORDER - FIRST CLASS II AK5374 AK5374.The horizontal coordinates were scaled from a topographic map and have AK5374.an estimated accuracy of +/- 6 seconds. AK5374 AK5374.The orthometric height was determined by differential leveling AK5374.and adjusted by the National Geodetic Survey in June 1991. AK5374 AK5374.The geoid height was determined by GEOID99. AK5374 AK5374.The dynamic height is computed by dividing the NAVD 88 AK5374.geopotential number by the normal gravity value computed on the AK5374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK5374.degrees latitude (g = 980.6199 gals.). AK5374 AK5374.The modeled gravity was interpolated from observed gravity values. AK5374 AK5374; North East Units Estimated Accuracy AK5374;SPC FL E - 434,280. 146,110. MT (+/- 180 meters Scaled) AK5374 AK5374 SUPERSEDED SURVEY CONTROL AK5374 AK5374 NGVD 29 (09/01/92) 21.461 (m) 70.41 (f) ADJUSTED 1 2 AK5374 AK5374.Superseded values are not recommended for survey control. AK5374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5374.See file dsdata.txt to determine how the superseded data were derived. AK5374 AK5374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM461252(NAD 83) AK5374_MARKER: DB = BENCH MARK DISK AK5374_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK5374_STAMPING: E 354 1978 AK5374_PROJECTION: RECESSED 10 CENTIMETERS AK5374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK5374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AK5374+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003 AK5374_ROD/PIPE-DEPTH: 4.88 meters AK5374 AK5374 HISTORY - Date Condition Report By AK5374 HISTORY - 1978 MONUMENTED NGS AK5374 HISTORY - 1990 GOOD USPSQD AK5374 HISTORY - 19990111 GOOD USPSQD AK5374 HISTORY - 20030909 GOOD FL-105 AK5374 AK5374 STATION DESCRIPTION AK5374 AK5374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AK5374'1.2 MI NORTH FROM LOUGHMAN. AK5374'1.2 MILES NORTH ALONG STATE HIGHWAY 17, 92 FROM THE JUNCTION AK5374'OF STATE ROUTE 54 IN LOUGHMAN TO THE MARK ON THE LEFT, 0.25 AK5374'MILE NORTH OF COUNTY LINE, 100 FEET SOUTHWEST OF CENTER OF AK5374'HIGHWAY BRIDGE, 45 FEET WEST OF CENTERLINE OF HIGHWAY, 2 AK5374'FEET NORTH OF POWER POLE NUMBER 1CB20. AK5374'THE MARK IS 2 FT N FROM A WITNESS POST. AK5374'THE MARK IS 3 FT BELOW HIGHWAY. AK5374 AK5374 STATION RECOVERY (1990) AK5374 AK5374'RECOVERY NOTE BY US POWER SQUADRON 1990 (LBD) AK5374'RECOVERED IN GOOD CONDITION. AK5374 AK5374 STATION RECOVERY (1999) AK5374 AK5374'RECOVERY NOTE BY US POWER SQUADRON 1999 AK5374'RECOVERED IN GOOD CONDITION. AK5374 AK5374 STATION RECOVERY (2003) AK5374 AK5374'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK5374'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AK5374'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK5373 *********************************************************************** AK5373 DESIGNATION - F 354 AK5373 PID - AK5373 AK5373 STATE/COUNTY- FL/OSCEOLA AK5373 USGS QUAD - INTERCESSION CITY (1985) AK5373 AK5373 *CURRENT SURVEY CONTROL AK5373 ___________________________________________________________________ AK5373* NAD 83(1986)- 28 15 48. (N) 081 32 12. (W) SCALED AK5373* NAVD 88 - 22.495 (meters) 73.80 (feet) ADJUSTED AK5373 ___________________________________________________________________ AK5373 GEOID HEIGHT- -27.57 (meters) GEOID99 AK5373 DYNAMIC HT - 22.461 (meters) 73.69 (feet) COMP AK5373 MODELED GRAV- 979,160.8 (mgal) NAVD 88 AK5373 AK5373 VERT ORDER - FIRST CLASS II AK5373 AK5373.The horizontal coordinates were scaled from a topographic map and have AK5373.an estimated accuracy of +/- 6 seconds. AK5373 AK5373.The orthometric height was determined by differential leveling AK5373.and adjusted by the National Geodetic Survey in June 1991. AK5373 AK5373.The geoid height was determined by GEOID99. AK5373 AK5373.The dynamic height is computed by dividing the NAVD 88 AK5373.geopotential number by the normal gravity value computed on the AK5373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK5373.degrees latitude (g = 980.6199 gals.). AK5373 AK5373.The modeled gravity was interpolated from observed gravity values. AK5373 AK5373; North East Units Estimated Accuracy AK5373;SPC FL E - 435,510. 147,340. MT (+/- 180 meters Scaled) AK5373 AK5373 SUPERSEDED SURVEY CONTROL AK5373 AK5373 NGVD 29 (09/01/92) 22.786 (m) 74.76 (f) ADJUSTED 1 2 AK5373 AK5373.Superseded values are not recommended for survey control. AK5373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5373.See file dsdata.txt to determine how the superseded data were derived. AK5373 AK5373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM473264(NAD 83) AK5373_MARKER: DB = BENCH MARK DISK AK5373_SETTING: 36 = BRIDGE AK5373_STAMPING: F 354 1978 AK5373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK5373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AK5373+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003 AK5373 AK5373 HISTORY - Date Condition Report By AK5373 HISTORY - 1978 MONUMENTED NGS AK5373 HISTORY - 1990 MARK NOT FOUND USPSQD AK5373 HISTORY - 19990111 GOOD USPSQD AK5373 HISTORY - 20030909 GOOD FL-105 AK5373 AK5373 STATION DESCRIPTION AK5373 AK5373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AK5373'2.3 MI NE FROM LOUGHMAN. AK5373'2.3 MILES NORTHEAST ALONG STATE HIGHWAY 17, 92 FROM THE AK5373'JUNCTION OF STATE ROUTE 54 IN LOUGHMAN TO THE MARK ON THE RIGHT AK5373'SET IN TOP OF THE SOUTHEAST END OF HIGHWAY BRIDGE, 0.45 MILE AK5373'NORTHEAST OF STATE ROUTE 532, 14 FEET SOUTHEAST OF CENTERLINE OF AK5373'HIGHWAY, 1 FOOT WEST OF GUARDRAIL. AK5373'THE MARK IS ABOVE LEVEL WITH HIGHWAY. AK5373 AK5373 STATION RECOVERY (1990) AK5373 AK5373'RECOVERY NOTE BY US POWER SQUADRON 1990 (LBD) AK5373'MARK NOT FOUND. AK5373 AK5373 STATION RECOVERY (1999) AK5373 AK5373'RECOVERY NOTE BY US POWER SQUADRON 1999 AK5373'RECOVERED IN GOOD CONDITION. AK5373 AK5373 STATION RECOVERY (2003) AK5373 AK5373'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK5373'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AK5373'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK1528 *********************************************************************** AK1528 DESIGNATION - G 17 AK1528 PID - AK1528 AK1528 STATE/COUNTY- FL/OSCEOLA AK1528 USGS QUAD - INTERCESSION CITY (1985) AK1528 AK1528 *CURRENT SURVEY CONTROL AK1528 ___________________________________________________________________ AK1528* NAD 83(1986)- 28 15 29. (N) 081 32 59. (W) SCALED AK1528* NAVD 88 - 23.704 (meters) 77.77 (feet) ADJUSTED AK1528 ___________________________________________________________________ AK1528 GEOID HEIGHT- -27.54 (meters) GEOID99 AK1528 DYNAMIC HT - 23.669 (meters) 77.65 (feet) COMP AK1528 MODELED GRAV- 979,159.9 (mgal) NAVD 88 AK1528 AK1528 VERT ORDER - FIRST CLASS II AK1528 AK1528.The horizontal coordinates were scaled from a topographic map and have AK1528.an estimated accuracy of +/- 6 seconds. AK1528 AK1528.The orthometric height was determined by differential leveling AK1528.and adjusted by the National Geodetic Survey in June 1991. AK1528 AK1528.The geoid height was determined by GEOID99. AK1528 AK1528.The dynamic height is computed by dividing the NAVD 88 AK1528.geopotential number by the normal gravity value computed on the AK1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK1528.degrees latitude (g = 980.6199 gals.). AK1528 AK1528.The modeled gravity was interpolated from observed gravity values. AK1528 AK1528; North East Units Estimated Accuracy AK1528;SPC FL E - 434,930. 146,060. MT (+/- 180 meters Scaled) AK1528 AK1528 SUPERSEDED SURVEY CONTROL AK1528 AK1528 NGVD 29 (??/??/92) 23.974 (m) 78.65 (f) ADJ UNCH 1 2 AK1528 AK1528.Superseded values are not recommended for survey control. AK1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK1528.See file dsdata.txt to determine how the superseded data were derived. AK1528 AK1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM460259(NAD 83) AK1528_MARKER: DB = BENCH MARK DISK AK1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK1528_STAMPING: 78.655 G 17 1933 AK1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK1528+STABILITY: SURFACE MOTION AK1528 AK1528 HISTORY - Date Condition Report By AK1528 HISTORY - 1933 MONUMENTED CGS AK1528 HISTORY - 1953 MARK NOT FOUND NGS AK1528 HISTORY - 19990111 MARK NOT FOUND USPSQD AK1528 HISTORY - 20030910 MARK NOT FOUND FL-105 AK1528 AK1528 STATION DESCRIPTION AK1528 AK1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 AK1528'1.5 MI NE FROM LOUGHMAN. AK1528'IN OSCEOLA COUNTY, ABOUT 1-1/2 MILES NORTHEAST ALONG THE ATLANTIC AK1528'COAST LINE RAILROAD FROM THE STATION AT LOUGHMAN, POLK COUNTY, AK1528'719 FEET NORTHEAST OF MILEPOST 74 P, NEAR THE MIDDLE OF A LONG AK1528'CURVE, AT A DIRT ROAD CROSSING, 32 FEET NORTHWEST OF THE AK1528'NORTHWEST RAIL, 24 FEET SOUTHWEST OF THE DIRT ROAD, 16 FEET AK1528'SOUTHEAST OF A WIRE-FENCE CORNER, AND 16 FEET SOUTH OF A AK1528'CABBAGE PALM. A STANDARD DISK, STAMPED 78.655 G 17 1933 AND SET AK1528'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. AK1528 AK1528 STATION RECOVERY (1999) AK1528 AK1528'RECOVERY NOTE BY US POWER SQUADRON 1999 AK1528'MARK NOT FOUND. AK1528 AK1528 STATION RECOVERY (2003) AK1528 AK1528'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK1528'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AK1528'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK5372 *********************************************************************** AK5372 DESIGNATION - G 354 AK5372 PID - AK5372 AK5372 STATE/COUNTY- FL/OSCEOLA AK5372 USGS QUAD - INTERCESSION CITY (1985) AK5372 AK5372 *CURRENT SURVEY CONTROL AK5372 ___________________________________________________________________ AK5372* NAD 83(1986)- 28 15 44. (N) 081 30 58. (W) SCALED AK5372* NAVD 88 - 20.377 (meters) 66.85 (feet) ADJUSTED AK5372 ___________________________________________________________________ AK5372 GEOID HEIGHT- -27.61 (meters) GEOID99 AK5372 DYNAMIC HT - 20.347 (meters) 66.76 (feet) COMP AK5372 MODELED GRAV- 979,161.0 (mgal) NAVD 88 AK5372 AK5372 VERT ORDER - FIRST CLASS II AK5372 AK5372.The horizontal coordinates were scaled from a topographic map and have AK5372.an estimated accuracy of +/- 6 seconds. AK5372 AK5372.The orthometric height was determined by differential leveling AK5372.and adjusted by the National Geodetic Survey in June 1991. AK5372 AK5372.The geoid height was determined by GEOID99. AK5372 AK5372.The dynamic height is computed by dividing the NAVD 88 AK5372.geopotential number by the normal gravity value computed on the AK5372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK5372.degrees latitude (g = 980.6199 gals.). AK5372 AK5372.The modeled gravity was interpolated from observed gravity values. AK5372 AK5372; North East Units Estimated Accuracy AK5372;SPC FL E - 435,380. 149,360. MT (+/- 180 meters Scaled) AK5372 AK5372 SUPERSEDED SURVEY CONTROL AK5372 AK5372 NGVD 29 (09/01/92) 20.669 (m) 67.81 (f) ADJUSTED 1 2 AK5372 AK5372.Superseded values are not recommended for survey control. AK5372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK5372.See file dsdata.txt to determine how the superseded data were derived. AK5372 AK5372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM493263(NAD 83) AK5372_MARKER: DB = BENCH MARK DISK AK5372_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK5372_STAMPING: G 354 1978 AK5372_PROJECTION: RECESSED 10 CENTIMETERS AK5372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK5372_ROD/PIPE-DEPTH: 4.88 meters AK5372 AK5372 HISTORY - Date Condition Report By AK5372 HISTORY - 1978 MONUMENTED NGS AK5372 HISTORY - 19990111 GOOD USPSQD AK5372 HISTORY - 20030910 GOOD FL-105 AK5372 AK5372 STATION DESCRIPTION AK5372 AK5372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AK5372'0.55 MI WEST FROM INTERCESSION CITY. AK5372'0.55 MILES WEST ALONG STATE HIGHWAY 17, 92 FROM THE POST OFFICE AK5372'IN INTERCESSION CITY TO THE MARK ON THE RIGHT, 3.5 MILES AK5372'NORTHEAST OF LOUGHMAN, 42.5 FEET NORTH OF CENTERLINE OF HIGHWAY AK5372'19 FEET SOUTHWEST OF A 30 INCH PINE TREE, 2 FEET EAST OF POWER AK5372'POLE NUMBER 6-23790. AK5372'THE MARK IS 2 FT E FROM A WITNESS POST. AK5372'THE MARK IS 3 FT BELOW HIGHWAY. AK5372 AK5372 STATION RECOVERY (1999) AK5372 AK5372'RECOVERY NOTE BY US POWER SQUADRON 1999 AK5372'RECOVERED IN GOOD CONDITION. AK5372 AK5372 STATION RECOVERY (2003) AK5372 AK5372'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK5372'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AK5372'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK7110 *********************************************************************** AK7110 DESIGNATION - K080 AK7110 PID - AK7110 AK7110 STATE/COUNTY- FL/OSCEOLA AK7110 USGS QUAD - INTERCESSION CITY (1985) AK7110 AK7110 *CURRENT SURVEY CONTROL AK7110 ___________________________________________________________________ AK7110* NAD 83(1999)- 28 15 34.85575(N) 081 33 49.42592(W) ADJUSTED AK7110* NAVD 88 - 25.7 (meters) 84. (feet) VERTCON AK7110 ___________________________________________________________________ AK7110 X - 824,821.419 (meters) COMP AK7110 Y - -5,561,316.509 (meters) COMP AK7110 Z - 3,001,883.492 (meters) COMP AK7110 LAPLACE CORR- -2.15 (seconds) DEFLEC99 AK7110 ELLIP HEIGHT- -1.86 (meters) (07/06/01) GPS OBS AK7110 GEOID HEIGHT- -27.52 (meters) GEOID99 AK7110 AK7110 HORZ ORDER - SECOND AK7110 ELLP ORDER - FOURTH CLASS II AK7110 AK7110.The horizontal coordinates were established by GPS observations AK7110.and adjusted by the National Geodetic Survey in July 2001. AK7110 AK7110.The NAVD 88 height was computed by applying the VERTCON shift value to AK7110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AK7110 AK7110.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7110 AK7110.The Laplace correction was computed from DEFLEC99 derived deflections. AK7110 AK7110.The ellipsoidal height was determined by GPS observations AK7110.and is referenced to NAD 83. AK7110 AK7110.The geoid height was determined by GEOID99. AK7110 AK7110; North East Units Scale Converg. AK7110;SPC FL E - 435,114.510 144,686.775 MT 0.99997892 -0 16 00.9 AK7110;SPC FL W - 435,062.835 242,806.788 MT 0.99996378 +0 12 23.6 AK7110;UTM 17 - 3,126,098.033 444,705.648 MT 0.99963773 -0 16 00.9 AK7110 AK7110 SUPERSEDED SURVEY CONTROL AK7110 AK7110 NAD 83(1990)- 28 15 34.85457(N) 081 33 49.42580(W) AD( ) 2 AK7110 ELLIP H (12/04/92) -1.79 (m) GP( ) 3 2 AK7110 NGVD 29 (12/04/92) 26.0 (m) 85. (f) GPS OBS AK7110 AK7110.Superseded values are not recommended for survey control. AK7110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7110.See file dsdata.txt to determine how the superseded data were derived. AK7110 AK7110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4470626098(NAD 83) AK7110_MARKER: I = METAL ROD AK7110_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK7110_STAMPING: K080 1991 AK7110_MARK LOGO: NGS AK7110_PROJECTION: RECESSED 15 CENTIMETERS AK7110_MAGNETIC: N = NO MAGNETIC MATERIAL AK7110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK7110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7110+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003 AK7110_ROD/PIPE-DEPTH: 1.5 meters AK7110 AK7110 HISTORY - Date Condition Report By AK7110 HISTORY - 1991 MONUMENTED KEISCH AK7110 HISTORY - 19930511 GOOD KEISCH AK7110 HISTORY - 19990111 GOOD USPSQD AK7110 HISTORY - 20030910 GOOD FL-105 AK7110 AK7110 STATION DESCRIPTION AK7110 AK7110'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AK7110'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) NORTH NORTHEAST OF AK7110'DAVENPORT IN THE SOUTH RIGHT OF WAY OF S.R. 532 (OSCEOLA-POLK LINE AK7110'ROAD) NEAR THE SOUTHWEST CORNER OF SECTION 31, TOWNSHIP 25 SOUTH, AK7110'RANGE 28 EAST, OSCEOLA COUNTY, FLORIDA. AK7110'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 4 AND U.S 27, AK7110'GO EAST ON INTERSTATE 4 FOR 3.0 MI (4.8 KM) TO THE INTERSECTION OF AK7110'INTERSTATE 4 AND S.R. 532 (OSCEOLA-POLK LINE ROAD). GO EAST ON S.R AK7110'532 FOR 2.6 MI (4.2 KM) TO THE STATION IN THE SOUTH RIGHT OF WAY. THE AK7110'STATION LIES 1 MI (1.6 KM) WEST OF THE INTERSECTION OF S.R. 532 AND AK7110'U.S. 17-92, 520 FT (158.5 M) WEST OF THE ENTRANCE TO THE JUNGLE LAND AK7110'RV, 143 FT (43.6 M) WEST OF A WOOD POWER POLE (NUMBER 6-23574), AND AK7110'90 FT (27.4 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT. ACCESS TO DATUM AK7110'POINT--THE STATION IS RECESSED 0.5 FT (0.2 M) BELOW GROUND INSIDE A AK7110'NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET AK7110'IN A CONCRETE COLLAR. AK7110'REFERENCES-- AK7110'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NO NUMBER), SOUTH AK7110'78 DEGREES WEST AT 92.55 FT (28.21 M). AK7110'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 INCH IRON ROD, NORTH 41 AK7110'DEGREES WEST AT 21.79 FT (6.64 M). AK7110'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 INCH IRON ROD, NORTH 41 AK7110'DEGREES EAST AT 27.47 FT (8.37 M). AK7110'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 6 23574), AK7110'SOUTH 76 DEGREES EAST AT 142.92 FT (43.56 M). AK7110'SET CARSONITE WITNESS POST, SOUTH 1 DEGREE EAST AT 22.28 FT (6.79 M). AK7110 AK7110 STATION RECOVERY (1993) AK7110 AK7110'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1993 AK7110'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) NORTH NORTHEAST OF AK7110'DAVENPORT IN THE SOUTH RIGHT OF WAY OF S.R. 532 (OSCEOLA-POLK LINE AK7110'ROAD) IN SECTION 36, TOWNSHIP 25 SOUTH, RANGE 27 EAST, OSCEOLA AK7110'COUNTY, FLORIDA. AK7110'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 4 AND U.S 27, AK7110'GO EAST ON INTERSTATE 4 FOR 3.0 MI (4.8 KM) TO THE INTERSECTION OF AK7110'INTERSTATE 4 AND S.R. 532 (OSCEOLA-POLK LINE ROAD). GO EAST ON S.R AK7110'532 FOR 2.6 MI (4.2 KM) TO THE STATION IN THE SOUTH RIGHT OF WAY. THE AK7110'STATION LIES 1 MI (1.6 KM) WEST OF THE INTERSECTION OF S.R. 532 AND AK7110'U.S. 17-92, 520 FT (158.5 M) WEST OF THE ENTRANCE TO THE JUNGLE LAND AK7110'RV, 143 FT (43.6 M) WEST OF A WOOD POWER POLE (NUMBER 6-23574), AND AK7110'90 FT (27.4 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT. ACCESS TO DATUM AK7110'POINT--THE STATION IS RECESSED 0.5 FT (0.2 M) BELOW GROUND INSIDE A AK7110'NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET AK7110'IN A CONCRETE COLLAR. AK7110'REFERENCES-- AK7110'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NO NUMBER), SOUTH AK7110'78 DEGREES WEST AT 92.55 FT (28.21 M). AK7110'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 INCH IRON ROD, NORTH 41 AK7110'DEGREES WEST AT 21.79 FT (6.64 M). AK7110'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 INCH IRON ROD, NORTH 41 AK7110'DEGREES EAST AT 27.47 FT (8.37 M). AK7110'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 6 23574), AK7110'SOUTH 76 DEGREES EAST AT 142.92 FT (43.56 M). AK7110'SET CARSONITE WITNESS POST, SOUTH 1 DEGREE EAST AT 22.28 FT (6.79 M). AK7110 AK7110 STATION RECOVERY (1999) AK7110 AK7110'RECOVERY NOTE BY US POWER SQUADRON 1999 AK7110'RECOVERED IN GOOD CONDITION. AK7110 AK7110 STATION RECOVERY (2003) AK7110 AK7110'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK7110'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AK7110'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK7116 *********************************************************************** AK7116 DESIGNATION - K095 AK7116 PID - AK7116 AK7116 STATE/COUNTY- FL/OSCEOLA AK7116 USGS QUAD - LAKE TOHOPEKALIGA (1987) AK7116 AK7116 *CURRENT SURVEY CONTROL AK7116 ___________________________________________________________________ AK7116* NAD 83(1999)- 28 10 23.71702(N) 081 26 58.38139(W) ADJUSTED AK7116* NAVD 88 - 21.2 (meters) 70. (feet) VERTCON AK7116 ___________________________________________________________________ AK7116 X - 836,575.075 (meters) COMP AK7116 Y - -5,564,136.011 (meters) COMP AK7116 Z - 2,993,441.380 (meters) COMP AK7116 LAPLACE CORR- -1.97 (seconds) DEFLEC99 AK7116 ELLIP HEIGHT- -6.45 (meters) (07/06/01) GPS OBS AK7116 GEOID HEIGHT- -27.58 (meters) GEOID99 AK7116 AK7116 HORZ ORDER - SECOND AK7116 ELLP ORDER - FOURTH CLASS II AK7116 AK7116.The horizontal coordinates were established by GPS observations AK7116.and adjusted by the National Geodetic Survey in July 2001. AK7116 AK7116.The NAVD 88 height was computed by applying the VERTCON shift value to AK7116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AK7116 AK7116.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7116 AK7116.The Laplace correction was computed from DEFLEC99 derived deflections. AK7116 AK7116.The ellipsoidal height was determined by GPS observations AK7116.and is referenced to NAD 83. AK7116 AK7116.The geoid height was determined by GEOID99. AK7116 AK7116; North East Units Scale Converg. AK7116;SPC FL E - 425,489.861 155,854.654 MT 0.99996522 -0 12 44.1 AK7116;UTM 17 - 3,116,476.667 455,869.716 MT 0.99962404 -0 12 44.1 AK7116 AK7116: Primary Azimuth Mark Grid Az AK7116:SPC FL E - K096 330 10 06.2 AK7116:UTM 17 - K096 330 10 06.2 AK7116 AK7116|---------------------------------------------------------------------| AK7116| PID Reference Object Distance Geod. Az | AK7116| dddmmss.s | AK7116| AK7117 K096 APPROX. 0.5 KM 3295722.1 | AK7116|---------------------------------------------------------------------| AK7116 AK7116 SUPERSEDED SURVEY CONTROL AK7116 AK7116 NAD 83(1990)- 28 10 23.71604(N) 081 26 58.38133(W) AD( ) 2 AK7116 ELLIP H (12/04/92) -6.38 (m) GP( ) 3 2 AK7116 NGVD 29 (12/04/92) 21.5 (m) 71. (f) GPS OBS AK7116 AK7116.Superseded values are not recommended for survey control. AK7116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7116.See file dsdata.txt to determine how the superseded data were derived. AK7116 AK7116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM5587016477(NAD 83) AK7116_MARKER: I = METAL ROD AK7116_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK7116_STAMPING: K095 AK7116_MARK LOGO: NGS AK7116_PROJECTION: RECESSED 30 CENTIMETERS AK7116_MAGNETIC: N = NO MAGNETIC MATERIAL AK7116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK7116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7116+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2003 AK7116_ROD/PIPE-DEPTH: 14 meters AK7116 AK7116 HISTORY - Date Condition Report By AK7116 HISTORY - 1991 MONUMENTED KEISCH AK7116 HISTORY - 20030911 GOOD FL-105 AK7116 AK7116 STATION DESCRIPTION AK7116 AK7116'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AK7116'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) NORTHEAST OF HAINES CITY AK7116'IN THE EAST RIGHT-OF-WAY OF POINCIANA BLVD. IN SECTION 31, TOWNSHIP AK7116'26 SOUTH, RANGE 29 EAST, 0SCEOLA COUNTY, FLORIDA. AK7116'TO REACH THE STATION FROM THE INTERSECTION OF U.S 17 AND 92 AND C.R. AK7116'580 IN HAINES CITY, GO EAST ON CR 580 FOR 11.5 MI (18.5 KM) TO THE AK7116'INTERSECTION OF C.R. 580 (CYPRESS PKWY) AND POINCIANA PKWY. TURN LEFT AK7116'AND GO NORTH ON POINCIANA PKWY 0.7 MI (1.1 KM) TO THE INTERSECTION OF AK7116'POINCIANA PKWY, PLEASANT HILL ROAD AND POINCIANA BLVD. TURN LEFT AND AK7116'GO NORTHWEST ON POINCIANA BLDV. FOR 1.5 MI (2.4 KM) TO THE STATION IN AK7116'THE EAST RIGHT-OF-WAY. THE STATION LIES 52 FT (15.8 M) EAST OF THE AK7116'EAST EDGE OF PAVEMENT AND 47.7 FT (14.5 M) NORTH OF A POWER POLE AK7116'(NUMBER 6-38391). ACCESS TO DATUM POINT--THE STATION IS RECESSED 1.0 AK7116'FT (0.3 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON 5 AK7116'1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AK7116'REFERENCES-- AK7116'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 6-38391), AK7116'SOUTH 17 DEGREES WEST AT 47.75 FT (14.55 M). AK7116'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 75 AK7116'DEGREES WEST AT 63.38 FT (19.32 M). AK7116'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 IRON ROD, NORTH 15 DEGREES AK7116'WEST AT 35.23 FT (10.74 M). AK7116'KEITH AND SCHNARS NAIL AND DISC, SET IN 14 INCH DIAMETER PINE TREE, AK7116'SOUTH 20 DEGREES EAST AT 64.48 FT (19.65 M). AK7116'SET CARSONITE WITNESS POST, NORTH 62 DEGREES EAST AT 16.95 FT AK7116'(5.17 M). AK7116 AK7116 STATION RECOVERY (2003) AK7116 AK7116'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK7116'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AK7116'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK7117 *********************************************************************** AK7117 DESIGNATION - K096 AK7117 PID - AK7117 AK7117 STATE/COUNTY- FL/OSCEOLA AK7117 USGS QUAD - LAKE TOHOPEKALIGA (1987) AK7117 AK7117 *CURRENT SURVEY CONTROL AK7117 ___________________________________________________________________ AK7117* NAD 83(1999)- 28 10 38.73549(N) 081 27 08.18418(W) ADJUSTED AK7117* NAVD 88 - 20.2 (meters) 66. (feet) VERTCON AK7117 ___________________________________________________________________ AK7117 X - 836,278.061 (meters) COMP AK7117 Y - -5,563,959.027 (meters) COMP AK7117 Z - 2,993,848.457 (meters) COMP AK7117 LAPLACE CORR- -1.98 (seconds) DEFLEC99 AK7117 ELLIP HEIGHT- -7.44 (meters) (07/06/01) GPS OBS AK7117 GEOID HEIGHT- -27.59 (meters) GEOID99 AK7117 AK7117 HORZ ORDER - SECOND AK7117 ELLP ORDER - FOURTH CLASS II AK7117 AK7117.The horizontal coordinates were established by GPS observations AK7117.and adjusted by the National Geodetic Survey in July 2001. AK7117 AK7117.The NAVD 88 height was computed by applying the VERTCON shift value to AK7117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AK7117 AK7117.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7117 AK7117.The Laplace correction was computed from DEFLEC99 derived deflections. AK7117 AK7117.The ellipsoidal height was determined by GPS observations AK7117.and is referenced to NAD 83. AK7117 AK7117.The geoid height was determined by GEOID99. AK7117 AK7117; North East Units Scale Converg. AK7117;SPC FL E - 425,953.164 155,588.979 MT 0.99996551 -0 12 48.8 AK7117;UTM 17 - 3,116,939.812 455,604.132 MT 0.99962433 -0 12 48.8 AK7117 AK7117: Primary Azimuth Mark Grid Az AK7117:SPC FL E - K095 150 10 06.3 AK7117:UTM 17 - K095 150 10 06.3 AK7117 AK7117|---------------------------------------------------------------------| AK7117| PID Reference Object Distance Geod. Az | AK7117| dddmmss.s | AK7117| AK7116 K095 APPROX. 0.5 KM 1495717.5 | AK7117|---------------------------------------------------------------------| AK7117 AK7117 SUPERSEDED SURVEY CONTROL AK7117 AK7117 NAD 83(1990)- 28 10 38.73443(N) 081 27 08.18407(W) AD( ) 2 AK7117 ELLIP H (12/04/92) -7.38 (m) GP( ) 3 2 AK7117 NGVD 29 (12/04/92) 20.5 (m) 67. (f) GPS OBS AK7117 AK7117.Superseded values are not recommended for survey control. AK7117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7117.See file dsdata.txt to determine how the superseded data were derived. AK7117 AK7117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM5560416940(NAD 83) AK7117_MARKER: I = METAL ROD AK7117_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AK7117_STAMPING: K096 1991 AK7117_MARK LOGO: NGS AK7117_PROJECTION: RECESSED 30 CENTIMETERS AK7117_MAGNETIC: N = NO MAGNETIC MATERIAL AK7117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AK7117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7117+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2003 AK7117_ROD/PIPE-DEPTH: 14 meters AK7117 AK7117 HISTORY - Date Condition Report By AK7117 HISTORY - 1991 MONUMENTED KEISCH AK7117 HISTORY - 20030911 GOOD FL-105 AK7117 AK7117 STATION DESCRIPTION AK7117 AK7117'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AK7117'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) NORTHEAST OF HAINES CITY AK7117'IN THE EAST RIGHT-OF-WAY OF POINCIANA BLVD. IN SECTION 31, TOWNSHIP AK7117'26 SOUTH, RANGE 29 EAST, 0SCEOLA COUNTY, FLORIDA. AK7117'TO REACH THE STATION FROM THE INTERSECTION OF U.S 17 AND 92 AND C.R. AK7117'580 IN HAINES CITY, GO EAST ON CR 580 FOR 11.5 MI (18.5 KM) TO THE AK7117'INTERSECTION OF C.R. 580 (CYPRESS PKWY) AND POINCIANA PKWY. TURN LEFT AK7117'AND GO NORTH ON POINCIANA PKWY 0.7 MI (1.1 KM) TO THE INTERSECTION OF AK7117'POINCIANA PKWY, PLEASANT HILL ROAD AND POINCIANA BLVD. TURN LEFT AND AK7117'GO NORTHWEST ON POINCIANA BLVD. FOR 1.8 MI (2.9 KM) TO THE STATION IN AK7117'THE EAST RIGHT-OF-WAY. THE STATION LIES 42 FT (12.8 M) EAST OF THE AK7117'EAST EDGE OF PAVEMENT AND 65 FT (19.8 M) NORTH OF A POWER POLE AK7117'(NUMBER 6-38384). ACCESS TO DATUM POINT--THE STATION IS RECESSED 1.0 AK7117'FT (0.3 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS MOUNTED ON A 5 AK7117'1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AK7117'REFERENCES-- AK7117'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 59 AK7117'DEGREES WEST AT 42.26 FT (12.88 M). AK7117'KEITH AND SCHNARS REFERENCE CAP, SET ON 5/8 INCH IRON ROD, NORTH 3 AK7117'DEGREES WEST AT 34.14 FT (10.41 M). AK7117'KEITH AND SCHNARS NAIL AND DISC, SET IN 13 INCH DIAMETER PINE TREE, AK7117'SOUTH 39 DEGREES EAST AT 55.65 FT (16.96 M). AK7117'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 6-38384), AK7117'SOUTH 11 DEGREES EAST AT 64.48 FT (19.65 M). AK7117'SET CARSONITE WITNESS POST, NORTH 68 DEGREES EAST AT 19.37 FT AK7117'(5.90 M). AK7117 AK7117 STATION RECOVERY (2003) AK7117 AK7117'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK7117'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AK7117'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AH8843 *********************************************************************** AH8843 DESIGNATION - S 65 17 AH8843 PID - AH8843 AH8843 STATE/COUNTY- FL/OSCEOLA AH8843 USGS QUAD - LAKE MARIAN SW (1972) AH8843 AH8843 *CURRENT SURVEY CONTROL AH8843 ___________________________________________________________________ AH8843* NAD 83(1986)- 27 48 12. (N) 081 11 50. (W) SCALED AH8843* NAVD 88 - 18.464 (meters) 60.58 (feet) ADJUSTED AH8843 ___________________________________________________________________ AH8843 GEOID HEIGHT- -26.89 (meters) GEOID99 AH8843 DYNAMIC HT - 18.437 (meters) 60.49 (feet) COMP AH8843 MODELED GRAV- 979,152.5 (mgal) NAVD 88 AH8843 AH8843 VERT ORDER - SECOND CLASS I AH8843 AH8843.The horizontal coordinates were scaled from a topographic map and have AH8843.an estimated accuracy of +/- 6 seconds. AH8843 AH8843.The orthometric height was determined by differential leveling AH8843.and adjusted by the National Geodetic Survey in July 1999. AH8843.No vertical observational check was made to the station. AH8843 AH8843.The geoid height was determined by GEOID99. AH8843 AH8843.The dynamic height is computed by dividing the NAVD 88 AH8843.geopotential number by the normal gravity value computed on the AH8843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8843.degrees latitude (g = 980.6199 gals.). AH8843 AH8843.The modeled gravity was interpolated from observed gravity values. AH8843 AH8843; North East Units Estimated Accuracy AH8843;SPC FL E - 384,430. 180,570. MT (+/- 180 meters Scaled) AH8843 AH8843 SUPERSEDED SURVEY CONTROL AH8843 AH8843.No superseded survey control is available for this station. AH8843 AH8843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML805754(NAD 83) AH8843_MARKER: A = ALUMINUM MARKER AH8843_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AH8843_STAMPING: S 65-17 AH8843_MARK LOGO: SFLWMD AH8843_MAGNETIC: N = NO MAGNETIC MATERIAL AH8843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH8843+STABILITY: SURFACE MOTION AH8843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH8843+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1997 AH8843 AH8843 HISTORY - Date Condition Report By AH8843 HISTORY - 1997 MONUMENTED SFLWMD AH8843 HISTORY - 19970919 GOOD FLDEP AH8843 HISTORY - 20030930 GOOD FL-105 AH8843 AH8843 STATION DESCRIPTION AH8843 AH8843'DESCRIBED BY FL DEPT OF ENV PRO 1997 (MWM) AH8843'THE MARK IS ABOUT 26.8 MI (43.1 KM) EAST-SOUTHEAST OF LAKE WHALES, AH8843'50.9 MI (81.9 KM) NORTH-NORTHWEST OF VERO BEACH IN ESTIMATED SECTION AH8843'11, TOWNSHIP 31 SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM THE AH8843'INTERSECTION OF STATE ROAD 27 UNDERPASS AND STATE ROAD 60 IN LAKE AH8843'WALES, GO EAST-SOUTHEAST ON STATE ROAD 60 FOR 25.7 MI (41.4 KM) TO THE AH8843'JUNCTION ON RIVER RANCH BOULEVARD ON THE RIGHT, CONTINUE EAST ON STATE AH8843'ROAD 60 FOR 1.45 MI (2.33 KM) TO THE JUNCTION OF A PAVED ROAD (ACCESS AH8843'TO SPILLWAY DAM NUMBER S-65) ON THE RIGHT, TURN RIGHT ON THE PAVED AH8843'ROAD AND GO SOUTH THEN WEST FOR 0.2 MI (0.3 KM) TO THE MARK ON THE AH8843'LEFT, AN ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND WITH A LOGO CAP AH8843'FLUSH WITH THE GROUND AND LEVEL WITH THE PAVED ROAD, THE DATUM POINT AH8843'IS RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE LOGO CAP. LOCATED AH8843'88.1 FT (26.9 M) SOUTHWEST OF THE WEST END OF A METAL GUARDRAIL, 79.7 AH8843'FT (24.3 M) EAST-SOUTHEAST OF AN ALUMINUM LIGHTPOLE, 73.5 FT (22.4 M) AH8843'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A BLOCK BUILDING AND 0.7 FT AH8843'(21.3 CM) WEST OF A METAL WITNESS POST. NOTE--DEPTH OF ROD IS UNKNOWN. AH8843'NOTE ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. AH8843 AH8843 STATION RECOVERY (2003) AH8843 AH8843'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AH8843'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AH8843'APPRAISER GIS DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AH8841 *********************************************************************** AH8841 DESIGNATION - S 65 18 AH8841 PID - AH8841 AH8841 STATE/COUNTY- FL/OSCEOLA AH8841 USGS QUAD - LAKE MARIAN SW (1972) AH8841 AH8841 *CURRENT SURVEY CONTROL AH8841 ___________________________________________________________________ AH8841* NAD 83(1986)- 27 48 12. (N) 081 11 55. (W) SCALED AH8841* NAVD 88 - 18.365 (meters) 60.25 (feet) ADJUSTED AH8841 ___________________________________________________________________ AH8841 GEOID HEIGHT- -26.89 (meters) GEOID99 AH8841 DYNAMIC HT - 18.337 (meters) 60.16 (feet) COMP AH8841 MODELED GRAV- 979,152.3 (mgal) NAVD 88 AH8841 AH8841 VERT ORDER - SECOND CLASS I AH8841 AH8841.The horizontal coordinates were scaled from a topographic map and have AH8841.an estimated accuracy of +/- 6 seconds. AH8841 AH8841.The orthometric height was determined by differential leveling AH8841.and adjusted by the National Geodetic Survey in July 1999. AH8841.No vertical observational check was made to the station. AH8841 AH8841.The geoid height was determined by GEOID99. AH8841 AH8841.The dynamic height is computed by dividing the NAVD 88 AH8841.geopotential number by the normal gravity value computed on the AH8841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8841.degrees latitude (g = 980.6199 gals.). AH8841 AH8841.The modeled gravity was interpolated from observed gravity values. AH8841 AH8841; North East Units Estimated Accuracy AH8841;SPC FL E - 384,430. 180,430. MT (+/- 180 meters Scaled) AH8841 AH8841 SUPERSEDED SURVEY CONTROL AH8841 AH8841.No superseded survey control is available for this station. AH8841 AH8841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML804754(NAD 83) AH8841_MARKER: A = ALUMINUM MARKER AH8841_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AH8841_STAMPING: S 65-18 AH8841_MARK LOGO: SFLWMD AH8841_MAGNETIC: N = NO MAGNETIC MATERIAL AH8841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH8841+STABILITY: SURFACE MOTION AH8841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH8841+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1997 AH8841 AH8841 HISTORY - Date Condition Report By AH8841 HISTORY - 1997 MONUMENTED SFLWMD AH8841 HISTORY - 19970919 GOOD FLDEP AH8841 HISTORY - 20030930 MARK NOT FOUND FL-105 AH8841 AH8841 STATION DESCRIPTION AH8841 AH8841'DESCRIBED BY FL DEPT OF ENV PRO 1997 (MWM) AH8841'THE MARK IS ABOUT 26.7 MI (43.0 KM) EAST-SOUTHEAST OF LAKE WHALES, AH8841'51.0 MI (82.1 KM) NORTH-NORTHWEST OF VERO BEACH IN ESTIMATED SECTION AH8841'11, TOWNSHIP 31 SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM THE AH8841'INTERSECTION OF STATE ROAD 27 UNDERPASS AND STATE ROAD 60 IN LAKE AH8841'WALES, GO EAST-SOUTHEAST ON STATE ROAD 60 FOR 25.7 MI (41.4 KM) TO THE AH8841'JUNCTION ON RIVER RANCH BOULEVARD ON THE RIGHT, CONTINUE EAST ON STATE AH8841'ROAD 60 FOR 1.05 MI (1.69 KM) TO THE JUNCTION OF A GRAVEL ROAD ON THE AH8841'RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND GO SOUTH-SOUTHEAST FOR 0.25 AH8841'MI (0.40 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ALLOY ROD DRIVEN AH8841'INTO THE GROUND WITH A LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH AH8841'THE GRAVEL ROAD, THE DATUM POINT IS RECESSED 0.4 FT (12.2 CM) BELOW AH8841'THE LEVEL OF THE LOGO CAP. LOCATED 114.2 FT (34.8 M) WEST-NORTHWEST OF AH8841'THE NORTHWEST CORNER OF A BLOCK BUILDING WITH THE NUMBER S 65 MARKED AH8841'ON THE TOP OF THE SOUTHWEST CORNER, 104.6 FT (31.9 M) WEST OF AN AH8841'ALUMINUM LIGHTPOLE AND 0.7 FT (21.3 CM) EAST OF A METAL WITNESS POST. AH8841'NOTE--DEPTH OF ROD IS UNKNOWN. NOTE ACCESS TO DATUM POINT IS HAD AH8841'THROUGH A 5-INCH LOGO CAP. AH8841 AH8841 STATION RECOVERY (2003) AH8841 AH8841'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AH8841'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AH8841'DEPARTMENT.