1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AK7231 *********************************************************************** AK7231 DESIGNATION - 1015 AK7231 PID - AK7231 AK7231 STATE/COUNTY- FL/ORANGE AK7231 USGS QUAD - WINDERMERE (1980) AK7231 AK7231 *CURRENT SURVEY CONTROL AK7231 ___________________________________________________________________ AK7231* NAD 83(1986)- 28 23 54. (N) 081 31 22. (W) SCALED AK7231* NAVD 88 - 33.746 (meters) 110.72 (feet) ADJUSTED AK7231 ___________________________________________________________________ AK7231 GEOID HEIGHT- -27.59 (meters) GEOID99 AK7231 DYNAMIC HT - 33.697 (meters) 110.55 (feet) COMP AK7231 MODELED GRAV- 979,180.9 (mgal) NAVD 88 AK7231 AK7231 VERT ORDER - SECOND CLASS I AK7231 AK7231.The horizontal coordinates were scaled from a topographic map and have AK7231.an estimated accuracy of +/- 6 seconds. AK7231 AK7231.The orthometric height was determined by differential leveling AK7231.and adjusted by the National Geodetic Survey in December 1995. AK7231 AK7231.The geoid height was determined by GEOID99. AK7231 AK7231.The dynamic height is computed by dividing the NAVD 88 AK7231.geopotential number by the normal gravity value computed on the AK7231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK7231.degrees latitude (g = 980.6199 gals.). AK7231 AK7231.The modeled gravity was interpolated from observed gravity values. AK7231 AK7231; North East Units Estimated Accuracy AK7231;SPC FL E - 450,460. 148,770. MT (+/- 180 meters Scaled) AK7231 AK7231 SUPERSEDED SURVEY CONTROL AK7231 AK7231.No superseded survey control is available for this station. AK7231 AK7231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM487414(NAD 83) AK7231_MARKER: DD = SURVEY DISK AK7231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK7231_STAMPING: 1015 AK7231_MARK LOGO: FL-095 AK7231_MAGNETIC: N = NO MAGNETIC MATERIAL AK7231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK7231+STABILITY: SURFACE MOTION AK7231 AK7231 HISTORY - Date Condition Report By AK7231 HISTORY - UNK MONUMENTED FL-095 AK7231 HISTORY - 19901004 GOOD FL-095 AK7231 HISTORY - 20031003 MARK NOT FOUND FL-105 AK7231 AK7231 STATION DESCRIPTION AK7231 AK7231'DESCRIBED BY ORANGE COUNTY FLORIDA 1990 AK7231'4X4 CONCRETE MONUMENT WITH BRASS ORANGE COUNTY CONTROL DISC, ABOUT 40 AK7231'FT (12.2 M) SOUTH OF CENTER LINE OF SR 535, ABOUT 84 FT (25.6 M) AK7231'EAST-SOUTHEAST OF POWER POLE NUMBER 957418, ABOUT 93 FT (28.3 M) AK7231'WEST-SOUTHWEST OF POWER POLE NUMBER 907670. ALSO SOUTHWEST OF AK7231'INTERSECTION OF SR 535 AND GOLF CART BRIDGE. T23S, R27E, SECTION 13. AK7231'(DESCRIPTION SOURCE--THE ORANGE COUNTY ENGINEERING DEPARTMENT.) AK7231 AK7231 STATION RECOVERY (2003) AK7231 AK7231'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AK7231'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AK7231'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AA6603 *********************************************************************** AA6603 DESIGNATION - L 659 015 AA6603 PID - AA6603 AA6603 STATE/COUNTY- FL/ORANGE AA6603 USGS QUAD - WINDERMERE (1980) AA6603 AA6603 *CURRENT SURVEY CONTROL AA6603 ___________________________________________________________________ AA6603* NAD 83(1986)- 28 26 32. (N) 081 32 49. (W) SCALED AA6603* NAVD 88 - 32.374 (meters) 106.21 (feet) ADJUSTED AA6603 ___________________________________________________________________ AA6603 GEOID HEIGHT- -27.52 (meters) GEOID99 AA6603 DYNAMIC HT - 32.327 (meters) 106.06 (feet) COMP AA6603 MODELED GRAV- 979,188.1 (mgal) NAVD 88 AA6603 AA6603 VERT ORDER - SECOND CLASS I AA6603 AA6603.The horizontal coordinates were scaled from a topographic map and have AA6603.an estimated accuracy of +/- 6 seconds. AA6603 AA6603.The orthometric height was determined by differential leveling AA6603.and adjusted by the National Geodetic Survey in December 1995. AA6603 AA6603.The geoid height was determined by GEOID99. AA6603 AA6603.The dynamic height is computed by dividing the NAVD 88 AA6603.geopotential number by the normal gravity value computed on the AA6603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA6603.degrees latitude (g = 980.6199 gals.). AA6603 AA6603.The modeled gravity was interpolated from observed gravity values. AA6603 AA6603; North East Units Estimated Accuracy AA6603;SPC FL E - 455,340. 146,430. MT (+/- 180 meters Scaled) AA6603 AA6603 SUPERSEDED SURVEY CONTROL AA6603 AA6603.No superseded survey control is available for this station. AA6603 AA6603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM464463(NAD 83) AA6603_MARKER: DD = SURVEY DISK AA6603_SETTING: 31 = CURB RADIUS AA6603_STAMPING: L-659-015 AA6603_MARK LOGO: FL-095 AA6603_MAGNETIC: O = OTHER; SEE DESCRIPTION AA6603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA6603+STABILITY: SURFACE MOTION AA6603 AA6603 HISTORY - Date Condition Report By AA6603 HISTORY - 1990 MONUMENTED FL-095 AA6603 HISTORY - 20031003 MARK NOT FOUND FL-105 AA6603 AA6603 STATION DESCRIPTION AA6603 AA6603'DESCRIBED BY ORANGE COUNTY FLORIDA 1990 (SPL) AA6603'SET 2-INCH BRASS ORANGE COUNTY CONTROL DISK STAMPED (L-659-015) ON SE AA6603'6-INCH CURB RADIUS, 33 FT (10.1 M) SOUTH OF CENTER LINE OF SR 535, 21 AA6603'FT (6.4 M) EAST OF CENTER LINE OF BENOIT AVE, AND 14 FT (4.3 M) NW OF AA6603'POWER POLE NUMBER 802374. IN SECTION 31, TOWNSHIP 23 SOUTH, RANGE 28 AA6603'EAST. SITE SUITABILITY FOR GPS OCCUPATION NOT DETERMINED. AA6603'(DESCRIPTION SOURCE--THE ORANGE COUNTY ENGINEERING DEPARTMENT.) AA6603 AA6603 STATION RECOVERY (2003) AA6603 AA6603'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AA6603'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AA6603'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AA6605 *********************************************************************** AA6605 DESIGNATION - L 659 017 AA6605 PID - AA6605 AA6605 STATE/COUNTY- FL/ORANGE AA6605 USGS QUAD - WINDERMERE (1980) AA6605 AA6605 *CURRENT SURVEY CONTROL AA6605 ___________________________________________________________________ AA6605* NAD 83(1986)- 28 26 10. (N) 081 31 59. (W) SCALED AA6605* NAVD 88 - 30.455 (meters) 99.92 (feet) ADJUSTED AA6605 ___________________________________________________________________ AA6605 GEOID HEIGHT- -27.55 (meters) GEOID99 AA6605 DYNAMIC HT - 30.411 (meters) 99.77 (feet) COMP AA6605 MODELED GRAV- 979,187.3 (mgal) NAVD 88 AA6605 AA6605 VERT ORDER - SECOND CLASS I AA6605 AA6605.The horizontal coordinates were scaled from a topographic map and have AA6605.an estimated accuracy of +/- 6 seconds. AA6605 AA6605.The orthometric height was determined by differential leveling AA6605.and adjusted by the National Geodetic Survey in December 1995. AA6605 AA6605.The geoid height was determined by GEOID99. AA6605 AA6605.The dynamic height is computed by dividing the NAVD 88 AA6605.geopotential number by the normal gravity value computed on the AA6605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA6605.degrees latitude (g = 980.6199 gals.). AA6605 AA6605.The modeled gravity was interpolated from observed gravity values. AA6605 AA6605; North East Units Estimated Accuracy AA6605;SPC FL E - 454,650. 147,780. MT (+/- 180 meters Scaled) AA6605 AA6605 SUPERSEDED SURVEY CONTROL AA6605 AA6605.No superseded survey control is available for this station. AA6605 AA6605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM478456(NAD 83) AA6605_MARKER: DD = SURVEY DISK AA6605_SETTING: 30 = DROP INLET AA6605_STAMPING: L-659-017 AA6605_MARK LOGO: FL-095 AA6605_MAGNETIC: O = OTHER; SEE DESCRIPTION AA6605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA6605 AA6605 HISTORY - Date Condition Report By AA6605 HISTORY - 1990 MONUMENTED FL-095 AA6605 HISTORY - 20031003 MARK NOT FOUND FL-105 AA6605 AA6605 STATION DESCRIPTION AA6605 AA6605'DESCRIBED BY ORANGE COUNTY FLORIDA 1990 (SPL) AA6605'SET 2-INCH BRASS ORANGE COUNTY CONTROL DISK STAMPED (L-659-017) ON AA6605'CENTER LINE (WEST EDGE) OF 4.5-FT X 5.5-FT CONCRETE DROP INLET WITH AA6605'36-INCH REINFORCED CONCRETE CROSS OVER PIPE, 51 FT (15.5 M) EAST OF AA6605'CENTER LINE OF SR 535, AND 38 FT (11.6 M) NE OF TELEPHONE GUY POLE AA6605'NUMBER 72-280. IN SECTION 32, TOWNSHIP 23 SOUTH, RANGE 28 EAST. SITE AA6605'SUITABILITY FOR GPS OCCUPATION NOT DETERMINED. (DESCRIPTION AA6605'SOURCE--THE ORANGE COUNTY ENGINEERING DEPARTMENT.) AA6605 AA6605 STATION RECOVERY (2003) AA6605 AA6605'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AA6605'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AA6605'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AA6606 *********************************************************************** AA6606 DESIGNATION - L 659 018 AA6606 PID - AA6606 AA6606 STATE/COUNTY- FL/ORANGE AA6606 USGS QUAD - WINDERMERE (1980) AA6606 AA6606 *CURRENT SURVEY CONTROL AA6606 ___________________________________________________________________ AA6606* NAD 83(1986)- 28 25 51. (N) 081 31 56. (W) SCALED AA6606* NAVD 88 - 31.328 (meters) 102.78 (feet) ADJUSTED AA6606 ___________________________________________________________________ AA6606 GEOID HEIGHT- -27.55 (meters) GEOID99 AA6606 DYNAMIC HT - 31.283 (meters) 102.63 (feet) COMP AA6606 MODELED GRAV- 979,186.4 (mgal) NAVD 88 AA6606 AA6606 VERT ORDER - SECOND CLASS I AA6606 AA6606.The horizontal coordinates were scaled from a topographic map and have AA6606.an estimated accuracy of +/- 6 seconds. AA6606 AA6606.The orthometric height was determined by differential leveling AA6606.and adjusted by the National Geodetic Survey in December 1995. AA6606 AA6606.The geoid height was determined by GEOID99. AA6606 AA6606.The dynamic height is computed by dividing the NAVD 88 AA6606.geopotential number by the normal gravity value computed on the AA6606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA6606.degrees latitude (g = 980.6199 gals.). AA6606 AA6606.The modeled gravity was interpolated from observed gravity values. AA6606 AA6606; North East Units Estimated Accuracy AA6606;SPC FL E - 454,070. 147,860. MT (+/- 180 meters Scaled) AA6606 AA6606 SUPERSEDED SURVEY CONTROL AA6606 AA6606.No superseded survey control is available for this station. AA6606 AA6606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM478450(NAD 83) AA6606_MARKER: DD = SURVEY DISK AA6606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA6606_STAMPING: L-659-018 AA6606_MARK LOGO: FL-095 AA6606_MAGNETIC: O = OTHER; SEE DESCRIPTION AA6606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA6606+STABILITY: SURFACE MOTION AA6606 AA6606 HISTORY - Date Condition Report By AA6606 HISTORY - 1990 MONUMENTED FL-095 AA6606 HISTORY - 20031003 MARK NOT FOUND FL-105 AA6606 AA6606 STATION DESCRIPTION AA6606 AA6606'DESCRIBED BY ORANGE COUNTY FLORIDA 1990 (SPL) AA6606'SET 2-INCH BRASS ORANGE COUNTY CONTROL DISK IN 1-FT ROUND CONCRETE AA6606'MONUMENT, STAMPED (L-659-018), 25 FT (7.6 M) EAST OF CENTER LINE OF SR AA6606'535, 14 FT (4.3 M) NNW OF TELEPHONE POLE NUMBER 71-280, AND 53 FT AA6606'(16.2 M) SSW OF 40-INCH OAK TREE AT ADDRESS 9477 SR 535. IN SECTION AA6606'5, TOWNSHIP 24 SOUTH, RANGE 28 EAST. SITE SUITABILITY FOR GPS AA6606'OCCUPATION NOT DETERMINED. (DESCRIPTION SOURCE--THE ORANGE COUNTY AA6606'ENGINEERING DEPARTMENT.) AA6606 AA6606 STATION RECOVERY (2003) AA6606 AA6606'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AA6606'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AA6606'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AA6607 *********************************************************************** AA6607 DESIGNATION - L 659 019 AA6607 PID - AA6607 AA6607 STATE/COUNTY- FL/ORANGE AA6607 USGS QUAD - WINDERMERE (1980) AA6607 AA6607 *CURRENT SURVEY CONTROL AA6607 ___________________________________________________________________ AA6607* NAD 83(1986)- 28 25 05. (N) 081 31 58. (W) SCALED AA6607* NAVD 88 - 30.268 (meters) 99.30 (feet) ADJUSTED AA6607 ___________________________________________________________________ AA6607 GEOID HEIGHT- -27.56 (meters) GEOID99 AA6607 DYNAMIC HT - 30.224 (meters) 99.16 (feet) COMP AA6607 MODELED GRAV- 979,184.2 (mgal) NAVD 88 AA6607 AA6607 VERT ORDER - SECOND CLASS I AA6607 AA6607.The horizontal coordinates were scaled from a topographic map and have AA6607.an estimated accuracy of +/- 6 seconds. AA6607 AA6607.The orthometric height was determined by differential leveling AA6607.and adjusted by the National Geodetic Survey in December 1995. AA6607 AA6607.The geoid height was determined by GEOID99. AA6607 AA6607.The dynamic height is computed by dividing the NAVD 88 AA6607.geopotential number by the normal gravity value computed on the AA6607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA6607.degrees latitude (g = 980.6199 gals.). AA6607 AA6607.The modeled gravity was interpolated from observed gravity values. AA6607 AA6607; North East Units Estimated Accuracy AA6607;SPC FL E - 452,650. 147,800. MT (+/- 180 meters Scaled) AA6607 AA6607 SUPERSEDED SURVEY CONTROL AA6607 AA6607.No superseded survey control is available for this station. AA6607 AA6607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM478436(NAD 83) AA6607_MARKER: DD = SURVEY DISK AA6607_SETTING: 31 = DRIVEWAY AA6607_STAMPING: L-659-019 AA6607_MARK LOGO: FL-095 AA6607_MAGNETIC: O = OTHER; SEE DESCRIPTION AA6607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA6607+STABILITY: SURFACE MOTION AA6607 AA6607 HISTORY - Date Condition Report By AA6607 HISTORY - 1990 MONUMENTED FL-095 AA6607 HISTORY - 20031003 MARK NOT FOUND FL-105 AA6607 AA6607 STATION DESCRIPTION AA6607 AA6607'DESCRIBED BY ORANGE COUNTY FLORIDA 1990 (SPL) AA6607'SET 2-INCH BRASS ORANGE COUNTY CONTROL DISK STAMPED (L-659-019) ON AA6607'SOUTH CURVE RADIUS OF CONCRETE DRIVEWAY TO 10106 SR 535 (GRAND AA6607'CYHPRESS), 10 FT (3.0 M) WEST OF CENTER LINE OF SR 535, AND 108 FT AA6607'(32.9 M) SSE OF POWER POLE NUMBER R14CC-42. IN SECTION 8, TOWNSHIP 24 AA6607'SOUTH, RANGE 28 EAST. SITE SUITABILITY FOR GPS OCCUPATION NOT AA6607'DETERMINED. (DESCRIPTION SOURCE--THE ORANGE COUNTY ENGINEERING AA6607'DEPARTMENT.) AA6607 AA6607 STATION RECOVERY (2003) AA6607 AA6607'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AA6607'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AA6607'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AA6608 *********************************************************************** AA6608 DESIGNATION - L 659 020 AA6608 PID - AA6608 AA6608 STATE/COUNTY- FL/ORANGE AA6608 USGS QUAD - WINDERMERE (1980) AA6608 AA6608 *CURRENT SURVEY CONTROL AA6608 ___________________________________________________________________ AA6608* NAD 83(1986)- 28 24 33. (N) 081 31 57. (W) SCALED AA6608* NAVD 88 - 32.008 (meters) 105.01 (feet) ADJUSTED AA6608 ___________________________________________________________________ AA6608 GEOID HEIGHT- -27.57 (meters) GEOID99 AA6608 DYNAMIC HT - 31.961 (meters) 104.86 (feet) COMP AA6608 MODELED GRAV- 979,182.6 (mgal) NAVD 88 AA6608 AA6608 VERT ORDER - SECOND CLASS I AA6608 AA6608.The horizontal coordinates were scaled from a topographic map and have AA6608.an estimated accuracy of +/- 6 seconds. AA6608 AA6608.The orthometric height was determined by differential leveling AA6608.and adjusted by the National Geodetic Survey in December 1995. AA6608 AA6608.The geoid height was determined by GEOID99. AA6608 AA6608.The dynamic height is computed by dividing the NAVD 88 AA6608.geopotential number by the normal gravity value computed on the AA6608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA6608.degrees latitude (g = 980.6199 gals.). AA6608 AA6608.The modeled gravity was interpolated from observed gravity values. AA6608 AA6608; North East Units Estimated Accuracy AA6608;SPC FL E - 451,670. 147,820. MT (+/- 180 meters Scaled) AA6608 AA6608 SUPERSEDED SURVEY CONTROL AA6608 AA6608.No superseded survey control is available for this station. AA6608 AA6608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM478426(NAD 83) AA6608_MARKER: DD = SURVEY DISK AA6608_SETTING: 31 = CURB RADIUS AA6608_STAMPING: L-659-020 AA6608_MARK LOGO: FL-095 AA6608_MAGNETIC: O = OTHER; SEE DESCRIPTION AA6608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA6608+STABILITY: SURFACE MOTION AA6608 AA6608 HISTORY - Date Condition Report By AA6608 HISTORY - 1990 MONUMENTED FL-095 AA6608 HISTORY - 20031003 MARK NOT FOUND FL-105 AA6608 AA6608 STATION DESCRIPTION AA6608 AA6608'DESCRIBED BY ORANGE COUNTY FLORIDA 1990 (SPL) AA6608'SET 2-INCH BRASS ORANGE COUNTY CONTROL DISK STAMPED (L-659-020) ON AA6608'SOUTH CURB RADIUS OF 1-FT RIBBON CURB AT EQUESTRIAN DR, 26 FT (7.9 M) AA6608'EAST OF CENTER LINE OF SR 535, 37 FT (11.3 M) SSW OF POWER POLE NUMBER AA6608'914518, AND 51 FT (15.5 M) SE OF POWER POLE NUMBER 789699. IN SECTION AA6608'8, TOWNSHIP 24 SOUTH, RANGE 28 EAST. SITE SUITABILITY FOR GPS AA6608'OCCUPATION NOT DETERMINED. (DESCRIPTION SOURCE--THE ORANGE COUNTY AA6608'ENGINEERING DEPARTMENT.) AA6608 AA6608 STATION RECOVERY (2003) AA6608 AA6608'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AA6608'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AA6608'DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AA6609 *********************************************************************** AA6609 DESIGNATION - L 659 021 AA6609 PID - AA6609 AA6609 STATE/COUNTY- FL/ORANGE AA6609 USGS QUAD - WINDERMERE (1980) AA6609 AA6609 *CURRENT SURVEY CONTROL AA6609 ___________________________________________________________________ AA6609* NAD 83(1986)- 28 23 56. (N) 081 31 56. (W) SCALED AA6609* NAVD 88 - 31.390 (meters) 102.99 (feet) ADJUSTED AA6609 ___________________________________________________________________ AA6609 GEOID HEIGHT- -27.57 (meters) GEOID99 AA6609 DYNAMIC HT - 31.344 (meters) 102.83 (feet) COMP AA6609 MODELED GRAV- 979,180.9 (mgal) NAVD 88 AA6609 AA6609 VERT ORDER - SECOND CLASS I AA6609 AA6609.The horizontal coordinates were scaled from a topographic map and have AA6609.an estimated accuracy of +/- 6 seconds. AA6609 AA6609.The orthometric height was determined by differential leveling AA6609.and adjusted by the National Geodetic Survey in December 1995. AA6609 AA6609.The geoid height was determined by GEOID99. AA6609 AA6609.The dynamic height is computed by dividing the NAVD 88 AA6609.geopotential number by the normal gravity value computed on the AA6609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA6609.degrees latitude (g = 980.6199 gals.). AA6609 AA6609.The modeled gravity was interpolated from observed gravity values. AA6609 AA6609; North East Units Estimated Accuracy AA6609;SPC FL E - 450,530. 147,850. MT (+/- 180 meters Scaled) AA6609 AA6609 SUPERSEDED SURVEY CONTROL AA6609 AA6609.No superseded survey control is available for this station. AA6609 AA6609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM478415(NAD 83) AA6609_MARKER: DD = SURVEY DISK AA6609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA6609_STAMPING: L-659-021 AA6609_MARK LOGO: FL-095 AA6609_MAGNETIC: O = OTHER; SEE DESCRIPTION AA6609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA6609+STABILITY: SURFACE MOTION AA6609 AA6609 HISTORY - Date Condition Report By AA6609 HISTORY - 1990 MONUMENTED FL-095 AA6609 HISTORY - 20031003 MARK NOT FOUND FL-105 AA6609 AA6609 STATION DESCRIPTION AA6609 AA6609'DESCRIBED BY ORANGE COUNTY FLORIDA 1990 (SPL) AA6609'SET 2-INCH BRASS ORANGE COUNTY CONTROL DISK STAMPED (L-659-021) IN AA6609'1-FT ROUND POURED-IN-PLACE CONCRETE MONUMENT, 84 FT (25.6 M) SOUTH OF AA6609'CENTER LINE OF SR 535, 20 FT (6.1 M) WNW OF POWER POLE NUMBER 957431, AA6609'AND 19 FT (5.8 M) EAST OF CENTER LINE OF ASPHALT DRIVEWAY TO WALT AA6609'DISNEY WORLD GATE NUMBER 15. IN SECTION 17, TOWNSHIP 24 SOUTH, RANGE AA6609'28 EAST. SITE SUITABILITY FOR GPS OCCUPATION NOT DETERMINED. AA6609'(DESCRIPTION SOURCE--THE ORANGE COUNTY ENGINEERING DEPARTMENT.) AA6609 AA6609 STATION RECOVERY (2003) AA6609 AA6609'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY) AA6609'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS AA6609'DEPARTMENT.