1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9859 *********************************************************************** DE9859 DESIGNATION - 1350 20 DE9859 PID - DE9859 DE9859 STATE/COUNTY- FL/ORANGE DE9859 USGS QUAD - BITHLO (1980) DE9859 DE9859 *CURRENT SURVEY CONTROL DE9859 ___________________________________________________________________ DE9859* NAD 83(1986)- 28 33 26. (N) 081 07 07. (W) SCALED DE9859* NAVD 88 - 21.047 (meters) 69.05 (feet) ADJUSTED DE9859 ___________________________________________________________________ DE9859 GEOID HEIGHT- -27.98 (meters) GEOID99 DE9859 DYNAMIC HT - 21.017 (meters) 68.95 (feet) COMP DE9859 MODELED GRAV- 979,205.2 (mgal) NAVD 88 DE9859 DE9859 VERT ORDER - SECOND CLASS I DE9859 DE9859.The horizontal coordinates were scaled from a topographic map and have DE9859.an estimated accuracy of +/- 6 seconds. DE9859 DE9859.The orthometric height was determined by differential leveling DE9859.and adjusted by the National Geodetic Survey in November 2003. DE9859 DE9859.The geoid height was determined by GEOID99. DE9859 DE9859.The dynamic height is computed by dividing the NAVD 88 DE9859.geopotential number by the normal gravity value computed on the DE9859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9859.degrees latitude (g = 980.6199 gals.). DE9859 DE9859.The modeled gravity was interpolated from observed gravity values. DE9859 DE9859; North East Units Estimated Accuracy DE9859;SPC FL E - 467,970. 188,390. MT (+/- 180 meters Scaled) DE9859 DE9859 SUPERSEDED SURVEY CONTROL DE9859 DE9859.No superseded survey control is available for this station. DE9859 DE9859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM883589(NAD 83) DE9859_MARKER: DD = SURVEY DISK DE9859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9859_STAMPING: B.M. 1350-20 DE9859_MARK LOGO: SJRWMD DE9859_MAGNETIC: N = NO MAGNETIC MATERIAL DE9859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9859+STABILITY: SURFACE MOTION DE9859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9859+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9859 DE9859 HISTORY - Date Condition Report By DE9859 HISTORY - 1997 MONUMENTED SJRWMD DE9859 DE9859 STATION DESCRIPTION DE9859 DE9859'DESCRIBED BY ST JOHNS RIVER WATER MGMT DIST 1997 (JLM) DE9859'THE MARK IS IN BITHLO IN SECTION 21, TOWNSHIP 22 SOUTH, RANGE 32 EAST. DE9859'TO REACH THE MARK FROM THE JUNCTION OF STATE ROADS 419 (CHULUOTA ROAD) DE9859'AND 50 (EAST COLONIAL DRIVE) ON THE WEST SIDE OF BITHLO, GO EAST ON DE9859'STATE ROAD 50 FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A DIRT ROAD DE9859'LEADING SOUTH AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND DE9859'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH STATE ROAD 50. DE9859'LOCATED 105.7 FT (32.2 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND DE9859'LANES OF STATE ROAD 50, 20.5 FT (6.2 M) WEST OF THE APPROXIMATE DE9859'CEWNTERLINE OF A DIRT ROAD LEADING SOUTH, 60.0 FT (18.3 M) EAST OF DE9859'FLDOT BM 5088A20, 17.8 FT (5.4 M) NORTHEAST OF THE NORTHEAST CORNER OF DE9859'A 5.0 FT (1.5 M) TALL CHAIN-LINK FENCE AND 0.8 FT (24.4 CM) NORTH OF A DE9859'METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9860 *********************************************************************** DE9860 DESIGNATION - 1401 20 DE9860 PID - DE9860 DE9860 STATE/COUNTY- FL/ORANGE DE9860 USGS QUAD - BITHLO (1980) DE9860 DE9860 *CURRENT SURVEY CONTROL DE9860 ___________________________________________________________________ DE9860* NAD 83(1986)- 28 33 12. (N) 081 06 22. (W) SCALED DE9860* NAVD 88 - 20.063 (meters) 65.82 (feet) ADJUSTED DE9860 ___________________________________________________________________ DE9860 GEOID HEIGHT- -27.99 (meters) GEOID99 DE9860 DYNAMIC HT - 20.034 (meters) 65.73 (feet) COMP DE9860 MODELED GRAV- 979,205.1 (mgal) NAVD 88 DE9860 DE9860 VERT ORDER - SECOND CLASS I DE9860 DE9860.The horizontal coordinates were scaled from a topographic map and have DE9860.an estimated accuracy of +/- 6 seconds. DE9860 DE9860.The orthometric height was determined by differential leveling DE9860.and adjusted by the National Geodetic Survey in November 2003. DE9860 DE9860.The geoid height was determined by GEOID99. DE9860 DE9860.The dynamic height is computed by dividing the NAVD 88 DE9860.geopotential number by the normal gravity value computed on the DE9860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9860.degrees latitude (g = 980.6199 gals.). DE9860 DE9860.The modeled gravity was interpolated from observed gravity values. DE9860 DE9860; North East Units Estimated Accuracy DE9860;SPC FL E - 467,530. 189,620. MT (+/- 180 meters Scaled) DE9860 DE9860 SUPERSEDED SURVEY CONTROL DE9860 DE9860.No superseded survey control is available for this station. DE9860 DE9860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM896585(NAD 83) DE9860_MARKER: DD = SURVEY DISK DE9860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9860_STAMPING: B.M. 1401-20 DE9860_MARK LOGO: SJRWMD DE9860_MAGNETIC: N = NO MAGNETIC MATERIAL DE9860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9860+STABILITY: SURFACE MOTION DE9860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9860+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9860 DE9860 HISTORY - Date Condition Report By DE9860 HISTORY - 1997 MONUMENTED SJRWMD DE9860 DE9860 STATION DESCRIPTION DE9860 DE9860'DESCRIBED BY ST JOHNS RIVER WATER MGMT DIST 1997 (JLM) DE9860'THE MARK IS IN BITHLO IN SECTION 27, TOWNSHIP 22 SOUTH, RANGE 32 EAST. DE9860'TO REACH THE MARK FROM THE JUNCTION OF STATE ROADS 419 (CHULUOTA ROAD) DE9860'AND 50 (EAST COLONIAL DRIVE) ON THE WEST SIDE OF BITHLO, GO EAST ON DE9860'STATE ROAD 50 FOR 1.5 MI (2.4 KM) TO THE JUNCTION OF COUNTY ROAD 13 DE9860'AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT DE9860'FLUSH WITH THE GROUND AND LEVEL WITH COUNTY ROAD 13. LOCATED 150.0 FT DE9860'(45.7 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF STATE ROAD DE9860'50, 64.5 FT (19.7 M) NORTH OF A DRIVEWAY LEADING INTO A TRAIL PARK, DE9860'49.0 FT (14.9 M) WEST OF THE APPROXMITE CENTERLINE OF COUNTY ROAD 13 DE9860'AND 0.8 FT (24.4 CM) EAST OF A METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AK7197 *********************************************************************** AK7197 DESIGNATION - 50 88A 20 AK7197 PID - AK7197 AK7197 STATE/COUNTY- FL/ORANGE AK7197 USGS QUAD - BITHLO (1980) AK7197 AK7197 *CURRENT SURVEY CONTROL AK7197 ___________________________________________________________________ AK7197* NAD 83(1986)- 28 33 28. (N) 081 07 18. (W) SCALED AK7197* NAVD 88 - 20.951 (meters) 68.74 (feet) ADJUSTED AK7197 ___________________________________________________________________ AK7197 GEOID HEIGHT- -27.98 (meters) GEOID99 AK7197 DYNAMIC HT - 20.921 (meters) 68.64 (feet) COMP AK7197 MODELED GRAV- 979,205.2 (mgal) NAVD 88 AK7197 AK7197 VERT ORDER - SECOND CLASS I AK7197 AK7197.The horizontal coordinates were scaled from a topographic map and have AK7197.an estimated accuracy of +/- 6 seconds. AK7197 AK7197.The orthometric height was determined by differential leveling AK7197.and adjusted by the National Geodetic Survey in November 2003. AK7197 AK7197.The geoid height was determined by GEOID99. AK7197 AK7197.The dynamic height is computed by dividing the NAVD 88 AK7197.geopotential number by the normal gravity value computed on the AK7197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK7197.degrees latitude (g = 980.6199 gals.). AK7197 AK7197.The modeled gravity was interpolated from observed gravity values. AK7197 AK7197; North East Units Estimated Accuracy AK7197;SPC FL E - 468,030. 188,100. MT (+/- 180 meters Scaled) AK7197 AK7197 SUPERSEDED SURVEY CONTROL AK7197 AK7197 NAVD 88 (12/21/95) 20.957 (m) 68.76 (f) UNKNOWN 2 1 AK7197 AK7197.Superseded values are not recommended for survey control. AK7197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7197.See file dsdata.txt to determine how the superseded data were derived. AK7197 AK7197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM881589(NAD 83) AK7197_MARKER: DD = SURVEY DISK AK7197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK7197_STAMPING: 50-88A-20 ELEV. 70.21 AK7197_MARK LOGO: FLDT AK7197_MAGNETIC: N = NO MAGNETIC MATERIAL AK7197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK7197+STABILITY: SURFACE MOTION AK7197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7197+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1997 AK7197 AK7197 HISTORY - Date Condition Report By AK7197 HISTORY - UNK MONUMENTED FLDT AK7197 HISTORY - 19900326 GOOD FL-095 AK7197 HISTORY - 19970220 GOOD FLDT AK7197 HISTORY - 19980331 GOOD USPSQD AK7197 AK7197 STATION DESCRIPTION AK7197 AK7197'DESCRIBED BY ORANGE COUNTY FLORIDA 1990 AK7197'5-INCH BY 5-INCH CONCRETE MONUMENT WITH 3-INCH BRASS FLDT DISC ON AK7197'SOUTH SIDE OF HWY 50, ABOUT 100 FT (30.5 M) SOUTH OF THE CENTER LINE AK7197'OF HWY 50, ABOUT 75 FT (22.9 M) WEST OF THE CENTER LINE OF A DIRT AK7197'DRIVEWAY, AND ACROSS THE STREET FROM CHRIS TRUCKSTOP (ADDRESS NO. AK7197'17433). T22S, R32E, SECTION 21. (DESCRIPTION SOURCE--THE ORANGE AK7197'COUNTY ENGINEERING DEPARTMENT.) AK7197 AK7197 STATION RECOVERY (1997) AK7197 AK7197'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1997 (JLM) AK7197'THE MARK IS IN BITHLO IN SECTION 21, TOWNSHIP 22 SOUTH, RANGE 32 EAST. AK7197'TO REACH THE MARK FROM THE JUNCTION OF STATE ROADS 419 (CHULUOTA ROAD) AK7197'AND 50 (EAST COLONIAL DRIVE) ON THE WEST SIDE OF BITHLO, GO EAST ON AK7197'STATE ROAD 50 FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A DIRT ROAD AK7197'LEADING SOUTH AND THE MARK ON THE RIGHT, SET IN THE TOP OF A AK7197'PREFABRICATED CONCRETE POST IMBEDDED IN THE GROUND, RECESSED 0.6 FT AK7197'(18.3 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH STATE ROAD 50. AK7197'LOCATED 101.7 FT (31.0 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND AK7197'LANES OF STATE ROAD 50, 80.0 FT (24.4 M) WEST OF THE APPROXIMATE AK7197'CEWNTERLINE OF A DIRT ROAD LEADING SOUTH, 60.0 FT (18.3 M) WEST OF ST. AK7197'JRWMD BM 1350-20, 55.2 FT (16.8 M) NORTHWEST OF THE NORTHWEST CORNER AK7197'OF A 5.0 FT (1.5 M) TALL CHAIN-LINK FENCE, 18.8 FT (5.7 M) NORTH OF A AK7197'5.0 FT (1.5 M) TALL CHAIN-LINK FENCE AND 2.0 FT (0.6 M) NORTH OF A AK7197'FLDOT WITNESS POST. AK7197 AK7197 STATION RECOVERY (1998) AK7197 AK7197'RECOVERY NOTE BY US POWER SQUADRON 1998 AK7197'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9853 *********************************************************************** DE9853 DESIGNATION - 90.480 R 144 DE9853 PID - DE9853 DE9853 STATE/COUNTY- FL/ORANGE DE9853 USGS QUAD - ORLANDO EAST (1980) DE9853 DE9853 *CURRENT SURVEY CONTROL DE9853 ___________________________________________________________________ DE9853* NAD 83(1986)- 28 30 36. (N) 081 16 15. (W) SCALED DE9853* NAVD 88 - 27.339 (meters) 89.69 (feet) ADJUSTED DE9853 ___________________________________________________________________ DE9853 GEOID HEIGHT- -27.86 (meters) GEOID99 DE9853 DYNAMIC HT - 27.300 (meters) 89.57 (feet) COMP DE9853 MODELED GRAV- 979,196.4 (mgal) NAVD 88 DE9853 DE9853 VERT ORDER - SECOND CLASS I DE9853 DE9853.The horizontal coordinates were scaled from a topographic map and have DE9853.an estimated accuracy of +/- 6 seconds. DE9853 DE9853.The orthometric height was determined by differential leveling DE9853.and adjusted by the National Geodetic Survey in November 2003. DE9853 DE9853.The geoid height was determined by GEOID99. DE9853 DE9853.The dynamic height is computed by dividing the NAVD 88 DE9853.geopotential number by the normal gravity value computed on the DE9853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9853.degrees latitude (g = 980.6199 gals.). DE9853 DE9853.The modeled gravity was interpolated from observed gravity values. DE9853 DE9853; North East Units Estimated Accuracy DE9853;SPC FL E - 462,760. 173,490. MT (+/- 180 meters Scaled) DE9853 DE9853 SUPERSEDED SURVEY CONTROL DE9853 DE9853.No superseded survey control is available for this station. DE9853 DE9853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM734537(NAD 83) DE9853_MARKER: DD = SURVEY DISK DE9853_SETTING: 36 = BRIDGE WINGWALL DE9853_STAMPING: O.C.D. 90.480 R 144 008 DE9853_MARK LOGO: FLDT DE9853_MAGNETIC: N = NO MAGNETIC MATERIAL DE9853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE9853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9853+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9853 DE9853 HISTORY - Date Condition Report By DE9853 HISTORY - 1997 MONUMENTED FLDT DE9853 DE9853 STATION DESCRIPTION DE9853 DE9853'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1997 (JLM) DE9853'THE MARK IS ABOUT 7.3 MI (11.7 KM) EAST OF ORLANDO, 5.0 MI (8.0 KM) DE9853'SOUTHEAST OF WINTER PARK ON CURRY FORD ROAD (COUNTY ROAD 425) AT THE DE9853'NORTHEAST END OF THE BRIDGE OVER AZALEA PARK OUTFALL CANAL IN SECTION DE9853'1, TOWNSHIP 23 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM THE DE9853'INTERSECTION OF SEMORAN BOULEVARD (STATE ROAD 436) AND CURRY FORD ROAD DE9853'(COUNTY ROAD 552) ON THE EAST SIDE OF ORLANDO, GO SOUTHEAST ON CURRY DE9853'FORD ROAD FOR 2.6 MI (4.2 KM) TO THE EAST END OF THE BRIDGE AND THE DE9853'MARK ON THE LEFT, SET IN THE TOP OF THE BRIDGE WING WALL OVER THE DE9853'ABUTMENT 0.3 FT (9.1 CM) ABOVE CURRY FORD ROAD. LOCATED 24.9 FT (7.6 DE9853'M) NORTH OF THE CENTERLINE OF CURRY FORD ROAD, 6.7 FT (2.0 M) WEST OF DE9853'THE EAST END OF THE BRIDGE AND 1.0 FT (0.3 M) NORTH OF A CARSONITE DE9853'WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AK6864 *********************************************************************** AK6864 CBN - This is a Cooperative Base Network Control Station. AK6864 DESIGNATION - APOPKA AK6864 PID - AK6864 AK6864 STATE/COUNTY- FL/ORANGE AK6864 USGS QUAD - APOPKA (1980) AK6864 AK6864 *CURRENT SURVEY CONTROL AK6864 ___________________________________________________________________ AK6864* NAD 83(1999)- 28 40 38.94258(N) 081 31 08.69059(W) ADJUSTED AK6864* NAVD 88 - 47.032 (meters) 154.30 (feet) ADJUSTED AK6864 ___________________________________________________________________ AK6864 X - 825,902.524 (meters) COMP AK6864 Y - -5,538,860.101 (meters) COMP AK6864 Z - 3,042,598.288 (meters) COMP AK6864 LAPLACE CORR- -1.42 (seconds) DEFLEC99 AK6864 ELLIP HEIGHT- 19.52 (meters) (05/31/01) GPS OBS AK6864 GEOID HEIGHT- -27.51 (meters) GEOID99 AK6864 DYNAMIC HT - 46.965 (meters) 154.08 (feet) COMP AK6864 MODELED GRAV- 979,223.9 (mgal) NAVD 88 AK6864 AK6864 HORZ ORDER - B AK6864 VERT ORDER - SECOND CLASS I AK6864 ELLP ORDER - FIFTH CLASS I AK6864 AK6864.The horizontal coordinates were established by GPS observations AK6864.and adjusted by the National Geodetic Survey in May 2001. AK6864 AK6864.The orthometric height was determined by differential leveling AK6864.and adjusted by the National Geodetic Survey in November 2003. AK6864 AK6864.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK6864 AK6864.The Laplace correction was computed from DEFLEC99 derived deflections. AK6864 AK6864.The ellipsoidal height was determined by GPS observations AK6864.and is referenced to NAD 83. AK6864 AK6864.The geoid height was determined by GEOID99. AK6864 AK6864.The dynamic height is computed by dividing the NAVD 88 AK6864.geopotential number by the normal gravity value computed on the AK6864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK6864.degrees latitude (g = 980.6199 gals.). AK6864 AK6864.The modeled gravity was interpolated from observed gravity values. AK6864 AK6864; North East Units Scale Converg. AK6864;SPC FL E - 481,396.982 149,267.745 MT 0.99997293 -0 14 56.8 AK6864;SPC FL W - 481,381.363 247,002.505 MT 0.99996843 +0 13 50.8 AK6864;UTM 17 - 3,172,364.713 449,285.055 MT 0.99963174 -0 14 56.8 AK6864 AK6864: Primary Azimuth Mark Grid Az AK6864:SPC FL E - APOPKA AZ MK 311 33 10.9 AK6864:SPC FL W - APOPKA AZ MK 311 04 23.3 AK6864:UTM 17 - APOPKA AZ MK 311 33 10.9 AK6864 AK6864|---------------------------------------------------------------------| AK6864| PID Reference Object Distance Geod. Az | AK6864| dddmmss.s | AK6864| CW6710 APOPKA RM 1 31.693 METERS 06005 | AK6864| CW6709 APOPKA AZ MK 3111814.1 | AK6864| CW6711 APOPKA RM 2 32.355 METERS 31327 | AK6864|---------------------------------------------------------------------| AK6864 AK6864 SUPERSEDED SURVEY CONTROL AK6864 AK6864 NAD 83(1990)- 28 40 38.94150(N) 081 31 08.69003(W) AD( ) B AK6864 ELLIP H (09/13/90) 19.55 (m) GP( ) 4 1 AK6864 NAD 83(1986)- 28 40 38.94645(N) 081 31 08.70629(W) AD( ) 1 AK6864 NAD 27 - 28 40 37.95800(N) 081 31 09.44200(W) AD( ) 1 AK6864 NAVD 88 (12/21/95) 47.035 (m) 154.31 (f) UNKNOWN 2 1 AK6864 NGVD 29 (06/24/93) 47.34 (m) 155.3 (f) LEVELING 3 AK6864 AK6864.Superseded values are not recommended for survey control. AK6864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK6864.See file dsdata.txt to determine how the superseded data were derived. AK6864 AK6864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4928572365(NAD 83) AK6864_MARKER: DS = TRIANGULATION STATION DISK AK6864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK6864_STAMPING: APOPKA 1935 AK6864_MARK LOGO: CGS AK6864_MAGNETIC: N = NO MAGNETIC MATERIAL AK6864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK6864+STABILITY: SURFACE MOTION AK6864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK6864+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1997 AK6864 AK6864 HISTORY - Date Condition Report By AK6864 HISTORY - 1935 MONUMENTED CGS AK6864 HISTORY - 1935 GOOD CGS AK6864 HISTORY - 1936 GOOD CGS AK6864 HISTORY - 1936 GOOD CGS AK6864 HISTORY - 1957 GOOD CGS AK6864 HISTORY - 1961 GOOD CGS AK6864 HISTORY - 1977 GOOD NGS AK6864 HISTORY - 1986 GOOD USPSQD AK6864 HISTORY - 19881215 GOOD NGS AK6864 HISTORY - 19890301 GOOD FL-095 AK6864 HISTORY - 19900309 GOOD STEINA AK6864 HISTORY - 19910402 GOOD HEIDT AK6864 HISTORY - 19940213 GOOD NGS AK6864 HISTORY - 19970405 GOOD FLDEP AK6864 AK6864 STATION DESCRIPTION AK6864 AK6864'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB) AK6864'THE STATION IS LOCATED 0.8 MILE NW OF APOPKA ON SW SIDE OF THE AK6864'U.S. HIGHWAY 441, AND IS IN OPEN CUT OVER TIMBERLAND, 14 PACES AK6864'SW OF CENTER LINE OF HIGHWAY, 9 PACES NNW OF 10-INCH PINE TREE, AK6864'WITH TRIANGULAR BLAZE. THE MARK PROJECTS ABOUT 4 INCHES. AK6864' AK6864'THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AK6864'STANDARD BRONZE DISKS SET IN CONCRETE. AK6864' AK6864'REFERENCE MARK NO.1 IS 103.98 FEET E OF STATION, 11 PACES E AK6864'OF CENTER LINE OF ROAD, 8 PACES S OF 14-INCH PINE TREE. AK6864' AK6864'REFERENCE MARK NO.2 IS 106.15 FEET NW OF STATION, 12 PACES AK6864'W OF CENTER LINE OF ROAD. AK6864' AK6864'AZIMUTH MARK IS 0.3 MILE NW OF STATION, 15 PACES E OF CENTER AK6864'LINE OF HIGHWAY 441, 15 PACES S OF DIXIE SERVICE STATION. AK6864' AK6864'REFERENCE AND AZIMUTH MARKS PROJECT 6 INCHES. AK6864' AK6864'TO REACH THE STATION FROM CLEREMONT, TAKE HIGHWAY 22 AND FOLLOW AK6864'THIS TO OCOEE, FLORIDA. HERE TURN LEFT ON HARD SURFACE ROAD AK6864'AND CONTINUE ON THIS ROAD TO APOPKA AND INTERSECTION OF U.S. AK6864'HIGHWAY 441. TURN NW (LEFT) ON 441 AND GO 0.8 MILE TO STATION. AK6864 AK6864 STATION RECOVERY (1935) AK6864 AK6864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 AK6864'RECOVERED IN GOOD CONDITION. AK6864 AK6864 STATION RECOVERY (1936) AK6864 AK6864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JSB) AK6864'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED AS DESCRIBED, AND AK6864'FOUND TO BE IN GOOD CONDITION. AK6864' AK6864'THE STATION MARK IS 9 PACES BEARING 320 DEG (MAG.) FROM A AK6864'TRIANGLE BLAZE ON A 10-INCH PINE TREE. AK6864' AK6864'REFERENCE MARK NO.1 IS 103.98 FEET, BEARING 59 DEG (MAG.). AK6864' AK6864'REFERENCE MARK NO.2 IS 106.15 FEET DISTANCE, BEARING 313 DEG AK6864'(MAG.). AK6864' AK6864'TO REACH, GO TO APOPKA SCHOOLHOUSE ON U.S. HIGHWAY 441. HERE AK6864'GO NW ON U.S. HIGHWAY 441 FOR 0.8 MILE TO STATION ON SW SIDE AK6864'OF HIGHWAY. AK6864' AK6864'ALL LIGHTS COME INTO VIEW AT 50 FEET. AK6864' AK6864'HEIGHT OF LIGHT ABOVE STATION MARK 101 FEET. AK6864 AK6864 STATION RECOVERY (1936) AK6864 AK6864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (RLP) AK6864'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED AS DESCRIBED AND AK6864'FOUND IN GOOD CONDITION. AK6864' AK6864'AT APOPKA-- AK6864' AK6864'A LIGHT 101 FEET ABOVE GOTHA IS VISIBLE AT 50 FEET ABOVE AK6864'THE GROUND. AK6864' AK6864'A LIGHT 114 FEET ABOVE ORLANDO ECC IS VISIBLE AT 50 FEET AK6864'ABOVE THE GROUND. AK6864' AK6864'A LIGHT 114 FEET ABOVE MAIT IS VISIBLE AT 45 FEET ABOVE AK6864'THE GROUND. AK6864 AK6864 STATION RECOVERY (1957) AK6864 AK6864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JEW) AK6864'THE STATION WAS VISITED IN AUGUST, 1957. THE STATION AND AZIMUTH AK6864'MARK WERE FOUND IN GOOD CONDITION. REFERENCE MARKS 1 AND 2 AK6864'WERE SEARCHED FOR ABOUT FOUR HOURS. THEY HAVE PROBABLY BEEN AK6864'DESTROYED ALTHOUGH THEY MAY ONLY BE COVERED. CONSIDERABLE AK6864'DIGGING AND PROBING WAS DONE THROUGHOUT THE AREA. REFERENCE AK6864'MARKS 3 AND 4 WERE SET. AK6864' AK6864'THE STATION IS LOCATED ABOUT 0.7 MI. NW OF THE POST OFFICE AT AK6864'APOPKA, 13.2 FT. SW OF THE SW RIGHT-OF-WAY LINE OF NEW U.S. AK6864'HIGHWAY 441, AT HIGHWAY STATION 672 + 27 AND 29 FT. N OF A AK6864'15-IN. PINE TREE. A TRIANGULATION-STATION DISK, STAMPED AK6864'APOPKA 1935, IN THE TOP OF A ROUND CONCRETE POST PROJECTING AK6864'0.4 FT. ABOVE THE GROUND. AK6864' AK6864'REFERENCE MARK 3 IS 31.69 FT. SE OF THE STATION, 8 FT. E OF AK6864'A 15-IN. PINE TREE AND 13.4 FT. SW OF THE SW RIGHT-OF-WAY LINE AK6864'OF THE NEW HIGHWAY AT HIGHWAY STATION 671 + 96. A REFERENCE-MARK AK6864'DISK, STAMPED APOPKA NO 3 1935, IN THE TOP OF A SQUARE CONCRETE AK6864'POST PROJECTING 0.5 FT. ABOVE THE GROUND. AK6864' AK6864'REFERENCE MARK 4 IS 35.26 FT. NW OF THE STATION, 12.5 FT. SW AK6864'OF THE SW RIGHT-OF-WAY LINE OF THE NEW HIGHWAY, AT HIGHWAY AK6864'STATION 672 + 62. A REFERENCE-MARK DISK STAMPED APOPKA NO 4 AK6864'1935, IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 0.5 FT. AK6864'ABOVE THE GROUND. AK6864' AK6864'THE AZIMUTH MARK IS 0.3 MI. NW OF THE STATION, 54 FT. SE OF THE AK6864'SW CORNER OF A TWO-STORY VACANT FRAMEHOUSE WHICH WAS THE DIXIE AK6864'SERVICE STATION REFERRED TO IN THE ORIGINAL DESCRIPTION, 104 FT. AK6864'SE OF THE CENTERLINE OF A DIRT DRIVEWAY LEADING NE AND 44 FT. NE AK6864'OF THE CENTERLINE OF THE PRESENT HIGHWAY. A REFERENCE-MARK AK6864'DISK, STAMPED APOPKA AZ MK 1935, IN THE TOP OF A ROUND CONCRETE AK6864'POST PROJECTING 0.6 FT. ABOVE THE GROUND. THE FLORIDA PUBLIC AK6864'SERVICE TANK OBSERVED ON IN 1935, IS NOW OWNED BY THE CITY AK6864'OF APOPKA. TO REACH THE STATION FROM THE POST OFFICE AT AK6864'APOPKA, GO 1 BLOCK N ALONG SOUTH PARK AVENUE TO THE AK6864'INTERSECTION WITH U.S. HIGHWAY 441, TURN LEFT ON U.S. AK6864'HIGHWAY 441 AND PROCEED 0.65 MI. NW TO THE APOPKA COURT AK6864'MOTEL ON THE RIGHT AND THE STATION ON THE LEFT, CONTINUE AK6864'NW FOR 0.3 MI. ALONG U.S. HIGHWAY 441 TO THE AZIMUTH MARK ON AK6864'THE RIGHT. AK6864 AK6864 STATION RECOVERY (1961) AK6864 AK6864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VRS) AK6864'THIS STATION WAS RECOVERED IN JANUARY 1961. THE STATION WAS AK6864'FOUND IN GOOD CONDITION. R.M. 4 WAS FOUND DESTROYED. THE TOP AK6864'PART OF THE POST WAS BROKEN OFF. THE DISK WAS NOT RECOVERED. AK6864'R.M.3 WAS SEARCHED FOR BUT NOT RECOVERED. IT WAS PROBABLY AK6864'DESTROYED WHEN A SERVICE STATION DRIVEWAY WAS PUT IN. R.M. 5 AK6864'AND R.M. 6 WERE WERE SET. THE AZIMUTH MARK WAS SEARCHED FOR BUT AK6864'NOT RECOVERED. THE STATION IS LOCATED 0.65 MILE AK6864'NORTHWEST OF THE POST OFFICE AT APOPKA, SOUTHWEST OF AND AK6864'ACROSS WEST MAIN STREET FROM THE APOPKA MOTEL, 109 FT. AK6864'NORTHWEST OF THE NORTHWEST SIDE OF SHAMROCK OIL COMPANY SERVICE AK6864'STATION, 19 FT. SOUTHWEST OF THE SOUTHWEST CURB OF WEST MAIN AK6864'STREET (U.S. HIGHWAY 441) 16 FT. NORTHWEST OF A WHITE BOARD AK6864'FENCE, 22.5 FT. WEST OF POWER POLE R 18 CC 4193, 1.2 FT. AK6864'SOUTHWEST OF A STEEL WITNESS POST A TRIANGULATION AK6864'STATION DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH AK6864'PROJECTS 0.3 FT. ABOVE THE GROUND, STAMPED APOPKA NO 5 1935. AK6864' AK6864'R.M. 5 IS 56.715 FT. OR 17.297 METERS SOUTHWEST OF THE STATION, AK6864'74 FT. SOUTHWEST OF THE SOUTHEAST CURB OF WEST MAIN STREET, 53 FT. AK6864'NORTHEAST OF A FENCE CORNER, 1.4 FT. NORTHWEST OF A WHITE BOARD AK6864'FENCE, 0.9 FT. SOUTHEAST OF A STEEL WITNESS POST, A REFERENCE AK6864'MARK DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS AK6864'0.1 FT. ABOVE THE GROUND, STAMPED APOPKA NO 5 1935. AK6864' AK6864'R.M. 6 IS 65.067 FT. OR 19.833 METERS NORTHWEST OF THE AK6864'STATION, 78.5 FT. NORTHWEST OF POWER POLE R 18 CC 4193, 1.1 FT. AK6864'SOUTHWEST OF THE SOUTHWEST CURB OF WEST MAIN STREET, 0.7 AK6864'FT. SOUTHEAST OF A STEEL WITNESS POST, A REFERENCE MARK DISK SET AK6864'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH AK6864'THE GROUND, STAMPED APOPKA NO 6 1935. AK6864' AK6864'TO REACH FROM THE POST OFFICE AT APOPKA GO 1 BLOCK NORTH AK6864'ALONG SOUTH PARK AVENUE TO AN INTERSECTION WITH WEST MAIN AK6864'STREET (U.S. HIGHWAY 441), TURN LEFT AND GO 0.65 MILE NORTHWEST AK6864'ALONG WEST MAIN STREET TO THE APOPKA MOTEL ON THE RIGHT AND THE AK6864'STATION ON THE LEFT. AK6864 AK6864 STATION RECOVERY (1977) AK6864 AK6864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC) AK6864'THE STATION MARK, REFERENCE MARKS 5 AND 6 WERE RECOVERED AND AK6864'FOUND IN GOOD CONDITION. THE DIRECTIONS AND MEASUREMENTS AK6864'TO THE REFERENCE MARKS CHECKED WITH THE 1961 DATA. NO NEW AK6864'MARKS WERE SET AT THIS TIME. AK6864' AK6864'DUE TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS. AK6864' AK6864'THE STATION IS LOCATED IN THE NORTHWEST EDGE OF APOPKA, ON AK6864'THE SOUTHWEST SIDE OF U.S. HIGHWAY 441, IN THE NW 1/4 OF AK6864'SEC. 9, T.21S., R.28E. AND ON PROPERTY OWNED BY MRS. AK6864'C.A. USTLER, 107 CENTRAL AVENUE, APOPKA, FLORIDA. AK6864' AK6864'TO REACH THE STATION FROM THE POST OFFICE IN APOPKA, GO AK6864'NORTHWEST OF U.S. HIGHWAY 441, MAIN STREET, FOR 1 MILE TO AK6864'THE STATION ON THE LEFT, JUST NORTHWEST OF A SHAMROCK OIL AK6864'COMPANY SERVICE STATION. AK6864' AK6864'STATION MARKS, STAMPED---APOPKA 1935---,ARE STANDARD DISKS AK6864'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH SQUARE AK6864'CONCRETE POST THAT IS 3 INCHES ABOVE THE GROUND SURFACE. THE AK6864'UNDERGROUND MARK IS DESCRIBED AS NOTE 7A IN THE 1935 AK6864'DESCRIPTION. THEY ARE 52.5 FEET SOUTHWEST OF THE CENTER OF AK6864'U.S. HIGHWAY 441, 23.5 FEET WEST OF POWER LINE POLE NUMBER AK6864'R18CC-4193, 22 FEET NORTHWEST OF A SHAMROCK SERVICE STATION AK6864'SIGN, 16.5 FEET NORTHWEST OF A BOARD FENCE AND 1.3 FEET AK6864'SOUTH OF A METAL WITNESS POST. AK6864' AK6864'REFERENCE MARK 5, STAMPED---APOPKA NO 5 1935---, IS A AK6864'STANDARD DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE AK6864'POST THAT IS 1 INCH ABOVE THE GROUND SURFACE. IT IS 107.5 AK6864'FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 441, 72 FEET AK6864'SOUTHWEST OF POWER LINE POLE NUMBER R18CC-4193, 1.3 FEET AK6864'EAST OF A METAL WITNESS POST AND 1 FOOT NORTHWEST OF A AK6864'BOARD FENCE. AK6864' AK6864'REFERENCE MARK 6, STAMPED---APOPKA NO 6 1935---, IS A STANDARD AK6864'DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST THAT IS AK6864'3 INCHES BELOW THE GROUND SURFACE. IT IS 79 FEET NORTHWEST AK6864'OF POWER LINE POLE NUMBER R18CC-4193, 34.5 FEET SOUTHWEST AK6864'OF THE CENTER OF U.S. HIGHWAY 441 AND 1 FOOT SOUTHWEST OF AK6864'THE EDGE OF A CURB. AK6864' AK6864'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 25.1 METERS. AK6864 AK6864 STATION RECOVERY (1986) AK6864 AK6864'RECOVERY NOTE BY US POWER SQUADRON 1986 (JD) AK6864'RECOVERED IN GOOD CONDITION. AK6864 AK6864 STATION RECOVERY (1988) AK6864 AK6864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 AK6864'THE STATION IS LOCATED IN APOPKA, ON THE SOUTH SIDE OF U.S. HIGHWAY AK6864'441, IN SECTION 9, T 21 S, R 28 E. AK6864'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 435 AND U.S. AK6864'HIGHWAY 441 IN APOPKA, GO NORTHWESTERLY FOR 0.89 KM (0.55 MI) ON AK6864'HIGHWAY 441 TO A PHILLIPS 66 GAS STATION AND THE STATION ON LEFT. AK6864'THE STATION PROJECTS 46 CM ABOVE GROUND. LOCATED 6.71 M (22.0 FT) AK6864'NORTHWEST FROM THE SOUTHWEST LEG OF THE PHILLIPS 66 SIGN, 6.31 M AK6864'(20.7 FT) WEST FROM UTILITY POLE NUMBER 927734, 3.08 M (10.1 FT) AK6864'SOUTHWEST FROM THE SOUTH CURB OF HIGHWAY 441, 0.40 M (1.3 FT) AK6864'EAST-NORTHEAST FROM A CARSONITE WITNESS POST AND 0.30 M (1.0 FT) AK6864'NORTHEAST FROM A METAL WITNESS POST. AK6864'DESCRIBED BY R.L. MALLOY. AK6864 AK6864 STATION RECOVERY (1989) AK6864 AK6864'RECOVERY NOTE BY ORANGE COUNTY FLORIDA 1989 AK6864'RECOVERED IN GOOD CONDITION. AK6864 AK6864 STATION RECOVERY (1990) AK6864 AK6864'RECOVERY NOTE BY STEINMAN AND ASSOCIATES 1990 AK6864'RECOVERED IN GOOD CONDITION AS DESCRIBED IN PART II OF THE RECOVERY AK6864'NOTES FROM FLORIDA HIGH PRECISION NETWORK NGS PROJECT NUMBER- AK6864'GPS-170. AK6864 AK6864 STATION RECOVERY (1991) AK6864 AK6864'RECOVERY NOTE BY HEIDT AND ASSOCIATES INCORPORATED 1991 AK6864'RECOVERED IN GOOD CONDITION. AK6864 AK6864 STATION RECOVERY (1994) AK6864 AK6864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RLT) AK6864'THE STATION IS ON THE NORTHWEST SIDE OF APOPKA ON THE NORTHWEST SIDE AK6864'OF A FINA GAS STATION, NEAR THE INTERSECTION OF U.S. HIGHWAY 441 AK6864'(MAIN STREET OR ORANGE BLOSSOM TRAIL) AND MARSHALL LAKE ROAD IN AK6864'SECTION 9, TOWNSHIP 21 SOUTH, RANGE 28 EAST. TO REACH THE STATION AK6864'FROM CITY HALL IN APOPKA ON U.S HIGHWAY 441 (MAIN STREET OR ORANGE AK6864'BLOSSOM TRAIL) , GO NORTHWESTERLY ON U.S. HIGHWAY 441 (MAIN STREET OR AK6864'ORANGE BLOSSOM TRAIL) FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF AK6864'COUNTY ROAD 435 (PARK AVENUE) , CONTINUE NORTHWESTERLY ON U.S. HIGHWAY AK6864'441 (MAIN STREET OR ORANGE BLOSSOM TRAIL) FOR 0.60 MI (0.97 KM) TO THE AK6864'JUNCTION OF MARSHALL LAKE ROAD ON THE RIGHT, CONTINIUE NORTHWESTERLY AK6864'ON U.S. HIGHWAY 441 (MAIN STRRET OR ORANGE BLOSSOM TRAIL) FOR 0.10 MI AK6864'(0.16 KM) TO THE STATION ON THE LEFT SET IN THE TOP OF A SQUARE AK6864'CONCRETE MONUMENT PROJECTING 0.4 FT (12.2 CM) ABOVE THE LEVEL OF THE AK6864'GROUND AND 0.9 FT (27.4 CM) ABOVE THE LEVEL OF THE U.S. HIGHWAY 441 AK6864'(MAIN STREET OR ORANGE BLOSSOM TRAIL) . LOCATED 65.2 FT (19.9 M) AK6864'SOUTHEAST OF APOPKA NO 6, 56.7 FT (17.3 M) NORTHEAST OF APOPKA NO 5, AK6864'26.9 FT (8.2 M) NORTHWEST OF THE NORTHERNMOST LEG OF A FINA SIGN, 20.1 AK6864'FT (6.1 M) WEST OF A POWER POLE NUMBER 927734, 19.6 FT (6.0 M) AK6864'SOUTHWEST OF THE SOUTH CURB FOR U.S. HIGHWAY 441 (MAIN STREET OR AK6864'ORANGE BLOSSOM TRAIL) , 1.2 FT (0.4 M) EAST-NORTHEAST OF A CARSONITE AK6864'WITNESS POST AND 1.2 FT (0.4 M) NORTHEAST OF A METAL WITNESS POST. AK6864 AK6864 STATION RECOVERY (1997) AK6864 AK6864'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (JLM) AK6864'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AB3489 *********************************************************************** AB3489 DESIGNATION - APOPKA RM 6 AB3489 PID - AB3489 AB3489 STATE/COUNTY- FL/ORANGE AB3489 USGS QUAD - APOPKA (1980) AB3489 AB3489 *CURRENT SURVEY CONTROL AB3489 ___________________________________________________________________ AB3489* NAD 83(1986)- 28 40 39. (N) 081 31 07. (W) SCALED AB3489* NAVD 88 - 46.726 (meters) 153.30 (feet) ADJUSTED AB3489 ___________________________________________________________________ AB3489 GEOID HEIGHT- -27.51 (meters) GEOID99 AB3489 DYNAMIC HT - 46.660 (meters) 153.08 (feet) COMP AB3489 MODELED GRAV- 979,223.9 (mgal) NAVD 88 AB3489 AB3489 VERT ORDER - SECOND CLASS I AB3489 AB3489.The horizontal coordinates were scaled from a topographic map and have AB3489.an estimated accuracy of +/- 6 seconds. AB3489 AB3489.The orthometric height was determined by differential leveling AB3489.and adjusted by the National Geodetic Survey in November 2003. AB3489 AB3489.The geoid height was determined by GEOID99. AB3489 AB3489.The dynamic height is computed by dividing the NAVD 88 AB3489.geopotential number by the normal gravity value computed on the AB3489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB3489.degrees latitude (g = 980.6199 gals.). AB3489 AB3489.The modeled gravity was interpolated from observed gravity values. AB3489 AB3489; North East Units Estimated Accuracy AB3489;SPC FL E - 481,400. 149,310. MT (+/- 180 meters Scaled) AB3489 AB3489 SUPERSEDED SURVEY CONTROL AB3489 AB3489 NAVD 88 (09/23/96) 46.728 (m) 153.31 (f) UNKNOWN 2 1 AB3489 AB3489.Superseded values are not recommended for survey control. AB3489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB3489.See file dsdata.txt to determine how the superseded data were derived. AB3489 AB3489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM493723(NAD 83) AB3489_MARKER: DR = REFERENCE MARK DISK AB3489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB3489_STAMPING: APOPKA NO 6 1935 AB3489_MARK LOGO: CGS AB3489_MAGNETIC: N = NO MAGNETIC MATERIAL AB3489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB3489+STABILITY: SURFACE MOTION AB3489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB3489+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1997 AB3489 AB3489 HISTORY - Date Condition Report By AB3489 HISTORY - 1961 MONUMENTED CGS AB3489 HISTORY - 1986 GOOD USPSQD AB3489 HISTORY - 19940213 GOOD NGS AB3489 HISTORY - 19970405 GOOD FLDEP AB3489 AB3489 STATION DESCRIPTION AB3489 AB3489'DESCRIBED BY US POWER SQUADRON 1986 (JD) AB3489'RECOVERED IN GOOD CONDITION. AB3489 AB3489 STATION RECOVERY (1994) AB3489 AB3489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RLT) AB3489'THE STATION IS ON THE NORTHWEST SIDE OF APOPKA ON THE NORTHWEST SIDE AB3489'OF A FINA GAS STATION, NEAR THE INTERSECTION OF U.S. HIGHWAY 441 AB3489'(MAIN STREET OR ORANGE BLOSSOM TRAIL) AND MARSHALL LAKE ROAD IN AB3489'SECTION 9, TOWNSHIP 21 SOUTH, RANGE 28 EAST. TO REACH THE STATION AB3489'FROM CITY HALL IN APOPKA ON U.S HIGHWAY 441 (MAIN STREET OR ORANGE AB3489'BLOSSOM TRAIL) , GO NORTHWESTERLY ON U.S. HIGHWAY 441 (MAIN STREET OR AB3489'ORANGE BLOSSOM TRAIL) FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF AB3489'COUNTY ROAD 435 (PARK AVENUE) , CONTINUE NORTHWESTERLY ON U.S. HIGHWAY AB3489'441 (MAIN STREET OR ORANGE BLOSSOM TRAIL) FOR 0.60 MI (0.97 KM) TO THE AB3489'JUNCTION OF MARSHALL LAKE ROAD ON THE RIGHT, CONTINIUE NORTHWESTERLY AB3489'ON U.S. HIGHWAY 441 (MAIN STRRET OR ORANGE BLOSSOM TRAIL) FOR 0.10 MI AB3489'(0.16 KM) TO THE STATION ON THE LEFT SET IN THE TOP OF A SQUARE AB3489'CONCRETE MONUMENT RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE AB3489'GROUND AND 0.4 FT (12.2 CM) ABOVE THE LEVEL OF THE U.S. HIGHWAY 441 AB3489'(MAIN STREET OR ORANGE BLOSSOM TRAIL) , 77.9 FT (23.7 M) NORTHWEST OF AB3489'POWER POLE NUMBER 927734, 65.5 FT (20.0 M) NORTHWEST OF STATION AB3489'APOPKA, 50.6 FT (15.4 M) EAST OF THE EASTERNMOST ONE OF FOUR LEGS FOR AB3489'A BILLBOARD NUMBER 66666 WITH A METER ATTACHED AND 0.3 FT (9.1 CM) AB3489'SOUTHWEST OF THE SOUTH CURB OF U.S. HIGHWAY 441 (MAIN STREET OR AB3489'ORANGE BLOSSOM TRAIL. AB3489 AB3489 STATION RECOVERY (1997) AB3489 AB3489'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (JLM) AB3489'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AK0493 *********************************************************************** AK0493 DESIGNATION - CHRISTMAS 2 AK0493 PID - AK0493 AK0493 STATE/COUNTY- FL/ORANGE AK0493 USGS QUAD - BITHLO (1980) AK0493 AK0493 *CURRENT SURVEY CONTROL AK0493 ___________________________________________________________________ AK0493* NAD 83(1990)- 28 32 12.61605(N) 081 01 07.58266(W) ADJUSTED AK0493* NAVD 88 - 12.827 (meters) 42.08 (feet) ADJUSTED AK0493 ___________________________________________________________________ AK0493 LAPLACE CORR- -0.24 (seconds) DEFLEC99 AK0493 GEOID HEIGHT- -28.03 (meters) GEOID99 AK0493 DYNAMIC HT - 12.808 (meters) 42.02 (feet) COMP AK0493 MODELED GRAV- 979,208.9 (mgal) NAVD 88 AK0493 AK0493 HORZ ORDER - THIRD AK0493 VERT ORDER - SECOND CLASS I AK0493 AK0493.The horizontal coordinates were established by classical geodetic methods AK0493.and adjusted by the National Geodetic Survey in May 1991. AK0493.No horizontal observational check was made to the station. AK0493 AK0493.The orthometric height was determined by differential leveling AK0493.and adjusted by the National Geodetic Survey in November 2003. AK0493 AK0493.The Laplace correction was computed from DEFLEC99 derived deflections. AK0493 AK0493.The geoid height was determined by GEOID99. AK0493 AK0493.The dynamic height is computed by dividing the NAVD 88 AK0493.geopotential number by the normal gravity value computed on the AK0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK0493.degrees latitude (g = 980.6199 gals.). AK0493 AK0493.The modeled gravity was interpolated from observed gravity values. AK0493 AK0493; North East Units Scale Converg. AK0493;SPC FL E - 465,700.033 198,162.797 MT 0.99994122 -0 00 32.3 AK0493;UTM 17 - 3,156,673.119 498,163.423 MT 0.99960004 -0 00 32.3 AK0493 AK0493: Primary Azimuth Mark Grid Az AK0493:SPC FL E - CHRISTMAS 2 AZ MK 259 32 53.3 AK0493:UTM 17 - CHRISTMAS 2 AZ MK 259 32 53.3 AK0493 AK0493|---------------------------------------------------------------------| AK0493| PID Reference Object Distance Geod. Az | AK0493| dddmmss.s | AK0493| AK0492 K 78 RESET 08452 | AK0493| AK0491 K 78 12014 | AK0493| AK6600 CHRISTMAS 28.440 METERS 12808 | AK0493| CW6793 CHRISTMAS RM 2 70.573 METERS 13043 | AK0493| CW6795 CHRISTMAS 2 AZ MK 2593221.0 | AK0493| AK0494 CHRISTMAS 2 RM 4 12.575 METERS 26614 | AK0493|---------------------------------------------------------------------| AK0493 AK0493 SUPERSEDED SURVEY CONTROL AK0493 AK0493 NAD 83(1986)- 28 32 12.62304(N) 081 01 07.59609(W) AD( ) 3 AK0493 NAD 27 - 28 32 11.62254(N) 081 01 08.37595(W) AD( ) 3 AK0493 NAVD 88 (12/21/95) 12.852 (m) 42.17 (f) UNKNOWN 1 2 AK0493 NGVD 29 (07/19/86) 13. (m) 43. (f) VERT ANG AK0493 AK0493.Superseded values are not recommended for survey control. AK0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK0493.See file dsdata.txt to determine how the superseded data were derived. AK0493 AK0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM9816356673(NAD 83) AK0493_MARKER: DS = TRIANGULATION STATION DISK AK0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK0493_STAMPING: CHRISTMAS 2 1970 AK0493_MARK LOGO: CGS AK0493_MAGNETIC: N = NO MAGNETIC MATERIAL AK0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK0493+STABILITY: SURFACE MOTION AK0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AK0493+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1996 AK0493 AK0493 HISTORY - Date Condition Report By AK0493 HISTORY - 1970 MONUMENTED NGS AK0493 HISTORY - 1970 GOOD CGS AK0493 HISTORY - 1981 GOOD LOCENG AK0493 HISTORY - 1983 GOOD DMA AK0493 HISTORY - 1985 GOOD FL-095 AK0493 HISTORY - 1986 GOOD USPSQD AK0493 HISTORY - 19920726 GOOD FLDNR AK0493 HISTORY - 19960615 GOOD NGS AK0493 AK0493 STATION DESCRIPTION AK0493 AK0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS) AK0493'STATION IS LOCATED ALONG THE RIGHT-OF-WAY OF STATE HIGHWAY 50 AK0493'IN THE VILLAGE OF CHRISTMAS, 0.1 MILE WEST OF THE NEW POST AK0493'OFFICE AND ACROSS THE HIGHWAY FROM THE FORTH CHRISTMAS AK0493'BAPTIST CHURCH. STATION, A STANDARD DISK SET IN THE TOP OF A AK0493'ROUND CONCRETE POST AND STAMPED CHRISTMAS 2 1970, IS 48 FEET AK0493'EAST OF A DRAINAGE DITCH, 46 FEET SOUTHWEST OF FENCE CORNER, AK0493'72 FEET SOUTH OF THE SOUTH EDGE OF A CITRUS GROVE, 2 FEET AK0493'SOUTH OF THE RIGHT-OF WAY LINE AND 1 FOOT SOUTH OF A WITNESS AK0493'POST. THE MARK IS FLUSH WITH THE GROUND. AK0493' AK0493'TO REACH FROM THE NEW POST OFFICE IN THE VILLAGE OF CHRISTMAS, AK0493'GO WEST ON STATE HIGHWAY 50 FOR 0.1 MILE TO STATION ON RIGHT (NORTH) AK0493'SIDE OF HIGHWAY AS DESCRIBED. CONTINUE WEST ON STATE HIGHWAY 50 AK0493'FOR 0.4 MILE TO AZIMUTH MARK ON LEFT (SOUTH) SIDE OF HIGHWAY. AK0493' AK0493'REFERENCE MARK NO. 4, A STANDARD DISK SET IN THE TOP OF A AK0493'ROUND CONCRETE POST AND STAMPED CHRISTMAS 2 NO 4 1970, IS 72 AK0493'FEET SOUTH OF THE SOUTH EDGE OF A CITRUS GROVE, 8 FEET EAST OF AK0493'THE EAST EDGE OF A DRAINAGE DITCH AND 1 FOOT SOUTH OF A AK0493'WITNESS POST. THE MARK PROJECTS 2 INCHES. AK0493' AK0493'K 78 RESET 1970 (R.M. NO. 5), A STANDARD BENCH MARK DISK SET AK0493'IN THE TOP OF A ROUND CONCRETE POST AND STAMPED K 78 RESET AK0493'1970, IS 79 FEET SOUTH OF THE SOUTH EDGE OF A CITRUS GROVE, AK0493'12 FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 1 FOOT WEST OF A AK0493'WITNESS POST AND 0.5 FEET SOUTH OF RIGHT-OF WAY. THE MARK AK0493'PROJECTS 2 INCHES. AK0493' AK0493'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A ROUND AK0493'CONCRETE POST AND STAMPED CHRISTMAS 2 1970, IS 66 FEET SOUTH AK0493'OF THE EAST BOUND LANE OF STATE HIGHWAY 50, 14 FEET EAST OF AK0493'FENCELINE, 9-1/2 FEET NORTH OF RIGHT-OF-WAY LINE, 3-1/2 FEET AK0493'EAST OF EAST EDGE OF DITCH AND 2 FEET EAST OF A WITNESS AK0493'POST. THE MARK IS FLUSH WITH THE GROUND. AK0493 AK0493 STATION RECOVERY (1970) AK0493 AK0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970 AK0493'AT CHRISTMAS. AK0493'ALONG THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 50, 0.1 MILE WEST AK0493'OF THE NEW POST OFFICE AT CHRISTMAS, 72 FEET SOUTH OF THE AK0493'SOUTH EDGE OF CITRUS GROVE, 48 FEET EAST OF EAST EDGE OF DRAINAGE AK0493'DITCH, 46 FEET SOUTHWEST OF FENCE CORNER, 2 FEET SOUTH OF AK0493'RIGHT-OF-WAY AND 1 FOOT SOUTH OF A WITNESS POST. SET IN THE AK0493'TOP OF A ROUND CONCRETE POST ABOUT FLUSH WITH THE GROUND. AK0493 AK0493 STATION RECOVERY (1981) AK0493 AK0493'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (SMB) AK0493'CHRISTMAS 2 1970 RECOVERED GOOD. AK0493' AK0493'CHRISTMAS 2 NO 4 1970 RECOVERED GOOD. AK0493' AK0493'K 78 RESET 1970 RECOVERED GOOD. AK0493' AK0493'CHRISTMAS 2 1970 (AZIMUTH) NOT SEARCHED FOR. AK0493' AK0493'TO REACH IS GOOD (1970). AK0493 AK0493 STATION RECOVERY (1983) AK0493 AK0493'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983 (LPB) AK0493'CHRISTMAS 2 1970 RECOVERED GOOD. AK0493' AK0493'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE VILLAGE OF AK0493'CHRISTAMS. AK0493 AK0493 STATION RECOVERY (1985) AK0493 AK0493'RECOVERY NOTE BY ORANGE COUNTY FLORIDA 1985 (DES) AK0493'CHRISTMAS 2 1970 RECOVERED GOOD. AK0493' AK0493'NEW REFERENCE TIES -- AK0493' AK0493'1. K78, RESET 1970 44.57 FEET E OF CHRISTMAS NO. 2. AK0493' AK0493'2. CHRISTMAS NO. 2 - NO 4 1970 41.42 FEET W OF CHRISTMAS NO. 2. AK0493' AK0493'3. 47.0 FEET N OF N EDGE OF W BOUND LANE OF SR 50. AK0493'(NOTE--FORT CHRISTMAS BAPTIST CHURCH IS ON S SIDE OF SR 50). AK0493 AK0493 STATION RECOVERY (1986) AK0493 AK0493'RECOVERY NOTE BY US POWER SQUADRON 1986 (IEE) AK0493'RECOVERED IN GOOD CONDITION. AK0493 AK0493 STATION RECOVERY (1992) AK0493 AK0493'RECOVERY NOTE BY FL DEPT OF NAT RES 1992 AK0493'THE STATION IS IN CHRISTMAS IN SECTION 33, TOWNSHIP 22 SOUTH, RANGE 33 AK0493'EAST. AK0493'TO REACH THE STATION FROM THE POST OFFICE IN CHRISTMAS, GO WEST ON AK0493'STATE ROAD 50 FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT, SET AK0493'IN THE TOP OF A CONCRETE MONUMENT, 4.0 FT (1.2 M) BELOW THE LEVEL OF AK0493'STATE ROAD 50 AND RECESSED 0.1 FT (3.0 CM) BELOW THE LEVEL OF THE AK0493'GROUND, 58.8 FT (17.9 M) NORTH OF CENTERLINE OF THE WESTBOUND LANE AK0493'OF STATE ROAD 50, 14.0 FT (4.3 M) NORTHWEST OF THE WEST END OF THE AK0493'PIPE CULVERT FOR A DIRT DRIVEWAY OVER THE DITCH AND 1.1 FT (0.3 M) AK0493'SOUTH OF A METAL WITNESS POST. AK0493 AK0493 STATION RECOVERY (1996) AK0493 AK0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RKW) AK0493'RECOVERED IN GOOD CONDITION WITH THESE CHANGES, TO REACH THE MARK FROM AK0493'THE NEW POST OFFICE IN CHRISTMAS, GO EAST ON STATE ROAD 50 FOR 0.05 MI AK0493'(0.08 KM) TO THE MARK ON THE LEFT, LOCATED 59.6 FT (18.2 M) NORTH OF AK0493'THE CENTERLINE OF THE WESTBOUND LANE OF STATE ROAD 50 AND 10.8 FT (3.3 AK0493'M) NORTH-NORTHWEST OF THE CENTER OF THE WEST END OF THE PIPE CULVERT. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9847 *********************************************************************** DE9847 DESIGNATION - G 448 DE9847 PID - DE9847 DE9847 STATE/COUNTY- FL/ORANGE DE9847 USGS QUAD - OVIEDO SW (1980) DE9847 DE9847 *CURRENT SURVEY CONTROL DE9847 ___________________________________________________________________ DE9847* NAD 83(1986)- 28 33 42. (N) 081 14 42. (W) SCALED DE9847* NAVD 88 - 22.347 (meters) 73.32 (feet) ADJUSTED DE9847 ___________________________________________________________________ DE9847 GEOID HEIGHT- -27.86 (meters) GEOID99 DE9847 DYNAMIC HT - 22.314 (meters) 73.21 (feet) COMP DE9847 MODELED GRAV- 979,205.9 (mgal) NAVD 88 DE9847 DE9847 VERT ORDER - SECOND CLASS I DE9847 DE9847.The horizontal coordinates were scaled from a topographic map and have DE9847.an estimated accuracy of +/- 6 seconds. DE9847 DE9847.The orthometric height was determined by differential leveling DE9847.and adjusted by the National Geodetic Survey in November 2003. DE9847 DE9847.The geoid height was determined by GEOID99. DE9847 DE9847.The dynamic height is computed by dividing the NAVD 88 DE9847.geopotential number by the normal gravity value computed on the DE9847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9847.degrees latitude (g = 980.6199 gals.). DE9847 DE9847.The modeled gravity was interpolated from observed gravity values. DE9847 DE9847; North East Units Estimated Accuracy DE9847;SPC FL E - 468,480. 176,030. MT (+/- 180 meters Scaled) DE9847 DE9847 SUPERSEDED SURVEY CONTROL DE9847 DE9847.No superseded survey control is available for this station. DE9847 DE9847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM760594(NAD 83) DE9847_MARKER: DV = VERTICAL CONTROL DISK DE9847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9847_STAMPING: G 448 1997 DE9847_MARK LOGO: NGS DE9847_MAGNETIC: N = NO MAGNETIC MATERIAL DE9847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9847+STABILITY: SURFACE MOTION DE9847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9847+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9847 DE9847 HISTORY - Date Condition Report By DE9847 HISTORY - 1997 MONUMENTED FLDEP DE9847 DE9847 STATION DESCRIPTION DE9847 DE9847'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM) DE9847'THE MARK IS ABOUT 9.0 MI (14.5 KM) EAST OF ORLANDO, 8.0 MI (12.9 KM) DE9847'WEST OF BITHLO, 0.5 MI (0.8 KM) SOUTH OF UNION PARK ON DEAN ROAD DE9847'(COUNTY ROAD 425) IN SECTION 19, TOWNSHIP 22 SOUTH, RANGE 31 EAST. TO DE9847'REACH THE MARK FROM THE POST OFFICE IN UNION PARK, AT THE INTERSECTION DE9847'OF STATE ROAD 50 (COLONIAL DRIVE) AND ECONLOCKHATCHEE TRAIL, GO EAST DE9847'ON STATE ROAD 50 (EAST COLONIAL DRIVE) FOR 0.5 MI (0.8 KM) TO THE DE9847'INTERSECTION OF DEAN ROAD (COUNTY ROAD 425), TURN RIGHT ON DEAN ROAD DE9847'(COUNTY ROAD 425) AND GO SOUTH FOR 0.5 MI (0.8 KM) THE JUNCTION OF DE9847'RIVER CREST CT. ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE DE9847'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH GROUND AND LEVEL WITH DEAN DE9847'ROAD. LOCATED 95.5 FT (29.1 M) NORTH OF A ROAD LEADING WEST, 51.0 FT DE9847'(15.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF RIVER CREST CT., 49.5 DE9847'FT (15.1 M) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF DEAN DE9847'ROAD AND 1.0 FT (0.3 M) EAST OF A BRICK WALL AND A CARSONITE WITNESS DE9847'POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AK7130 *********************************************************************** AK7130 DESIGNATION - GIS 0132 RH HAM JONES AK7130 PID - AK7130 AK7130 STATE/COUNTY- FL/ORANGE AK7130 USGS QUAD - ORLANDO EAST (1980) AK7130 AK7130 *CURRENT SURVEY CONTROL AK7130 ___________________________________________________________________ AK7130* NAD 83(1999)- 28 31 26.36876(N) 081 21 06.62081(W) ADJUSTED AK7130* NAVD 88 - 30.061 (meters) 98.63 (feet) ADJUSTED AK7130 ___________________________________________________________________ AK7130 X - 843,288.687 (meters) COMP AK7130 Y - -5,544,461.719 (meters) COMP AK7130 Z - 3,027,654.355 (meters) COMP AK7130 LAPLACE CORR- -1.63 (seconds) DEFLEC99 AK7130 ELLIP HEIGHT- 2.33 (meters) (07/06/01) GPS OBS AK7130 GEOID HEIGHT- -27.73 (meters) GEOID99 AK7130 DYNAMIC HT - 30.018 (meters) 98.48 (feet) COMP AK7130 MODELED GRAV- 979,199.7 (mgal) NAVD 88 AK7130 AK7130 HORZ ORDER - FIRST AK7130 VERT ORDER - SECOND CLASS I AK7130 ELLP ORDER - FOURTH CLASS II AK7130 AK7130.The horizontal coordinates were established by GPS observations AK7130.and adjusted by the National Geodetic Survey in July 2001. AK7130 AK7130.The orthometric height was determined by differential leveling AK7130.and adjusted by the National Geodetic Survey in November 2003. AK7130 AK7130.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7130 AK7130.The Laplace correction was computed from DEFLEC99 derived deflections. AK7130 AK7130.The ellipsoidal height was determined by GPS observations AK7130.and is referenced to NAD 83. AK7130 AK7130.The geoid height was determined by GEOID99. AK7130 AK7130.The dynamic height is computed by dividing the NAVD 88 AK7130.geopotential number by the normal gravity value computed on the AK7130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK7130.degrees latitude (g = 980.6199 gals.). AK7130 AK7130.The modeled gravity was interpolated from observed gravity values. AK7130 AK7130; North East Units Scale Converg. AK7130;SPC FL E - 464,326.715 165,563.205 MT 0.99995581 -0 10 04.9 AK7130;UTM 17 - 3,155,300.270 465,574.954 MT 0.99961463 -0 10 04.9 AK7130 AK7130 SUPERSEDED SURVEY CONTROL AK7130 AK7130 NAD 83(1990)- 28 31 26.36767(N) 081 21 06.62020(W) AD( ) 1 AK7130 NAD 83(1990)- 28 31 26.36771(N) 081 21 06.62020(W) AD( ) 1 AK7130 ELLIP H (06/24/93) 2.34 (m) GP( ) 4 2 AK7130 NAVD 88 (12/21/95) 30.065 (m) 98.64 (f) UNKNOWN 2 1 AK7130 NGVD 29 (06/24/93) 30.39 (m) 99.7 (f) LEVELING 3 AK7130 AK7130.Superseded values are not recommended for survey control. AK7130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7130.See file dsdata.txt to determine how the superseded data were derived. AK7130 AK7130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM6557555300(NAD 83) AK7130_MARKER: DD = SURVEY DISK AK7130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK7130_STAMPING: GIS-0132 R.H. HAM JONES AK7130_MARK LOGO: FL-095 AK7130_MAGNETIC: N = NO MAGNETIC MATERIAL AK7130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK7130+STABILITY: SURFACE MOTION AK7130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7130+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1997 AK7130 AK7130 HISTORY - Date Condition Report By AK7130 HISTORY - 1985 MONUMENTED FL-095 AK7130 HISTORY - 19891116 GOOD AK7130 HISTORY - 19900619 GOOD FL-095 AK7130 HISTORY - 19970306 GOOD FLDEP AK7130 HISTORY - 19980530 GOOD USPSQD AK7130 AK7130 STATION DESCRIPTION AK7130 AK7130'DESCRIBED 1989 AK7130'RECOVERED IN GOOD CONDITION. AK7130 AK7130 STATION RECOVERY (1990) AK7130 AK7130'RECOVERY NOTE BY ORANGE COUNTY FLORIDA 1990 AK7130'THE STATION IS ABOUT 2.5 MI (4.0 KM) WEST OF STATE ROAD 436 AND ABOUT AK7130'1 MI (1.6 KM) SOUTH OF THE EAST-WEST EXPRESSWAY IN THE NORTHWEST AK7130'QUARTER OF SECTION 6, TOWNSHIP 23 SOUTH, RANGE 30 EAST, ORANGE AK7130'COUNTY, FLORIDA, ON THE RIGHT-OF-WAY OF CURRY FORD ROAD. AK7130'THE STATION IS AT THE INTERSECTION OF CURRY FORD ROAD AND BUMBY AK7130'AVENUE, ON THE SOUTHWEST CORNER. AK7130'THE STATION IS 45.32 FT (13.81 M) SOUTH OF THE CENTERLINE OF CURRY AK7130'FORD ROAD, 144.5 FT (44.0 M) EAST OF A POWER POLE WITH A CRAIG A. AK7130'SMITH NAIL AND CAP, 56.5 FT (17.2 M) WEST OF THE CENTERLINE OF BUMBY AK7130'AVENUE, AND 13.6 FT (4.1 M) NORTHWEST OF A CONCRETE POST FOR WALK AK7130'SIGNAL LIGHT. AK7130 AK7130 STATION RECOVERY (1997) AK7130 AK7130'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (JLM) AK7130'THE MARK IS ABOUT 5.0 MI (8.0 KM) SOUTH OF WINTER PARK, 2.2 MI (3.5 AK7130'KM) EAST OF ORLANDO, ON CURRY FORD ROAD (COUNTY ROAD 425) IN SECTION AK7130'6, TOWNSHIP 23 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM THE AK7130'INTERSECTION OF SEMORAN BOULEVARD (STATE ROAD 436) AND CURRY FORD ROAD AK7130'(COUNTY ROAD 552) ON THE EAST SIDE OF ORLANDO, GO NORTHWEST ON CURRY AK7130'FORD ROAD FOR 2.55 MI (4.10 KM) TO THE INTERSECTION OF BUMBY AVENUE AK7130'AND THE MARK ON THE LEFT, SET IN THE TOP OF A CONCRETE MONUMENT AK7130'RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE GROUND AND 0.6 FT AK7130'(18.3 CM) ABOVE THE LEVEL OF CURRY FORD ROAD. LOCATED 56.6 FT (17.3 M) AK7130'WEST OF THE CENTERLINE OF BUMBY AVENUE, 45.3 FT (13.8 M) SOUTH OF THE AK7130'CENTERLINE OF CURRY FORD ROAD AND 13.6 FT (4.1 M) NORTHWEST OF A AK7130'CONCRETE POST FOR A WALK SIGNAL LIGHT. AK7130 AK7130 STATION RECOVERY (1998) AK7130 AK7130'RECOVERY NOTE BY US POWER SQUADRON 1998 AK7130'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AK7084 *********************************************************************** AK7084 DESIGNATION - GIS 0246 FREDERICK FRANCIS 7 AK7084 PID - AK7084 AK7084 STATE/COUNTY- FL/ORANGE AK7084 USGS QUAD - LAKE LOUISA SW (1985) AK7084 AK7084 *CURRENT SURVEY CONTROL AK7084 ___________________________________________________________________ AK7084* NAD 83(1999)- 28 20 48.61089(N) 081 39 25.07834(W) ADJUSTED AK7084* NAVD 88 - 34.8 (meters) 114. (feet) VERTCON AK7084 ___________________________________________________________________ AK7084 X - 815,107.152 (meters) COMP AK7084 Y - -5,558,128.322 (meters) COMP AK7084 Z - 3,010,392.007 (meters) COMP AK7084 LAPLACE CORR- -2.55 (seconds) DEFLEC99 AK7084 ELLIP HEIGHT- 7.44 (meters) (07/06/01) GPS OBS AK7084 GEOID HEIGHT- -27.36 (meters) GEOID99 AK7084 AK7084 HORZ ORDER - FIRST AK7084 ELLP ORDER - THIRD CLASS II AK7084 AK7084.The horizontal coordinates were established by GPS observations AK7084.and adjusted by the National Geodetic Survey in July 2001. AK7084 AK7084.The NAVD 88 height was computed by applying the VERTCON shift value to AK7084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AK7084 AK7084.The X, Y, and Z were computed from the position and the ellipsoidal ht. AK7084 AK7084.The Laplace correction was computed from DEFLEC99 derived deflections. AK7084 AK7084.The ellipsoidal height was determined by GPS observations AK7084.and is referenced to NAD 83. AK7084 AK7084.The geoid height was determined by GEOID99. AK7084 AK7084; North East Units Scale Converg. AK7084;SPC FL E - 444,819.247 135,590.672 MT 0.99999236 -0 18 43.0 AK7084;SPC FL W - 444,691.714 233,630.926 MT 0.99995513 +0 09 46.4 AK7084;UTM 17 - 3,135,799.458 435,612.648 MT 0.99965116 -0 18 43.0 AK7084 AK7084: Primary Azimuth Mark Grid Az AK7084:SPC FL E - GIS 0247 090 09 08.1 AK7084:SPC FL W - GIS 0247 089 40 38.7 AK7084:UTM 17 - GIS 0247 090 09 08.1 AK7084 AK7084|---------------------------------------------------------------------| AK7084| PID Reference Object Distance Geod. Az | AK7084| dddmmss.s | AK7084| AK7085 GIS 0247 APPROX. 0.8 KM 0895025.1 | AK7084|---------------------------------------------------------------------| AK7084 AK7084 SUPERSEDED SURVEY CONTROL AK7084 AK7084 NAD 83(1990)- 28 20 48.60963(N) 081 39 25.07781(W) AD( ) 1 AK7084 NAD 83(1990)- 28 20 48.60963(N) 081 39 25.07781(W) AD( ) 2 AK7084 ELLIP H (12/04/92) 7.49 (m) GP( ) 3 2 AK7084 NGVD 29 (12/04/92) 35.1 (m) 115. (f) GPS OBS AK7084 AK7084.Superseded values are not recommended for survey control. AK7084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK7084.See file dsdata.txt to determine how the superseded data were derived. AK7084 AK7084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3561335799(NAD 83) AK7084_MARKER: DD = SURVEY DISK AK7084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK7084_STAMPING: GIS-0246 FREDERICK FRANCIS-7 AK7084_MARK LOGO: FL-095 AK7084_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AK7084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK7084+STABILITY: SURFACE MOTION AK7084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK7084+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1991 AK7084 AK7084 HISTORY - Date Condition Report By AK7084 HISTORY - 1986 MONUMENTED FL-095 AK7084 HISTORY - 19910314 GOOD KEISCH AK7084 HISTORY - 20000518 POOR FL-095 AK7084 HISTORY - 20020126 GOOD USPSQD AK7084 HISTORY - 20030908 POOR FL-105 AK7084 AK7084 STATION DESCRIPTION AK7084 AK7084'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991 AK7084'THE STATION IS ABOUT 7.5 MI (12.1 KM) WEST OF THE JUNCTION OF I-4 AND AK7084'U.S. HIGHWAY 192 AND ABOUT 0.5 MI (0.8 KM) WEST OF THE JUNCTION OF AK7084'STATE ROAD 545 AND U.S. HIGHWAY 192 IN SECTION 31, TOWNSHIP 24 SOUTH, AK7084'RANGE 27 EAST, ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 192. AK7084'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 192 AND STATE AK7084'ROAD 545, GO WEST ON U.S. HIGHWAY 192 FOR 0.5 MI (0.8 KM) TO THE AK7084'STATION ON THE LEFT. AK7084'THE STATION IS 96 FT (29.3 M) EAST OF THE CENTER OF THE ROAD TO THE AK7084'OUTDOOR RESORTS, 60.97 FT (18.58 M) NORTHEAST OF POWER POLE NUMBER AK7084'BMF-31, 37.4 FT (11.4 M) NORTHEAST OF A METAL CULVERT, AND 34.1 FT AK7084'(10.4 M) SOUTH OF THE CENTER OF THE EAST BOUND LANE OF U.S. HIGHWAY AK7084'192. AK7084'THE AZIMUTH MARK IS A 3.5 INCH BRASS DISK, STAMPED ORANGE COUNTY AK7084'GEODETIC INFORMATION SYSTEM, GIS-0247 FREDERICK FRANCIS-8, AND IS SET AK7084'IN THE TOP OF A CIRCULAR CONCRETE MONUMENT THAT IS RECESSED 0.4 FT AK7084'(0.1 M) BELOW THE GROUND SURFACE. AK7084'TO REACH THE AZIMUTH FROM THE STATION GO ON A GEODETIC AZIMUTH OF 89 AK7084'DEGREES 50 MINUTES 21.57 SECONDS FOR A DISTANCE OF 830.634 M AK7084'(2725.172 FT) . AK7084'THE AZIMUTH MARK IS 43 FT (13.1 M) NORTH OF THE CENTER OF THE EAST AK7084'BOUND LANE OF U.S. HIGHWAY 192, 21.2 FT (6.5 M) SOUTH OF THE CENTER AK7084'OF THE WEST BOUND LANE OF U.S. HIGHWAY 192, 90 FT (27.4 M) WEST OF AK7084'THE CENTER OF A HIGHWAY TURN AROUND, AND 114 FT (34.7 M) NORTH AK7084'NORTHWEST OF POWER POLE NUMBER BMF-43. AK7084 AK7084 STATION RECOVERY (2000) AK7084 AK7084'RECOVERY NOTE BY ORANGE COUNTY FLORIDA 2000 AK7084'BRASS DISK MISSING DUE TO RE-SURFACING. AK7084 AK7084 STATION RECOVERY (2002) AK7084 AK7084'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA) AK7084'RECOVERED IN GOOD CONDITION. AK7084 AK7084 STATION RECOVERY (2003) AK7084 AK7084'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (JFO) AK7084'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY AK7084'APPRAISER GIS DEPARTMENT. (CAP IS MISSING BUT CENTER STEM IS STILL IN AK7084'CONTACT). 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9849 *********************************************************************** DE9849 DESIGNATION - H 448 DE9849 PID - DE9849 DE9849 STATE/COUNTY- FL/ORANGE DE9849 USGS QUAD - OVIEDO SW (1980) DE9849 DE9849 *CURRENT SURVEY CONTROL DE9849 ___________________________________________________________________ DE9849* NAD 83(1986)- 28 31 48. (N) 081 14 24. (W) SCALED DE9849* NAVD 88 - 22.960 (meters) 75.33 (feet) ADJUSTED DE9849 ___________________________________________________________________ DE9849 GEOID HEIGHT- -27.89 (meters) GEOID99 DE9849 DYNAMIC HT - 22.927 (meters) 75.22 (feet) COMP DE9849 MODELED GRAV- 979,199.8 (mgal) NAVD 88 DE9849 DE9849 VERT ORDER - SECOND CLASS I DE9849 DE9849.The horizontal coordinates were scaled from a topographic map and have DE9849.an estimated accuracy of +/- 6 seconds. DE9849 DE9849.The orthometric height was determined by differential leveling DE9849.and adjusted by the National Geodetic Survey in November 2003. DE9849 DE9849.The geoid height was determined by GEOID99. DE9849 DE9849.The dynamic height is computed by dividing the NAVD 88 DE9849.geopotential number by the normal gravity value computed on the DE9849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9849.degrees latitude (g = 980.6199 gals.). DE9849 DE9849.The modeled gravity was interpolated from observed gravity values. DE9849 DE9849; North East Units Estimated Accuracy DE9849;SPC FL E - 464,970. 176,510. MT (+/- 180 meters Scaled) DE9849 DE9849 SUPERSEDED SURVEY CONTROL DE9849 DE9849.No superseded survey control is available for this station. DE9849 DE9849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM765559(NAD 83) DE9849_MARKER: DV = VERTICAL CONTROL DISK DE9849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9849_STAMPING: H 448 1997 DE9849_MARK LOGO: NGS DE9849_MAGNETIC: N = NO MAGNETIC MATERIAL DE9849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9849+STABILITY: SURFACE MOTION DE9849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9849+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9849 DE9849 HISTORY - Date Condition Report By DE9849 HISTORY - 1997 MONUMENTED FLDEP DE9849 DE9849 STATION DESCRIPTION DE9849 DE9849'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM) DE9849'THE MARK IS ABOUT 9.0 MI (14.5 KM) EAST OF ORLANDO, 8.0 MI (12.9 KM) DE9849'WEST OF BITHLO, 2.65 MI (4.26 KM) SOUTH OF UNION PARK ON DEAN ROAD DE9849'(COUNTY ROAD 425) IN SECTION 32, TOWNSHIP 22 SOUTH, RANGE 31 EAST. TO DE9849'REACH THE MARK FROM THE POST OFFICE IN UNION PARK AT THE INTERSECTION DE9849'OF STATE ROAD 50 (COLONIAL DRIVE) AND ECONLOCKHATCHEE TRAIL, GO EAST DE9849'ON STATE ROAD 50 (EAST COLONIAL DRIVE) FOR 0.5 MI (0.8 KM) TO THE DE9849'INTERSECTION OF DEAN ROAD (COUNTY ROAD 425), TURN RIGHT ON DEAN ROAD DE9849'(COUNTY ROAD 425) AND GO SOUTH FOR 2.80 MI (4.51 KM) TO THE MARK ON DE9849'THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE DE9849'GROUND AND LEVEL WITH STATE ROAD 419. LOCATED 50.5 FT (15.4 M) WEST OF DE9849'THE CENTERLINE OF DEAN ROAD, 10.0 FT (3.0 M) EAST OF THE SOUTH END OF DE9849'A 6.0 FT (1.8 M) TALL BRICK WALL, 3.0 FT (0.9 M) SOUTHWEST OF THE DE9849'SIDEWALK, 1.5 FT (0.5 M) NORTH OF THE NORTHEAST CORNER OF A HOG WIRE DE9849'FENCE AND 1.4 FT (0.4 M) NORTH OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9850 *********************************************************************** DE9850 DESIGNATION - J 448 DE9850 PID - DE9850 DE9850 STATE/COUNTY- FL/ORANGE DE9850 USGS QUAD - OVIEDO SW (1980) DE9850 DE9850 *CURRENT SURVEY CONTROL DE9850 ___________________________________________________________________ DE9850* NAD 83(1986)- 28 30 54. (N) 081 14 18. (W) SCALED DE9850* NAVD 88 - 24.393 (meters) 80.03 (feet) ADJUSTED DE9850 ___________________________________________________________________ DE9850 GEOID HEIGHT- -27.91 (meters) GEOID99 DE9850 DYNAMIC HT - 24.358 (meters) 79.91 (feet) COMP DE9850 MODELED GRAV- 979,196.9 (mgal) NAVD 88 DE9850 DE9850 VERT ORDER - SECOND CLASS I DE9850 DE9850.The horizontal coordinates were scaled from a topographic map and have DE9850.an estimated accuracy of +/- 6 seconds. DE9850 DE9850.The orthometric height was determined by differential leveling DE9850.and adjusted by the National Geodetic Survey in November 2003. DE9850 DE9850.The geoid height was determined by GEOID99. DE9850 DE9850.The dynamic height is computed by dividing the NAVD 88 DE9850.geopotential number by the normal gravity value computed on the DE9850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9850.degrees latitude (g = 980.6199 gals.). DE9850 DE9850.The modeled gravity was interpolated from observed gravity values. DE9850 DE9850; North East Units Estimated Accuracy DE9850;SPC FL E - 463,300. 176,670. MT (+/- 180 meters Scaled) DE9850 DE9850 SUPERSEDED SURVEY CONTROL DE9850 DE9850.No superseded survey control is available for this station. DE9850 DE9850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM766542(NAD 83) DE9850_MARKER: DV = VERTICAL CONTROL DISK DE9850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9850_STAMPING: J 448 1997 DE9850_MARK LOGO: NGS DE9850_MAGNETIC: N = NO MAGNETIC MATERIAL DE9850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9850+STABILITY: SURFACE MOTION DE9850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9850+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9850 DE9850 HISTORY - Date Condition Report By DE9850 HISTORY - 1997 MONUMENTED FLDEP DE9850 DE9850 STATION DESCRIPTION DE9850 DE9850'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM) DE9850'THE MARK IS ABOUT 9.0 MI (14.5 KM) EAST OF ORLANDO, 8.0 MI (12.9 KM) DE9850'WEST OF BITHLO, 3.7 MI (6.0 KM) SOUTH OF UNION PARK ON DEAN ROAD DE9850'(COUNTY ROAD 425) IN SECTION 5, TOWNSHIP 23 SOUTH, RANGE 31 EAST. TO DE9850'REACH THE MARK FROM THE POST OFFICE IN UNION PARK, AT THE INTERSECTION DE9850'OF STATE ROAD 50 (COLONIAL DRIVE) AND ECONLOCKHATCHEE TRAIL, GO EAST DE9850'ON STATE ROAD 50 (EAST COLONIAL DRIVE) FOR 0.5 MI (0.8 KM) TO THE DE9850'INTERSECTION OF DEAN ROAD (COUNTY ROAD 425), TURN RIGHT ON DEAN ROAD DE9850'(COUNTY ROAD 425) AND GO SOUTH FOR 3.8 MI (6.1 KM) TO THE MARK ON THE DE9850'RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE DE9850'GROUND AND 1.0 FT (0.3 M) ABOVE THE LEVEL OF DEAN ROAD. LOCATED 225.0 DE9850'FT (68.6 M) SOUTH OF A DRIVEWAY LEADING WEST, 101.7 FT (31.0 M) DE9850'NORTHWEST OF A FIRE HYDRANT, 62.9 FT (19.2 M) WEST OF THE CENTERLINE DE9850'OF STATE ROAD 419, 17.6 FT (5.4 M) SOUTHWEST OF POWER POLE NUMBER DE9850'835609 WITH 2 GUY WIRES ATTACHED, 1.6 FT (0.5 M) EAST OF A BARBED WIRE DE9850'FENCE AND 1.3 FT (0.4 M) EAST OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9851 *********************************************************************** DE9851 DESIGNATION - K 448 DE9851 PID - DE9851 DE9851 STATE/COUNTY- FL/ORANGE DE9851 USGS QUAD - OVIEDO SW (1980) DE9851 DE9851 *CURRENT SURVEY CONTROL DE9851 ___________________________________________________________________ DE9851* NAD 83(1986)- 28 30 38. (N) 081 14 52. (W) SCALED DE9851* NAVD 88 - 23.962 (meters) 78.62 (feet) ADJUSTED DE9851 ___________________________________________________________________ DE9851 GEOID HEIGHT- -27.90 (meters) GEOID99 DE9851 DYNAMIC HT - 23.927 (meters) 78.50 (feet) COMP DE9851 MODELED GRAV- 979,196.2 (mgal) NAVD 88 DE9851 DE9851 VERT ORDER - SECOND CLASS I DE9851 DE9851.The horizontal coordinates were scaled from a topographic map and have DE9851.an estimated accuracy of +/- 6 seconds. DE9851 DE9851.The orthometric height was determined by differential leveling DE9851.and adjusted by the National Geodetic Survey in November 2003. DE9851 DE9851.The geoid height was determined by GEOID99. DE9851 DE9851.The dynamic height is computed by dividing the NAVD 88 DE9851.geopotential number by the normal gravity value computed on the DE9851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9851.degrees latitude (g = 980.6199 gals.). DE9851 DE9851.The modeled gravity was interpolated from observed gravity values. DE9851 DE9851; North East Units Estimated Accuracy DE9851;SPC FL E - 462,810. 175,750. MT (+/- 180 meters Scaled) DE9851 DE9851 SUPERSEDED SURVEY CONTROL DE9851 DE9851.No superseded survey control is available for this station. DE9851 DE9851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM757537(NAD 83) DE9851_MARKER: F = FLANGE-ENCASED ROD DE9851_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DE9851_STAMPING: K 448 1997 DE9851_MARK LOGO: NGS DE9851_PROJECTION: FLUSH DE9851_MAGNETIC: N = NO MAGNETIC MATERIAL DE9851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE9851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9851+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9851_ROD/PIPE-DEPTH: 22.6 meters DE9851 DE9851 HISTORY - Date Condition Report By DE9851 HISTORY - 1997 MONUMENTED FLDEP DE9851 DE9851 STATION DESCRIPTION DE9851 DE9851'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM) DE9851'THE MARK IS ABOUT 8.8 MI (14.2 KM) EAST OF ORLANDO, 8.5 MI (13.7 KM) DE9851'SOUTHWEST OF BITHLO, 4.7 MI (7.6 KM) SOUTH OF UNION PARK ON CURRY FORD DE9851'ROAD (COUNTY ROAD 425) IN SECTION 6, TOWNSHIP 23 SOUTH, RANGE 31 EAST. DE9851'TO REACH THE MARK FROM THE POST OFFICE IN UNION PARK, AT THE DE9851'INTERSECTION OF STATE ROAD 50 (COLONIAL DRIVE) AND ECONLOCKHATCHEE DE9851'TRAIL, GO EAST ON STATE ROAD 50 (COLONIAL DRIVE) FOR 0.5 MI (0.8 KM) DE9851'TO THE INTERSECTION OF DEAN ROAD (COUNTY ROAD 425), TURN RIGHT DEAN DE9851'ROAD (COUNTY ROAD 425) AND GO SOUTH FOR 3.95 MI (6.36 KM) TO A CURVE DE9851'RIGHT, AT THIS POINT DEAN ROAD TURNS INTO CURRY FORD ROAD, CONTINUE DE9851'SOUTHWEST OF CURRY FORD ROAD FOR 0.75 MI (1.21 KM) TO THE EASTERN DE9851'BELTWAY OVERPASS AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DE9851'DRIVEN TO REFUSAL AT A DEPTH OF 74.2 FT (22.6 M) WITH A LOGO CAP FLUSH DE9851'WITH THE GROUND AND LEVEL WITH CURRY FORD ROAD, THE DATUM POINT IS DE9851'RECESSED 0.7 FT (21.3 CM) BELOW THE LEVEL OF THE LOGO CAP. THE MARK DE9851'CAN ALSO BE REACHED FROM THE INTERSECTION OF SEMORAN BOULEVARD (STATE DE9851'ROAD 436) AND CURRY FORD ROAD (COUNTY ROAD 552) ON THE EAST SIDE OF DE9851'ORLANDO, GO SOUTHEAST ON CURRY RORD (COUNTY ROAD 552) FOR 4.0 MI (6.4 DE9851'KM) TO THE EASTERN BELTWAY OVERPASS AND THE MARK ON THE LEFT. LOCATED DE9851'76.0 FT (23.2 M) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE DE9851'EASTERN BELTWAY, 76.0 FT (23.2 M) NORTH OF THE CENTERLINE OF THE DE9851'WESTBOUND LANES OF CURRY FORD ROAD, 38.7 FT (11.8 M) NORTHEAST OF THE DE9851'EAST END OF A CONCRETE HEADWALL, 9.2 FT (2.8 M) SOUTHEAST OF THE DE9851'NORTHWEST END OF THE BELTWAY WING WALL AND 1.8 FT (0.5 M) SOUTHWEST OF DE9851'A CARSONITE WITNESS POST. NOTE ACCESS TO DATUM POINT IS HAD THROUGH A DE9851'5-INCH LOGO CAP. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9932 *********************************************************************** DE9932 DESIGNATION - K 458 DE9932 PID - DE9932 DE9932 STATE/COUNTY- FL/ORANGE DE9932 USGS QUAD - FOREST CITY (1980) DE9932 DE9932 *CURRENT SURVEY CONTROL DE9932 ___________________________________________________________________ DE9932* NAD 83(1986)- 28 42 34. (N) 081 28 03. (W) SCALED DE9932* NAVD 88 - 21.088 (meters) 69.19 (feet) ADJUSTED DE9932 ___________________________________________________________________ DE9932 GEOID HEIGHT- -27.59 (meters) GEOID99 DE9932 DYNAMIC HT - 21.059 (meters) 69.09 (feet) COMP DE9932 MODELED GRAV- 979,226.8 (mgal) NAVD 88 DE9932 DE9932 VERT ORDER - SECOND CLASS I DE9932 DE9932.The horizontal coordinates were scaled from a topographic map and have DE9932.an estimated accuracy of +/- 6 seconds. DE9932 DE9932.The orthometric height was determined by differential leveling DE9932.and adjusted by the National Geodetic Survey in November 2003. DE9932 DE9932.The geoid height was determined by GEOID99. DE9932 DE9932.The dynamic height is computed by dividing the NAVD 88 DE9932.geopotential number by the normal gravity value computed on the DE9932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9932.degrees latitude (g = 980.6199 gals.). DE9932 DE9932.The modeled gravity was interpolated from observed gravity values. DE9932 DE9932; North East Units Estimated Accuracy DE9932;SPC FL E - 484,920. 154,320. MT (+/- 180 meters Scaled) DE9932 DE9932 SUPERSEDED SURVEY CONTROL DE9932 DE9932.No superseded survey control is available for this station. DE9932 DE9932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM543758(NAD 83) DE9932_MARKER: DD = SURVEY DISK DE9932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9932_STAMPING: K 458 1997 DE9932_MARK LOGO: FLDNR DE9932_MAGNETIC: N = NO MAGNETIC MATERIAL DE9932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9932+STABILITY: SURFACE MOTION DE9932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9932+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9932 DE9932 HISTORY - Date Condition Report By DE9932 HISTORY - 1997 MONUMENTED FLDEP DE9932 DE9932 STATION DESCRIPTION DE9932 DE9932'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ) DE9932'THE MARK IS ABOUT 7.3 MI (11.7 KM) WEST OF THE INTERSECTION OF STATE DE9932'ROAD 434 AND COUNTY ROAD 427 IN LONGWOOD, IN SECTION 36, TOWNSHIP 20 DE9932'SOUTH, RANGE 28 EAST. TO REACH THE MARK FROM THE POST OFFICE ON WEKIVA DE9932'SPRINGS ROAD IN LONGWOOD, GO WESTERLY ON WEKIVA SPRINGS ROAD FOR 3.3 DE9932'MI (5.3 KM) TO A SHARP CURVE LEFT AND THE MARK ON THE RIGHT, SET IN DE9932'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH GROUND AND ABOUT 5.0 DE9932'FT (1.5 M) BELOW THE LEVEL OF WEKIVA SPRINGS ROAD. LOCATED 142.2 FT DE9932'(43.3 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF WEKIVA SPRINGS DE9932'ROAD, 105.0 FT (32.0 M) NORTHWEST OF THE NORTHWEST EDGE OF A CONCRETE DE9932'SIDEWALK, 21.4 FT (6.5 M) NORTH OF A 3.0 FT (0.9 M) TALL HOG WIRE DE9932'FENCE CORNER, 4.1 FT (1.2 M) SOUTHEAST OF A 3.0 FT (0.9 M) TALL HOG DE9932'WIRE FENCE CORNER AND 4.0 FT (1.2 M) SOUTHEAST OF A CARSONITE WITNESS DE9932'POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AK0492 *********************************************************************** AK0492 DESIGNATION - K 78 RESET AK0492 PID - AK0492 AK0492 STATE/COUNTY- FL/ORANGE AK0492 USGS QUAD - BITHLO (1980) AK0492 AK0492 *CURRENT SURVEY CONTROL AK0492 ___________________________________________________________________ AK0492* NAD 83(1986)- 28 32 12. (N) 081 01 08. (W) SCALED AK0492* NAVD 88 - 12.960 (meters) 42.52 (feet) ADJUSTED AK0492 ___________________________________________________________________ AK0492 GEOID HEIGHT- -28.03 (meters) GEOID99 AK0492 DYNAMIC HT - 12.941 (meters) 42.46 (feet) COMP AK0492 MODELED GRAV- 979,208.9 (mgal) NAVD 88 AK0492 AK0492 VERT ORDER - SECOND CLASS I AK0492 AK0492.The horizontal coordinates were scaled from a topographic map and have AK0492.an estimated accuracy of +/- 6 seconds. AK0492 AK0492.The orthometric height was determined by differential leveling AK0492.and adjusted by the National Geodetic Survey in November 2003. AK0492 AK0492.The geoid height was determined by GEOID99. AK0492 AK0492.The dynamic height is computed by dividing the NAVD 88 AK0492.geopotential number by the normal gravity value computed on the AK0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK0492.degrees latitude (g = 980.6199 gals.). AK0492 AK0492.The modeled gravity was interpolated from observed gravity values. AK0492 AK0492; North East Units Estimated Accuracy AK0492;SPC FL E - 465,680. 198,150. MT (+/- 180 meters Scaled) AK0492 AK0492 SUPERSEDED SURVEY CONTROL AK0492 AK0492 NAVD 88 (12/21/95) 12.977 (m) 42.58 (f) UNKNOWN 1 2 AK0492 AK0492.Superseded values are not recommended for survey control. AK0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK0492.See file dsdata.txt to determine how the superseded data were derived. AK0492 AK0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM981566(NAD 83) AK0492_MARKER: DV = VERTICAL CONTROL DISK AK0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AK0492_STAMPING: K 78 RESET 1970 AK0492_MARK LOGO: NGS AK0492_MAGNETIC: N = NO MAGNETIC MATERIAL AK0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AK0492+STABILITY: SURFACE MOTION AK0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AK0492+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1996 AK0492 AK0492 HISTORY - Date Condition Report By AK0492 HISTORY - 1970 MONUMENTED NGS AK0492 HISTORY - 19920726 GOOD FLDNR AK0492 HISTORY - 19960615 GOOD NGS AK0492 AK0492 STATION DESCRIPTION AK0492 AK0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AK0492'AT CHRISTMAS. AK0492'ALONG THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 50, 0.1 MILE AK0492'WEST OF THE NEW POST OFFICE AT CHRISTMAS, 79 FEET SOUTH OF THE AK0492'SOUTH EDGE OF A CITRUS GROVE, 12 FEET SOUTH-SOUTHWEST OF FENCE AK0492'CORNER, 1 FOOT WEST OF WITNESS POST AND 0.5 FEET SOUTH OF AK0492'RIGHT OF WAY. SET IN THE TOP OF A ROUND CONCRETE POST WHICH AK0492'PROJECTS 2 INCHES. AK0492 AK0492 STATION RECOVERY (1992) AK0492 AK0492'RECOVERY NOTE BY FL DEPT OF NAT RES 1992 AK0492'THE MARK IS AS CHRISTMAS IN SECTION 33, TOWNSHIP 22 SOUTH, RANGE 33 AK0492'EAST. AK0492'TO REACH THE MARK FROM THE POST OFFICE IN CHRISTMAS, GO WEST ON STATE AK0492'ROAD 50 FOR 0.05 MI (0.08 KM) TO THE MARK ON THE RIGHT, SET IN THE AK0492'TOP OF A CONCRETE MONUMENT, 4.0 FT (1.2 M) BELOW THE LEVEL OF STATE AK0492'ROAD 50 AND 0.1 FT (3.0 CM) ABOVE THE LEVEL OF THE GROUND. AK0492'LOCATED 58.8 FT (17.9 M) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE AK0492'OF STATE ROAD 50, 44.7 FT (13.6 M) EAST OF TRIANGULATION STATION AK0492'CHRISTMAS 2 1970, 14.4 FT (4.4 M) NORTHEAST OF THE EAST END OF A PIPE AK0492'CULVERT FOR A DIRT DRIVEWAY OVER THE DITCH, 14.0 FT (4.3 M) AK0492'NORTH-NORTHEAST OF A LIVE OAK TREE AND 1.1 FT (0.3 M) SOUTHEAST OF A AK0492'METAL WITNESS POST. AK0492 AK0492 STATION RECOVERY (1996) AK0492 AK0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RKW) AK0492'TO REACH THE MARK FROM THE NEW POST OFFICE IN CHRISTMAS, GO EAST ON AK0492'STATE ROAD 50 FOR 0.05 MI (0.08 KM) TO THE MARK ON THE LEFT, LOCATED AK0492'59.6 FT (18.2 M) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF AK0492'STATE ROAD 50, 45.2 FT (13.8 M) EAST OF TRIANGULAR STATION CHRISTMAS 2 AK0492'1970, 12.6 FT (3.8 M) NORTHEAST OF THE CENTER OF THE EAST END OF THE AK0492'PIPE CULVERT, 14.0 FT (4.3 M) SOUTH-SOUTHWEST OF A LIVE OAK TREE AND AK0492'0.9 FT (27.4 CM) SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9852 *********************************************************************** DE9852 DESIGNATION - L 448 DE9852 PID - DE9852 DE9852 STATE/COUNTY- FL/ORANGE DE9852 USGS QUAD - ORLANDO EAST (1980) DE9852 DE9852 *CURRENT SURVEY CONTROL DE9852 ___________________________________________________________________ DE9852* NAD 83(1986)- 28 30 36. (N) 081 15 48. (W) SCALED DE9852* NAVD 88 - 24.899 (meters) 81.69 (feet) ADJUSTED DE9852 ___________________________________________________________________ DE9852 GEOID HEIGHT- -27.88 (meters) GEOID99 DE9852 DYNAMIC HT - 24.863 (meters) 81.57 (feet) COMP DE9852 MODELED GRAV- 979,196.3 (mgal) NAVD 88 DE9852 DE9852 VERT ORDER - SECOND CLASS I DE9852 DE9852.The horizontal coordinates were scaled from a topographic map and have DE9852.an estimated accuracy of +/- 6 seconds. DE9852 DE9852.The orthometric height was determined by differential leveling DE9852.and adjusted by the National Geodetic Survey in November 2003. DE9852 DE9852.The geoid height was determined by GEOID99. DE9852 DE9852.The dynamic height is computed by dividing the NAVD 88 DE9852.geopotential number by the normal gravity value computed on the DE9852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9852.degrees latitude (g = 980.6199 gals.). DE9852 DE9852.The modeled gravity was interpolated from observed gravity values. DE9852 DE9852; North East Units Estimated Accuracy DE9852;SPC FL E - 462,750. 174,220. MT (+/- 180 meters Scaled) DE9852 DE9852 SUPERSEDED SURVEY CONTROL DE9852 DE9852.No superseded survey control is available for this station. DE9852 DE9852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM742537(NAD 83) DE9852_MARKER: DV = VERTICAL CONTROL DISK DE9852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9852_STAMPING: L 448 1997 DE9852_MARK LOGO: NGS DE9852_MAGNETIC: N = NO MAGNETIC MATERIAL DE9852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9852+STABILITY: SURFACE MOTION DE9852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9852+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9852 DE9852 HISTORY - Date Condition Report By DE9852 HISTORY - 1997 MONUMENTED FLDEP DE9852 DE9852 STATION DESCRIPTION DE9852 DE9852'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM) DE9852'THE MARK IS ABOUT 7.8 MI (12.6 KM) EAST OF ORLANDO, 5.5 MI (8.9 KM) DE9852'SOUTHEAST OF WINTER PARK ON CURRY FORD ROAD (COUNTY ROAD 425) IN DE9852'SECTION 1, TOWNSHIP 23 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM DE9852'THE INTERSECTION OF SEMORAM BOULEVARD (STATE ROAD 436) AND CURRY FORD DE9852'ROAD (COUNTY ROAD 552) ON THE EAST SIDE OF ORLANDO, GO SOUTHEAST ON DE9852'CURRY RORD ROAD FOR 3.15 MI (5.07 KM) TO THE MARK ON THE LEFT, SET IN DE9852'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND 1.5 FT DE9852'(0.5 M) BELOW THE LEVEL OF CURRY FORD ROAD. LOCATED 54.0 FT (16.5 M) DE9852'NORTH OF THE CENTERLINE OF CURRY FORD ROAD, 45.2 FT (13.8 M) NORTHWEST DE9852'OF A FIRE HYDRANT, 42.4 FT (12.9 M) EAST OF THE SOUTHWEST CORNER OF A DE9852'CHAIN-LINK FENCE, 20.6 FT (6.3 M) EAST OF THE CENTER OF A GATE, 1.3 FT DE9852'(0.4 M) SOUTH OF A 6.0 FT (1.8 M) TALL CHAIN-LINK FENCE AND 1.2 FT DE9852'(0.4 M) SOUTH OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9933 *********************************************************************** DE9933 DESIGNATION - L 458 DE9933 PID - DE9933 DE9933 STATE/COUNTY- FL/ORANGE DE9933 USGS QUAD - FOREST CITY (1980) DE9933 DE9933 *CURRENT SURVEY CONTROL DE9933 ___________________________________________________________________ DE9933* NAD 83(1986)- 28 41 41. (N) 081 28 05. (W) SCALED DE9933* NAVD 88 - 29.849 (meters) 97.93 (feet) ADJUSTED DE9933 ___________________________________________________________________ DE9933 GEOID HEIGHT- -27.58 (meters) GEOID99 DE9933 DYNAMIC HT - 29.806 (meters) 97.79 (feet) COMP DE9933 MODELED GRAV- 979,225.2 (mgal) NAVD 88 DE9933 DE9933 VERT ORDER - SECOND CLASS I DE9933 DE9933.The horizontal coordinates were scaled from a topographic map and have DE9933.an estimated accuracy of +/- 6 seconds. DE9933 DE9933.The orthometric height was determined by differential leveling DE9933.and adjusted by the National Geodetic Survey in November 2003. DE9933 DE9933.The geoid height was determined by GEOID99. DE9933 DE9933.The dynamic height is computed by dividing the NAVD 88 DE9933.geopotential number by the normal gravity value computed on the DE9933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9933.degrees latitude (g = 980.6199 gals.). DE9933 DE9933.The modeled gravity was interpolated from observed gravity values. DE9933 DE9933; North East Units Estimated Accuracy DE9933;SPC FL E - 483,290. 154,260. MT (+/- 180 meters Scaled) DE9933 DE9933 SUPERSEDED SURVEY CONTROL DE9933 DE9933.No superseded survey control is available for this station. DE9933 DE9933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM542742(NAD 83) DE9933_MARKER: DD = SURVEY DISK DE9933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9933_STAMPING: L 458 1997 DE9933_MARK LOGO: FLDNR DE9933_MAGNETIC: N = NO MAGNETIC MATERIAL DE9933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9933+STABILITY: SURFACE MOTION DE9933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9933+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9933 DE9933 HISTORY - Date Condition Report By DE9933 HISTORY - 1997 MONUMENTED FLDEP DE9933 DE9933 STATION DESCRIPTION DE9933 DE9933'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ) DE9933'THE MARK IS ABOUT 7.3 MI (11.7 KM) WEST OF THE INTERSECTION OF STATE DE9933'ROAD 434 AND COUNTY ROAD 427 IN LONGWOOD, IN SECTION 1, TOWNSHIP 21 DE9933'SOUTH, RANGE 28 EAST. TO REACH THE MARK FROM THE POST OFFICE ON WEKIVA DE9933'SPRINGS ROAD IN LONGWOOD, GO WESTERLY ON WEKIVA SPRINGS ROAD FOR 3.3 DE9933'MI (5.3 KM) TO A SHARP CURVE LEFT, CONTINUE THRU THE CURVE LEFT AND GO DE9933'SOUTH FOR 1.0 MI (1.6 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF DE9933'A ROUND CONCRETE MONUMENT FLUSH WITH GROUND AND ABOUT 0.5 FT (15.2 CM) DE9933'ABOVE THE LEVEL OF WEKIVA SPRINGS ROAD. LOCATED 47.5 FT (14.5 M) WEST DE9933'OF THE APPROXIMATE CENTERLINE OF WEKIVA SPRINGS ROAD, 28.0 FT (8.5 M) DE9933'EAST OF A 4.0 FT (1.2 M) TALL RED BRICK WALL, 15.4 FT (4.7 M) WEST OF DE9933'THE WEST EDGE OF A CONCRETE SIDEWALK, 14.3 FT (4.4 M) NORTH OF THE DE9933'APPROXIMATE CENTERLINE OF A PRIVATE DRIVE TO 812 WEKIVA SPRINGS ROAD DE9933'AND 2.6 FT (0.8 M) WEST OF A POWER POLE WITH ONE GUY WIRE, ONE DE9933'TRANSFORMER AND A METAL WITNESS SIGN ATTACHED ABOUT 2.0 FT (0.6 M) DE9933'ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9848 *********************************************************************** DE9848 DESIGNATION - L 809 017 DE9848 PID - DE9848 DE9848 STATE/COUNTY- FL/ORANGE DE9848 USGS QUAD - OVIEDO SW (1980) DE9848 DE9848 *CURRENT SURVEY CONTROL DE9848 ___________________________________________________________________ DE9848* NAD 83(1986)- 28 32 49. (N) 081 14 39. (W) SCALED DE9848* NAVD 88 - 30.891 (meters) 101.35 (feet) ADJUSTED DE9848 ___________________________________________________________________ DE9848 GEOID HEIGHT- -27.87 (meters) GEOID99 DE9848 DYNAMIC HT - 30.846 (meters) 101.20 (feet) COMP DE9848 MODELED GRAV- 979,203.1 (mgal) NAVD 88 DE9848 DE9848 VERT ORDER - SECOND CLASS I DE9848 DE9848.The horizontal coordinates were scaled from a topographic map and have DE9848.an estimated accuracy of +/- 6 seconds. DE9848 DE9848.The orthometric height was determined by differential leveling DE9848.and adjusted by the National Geodetic Survey in November 2003. DE9848 DE9848.The geoid height was determined by GEOID99. DE9848 DE9848.The dynamic height is computed by dividing the NAVD 88 DE9848.geopotential number by the normal gravity value computed on the DE9848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9848.degrees latitude (g = 980.6199 gals.). DE9848 DE9848.The modeled gravity was interpolated from observed gravity values. DE9848 DE9848; North East Units Estimated Accuracy DE9848;SPC FL E - 466,840. 176,110. MT (+/- 180 meters Scaled) DE9848 DE9848 SUPERSEDED SURVEY CONTROL DE9848 DE9848.No superseded survey control is available for this station. DE9848 DE9848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM761578(NAD 83) DE9848_MARKER: DD = SURVEY DISK DE9848_SETTING: 31 = BRIDGE GUARDRAIL DE9848_STAMPING: L-809-017 DE9848_MARK LOGO: FLDT DE9848_MAGNETIC: N = NO MAGNETIC MATERIAL DE9848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE9848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9848+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9848 DE9848 HISTORY - Date Condition Report By DE9848 HISTORY - 1997 MONUMENTED FLDEP DE9848 DE9848 STATION DESCRIPTION DE9848 DE9848'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM) DE9848'THE MARK IS ABOUT 9.0 MI (14.5 KM) EAST OF ORLANDO, 8.0 MI (12.9 KM) DE9848'WEST OF BITHLO, 1.5 MI (2.4 KM) SOUTH OF UNION PARK ON DEAN ROAD DE9848'(COUNTY ROAD 425) IN SECTION 29, TOWNSHIP 22 SOUTH, RANGE 31 EAST. TO DE9848'REACH THE MARK FROM THE POST OFFICE IN UNION PARK, AT THE INERTSECTION DE9848'OF STATE ROAD 50 (COLONIAL DRIVE) AND ECONLOCKHATCHEE TRAIL, GO EAST DE9848'ON STATE ROAD 50 (EAST OCLONIAL DRIVE) FOR 0.5 MI (0.8 KM) TO THE DE9848'INTERSECTION OF DEAN ROAD (COUNTY ROAD 425), TURN RIGHT ON DEAN ROAD DE9848'(COUNTY ROAD 425) AND GO SOUTH FOR 1.5 MI (2.4 KM) TO THE INTERSECTION DE9848'OF THE EAST-WEST EXPWY AND THE MARK ON THE LEFT, SET IN TOP OF THE DE9848'NORTHEAST END OF THE BRIDGE GUARDRAIL OVER THE EAST-WEST EXPWY, 2.5 FT DE9848'(0.8 M) ABOVE THE LEVEL OF DEAN ROAD (COUNTY ROAD 525). LOCATED 41.6 DE9848'FT (12.7 M) EAST OF THE CENTERLINE OF DEAN ROAD. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9854 *********************************************************************** DE9854 DESIGNATION - M 448 DE9854 PID - DE9854 DE9854 STATE/COUNTY- FL/ORANGE DE9854 USGS QUAD - ORLANDO EAST (1980) DE9854 DE9854 *CURRENT SURVEY CONTROL DE9854 ___________________________________________________________________ DE9854* NAD 83(1986)- 28 30 52. (N) 081 17 17. (W) SCALED DE9854* NAVD 88 - 27.251 (meters) 89.41 (feet) ADJUSTED DE9854 ___________________________________________________________________ DE9854 GEOID HEIGHT- -27.84 (meters) GEOID99 DE9854 DYNAMIC HT - 27.211 (meters) 89.27 (feet) COMP DE9854 MODELED GRAV- 979,197.6 (mgal) NAVD 88 DE9854 DE9854 VERT ORDER - SECOND CLASS I DE9854 DE9854.The horizontal coordinates were scaled from a topographic map and have DE9854.an estimated accuracy of +/- 6 seconds. DE9854 DE9854.The orthometric height was determined by differential leveling DE9854.and adjusted by the National Geodetic Survey in November 2003. DE9854 DE9854.The geoid height was determined by GEOID99. DE9854 DE9854.The dynamic height is computed by dividing the NAVD 88 DE9854.geopotential number by the normal gravity value computed on the DE9854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9854.degrees latitude (g = 980.6199 gals.). DE9854 DE9854.The modeled gravity was interpolated from observed gravity values. DE9854 DE9854; North East Units Estimated Accuracy DE9854;SPC FL E - 463,250. 171,800. MT (+/- 180 meters Scaled) DE9854 DE9854 SUPERSEDED SURVEY CONTROL DE9854 DE9854.No superseded survey control is available for this station. DE9854 DE9854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM718542(NAD 83) DE9854_MARKER: DD = SURVEY DISK DE9854_SETTING: 31 = STORM DRAIN DE9854_STAMPING: M 448 1997 DE9854_MARK LOGO: FLDNR DE9854_MAGNETIC: N = NO MAGNETIC MATERIAL DE9854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE9854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9854+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9854 DE9854 HISTORY - Date Condition Report By DE9854 HISTORY - 1997 MONUMENTED FLDEP DE9854 DE9854 STATION DESCRIPTION DE9854 DE9854'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM) DE9854'THE MARK IS ABOUT 6.2 MI (10.0 KM) EAST OF ORLANDO, 5.0 MI (8.0 KM) DE9854'SOUTHEAST OF WINTER PARK ON CURRY FORD ROAD (COUNTY ROAD 425) IN DE9854'SECTION 2, TOWNSHIP 23 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM DE9854'THE INTERSECTION OF SEMORAN BOULEVARD (STATE ROAS 436) AND CURRY FORD DE9854'ROAD (COUNTY ROAD 552) ON THE EAST SIDE OF ORLANDO, GO SOUTHEAST ON DE9854'CURRY FORD ROAD FOR 1.6 MI (2.6 KM) TO THE MARK ON THE RIGHT, SET IN DE9854'TOP OF 6.0 FT (1.8 M) ROUND STORM DRAIN 0.3 FT (9.1 CM) ABOVE THE DE9854'LEVEL OF THE GROUND AND 0.6 FT (18.3 CM) ABOVE THE LEVEL OF CURRY FORD DE9854'ROAD. LOCATED 70.0 FT (21.3 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE DE9854'OF CURRY FORD ROAD, 60.8 FT (18.5 M) EAST-SOUTHEAST OF THE NORTHEAST DE9854'CORNER OF CURRY FORD EAST SHOPPING CENTER, 40.0 FT (12.2 M) DE9854'WEST-NORTHWEST OF THE NORTH CORNER OF A 6.0 FT (1.8 M) TALL BLOCK WALL DE9854'AND 1.0 FT (0.3 M) SOUTHWEST OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9934 *********************************************************************** DE9934 DESIGNATION - M 458 DE9934 PID - DE9934 DE9934 STATE/COUNTY- FL/ORANGE DE9934 USGS QUAD - FOREST CITY (1980) DE9934 DE9934 *CURRENT SURVEY CONTROL DE9934 ___________________________________________________________________ DE9934* NAD 83(1986)- 28 40 44. (N) 081 28 04. (W) SCALED DE9934* NAVD 88 - 34.856 (meters) 114.36 (feet) ADJUSTED DE9934 ___________________________________________________________________ DE9934 GEOID HEIGHT- -27.57 (meters) GEOID99 DE9934 DYNAMIC HT - 34.806 (meters) 114.19 (feet) COMP DE9934 MODELED GRAV- 979,223.2 (mgal) NAVD 88 DE9934 DE9934 VERT ORDER - SECOND CLASS I DE9934 DE9934.The horizontal coordinates were scaled from a topographic map and have DE9934.an estimated accuracy of +/- 6 seconds. DE9934 DE9934.The orthometric height was determined by differential leveling DE9934.and adjusted by the National Geodetic Survey in November 2003. DE9934 DE9934.The geoid height was determined by GEOID99. DE9934 DE9934.The dynamic height is computed by dividing the NAVD 88 DE9934.geopotential number by the normal gravity value computed on the DE9934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9934.degrees latitude (g = 980.6199 gals.). DE9934 DE9934.The modeled gravity was interpolated from observed gravity values. DE9934 DE9934; North East Units Estimated Accuracy DE9934;SPC FL E - 481,530. 154,280. MT (+/- 180 meters Scaled) DE9934 DE9934 SUPERSEDED SURVEY CONTROL DE9934 DE9934.No superseded survey control is available for this station. DE9934 DE9934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM542725(NAD 83) DE9934_MARKER: F = FLANGE-ENCASED ROD DE9934_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DE9934_STAMPING: M 458 1997 DE9934_MARK LOGO: NGS DE9934_PROJECTION: FLUSH DE9934_MAGNETIC: N = NO MAGNETIC MATERIAL DE9934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE9934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9934+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9934_ROD/PIPE-DEPTH: 22.6 meters DE9934 DE9934 HISTORY - Date Condition Report By DE9934 HISTORY - 1997 MONUMENTED FLDEP DE9934 DE9934 STATION DESCRIPTION DE9934 DE9934'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ) DE9934'THE MARK IS ABOUT 7.4 MI (11.9 KM) WEST OF THE INTERSECTION OF STATE DE9934'ROAD 434 AND COUNTY ROAD 427 IN LONGWOOD, IN SECTION 12, TOWNSHIP 21 DE9934'SOUTH, RANGE 28 EAST. TO REACH THE MARK FROM THE POST OFFICE ON WEKIVA DE9934'SPRINGS ROAD IN LONGWOOD, GO WESTERLY ON WEKIVA SPRINGS ROAD FOR 3.3 DE9934'MI (5.3 KM) TO A SHARP CURVE LEFT, CONTINUE THRU THE CURVE LEFT AND GO DE9934'SOUTH FOR 2.05 MI (3.30 KM) TO THE MARK ON THE LEFT, A STAINLESS STEEL DE9934'ROD DRIVEN TO REFUSAL AT A DEPTH OF 74.0 FT (22.6 M) WITH A LOGO CAP DE9934'SET FLUSH WITH GROUND AND ABOUT 0.5 FT (15.2 CM) ABOVE THE LEVEL OF DE9934'WEKIVA SPRINGS ROAD THE DATUM POINT IS RECESSED 0.2 FT (6.1 CM) BELOW DE9934'THE LEVEL OF LOGO CAP. LOCATED 34.7 FT (10.6 M) EAST OF THE DE9934'APPROXIMATE CENTERLINE OF WEKIVA SPRINGS ROAD, 17.2 FT (5.2 M) NORTH DE9934'OF THE APPROXIMATE CENTERLINE OF A DIRT DRIVEWAY TO THE NEW LIFE DE9934'PRAISE WORSHIP CENTER, 13.6 FT (4.1 M) WEST OF A POWER POLE WITH TWO DE9934'GUY WIRES ATTACHED, 7.6 FT (2.3 M) EAST OF A POWER POLE WITH ONE GUY DE9934'WIRE, ONE TRANSFORMER AND A METAL WITNESS SIGN ATTACHED AT THE BASE DE9934'ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL OF THE GROUND. NOTE ACCESS TO DE9934'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9855 *********************************************************************** DE9855 DESIGNATION - N 448 DE9855 PID - DE9855 DE9855 STATE/COUNTY- FL/ORANGE DE9855 USGS QUAD - ORLANDO EAST (1980) DE9855 DE9855 *CURRENT SURVEY CONTROL DE9855 ___________________________________________________________________ DE9855* NAD 83(1986)- 28 31 04. (N) 081 17 40. (W) SCALED DE9855* NAVD 88 - 27.698 (meters) 90.87 (feet) ADJUSTED DE9855 ___________________________________________________________________ DE9855 GEOID HEIGHT- -27.82 (meters) GEOID99 DE9855 DYNAMIC HT - 27.658 (meters) 90.74 (feet) COMP DE9855 MODELED GRAV- 979,198.3 (mgal) NAVD 88 DE9855 DE9855 VERT ORDER - SECOND CLASS I DE9855 DE9855.The horizontal coordinates were scaled from a topographic map and have DE9855.an estimated accuracy of +/- 6 seconds. DE9855 DE9855.The orthometric height was determined by differential leveling DE9855.and adjusted by the National Geodetic Survey in November 2003. DE9855 DE9855.The geoid height was determined by GEOID99. DE9855 DE9855.The dynamic height is computed by dividing the NAVD 88 DE9855.geopotential number by the normal gravity value computed on the DE9855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9855.degrees latitude (g = 980.6199 gals.). DE9855 DE9855.The modeled gravity was interpolated from observed gravity values. DE9855 DE9855; North East Units Estimated Accuracy DE9855;SPC FL E - 463,620. 171,180. MT (+/- 180 meters Scaled) DE9855 DE9855 SUPERSEDED SURVEY CONTROL DE9855 DE9855.No superseded survey control is available for this station. DE9855 DE9855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM711545(NAD 83) DE9855_MARKER: DV = VERTICAL CONTROL DISK DE9855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9855_STAMPING: N 448 1997 DE9855_MARK LOGO: NGS DE9855_MAGNETIC: N = NO MAGNETIC MATERIAL DE9855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9855+STABILITY: SURFACE MOTION DE9855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9855+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9855 DE9855 HISTORY - Date Condition Report By DE9855 HISTORY - 1997 MONUMENTED FLDEP DE9855 DE9855 STATION DESCRIPTION DE9855 DE9855'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM) DE9855'THE MARK IS ABOUT 5.8 MI (9.3 KM) EAST OF ORLANDO, 4.5 MI (7.2 KM) DE9855'SOUTH OF WINTER PARK ON CURRY FORD ROAD (COUNTY ROAD 425) IN SECTION DE9855'3, TOWNSHIP 23 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM THE DE9855'INTERSECTION OF SEMORAN BOULEVARD (STATE ROAD 436) AND CURRY FORD ROAD DE9855'(COUNTY ROAD 552) ON THE EAST SIDE OF ORLANDO, GO SOUTHEAST ON CURRY DE9855'FORD ROAD FOR 1.05 MI (1.69 KM) TO THE MARK ON THE LEFT, SET IN THE DE9855'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND 1.5 FT (0.5 DE9855'M) BELOW THE LEVEL OF CURRY FORD ROAD. LOCATED 210.0 FT (64.0 M) WEST DE9855'OF THE CENTERLINE OF COLTON DRIVE SOUTH 2400, 61.5 FT (18.7 M) NORTH DE9855'OF THE CENTERLINE OF THE WESTBOUND LANES OF CURRY FORD ROAD, 14.5 FT DE9855'(4.4 M) WEST OF THE CENTER OF A GATE, 1.3 FT (0.4 M) SOUTH OF A FENCE DE9855'AND 1.2 FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9954 *********************************************************************** DE9954 DESIGNATION - ORA 279 H DE9954 PID - DE9954 DE9954 STATE/COUNTY- FL/ORANGE DE9954 USGS QUAD - BITHLO (1980) DE9954 DE9954 *CURRENT SURVEY CONTROL DE9954 ___________________________________________________________________ DE9954* NAD 83(1986)- 28 31 48. (N) 081 00 32. (W) SCALED DE9954* NAVD 88 - 15.683 (meters) 51.45 (feet) ADJUSTED DE9954 ___________________________________________________________________ DE9954 GEOID HEIGHT- -28.04 (meters) GEOID99 DE9954 DYNAMIC HT - 15.660 (meters) 51.38 (feet) COMP DE9954 MODELED GRAV- 979,208.7 (mgal) NAVD 88 DE9954 DE9954 VERT ORDER - SECOND CLASS I DE9954 DE9954.The horizontal coordinates were scaled from a topographic map and have DE9954.an estimated accuracy of +/- 6 seconds. DE9954 DE9954.The orthometric height was determined by differential leveling DE9954.and adjusted by the National Geodetic Survey in November 2003. DE9954 DE9954.The geoid height was determined by GEOID99. DE9954 DE9954.The dynamic height is computed by dividing the NAVD 88 DE9954.geopotential number by the normal gravity value computed on the DE9954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9954.degrees latitude (g = 980.6199 gals.). DE9954 DE9954.The modeled gravity was interpolated from observed gravity values. DE9954 DE9954; North East Units Estimated Accuracy DE9954;SPC FL E - 464,940. 199,130. MT (+/- 180 meters Scaled) DE9954 DE9954 SUPERSEDED SURVEY CONTROL DE9954 DE9954.No superseded survey control is available for this station. DE9954 DE9954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM991559(NAD 83) DE9954_MARKER: DD = SURVEY DISK DE9954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9954_STAMPING: ORA 279 H 1982 JWG DE9954_MARK LOGO: FLDNR DE9954_MAGNETIC: N = NO MAGNETIC MATERIAL DE9954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9954+STABILITY: SURFACE MOTION DE9954_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9954+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1997 DE9954 DE9954 HISTORY - Date Condition Report By DE9954 HISTORY - 1982 MONUMENTED FLDNR DE9954 HISTORY - 19970504 GOOD FLDEP DE9954 DE9954 STATION DESCRIPTION DE9954 DE9954'DESCRIBED BY FL DEPT OF ENV PRO 1997 (RKW) DE9954'THE STATION IS ABOUT 13.5 MI (21.7 KM) WEST OF INDIAN RIVER CITY, 0.8 DE9954'SOUTHEAST OF CHRISTMAS IN SECTION 34, TOWNSHIP 22 SOUTH, RANGE 33 DE9954'EAST. TO REACH THE STATION FROM THE POST OFFICE IN CHRISTMAS, GO EAST DE9954'ON STATE ROAD 50 FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF TAYLOR CREEK DE9954'ROAD ON THE RIGHT, TURN RIGHT ON TAYLOR CREEK ROAD AND GO SOUTHEAST DE9954'FOR 0.5 MI (0.8 KM) TO HOUSE NUMBER 1168 TAYLOR CREEK ROAD ON THE DE9954'RIGHT AND THE STATION ON THE LEFT, SET IN THE TOP OF A CONCRETE DE9954'MONUMENT RECESSED 0.5 FT (15.2 CM) BELOW THE LEVEL OF THE GROUND AND DE9954'ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF TAYLOR CREEK ROAD. LOCATED DE9954'64.3 FT (19.6 M) SOUTH OF ORA 279 H RM2 1982 JWG, 27.0 FT (8.2 M) DE9954'SOUTH-SOUTHWEST OF POWER POLE NUMBER 76713, 14.6 FT (4.5 M) EAST OF DE9954'THE APPROXIMATE CENTERLINE OF TAYLOR CREEK ROAD AND 3.5 FT (1.1 M) DE9954'WEST OF A METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9955 *********************************************************************** DE9955 DESIGNATION - ORA 279 H RM 2 DE9955 PID - DE9955 DE9955 STATE/COUNTY- FL/ORANGE DE9955 USGS QUAD - BITHLO (1980) DE9955 DE9955 *CURRENT SURVEY CONTROL DE9955 ___________________________________________________________________ DE9955* NAD 83(1986)- 28 31 49. (N) 081 00 32. (W) SCALED DE9955* NAVD 88 - 15.461 (meters) 50.73 (feet) ADJUSTED DE9955 ___________________________________________________________________ DE9955 GEOID HEIGHT- -28.04 (meters) GEOID99 DE9955 DYNAMIC HT - 15.439 (meters) 50.65 (feet) COMP DE9955 MODELED GRAV- 979,208.7 (mgal) NAVD 88 DE9955 DE9955 VERT ORDER - SECOND CLASS I DE9955 DE9955.The horizontal coordinates were scaled from a topographic map and have DE9955.an estimated accuracy of +/- 6 seconds. DE9955 DE9955.The orthometric height was determined by differential leveling DE9955.and adjusted by the National Geodetic Survey in November 2003. DE9955 DE9955.The geoid height was determined by GEOID99. DE9955 DE9955.The dynamic height is computed by dividing the NAVD 88 DE9955.geopotential number by the normal gravity value computed on the DE9955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9955.degrees latitude (g = 980.6199 gals.). DE9955 DE9955.The modeled gravity was interpolated from observed gravity values. DE9955 DE9955; North East Units Estimated Accuracy DE9955;SPC FL E - 464,970. 199,130. MT (+/- 180 meters Scaled) DE9955 DE9955 SUPERSEDED SURVEY CONTROL DE9955 DE9955.No superseded survey control is available for this station. DE9955 DE9955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM991559(NAD 83) DE9955_MARKER: DD = SURVEY DISK DE9955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9955_STAMPING: ORA 279 H RM 2 1982 JWG DE9955_MARK LOGO: FLDNR DE9955_MAGNETIC: N = NO MAGNETIC MATERIAL DE9955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9955+STABILITY: SURFACE MOTION DE9955 DE9955 HISTORY - Date Condition Report By DE9955 HISTORY - 1982 MONUMENTED FLDNR DE9955 HISTORY - 19970503 GOOD FLDEP DE9955 DE9955 STATION DESCRIPTION DE9955 DE9955'DESCRIBED BY FL DEPT OF ENV PRO 1997 (RKW) DE9955'THE MARK IS ABOUT 13.5 MI (21.7 KM) WEST OF INDIAN RIVER CITY, 0.8 DE9955'SOUTHEAST OF CHRISTMAS IN SECTION 34, TOWNSHIP 22 SOUTH, RANGE 33 DE9955'EAST. TO REACH THE MARK FROM THE POST OFFICE IN CHRISTMAS, GO EAST ON DE9955'STATE ROAD 50 FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF TAYLOR CREEK DE9955'ROAD ON THE RIGHT, TURN RIGHT ON TAYLOR CREEK ROAD AND GO SOUTHEAST DE9955'FOR 0.5 MI (0.8 KM) TO HOUSE NUMBER 1168 TAYLOR CREEK ROAD ON THE DE9955'RIGHT AND THE MARK ON THE LEFT, SET IN THE TOP OF A CONCRETE MONUMENT DE9955'RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.8 DE9955'FT (24.4 CM) BELOW THE LEVEL OF TAYLOR CREEK ROAD. LOCATED 64.3 FT DE9955'(19.6 M) NORTH OF STATION ORA 279 H 1982 JWG, 39.8 FT (12.1 M) DE9955'NORTH-NORTHWEST OF POWER POLE NUMBER 76713, 15.6 FT (4.8 M) EAST OF DE9955'THE APPROXIMATE CENTERLINE OF TAYLOR CREEK ROAD, 14.5 FT (4.4 M) WEST DE9955'OF THE FENCELINE AND 2.0 FT (0.6 M) WEST OF A METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9956 *********************************************************************** DE9956 DESIGNATION - ORA 280 H DE9956 PID - DE9956 DE9956 STATE/COUNTY- FL/ORANGE DE9956 USGS QUAD - BITHLO (1980) DE9956 DE9956 *CURRENT SURVEY CONTROL DE9956 ___________________________________________________________________ DE9956* NAD 83(1986)- 28 31 38. (N) 081 00 30. (W) SCALED DE9956* NAVD 88 - 16.086 (meters) 52.78 (feet) ADJUSTED DE9956 ___________________________________________________________________ DE9956 GEOID HEIGHT- -28.04 (meters) GEOID99 DE9956 DYNAMIC HT - 16.063 (meters) 52.70 (feet) COMP DE9956 MODELED GRAV- 979,208.3 (mgal) NAVD 88 DE9956 DE9956 VERT ORDER - SECOND CLASS I DE9956 DE9956.The horizontal coordinates were scaled from a topographic map and have DE9956.an estimated accuracy of +/- 6 seconds. DE9956 DE9956.The orthometric height was determined by differential leveling DE9956.and adjusted by the National Geodetic Survey in November 2003. DE9956 DE9956.The geoid height was determined by GEOID99. DE9956 DE9956.The dynamic height is computed by dividing the NAVD 88 DE9956.geopotential number by the normal gravity value computed on the DE9956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9956.degrees latitude (g = 980.6199 gals.). DE9956 DE9956.The modeled gravity was interpolated from observed gravity values. DE9956 DE9956; North East Units Estimated Accuracy DE9956;SPC FL E - 464,630. 199,180. MT (+/- 180 meters Scaled) DE9956 DE9956 SUPERSEDED SURVEY CONTROL DE9956 DE9956.No superseded survey control is available for this station. DE9956 DE9956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM991556(NAD 83) DE9956_MARKER: DD = SURVEY DISK DE9956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9956_STAMPING: ORA 280 H 1982 JWG DE9956_MARK LOGO: FLDNR DE9956_MAGNETIC: N = NO MAGNETIC MATERIAL DE9956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9956+STABILITY: SURFACE MOTION DE9956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9956+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1997 DE9956 DE9956 HISTORY - Date Condition Report By DE9956 HISTORY - 1982 MONUMENTED FLDNR DE9956 HISTORY - 19970503 GOOD FLDEP DE9956 DE9956 STATION DESCRIPTION DE9956 DE9956'DESCRIBED BY FL DEPT OF ENV PRO 1997 (RKW) DE9956'THE STATION IS ABOUT 13.5 MI (21.7 KM) WEST OF INDIAN RIVER CITY, 1.0 DE9956'SOUTHEAST OF CHRISTMAS IN SECTION 34, TOWNSHIP 22 SOUTH, RANGE 33 DE9956'EAST. TO REACH THE STATION FROM THE POST OFFICE IN CHRISTMAS, GO EAST DE9956'ON STATE ROAD 50 FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF TAYLOR CREEK DE9956'ROAD ON THE RIGHT, TURN RIGHT ON TAYLOR CREEK ROAD AND GO SOUTHEAST DE9956'FOR 0.65 MI (1.05 KM) TO A MAILBOX NUMBER 1333 AND THE STATION ON THE DE9956'LEFT, SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) DE9956'BELOW THE LEVEL OF THE GROUND AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL DE9956'OF TAYLOR CREEK ROAD. LOCATED 47.8 FT (14.6 M) SOUTH OF POWER POLE DE9956'NUMBER 822236 WITH TWO GUY WIRES AND A TRANSFORMER ATTACHED, 33.3 FT DE9956'(10.1 M) SOUTH OF ORA 280 H 1982 JWG RM 1, 32.7 FT (10.0 M) NORTH OF DE9956'ORA H 1982 JWG RM 2, 30.5 FT (9.3 M) EAST OF THE APPROXIMATE DE9956'CENTERLINE OF TAYLOR CREEK ROAD, 13.5 FT (4.1 M) WEST OF THE FENCELINE DE9956'AND 3.1 FT (0.9 M) WEST OF A METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9958 *********************************************************************** DE9958 DESIGNATION - ORA 280 H RM 1 DE9958 PID - DE9958 DE9958 STATE/COUNTY- FL/ORANGE DE9958 USGS QUAD - BITHLO (1980) DE9958 DE9958 *CURRENT SURVEY CONTROL DE9958 ___________________________________________________________________ DE9958* NAD 83(1986)- 28 31 38. (N) 081 00 30. (W) SCALED DE9958* NAVD 88 - 16.167 (meters) 53.04 (feet) ADJUSTED DE9958 ___________________________________________________________________ DE9958 GEOID HEIGHT- -28.04 (meters) GEOID99 DE9958 DYNAMIC HT - 16.144 (meters) 52.97 (feet) COMP DE9958 MODELED GRAV- 979,208.3 (mgal) NAVD 88 DE9958 DE9958 VERT ORDER - SECOND CLASS I DE9958 DE9958.The horizontal coordinates were scaled from a topographic map and have DE9958.an estimated accuracy of +/- 6 seconds. DE9958 DE9958.The orthometric height was determined by differential leveling DE9958.and adjusted by the National Geodetic Survey in November 2003. DE9958 DE9958.The geoid height was determined by GEOID99. DE9958 DE9958.The dynamic height is computed by dividing the NAVD 88 DE9958.geopotential number by the normal gravity value computed on the DE9958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9958.degrees latitude (g = 980.6199 gals.). DE9958 DE9958.The modeled gravity was interpolated from observed gravity values. DE9958 DE9958; North East Units Estimated Accuracy DE9958;SPC FL E - 464,630. 199,180. MT (+/- 180 meters Scaled) DE9958 DE9958 SUPERSEDED SURVEY CONTROL DE9958 DE9958.No superseded survey control is available for this station. DE9958 DE9958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM991556(NAD 83) DE9958_MARKER: DD = SURVEY DISK DE9958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9958_STAMPING: ORA 280 H RM 1 1982 JWG DE9958_MARK LOGO: FLDNR DE9958_MAGNETIC: N = NO MAGNETIC MATERIAL DE9958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9958+STABILITY: SURFACE MOTION DE9958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9958+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1997 DE9958 DE9958 HISTORY - Date Condition Report By DE9958 HISTORY - 1982 MONUMENTED FLDNR DE9958 HISTORY - 19970503 GOOD FLDEP DE9958 DE9958 STATION DESCRIPTION DE9958 DE9958'DESCRIBED BY FL DEPT OF ENV PRO 1997 (RKW) DE9958'THE MARK IS ABOUT 13.5 MI (21.7 KM) WEST OF INDIAN RIVER CITY, 1.0 DE9958'SOUTHEAST OF CHRISTMAS IN SECTION 34, TOWNSHIP 22 SOUTH, RANGE 33 DE9958'EAST. TO REACH THE MARK FROM THE POST OFFICE IN CHRISTMAS, GO EAST ON DE9958'STATE ROAD 50 FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF TAYLOR CREEK DE9958'ROAD ON THE RIGHT, TURN RIGHT ON TAYLOR CREEK ROAD AND GO SOUTHEAST DE9958'FOR 0.65 MI (1.05 KM) TO A MAILBOX NUMBER 1333 AND THE MARK ON THE DE9958'LEFT, SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) DE9958'BELOW THE LEVEL OF THE GROUND AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL DE9958'OF TAYLOR CREEK ROAD. LOCATED 80.5 FT (24.5 M) SOUTH OF A POWER POLE DE9958'WITH TWO GUY WIRES AND A TRANSFORMER ATTACHED, 65.6 FT (20.0 M) SOUTH DE9958'OF ORA 280 H 1982 JWG RM 2, 32.7 FT (10.0 M) SOUTH OF STATION ORA H DE9958'1982 JWG, 28.4 FT (8.7 M) EAST OF THE APPROXIMATE CENTERLINE OF TAYLOR DE9958'CREEK ROAD, 12.2 FT (3.7 M) WEST OF THE FENCELINE AND 2.9 FT (0.9 M) DE9958'WEST OF A METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9957 *********************************************************************** DE9957 DESIGNATION - ORA 280 H RM 2 DE9957 PID - DE9957 DE9957 STATE/COUNTY- FL/ORANGE DE9957 USGS QUAD - BITHLO (1980) DE9957 DE9957 *CURRENT SURVEY CONTROL DE9957 ___________________________________________________________________ DE9957* NAD 83(1986)- 28 31 38. (N) 081 00 30. (W) SCALED DE9957* NAVD 88 - 16.132 (meters) 52.93 (feet) ADJUSTED DE9957 ___________________________________________________________________ DE9957 GEOID HEIGHT- -28.04 (meters) GEOID99 DE9957 DYNAMIC HT - 16.108 (meters) 52.85 (feet) COMP DE9957 MODELED GRAV- 979,208.3 (mgal) NAVD 88 DE9957 DE9957 VERT ORDER - SECOND CLASS I DE9957 DE9957.The horizontal coordinates were scaled from a topographic map and have DE9957.an estimated accuracy of +/- 6 seconds. DE9957 DE9957.The orthometric height was determined by differential leveling DE9957.and adjusted by the National Geodetic Survey in November 2003. DE9957 DE9957.The geoid height was determined by GEOID99. DE9957 DE9957.The dynamic height is computed by dividing the NAVD 88 DE9957.geopotential number by the normal gravity value computed on the DE9957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9957.degrees latitude (g = 980.6199 gals.). DE9957 DE9957.The modeled gravity was interpolated from observed gravity values. DE9957 DE9957; North East Units Estimated Accuracy DE9957;SPC FL E - 464,630. 199,180. MT (+/- 180 meters Scaled) DE9957 DE9957 SUPERSEDED SURVEY CONTROL DE9957 DE9957.No superseded survey control is available for this station. DE9957 DE9957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM991556(NAD 83) DE9957_MARKER: DD = SURVEY DISK DE9957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9957_STAMPING: ORA 280 H RM 2 1982 JWG DE9957_MARK LOGO: FLDNR DE9957_MAGNETIC: N = NO MAGNETIC MATERIAL DE9957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9957+STABILITY: SURFACE MOTION DE9957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9957+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1997 DE9957 DE9957 HISTORY - Date Condition Report By DE9957 HISTORY - 1982 MONUMENTED FLDNR DE9957 HISTORY - 19970503 GOOD FLDEP DE9957 DE9957 STATION DESCRIPTION DE9957 DE9957'DESCRIBED BY FL DEPT OF ENV PRO 1997 (RKW) DE9957'THE MARK IS ABOUT 13.5 MI (21.7 KM) WEST OF INDIAN RIVER CITY, 1.0 DE9957'SOUTHEAST OF CHRISTMAS IN SECTION 34, TOWNSHIP 22 SOUTH, RANGE 33 DE9957'EAST. TO REACH THE MARK FROM THE POST OFFICE IN CHRISTMAS, GO EAST ON DE9957'STATE ROAD 50 FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF TAYLOR CREEK DE9957'ROAD ON THE RIGHT, TURN RIGHT ON TAYLOR CREEK ROAD AND GO SOUTHEAST DE9957'FOR 0.65 MI (1.05 KM) TO A MAILBOX NUMBER 1333 AND THE MARK ON THE DE9957'LEFT, SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) DE9957'BELOW THE LEVEL OF THE GROUND AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL DE9957'OF TAYLOR CREEK ROAD. LOCATED 65.6 FT (20.0 M) NORTH OF ORA 280 H RM1 DE9957'1982 JWG, 33.3 FT (10.1 M) NORTH OF STATION ORA 280 H JWG, 29.3 FT DE9957'(8.9 M) EAST OF THE APPROXIMATE CENTERLINE OF TAYLOR CREEK ROAD, 15.0 DE9957'FT (4.6 M) SOUTH OF A POWER POLE WITH TWO GUY WIRES AND ONE DE9957'TRANSFORMER ATTACHED, 14.0 FT (4.3 M) WEST OF THE FENCELINE AND 3.1 FT DE9957'(0.9 M) WEST OF A METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9856 *********************************************************************** DE9856 DESIGNATION - P 448 DE9856 PID - DE9856 DE9856 STATE/COUNTY- FL/ORANGE DE9856 USGS QUAD - ORLANDO EAST (1980) DE9856 DE9856 *CURRENT SURVEY CONTROL DE9856 ___________________________________________________________________ DE9856* NAD 83(1986)- 28 31 25. (N) 081 18 37. (W) SCALED DE9856* NAVD 88 - 32.353 (meters) 106.14 (feet) ADJUSTED DE9856 ___________________________________________________________________ DE9856 GEOID HEIGHT- -27.80 (meters) GEOID99 DE9856 DYNAMIC HT - 32.306 (meters) 105.99 (feet) COMP DE9856 MODELED GRAV- 979,199.6 (mgal) NAVD 88 DE9856 DE9856 VERT ORDER - SECOND CLASS I DE9856 DE9856.The horizontal coordinates were scaled from a topographic map and have DE9856.an estimated accuracy of +/- 6 seconds. DE9856 DE9856.The orthometric height was determined by differential leveling DE9856.and adjusted by the National Geodetic Survey in November 2003. DE9856 DE9856.The geoid height was determined by GEOID99. DE9856 DE9856.The dynamic height is computed by dividing the NAVD 88 DE9856.geopotential number by the normal gravity value computed on the DE9856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9856.degrees latitude (g = 980.6199 gals.). DE9856 DE9856.The modeled gravity was interpolated from observed gravity values. DE9856 DE9856; North East Units Estimated Accuracy DE9856;SPC FL E - 464,270. 169,630. MT (+/- 180 meters Scaled) DE9856 DE9856 SUPERSEDED SURVEY CONTROL DE9856 DE9856.No superseded survey control is available for this station. DE9856 DE9856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM696552(NAD 83) DE9856_MARKER: DV = VERTICAL CONTROL DISK DE9856_SETTING: 31 = STORM DRAIN DE9856_STAMPING: P 448 1997 DE9856_MARK LOGO: NGS DE9856_MAGNETIC: N = NO MAGNETIC MATERIAL DE9856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9856+STABILITY: SURFACE MOTION DE9856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9856+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9856 DE9856 HISTORY - Date Condition Report By DE9856 HISTORY - 1997 MONUMENTED FLDEP DE9856 DE9856 STATION DESCRIPTION DE9856 DE9856'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM) DE9856'THE MARK IS ABOUT 4.7 MI (7.6 KM) EAST OF ORLANDO, 4.0 MI (6.4 KM) DE9856'SOUTH OF WINTER PARK ON CURRY FORD ROAD (COUNTY ROAD 425) IN SECTION DE9856'4, TOWNSHIP 23 SOUTH, RANGE 30 EAST. THE MARK IS ON THE EAST SIDE OF DE9856'ORLANDO, AT THE INTERSECTION OF SEMORAN BOULEVARD (STATE ROAD 436) AND DE9856'CURRY FORD ROAD (COUNTY ROAD 552), SET IN THE TOP OF THE WEST FACE OF DE9856'A STORM DRAIN FLUSH WITH THE LEVEL OF THE GROUND AND 2.0 FT (0.6 M) DE9856'BELOW THE LEVEL OF CURRY FORD ROAD. LOCATED 210.0 FT (64.0 M) SOUTH OF DE9856'THE APPROXIMATE CENTERLINE OF THE EASTBOUND LANES OF CURRY FORD ROAD, DE9856'184.0 FT (56.1 M) NORTH OF THE ENTRANCE TO CENTURY PLAZA, 85.5 FT DE9856'(26.1 M) SOUTHEAST OF A BARNETT BANK SIGN, 48.0 FT (14.6 M) WEST OF DE9856'THE CENTERLINE OF THE SOUTHBOUND LANES OF SEMORAN BOULEVARD AND 0.5 FT DE9856'(15.2 CM) EAST OF A CARSONITE WITNESS POS CENTER OF A GATE, 1.3 FT DE9856'(0.4 M) SOUTH OF A FENCE AND 1.2 FT (0.4 M) SOUTH OF A CARSONITE DE9856'WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9881 *********************************************************************** DE9881 DESIGNATION - P 457 DE9881 PID - DE9881 DE9881 STATE/COUNTY- FL/ORANGE DE9881 USGS QUAD - FOREST CITY (1980) DE9881 DE9881 *CURRENT SURVEY CONTROL DE9881 ___________________________________________________________________ DE9881* NAD 83(1986)- 28 40 21. (N) 081 28 03. (W) SCALED DE9881* NAVD 88 - 25.368 (meters) 83.23 (feet) ADJUSTED DE9881 ___________________________________________________________________ DE9881 GEOID HEIGHT- -27.57 (meters) GEOID99 DE9881 DYNAMIC HT - 25.332 (meters) 83.11 (feet) COMP DE9881 MODELED GRAV- 979,222.4 (mgal) NAVD 88 DE9881 DE9881 VERT ORDER - SECOND CLASS I DE9881 DE9881.The horizontal coordinates were scaled from a topographic map and have DE9881.an estimated accuracy of +/- 6 seconds. DE9881 DE9881.The orthometric height was determined by differential leveling DE9881.and adjusted by the National Geodetic Survey in November 2003. DE9881 DE9881.The geoid height was determined by GEOID99. DE9881 DE9881.The dynamic height is computed by dividing the NAVD 88 DE9881.geopotential number by the normal gravity value computed on the DE9881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9881.degrees latitude (g = 980.6199 gals.). DE9881 DE9881.The modeled gravity was interpolated from observed gravity values. DE9881 DE9881; North East Units Estimated Accuracy DE9881;SPC FL E - 480,820. 154,310. MT (+/- 180 meters Scaled) DE9881 DE9881 SUPERSEDED SURVEY CONTROL DE9881 DE9881.No superseded survey control is available for this station. DE9881 DE9881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM543717(NAD 83) DE9881_MARKER: DV = VERTICAL CONTROL DISK DE9881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9881_STAMPING: P 457 1997 DE9881_MARK LOGO: NGS DE9881_MAGNETIC: N = NO MAGNETIC MATERIAL DE9881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9881+STABILITY: SURFACE MOTION DE9881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9881+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9881 DE9881 HISTORY - Date Condition Report By DE9881 HISTORY - 1997 MONUMENTED FLDEP DE9881 DE9881 STATION DESCRIPTION DE9881 DE9881'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ) DE9881'THE MARK IS ABOUT 2.5 MI (4.0 KM) EAST OF APOPKA, 7.9 MI (12.7 KM) DE9881'WEST OF CASSELBERRY, ON STATE ROAD 436 (ALTAMONTE DRIVE) IN SECTION DE9881'12, TOWNSHIP 21 SOUTH, RANGE 28 EAST. TO REACH THE MARK FROM THE DE9881'INTERSECTION OF STATE ROAR 435 (PARK AVENUE) AND U.S. HIGHWAY 441 DE9881'(MAIN STREET OR ORANGE BLOSSOM TRAIL) IN APOPKA, GO EAST ON U.S. DE9881'HIGHWAY 441 (MAIN STREET OR ORANGE BLOSSOM TRAIL) FOR 0.85 MI (1.37 DE9881'KM) TO THE Y-JUNCTION OF STATE ROAD 436 (SEMORAN BOULEVARD) ON THE DE9881'LEFT, TURN LEFT ON STATE ROAD 436 (SEMORAN BOULEVARD) AND GO EAST FOR DE9881'1.75 MI (2.82 KM) TO THE JUNCTION OF PIEDMONT WEKIVA ROAD ON THE RIGHT DE9881'AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT DE9881'FLUSH WITH THE GROUND AND LEVEL WITH STATE ROAD 436. LOCATED 146.2 FT DE9881'(44.6 M) EAST OF THE APPROXIMATE CENTERLINE OF PIEDMONT WEKIVA ROAD, DE9881'70.6 FT (21.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD DE9881'436, 63.2 FT (19.3 M) WEST OF POWER POLE NUMBER 909062 DE9881'(370-67-0677-40), 5.8 FT (1.8 M) SOUTH OF THE SOUTH EDGE OF THE DE9881'CONCRETE SIDEWALK AND 2.2 FT (0.7 M) EAST OF POWER POLE NUMBER M4673 DE9881'(137065 OR 067740) WITH A METAL WITNESS SIGN ATTACHED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9915 *********************************************************************** DE9915 DESIGNATION - P 458 DE9915 PID - DE9915 DE9915 STATE/COUNTY- FL/ORANGE DE9915 USGS QUAD - ORLANDO WEST (1980) DE9915 DE9915 *CURRENT SURVEY CONTROL DE9915 ___________________________________________________________________ DE9915* NAD 83(1986)- 28 36 11. (N) 081 25 10. (W) SCALED DE9915* NAVD 88 - 27.952 (meters) 91.71 (feet) ADJUSTED DE9915 ___________________________________________________________________ DE9915 GEOID HEIGHT- -27.60 (meters) GEOID99 DE9915 DYNAMIC HT - 27.912 (meters) 91.57 (feet) COMP DE9915 MODELED GRAV- 979,212.3 (mgal) NAVD 88 DE9915 DE9915 VERT ORDER - SECOND CLASS I DE9915 DE9915.The horizontal coordinates were scaled from a topographic map and have DE9915.an estimated accuracy of +/- 6 seconds. DE9915 DE9915.The orthometric height was determined by differential leveling DE9915.and adjusted by the National Geodetic Survey in November 2003. DE9915 DE9915.The geoid height was determined by GEOID99. DE9915 DE9915.The dynamic height is computed by dividing the NAVD 88 DE9915.geopotential number by the normal gravity value computed on the DE9915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9915.degrees latitude (g = 980.6199 gals.). DE9915 DE9915.The modeled gravity was interpolated from observed gravity values. DE9915 DE9915; North East Units Estimated Accuracy DE9915;SPC FL E - 473,110. 158,980. MT (+/- 180 meters Scaled) DE9915 DE9915 SUPERSEDED SURVEY CONTROL DE9915 DE9915.No superseded survey control is available for this station. DE9915 DE9915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM589640(NAD 83) DE9915_MARKER: F = FLANGE-ENCASED ROD DE9915_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DE9915_STAMPING: P 458 1997 DE9915_MARK LOGO: NGS DE9915_PROJECTION: FLUSH DE9915_MAGNETIC: N = NO MAGNETIC MATERIAL DE9915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE9915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9915+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9915_ROD/PIPE-DEPTH: 25.3 meters DE9915 DE9915 HISTORY - Date Condition Report By DE9915 HISTORY - 1997 MONUMENTED FLDEP DE9915 DE9915 STATION DESCRIPTION DE9915 DE9915'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ) DE9915'THE MARK IS ABOUT 5.2 MI (8.4 KM) NORTHWEST OF THE INTERSECTION OF DE9915'INTERSTATE 4 AND STATE TOLL ROAD 408 (ORLANDO) IN SECTION 4, TOWNSHIP DE9915'22 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. DE9915'HIGHWAY 441 (ORANGE BLOSSOM TRAIL) AND STATE ROAD 423 (LEE ROAD-JOHN DE9915'YOUNG PARKWAY) ON THE NORTHWEST SIDE OF ORLANDO, GO NORTHERLY ON U.S. DE9915'HIGHWAY 441 (ORANGE BLOSSOM TRAIL) FOR 0.4 MI (0.6 KM) TO THE MARK ON DE9915'THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT DEPTH OF 83.1 FT DE9915'(25.3 M) WITH LOGO CAP FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) DE9915'ABOVE THE LEVEL OF U.S. HIGHWAY 441 (ORANGE BLOSSOM TRAIL) SOUTHBOUND DE9915'LANES, THE DATUM IS RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE DE9915'LOGO CAP. LOCATED 69.9 FT (21.3 M) NORTHWEST OF A POWER POLE WITH TWO DE9915'GUY WIRES ATTACHED, 65.0 FT (19.8 M) SOUTHWEST OF THE APPROXIMATE DE9915'CENTERLINE OF U.S. HIGHWAY 441 (ORANGE BLOSSOM TRAIL) SOUTHBOUND DE9915'LANES, 1.2 FT (0.4 M) NORTHEAST OF A 6.0 FT (1.8 M) TALL CHAIN LINK DE9915'FENCE AND 1.0 FT (0.3 M) NORTHEAST OF A CARSONITE WITNESS POST. NOTE DE9915'ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9857 *********************************************************************** DE9857 DESIGNATION - Q 448 DE9857 PID - DE9857 DE9857 STATE/COUNTY- FL/ORANGE DE9857 USGS QUAD - ORLANDO EAST (1980) DE9857 DE9857 *CURRENT SURVEY CONTROL DE9857 ___________________________________________________________________ DE9857* NAD 83(1986)- 28 31 28. (N) 081 19 32. (W) SCALED DE9857* NAVD 88 - 35.339 (meters) 115.94 (feet) ADJUSTED DE9857 ___________________________________________________________________ DE9857 GEOID HEIGHT- -27.77 (meters) GEOID99 DE9857 DYNAMIC HT - 35.288 (meters) 115.77 (feet) COMP DE9857 MODELED GRAV- 979,199.8 (mgal) NAVD 88 DE9857 DE9857 VERT ORDER - SECOND CLASS I DE9857 DE9857.The horizontal coordinates were scaled from a topographic map and have DE9857.an estimated accuracy of +/- 6 seconds. DE9857 DE9857.The orthometric height was determined by differential leveling DE9857.and adjusted by the National Geodetic Survey in November 2003. DE9857 DE9857.The geoid height was determined by GEOID99. DE9857 DE9857.The dynamic height is computed by dividing the NAVD 88 DE9857.geopotential number by the normal gravity value computed on the DE9857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9857.degrees latitude (g = 980.6199 gals.). DE9857 DE9857.The modeled gravity was interpolated from observed gravity values. DE9857 DE9857; North East Units Estimated Accuracy DE9857;SPC FL E - 464,370. 168,140. MT (+/- 180 meters Scaled) DE9857 DE9857 SUPERSEDED SURVEY CONTROL DE9857 DE9857.No superseded survey control is available for this station. DE9857 DE9857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM681553(NAD 83) DE9857_MARKER: F = FLANGE-ENCASED ROD DE9857_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DE9857_STAMPING: Q 448 1997 DE9857_MARK LOGO: NGS DE9857_PROJECTION: FLUSH DE9857_MAGNETIC: N = NO MAGNETIC MATERIAL DE9857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE9857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9857+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9857_ROD/PIPE-DEPTH: 6.7 meters DE9857 DE9857 HISTORY - Date Condition Report By DE9857 HISTORY - 1997 MONUMENTED FLDEP DE9857 DE9857 STATION DESCRIPTION DE9857 DE9857'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM) DE9857'THE MARK IS ABOUT 4.2 MI (6.8 KM) SOUTH OF WINTER PARK, 3.8 MI (6.1 DE9857'KM) EAST OF ORLANDO, IN SECTION 33, TOWNSHIP 23 SOUTH, RANGE 30 EAST. DE9857'TO REACH THE MARK FROM THE INTERSECTION OF SEMORAN BOULEVARD (STATE DE9857'ROAD 436) AND CURRY FORD ROAD (COUNTY ROAD 552) ON THE EAST SIDE OF DE9857'ORLANDO, GO NORTHWEST ON CURRY RORD ROAD FOR 0.95 MI (1.53 KM) TO THE DE9857'JUNCTION OF GASTON FOSTER ROAD AND THE MARK ON THE RIGHT, A STAINLESS DE9857'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 22.0 FT (6.7 M) WITH A LOGO DE9857'CAP RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT DE9857'(0.3 M) ABOVE THE LEVEL OF CURRY FORD ROAD, THE DATUM POINT IS DE9857'RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE LOGO CAP. LOCATED DE9857'158.0 FT (48.2 M) WEST OF THE CENTERLINE OF GASTER FOSTER ROAD, 41.2 DE9857'FT (12.6 M) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF CURRY DE9857'FORD ROAD, 36.0 FT (11.0 M) NORTHEAST OF A METAL POWER POLE NUMBER 75, DE9857'35.0 FT (10.7 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE FIRE DE9857'STATION, 13.6 FT (4.1 M) NORTH OF THE NORTH SIDE OF THE SIDEWALK, 1.8 DE9857'FT (0.5 M) EAST OF A CARSONITE WITNESS POST AND 1.7 FT (0.5 M) DE9857'NORTHEAST OF THE SOUTH END OF A 4.0 FT (1.2 M) TALL CHAIN-LINK FENCE. DE9857'NOTE ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9862 *********************************************************************** DE9862 DESIGNATION - Q 453 DE9862 PID - DE9862 DE9862 STATE/COUNTY- FL/ORANGE DE9862 USGS QUAD - OVIEDO SW (1980) DE9862 DE9862 *CURRENT SURVEY CONTROL DE9862 ___________________________________________________________________ DE9862* NAD 83(1986)- 28 36 04. (N) 081 14 40. (W) SCALED DE9862* NAVD 88 - 19.848 (meters) 65.12 (feet) ADJUSTED DE9862 ___________________________________________________________________ DE9862 GEOID HEIGHT- -27.82 (meters) GEOID99 DE9862 DYNAMIC HT - 19.819 (meters) 65.02 (feet) COMP DE9862 MODELED GRAV- 979,212.9 (mgal) NAVD 88 DE9862 DE9862 VERT ORDER - SECOND CLASS I DE9862 DE9862.The horizontal coordinates were scaled from a topographic map and have DE9862.an estimated accuracy of +/- 6 seconds. DE9862 DE9862.The orthometric height was determined by differential leveling DE9862.and adjusted by the National Geodetic Survey in November 2003. DE9862.No vertical observational check was made to the station. DE9862 DE9862.The geoid height was determined by GEOID99. DE9862 DE9862.The dynamic height is computed by dividing the NAVD 88 DE9862.geopotential number by the normal gravity value computed on the DE9862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9862.degrees latitude (g = 980.6199 gals.). DE9862 DE9862.The modeled gravity was interpolated from observed gravity values. DE9862 DE9862; North East Units Estimated Accuracy DE9862;SPC FL E - 472,850. 176,090. MT (+/- 180 meters Scaled) DE9862 DE9862 SUPERSEDED SURVEY CONTROL DE9862 DE9862.No superseded survey control is available for this station. DE9862 DE9862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM761638(NAD 83) DE9862_MARKER: DV = VERTICAL CONTROL DISK DE9862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9862_STAMPING: Q 453 1997 DE9862_MARK LOGO: NGS DE9862_MAGNETIC: N = NO MAGNETIC MATERIAL DE9862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9862+STABILITY: SURFACE MOTION DE9862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9862+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9862 DE9862 HISTORY - Date Condition Report By DE9862 HISTORY - 1997 MONUMENTED FLDEP DE9862 DE9862 STATION DESCRIPTION DE9862 DE9862'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ) DE9862'THE MARK IS ABOUT 5.2 MI (8.4 KM) SOUTH-SOUTHWEST OF OVIEDO IN SECTION DE9862'5, TOWNSHIP 22 SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM THE DE9862'JUNCTION OF STATE ROADS 434 (CENTRAL AVENUE), 419 AND 426 (BROADWAY DE9862'STREET) IN OVIEDO, GO WESTERLY ON STATE ROAD 426 (BROADWAY STREET) FOR DE9862'4.85 MI (7.81 KM) TO THE JUNCTION OF COUNTY ROAD 425 (DEAN ROAD) ON DE9862'THE LEFT, TURN LEFT ON COUNTY ROAD 425 (DEAN ROAD) AND GO SOUTH FOR DE9862'1.4 MI (2.3 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND DE9862'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH COUNTY ROAD 425 DE9862'(DEAN ROAD). LOCATED 79.2 FT (24.1 M) EAST-SOUTHEAST OF THE DE9862'APPROXIMATE CENTERLINE OF LAKE GEORGIA DRIVE, 59.5 FT (18.1 M) SOUTH DE9862'OF POWER POLE NUMBER 144247-065195 813093, 56.1 FT (17.1 M) DE9862'EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 425 (DEAN DE9862'ROAD) AND 2.3 FT (0.7 M) WEST OF CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9882 *********************************************************************** DE9882 DESIGNATION - Q 457 DE9882 PID - DE9882 DE9882 STATE/COUNTY- FL/ORANGE DE9882 USGS QUAD - FOREST CITY (1980) DE9882 DE9882 *CURRENT SURVEY CONTROL DE9882 ___________________________________________________________________ DE9882* NAD 83(1986)- 28 40 24. (N) 081 29 02. (W) SCALED DE9882* NAVD 88 - 32.962 (meters) 108.14 (feet) ADJUSTED DE9882 ___________________________________________________________________ DE9882 GEOID HEIGHT- -27.55 (meters) GEOID99 DE9882 DYNAMIC HT - 32.915 (meters) 107.99 (feet) COMP DE9882 MODELED GRAV- 979,222.7 (mgal) NAVD 88 DE9882 DE9882 VERT ORDER - SECOND CLASS I DE9882 DE9882.The horizontal coordinates were scaled from a topographic map and have DE9882.an estimated accuracy of +/- 6 seconds. DE9882 DE9882.The orthometric height was determined by differential leveling DE9882.and adjusted by the National Geodetic Survey in November 2003. DE9882 DE9882.The geoid height was determined by GEOID99. DE9882 DE9882.The dynamic height is computed by dividing the NAVD 88 DE9882.geopotential number by the normal gravity value computed on the DE9882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9882.degrees latitude (g = 980.6199 gals.). DE9882 DE9882.The modeled gravity was interpolated from observed gravity values. DE9882 DE9882; North East Units Estimated Accuracy DE9882;SPC FL E - 480,920. 152,710. MT (+/- 180 meters Scaled) DE9882 DE9882 SUPERSEDED SURVEY CONTROL DE9882 DE9882.No superseded survey control is available for this station. DE9882 DE9882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM527718(NAD 83) DE9882_MARKER: F = FLANGE-ENCASED ROD DE9882_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DE9882_STAMPING: Q 457 1997 DE9882_MARK LOGO: NGS DE9882_PROJECTION: FLUSH DE9882_MAGNETIC: N = NO MAGNETIC MATERIAL DE9882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE9882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9882+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9882_ROD/PIPE-DEPTH: 21.0 meters DE9882 DE9882 HISTORY - Date Condition Report By DE9882 HISTORY - 1997 MONUMENTED FLDEP DE9882 DE9882 STATION DESCRIPTION DE9882 DE9882'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ) DE9882'THE MARK IS ABOUT 1.5 MI (2.4 KM) EAST OF APOPKA, 8.9 MI (14.3 KM) DE9882'NORTHWEST OF CASSELBERRY, ON STATE ROAD 436 (ALTAMONTE DRIVE) IN DE9882'SECTION 11, TOWNSHIP 21 SOUTH, RANGE 28 EAST. TO REACH THE MARK FROM DE9882'THE INTERSECTION OF STATE ROAD 435 (PARK AVENUE) AND U.S. HIGHWAY 441 DE9882'(MAIN STREET OR ORANGE BLOSSOM TRAIL) IN APOPKA, GO EAST ON U.S. DE9882'HIGHWAY 441 (MAIN STREET OR ORANGE BLOSSOM TRAIL) FOR 0.85 MI (1.37 DE9882'KM) TO THE Y-JUNCTION OF STATE ROAD 436 (SEMORAN BOULEVARD) ON THE DE9882'LEFT, TURN LEFT ON STATE ROAD 436 (SEMORAN BOULEVARD) AND GO EAST FOR DE9882'0.8 MI (1.3 KM) TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN DE9882'TO REFUSAL AT A DEPTH OF 68.8 FT (21.0 M) WITH A LOGO CAP FLUSH WITH DE9882'THE GROUND AND LEVEL WITH STATE ROAD 436 (SEMORAN BOULEVARD), THE DE9882'DATUM POINT IS RECESSED 0.3 FT (9.1 CM) BELOW THE LEVEL OF THE LOGO DE9882'CAP. LOCATED 137.0 FT (41.8 M) EAST OF POWER POLE NUMBER 946806 WITH A DE9882'PHONE BOX IN FRONT OF IT, 75.5 FT (23.0 M) NORTH OF THE APPROXIMATE DE9882'CENTERLINE OF STATE ROAD 436 WESTBOUND LANES, 20.0 FT (6.1 M) WEST OF DE9882'POWER POLE NUMBER 731880 (136560 OR 087782) AND 1.4 FT (0.4 M) SOUTH DE9882'OF A CARSONITE WITNESS POST. NOTE ACCESS TO DATUM POINT IS HAD THROUGH DE9882'A 5-INCH LOGO CAP. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9916 *********************************************************************** DE9916 DESIGNATION - Q 458 DE9916 PID - DE9916 DE9916 STATE/COUNTY- FL/ORANGE DE9916 USGS QUAD - FOREST CITY (1980) DE9916 DE9916 *CURRENT SURVEY CONTROL DE9916 ___________________________________________________________________ DE9916* NAD 83(1986)- 28 38 07. (N) 081 27 09. (W) SCALED DE9916* NAVD 88 - 34.056 (meters) 111.73 (feet) ADJUSTED DE9916 ___________________________________________________________________ DE9916 GEOID HEIGHT- -27.57 (meters) GEOID99 DE9916 DYNAMIC HT - 34.008 (meters) 111.57 (feet) COMP DE9916 MODELED GRAV- 979,216.8 (mgal) NAVD 88 DE9916 DE9916 VERT ORDER - SECOND CLASS I DE9916 DE9916.The horizontal coordinates were scaled from a topographic map and have DE9916.an estimated accuracy of +/- 6 seconds. DE9916 DE9916.The orthometric height was determined by differential leveling DE9916.and adjusted by the National Geodetic Survey in November 2003. DE9916 DE9916.The geoid height was determined by GEOID99. DE9916 DE9916.The dynamic height is computed by dividing the NAVD 88 DE9916.geopotential number by the normal gravity value computed on the DE9916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9916.degrees latitude (g = 980.6199 gals.). DE9916 DE9916.The modeled gravity was interpolated from observed gravity values. DE9916 DE9916; North East Units Estimated Accuracy DE9916;SPC FL E - 476,690. 155,760. MT (+/- 180 meters Scaled) DE9916 DE9916 SUPERSEDED SURVEY CONTROL DE9916 DE9916.No superseded survey control is available for this station. DE9916 DE9916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM557676(NAD 83) DE9916_MARKER: DD = SURVEY DISK DE9916_SETTING: 38 = RR OVERPASS ABUTMENT DE9916_STAMPING: Q 458 1997 DE9916_MARK LOGO: NONE DE9916_MAGNETIC: N = NO MAGNETIC MATERIAL DE9916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE9916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9916+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9916 DE9916 HISTORY - Date Condition Report By DE9916 HISTORY - 1997 MONUMENTED FLDEP DE9916 DE9916 STATION DESCRIPTION DE9916 DE9916'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ) DE9916'THE MARK IS ABOUT 8.0 MI (12.9 KM) NORTHWEST OF THE INTERSECTION OF DE9916'INTERSTATE 4 AND STATE TOLL ROAD 408 (IN ORLANDO), 4.2 MI (6.8 KM) DE9916'SOUTHWEST OF THE JUNCTION OF INTERSTATE 4 AND STATE ROAD 436 (SEMORAN DE9916'BOULEVARD-ALTOMONTE DRIVE), IN ALTOMONTE SPRINGS, IN SECTION 30, DE9916'TOWNSHIP 21 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM THE JUNCTION DE9916'OF U.S. HIGHWAY 441 (ORANGE BLOSSOM TRAIL) AND STATE ROAD 423 (LEE DE9916'ROAD-JOHN YOUNG PARKWAY) ON THE NORTHWEST SIDE OF ORLANDO, GO DE9916'NORTHERLY ON U.S. HIGHWAY 441 (ORANGE BLOSSOM TRAIL) FOR 3.5 MI (5.6 DE9916'KM) TO THE SEABOARD COAST LINE RAILROAD AND THE MARK ON THE RIGHT. DE9916'THE MARK CAN ALSO BE REACHED FROM THE JUNCTION OF U.S. HIGHWAY 441 DE9916'(ORANGE BLOSSOM TRAIL) AND STATE ROAD 436 (SEMORAN BOULEVARD, MAIN DE9916'AVENUE, 4TH STREET) WEST OF ALTOMONTE SPRINGS, GO SOUTHERLY ON U.S. DE9916'HIGHWAY 441 (ORANGE BLOSSOM TRAIL) FOR 3.8 MI (6.1 KM) TO THE SEABOARD DE9916'COAST LINE RAILROAD AND THE MARK ON THE LEFT SET FLUSH IN THE CONCRETE DE9916'ABUTMENT AT THE SOUTHEAST CORNER OF THE RAILROAD OVERPASS ABOUT 6.0 FT DE9916'(1.8 M) BELOW THE LEVEL OF THE RAILROAD TRACKS. LOCATED 5.5 FT (1.7 M) DE9916'SOUTHEAST OF THE SOUTH RAIL OF THE TRACKS, 2.3 FT (0.7 M) WEST OF A DE9916'CARSONITE WITNESS POST AND 1.0 FT (0.3 M) NORTHWEST OF THE SOUTH EDGE DE9916'OF THE ABUTMENT. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9858 *********************************************************************** DE9858 DESIGNATION - R 448 DE9858 PID - DE9858 DE9858 STATE/COUNTY- FL/ORANGE DE9858 USGS QUAD - ORLANDO EAST (1980) DE9858 DE9858 *CURRENT SURVEY CONTROL DE9858 ___________________________________________________________________ DE9858* NAD 83(1986)- 28 31 13. (N) 081 22 04. (W) SCALED DE9858* NAVD 88 - 30.025 (meters) 98.51 (feet) ADJUSTED DE9858 ___________________________________________________________________ DE9858 GEOID HEIGHT- -27.71 (meters) GEOID99 DE9858 DYNAMIC HT - 29.981 (meters) 98.36 (feet) COMP DE9858 MODELED GRAV- 979,198.8 (mgal) NAVD 88 DE9858 DE9858 VERT ORDER - SECOND CLASS I DE9858 DE9858.The horizontal coordinates were scaled from a topographic map and have DE9858.an estimated accuracy of +/- 6 seconds. DE9858 DE9858.The orthometric height was determined by differential leveling DE9858.and adjusted by the National Geodetic Survey in November 2003. DE9858 DE9858.The geoid height was determined by GEOID99. DE9858 DE9858.The dynamic height is computed by dividing the NAVD 88 DE9858.geopotential number by the normal gravity value computed on the DE9858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9858.degrees latitude (g = 980.6199 gals.). DE9858 DE9858.The modeled gravity was interpolated from observed gravity values. DE9858 DE9858; North East Units Estimated Accuracy DE9858;SPC FL E - 463,920. 164,000. MT (+/- 180 meters Scaled) DE9858 DE9858 SUPERSEDED SURVEY CONTROL DE9858 DE9858.No superseded survey control is available for this station. DE9858 DE9858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM640548(NAD 83) DE9858_MARKER: DD = SURVEY DISK DE9858_SETTING: 34 = FLAG POLE BASE DE9858_STAMPING: R 448 1997 DE9858_MARK LOGO: FLDNR DE9858_MAGNETIC: N = NO MAGNETIC MATERIAL DE9858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9858+STABILITY: SURFACE MOTION DE9858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9858+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9858 DE9858 HISTORY - Date Condition Report By DE9858 HISTORY - 1997 MONUMENTED FLDEP DE9858 HISTORY - 20020806 MARK NOT FOUND FLDEP DE9858 DE9858 STATION DESCRIPTION DE9858 DE9858'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM) DE9858'THE MARK IS IN ORLANDO, ABOUT 5.2 MI (8.4 KM) SOUTH OF WINTER PARK, IN DE9858'SECTION 1, TOWNSHIP 23 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM DE9858'THE INTERSECTION OF SOUTH ORANGE BLOSSOM TRAIL (U.S. HIGHWAYS 17, 92 DE9858'AND 441) AND KALEY STREET, ON THE SOUTH SIDE OF ORLANDO, GO EAST ON DE9858'KALEY STREET FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF SUMMERLIN AVENUE DE9858'ON THE LEFT AND HAMILTON LANE ON THE RIGHT AND THE MARK ON THE RIGHT, DE9858'SET IN THE TOP OF A 6.0 FT (1.8 M) DIAMETER CONCRETE FLAG POLE BASE, DE9858'AT THE NORTHWEST ENTRANCE TO THE BLANKNER ELEMENTARY SCHOOL 1.0 FT DE9858'(0.3 M) ABOVE THE LEVEL OF THE ENTRANCE SIDEWALK AND 1.0 FT (0.3 M) DE9858'ABOVE THE LEVEL OF KALEY STREET. LOCATED 135.5 FT (41.3 M) EAST OF THE DE9858'CENTERLINE OF HAMILTON LANE, 68.0 FT (20.7 M) SOUTH OF THE CENTERLINE DE9858'OF KALEY STREET AND 1.4 FT (0.4 M) NORTH OF THE METAL FLAG POLE. DE9858 DE9858 STATION RECOVERY (2002) DE9858 DE9858'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM) DE9858'MARK NOT FOUND, LOCATION HAS BEEN EXCAVATED. DE9858' DE9858' DE9858' DE9858' DE9858' 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9863 *********************************************************************** DE9863 DESIGNATION - R 453 DE9863 PID - DE9863 DE9863 STATE/COUNTY- FL/ORANGE DE9863 USGS QUAD - OVIEDO SW (1980) DE9863 DE9863 *CURRENT SURVEY CONTROL DE9863 ___________________________________________________________________ DE9863* NAD 83(1986)- 28 35 08. (N) 081 14 42. (W) SCALED DE9863* NAVD 88 - 21.007 (meters) 68.92 (feet) ADJUSTED DE9863 ___________________________________________________________________ DE9863 GEOID HEIGHT- -27.83 (meters) GEOID99 DE9863 DYNAMIC HT - 20.977 (meters) 68.82 (feet) COMP DE9863 MODELED GRAV- 979,210.2 (mgal) NAVD 88 DE9863 DE9863 VERT ORDER - SECOND CLASS I DE9863 DE9863.The horizontal coordinates were scaled from a topographic map and have DE9863.an estimated accuracy of +/- 6 seconds. DE9863 DE9863.The orthometric height was determined by differential leveling DE9863.and adjusted by the National Geodetic Survey in November 2003. DE9863.No vertical observational check was made to the station. DE9863 DE9863.The geoid height was determined by GEOID99. DE9863 DE9863.The dynamic height is computed by dividing the NAVD 88 DE9863.geopotential number by the normal gravity value computed on the DE9863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9863.degrees latitude (g = 980.6199 gals.). DE9863 DE9863.The modeled gravity was interpolated from observed gravity values. DE9863 DE9863; North East Units Estimated Accuracy DE9863;SPC FL E - 471,120. 176,030. MT (+/- 180 meters Scaled) DE9863 DE9863 SUPERSEDED SURVEY CONTROL DE9863 DE9863.No superseded survey control is available for this station. DE9863 DE9863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM760620(NAD 83) DE9863_MARKER: F = FLANGE-ENCASED ROD DE9863_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DE9863_STAMPING: R 453 1997 DE9863_MARK LOGO: NGS DE9863_PROJECTION: FLUSH DE9863_MAGNETIC: N = NO MAGNETIC MATERIAL DE9863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE9863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9863+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9863_ROD/PIPE-DEPTH: 3.4 meters DE9863 DE9863 HISTORY - Date Condition Report By DE9863 HISTORY - 1997 MONUMENTED FLDEP DE9863 DE9863 STATION DESCRIPTION DE9863 DE9863'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ) DE9863'THE MARK IS ABOUT 6.2 MI (10.0 KM) SOUTH-SOUTHWEST OF OVIEDO IN DE9863'SECTION 8, TOWNSHIP 22 SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM DE9863'THE JUNCTION OF STATE ROADS 434 (CENTRAL AVENUE), 419 AND 426 DE9863'(BROADWAY STREET) IN OVIEDO, GO WESTERLY ON STATE ROAD 426 (BROADWAY DE9863'STREET) FOR 4.85 MI (7.81 KM) TO THE JUNCTION OF COUNTY ROAD 425 (DEAN DE9863'ROAD) ON THE LEFT, TURN LEFT ON COUNTY ROAD 425 (DEAN ROAD) AND GO DE9863'SOUTH FOR 2.5 MI (4.0 KM) TO THE MARK ON THE LEFT, SET IN THE MEDIAN DE9863'OF COUNTY ROAD 425 (DEAN ROAD), A STAINLESS STEEL ROD DRIVEN TO DE9863'REFUSAL AT A DEPTH OF 11.1 FT (3.4 M) WITH A LOGO CAP SET FLUSH WITH DE9863'THE GROUND AND ABOUT 0.5 FT (15.2 CM) ABOVE THE LEVEL OF COUNTY ROAD DE9863'(DEAN ROAD), THE DATUM POINT IS RECESSED 0.3 FT (9.1 CM) BELOW THE DE9863'LEVEL OF THE LOGO CAP. LOCATED 61.6 FT (18.8 M) WEST OF POWER POLE DE9863'NUMBER 144214 064625 WITH ONE TRANSFORMER ATTACHED, 51.6 FT (15.7 M) DE9863'EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF ARBOR RIDGE TRAIL, DE9863'28.0 FT (8.5 M) EAST OF THE APPROXIMATE CENTERLINE OF THE SOUTHBOUND DE9863'LANES OF COUNTY ROAD 425 (DEAN ROAD), 27.2 FT (8.3 M) WEST OF THE DE9863'APPROXIMATE CENTERLINE OF THE NORTHBOUND LANES OF COUNTY ROAD 425 DE9863'(DEAN ROAD) AND 2.0 FT (0.6 M) SOUTH OF CARSONITE WITNESS POST. NOTE DE9863'ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9883 *********************************************************************** DE9883 DESIGNATION - R 457 DE9883 PID - DE9883 DE9883 STATE/COUNTY- FL/ORANGE DE9883 USGS QUAD - FOREST CITY (1980) DE9883 DE9883 *CURRENT SURVEY CONTROL DE9883 ___________________________________________________________________ DE9883* NAD 83(1986)- 28 40 22. (N) 081 29 58. (W) SCALED DE9883* NAVD 88 - 28.432 (meters) 93.28 (feet) ADJUSTED DE9883 ___________________________________________________________________ DE9883 GEOID HEIGHT- -27.53 (meters) GEOID99 DE9883 DYNAMIC HT - 28.392 (meters) 93.15 (feet) COMP DE9883 MODELED GRAV- 979,223.1 (mgal) NAVD 88 DE9883 DE9883 VERT ORDER - SECOND CLASS I DE9883 DE9883.The horizontal coordinates were scaled from a topographic map and have DE9883.an estimated accuracy of +/- 6 seconds. DE9883 DE9883.The orthometric height was determined by differential leveling DE9883.and adjusted by the National Geodetic Survey in November 2003. DE9883 DE9883.The geoid height was determined by GEOID99. DE9883 DE9883.The dynamic height is computed by dividing the NAVD 88 DE9883.geopotential number by the normal gravity value computed on the DE9883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9883.degrees latitude (g = 980.6199 gals.). DE9883 DE9883.The modeled gravity was interpolated from observed gravity values. DE9883 DE9883; North East Units Estimated Accuracy DE9883;SPC FL E - 480,870. 151,190. MT (+/- 180 meters Scaled) DE9883 DE9883 SUPERSEDED SURVEY CONTROL DE9883 DE9883.No superseded survey control is available for this station. DE9883 DE9883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM512718(NAD 83) DE9883_MARKER: DD = SURVEY DISK DE9883_SETTING: 31 = STORM DRAIN DE9883_STAMPING: R 457 1997 DE9883_MARK LOGO: FLDNR DE9883_MAGNETIC: N = NO MAGNETIC MATERIAL DE9883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE9883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9883+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9883 DE9883 HISTORY - Date Condition Report By DE9883 HISTORY - 1997 MONUMENTED FLDEP DE9883 DE9883 STATION DESCRIPTION DE9883 DE9883'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ) DE9883'THE MARK IS IN APOPKA, 11.0 MI (17.7 KM) NORTHWEST OF ORLANDO, 10.5 MI DE9883'(16.9 KM) WEST OF CASSELBERRY, ON STATE ROAD 436 (ALTAMONTE DRIVE) IN DE9883'SECTION 10, TOWNSHIP 21 SOUTH, RANGE 28 EAST. TO REACH THE MARK FROM DE9883'THE INTERSECTION OF STATE ROAD 435 (PARK AVENUE) AND U.S. HIGHWAY 441 DE9883'(MAIN STREET OR ORANGE BLOSSOM TRAIL) IN APOPKA, GO EAST ON U.S. DE9883'HIGHWAY 441 (MAIN STREET OR ORANGE BLOSSOM TRAIL) FOR 0.6 MI (1.0 KM) DE9883'TO THE MARK ON THE RIGHT, SET IN THE TOP OF A STORM DRAIN, 0.6 FT DE9883'(18.3 CM) ABOVE THE LEVEL OF THE GROUND AND U.S HIGHWAY 441. LOCATED DE9883'82.5 FT (25.1 M) EAST OF THE ENTRANCE TO TOWNSENDS PLANTATION, 52.0 FT DE9883'(15.8 M) NORTHEAST OF TOWNSENDS PLANTATION SIGN, 49.2 FT (15.0 M) DE9883'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 436, 8.7 FT (2.7 DE9883'M) NORTH OF A CARSONITE WITNESS POST AND 2.9 FT (0.9 M) NORTH OF THE DE9883'NORTH SIDE OF THE CONCRETE SIDEWALK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9899 *********************************************************************** DE9899 DESIGNATION - S 448 DE9899 PID - DE9899 DE9899 STATE/COUNTY- FL/ORANGE DE9899 USGS QUAD - ORLANDO EAST (1980) DE9899 DE9899 *CURRENT SURVEY CONTROL DE9899 ___________________________________________________________________ DE9899* NAD 83(1986)- 28 35 51. (N) 081 21 06. (W) SCALED DE9899* NAVD 88 - 28.018 (meters) 91.92 (feet) ADJUSTED DE9899 ___________________________________________________________________ DE9899 GEOID HEIGHT- -27.68 (meters) GEOID99 DE9899 DYNAMIC HT - 27.978 (meters) 91.79 (feet) COMP DE9899 MODELED GRAV- 979,213.3 (mgal) NAVD 88 DE9899 DE9899 VERT ORDER - SECOND CLASS I DE9899 DE9899.The horizontal coordinates were scaled from a topographic map and have DE9899.an estimated accuracy of +/- 6 seconds. DE9899 DE9899.The orthometric height was determined by differential leveling DE9899.and adjusted by the National Geodetic Survey in November 2003. DE9899 DE9899.The geoid height was determined by GEOID99. DE9899 DE9899.The dynamic height is computed by dividing the NAVD 88 DE9899.geopotential number by the normal gravity value computed on the DE9899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9899.degrees latitude (g = 980.6199 gals.). DE9899 DE9899.The modeled gravity was interpolated from observed gravity values. DE9899 DE9899; North East Units Estimated Accuracy DE9899;SPC FL E - 472,470. 165,600. MT (+/- 180 meters Scaled) DE9899 DE9899 SUPERSEDED SURVEY CONTROL DE9899 DE9899.No superseded survey control is available for this station. DE9899 DE9899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM656634(NAD 83) DE9899_MARKER: DV = VERTICAL CONTROL DISK DE9899_SETTING: 34 = RAILROAD SIGN BASE DE9899_STAMPING: S 448 1997 DE9899_MARK LOGO: NGS DE9899_MAGNETIC: N = NO MAGNETIC MATERIAL DE9899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9899+STABILITY: SURFACE MOTION DE9899_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9899+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9899 DE9899 HISTORY - Date Condition Report By DE9899 HISTORY - 1997 MONUMENTED FLDEP DE9899 DE9899 STATION DESCRIPTION DE9899 DE9899'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM) DE9899'THE MARK IS ABOUT 10.5 MI (16.9 KM) SOUTHWEST OF OVIEDO, 0.6 MI (1.0 DE9899'KM) NORTHEAST OF WINTER PARK ON PARK AVENUE IN SECTION 6, TOWNSHIP 22 DE9899'SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. DE9899'HIGHWAY 17, 92 AND STATE ROAD 426 IN WINTER PARK, GO EAST ON STATE DE9899'ROAD 426 FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF PARK AVENUE ON THE DE9899'LEFT, TURN LEFT ON PARK AVENUE AND GO NORTH FOR 0.35 MI (0.56 KM) TO DE9899'THE JUNCTION OF MORSE BLVD ON THE LEFT, TURN LEFT ON MORSE BLVD AND GO DE9899'WEST FOR 0.05 MI (0.08 KM) TO THE RAILROAD TRACKS AND THE MARK IN THE DE9899'MEDIAN, SET IN THE BASE OF THE RAILROAD SIGN, 1.0 FT (0.3 M) ABOVE THE DE9899'LEVEL OF THE GROUND AND MORSE BLVD. LOCATED 179.6 FT (54.7 M) WEST OF DE9899'THE CENTERLINE OF PARK AVENUE, 104.0 FT (31.7 M) NORTHEAST AND ACROSS DE9899'THE TRACKS FROM THE NORTHEAST CORNER OF WINTER PARK AMTRACK STATION, DE9899'20.5 FT (6.2 M) NORTH OF THE CENTERLINE OF THE EASTBOUND LANES OF DE9899'MORSE BLVD AND 15.1 FT (4.6 M) EAST OF THE EAST RAIL OF THE RAILROAD DE9899'TRACKS. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9864 *********************************************************************** DE9864 DESIGNATION - S 453 DE9864 PID - DE9864 DE9864 STATE/COUNTY- FL/ORANGE DE9864 USGS QUAD - OVIEDO SW (1980) DE9864 DE9864 *CURRENT SURVEY CONTROL DE9864 ___________________________________________________________________ DE9864* NAD 83(1986)- 28 34 10. (N) 081 14 41. (W) SCALED DE9864* NAVD 88 - 22.010 (meters) 72.21 (feet) ADJUSTED DE9864 ___________________________________________________________________ DE9864 GEOID HEIGHT- -27.85 (meters) GEOID99 DE9864 DYNAMIC HT - 21.978 (meters) 72.11 (feet) COMP DE9864 MODELED GRAV- 979,207.3 (mgal) NAVD 88 DE9864 DE9864 VERT ORDER - SECOND CLASS I DE9864 DE9864.The horizontal coordinates were scaled from a topographic map and have DE9864.an estimated accuracy of +/- 6 seconds. DE9864 DE9864.The orthometric height was determined by differential leveling DE9864.and adjusted by the National Geodetic Survey in November 2003. DE9864.No vertical observational check was made to the station. DE9864 DE9864.The geoid height was determined by GEOID99. DE9864 DE9864.The dynamic height is computed by dividing the NAVD 88 DE9864.geopotential number by the normal gravity value computed on the DE9864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9864.degrees latitude (g = 980.6199 gals.). DE9864 DE9864.The modeled gravity was interpolated from observed gravity values. DE9864 DE9864; North East Units Estimated Accuracy DE9864;SPC FL E - 469,340. 176,060. MT (+/- 180 meters Scaled) DE9864 DE9864 SUPERSEDED SURVEY CONTROL DE9864 DE9864.No superseded survey control is available for this station. DE9864 DE9864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM760603(NAD 83) DE9864_MARKER: DR = REFERENCE MARK DISK DE9864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9864_STAMPING: S 453 1997 DE9864_MARK LOGO: NGS DE9864_MAGNETIC: N = NO MAGNETIC MATERIAL DE9864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9864+STABILITY: SURFACE MOTION DE9864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9864+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9864 DE9864 HISTORY - Date Condition Report By DE9864 HISTORY - 1997 MONUMENTED FLDEP DE9864 DE9864 STATION DESCRIPTION DE9864 DE9864'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ) DE9864'THE MARK IS ABOUT 7.2 MI (11.6 KM) SOUTH-SOUTHWEST OF OVIEDO IN DE9864'SECTION 18, TOWNSHIP 22 SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM DE9864'THE JUNCTION OF STATE ROADS 434 (CENTRAL AVENUE), 419 AND 426 DE9864'(BROADWAY STREET) IN OVIEDO, GO WESTERLY ON STATE ROAD 426 (BROADWAY DE9864'STREET) FOR 4.85 MI (7.81 KM) TO THE JUNCTION OF COUNTY ROAD 425 (DEAN DE9864'ROAD) ON THE LEFT, TURN LEFT ON COUNTY ROAD 425 (DEAN ROAD) AND GO DE9864'SOUTH FOR 3.6 MI (5.8 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF DE9864'A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3 DE9864'M) ABOVE THE LEVEL OF COUNTY ROAD (DEAN ROAD). LOCATED 49.4 FT (15.1 DE9864'M) WEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 425 (DEAN ROAD) DE9864'SOUTHBOUND LANES, 15.3 FT (4.7 M) SOUTH OF THE APPROXIMATE CENTERLINE DE9864'OF ALLEY STREET, 11.3 FT (3.4 M) NORTH OF POWER POLE NUMBER 836680 AND DE9864'1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9905 *********************************************************************** DE9905 DESIGNATION - S 457 DE9905 PID - DE9905 DE9905 STATE/COUNTY- FL/ORANGE DE9905 USGS QUAD - ORLANDO WEST (1980) DE9905 DE9905 *CURRENT SURVEY CONTROL DE9905 ___________________________________________________________________ DE9905* NAD 83(1986)- 28 35 45. (N) 081 25 09. (W) SCALED DE9905* NAVD 88 - 29.891 (meters) 98.07 (feet) ADJUSTED DE9905 ___________________________________________________________________ DE9905 GEOID HEIGHT- -27.61 (meters) GEOID99 DE9905 DYNAMIC HT - 29.848 (meters) 97.93 (feet) COMP DE9905 MODELED GRAV- 979,211.1 (mgal) NAVD 88 DE9905 DE9905 VERT ORDER - SECOND CLASS I DE9905 DE9905.The horizontal coordinates were scaled from a topographic map and have DE9905.an estimated accuracy of +/- 6 seconds. DE9905 DE9905.The orthometric height was determined by differential leveling DE9905.and adjusted by the National Geodetic Survey in November 2003. DE9905 DE9905.The geoid height was determined by GEOID99. DE9905 DE9905.The dynamic height is computed by dividing the NAVD 88 DE9905.geopotential number by the normal gravity value computed on the DE9905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9905.degrees latitude (g = 980.6199 gals.). DE9905 DE9905.The modeled gravity was interpolated from observed gravity values. DE9905 DE9905; North East Units Estimated Accuracy DE9905;SPC FL E - 472,310. 159,000. MT (+/- 180 meters Scaled) DE9905 DE9905 SUPERSEDED SURVEY CONTROL DE9905 DE9905.No superseded survey control is available for this station. DE9905 DE9905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM590632(NAD 83) DE9905_MARKER: DD = SURVEY DISK DE9905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9905_STAMPING: S 457 1997 DE9905_MARK LOGO: FLDNR DE9905_MAGNETIC: N = NO MAGNETIC MATERIAL DE9905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9905+STABILITY: SURFACE MOTION DE9905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9905+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9905 DE9905 HISTORY - Date Condition Report By DE9905 HISTORY - 1997 MONUMENTED FLDEP DE9905 DE9905 STATION DESCRIPTION DE9905 DE9905'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ) DE9905'THE MARK IS ABOUT 3.0 MI (4.8 KM) NORTHWEST OF ORLANDO, 3.7 MI (6.0 DE9905'KM) NORTHWEST OF WINTER PARK, 2.5 MI (4.0 KM) SOUTHWEST OF EATONVILLE DE9905'ON STATE ROAD 423 (LEE ROAD) IN SECTION 9, TOWNSHIP 22 SOUTH, RANGE 29 DE9905'EAST. TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 426 DE9905'(FAIRBANKS AVENUE) AND U.S. HIGHWAYS 17, 92 (ORLANDO AVENUE) IN WINTER DE9905'PARK, GO NORTH ON U.S. HIGHWAYS 17, 92 (ORLANDO AVENUE) FOR 0.9 MI DE9905'(1.4 KM) TO THE JUNCTION OF STATE ROAD 423 (LEE ROAD) ON THE LEFT, DE9905'TURN LEFT ON STATE ROAD 423 (LEE ROAD) AND GO WEST FOR 3.7 MI (6.0 KM) DE9905'TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT DE9905'FLUSH WITH THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE ROAD DE9905'423. LOCATED 302.4 FT (92.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF DE9905'A DRIVEWAY TO WCPX TV 6 STATION, 211.0 FT (64.3 M) NORTH OF THE SOUTH DE9905'END OF A METAL GUARD RAIL, 170.0 FT (51.8 M) NORTH OF THE APPROXIMATE DE9905'CENTERLINE OF A STORM DRAINAGE DITCH, 33.1 FT (10.1 M) WEST OF THE DE9905'APPROXIMATE CENTERLINE OF THE SOUTHBOUND LANES OF STATE ROAD 423 AND DE9905'6.0 FT (1.8 M) WEST OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9892 *********************************************************************** DE9892 DESIGNATION - T 440 DE9892 PID - DE9892 DE9892 STATE/COUNTY- FL/ORANGE DE9892 USGS QUAD - ORLANDO EAST (1980) DE9892 DE9892 *CURRENT SURVEY CONTROL DE9892 ___________________________________________________________________ DE9892* NAD 83(1986)- 28 36 33. (N) 081 17 18. (W) SCALED DE9892* NAVD 88 - 25.446 (meters) 83.48 (feet) ADJUSTED DE9892 ___________________________________________________________________ DE9892 GEOID HEIGHT- -27.75 (meters) GEOID99 DE9892 DYNAMIC HT - 25.409 (meters) 83.36 (feet) COMP DE9892 MODELED GRAV- 979,215.8 (mgal) NAVD 88 DE9892 DE9892 VERT ORDER - SECOND CLASS I DE9892 DE9892.The horizontal coordinates were scaled from a topographic map and have DE9892.an estimated accuracy of +/- 6 seconds. DE9892 DE9892.The orthometric height was determined by differential leveling DE9892.and adjusted by the National Geodetic Survey in November 2003. DE9892 DE9892.The geoid height was determined by GEOID99. DE9892 DE9892.The dynamic height is computed by dividing the NAVD 88 DE9892.geopotential number by the normal gravity value computed on the DE9892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9892.degrees latitude (g = 980.6199 gals.). DE9892 DE9892.The modeled gravity was interpolated from observed gravity values. DE9892 DE9892; North East Units Estimated Accuracy DE9892;SPC FL E - 473,750. 171,800. MT (+/- 180 meters Scaled) DE9892 DE9892 SUPERSEDED SURVEY CONTROL DE9892 DE9892.No superseded survey control is available for this station. DE9892 DE9892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM718647(NAD 83) DE9892_MARKER: DV = VERTICAL CONTROL DISK DE9892_SETTING: 35 = TRAFFICE LIGHT BASE DE9892_STAMPING: T 440 1997 DE9892_MARK LOGO: NGS DE9892_MAGNETIC: N = NO MAGNETIC MATERIAL DE9892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9892+STABILITY: SURFACE MOTION DE9892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9892+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9892 DE9892 HISTORY - Date Condition Report By DE9892 HISTORY - 1997 MONUMENTED FLDEP DE9892 DE9892 STATION DESCRIPTION DE9892 DE9892'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM) DE9892'THE MARK IS ABOUT 7.35 MI (11.83 KM) SOUTHWEST OF OVIEDO, 5.0 MI (8.0 DE9892'KM) NORTHEAST OF WINTER PARK ON STATE ROAD 426 IN SECTION 2, TOWNSHIP DE9892'22 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM THE INTERSECTION OF DE9892'U.S. HIGHWAY 17, 92 AND STATE ROAD 426 IN WINTER PARK, GO EAST ON DE9892'STATE ROAD 426 (ALOMA AVENUE) FOR 5.0 MI (8.0 KM) TO THE JUNCTION OF DE9892'PALMETTO AVENUE ON THE LEFT AND THE MARK ON THE LEFT, SET IN THE TOP DE9892'OF A CONCRETE BASE OF A TRAFFICE LIGHT, PROJECTING 1.0 FT (0.3 M) DE9892'ABOVE THE LEVEL OF THE GROUND AND 1.5 FT (0.5 M) ABOVE THE LEVEL OF DE9892'STATE ROAD 426. LOCATED 60.2 FT (18.3 M) SOUTHWEST OF THE SOUTHWEST DE9892'CORNER OF A BLOCK BUILDING (ALOMA MAKET), 34.4 FT (10.5 M) EAST OF THE DE9892'CENTERLINE OF PALMETTO AVENUE AND 28.7 FT (8.7 M) NORTH OF THE DE9892'CENTERLINE OF STATE ROAD 426 (ALOMA AVENUE). 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9865 *********************************************************************** DE9865 DESIGNATION - T 453 DE9865 PID - DE9865 DE9865 STATE/COUNTY- FL/ORANGE DE9865 USGS QUAD - ORLANDO EAST (1980) DE9865 DE9865 *CURRENT SURVEY CONTROL DE9865 ___________________________________________________________________ DE9865* NAD 83(1986)- 28 32 20. (N) 081 18 37. (W) SCALED DE9865* NAVD 88 - 31.405 (meters) 103.03 (feet) ADJUSTED DE9865 ___________________________________________________________________ DE9865 GEOID HEIGHT- -27.78 (meters) GEOID99 DE9865 DYNAMIC HT - 31.360 (meters) 102.89 (feet) COMP DE9865 MODELED GRAV- 979,202.8 (mgal) NAVD 88 DE9865 DE9865 VERT ORDER - SECOND CLASS I DE9865 DE9865.The horizontal coordinates were scaled from a topographic map and have DE9865.an estimated accuracy of +/- 6 seconds. DE9865 DE9865.The orthometric height was determined by differential leveling DE9865.and adjusted by the National Geodetic Survey in November 2003. DE9865 DE9865.The geoid height was determined by GEOID99. DE9865 DE9865.The dynamic height is computed by dividing the NAVD 88 DE9865.geopotential number by the normal gravity value computed on the DE9865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9865.degrees latitude (g = 980.6199 gals.). DE9865 DE9865.The modeled gravity was interpolated from observed gravity values. DE9865 DE9865; North East Units Estimated Accuracy DE9865;SPC FL E - 465,970. 169,640. MT (+/- 180 meters Scaled) DE9865 DE9865 SUPERSEDED SURVEY CONTROL DE9865 DE9865.No superseded survey control is available for this station. DE9865 DE9865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM696569(NAD 83) DE9865_MARKER: DV = VERTICAL CONTROL DISK DE9865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9865_STAMPING: T 453 1997 DE9865_MARK LOGO: NGS DE9865_MAGNETIC: N = NO MAGNETIC MATERIAL DE9865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9865+STABILITY: SURFACE MOTION DE9865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9865+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9865 DE9865 HISTORY - Date Condition Report By DE9865 HISTORY - 1997 MONUMENTED FLDEP DE9865 DE9865 STATION DESCRIPTION DE9865 DE9865'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ) DE9865'THE MARK IS ABOUT 8.5 MI (13.7 KM) SOUTH OF CASSELBERRY, 4.7 MI (7.6 DE9865'KM) EAST OF ORLANDO ON STATE ROAD 436 IN SECTION 34, TOWNSHIP 22 DE9865'SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM THE INTERSECTION OF DE9865'SEMORAN BOULEVARD (STATE ROAD 436) AND CURRY FORD ROAD (COUNTY ROAD DE9865'552) ON THE SOUTHEAST SIDE OF ORLANDO, GO NORTH ON SEMORAN BOULEVARD DE9865'(STATE ROAD 436) FOR 1.0 MI (1.6 KM) TO THE MARK ON THE RIGHT, SET IN DE9865'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL DE9865'WITH STATE ROAD 436. LOCATED 163.7 FT (49.9 M) NORTH OF THE CRANE DE9865'PLACE, 126.8 FT (38.6 M) NORTH OF A FLORIDA PHYSICIANS SIGN (SOUTH DE9865'SEMORAN FAMILY CARE), 44.5 FT (13.6 M) EAST OF THE APPROXIMATE DE9865'CENTERLINE OF THE NORTHBOUND LANES OF STATE ROAD 436, 17.5 FT (5.3 M) DE9865'EAST OF THE WEST END OF A CONCRETE BLOCK WALL AND 15.6 FT (4.8 M) EAST DE9865'OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9906 *********************************************************************** DE9906 DESIGNATION - T 457 DE9906 PID - DE9906 DE9906 STATE/COUNTY- FL/ORANGE DE9906 USGS QUAD - ORLANDO WEST (1980) DE9906 DE9906 *CURRENT SURVEY CONTROL DE9906 ___________________________________________________________________ DE9906* NAD 83(1986)- 28 34 52. (N) 081 25 00. (W) SCALED DE9906* NAVD 88 - 30.738 (meters) 100.85 (feet) ADJUSTED DE9906 ___________________________________________________________________ DE9906 GEOID HEIGHT- -27.61 (meters) GEOID99 DE9906 DYNAMIC HT - 30.693 (meters) 100.70 (feet) COMP DE9906 MODELED GRAV- 979,208.8 (mgal) NAVD 88 DE9906 DE9906 VERT ORDER - SECOND CLASS I DE9906 DE9906.The horizontal coordinates were scaled from a topographic map and have DE9906.an estimated accuracy of +/- 6 seconds. DE9906 DE9906.The orthometric height was determined by differential leveling DE9906.and adjusted by the National Geodetic Survey in November 2003. DE9906 DE9906.The geoid height was determined by GEOID99. DE9906 DE9906.The dynamic height is computed by dividing the NAVD 88 DE9906.geopotential number by the normal gravity value computed on the DE9906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9906.degrees latitude (g = 980.6199 gals.). DE9906 DE9906.The modeled gravity was interpolated from observed gravity values. DE9906 DE9906; North East Units Estimated Accuracy DE9906;SPC FL E - 470,680. 159,240. MT (+/- 180 meters Scaled) DE9906 DE9906 SUPERSEDED SURVEY CONTROL DE9906 DE9906.No superseded survey control is available for this station. DE9906 DE9906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM592616(NAD 83) DE9906_MARKER: DD = SURVEY DISK DE9906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9906_STAMPING: T 457 1997 DE9906_MARK LOGO: FLDNR DE9906_MAGNETIC: N = NO MAGNETIC MATERIAL DE9906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9906+STABILITY: SURFACE MOTION DE9906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9906+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9906 DE9906 HISTORY - Date Condition Report By DE9906 HISTORY - 1997 MONUMENTED FLDEP DE9906 DE9906 STATION DESCRIPTION DE9906 DE9906'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ) DE9906'THE MARK IS ABOUT 3.0 MI (4.8 KM) NORTHWEST OF ORLANDO, 3.7 MI (6.0 DE9906'KM) NORTHWEST OF WINTER PARK, 2.5 MI (4.0 KM) SOUTHWEST OF EATONVILLE DE9906'ON STATE ROAD 423 (LEE ROAD) IN SECTION 16, TOWNSHIP 22 SOUTH, RANGE DE9906'29 EAST. TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 426 DE9906'(FAIRBANKS AVENUE) AND U.S. HIGHWAYS 17, 92 (ORLANDO AVENUE) IN WINTER DE9906'PARK, GO NORTH ON U.S. HIGHWAYS 17, 92 (ORLANDO AVENUE) FOR 0.9 MI DE9906'(1.4 KM) TO THE JUNCTION OF STATE ROAD 423 (LEE ROAD) ON THE LEFT, DE9906'TURN LEFT ON STATE ROAD 423 (LEE ROAD) AND GO WEST FOR 4.7 MI (7.6 KM) DE9906'TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT DE9906'FLUSH WITH THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE ROAD DE9906'423. LOCATED 270.3 FT (82.4 M) NORTH OF THE CENTERLINE OF THE RAILROAD DE9906'TRACKS, 37.2 FT (11.3 M) SOUTH OF THE CENTERLINE OF A METAL STORM DE9906'DRAINAGE (APPROXIMATE 3.0 FT (0.9 M) X 3.0 FT (0.9 M) ), 34.6 FT (10.5 DE9906'M) EAST OF THE APPROXIMATE CENTERLINE OF THE SOUTHBOUND LANES OF STATE DE9906'ROAD 423, 33.8 FT (10.3 M) WEST OF THE APPROXIMATE CENTERLINE OF THE DE9906'NORTHBOUND LANES OF STATE ROAD 423 AND 1.4 FT (0.4 M) NORTH OF A DE9906'CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9944 *********************************************************************** DE9944 DESIGNATION - TOSO 1 DE9944 PID - DE9944 DE9944 STATE/COUNTY- FL/ORANGE DE9944 USGS QUAD - BITHLO (1980) DE9944 DE9944 *CURRENT SURVEY CONTROL DE9944 ___________________________________________________________________ DE9944* NAD 83(1986)- 28 32 11. (N) 081 00 45. (W) SCALED DE9944* NAVD 88 - 11.774 (meters) 38.63 (feet) ADJUSTED DE9944 ___________________________________________________________________ DE9944 GEOID HEIGHT- -28.03 (meters) GEOID99 DE9944 DYNAMIC HT - 11.757 (meters) 38.57 (feet) COMP DE9944 MODELED GRAV- 979,209.4 (mgal) NAVD 88 DE9944 DE9944 VERT ORDER - SECOND CLASS I DE9944 DE9944.The horizontal coordinates were scaled from a topographic map and have DE9944.an estimated accuracy of +/- 6 seconds. DE9944 DE9944.The orthometric height was determined by differential leveling DE9944.and adjusted by the National Geodetic Survey in November 2003. DE9944 DE9944.The geoid height was determined by GEOID99. DE9944 DE9944.The dynamic height is computed by dividing the NAVD 88 DE9944.geopotential number by the normal gravity value computed on the DE9944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9944.degrees latitude (g = 980.6199 gals.). DE9944 DE9944.The modeled gravity was interpolated from observed gravity values. DE9944 DE9944; North East Units Estimated Accuracy DE9944;SPC FL E - 465,650. 198,780. MT (+/- 180 meters Scaled) DE9944 DE9944 SUPERSEDED SURVEY CONTROL DE9944 DE9944.No superseded survey control is available for this station. DE9944 DE9944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM987566(NAD 83) DE9944_MARKER: F = FLANGE-ENCASED ROD DE9944_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DE9944_STAMPING: TOSO 1 DE9944_MARK LOGO: NGS DE9944_PROJECTION: FLUSH DE9944_MAGNETIC: N = NO MAGNETIC MATERIAL DE9944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE9944_ROD/PIPE-DEPTH: 24.2 meters DE9944 DE9944 HISTORY - Date Condition Report By DE9944 HISTORY - 1996 MONUMENTED FLDEP DE9944 HISTORY - 19970503 GOOD FLDEP DE9944 DE9944 STATION DESCRIPTION DE9944 DE9944'DESCRIBED BY FL DEPT OF ENV PRO 1997 (RLM) DE9944'THE MARK ABOUT 13.8 MI (22.2 KM) WEST OF INDIAN RIVER CITY, 0.45 MI DE9944'(0.72 KM) EAST OF CHRISTMAS IN SECTION 34, TOWNSHIP 22 SOUTH, RANGE 33 DE9944'EAST. TO REACH THE MARK FROM THE POST OFFICE IN CHRISTMAS, GO EAST ON DE9944'STATE ROAD 50 FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF TAYLOR CREEK DE9944'ROAD ON THE RIGHT AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DE9944'DRIVEN TO REFUSAL AT A DEPTH OF 80.2 FT (24.4 M) WITH A LOGO CAP FLUSH DE9944'WITH THE GROUND, THE DATUM POINT IS RECESSED 0.3 FT (9.1 CM) BELOW THE DE9944'LEVEL OF THE LOGO CAP. LOCATED 153.1 FT (46.7 M) SOUTH OF THE DE9944'CENTERLINE OF THE EASTBOUND LANES OF STATE ROAD 50, 76.2 DE9944'SOUTH-SOUTHWEST OF A STOP-ONE WAY SIGN AT THE JUNCTION OF TAYLOR CREEK DE9944'ROAD, 29.5 FT (9.0 M) WEST-SOUTHWEST OF THE CENTERLINE OF TAYLOR CREEK DE9944'ROAD AND 1.5 FT (0.5 M) EAST-NORTHEAST OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9953 *********************************************************************** DE9953 DESIGNATION - TOSO 10 DE9953 PID - DE9953 DE9953 STATE/COUNTY- FL/ORANGE DE9953 USGS QUAD - LAKE POINSETT NW (1984) DE9953 DE9953 *CURRENT SURVEY CONTROL DE9953 ___________________________________________________________________ DE9953* NAD 83(1986)- 28 27 41. (N) 080 56 57. (W) SCALED DE9953* NAVD 88 - 5.596 (meters) 18.36 (feet) ADJUSTED DE9953 ___________________________________________________________________ DE9953 GEOID HEIGHT- -28.09 (meters) GEOID99 DE9953 DYNAMIC HT - 5.588 (meters) 18.33 (feet) COMP DE9953 MODELED GRAV- 979,203.1 (mgal) NAVD 88 DE9953 DE9953 VERT ORDER - SECOND CLASS I DE9953 DE9953.The horizontal coordinates were scaled from a topographic map and have DE9953.an estimated accuracy of +/- 6 seconds. DE9953 DE9953.The orthometric height was determined by differential leveling DE9953.and adjusted by the National Geodetic Survey in November 2003. DE9953 DE9953.The geoid height was determined by GEOID99. DE9953 DE9953.The dynamic height is computed by dividing the NAVD 88 DE9953.geopotential number by the normal gravity value computed on the DE9953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9953.degrees latitude (g = 980.6199 gals.). DE9953 DE9953.The modeled gravity was interpolated from observed gravity values. DE9953 DE9953; North East Units Estimated Accuracy DE9953;SPC FL E - 457,340. 204,980. MT (+/- 180 meters Scaled) DE9953 DE9953 SUPERSEDED SURVEY CONTROL DE9953 DE9953.No superseded survey control is available for this station. DE9953 DE9953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM049483(NAD 83) DE9953_MARKER: DD = SURVEY DISK DE9953_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND DE9953_STAMPING: TOSO 10 1996 DE9953_MARK LOGO: FLDNR DE9953_MAGNETIC: N = NO MAGNETIC MATERIAL DE9953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE9953_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9953+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1997 DE9953 DE9953 HISTORY - Date Condition Report By DE9953 HISTORY - 1996 MONUMENTED FLDEP DE9953 HISTORY - 19970516 GOOD FLDEP DE9953 DE9953 STATION DESCRIPTION DE9953 DE9953'DESCRIBED BY FL DEPT OF ENV PRO 1997 (RLM) DE9953'THE MARK IS ABOUT 11.0 MI (17.7 KM) WEST OF INDIAN RIVER CITY, 9.1 DE9953'SOUTHEAST OF CHRISTMAS IN SECTION 29, TOWNSHIP 23 SOUTH, RANGE 34 DE9953'EAST. TO REACH THE MARK FROM THE POST OFFICE IN CHRISTMAS, GO EAST ON DE9953'STATE ROAD 50 FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF TAYLOR CREEK DE9953'ROAD ON THE RIGHT, TURN RIGHT ON TAYLOR CREEK ROAD AND GO SOUTHEAST DE9953'FOR 0.95 MI (1.53 KM) TO THE END OF THE PAVEMENT, CONTINUE SOUTHEAST DE9953'ON TAYLOR CREEK ROAD (DIRT) FOR 1.9 MI (3.1 KM) TO THE JUNCTION OF DE9953'RANCH HOUSE ROAD, THE ENTRANCE ROAD FOR THE TOSOHATCHEE STATE RESERVE, DE9953'ON THE LEFT, TURN LEFT ON RANCH HOUSE ROAD AND GO EAST FOR 1.15 MI DE9953'(1.85 KM) TO THE JUNCTION OF ST. NICKLAUS ROAD ON THE LEFT, CONTINUE DE9953'EAST ON RANCH HOUSE ROAD FOR 0.95 MI (1.53 KM) TO THE JUNCTION OF A DE9953'DIM TRACK ROAD ON THE LEFT, CONTINUE EAST ON RANCH HOUSE ROAD FOR 0.85 DE9953'MI (1.37 KM) TO THE INTERSECTION OF FISH HOLE ROAD, TURN RIGHT ON FISH DE9953'HOLE ROAD AND GO SOUTH FOR 1.1 MI (1.8 KM) TO A Y-JUNCTION, BEAR RIGHT DE9953'AT THE Y-JUNCTION ON FISH HOLE ROAD AND GO SOUTHWEST AND SOUTH FOR 2.1 DE9953'MI (3.4 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A PREFABRICATED DE9953'CONCRETE POST SURROUNDED BY A 4.0 FT (1.2 M) LONG 6-INCH PVC PIPE DE9953'FILLED WITH CONCRETE IMBEDDED IN THE GROUND, PROJECTING 0.4 FT (12.2 DE9953'CM) ABOVE THE LEVEL OF THE GROUND AND LEVEL WITH FISH HOLE ROAD. DE9953'LOCATED 30.0 FT (9.1 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF DE9953'FISH HOLE ROAD AND 2.0 FT (0.6 M) SOUTHWEST OF A CARSONITE WITNESS DE9953'POST. NOTE FOR KEY CONTACT CHARLIE MATTHEWS PARK MANAGER TOSOHATCHEE DE9953'STATE RESERVE, 3365 TAYLOR CREEK ROAD, CHRISTMAS, FL 32709. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9941 *********************************************************************** DE9941 DESIGNATION - TOSO 12 DE9941 PID - DE9941 DE9941 STATE/COUNTY- FL/ORANGE DE9941 USGS QUAD - LAKE POINSETT NW (1984) DE9941 DE9941 *CURRENT SURVEY CONTROL DE9941 ___________________________________________________________________ DE9941* NAD 83(1986)- 28 27 55. (N) 080 55 29. (W) SCALED DE9941* NAVD 88 - 4.978 (meters) 16.33 (feet) ADJUSTED DE9941 ___________________________________________________________________ DE9941 GEOID HEIGHT- -28.09 (meters) GEOID99 DE9941 DYNAMIC HT - 4.971 (meters) 16.31 (feet) COMP DE9941 MODELED GRAV- 979,205.9 (mgal) NAVD 88 DE9941 DE9941 VERT ORDER - SECOND CLASS I DE9941 DE9941.The horizontal coordinates were scaled from a topographic map and have DE9941.an estimated accuracy of +/- 6 seconds. DE9941 DE9941.The orthometric height was determined by differential leveling DE9941.and adjusted by the National Geodetic Survey in November 2003. DE9941.No vertical observational check was made to the station. DE9941 DE9941.The geoid height was determined by GEOID99. DE9941 DE9941.The dynamic height is computed by dividing the NAVD 88 DE9941.geopotential number by the normal gravity value computed on the DE9941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9941.degrees latitude (g = 980.6199 gals.). DE9941 DE9941.The modeled gravity was interpolated from observed gravity values. DE9941 DE9941; North East Units Estimated Accuracy DE9941;SPC FL E - 457,770. 207,370. MT (+/- 180 meters Scaled) DE9941 DE9941 SUPERSEDED SURVEY CONTROL DE9941 DE9941.No superseded survey control is available for this station. DE9941 DE9941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM073487(NAD 83) DE9941_MARKER: DD = SURVEY DISK DE9941_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND DE9941_STAMPING: TOSO 12 1996 DE9941_MARK LOGO: FLDNR DE9941_MAGNETIC: N = NO MAGNETIC MATERIAL DE9941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE9941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9941+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1997 DE9941 DE9941 HISTORY - Date Condition Report By DE9941 HISTORY - 1996 MONUMENTED FLDEP DE9941 HISTORY - 19970516 GOOD FLDEP DE9941 DE9941 STATION DESCRIPTION DE9941 DE9941'DESCRIBED BY FL DEPT OF ENV PRO 1997 (RLM) DE9941'THE MARK IS ABOUT 12.0 MI (19.3 KM) WEST OF INDIAN RIVER CITY, 8.1 DE9941'SOUTHEAST OF CHRISTMAS IN SECTION 21, TOWNSHIP 23 SOUTH, RANGE 34 DE9941'EAST. TO REACH THE MARK FROM THE POST OFFICE IN CHRISTMAS, GO EAST ON DE9941'STATE ROAD 50 FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF TAYLOR CREEK DE9941'ROAD ON THE RIGHT, TURN RIGHT ON TAYLOR CREEK ROAD AND GO SOUTHEAST DE9941'FOR 0.95 MI (1.53 KM) TO THE END OF THE PAVEMENT, CONTINUE SOUTHEAST DE9941'ON TAYLOR CREEK ROAD (DIRT) FOR 1.9 MI (3.1 KM) TO THE JUNCTION OF DE9941'RANCH HOUSE ROAD, THE ENTRANCE ROAD FOR THE TOSOHATCHEE STATE RESERVE, DE9941'ON THE LEFT, TURN LEFT ON RANCH HOUSE ROAD AND GO EAST FOR 1.15 MI DE9941'(1.85 KM) TO THE JUNCTION OF ST. NICKLAUS ROAD ON THE LEFT, CONTINUE DE9941'EAST ON RANCH HOUSE ROAD FOR 0.95 MI (1.53 KM) TO THE JUNCTION OF A DE9941'DIM TRACK ROAD ON THE LEFT, CONTINUE EAST ON RANCH HOUSE ROAD FOR 0.85 DE9941'MI (1.37 KM) TO THE INTERSECTION OF FISH HOLE ROAD, TURN RIGHT ON FISH DE9941'HOLE ROAD AND GO SOUTH FOR 1.1 MI (1.8 KM) TO A Y-JUNCTION, BEAR RIGHT DE9941'AT THE Y-JUNCTION ON FISH HOLE ROAD AND GO SOUTHWEST AND SOUTH FOR 3.2 DE9941'MI (5.1 KM) TO THE INTERSECTION OF LONG BLUFF ROAD, TURN LEFT ON LONG DE9941'BLUFF ROAD AND GO NORTHEAST FOR 1.0 MI (1.6 KM) TO THE MARK ON THE DE9941'RIGHT IN A GRASS PARKING AREA, SET IN THE TOP OF A PREFABRICATED DE9941'CONCRETE POST SURROUNDED BY A 4.0 FT (1.2 M) LONG 6-INCH PVC PIPE DE9941'FILLED WITH CONCRETE IMBEDDED IN THE GROUND, PROJECTING 0.4 FT (12.2 DE9941'CM) ABOVE THE LEVEL OF THE GROUND. LOCATED 21.0 FT (6.4 M) SOUTHEAST DE9941'OF THE APPROXIMATE CENTERLINE OF LONG BLUFF ROAD, 9.8 FT (3.0 M) WEST DE9941'OF THE WOODEN PARKING SIGN AND 1.4 FT (0.4 M) NORTHWEST OF A CARSONITE DE9941'WITNESS POST. NOTE FOR KEY CONTACT CHARLIE MATTHEWS PARK MANAGER DE9941'TOSOHATCHEE STATE RESERVE, 3365 TAYLOR CREEK ROAD, CHRISTMAS, FL DE9941'32709. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9942 *********************************************************************** DE9942 DESIGNATION - TOSO 13 DE9942 PID - DE9942 DE9942 STATE/COUNTY- FL/ORANGE DE9942 USGS QUAD - LAKE POINSETT NW (1984) DE9942 DE9942 *CURRENT SURVEY CONTROL DE9942 ___________________________________________________________________ DE9942* NAD 83(1986)- 28 28 28. (N) 080 54 46. (W) SCALED DE9942* NAVD 88 - 4.577 (meters) 15.02 (feet) ADJUSTED DE9942 ___________________________________________________________________ DE9942 GEOID HEIGHT- -28.08 (meters) GEOID99 DE9942 DYNAMIC HT - 4.570 (meters) 14.99 (feet) COMP DE9942 MODELED GRAV- 979,208.5 (mgal) NAVD 88 DE9942 DE9942 VERT ORDER - SECOND CLASS I DE9942 DE9942.The horizontal coordinates were scaled from a topographic map and have DE9942.an estimated accuracy of +/- 6 seconds. DE9942 DE9942.The orthometric height was determined by differential leveling DE9942.and adjusted by the National Geodetic Survey in November 2003. DE9942.No vertical observational check was made to the station. DE9942 DE9942.The geoid height was determined by GEOID99. DE9942 DE9942.The dynamic height is computed by dividing the NAVD 88 DE9942.geopotential number by the normal gravity value computed on the DE9942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9942.degrees latitude (g = 980.6199 gals.). DE9942 DE9942.The modeled gravity was interpolated from observed gravity values. DE9942 DE9942; North East Units Estimated Accuracy DE9942;SPC FL E - 458,790. 208,540. MT (+/- 180 meters Scaled) DE9942 DE9942 SUPERSEDED SURVEY CONTROL DE9942 DE9942.No superseded survey control is available for this station. DE9942 DE9942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM085497(NAD 83) DE9942_MARKER: DD = SURVEY DISK DE9942_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND DE9942_STAMPING: TOSO 13 1996 DE9942_MARK LOGO: FLDNR DE9942_MAGNETIC: N = NO MAGNETIC MATERIAL DE9942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE9942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9942+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1997 DE9942 DE9942 HISTORY - Date Condition Report By DE9942 HISTORY - 1996 MONUMENTED FLDEP DE9942 HISTORY - 19970516 GOOD FLDEP DE9942 DE9942 STATION DESCRIPTION DE9942 DE9942'DESCRIBED BY FL DEPT OF ENV PRO 1997 (RLM) DE9942'THE MARK IS ABOUT 12.0 MI (19.3 KM) WEST OF INDIAN RIVER CITY, 7.1 DE9942'SOUTHEAST OF CHRISTMAS IN SECTION 22, TOWNSHIP 23 SOUTH, RANGE 34 DE9942'EAST. TO REACH THE MARK FROM THE POST OFFICE IN CHRISTMAS, GO EAST ON DE9942'STATE ROAD 50 FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF TAYLOR CREEK DE9942'ROAD ON THE RIGHT, TURN RIGHT ON TAYLOR CREEK ROAD AND GO SOUTHEAST DE9942'FOR 0.95 MI (1.53 KM) TO THE END OF THE PAVEMENT, CONTINUE SOUTHEAST DE9942'ON TAYLOR CREEK ROAD (DIRT) FOR 1.9 MI (3.1 KM) TO THE JUNCTION OF DE9942'RANCH HOUSE ROAD, THE ENTRANCE ROAD FOR THE TOSOHATCHEE STATE RESERVE, DE9942'ON THE LEFT, TURN LEFT ON RANCH HOUSE ROAD AND GO EAST FOR 1.15 MI DE9942'(1.85 KM) TO THE JUNCTION OF ST. NICKLAUS ROAD ON THE LEFT, CONTINUE DE9942'EAST ON RANCH HOUSE ROAD FOR 0.95 MI (1.53 KM) TO THE JUNCTION OF A DE9942'DIM TRACK ROAD ON THE LEFT, CONTINUE EAST ON RANCH HOUSE ROAD FOR 0.85 DE9942'MI (1.37 KM) TO THE INTERSECTION OF FISH HOLE ROAD, TURN RIGHT ON FISH DE9942'HOLE ROAD AND GO SOUTH FOR 1.1 MI (1.8 KM) TO A Y-JUNCTION, BEAR RIGHT DE9942'AT THE Y-JUNCTION ON FISH HOLE ROAD AND GO SOUTHWEST AND SOUTH FOR 3.2 DE9942'MI (5.1 KM) TO THE INTERSECTION OF LONG BLUFF ROAD, TURN LEFT ON LONG DE9942'BLUFF ROAD AND GO NORTHEAST AND EAST FOR 2.0 MI (3.2 KM) TO THE MARK DE9942'ON THE RIGHT, SET IN THE TOP OF A PREFABRICATED CONCRETE POST DE9942'SURROUNDED BY A 4.0 FT (1.2 M) LONG 6-INCH PVC PIPE FILLED WITH DE9942'CONCRETE IMBEDDED IN THE GROUND, PROJECTING 0.3 FT (9.1 CM) ABOVE THE DE9942'LEVEL OF THE GROUND. LOCATED 14.0 FT (4.3 M) SOUTH OF THE APPROXIMATE DE9942'CENTERLINE OF LONG BLUFF ROAD AND 2.9 FT (0.9 M) NORTH OF A CARSONITE DE9942'WITNESS POST. NOTE FOR KEY CONTACT CHARLIE MATTHEWS PARK MANAGER DE9942'TOSOHATCHEE STATE RESERVE, 3365 TAYLOR CREEK ROAD, CHRISTMAS, FL DE9942'32709. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9943 *********************************************************************** DE9943 DESIGNATION - TOSO 14 DE9943 PID - DE9943 DE9943 STATE/COUNTY- FL/ORANGE DE9943 USGS QUAD - LAKE POINSETT NW (1984) DE9943 DE9943 *CURRENT SURVEY CONTROL DE9943 ___________________________________________________________________ DE9943* NAD 83(1986)- 28 28 46. (N) 080 54 11. (W) SCALED DE9943* NAVD 88 - 4.632 (meters) 15.20 (feet) ADJUSTED DE9943 ___________________________________________________________________ DE9943 GEOID HEIGHT- -28.07 (meters) GEOID99 DE9943 DYNAMIC HT - 4.626 (meters) 15.18 (feet) COMP DE9943 MODELED GRAV- 979,210.2 (mgal) NAVD 88 DE9943 DE9943 VERT ORDER - SECOND CLASS I DE9943 DE9943.The horizontal coordinates were scaled from a topographic map and have DE9943.an estimated accuracy of +/- 6 seconds. DE9943 DE9943.The orthometric height was determined by differential leveling DE9943.and adjusted by the National Geodetic Survey in November 2003. DE9943.No vertical observational check was made to the station. DE9943 DE9943.The geoid height was determined by GEOID99. DE9943 DE9943.The dynamic height is computed by dividing the NAVD 88 DE9943.geopotential number by the normal gravity value computed on the DE9943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9943.degrees latitude (g = 980.6199 gals.). DE9943 DE9943.The modeled gravity was interpolated from observed gravity values. DE9943 DE9943; North East Units Estimated Accuracy DE9943;SPC FL E - 459,340. 209,490. MT (+/- 180 meters Scaled) DE9943 DE9943 SUPERSEDED SURVEY CONTROL DE9943 DE9943.No superseded survey control is available for this station. DE9943 DE9943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM094503(NAD 83) DE9943_MARKER: DD = SURVEY DISK DE9943_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND DE9943_STAMPING: TOSO 14 1996 DE9943_MARK LOGO: FLDNR DE9943_MAGNETIC: N = NO MAGNETIC MATERIAL DE9943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE9943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9943+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1997 DE9943 DE9943 HISTORY - Date Condition Report By DE9943 HISTORY - 1996 MONUMENTED FLDEP DE9943 HISTORY - 19970516 GOOD FLDEP DE9943 DE9943 STATION DESCRIPTION DE9943 DE9943'DESCRIBED BY FL DEPT OF ENV PRO 1997 (RLM) DE9943'THE MARK IS ABOUT 13.0 MI (20.9 KM) WEST OF INDIAN RIVER CITY, 6.1 DE9943'SOUTHEAST OF CHRISTMAS IN SECTION 14, TOWNSHIP 23 SOUTH, RANGE 34 DE9943'EAST. TO REACH THE MARK FROM THE POST OFFICE IN CHRISTMAS, GO EAST ON DE9943'STATE ROAD 50 FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF TAYLOR CREEK DE9943'ROAD ON THE RIGHT, TURN RIGHT ON TAYLOR CREEK ROAD AND GO SOUTHEAST DE9943'FOR 0.95 MI (1.53 KM) TO THE END OF THE PAVEMENT, CONTINUE SOUTHEAST DE9943'ON TAYLOR CREEK ROAD (DIRT) FOR 1.9 MI (3.1 KM) TO THE JUNCTION OF DE9943'RANCH HOUSE ROAD, THE ENTRANCE ROAD FOR THE TOSOHATCHEE STATE RESERVE, DE9943'ON THE LEFT, TURN LEFT ON RANCH HOUSE ROAD AND GO EAST FOR 1.15 MI DE9943'(1.85 KM) TO THE JUNCTION OF ST. NICKLAUS ROAD ON THE LEFT, CONTINUE DE9943'EAST ON RANCH HOUSE ROAD FOR 0.95 MI (1.53 KM) TO THE JUNCTION OF A DE9943'DIM TRACK ROAD ON THE LEFT, CONTINUE EAST ON RANCH HOUSE ROAD FOR 0.85 DE9943'MI (1.37 KM) TO THE INTERSECTION OF FISH HOLE ROAD, TURN RIGHT ON FISH DE9943'HOLE ROAD AND GO SOUTH FOR 1.1 MI (1.8 KM) TO A Y-JUNCTION, BEAR RIGHT DE9943'AT THE Y-JUNCTION ON FISH HOLE ROAD AND GO SOUTHWEST AND SOUTH FOR 3.2 DE9943'MI (5.1 KM) TO THE INTERSECTION OF LONG BLUFF ROAD, TURN LEFT ON LONG DE9943'BLUFF ROAD AND GO NORTHEAST, EAST AND NORTHEAST FOR 2.7 MI (4.3 KM) TO DE9943'THE MARK ON THE RIGHT, SET IN THE TOP OF A PREFABRICATED CONCRETE POST DE9943'SURROUNDED BY A 4.0 FT (1.2 M) LONG 6-INCH PVC PIPE FILLED WITH DE9943'CONCRETE IMBEDDED IN THE GROUND, PROJECTING 0.6 FT (18.3 CM) ABOVE THE DE9943'LEVEL OF THE GROUND. LOCATED 12.0 FT (3.7 M) EAST OF THE APPROXIMATE DE9943'CENTERLINE OF LONG BLUFF ROAD AND 1.6 FT (0.5 M) WEST OF A CARSONITE DE9943'WITNESS POST. NOTE FOR KEY CONTACT CHARLIE MATTHEWS PARK MANAGER DE9943'TOSOHATCHEE STATE RESERVE, 3365 TAYLOR CREEK ROAD, CHRISTMAS, FL DE9943'32709. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9964 *********************************************************************** DE9964 DESIGNATION - TOSO 15 DE9964 PID - DE9964 DE9964 STATE/COUNTY- FL/ORANGE DE9964 USGS QUAD - LAKE POINSETT NW (1984) DE9964 DE9964 *CURRENT SURVEY CONTROL DE9964 ___________________________________________________________________ DE9964* NAD 83(1986)- 28 26 37. (N) 080 56 30. (W) SCALED DE9964* NAVD 88 - 5.670 (meters) 18.60 (feet) ADJUSTED DE9964 ___________________________________________________________________ DE9964 GEOID HEIGHT- -28.10 (meters) GEOID99 DE9964 DYNAMIC HT - 5.662 (meters) 18.58 (feet) COMP DE9964 MODELED GRAV- 979,200.8 (mgal) NAVD 88 DE9964 DE9964 VERT ORDER - SECOND CLASS I DE9964 DE9964.The horizontal coordinates were scaled from a topographic map and have DE9964.an estimated accuracy of +/- 6 seconds. DE9964 DE9964.The orthometric height was determined by differential leveling DE9964.and adjusted by the National Geodetic Survey in November 2003. DE9964.No vertical observational check was made to the station. DE9964 DE9964.The geoid height was determined by GEOID99. DE9964 DE9964.The dynamic height is computed by dividing the NAVD 88 DE9964.geopotential number by the normal gravity value computed on the DE9964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9964.degrees latitude (g = 980.6199 gals.). DE9964 DE9964.The modeled gravity was interpolated from observed gravity values. DE9964 DE9964; North East Units Estimated Accuracy DE9964;SPC FL E - 455,370. 205,710. MT (+/- 180 meters Scaled) DE9964 DE9964 SUPERSEDED SURVEY CONTROL DE9964 DE9964.No superseded survey control is available for this station. DE9964 DE9964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM057463(NAD 83) DE9964_MARKER: DD = SURVEY DISK DE9964_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND DE9964_STAMPING: TOSO 15 1996 DE9964_MARK LOGO: FLDNR DE9964_MAGNETIC: N = NO MAGNETIC MATERIAL DE9964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE9964_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9964+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1997 DE9964 DE9964 HISTORY - Date Condition Report By DE9964 HISTORY - 1996 MONUMENTED FLDEP DE9964 HISTORY - 19970503 GOOD FLDEP DE9964 DE9964 STATION DESCRIPTION DE9964 DE9964'DESCRIBED BY FL DEPT OF ENV PRO 1997 (RLM) DE9964'THE MARK IS ABOUT 13.0 MI (20.9 KM) WEST OF COCOA, IN SECTION 32, DE9964'TOWNSHIP 23 SOUTH, RANGE 34 EAST. TO REACH THE MARK FROM THE POST DE9964'OFFICE IN CHRISTMAS, GO EAST ON STATE ROAD 50 FOR 0.45 MI (0.72 KM) TO DE9964'THE JUNCTION OF TAYLOR CREEK ROAD ON THE RIGHT, TURN RIGHT ON TAYLOR DE9964'CREEK ROAD AND GO SOUTHEAST FOR 0.95 MI (1.53 KM) TO THE END OF THE DE9964'PAVEMENT, CONTINUE SOUTHEAST ON TAYLOR CREEK ROAD (DIRT) FOR 1.9 MI DE9964'(3.1 KM) TO THE JUNCTION OF RANCH HOUSE ROAD, THE ENTRENCE ROAD FOR DE9964'THE TOSOHATCHEE STATE RESERVE, ON THE LEFT, TURN LEFT ON RANCH HOUSE DE9964'ROAD AND GO EAST FOR 1.15 MI (1.85 KM) TO THE JUNCTION OF ST. DE9964'NICKLAND ROAD ON THE LEFT, CONTINUE EAST ON RANCH HOUSE ROAD FOR 0.95 DE9964'MI (1.53 KM) TO THE JUNCTION OF A DIM TRACK ROAD ON THE LEFT, CONTINUE DE9964'EAST ON RANCH HOUSE ROAD 0.85 MI (1.37 KM) TO THE INTERSECTION OF FISH DE9964'HOLE ROAD, TURN RIGHT ON FISH HOLE ROAD AND GO SOUTH FOR 1.1 MI (1.8 DE9964'KM) TO A Y-JUNCTION, BEAR RIGHT AT THE Y-JUNCTION ON FISH HOLE ROAD DE9964'AND GO SOUTHWEST AND SOUTH FOR 3.2 MI (5.1 KM) TO THE INTERSECTION OF DE9964'LONG BLUFF ROAD, TURN RIGHT AND GO SOUTH ON FISH HOLE ROAD FOR DE9964'APPROXIMATE 100 FT (30.5 M) TO THE OVERPASS OF THE EAST-WEST BEE LINE DE9964'EXPRESSWAY, CONTINUE SOUTH FOR 0.05 MI (0.08 KM) TO A Y-JUNCTION, BEAR DE9964'RIGHT AT THE Y-JUNCTION ON FISH HOLE ROAD AND GO SOUTHWEST FOR 0.2 MI DE9964'(0.3 KM) TO A LOCK GATE, CONTINUE SOUTHWEST ON FISH HOLE ROAD FOR 0.25 DE9964'MI (0.40 KM) TO A JUNCTION, BEAR RIGHT AND GO SOUTHWEST ON FISH HOLE DE9964'ROAD FOR 0.3 MI (0.5 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A DE9964'PREFABRICATED CONCRETE POST SURROUNDED BY A 4.0 FT (1.2 M) LONG 6-INCH DE9964'PVC PIPE FILLED WITH CONCRETE IMBEDDED IN THE GROUND. LOCATED 9.7 FT DE9964'(3.0 M) SOUTH OF THE APPROXIMATE CENTERLINE OF FISH HOLE ROAD AND 2.0 DE9964'FT (0.6 M) NORTH OF A CARSONITE WITNESS POST. NOTE FOR KEY CONTACT DE9964'CHARLIE MATTHEWS PARK MANAGER TOSOHATCHEE STATE RESERVE, 3365 TAYLOR DE9964'CREEK ROAD, CHRISTMAS, FL 32709. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9959 *********************************************************************** DE9959 DESIGNATION - TOSO 19 DE9959 PID - DE9959 DE9959 STATE/COUNTY- FL/ORANGE DE9959 USGS QUAD - LAKE POINSETT SW (1980) DE9959 DE9959 *CURRENT SURVEY CONTROL DE9959 ___________________________________________________________________ DE9959* NAD 83(1986)- 28 21 12. (N) 080 54 57. (W) SCALED DE9959* NAVD 88 - 6.907 (meters) 22.66 (feet) ADJUSTED DE9959 ___________________________________________________________________ DE9959 GEOID HEIGHT- -28.14 (meters) GEOID99 DE9959 DYNAMIC HT - 6.897 (meters) 22.63 (feet) COMP DE9959 MODELED GRAV- 979,188.2 (mgal) NAVD 88 DE9959 DE9959 VERT ORDER - SECOND CLASS I DE9959 DE9959.The horizontal coordinates were scaled from a topographic map and have DE9959.an estimated accuracy of +/- 6 seconds. DE9959 DE9959.The orthometric height was determined by differential leveling DE9959.and adjusted by the National Geodetic Survey in November 2003. DE9959.No vertical observational check was made to the station. DE9959 DE9959.The geoid height was determined by GEOID99. DE9959 DE9959.The dynamic height is computed by dividing the NAVD 88 DE9959.geopotential number by the normal gravity value computed on the DE9959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9959.degrees latitude (g = 980.6199 gals.). DE9959 DE9959.The modeled gravity was interpolated from observed gravity values. DE9959 DE9959; North East Units Estimated Accuracy DE9959;SPC FL E - 445,370. 208,250. MT (+/- 180 meters Scaled) DE9959 DE9959 SUPERSEDED SURVEY CONTROL DE9959 DE9959.No superseded survey control is available for this station. DE9959 DE9959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM082363(NAD 83) DE9959_MARKER: DD = SURVEY DISK DE9959_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND DE9959_STAMPING: TOSO 19 1996 DE9959_MARK LOGO: FLDNR DE9959_MAGNETIC: N = NO MAGNETIC MATERIAL DE9959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE9959 DE9959 HISTORY - Date Condition Report By DE9959 HISTORY - 1996 MONUMENTED FLDEP DE9959 HISTORY - 19970529 GOOD FLDEP DE9959 DE9959 STATION DESCRIPTION DE9959 DE9959'DESCRIBED BY FL DEPT OF ENV PRO 1997 (RLM) DE9959'THE MARK IS ABOUT 11.0 MI (17.7 KM) WEST OF COCOA, IN SECTION 33, DE9959'TOWNSHIP 24 SOUTH, RANGE 34 EAST. TO REACH THE MARK FROM THE DE9959'INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD 520 IN COCOA, GO WEST ON DE9959'STATE ROAD 520 FOR 3.8 MI (6.1 KM) TO THE INTERSECTION OF U.S. DE9959'INTERSTATE 95, CONTINUE WEST ON STATE ROAD 520 FOR 1.85 MI (2.98 KM) DE9959'TO THE JUNCTION OF STATE ROAD 524 ON THE RIGHT, CONTINUE WEST ON STATE DE9959'ROAD 520 FOR 2.95 MI (4.75 KM) TO THE ST. JOHNS RIVER BRIDGE, CONTINUE DE9959'WEST ON STATE ROAD 520 FOR 3.05 MI (4.91 KM) TO THE JUNCTION OF COUNTY DE9959'ROAD 532 ON THE LEFT, TURN LEFT ON COUNTY ROAD 532 AND GO SOUTHERLY DE9959'FOR 2.4 MI (3.9 KM) TO THE JUNCTION OF A DIRT ROAD ON THE LEFT, TURN DE9959'LEFT ON THE DIRT ROAD AND GO NORTHEASTERLY FOR ABOUT 100.0 FT (30.5 M) DE9959'TO A LOCKED GATE, PASSING THROUGH THE GATE, GO EASTERLY ON THE DIRT DE9959'ROAD FOR 0.1 MI (0.2 KM) TO THE OVERHEAD POWERLINE, CONTINUE EASTERLY DE9959'ON THE DIRT ROAD FOR 0.7 MI (1.1 KM) TO THE MARK ON THE LEFT, SET IN DE9959'THE TOP OF A PREFABRICATED CONCRETE POST SURROUNDED BY A 4.0 FT (1.2 DE9959'M) LONG 6-INCH PVC PIPE FILLED WITH CONCRETE IMBEDDED IN THE GROUND DE9959'AND PROJECTING 0.5 FT (15.2 CM) ABOVE OF THE LEVEL OF THE GROUND. DE9959'LOCATED 15.2 FT (4.6 M) NORTHEAST OF AN 8-INCH PINE TREE, 14.2 FT (4.3 DE9959'M) SOUTH OF A 12-INCH OAK TREE, 13.2 FT (4.0 M) NORTH-NORTHEAST OF THE DE9959'APPROXIMATE CENTERLINE OF THE DIRT ROAD, 9.8 FT (3.0 M) SOUTHEAST OF A DE9959'12-INCH PINE TREE AND 2.4 FT (0.7 M) SOUTH-SOUTHWEST OF A CARSONITE DE9959'WITNESS POST. NOTE FOR KEY CONTACT CHARLIE MATTHEWS PARK MANAGER DE9959'TOSOHATCHEE STATE RESERVE, 3365 TAYLOR CREEK ROAD, CHRISTMAS, FL DE9959'32709. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9945 *********************************************************************** DE9945 DESIGNATION - TOSO 2 DE9945 PID - DE9945 DE9945 STATE/COUNTY- FL/ORANGE DE9945 USGS QUAD - BITHLO (1980) DE9945 DE9945 *CURRENT SURVEY CONTROL DE9945 ___________________________________________________________________ DE9945* NAD 83(1986)- 28 31 20. (N) 081 00 31. (W) SCALED DE9945* NAVD 88 - 15.240 (meters) 50.00 (feet) ADJUSTED DE9945 ___________________________________________________________________ DE9945 GEOID HEIGHT- -28.04 (meters) GEOID99 DE9945 DYNAMIC HT - 15.218 (meters) 49.93 (feet) COMP DE9945 MODELED GRAV- 979,207.4 (mgal) NAVD 88 DE9945 DE9945 VERT ORDER - SECOND CLASS I DE9945 DE9945.The horizontal coordinates were scaled from a topographic map and have DE9945.an estimated accuracy of +/- 6 seconds. DE9945 DE9945.The orthometric height was determined by differential leveling DE9945.and adjusted by the National Geodetic Survey in November 2003. DE9945 DE9945.The geoid height was determined by GEOID99. DE9945 DE9945.The dynamic height is computed by dividing the NAVD 88 DE9945.geopotential number by the normal gravity value computed on the DE9945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9945.degrees latitude (g = 980.6199 gals.). DE9945 DE9945.The modeled gravity was interpolated from observed gravity values. DE9945 DE9945; North East Units Estimated Accuracy DE9945;SPC FL E - 464,080. 199,160. MT (+/- 180 meters Scaled) DE9945 DE9945 SUPERSEDED SURVEY CONTROL DE9945 DE9945.No superseded survey control is available for this station. DE9945 DE9945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM991550(NAD 83) DE9945_MARKER: DD = SURVEY DISK DE9945_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND DE9945_STAMPING: TOSO 2 1996 DE9945_MARK LOGO: FLDNR DE9945_MAGNETIC: N = NO MAGNETIC MATERIAL DE9945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE9945_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9945+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1997 DE9945 DE9945 HISTORY - Date Condition Report By DE9945 HISTORY - 1996 MONUMENTED FLDEP DE9945 HISTORY - 19970503 GOOD FLDEP DE9945 DE9945 STATION DESCRIPTION DE9945 DE9945'DESCRIBED BY FL DEPT OF ENV PRO 1997 (RLM) DE9945'THE MARK IS ABOUT 13.5 MI (21.7 KM) WEST OF INDIAN RIVER CITY, 1.5 DE9945'SOUTHEAST OF CHRISTMAS IN SECTION 34, TOWNSHIP 22 SOUTH, RANGE 33 DE9945'EAST. TO REACH THE MARK FROM THE POST OFFICE IN CHRISTMAS, GO EAST ON DE9945'STATE ROAD 50 FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF TAYLOR CREEK DE9945'ROAD ON THE RIGHT, TURN RIGHT ON TAYLOR CREEK ROAD AND GO SOUTHEAST DE9945'FOR 0.95 MI (1.53 KM) TO THE END OF THE PAVEMENT, CONTINUE SOUTHEAST DE9945'ON TAYLOR CREEK ROAD (DIRT) FOR 0.05 MI (0.08 KM) TO HOUSE NUMBER 1671 DE9945'ON THE LEFT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A DE9945'PREFABRICATED CONCRETE POST SURROUNDED BY A 4.0 FT (1.2 M) LONG 6-INCH DE9945'PVC PIPE FILLED WITH CONCRETE IMBEDDED FLUSH IN THE GROUND AND ABOUT DE9945'1.0 FT (0.3 M) BELOW THE LEVEL OF TAYLOR CREEK ROAD. LOCATED 63.7 FT DE9945'(19.4 M) WEST OF AND ACROSS TAYLOR CREEK ROAD FROM A POWER POLE NUMBER DE9945'L 306SS2 25 1, 28.8 FT (8.8 M) WEST OF THE APPROXIMATE CENTERLINE OF DE9945'TAYLOR CREEK ROAD, 24.6 FT (7.5 M) NORTH-NORTHEAST OF AN 18-INCH PINE DE9945'TREE INSIDE THE FENCELINE, 9.9 FT (3.0 M) SOUTH OF A BRACE POLE WITH DE9945'ONE GUY WIRE ATTACHED, 4.5 FT (1.4 M) EAST OF THE FENCELINE AND 3.8 FT DE9945'(1.2 M) EAST OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9960 *********************************************************************** DE9960 DESIGNATION - TOSO 20 DE9960 PID - DE9960 DE9960 STATE/COUNTY- FL/ORANGE DE9960 USGS QUAD - LAKE POINSETT SW (1980) DE9960 DE9960 *CURRENT SURVEY CONTROL DE9960 ___________________________________________________________________ DE9960* NAD 83(1986)- 28 20 56. (N) 080 54 49. (W) SCALED DE9960* NAVD 88 - 6.932 (meters) 22.74 (feet) ADJUSTED DE9960 ___________________________________________________________________ DE9960 GEOID HEIGHT- -28.15 (meters) GEOID99 DE9960 DYNAMIC HT - 6.922 (meters) 22.71 (feet) COMP DE9960 MODELED GRAV- 979,187.6 (mgal) NAVD 88 DE9960 DE9960 VERT ORDER - SECOND CLASS I DE9960 DE9960.The horizontal coordinates were scaled from a topographic map and have DE9960.an estimated accuracy of +/- 6 seconds. DE9960 DE9960.The orthometric height was determined by differential leveling DE9960.and adjusted by the National Geodetic Survey in November 2003. DE9960.No vertical observational check was made to the station. DE9960 DE9960.The geoid height was determined by GEOID99. DE9960 DE9960.The dynamic height is computed by dividing the NAVD 88 DE9960.geopotential number by the normal gravity value computed on the DE9960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9960.degrees latitude (g = 980.6199 gals.). DE9960 DE9960.The modeled gravity was interpolated from observed gravity values. DE9960 DE9960; North East Units Estimated Accuracy DE9960;SPC FL E - 444,870. 208,470. MT (+/- 180 meters Scaled) DE9960 DE9960 SUPERSEDED SURVEY CONTROL DE9960 DE9960.No superseded survey control is available for this station. DE9960 DE9960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM084358(NAD 83) DE9960_MARKER: DD = SURVEY DISK DE9960_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND DE9960_STAMPING: TOSO 20 1996 DE9960_MARK LOGO: FLDNR DE9960_MAGNETIC: N = NO MAGNETIC MATERIAL DE9960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE9960 DE9960 HISTORY - Date Condition Report By DE9960 HISTORY - 1996 MONUMENTED FLDEP DE9960 HISTORY - 19970529 GOOD FLDEP DE9960 DE9960 STATION DESCRIPTION DE9960 DE9960'DESCRIBED BY FL DEPT OF ENV PRO 1997 (RLM) DE9960'THE MARK IS ABOUT 10.3 MI (16.6 KM) WEST OF COCOA, IN SECTION 33, DE9960'TOWNSHIP 24 SOUTH, RANGE 34 EAST. TO REACH THE MARK FROM THE DE9960'INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD 520 IN COCOA, GO WEST ON DE9960'STATE ROAD 520 FOR 3.8 MI (6.1 KM) TO THE INTERSECTION OF U.S. DE9960'INTERSTATE 95, CONTINUE WEST ON STATE ROAD 520 FOR 1.85 MI (2.98 KM) DE9960'TO THE JUNCTION OF STATE ROAD 524 ON THE RIGHT, CONTINUE WEST ON STATE DE9960'ROAD 520 FOR 2.95 MI (4.75 KM) TO THE ST. JOHNS RIVER BRIDGE, DE9960'CONTINUE WEST ON STATE ROAD 520 FOR 3.05 MI (4.91 KM) TO THE JUNCTION DE9960'OF COUNTY ROAD 532 ON THE LEFT, TURN LEFT ON COUNTY ROAD 532 AND GO DE9960'SOUTHERLY FOR 2.4 MI (3.9 KM) TO THE JUNCTION OF A DIRT ROAD ON THE DE9960'LEFT, TURN LEFT ON THE DIRT ROAD AND GO NORTHEASTERLY FOR ABOUT 100.0 DE9960'FT (30.5 M) TO A LOCKED GATE, PASSING THROUGH THE GATE, GO EASTERLY ON DE9960'THE DIRT ROAD FOR 0.1 MI (0.2 KM) TO THE OVERHEAD POWERLINE, TURN DE9960'RIGHT ON THE DIM TRACK POWERLINE ROAD AND GO SOUTHERLY FOR 0.2 MI (0.3 DE9960'KM) TO A LOCKED GATE AND THE INTERSECTION OF THE EAST-WEST POWERLINE, DE9960'PASSING THROUGH THE GATE, TURN LEFT AND GO EASTERLY FOR ABOUT 400.0 FT DE9960'(121.9 M) TO ANOTHER LOCKED GATE, PASSING THROUGH THE GATE, CONTINUE DE9960'EASTERLY ON THE DIM TRACK POWERLINE ROAD FOR 0.6 MI (1.0 KM) TO THE DE9960'MARK ON THE LEFT, SET IN THE TOP OF A PREFABRICATED CONCRETE POST DE9960'SURROUNDED BY A 4.0 FT (1.2 M) LONG 6-INCH PVC PIPE FILLED WITH DE9960'CONCRETE IMBEDDED IN THE GROUND AND PROJECTING 0.6 FT (18.3 CM) ABOVE DE9960'OF THE LEVEL OF THE GROUND. LOCATED 241.6 FT (73.6 M) WEST-NORTHWEST DE9960'OF POWER POLE PAIR NUMBER 163 X 5, 49.4 FT (15.1 M) NORTH-NORTHWEST OF DE9960'THE JUNCTION OF THE EAST-WEST FENCELINE AND THE NORTH FENCELINE, 12.5 DE9960'FT (3.8 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE DIM TRACK DE9960'POWERLINE ROAD AND 0.8 FT (24.4 CM) SOUTH OF A CARSONITE WITNESS POST. DE9960'NOTE FOR KEY CONTACT CHARLIE MATTHEWS PARK MANAGER TOSOHATCHEE STATE DE9960'RESERVE, 3365 TAYLOR CREEK ROAD, CHRISTMAS, FL 32709. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9961 *********************************************************************** DE9961 DESIGNATION - TOSO 21 DE9961 PID - DE9961 DE9961 STATE/COUNTY- FL/ORANGE DE9961 USGS QUAD - LAKE POINSETT SW (1980) DE9961 DE9961 *CURRENT SURVEY CONTROL DE9961 ___________________________________________________________________ DE9961* NAD 83(1986)- 28 20 55. (N) 080 53 53. (W) SCALED DE9961* NAVD 88 - 5.214 (meters) 17.11 (feet) ADJUSTED DE9961 ___________________________________________________________________ DE9961 GEOID HEIGHT- -28.14 (meters) GEOID99 DE9961 DYNAMIC HT - 5.206 (meters) 17.08 (feet) COMP DE9961 MODELED GRAV- 979,188.9 (mgal) NAVD 88 DE9961 DE9961 VERT ORDER - SECOND CLASS I DE9961 DE9961.The horizontal coordinates were scaled from a topographic map and have DE9961.an estimated accuracy of +/- 6 seconds. DE9961 DE9961.The orthometric height was determined by differential leveling DE9961.and adjusted by the National Geodetic Survey in November 2003. DE9961.No vertical observational check was made to the station. DE9961 DE9961.The geoid height was determined by GEOID99. DE9961 DE9961.The dynamic height is computed by dividing the NAVD 88 DE9961.geopotential number by the normal gravity value computed on the DE9961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9961.degrees latitude (g = 980.6199 gals.). DE9961 DE9961.The modeled gravity was interpolated from observed gravity values. DE9961 DE9961; North East Units Estimated Accuracy DE9961;SPC FL E - 444,850. 209,990. MT (+/- 180 meters Scaled) DE9961 DE9961 SUPERSEDED SURVEY CONTROL DE9961 DE9961.No superseded survey control is available for this station. DE9961 DE9961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM099358(NAD 83) DE9961_MARKER: DD = SURVEY DISK DE9961_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND DE9961_STAMPING: TOSO 21 1996 DE9961_MARK LOGO: FLDNR DE9961_MAGNETIC: N = NO MAGNETIC MATERIAL DE9961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE9961 DE9961 HISTORY - Date Condition Report By DE9961 HISTORY - 1996 MONUMENTED FLDEP DE9961 HISTORY - 19970529 GOOD FLDEP DE9961 DE9961 STATION DESCRIPTION DE9961 DE9961'DESCRIBED BY FL DEPT OF ENV PRO 1997 (RLM) DE9961'THE MARK IS ABOUT 9.0 MI (14.5 KM) WEST OF COCOA, IN SECTION 34, DE9961'TOWNSHIP 24 SOUTH, RANGE 34 EAST. TO REACH THE MARK FROM THE DE9961'INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD 520 IN COCOA, GO WEST ON DE9961'STATE ROAD 520 FOR 3.8 MI (6.1 KM) TO THE INTERSECTION OF U.S. DE9961'INTERSTATE 95, CONTINUE WEST ON STATE ROAD 520 FOR 1.85 MI (2.98 KM) DE9961'TO THE JUNCTION OF STATE ROAD 524 ON THE RIGHT, CONTINUE WEST ON STATE DE9961'ROAD 520 FOR 2.95 MI (4.75 KM) TO THE ST. JOHNS RIVER BRIDGE, DE9961'CONTINUE WEST ON STATE ROAD 520 FOR 3.05 MI (4.91 KM) TO THE JUNCTION DE9961'OF COUNTY ROAD 532 ON THE LEFT, TURN LEFT ON COUNTY ROAD 532 AND GO DE9961'SOUTHERLY FOR 2.4 MI (3.9 KM) TO THE JUNCTION OF A DIRT ROAD ON THE DE9961'LEFT, TURN LEFT ON THE DIRT ROAD AND GO NORTHEASTERLY FOR ABOUT 100.0 DE9961'FT (30.5 M) TO A LOCKED GATE, PASSING THROUGH THE GATE, GO EASTERLY ON DE9961'THE DIRT ROAD FOR 0.1 MI (0.2 KM) TO THE OVERHEAD POWERLINE, TURN DE9961'RIGHT ON THE DIM TRACK POWERLINE ROAD AND GO SOUTHERLY FOR 0.2 MI (0.3 DE9961'KM) TO A LOCKED GATE AND THE INTERSECTION OF THE EAST-WEST POWERLINE, DE9961'PASSING THROUGH THE GATE, TURN LEFT AND GO EASTERLY FOR ABOUT 400.0 FT DE9961'(121.9 M) TO ANOTHER LOCKED GATE, PASSING THROUGH THE GATE, CONTINUE DE9961'EASTERLY ON THE DIM TRACK POWERLINE ROAD FOR 1.5 MI (2.4 KM) TO THE DE9961'JUNCTION OF THE EAST-WEST POWERLINE AND THE NORTH-SOUTH POWERLINE AND DE9961'THE MARK STRAIGHT AHEAD BETWEEN TWO POWER POLES, SET IN THE TOP OF A DE9961'PREFABRICATED CONCRETE POST SURROUNDED BY A 4.0 FT (1.2 M) LONG 6-INCH DE9961'PVC PIPE FILLED WITH CONCRETE IMBEDDED IN THE GROUND AND PROJECTING DE9961'0.2 FT (6.1 CM) ABOVE OF THE LEVEL OF THE GROUND. LOCATED 27.8 FT (8.5 DE9961'M) SOUTH OF THE CENTER OF THE GATE LEADING TO THE NORTH-SOUTH DE9961'POWERLINE, 22.3 FT (6.8 M) SOUTHWEST OF A POWER POLE, 19.6 FT (6.0 M) DE9961'NORTHEAST OF A POWER POLE AND O.4 FT NORTHEAST OF A CARSONITE WITNESS DE9961'POST. NOTE FOR KEY CONTACT CHARLIE MATTHEWS PARK MANAGER TOSOHATCHEE DE9961'STATE RESERVE, 3365 TAYLOR CREEK ROAD, CHRISTMAS, FL 32709. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9946 *********************************************************************** DE9946 DESIGNATION - TOSO 3 DE9946 PID - DE9946 DE9946 STATE/COUNTY- FL/ORANGE DE9946 USGS QUAD - BITHLO (1980) DE9946 DE9946 *CURRENT SURVEY CONTROL DE9946 ___________________________________________________________________ DE9946* NAD 83(1986)- 28 30 39. (N) 081 00 22. (W) SCALED DE9946* NAVD 88 - 14.802 (meters) 48.56 (feet) ADJUSTED DE9946 ___________________________________________________________________ DE9946 GEOID HEIGHT- -28.05 (meters) GEOID99 DE9946 DYNAMIC HT - 14.780 (meters) 48.49 (feet) COMP DE9946 MODELED GRAV- 979,205.8 (mgal) NAVD 88 DE9946 DE9946 VERT ORDER - SECOND CLASS I DE9946 DE9946.The horizontal coordinates were scaled from a topographic map and have DE9946.an estimated accuracy of +/- 6 seconds. DE9946 DE9946.The orthometric height was determined by differential leveling DE9946.and adjusted by the National Geodetic Survey in November 2003. DE9946 DE9946.The geoid height was determined by GEOID99. DE9946 DE9946.The dynamic height is computed by dividing the NAVD 88 DE9946.geopotential number by the normal gravity value computed on the DE9946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9946.degrees latitude (g = 980.6199 gals.). DE9946 DE9946.The modeled gravity was interpolated from observed gravity values. DE9946 DE9946; North East Units Estimated Accuracy DE9946;SPC FL E - 462,820. 199,400. MT (+/- 180 meters Scaled) DE9946 DE9946 SUPERSEDED SURVEY CONTROL DE9946 DE9946.No superseded survey control is available for this station. DE9946 DE9946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM994537(NAD 83) DE9946_MARKER: DD = SURVEY DISK DE9946_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND DE9946_STAMPING: TOSO 3 1996 DE9946_MARK LOGO: FLDNR DE9946_MAGNETIC: N = NO MAGNETIC MATERIAL DE9946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE9946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9946+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1997 DE9946 DE9946 HISTORY - Date Condition Report By DE9946 HISTORY - 1996 MONUMENTED FLDEP DE9946 HISTORY - 19970504 GOOD FLDEP DE9946 DE9946 STATION DESCRIPTION DE9946 DE9946'DESCRIBED BY FL DEPT OF ENV PRO 1997 (RLM) DE9946'THE MARK IS ABOUT 13.5 MI (21.7 KM) WEST OF INDIAN RIVER CITY, 2.3 DE9946'SOUTHEAST OF CHRISTMAS IN SECTION 10, TOWNSHIP 23 SOUTH, RANGE 33 DE9946'EAST. TO REACH THE MARK FROM THE POST OFFICE IN CHRISTMAS, GO EAST ON DE9946'STATE ROAD 50 FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF TAYLOR CREEK DE9946'ROAD ON THE RIGHT, TURN RIGHT ON TAYLOR CREEK ROAD AND GO SOUTHEAST DE9946'FOR 0.95 MI (1.53 KM) TO THE END OF THE PAVEMENT, CONTINUE SOUTHEAST DE9946'ON TAYLOR CREEK ROAD (DIRT) FOR 0.85 MI (1.37 KM) TO THE MARK ON THE DE9946'RIGHT, SET IN THE TOP OF A PREFABRICATED CONCRETE POST SURROUNDED BY A DE9946'4.0 FT (1.2 M) LONG 6-INCH PVC PIPE FILLED WITH CONCRETE IMBEDDED DE9946'FLUSH IN THE GROUND AND ABOUT 1.5 FT (0.5 M) BELOW THE LEVEL OF TAYLOR DE9946'CREEK ROAD. LOCATED 69.1 FT (21.1 M) NORTHWEST OF AND ACROSS TAYLOR DE9946'CREEK ROAD FROM A FENCE CORNER POST, 33.2 FT (10.1 M) WEST OF THE DE9946'APPROXIMATE CENTERLINE OF TAYLOR CREEK ROAD, 15.7 FT (4.8 M) DE9946'NORTH-NORTHWEST OF A FENCE CORNER, 2.1 FT (0.6 M) EAST OF THE DE9946'FENCELINE AND 1.7 FT (0.5 M) EAST OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9947 *********************************************************************** DE9947 DESIGNATION - TOSO 4 DE9947 PID - DE9947 DE9947 STATE/COUNTY- FL/ORANGE DE9947 USGS QUAD - LAKE POINSETT NW (1984) DE9947 DE9947 *CURRENT SURVEY CONTROL DE9947 ___________________________________________________________________ DE9947* NAD 83(1986)- 28 29 53. (N) 080 59 52. (W) SCALED DE9947* NAVD 88 - 12.229 (meters) 40.12 (feet) ADJUSTED DE9947 ___________________________________________________________________ DE9947 GEOID HEIGHT- -28.06 (meters) GEOID99 DE9947 DYNAMIC HT - 12.211 (meters) 40.06 (feet) COMP DE9947 MODELED GRAV- 979,205.3 (mgal) NAVD 88 DE9947 DE9947 VERT ORDER - SECOND CLASS I DE9947 DE9947.The horizontal coordinates were scaled from a topographic map and have DE9947.an estimated accuracy of +/- 6 seconds. DE9947 DE9947.The orthometric height was determined by differential leveling DE9947.and adjusted by the National Geodetic Survey in November 2003. DE9947 DE9947.The geoid height was determined by GEOID99. DE9947 DE9947.The dynamic height is computed by dividing the NAVD 88 DE9947.geopotential number by the normal gravity value computed on the DE9947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9947.degrees latitude (g = 980.6199 gals.). DE9947 DE9947.The modeled gravity was interpolated from observed gravity values. DE9947 DE9947; North East Units Estimated Accuracy DE9947;SPC FL E - 461,400. 200,220. MT (+/- 180 meters Scaled) DE9947 DE9947 SUPERSEDED SURVEY CONTROL DE9947 DE9947.No superseded survey control is available for this station. DE9947 DE9947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM002523(NAD 83) DE9947_MARKER: DD = SURVEY DISK DE9947_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND DE9947_STAMPING: TOSO 4 1996 DE9947_MARK LOGO: FLDNR DE9947_MAGNETIC: N = NO MAGNETIC MATERIAL DE9947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE9947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9947+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1997 DE9947 DE9947 HISTORY - Date Condition Report By DE9947 HISTORY - 1996 MONUMENTED FLDEP DE9947 HISTORY - 19970504 GOOD FLDEP DE9947 DE9947 STATION DESCRIPTION DE9947 DE9947'DESCRIBED BY FL DEPT OF ENV PRO 1997 (RLM) DE9947'THE MARK IS ABOUT 13.5 MI (21.7 KM) WEST OF INDIAN RIVER CITY, 3.4 DE9947'SOUTHEAST OF CHRISTMAS IN SECTION 10, TOWNSHIP 23 SOUTH, RANGE 33 DE9947'EAST. TO REACH THE MARK FROM THE POST OFFICE IN CHRISTMAS, GO EAST ON DE9947'STATE ROAD 50 FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF TAYLOR CREEK DE9947'ROAD ON THE RIGHT, TURN RIGHT ON TAYLOR CREEK ROAD AND GO SOUTHEAST DE9947'FOR 0.95 MI (1.53 KM) TO THE END OF THE PAVEMENT, CONTINUE SOUTHEAST DE9947'ON TAYLOR CREEK ROAD (DIRT) FOR 1.9 MI (3.1 KM) TO THE JUNCTION OF DE9947'RANCH HOUSE ROAD, THE ENTRANCE ROAD FOR THE TOSOHATCHEE STATE RESERVE, DE9947'ON THE LEFT, TURN LEFT ON RANCH HOUSE ROAD AND GO EAST FOR 0.05 MI DE9947'(0.08 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A PREFABRICATED DE9947'CONCRETE POST SURROUNDED BY A 4.0 FT (1.2 M) LONG 6-INCH PVC PIPE DE9947'FILLED WITH CONCRETE IMBEDDED FLUSH IN THE GROUND AND LEVEL WITH RANCH DE9947'HOUSE ROAD. LOCATED 124.0 FT (37.8 M) EAST-SOUTHEAST OF THE DE9947'SOUTHERNMOST GATE POST OF THE ENTRANCE ROAD, 52.6 FT (16.0 M) DE9947'SOUTHEAST OF AND ACROSS RANCH HOUSE ROAD FROM A POWER POLE, 43.0 FT DE9947'(13.1 M) NORTH-NORTHWEST OF THE NORTH-NORTHWEST CORNER THE PARK OFFICE DE9947'(MOBILE HOME), 19.0 FT (5.8 M) SOUTH OF THE APPROXIMATE CENTERLINE OF DE9947'RANCH HOUSE ROAD, 1.1 FT (0.3 M) NORTH OF THE FENCELINE AND 1.0 FT DE9947'(0.3 M) NORTH OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9962 *********************************************************************** DE9962 DESIGNATION - TOSO 4 A DE9962 PID - DE9962 DE9962 STATE/COUNTY- FL/ORANGE DE9962 USGS QUAD - TITUSVILLE SW (1980) DE9962 DE9962 *CURRENT SURVEY CONTROL DE9962 ___________________________________________________________________ DE9962* NAD 83(1986)- 28 30 14. (N) 080 59 44. (W) SCALED DE9962* NAVD 88 - 9.280 (meters) 30.45 (feet) ADJUSTED DE9962 ___________________________________________________________________ DE9962 GEOID HEIGHT- -28.06 (meters) GEOID99 DE9962 DYNAMIC HT - 9.266 (meters) 30.40 (feet) COMP DE9962 MODELED GRAV- 979,203.8 (mgal) NAVD 88 DE9962 DE9962 VERT ORDER - SECOND CLASS I DE9962 DE9962.The horizontal coordinates were scaled from a topographic map and have DE9962.an estimated accuracy of +/- 6 seconds. DE9962 DE9962.The orthometric height was determined by differential leveling DE9962.and adjusted by the National Geodetic Survey in November 2003. DE9962.No vertical observational check was made to the station. DE9962 DE9962.The geoid height was determined by GEOID99. DE9962 DE9962.The dynamic height is computed by dividing the NAVD 88 DE9962.geopotential number by the normal gravity value computed on the DE9962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9962.degrees latitude (g = 980.6199 gals.). DE9962 DE9962.The modeled gravity was interpolated from observed gravity values. DE9962 DE9962; North East Units Estimated Accuracy DE9962;SPC FL E - 462,050. 200,440. MT (+/- 180 meters Scaled) DE9962 DE9962 SUPERSEDED SURVEY CONTROL DE9962 DE9962.No superseded survey control is available for this station. DE9962 DE9962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM004530(NAD 83) DE9962_MARKER: DD = SURVEY DISK DE9962_SETTING: 36 = POWERLINE FOOTING DE9962_STAMPING: TOSO 4 A 1996 DE9962_MARK LOGO: FLDNR DE9962_MAGNETIC: N = NO MAGNETIC MATERIAL DE9962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE9962_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9962+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1997 DE9962 DE9962 HISTORY - Date Condition Report By DE9962 HISTORY - 1996 MONUMENTED FLDEP DE9962 HISTORY - 19970518 GOOD FLDEP DE9962 DE9962 STATION DESCRIPTION DE9962 DE9962'DESCRIBED BY FL DEPT OF ENV PRO 1997 (RLM) DE9962'THE MARK IS ABOUT 12.5 MI (20.1 KM) WEST OF INDIAN RIVER CITY, 5.6 DE9962'SOUTHEAST OF CHRISTMAS IN SECTION 11, TOWNSHIP 23 SOUTH, RANGE 33 DE9962'EAST. TO REACH THE MARK FROM THE POST OFFICE IN CHRISTMAS, GO EAST ON DE9962'STATE ROAD 50 FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF TAYLOR CREEK DE9962'ROAD ON THE RIGHT, TURN RIGHT ON TAYLOR CREEK ROAD AND GO SOUTHEAST DE9962'FOR 0.95 MI (1.53 KM) TO THE END OF THE PAVEMENT, CONTINUE SOUTHEAST DE9962'ON TAYLOR CREEK ROAD (DIRT) FOR 1.9 MI (3.1 KM) TO THE JUNCTION OF DE9962'RANCH HOUSE ROAD, THE ENTRANCE ROAD FOR THE TOSOHATCHEE STATE RESERVE, DE9962'ON THE LEFT, TURN LEFT ON RANCH HOUSE ROAD AND GO EAST FOR 1.15 MI DE9962'(1.85 KM) TO THE JUNCTION OF ST. NICKLAUS ROAD ON THE LEFT, TURN LEFT DE9962'ON ST. NICKLAUS ROAD AND GO NORTH FOR 0.35 MI (0.56 KM) TO THE DE9962'INTERSECTION OF POWERLINE ROAD, TURN LEFT ON POWERLINE ROAD AND GO DE9962'WEST FOR 1.0 MI (1.6 KM) TO THE MARK ON THE RIGHT, SET IN THE DE9962'EAST-SOUTHEAST CONCRETE FOOTING OF A 4-LEGGED TOWER FOR THE POWERLINE, DE9962'1.2 FT (0.4 M) ABOVE THE LEVEL OF THE GROUND. LOCATED 151.0 FT (46.0 DE9962'M) NORTHEAST OF THE NORTH GATE POST FOR THE METAL GATE, 116.0 FT (35.4 DE9962'M) NORTH OF THE APPROXIMATE CENTERLINE OF POWERLINE ROAD AND 1.2 FT DE9962'(0.4 M) NORTHEAST OF A CARSONITE WITNESS POST. NOTE FOR KEY CONTACT DE9962'CHARLIE MATTHEWS PARK MANAGER TOSOHATCHEE STATE RESERVE, 3365 TAYLOR DE9962'CREEK ROAD, CHRISTMAS, FL 32709. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9948 *********************************************************************** DE9948 DESIGNATION - TOSO 5 DE9948 PID - DE9948 DE9948 STATE/COUNTY- FL/ORANGE DE9948 USGS QUAD - LAKE POINSETT NW (1984) DE9948 DE9948 *CURRENT SURVEY CONTROL DE9948 ___________________________________________________________________ DE9948* NAD 83(1986)- 28 29 56. (N) 080 58 52. (W) SCALED DE9948* NAVD 88 - 7.892 (meters) 25.89 (feet) ADJUSTED DE9948 ___________________________________________________________________ DE9948 GEOID HEIGHT- -28.06 (meters) GEOID99 DE9948 DYNAMIC HT - 7.881 (meters) 25.86 (feet) COMP DE9948 MODELED GRAV- 979,206.8 (mgal) NAVD 88 DE9948 DE9948 VERT ORDER - SECOND CLASS I DE9948 DE9948.The horizontal coordinates were scaled from a topographic map and have DE9948.an estimated accuracy of +/- 6 seconds. DE9948 DE9948.The orthometric height was determined by differential leveling DE9948.and adjusted by the National Geodetic Survey in November 2003. DE9948 DE9948.The geoid height was determined by GEOID99. DE9948 DE9948.The dynamic height is computed by dividing the NAVD 88 DE9948.geopotential number by the normal gravity value computed on the DE9948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9948.degrees latitude (g = 980.6199 gals.). DE9948 DE9948.The modeled gravity was interpolated from observed gravity values. DE9948 DE9948; North East Units Estimated Accuracy DE9948;SPC FL E - 461,490. 201,850. MT (+/- 180 meters Scaled) DE9948 DE9948 SUPERSEDED SURVEY CONTROL DE9948 DE9948.No superseded survey control is available for this station. DE9948 DE9948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM018524(NAD 83) DE9948_MARKER: DD = SURVEY DISK DE9948_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND DE9948_STAMPING: TOSO 5 1996 DE9948_MARK LOGO: FLDNR DE9948_MAGNETIC: N = NO MAGNETIC MATERIAL DE9948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE9948_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9948+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1997 DE9948 DE9948 HISTORY - Date Condition Report By DE9948 HISTORY - 1996 MONUMENTED FLDEP DE9948 HISTORY - 19970514 GOOD FLDEP DE9948 DE9948 STATION DESCRIPTION DE9948 DE9948'DESCRIBED BY FL DEPT OF ENV PRO 1997 (RLM) DE9948'THE MARK IS ABOUT 13.5 MI (21.7 KM) WEST OF INDIAN RIVER CITY, 4.4 DE9948'SOUTHEAST OF CHRISTMAS IN SECTION 10, TOWNSHIP 23 SOUTH, RANGE 33 DE9948'EAST. TO REACH THE MARK FROM THE POST OFFICE IN CHRISTMAS, GO EAST ON DE9948'STATE ROAD 50 FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF TAYLOR CREEK DE9948'ROAD ON THE RIGHT, TURN RIGHT ON TAYLOR CREEK ROAD AND GO SOUTHEAST DE9948'FOR 0.95 MI (1.53 KM) TO THE END OF THE PAVEMENT, CONTINUE SOUTHEAST DE9948'ON TAYLOR CREEK ROAD (DIRT) FOR 1.9 MI (3.1 KM) TO THE JUNCTION OF DE9948'RANCH HOUSE ROAD, THE ENTRANCE ROAD FOR THE TOSOHATCHEE STATE RESERVE, DE9948'ON THE LEFT, TURN LEFT ON RANCH HOUSE ROAD AND GO EAST FOR 1.05 MI DE9948'(1.69 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A PREFABRICATED DE9948'CONCRETE POST SURROUNDED BY A 4.0 FT (1.2 M) LONG 6-INCH PVC PIPE DE9948'FILLED WITH CONCRETE IMBEDDED IN THE GROUND PROJECTING 0.2 FT (6.1 CM) DE9948'ABOVE THE LEVEL OF THE GROUND AND ABOUT 1.5 FT (0.5 M) BELOW THE LEVEL DE9948'OF RANCH HOUSE ROAD. LOCATED 20.2 FT (6.2 M) NORTH OF THE APPROXIMATE DE9948'CENTERLINE OF RANCH HOUSE ROAD AND 1.8 FT (0.5 M) SOUTH OF A CARSONITE DE9948'WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9949 *********************************************************************** DE9949 DESIGNATION - TOSO 6 DE9949 PID - DE9949 DE9949 STATE/COUNTY- FL/ORANGE DE9949 USGS QUAD - LAKE POINSETT NW (1984) DE9949 DE9949 *CURRENT SURVEY CONTROL DE9949 ___________________________________________________________________ DE9949* NAD 83(1986)- 28 29 52. (N) 080 57 48. (W) SCALED DE9949* NAVD 88 - 5.438 (meters) 17.84 (feet) ADJUSTED DE9949 ___________________________________________________________________ DE9949 GEOID HEIGHT- -28.06 (meters) GEOID99 DE9949 DYNAMIC HT - 5.431 (meters) 17.82 (feet) COMP DE9949 MODELED GRAV- 979,208.1 (mgal) NAVD 88 DE9949 DE9949 VERT ORDER - SECOND CLASS I DE9949 DE9949.The horizontal coordinates were scaled from a topographic map and have DE9949.an estimated accuracy of +/- 6 seconds. DE9949 DE9949.The orthometric height was determined by differential leveling DE9949.and adjusted by the National Geodetic Survey in November 2003. DE9949 DE9949.The geoid height was determined by GEOID99. DE9949 DE9949.The dynamic height is computed by dividing the NAVD 88 DE9949.geopotential number by the normal gravity value computed on the DE9949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9949.degrees latitude (g = 980.6199 gals.). DE9949 DE9949.The modeled gravity was interpolated from observed gravity values. DE9949 DE9949; North East Units Estimated Accuracy DE9949;SPC FL E - 461,370. 203,590. MT (+/- 180 meters Scaled) DE9949 DE9949 SUPERSEDED SURVEY CONTROL DE9949 DE9949.No superseded survey control is available for this station. DE9949 DE9949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM035523(NAD 83) DE9949_MARKER: F = FLANGE-ENCASED ROD DE9949_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DE9949_STAMPING: TOSO 6 1996 DE9949_MARK LOGO: NGS DE9949_PROJECTION: FLUSH DE9949_MAGNETIC: N = NO MAGNETIC MATERIAL DE9949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE9949_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9949+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1997 DE9949_ROD/PIPE-DEPTH: 21.4 meters DE9949 DE9949 HISTORY - Date Condition Report By DE9949 HISTORY - 1996 MONUMENTED FLDEP DE9949 HISTORY - 19970514 GOOD FLDEP DE9949 DE9949 STATION DESCRIPTION DE9949 DE9949'DESCRIBED BY FL DEPT OF ENV PRO 1997 (RLM) DE9949'THE MARK IS ABOUT 11.5 MI (18.5 KM) WEST OF INDIAN RIVER CITY, 6.6 DE9949'SOUTHEAST OF CHRISTMAS IN SECTION 12, TOWNSHIP 23 SOUTH, RANGE 33 DE9949'EAST. TO REACH THE MARK FROM THE POST OFFICE IN CHRISTMAS, GO EAST ON DE9949'STATE ROAD 50 FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF TAYLOR CREEK DE9949'ROAD ON THE RIGHT, TURN RIGHT ON TAYLOR CREEK ROAD AND GO SOUTHEAST DE9949'FOR 0.95 MI (1.53 KM) TO THE END OF THE PAVEMENT, CONTINUE SOUTHEAST DE9949'ON TAYLOR CREEK ROAD (DIRT) FOR 1.9 MI (3.1 KM) TO THE JUNCTION OF DE9949'RANCH HOUSE ROAD, THE ENTRANCE ROAD FOR THE TOSOHATCHEE STATE RESERVE, DE9949'ON THE LEFT, TURN LEFT ON RANCH HOUSE ROAD AND GO EAST FOR 1.15 MI DE9949'(1.85 KM) TO THE JUNCTION OF ST. NICKLAUS ROAD ON THE LEFT, CONTINUE DE9949'EAST ON RANCH HOUSE ROAD FOR 0.95 MI (1.53 KM) TO THE JUNCTION OF A DE9949'DIM TRACK ROAD ON THE LEFT AND THE MARK ON THE LEFT, A STAINLESS STEEL DE9949'ROD DRIVEN TO REFUSAL AT A DEPTH OF 70.2 FT (21.4 M) WITH A LOGO CAP DE9949'FLUSH WITH THE GROUND, ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF RANCH DE9949'HOUSE ROAD AND ABOUT LEVEL WITH THE TRACK ROAD, THE DATUM POINT IS DE9949'RECESSED 0.3 FT (9.1 CM) BELOW THE LEVEL OF THE LOGO CAP. LOCATED 23.6 DE9949'FT (7.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF RANCH HOUSE ROAD, DE9949'18.3 FT (5.6 M) EAST OF THE APPROXIMATE CENTERLINE OF THE TRACK ROAD DE9949'AND 1.3 FT (0.4 M) SOUTHWEST OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9950 *********************************************************************** DE9950 DESIGNATION - TOSO 7 DE9950 PID - DE9950 DE9950 STATE/COUNTY- FL/ORANGE DE9950 USGS QUAD - LAKE POINSETT NW (1984) DE9950 DE9950 *CURRENT SURVEY CONTROL DE9950 ___________________________________________________________________ DE9950* NAD 83(1986)- 28 29 49. (N) 080 57 00. (W) SCALED DE9950* NAVD 88 - 5.059 (meters) 16.60 (feet) ADJUSTED DE9950 ___________________________________________________________________ DE9950 GEOID HEIGHT- -28.06 (meters) GEOID99 DE9950 DYNAMIC HT - 5.052 (meters) 16.57 (feet) COMP DE9950 MODELED GRAV- 979,209.1 (mgal) NAVD 88 DE9950 DE9950 VERT ORDER - SECOND CLASS I DE9950 DE9950.The horizontal coordinates were scaled from a topographic map and have DE9950.an estimated accuracy of +/- 6 seconds. DE9950 DE9950.The orthometric height was determined by differential leveling DE9950.and adjusted by the National Geodetic Survey in November 2003. DE9950 DE9950.The geoid height was determined by GEOID99. DE9950 DE9950.The dynamic height is computed by dividing the NAVD 88 DE9950.geopotential number by the normal gravity value computed on the DE9950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9950.degrees latitude (g = 980.6199 gals.). DE9950 DE9950.The modeled gravity was interpolated from observed gravity values. DE9950 DE9950; North East Units Estimated Accuracy DE9950;SPC FL E - 461,280. 204,900. MT (+/- 180 meters Scaled) DE9950 DE9950 SUPERSEDED SURVEY CONTROL DE9950 DE9950.No superseded survey control is available for this station. DE9950 DE9950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM048522(NAD 83) DE9950_MARKER: DD = SURVEY DISK DE9950_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND DE9950_STAMPING: TOSO 7 1996 DE9950_MARK LOGO: FLDNR DE9950_MAGNETIC: N = NO MAGNETIC MATERIAL DE9950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE9950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9950+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1997 DE9950 DE9950 HISTORY - Date Condition Report By DE9950 HISTORY - 1996 MONUMENTED FLDEP DE9950 HISTORY - 19970514 GOOD FLDEP DE9950 DE9950 STATION DESCRIPTION DE9950 DE9950'DESCRIBED BY FL DEPT OF ENV PRO 1997 (RLM) DE9950'THE MARK IS ABOUT 11.5 MI (18.5 KM) WEST OF INDIAN RIVER CITY, 7.6 DE9950'SOUTHEAST OF CHRISTMAS IN SECTION 8, TOWNSHIP 34 SOUTH, RANGE 23 EAST. DE9950'TO REACH THE MARK FROM THE POST OFFICE IN CHRISTMAS, GO EAST ON STATE DE9950'ROAD 50 FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF TAYLOR CREEK ROAD ON DE9950'THE RIGHT, TURN RIGHT ON TAYLOR CREEK ROAD AND GO SOUTHEAST FOR 0.95 DE9950'MI (1.53 KM) TO THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON TAYLOR DE9950'CREEK ROAD (DIRT) FOR 1.9 MI (3.1 KM) TO THE JUNCTION OF RANCH HOUSE DE9950'ROAD, THE ENTRANCE ROAD FOR THE TOSOHATCHEE STATE RESERVE, ON THE DE9950'LEFT, TURN LEFT ON RANCH HOUSE ROAD AND GO EAST FOR 1.15 MI (1.85 KM) DE9950'TO THE JUNCTION OF ST. NICKLAUS ROAD ON THE LEFT, CONTINUE EAST ON DE9950'RANCH HOUSE ROAD FOR 0.95 MI (1.53 KM) TO THE JUNCTION OF A DIM TRACK DE9950'ROAD ON THE LEFT, CONTINUE EAST ON RANCH HOUSE ROAD FOR 0.85 MI (1.37 DE9950'KM) TO THE INTERSECTION OF FISH HOLE ROAD, TURN RIGHT ON FISH HOLE DE9950'ROAD AND GO SOUTH FOR 0.15 MI (0.24 KM) TO THE MARK ON THE LEFT, SET DE9950'IN THE TOP OF A PREFABRICATED CONCRETE POST SURROUNDED BY A 4.0 FT DE9950'(1.2 M) LONG 6-INCH PVC PIPE FILLED WITH CONCRETE IMBEDDED IN THE DE9950'GROUND, PROJECTING 0.4 FT (12.2 CM) ABOVE THE LEVEL OF THE GROUND AND DE9950'1.5 FT (0.5 M) ABOVE THE LEVEL OF FISH HOLE ROAD. LOCATED 14.7 FT (4.5 DE9950'M) EAST OF THE APPROXIMATE CENTERLINE OF FISH HOLE ROAD AND 1.4 FT DE9950'(0.4 M) WEST OF A CARSONITE WITNESS POST. NOTE FOR KEY CONTACT CHARLIE DE9950'MATTHEWS PARK MANAGER TOSOHATCHEE STATE RESERVE, 3365 TAYLOR CREEK DE9950'ROAD, CHRISTMAS, FL 32709. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9951 *********************************************************************** DE9951 DESIGNATION - TOSO 8 DE9951 PID - DE9951 DE9951 STATE/COUNTY- FL/ORANGE DE9951 USGS QUAD - LAKE POINSETT NW (1984) DE9951 DE9951 *CURRENT SURVEY CONTROL DE9951 ___________________________________________________________________ DE9951* NAD 83(1986)- 28 29 01. (N) 080 56 59. (W) SCALED DE9951* NAVD 88 - 5.532 (meters) 18.15 (feet) ADJUSTED DE9951 ___________________________________________________________________ DE9951 GEOID HEIGHT- -28.07 (meters) GEOID99 DE9951 DYNAMIC HT - 5.525 (meters) 18.13 (feet) COMP DE9951 MODELED GRAV- 979,206.8 (mgal) NAVD 88 DE9951 DE9951 VERT ORDER - SECOND CLASS I DE9951 DE9951.The horizontal coordinates were scaled from a topographic map and have DE9951.an estimated accuracy of +/- 6 seconds. DE9951 DE9951.The orthometric height was determined by differential leveling DE9951.and adjusted by the National Geodetic Survey in November 2003. DE9951 DE9951.The geoid height was determined by GEOID99. DE9951 DE9951.The dynamic height is computed by dividing the NAVD 88 DE9951.geopotential number by the normal gravity value computed on the DE9951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9951.degrees latitude (g = 980.6199 gals.). DE9951 DE9951.The modeled gravity was interpolated from observed gravity values. DE9951 DE9951; North East Units Estimated Accuracy DE9951;SPC FL E - 459,800. 204,920. MT (+/- 180 meters Scaled) DE9951 DE9951 SUPERSEDED SURVEY CONTROL DE9951 DE9951.No superseded survey control is available for this station. DE9951 DE9951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM049507(NAD 83) DE9951_MARKER: DD = SURVEY DISK DE9951_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND DE9951_STAMPING: TOSO 8 1996 DE9951_MARK LOGO: FLDNR DE9951_MAGNETIC: N = NO MAGNETIC MATERIAL DE9951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE9951_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9951+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1997 DE9951 DE9951 HISTORY - Date Condition Report By DE9951 HISTORY - 1996 MONUMENTED FLDEP DE9951 HISTORY - 19970514 GOOD FLDEP DE9951 DE9951 STATION DESCRIPTION DE9951 DE9951'DESCRIBED BY FL DEPT OF ENV PRO 1997 (RLM) DE9951'THE MARK IS ABOUT 11.5 MI (18.5 KM) WEST OF INDIAN RIVER CITY, 7.0 DE9951'SOUTHEAST OF CHRISTMAS IN SECTION 17, TOWNSHIP 23 SOUTH, RANGE 34 DE9951'EAST. TO REACH THE MARK FROM THE POST OFFICE IN CHRISTMAS, GO EAST ON DE9951'STATE ROAD 50 FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF TAYLOR CREEK DE9951'ROAD ON THE RIGHT, TURN RIGHT ON TAYLOR CREEK ROAD AND GO SOUTHEAST DE9951'FOR 0.95 MI (1.53 KM) TO THE END OF THE PAVEMENT, CONTINUE SOUTHEAST DE9951'ON TAYLOR CREEK ROAD (DIRT) FOR 1.9 MI (3.1 KM) TO THE JUNCTION OF DE9951'RANCH HOUSE ROAD, THE ENTRANCE ROAD FOR THE TOSOHATCHEE STATE RESERVE, DE9951'ON THE LEFT, TURN LEFT ON RANCH HOUSE ROAD AND GO EAST FOR 1.15 MI DE9951'(1.85 KM) TO THE JUNCTION OF ST. NICKLAUS ROAD ON THE LEFT, CONTINUE DE9951'EAST ON RANCH HOUSE ROAD FOR 0.95 MI (1.53 KM) TO THE JUNCTION OF A DE9951'DIM TRACK ROAD ON THE LEFT, CONTINUE EAST ON RANCH HOUSE ROAD FOR 0.85 DE9951'MI (1.37 KM) TO THE INTERSECTION OF FISH HOLE ROAD, TURN RIGHT ON FISH DE9951'HOLE ROAD AND GO SOUTH FOR 1.1 MI (1.8 KM) TO A Y-JUNCTION AND THE DE9951'MARK ON THE LEFT, SET IN THE TOP OF A PREFABRICATED CONCRETE POST DE9951'SURROUNDED BY A 4.0 FT (1.2 M) LONG 6-INCH PVC PIPE FILLED WITH DE9951'CONCRETE IMBEDDED IN THE GROUND, PROJECTING 0.4 FT (12.2 CM) ABOVE THE DE9951'LEVEL OF THE GROUND AND LEVEL WITH FISH HOLE ROAD. LOCATED 49.6 FT DE9951'(15.1 M) NORTHEAST OF THE SOUTHEAST END OF A 3.0 FT (0.9 M) METAL PIPE DE9951'CULVERT, 21.6 FT (6.6 M) EAST OF THE APPROXIMATE CENTERLINE OF FISH DE9951'HOLE ROAD AND 1.9 FT (0.6 M) WEST OF A CARSONITE WITNESS POST. NOTE DE9951'FOR KEY CONTACT CHARLIE MATTHEWS PARK MANAGER TOSOHATCHEE STATE DE9951'RESERVE, 3365 TAYLOR CREEK ROAD, CHRISTMAS, FL 32708. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9952 *********************************************************************** DE9952 DESIGNATION - TOSO 9 DE9952 PID - DE9952 DE9952 STATE/COUNTY- FL/ORANGE DE9952 USGS QUAD - LAKE POINSETT NW (1984) DE9952 DE9952 *CURRENT SURVEY CONTROL DE9952 ___________________________________________________________________ DE9952* NAD 83(1986)- 28 28 17. (N) 080 57 32. (W) SCALED DE9952* NAVD 88 - 6.719 (meters) 22.04 (feet) ADJUSTED DE9952 ___________________________________________________________________ DE9952 GEOID HEIGHT- -28.08 (meters) GEOID99 DE9952 DYNAMIC HT - 6.709 (meters) 22.01 (feet) COMP DE9952 MODELED GRAV- 979,204.0 (mgal) NAVD 88 DE9952 DE9952 VERT ORDER - SECOND CLASS I DE9952 DE9952.The horizontal coordinates were scaled from a topographic map and have DE9952.an estimated accuracy of +/- 6 seconds. DE9952 DE9952.The orthometric height was determined by differential leveling DE9952.and adjusted by the National Geodetic Survey in November 2003. DE9952 DE9952.The geoid height was determined by GEOID99. DE9952 DE9952.The dynamic height is computed by dividing the NAVD 88 DE9952.geopotential number by the normal gravity value computed on the DE9952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9952.degrees latitude (g = 980.6199 gals.). DE9952 DE9952.The modeled gravity was interpolated from observed gravity values. DE9952 DE9952; North East Units Estimated Accuracy DE9952;SPC FL E - 458,450. 204,030. MT (+/- 180 meters Scaled) DE9952 DE9952 SUPERSEDED SURVEY CONTROL DE9952 DE9952.No superseded survey control is available for this station. DE9952 DE9952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM040494(NAD 83) DE9952_MARKER: DD = SURVEY DISK DE9952_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND DE9952_STAMPING: TOSO 9 1996 DE9952_MARK LOGO: FLDNR DE9952_MAGNETIC: N = NO MAGNETIC MATERIAL DE9952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE9952_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9952+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1997 DE9952 DE9952 HISTORY - Date Condition Report By DE9952 HISTORY - 1996 MONUMENTED FLDEP DE9952 HISTORY - 19970514 GOOD FLDEP DE9952 DE9952 STATION DESCRIPTION DE9952 DE9952'DESCRIBED BY FL DEPT OF ENV PRO 1997 (RLM) DE9952'THE MARK IS ABOUT 11.5 MI (18.5 KM) WEST OF INDIAN RIVER CITY, 8.1 DE9952'SOUTHEAST OF CHRISTMAS IN SECTION 19, TOWNSHIP 23 SOUTH, RANGE 34 DE9952'EAST. TO REACH THE MARK FROM THE POST OFFICE IN CHRISTMAS, GO EAST ON DE9952'STATE ROAD 50 FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF TAYLOR CREEK DE9952'ROAD ON THE RIGHT, TURN RIGHT ON TAYLOR CREEK ROAD AND GO SOUTHEAST DE9952'FOR 0.95 MI (1.53 KM) TO THE END OF THE PAVEMENT, CONTINUE SOUTHEAST DE9952'ON TAYLOR CREEK ROAD (DIRT) FOR 1.9 MI (3.1 KM) TO THE JUNCTION OF DE9952'RANCH HOUSE ROAD, THE ENTRANCE ROAD FOR THE TOSOHATCHEE STATE RESERVE, DE9952'ON THE LEFT, TURN LEFT ON RANCH HOUSE ROAD AND GO EAST FOR 1.15 MI DE9952'(1.85 KM) TO THE JUNCTION OF ST. NICKLAUS ROAD ON THE LEFT, CONTINUE DE9952'EAST ON RANCH HOUSE ROAD FOR 0.95 MI (1.53 KM) TO THE JUNCTION OF A DE9952'DIM TRACK ROAD ON THE LEFT, CONTINUE EAST ON RANCH HOUSE ROAD FOR 0.85 DE9952'MI (1.37 KM) TO THE INTERSECTION OF FISH HOLE ROAD, TURN RIGHT ON FISH DE9952'HOLE ROAD AND GO SOUTH FOR 1.1 MI (1.8 KM) TO A Y-JUNCTION, BEAR RIGHT DE9952'AT THE Y-JUNCTION ON FISH HOLE ROAD AND GO SOUTHWEST AND SOUTH FOR 1.1 DE9952'MI (1.8 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A PREFABRICATED DE9952'CONCRETE POST SURROUNDED BY A 4.0 FT (1.2 M) LONG 6-INCH PVC PIPE DE9952'FILLED WITH CONCRETE IMBEDDED IN THE GROUND, PROJECTING 0.4 FT (12.2 DE9952'CM) ABOVE THE LEVEL OF THE GROUND AND LEVEL WITH FISH HOLE ROAD. DE9952'LOCATED 16.1 FT (4.9 M) EAST OF THE APPROXIMATE CENTERLINE OF FISH DE9952'HOLE ROAD AND 1.7 FT (0.5 M) WEST OF A CARSONITE WITNESS POST. NOTE DE9952'FOR KEY CONTACT CHARLIE MATTHEWS PARK MANAGER TOSOHATCHEE STATE DE9952'RECERVE, 3365 TAYLOR CREEK ROAD, CHRISTMAS, FL 32709. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9893 *********************************************************************** DE9893 DESIGNATION - U 440 DE9893 PID - DE9893 DE9893 STATE/COUNTY- FL/ORANGE DE9893 USGS QUAD - ORLANDO EAST (1980) DE9893 DE9893 *CURRENT SURVEY CONTROL DE9893 ___________________________________________________________________ DE9893* NAD 83(1986)- 28 36 23. (N) 081 17 55. (W) SCALED DE9893* NAVD 88 - 25.937 (meters) 85.09 (feet) ADJUSTED DE9893 ___________________________________________________________________ DE9893 GEOID HEIGHT- -27.74 (meters) GEOID99 DE9893 DYNAMIC HT - 25.900 (meters) 84.97 (feet) COMP DE9893 MODELED GRAV- 979,215.7 (mgal) NAVD 88 DE9893 DE9893 VERT ORDER - SECOND CLASS I DE9893 DE9893.The horizontal coordinates were scaled from a topographic map and have DE9893.an estimated accuracy of +/- 6 seconds. DE9893 DE9893.The orthometric height was determined by differential leveling DE9893.and adjusted by the National Geodetic Survey in November 2003. DE9893 DE9893.The geoid height was determined by GEOID99. DE9893 DE9893.The dynamic height is computed by dividing the NAVD 88 DE9893.geopotential number by the normal gravity value computed on the DE9893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9893.degrees latitude (g = 980.6199 gals.). DE9893 DE9893.The modeled gravity was interpolated from observed gravity values. DE9893 DE9893; North East Units Estimated Accuracy DE9893;SPC FL E - 473,440. 170,800. MT (+/- 180 meters Scaled) DE9893 DE9893 SUPERSEDED SURVEY CONTROL DE9893 DE9893.No superseded survey control is available for this station. DE9893 DE9893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM708644(NAD 83) DE9893_MARKER: DV = VERTICAL CONTROL DISK DE9893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9893_STAMPING: U 440 1997 DE9893_MARK LOGO: NGS DE9893_MAGNETIC: N = NO MAGNETIC MATERIAL DE9893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9893+STABILITY: SURFACE MOTION DE9893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9893+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9893 DE9893 HISTORY - Date Condition Report By DE9893 HISTORY - 1997 MONUMENTED FLDEP DE9893 DE9893 STATION DESCRIPTION DE9893 DE9893'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM) DE9893'THE MARK IS ABOUT 8.0 MI (12.9 KM) SOUTHWEST OF OVIEDO, 4.35 MI (7.00 DE9893'KM) NORTHEAST OF WINTER PARK ON STATE ROAD 426 IN SECTION 3, TOWNSHIP DE9893'22 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM THE INTERSECTION OF DE9893'U.S. HIGHWAY 17, 92 AND STATE ROAD 426 IN WINTER PARK, GO EAST ON DE9893'STATE ROAD 426 FOR 4.35 MI (7.00 KM) TO THE JUNCTION OF FORSYTH ROAD DE9893'ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND DE9893'CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE DE9893'GROUND AND 0.6 FT (18.3 CM) ABOVE THE LEVEL OF STATE ROAD 426. LOCATED DE9893'164.4 FT (50.1 M) EAST OF THE CENTERLINE OF FORSYTH ROAD, 29.7 FT (9.1 DE9893'M) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF STATE ROAD 426, DE9893'5.3 FT (1.6 M) WEST OF A 42-INCH CONCRETE POWER POLE NUMBER WL18 AND DE9893'2.1 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9901 *********************************************************************** DE9901 DESIGNATION - U 448 DE9901 PID - DE9901 DE9901 STATE/COUNTY- FL/ORANGE DE9901 USGS QUAD - ORLANDO EAST (1980) DE9901 DE9901 *CURRENT SURVEY CONTROL DE9901 ___________________________________________________________________ DE9901* NAD 83(1986)- 28 36 38. (N) 081 21 51. (W) SCALED DE9901* NAVD 88 - 26.744 (meters) 87.74 (feet) ADJUSTED DE9901 ___________________________________________________________________ DE9901 GEOID HEIGHT- -27.66 (meters) GEOID99 DE9901 DYNAMIC HT - 26.706 (meters) 87.62 (feet) COMP DE9901 MODELED GRAV- 979,215.0 (mgal) NAVD 88 DE9901 DE9901 VERT ORDER - SECOND CLASS I DE9901 DE9901.The horizontal coordinates were scaled from a topographic map and have DE9901.an estimated accuracy of +/- 6 seconds. DE9901 DE9901.The orthometric height was determined by differential leveling DE9901.and adjusted by the National Geodetic Survey in November 2003. DE9901 DE9901.The geoid height was determined by GEOID99. DE9901 DE9901.The dynamic height is computed by dividing the NAVD 88 DE9901.geopotential number by the normal gravity value computed on the DE9901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9901.degrees latitude (g = 980.6199 gals.). DE9901 DE9901.The modeled gravity was interpolated from observed gravity values. DE9901 DE9901; North East Units Estimated Accuracy DE9901;SPC FL E - 473,920. 164,390. MT (+/- 180 meters Scaled) DE9901 DE9901 SUPERSEDED SURVEY CONTROL DE9901 DE9901.No superseded survey control is available for this station. DE9901 DE9901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM643648(NAD 83) DE9901_MARKER: DD = SURVEY DISK DE9901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9901_STAMPING: U 448 1997 DE9901_MARK LOGO: FLDNR DE9901_PROJECTION: FLUSH DE9901_MAGNETIC: N = NO MAGNETIC MATERIAL DE9901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9901+STABILITY: SURFACE MOTION DE9901_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9901+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002 DE9901 DE9901 HISTORY - Date Condition Report By DE9901 HISTORY - 1997 MONUMENTED FLDEP DE9901 HISTORY - 20020808 GOOD FLDEP DE9901 DE9901 STATION DESCRIPTION DE9901 DE9901'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM) DE9901'THE MARK IS IN WINTER PARK ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF DE9901'EATONVILLE ON PARK AVENUE IN SECTION 36, TOWNSHIP 21 SOUTH, RANGE 29 DE9901'EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAYS 17, 92 DE9901'(ORLANDO AVENUE) AND STATE ROAD 426 (FAIRBANKS AVENUE) IN WINTER PARK, DE9901'GO EAST ON STATE ROAD 426 FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF PARK DE9901'AVENUE ON THE LEFT, TURN LEFT ON PARK AVENUE AND GO NORTH FOR 1.85 MI DE9901'(2.98 KM) THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE DE9901'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH PARK AVENUE. THE MARK DE9901'CAN ALSO BE REACHED FROM THE INTERSECTION OF STATE ROAD 426 (FAIRBANKS DE9901'AVENUE) AND U.S. HIGHWAYS 17, 92 (ORLANDO AVENUE) IN WINTER PARK, GO DE9901'NORTH ON U.S. HIGHWAYS 17, 92 FOR 1.4 MI (2.3 KM) TO THE JUNCTION OF DE9901'PARK AVENUE ON THE RIGHT, TURN RIGHT ON PARK AVENUE AND GO SOUTHEAST DE9901'FOR 0.2 MI (0.3 KM) TO THE MARK ON THE RIGHT. LOCATED ABOUT 330.0 FT DE9901'(100.6 M) NORTHWEST OF THE CENTERLINE OF RIDGE WOOD AVENUE, 94.8 FT DE9901'(28.9 M) SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING DE9901'(PROFFSSIONAL ASSOCIATES OF WINTER PARK AT 2150 PARK AVENUE), 34.8 FT DE9901'(10.6 M) SOUTHWEST OF THE CENTERLINE OF PARK AVENUE, 30.2 FT (9.2 M) DE9901'NORTHEAST OF THE EAST RAIL OF THE RAILROAD TRACKS AND 7.0 FT (2.1 M) DE9901'NORTHEAST OF A POWER POLE. DE9901 DE9901 STATION RECOVERY (2002) DE9901 DE9901'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM) DE9901'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9866 *********************************************************************** DE9866 DESIGNATION - U 453 DE9866 PID - DE9866 DE9866 STATE/COUNTY- FL/ORANGE DE9866 USGS QUAD - ORLANDO EAST (1980) DE9866 DE9866 *CURRENT SURVEY CONTROL DE9866 ___________________________________________________________________ DE9866* NAD 83(1986)- 28 33 13. (N) 081 18 39. (W) SCALED DE9866* NAVD 88 - 30.400 (meters) 99.74 (feet) ADJUSTED DE9866 ___________________________________________________________________ DE9866 GEOID HEIGHT- -27.77 (meters) GEOID99 DE9866 DYNAMIC HT - 30.356 (meters) 99.59 (feet) COMP DE9866 MODELED GRAV- 979,205.9 (mgal) NAVD 88 DE9866 DE9866 VERT ORDER - SECOND CLASS I DE9866 DE9866.The horizontal coordinates were scaled from a topographic map and have DE9866.an estimated accuracy of +/- 6 seconds. DE9866 DE9866.The orthometric height was determined by differential leveling DE9866.and adjusted by the National Geodetic Survey in November 2003. DE9866 DE9866.The geoid height was determined by GEOID99. DE9866 DE9866.The dynamic height is computed by dividing the NAVD 88 DE9866.geopotential number by the normal gravity value computed on the DE9866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9866.degrees latitude (g = 980.6199 gals.). DE9866 DE9866.The modeled gravity was interpolated from observed gravity values. DE9866 DE9866; North East Units Estimated Accuracy DE9866;SPC FL E - 467,600. 169,590. MT (+/- 180 meters Scaled) DE9866 DE9866 SUPERSEDED SURVEY CONTROL DE9866 DE9866.No superseded survey control is available for this station. DE9866 DE9866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM695585(NAD 83) DE9866_MARKER: DV = VERTICAL CONTROL DISK DE9866_SETTING: 31 = SLAB DE9866_STAMPING: U 453 1997 DE9866_MARK LOGO: NGS DE9866_MAGNETIC: N = NO MAGNETIC MATERIAL DE9866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE9866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9866+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9866 DE9866 HISTORY - Date Condition Report By DE9866 HISTORY - 1997 MONUMENTED FLDEP DE9866 DE9866 STATION DESCRIPTION DE9866 DE9866'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ) DE9866'THE MARK IS ABOUT 7.5 MI (12.1 KM) SOUTH OF CASSELBERRY, 4.5 MI (7.2 DE9866'KM) EAST OF ORLANDO ON STATE ROAD 436 (SEMORAN BOULEVARD) AT THE DE9866'JUNCTION OF OLEANDER DRIVE IN SECTION 28, TOWNSHIP 22 SOUTH, RANGE 30 DE9866'EAST. TO REACH THE MARK FROM THE INTERSECTION OF SEMORAN BOULEVARD DE9866'(STATE ROAD 436) AND CURRY FORD ROAD (COUNTY ROAD 552) ON THE DE9866'SOUTHEAST SIDE OF ORLANDO, GO NORTH ON SEMORAN BOULEVARD (STATE ROAD DE9866'436) FOR 2.05 MI (3.30 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF DE9866'A CONCRETE SLAB APPROXIMATELY 5.0 FT (1.5 M) X 7.0 FT (2.1 M) WITH DE9866'THREE BROWN POWER SUBSTATION BOXES ATTACHED, PROJECTING 0.3 FT (9.1 DE9866'CM) ABOVE THE LEVEL OF THE GROUND AND LEVEL WITH STATE ROAD 436. DE9866'LOCATED 124.1 FT (37.8 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE DE9866'ENTRANCE TO POINT OF VIEW BUILDING, 42.8 FT (13.0 M) WEST OF THE DE9866'APPROXIMATE CENTERLINE OF THE SOUTHBOUND LANE OF STATE ROAD 436, 11.7 DE9866'FT (3.6 M) WEST OF A CONCRETE POWER POLE NUMBER L203H0210K, 7.3 FT DE9866'(2.2 M) WEST OF A CARSONITE WITNESS POST AND 0.8 FT (24.4 CM) WEST OF DE9866'THE NORTHEAST SIDE OF THE CONCRETE SLAB. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9842 *********************************************************************** DE9842 DESIGNATION - U 456 DE9842 PID - DE9842 DE9842 STATE/COUNTY- FL/ORANGE DE9842 USGS QUAD - BITHLO (1980) DE9842 DE9842 *CURRENT SURVEY CONTROL DE9842 ___________________________________________________________________ DE9842* NAD 83(1986)- 28 36 01. (N) 081 07 27. (W) SCALED DE9842* NAVD 88 - 18.669 (meters) 61.25 (feet) ADJUSTED DE9842 ___________________________________________________________________ DE9842 GEOID HEIGHT- -27.93 (meters) GEOID99 DE9842 DYNAMIC HT - 18.642 (meters) 61.16 (feet) COMP DE9842 MODELED GRAV- 979,212.2 (mgal) NAVD 88 DE9842 DE9842 VERT ORDER - SECOND CLASS I DE9842 DE9842.The horizontal coordinates were scaled from a topographic map and have DE9842.an estimated accuracy of +/- 6 seconds. DE9842 DE9842.The orthometric height was determined by differential leveling DE9842.and adjusted by the National Geodetic Survey in November 2003. DE9842 DE9842.The geoid height was determined by GEOID99. DE9842 DE9842.The dynamic height is computed by dividing the NAVD 88 DE9842.geopotential number by the normal gravity value computed on the DE9842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9842.degrees latitude (g = 980.6199 gals.). DE9842 DE9842.The modeled gravity was interpolated from observed gravity values. DE9842 DE9842; North East Units Estimated Accuracy DE9842;SPC FL E - 472,740. 187,860. MT (+/- 180 meters Scaled) DE9842 DE9842 SUPERSEDED SURVEY CONTROL DE9842 DE9842.No superseded survey control is available for this station. DE9842 DE9842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM878637(NAD 83) DE9842_MARKER: DV = VERTICAL CONTROL DISK DE9842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9842_STAMPING: U 456 1997 DE9842_MARK LOGO: NGS DE9842_MAGNETIC: N = NO MAGNETIC MATERIAL DE9842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9842+STABILITY: SURFACE MOTION DE9842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9842+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9842 DE9842 HISTORY - Date Condition Report By DE9842 HISTORY - 1997 MONUMENTED FLDEP DE9842 DE9842 STATION DESCRIPTION DE9842 DE9842'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM) DE9842'THE MARK IS ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF OVIEDO, 3.0 MI (4.8 DE9842'KM) SOUTH OF THE SMALL COMMUNITY CALL CHULUOTA, 2.8 MI (4.5 KM) DE9842'NORTHWEST OF BITHLO IN SECTION 4, TOWNSHIP 22 SOUTH, RANGE 32 EAST. TO DE9842'REACH THE MARK FROM THE JUNCTION OF STATE ROADS 50 AND 419 WEST OF DE9842'BITHLO, GO NORTHERLY ON STATE ROAD 419 FOR 2.85 MI (4.59 KM) TO THE DE9842'MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT DE9842'RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE GROUND AND 0.8 FT DE9842'(24.4 CM) ABOVE THE LEVEL OF STATE ROAD 419. LOCATED APPROXIMATELY DE9842'375.0 FT (114.3 M) NORTH OF THE EXTENDED CENTERLINE OF LAKE DRAWDY DE9842'DRIVE A PAVE ROAD LEADING WEST, 40.3 FT (12.3 M) EAST OF THE DE9842'CENTERLINE OF STATE ROAD 419, 1.0 FT (0.3 M) WEST OF A BARBED WIRE DE9842'FENCE AND 0.9 FT (27.4 CM) WEST OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9894 *********************************************************************** DE9894 DESIGNATION - V 440 DE9894 PID - DE9894 DE9894 STATE/COUNTY- FL/ORANGE DE9894 USGS QUAD - ORLANDO EAST (1980) DE9894 DE9894 *CURRENT SURVEY CONTROL DE9894 ___________________________________________________________________ DE9894* NAD 83(1986)- 28 36 16. (N) 081 18 24. (W) SCALED DE9894* NAVD 88 - 26.752 (meters) 87.77 (feet) ADJUSTED DE9894 ___________________________________________________________________ DE9894 GEOID HEIGHT- -27.73 (meters) GEOID99 DE9894 DYNAMIC HT - 26.714 (meters) 87.64 (feet) COMP DE9894 MODELED GRAV- 979,215.6 (mgal) NAVD 88 DE9894 DE9894 VERT ORDER - SECOND CLASS I DE9894 DE9894.The horizontal coordinates were scaled from a topographic map and have DE9894.an estimated accuracy of +/- 6 seconds. DE9894 DE9894.The orthometric height was determined by differential leveling DE9894.and adjusted by the National Geodetic Survey in November 2003. DE9894 DE9894.The geoid height was determined by GEOID99. DE9894 DE9894.The dynamic height is computed by dividing the NAVD 88 DE9894.geopotential number by the normal gravity value computed on the DE9894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9894.degrees latitude (g = 980.6199 gals.). DE9894 DE9894.The modeled gravity was interpolated from observed gravity values. DE9894 DE9894; North East Units Estimated Accuracy DE9894;SPC FL E - 473,230. 170,010. MT (+/- 180 meters Scaled) DE9894 DE9894 SUPERSEDED SURVEY CONTROL DE9894 DE9894.No superseded survey control is available for this station. DE9894 DE9894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM700642(NAD 83) DE9894_MARKER: DV = VERTICAL CONTROL DISK DE9894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9894_STAMPING: V 440 1997 DE9894_MARK LOGO: NGS DE9894_MAGNETIC: N = NO MAGNETIC MATERIAL DE9894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9894+STABILITY: SURFACE MOTION DE9894_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9894+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9894 DE9894 HISTORY - Date Condition Report By DE9894 HISTORY - 1997 MONUMENTED FLDEP DE9894 DE9894 STATION DESCRIPTION DE9894 DE9894'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM) DE9894'THE MARK IS ABOUT 8.5 MI (13.7 KM) SOUTHWEST OF OVIEDO, 3.85 MI (6.20 DE9894'KM) NORTHEAST OF WINTER PARK ON STATE ROAD 426 IN SECTION 3, TOWNSHIP DE9894'22 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM THE INTERSECTION OF DE9894'U.S. HIGHWAY 17, 92 AND STATE ROAD 426 IN WINTER PARK, GO EAST ON DE9894'STATE ROAD 426 FOR 3.85 MI (6.20 KM) TO THE INTERSECTION STATE ROAD DE9894'436 AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE DE9894'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH STATE ROAD 426. LOCATED DE9894'325.0 FT (99.1 M) EAST OF THE CENTERLINE OF STATE ROAD 436, 32.2 FT DE9894'(9.8 M) SOUTH OF THE CENTERLINE OF STATE ROAD 436 EASTBOUND LANES, 4.0 DE9894'FT (1.2 M) WEST OF 42-INCH CONCRETE POWER POLE NUMBER WL12 AND 0.7 FT DE9894'(21.3 CM) NORTH OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9902 *********************************************************************** DE9902 DESIGNATION - V 448 DE9902 PID - DE9902 DE9902 STATE/COUNTY- FL/ORANGE DE9902 USGS QUAD - ORLANDO EAST (1980) DE9902 DE9902 *CURRENT SURVEY CONTROL DE9902 ___________________________________________________________________ DE9902* NAD 83(1986)- 28 36 22. (N) 081 21 54. (W) SCALED DE9902* NAVD 88 - 27.969 (meters) 91.76 (feet) ADJUSTED DE9902 ___________________________________________________________________ DE9902 GEOID HEIGHT- -27.66 (meters) GEOID99 DE9902 DYNAMIC HT - 27.929 (meters) 91.63 (feet) COMP DE9902 MODELED GRAV- 979,214.2 (mgal) NAVD 88 DE9902 DE9902 VERT ORDER - SECOND CLASS I DE9902 DE9902.The horizontal coordinates were scaled from a topographic map and have DE9902.an estimated accuracy of +/- 6 seconds. DE9902 DE9902.The orthometric height was determined by differential leveling DE9902.and adjusted by the National Geodetic Survey in November 2003. DE9902 DE9902.The geoid height was determined by GEOID99. DE9902 DE9902.The dynamic height is computed by dividing the NAVD 88 DE9902.geopotential number by the normal gravity value computed on the DE9902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9902.degrees latitude (g = 980.6199 gals.). DE9902 DE9902.The modeled gravity was interpolated from observed gravity values. DE9902 DE9902; North East Units Estimated Accuracy DE9902;SPC FL E - 473,430. 164,300. MT (+/- 180 meters Scaled) DE9902 DE9902 SUPERSEDED SURVEY CONTROL DE9902 DE9902.No superseded survey control is available for this station. DE9902 DE9902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM643644(NAD 83) DE9902_MARKER: DD = SURVEY DISK DE9902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9902_STAMPING: V 448 1997 DE9902_MARK LOGO: FLDNR DE9902_PROJECTION: FLUSH DE9902_MAGNETIC: N = NO MAGNETIC MATERIAL DE9902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9902+STABILITY: SURFACE MOTION DE9902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9902+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002 DE9902 DE9902 HISTORY - Date Condition Report By DE9902 HISTORY - 1997 MONUMENTED FLDEP DE9902 HISTORY - 20020808 GOOD FLDEP DE9902 DE9902 STATION DESCRIPTION DE9902 DE9902'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM) DE9902'THE MARK IS IN WINTER PARK, ABOUT 1.0 MI (1.6 KM) SOUTHEAST OF DE9902'EATONVILLE ON PARK AVENUE IN SECTION 1, TOWNSHIP 22 SOUTH, RANGE 29 DE9902'EAST. TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 426 DE9902'(FAIRBANKS AVENUE) AND U.S. HIGHWAYS 17, 92 (ORLANDO AVENUE) IN WINTER DE9902'PARK, GO NORTH ON U.S. HIGHWAYS 17, 92 (ORLANDO AVENUE) FOR 0.9 MI DE9902'(1.4 KM) TO THE JUNCTION OF STATE ROAD 423 (LEE ROAD) ON THE LEFT AND DE9902'THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT DE9902'FLUSH WITH THE GROUND AND 0.8 FT (24.4 CM) ABOVE THE LEVEL OF STATE DE9902'ROAD 423. LOCATED 48.6 FT (14.8 M) WEST OF THE CENTERLINE OF THE DE9902'SOUTHBOUND LANES OF U.S. HIGHWAYS 17, 92, 41.0 FT (12.5 M) NORTH OF DE9902'THE CENTERLINE OF THE WESTBOUND LANES OF STATE ROAD 423, 33.6 FT (10.2 DE9902'M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING (KIMBER REALTY AT DE9902'941 STATE ROAD 423) AND 1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS DE9902'POST. DE9902 DE9902 STATION RECOVERY (2002) DE9902 DE9902'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM) DE9902'RECOVERED AS DESCRIBED. DE9902' DE9902' DE9902' DE9902' DE9902' DE9902' DE9902' DE9902' 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9867 *********************************************************************** DE9867 DESIGNATION - V 453 DE9867 PID - DE9867 DE9867 STATE/COUNTY- FL/ORANGE DE9867 USGS QUAD - ORLANDO EAST (1980) DE9867 DE9867 *CURRENT SURVEY CONTROL DE9867 ___________________________________________________________________ DE9867* NAD 83(1986)- 28 34 08. (N) 081 18 38. (W) SCALED DE9867* NAVD 88 - 27.923 (meters) 91.61 (feet) ADJUSTED DE9867 ___________________________________________________________________ DE9867 GEOID HEIGHT- -27.76 (meters) GEOID99 DE9867 DYNAMIC HT - 27.883 (meters) 91.48 (feet) COMP DE9867 MODELED GRAV- 979,209.1 (mgal) NAVD 88 DE9867 DE9867 VERT ORDER - SECOND CLASS I DE9867 DE9867.The horizontal coordinates were scaled from a topographic map and have DE9867.an estimated accuracy of +/- 6 seconds. DE9867 DE9867.The orthometric height was determined by differential leveling DE9867.and adjusted by the National Geodetic Survey in November 2003. DE9867 DE9867.The geoid height was determined by GEOID99. DE9867 DE9867.The dynamic height is computed by dividing the NAVD 88 DE9867.geopotential number by the normal gravity value computed on the DE9867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9867.degrees latitude (g = 980.6199 gals.). DE9867 DE9867.The modeled gravity was interpolated from observed gravity values. DE9867 DE9867; North East Units Estimated Accuracy DE9867;SPC FL E - 469,290. 169,620. MT (+/- 180 meters Scaled) DE9867 DE9867 SUPERSEDED SURVEY CONTROL DE9867 DE9867.No superseded survey control is available for this station. DE9867 DE9867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM696602(NAD 83) DE9867_MARKER: DV = VERTICAL CONTROL DISK DE9867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9867_STAMPING: V 453 1997 DE9867_MARK LOGO: NGS DE9867_MAGNETIC: N = NO MAGNETIC MATERIAL DE9867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9867+STABILITY: SURFACE MOTION DE9867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9867+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9867 DE9867 HISTORY - Date Condition Report By DE9867 HISTORY - 1997 MONUMENTED FLDEP DE9867 DE9867 STATION DESCRIPTION DE9867 DE9867'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ) DE9867'THE MARK IS ABOUT 6.45 MI (10.38 KM) SOUTH OF CASSELBERRY, 5.5 MI (8.9 DE9867'KM) EAST OF ORLANDO ON STATE ROAD 436 (SEMORAN BOULEVARD) IN SECTION DE9867'15, TOWNSHIP 22 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM THE DE9867'INTERSECTION OF SEMORAN BOULEVARD (STATE ROAD 436) AND CURRY FORD ROAD DE9867'(COUNTY ROAD 552) ON THE SOUTHEAST SIDE OF ORLANDO, GO NORTH ON DE9867'SEMORAN BOULEVARD (STATE ROAD 436) FOR 3.1 MI (5.0 KM) TO THE MARK ON DE9867'THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE DE9867'GROUND AND 0.6 FT (18.3 CM) BELOW THE LEVEL OF STATE ROAD 436. LOCATED DE9867'67.0 FT (20.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF CORNELIA DE9867'AVENUE, 66.5 FT (20.3 M) WEST OF A CATHOLIC SOCIAL SERVICE SIGN, 48.5 DE9867'FT (14.8 M) EAST OF THE APPROXIMATE CENTERLINE OF THE NORTHBOUND LANES DE9867'OF STATE ROAD 436, 6.4 FT (2.0 M) WEST OF THE APPROXIMATE CENTER OF A DE9867'CONCRETE CULVERT AND 3.4 FT (1.0 M) WEST OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9938 *********************************************************************** DE9938 DESIGNATION - V 456 DE9938 PID - DE9938 DE9938 STATE/COUNTY- FL/ORANGE DE9938 USGS QUAD - BITHLO (1980) DE9938 DE9938 *CURRENT SURVEY CONTROL DE9938 ___________________________________________________________________ DE9938* NAD 83(1986)- 28 35 06. (N) 081 07 17. (W) SCALED DE9938* NAVD 88 - 21.938 (meters) 71.97 (feet) ADJUSTED DE9938 ___________________________________________________________________ DE9938 GEOID HEIGHT- -27.95 (meters) GEOID99 DE9938 DYNAMIC HT - 21.906 (meters) 71.87 (feet) COMP DE9938 MODELED GRAV- 979,209.7 (mgal) NAVD 88 DE9938 DE9938 VERT ORDER - SECOND CLASS I DE9938 DE9938.The horizontal coordinates were scaled from a topographic map and have DE9938.an estimated accuracy of +/- 6 seconds. DE9938 DE9938.The orthometric height was determined by differential leveling DE9938.and adjusted by the National Geodetic Survey in November 2003. DE9938 DE9938.The geoid height was determined by GEOID99. DE9938 DE9938.The dynamic height is computed by dividing the NAVD 88 DE9938.geopotential number by the normal gravity value computed on the DE9938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9938.degrees latitude (g = 980.6199 gals.). DE9938 DE9938.The modeled gravity was interpolated from observed gravity values. DE9938 DE9938; North East Units Estimated Accuracy DE9938;SPC FL E - 471,040. 188,130. MT (+/- 180 meters Scaled) DE9938 DE9938 SUPERSEDED SURVEY CONTROL DE9938 DE9938.No superseded survey control is available for this station. DE9938 DE9938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM881620(NAD 83) DE9938_MARKER: F = FLANGE-ENCASED ROD DE9938_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DE9938+WITH SETTING: INFORMATION. DE9938_STAMPING: V 456 1997 DE9938_MARK LOGO: NGS DE9938_MAGNETIC: N = NO MAGNETIC MATERIAL DE9938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE9938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9938+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9938 DE9938 HISTORY - Date Condition Report By DE9938 HISTORY - 1997 MONUMENTED FLDEP DE9938 DE9938 STATION DESCRIPTION DE9938 DE9938'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM) DE9938'THE MARK IS ABOUT 9.5 MI (15.3 KM) SOUTHEAST OF OVIEDO, 4.0 MI (6.4 DE9938'KM) SOUTH OF THE SMALL COMMUNITY OF CHULUOTA, 1.8 MI (2.9 KM) DE9938'NORTHWEST OF BITHLO IN SECTION 9, TOWNSHIP 22 SOUTH, RANGE 32 EAST. TO DE9938'REACH THE MARK FROM THE JUNCTION OF STATE ROADS 50 AND 419 WEST OF DE9938'BITHLO, GO NORTHERLY ON STATE ROAD 419 FOR 1.8 MI (2.9 KM) TO THE MARK DE9938'ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 9.3 DE9938'FT (2.8 M) WITH A LOGO CAP RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF DE9938'THE GROUND AND LEVEL WITH STATE ROAD 419, THE DATUM POINT IS RECESSED DE9938'0.4 FT (12.2 CM) BELOW THE LEVEL OF THE LOGO CAP. LOCATED 77.5 FT DE9938'(23.6 M) WEST AND ACROSSSED STATE ROAD 419 FROM POWER POLE NUMBER DE9938'719602, 38.8 WEST-NORTHWEST OF THE CENTERLINE OF STATE ROAD 419, 1.7 DE9938'FT (0.5 M) EAST-SOUTHEAST OF A CARSONITE WITNESS AND 1.6 FT (0.5 M) DE9938'EAST-SOUTHEAST OF A BARBED WIRE FENCELINE. NOTE ACCESS TO DATUM POINT DE9938'IS HAD THROUGH A 5-INCH LOGO CAP. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9895 *********************************************************************** DE9895 DESIGNATION - W 440 DE9895 PID - DE9895 DE9895 STATE/COUNTY- FL/ORANGE DE9895 USGS QUAD - ORLANDO EAST (1980) DE9895 DE9895 *CURRENT SURVEY CONTROL DE9895 ___________________________________________________________________ DE9895* NAD 83(1986)- 28 36 05. (N) 081 19 13. (W) SCALED DE9895* NAVD 88 - 26.877 (meters) 88.18 (feet) ADJUSTED DE9895 ___________________________________________________________________ DE9895 GEOID HEIGHT- -27.72 (meters) GEOID99 DE9895 DYNAMIC HT - 26.838 (meters) 88.05 (feet) COMP DE9895 MODELED GRAV- 979,215.0 (mgal) NAVD 88 DE9895 DE9895 VERT ORDER - SECOND CLASS I DE9895 DE9895.The horizontal coordinates were scaled from a topographic map and have DE9895.an estimated accuracy of +/- 6 seconds. DE9895 DE9895.The orthometric height was determined by differential leveling DE9895.and adjusted by the National Geodetic Survey in November 2003. DE9895 DE9895.The geoid height was determined by GEOID99. DE9895 DE9895.The dynamic height is computed by dividing the NAVD 88 DE9895.geopotential number by the normal gravity value computed on the DE9895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9895.degrees latitude (g = 980.6199 gals.). DE9895 DE9895.The modeled gravity was interpolated from observed gravity values. DE9895 DE9895; North East Units Estimated Accuracy DE9895;SPC FL E - 472,900. 168,680. MT (+/- 180 meters Scaled) DE9895 DE9895 SUPERSEDED SURVEY CONTROL DE9895 DE9895.No superseded survey control is available for this station. DE9895 DE9895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM686638(NAD 83) DE9895_MARKER: DV = VERTICAL CONTROL DISK DE9895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9895_STAMPING: W 440 1997 DE9895_MARK LOGO: NGS DE9895_MAGNETIC: N = NO MAGNETIC MATERIAL DE9895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9895+STABILITY: SURFACE MOTION DE9895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9895+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9895 DE9895 HISTORY - Date Condition Report By DE9895 HISTORY - 1997 MONUMENTED FLDEP DE9895 DE9895 STATION DESCRIPTION DE9895 DE9895'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM) DE9895'THE MARK IS ABOUT 9.35 MI (15.05 KM) SOUTHWEST OF OVIEDO, 3.0 MI (4.8 DE9895'KM) NORTHEAST OF WINTER PARK ON STATE ROAD 426 IN SECTION 4 TOWNSHIP DE9895'22 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM THE INTERSECTION OF DE9895'U.S. HIGHWAY 17, 92 AND STATE ROAD 426 IN WINTER PARK, GO EAST ON DE9895'STATE ROAD 426 FOR 3.0 MI (4.8 KM) TO BALFOUR COURT ON THE LEFT AND DE9895'THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT DE9895'FLUSH WITH THE GROUND AND LEVEL WITH STATE ROAD 426. LOCATED 51.0 FT DE9895'(15.5 M) NORTH OF THE CENTERLINE OF STATE ROAD 426, 30.7 FT (9.4 M) DE9895'WEST OF THE APPROXIMATE CENTERLINE OF BALFOUR COURT, 22.8 FT (6.9 M) DE9895'SOUTH OF THE APPROXIMATE CENTERLINE OF THE PAVED DRIVEWAY (INTO THE DE9895'PARKING LOT), 12.6 FT (3.8 M) EAST OF THE EAST EDGE OF A PARKING LOT DE9895'AND 2.7 FT (0.8 M) SOUTH OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9868 *********************************************************************** DE9868 DESIGNATION - W 453 DE9868 PID - DE9868 DE9868 STATE/COUNTY- FL/ORANGE DE9868 USGS QUAD - ORLANDO EAST (1980) DE9868 DE9868 *CURRENT SURVEY CONTROL DE9868 ___________________________________________________________________ DE9868* NAD 83(1986)- 28 35 03. (N) 081 18 24. (W) SCALED DE9868* NAVD 88 - 27.894 (meters) 91.52 (feet) ADJUSTED DE9868 ___________________________________________________________________ DE9868 GEOID HEIGHT- -27.75 (meters) GEOID99 DE9868 DYNAMIC HT - 27.854 (meters) 91.38 (feet) COMP DE9868 MODELED GRAV- 979,212.4 (mgal) NAVD 88 DE9868 DE9868 VERT ORDER - SECOND CLASS I DE9868 DE9868.The horizontal coordinates were scaled from a topographic map and have DE9868.an estimated accuracy of +/- 6 seconds. DE9868 DE9868.The orthometric height was determined by differential leveling DE9868.and adjusted by the National Geodetic Survey in November 2003. DE9868 DE9868.The geoid height was determined by GEOID99. DE9868 DE9868.The dynamic height is computed by dividing the NAVD 88 DE9868.geopotential number by the normal gravity value computed on the DE9868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9868.degrees latitude (g = 980.6199 gals.). DE9868 DE9868.The modeled gravity was interpolated from observed gravity values. DE9868 DE9868; North East Units Estimated Accuracy DE9868;SPC FL E - 470,980. 170,000. MT (+/- 180 meters Scaled) DE9868 DE9868 SUPERSEDED SURVEY CONTROL DE9868 DE9868.No superseded survey control is available for this station. DE9868 DE9868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM700619(NAD 83) DE9868_MARKER: F = FLANGE-ENCASED ROD DE9868_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DE9868_STAMPING: W 453 1997 DE9868_MARK LOGO: NGS DE9868_PROJECTION: FLUSH DE9868_MAGNETIC: N = NO MAGNETIC MATERIAL DE9868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE9868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9868+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9868_ROD/PIPE-DEPTH: 24.4 meters DE9868 DE9868 HISTORY - Date Condition Report By DE9868 HISTORY - 1997 MONUMENTED FLDEP DE9868 DE9868 STATION DESCRIPTION DE9868 DE9868'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ) DE9868'THE MARK IS ABOUT 5.35 MI (8.61 KM) SOUTH OF CASSELBERRY, 2.5 MI (4.0 DE9868'KM) SOUTHEAST OF WINTER PARK ON STATE ROAD 436 (SEMORAN BOULEVARD) IN DE9868'SECTION 10, TOWNSHIP 22 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM DE9868'THE INTERSECTION OF SEMORAN BOULEVARD (STATE ROAD 436) AND CURRY FORD DE9868'ROAD (COUNTY ROAD 552) ON THE SOUTHEAST SIDE OF ORLANDO, GO NORTH ON DE9868'SEMORAN BOULEVARD (STATE ROAD 436) FOR 4.2 MI (6.8 KM) TO THE MARK ON DE9868'THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 80.0 DE9868'FT (24.4 M) WITH A LOGO CAP FLUSH WITH THE GROUND AND 5.0 FT (1.5 M) DE9868'BELOW THE LEVEL OF STATE ROAD 436 THE DATUM POINT IS RECESSED 0.5 FT DE9868'(15.2 CM) BELOW THE LEVEL OF THE LOGO CAP. LOCATED 98.1 FT (29.9 M) DE9868'SOUTH OF A FLAG POLE WITH A EAGE ON TOP, 97.0 FT (29.6 M) SOUTH OF THE DE9868'CROSSROADS BUSINESS CENTER SIGN, 86.0 FT (26.2 M) EAST OF THE DE9868'APPROXIMATE CENTERLINE OF THE NORTHBOUND LANES OF STATE ROAD 436, 4.6 DE9868'FT (1.4 M) EAST OF POWER POLE NUMBER 142247 (065441-832447) AND 1.8 FT DE9868'(0.5 M) WEST OF A CARSONITE WITNESS POST. NOTE ACCESS TO DATUM POINT DE9868'IS HAD THROUGH A 5-INCH LOGO CAP. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9896 *********************************************************************** DE9896 DESIGNATION - X 440 DE9896 PID - DE9896 DE9896 STATE/COUNTY- FL/ORANGE DE9896 USGS QUAD - ORLANDO EAST (1980) DE9896 DE9896 *CURRENT SURVEY CONTROL DE9896 ___________________________________________________________________ DE9896* NAD 83(1986)- 28 36 02. (N) 081 19 41. (W) SCALED DE9896* NAVD 88 - 29.693 (meters) 97.42 (feet) ADJUSTED DE9896 ___________________________________________________________________ DE9896 GEOID HEIGHT- -27.71 (meters) GEOID99 DE9896 DYNAMIC HT - 29.651 (meters) 97.28 (feet) COMP DE9896 MODELED GRAV- 979,214.6 (mgal) NAVD 88 DE9896 DE9896 VERT ORDER - SECOND CLASS I DE9896 DE9896.The horizontal coordinates were scaled from a topographic map and have DE9896.an estimated accuracy of +/- 6 seconds. DE9896 DE9896.The orthometric height was determined by differential leveling DE9896.and adjusted by the National Geodetic Survey in November 2003. DE9896 DE9896.The geoid height was determined by GEOID99. DE9896 DE9896.The dynamic height is computed by dividing the NAVD 88 DE9896.geopotential number by the normal gravity value computed on the DE9896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9896.degrees latitude (g = 980.6199 gals.). DE9896 DE9896.The modeled gravity was interpolated from observed gravity values. DE9896 DE9896; North East Units Estimated Accuracy DE9896;SPC FL E - 472,810. 167,910. MT (+/- 180 meters Scaled) DE9896 DE9896 SUPERSEDED SURVEY CONTROL DE9896 DE9896.No superseded survey control is available for this station. DE9896 DE9896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM679637(NAD 83) DE9896_MARKER: DV = VERTICAL CONTROL DISK DE9896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9896_STAMPING: X 440 1997 DE9896_MARK LOGO: NGS DE9896_MAGNETIC: N = NO MAGNETIC MATERIAL DE9896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9896+STABILITY: SURFACE MOTION DE9896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE9896+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9896 DE9896 HISTORY - Date Condition Report By DE9896 HISTORY - 1997 MONUMENTED FLDEP DE9896 DE9896 STATION DESCRIPTION DE9896 DE9896'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM) DE9896'THE MARK IS IN WINTER PARK, ABOUT 10.0 MI (16.1 KM) SOUTHWEST OF DE9896'OVIEDO IN SECTION 5, TOWNSHIP 22 SOUTH, RANGE 30 EAST. TO REACH THE DE9896'MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, 92 AND STATE ROAD 426 DE9896'IN WINTER PARK, GO EAST ON STATE ROAD 426 FOR 2.55 MI (4.10 KM) TO THE DE9896'INTERSECTION OF LAKEMONT AVENUE AND THE MARK ON THE LEFT, SET IN THE DE9896'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH DE9896'STATE ROAD 426. LOCATED 76.3 FT (23.3 M) WEST OF THE APPROXIMATE DE9896'CENTERLINE OF LAKEMONT AVENUE, 41.3 FT (12.6 M) NORTH OF THE DE9896'CENTERLINE OF THE WESTBOUND LANES OF STATE ROAD 426, 6.3 FT (1.9 M) DE9896'EAST OF A 24-INCH OAK TREE AND 2.0 FT (0.6 M) SOUTH OF A CARSONITE DE9896'WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9869 *********************************************************************** DE9869 DESIGNATION - X 453 DE9869 PID - DE9869 DE9869 STATE/COUNTY- FL/ORANGE DE9869 USGS QUAD - ORLANDO EAST (1980) DE9869 DE9869 *CURRENT SURVEY CONTROL DE9869 ___________________________________________________________________ DE9869* NAD 83(1986)- 28 35 48. (N) 081 18 25. (W) SCALED DE9869* NAVD 88 - 27.686 (meters) 90.83 (feet) ADJUSTED DE9869 ___________________________________________________________________ DE9869 GEOID HEIGHT- -27.74 (meters) GEOID99 DE9869 DYNAMIC HT - 27.647 (meters) 90.71 (feet) COMP DE9869 MODELED GRAV- 979,214.6 (mgal) NAVD 88 DE9869 DE9869 VERT ORDER - SECOND CLASS I DE9869 DE9869.The horizontal coordinates were scaled from a topographic map and have DE9869.an estimated accuracy of +/- 6 seconds. DE9869 DE9869.The orthometric height was determined by differential leveling DE9869.and adjusted by the National Geodetic Survey in November 2003. DE9869 DE9869.The geoid height was determined by GEOID99. DE9869 DE9869.The dynamic height is computed by dividing the NAVD 88 DE9869.geopotential number by the normal gravity value computed on the DE9869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9869.degrees latitude (g = 980.6199 gals.). DE9869 DE9869.The modeled gravity was interpolated from observed gravity values. DE9869 DE9869; North East Units Estimated Accuracy DE9869;SPC FL E - 472,370. 169,980. MT (+/- 180 meters Scaled) DE9869 DE9869 SUPERSEDED SURVEY CONTROL DE9869 DE9869.No superseded survey control is available for this station. DE9869 DE9869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM699633(NAD 83) DE9869_MARKER: DV = VERTICAL CONTROL DISK DE9869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9869_STAMPING: X 453 1997 DE9869_MARK LOGO: NGS DE9869_MAGNETIC: N = NO MAGNETIC MATERIAL DE9869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9869+STABILITY: SURFACE MOTION DE9869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9869+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9869 DE9869 HISTORY - Date Condition Report By DE9869 HISTORY - 1997 MONUMENTED FLDEP DE9869 DE9869 STATION DESCRIPTION DE9869 DE9869'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ) DE9869'THE MARK IS ABOUT 5.0 MI (8.0 KM) SOUTH OF CASSELBERRY, 4.0 MI (6.4 DE9869'KM) SOUTHEAST OF WINTER PARK ON STATE ROAD 436 (SEMORAN BOULEVARD) IN DE9869'SECTION 10, TOWNSHIP 22 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM DE9869'THE INTERSECTION OF SEMORAN BOULEVARD (STATE ROAD 436) AND CURRY FORD DE9869'ROAD (COUNTY ROAD 552) ON THE SOUTHEAST SIDE OF ORLANDO, GO NORTH ON DE9869'SEMORAN BOULEVARD (STATE ROAD 436) FOR 5.15 MI (8.29 KM) TO THE MARK DE9869'ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH DE9869'THE GROUND AND 0.3 FT (9.1 CM) ABOVE THE LEVEL OF STATE ROAD 436. THE DE9869'MARK CAN ALSO BE REACHED FROM THE INTERSECTION OF U.S. HIGHWAYS 17, 92 DE9869'(DIXIE HIGHWAY) AND STATE ROAD 436 (SEMORAN BOULEVARD) ON THE DE9869'SOUTHWEST SIDE OF CASSELBERRY, GO SOUTHWEST ON STATE ROAD 436 (SEMORAN DE9869'BOULEVARD) FOR 5.1 MI (8.2 KM) TO THE JUNCTION OF UNIVERSITY BOULEVARD DE9869'AND THE MARK ON THE LEFT. LOCATED 78.0 FT (23.8 M) EAST OF THE DE9869'APPROXIMATE CENTERLINE OF STATE ROAD 436, 40.2 FT (12.3 M) SOUTH OF DE9869'THE APPROXIMATE CENTERLINE OF UNIVERSITY BOULEVARD AND 2.0 FT (0.6 M) DE9869'SOUTH OF A CONCRETE TRAFFIC WALKWAY POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9844 *********************************************************************** DE9844 DESIGNATION - X 456 DE9844 PID - DE9844 DE9844 STATE/COUNTY- FL/ORANGE DE9844 USGS QUAD - OVIEDO SW (1980) DE9844 DE9844 *CURRENT SURVEY CONTROL DE9844 ___________________________________________________________________ DE9844* NAD 83(1986)- 28 33 56. (N) 081 09 14. (W) SCALED DE9844* NAVD 88 - 12.709 (meters) 41.70 (feet) ADJUSTED DE9844 ___________________________________________________________________ DE9844 GEOID HEIGHT- -27.95 (meters) GEOID99 DE9844 DYNAMIC HT - 12.690 (meters) 41.63 (feet) COMP DE9844 MODELED GRAV- 979,205.4 (mgal) NAVD 88 DE9844 DE9844 VERT ORDER - SECOND CLASS I DE9844 DE9844.The horizontal coordinates were scaled from a topographic map and have DE9844.an estimated accuracy of +/- 6 seconds. DE9844 DE9844.The orthometric height was determined by differential leveling DE9844.and adjusted by the National Geodetic Survey in November 2003. DE9844 DE9844.The geoid height was determined by GEOID99. DE9844 DE9844.The dynamic height is computed by dividing the NAVD 88 DE9844.geopotential number by the normal gravity value computed on the DE9844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9844.degrees latitude (g = 980.6199 gals.). DE9844 DE9844.The modeled gravity was interpolated from observed gravity values. DE9844 DE9844; North East Units Estimated Accuracy DE9844;SPC FL E - 468,890. 184,940. MT (+/- 180 meters Scaled) DE9844 DE9844 SUPERSEDED SURVEY CONTROL DE9844 DE9844.No superseded survey control is available for this station. DE9844 DE9844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM849598(NAD 83) DE9844_MARKER: DV = VERTICAL CONTROL DISK DE9844_SETTING: 38 = BRIDGE ABUTMENT DE9844_STAMPING: X 456 1997 DE9844_MARK LOGO: NGS DE9844_MAGNETIC: N = NO MAGNETIC MATERIAL DE9844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE9844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9844+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9844 DE9844 HISTORY - Date Condition Report By DE9844 HISTORY - 1997 MONUMENTED FLDEP DE9844 DE9844 STATION DESCRIPTION DE9844 DE9844'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM) DE9844'THE MARK IS ABOUT 15.3 MI (24.6 KM) EAST OF ORLANDO, 1.5 MI (2.4 KM) DE9844'WEST OF BITHLO ON THE NORTH SIDE OF STATE ROAD 50 (COLONIAL DRIVE) IN DE9844'SECTION 19, TOWNSHIP 22 SOUTH, RANGE 32 EAST. TO REACH THE MARK FROM DE9844'THE JUNCTION OF STATE ROAD 50 (COLONIAL DRIVE) AND STATE ROAD 419 DE9844'(CHULUOTA ROAD) ON THE WEST SIDE OF BITHLO, GO WEST ON STATE ROAD 50 DE9844'(COLONIAL DRIVE) FOR 1.5 MI (2.4 KM) TO THE NORTHWEST END OF THE DE9844'BRIDGE OVER ECONLOCKHATCHEE RIVER AND THE MARK ON THE RIGHT, SET IN DE9844'THE TOP OF THE NORTHWEST ABUTMENT, 2.0 FT (0.6 M) BELOW THE LEVEL OF DE9844'STATE ROAD 50. LOCATED 17.5 FT (5.3 M) NORTH OF THE CENTERLINE OF THE DE9844'WESTBOUND LANES OF STATE ROAD 50 AND 0.8 FT (24.4 CM) SOUTH OF THE DE9844'NORTH END OF THE BRIDGE ABUTMENT. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9897 *********************************************************************** DE9897 DESIGNATION - Y 440 DE9897 PID - DE9897 DE9897 STATE/COUNTY- FL/ORANGE DE9897 USGS QUAD - ORLANDO EAST (1980) DE9897 DE9897 *CURRENT SURVEY CONTROL DE9897 ___________________________________________________________________ DE9897* NAD 83(1986)- 28 35 47. (N) 081 20 24. (W) SCALED DE9897* NAVD 88 - 21.572 (meters) 70.77 (feet) ADJUSTED DE9897 ___________________________________________________________________ DE9897 GEOID HEIGHT- -27.69 (meters) GEOID99 DE9897 DYNAMIC HT - 21.541 (meters) 70.67 (feet) COMP DE9897 MODELED GRAV- 979,213.5 (mgal) NAVD 88 DE9897 DE9897 VERT ORDER - SECOND CLASS I DE9897 DE9897.The horizontal coordinates were scaled from a topographic map and have DE9897.an estimated accuracy of +/- 6 seconds. DE9897 DE9897.The orthometric height was determined by differential leveling DE9897.and adjusted by the National Geodetic Survey in November 2003. DE9897 DE9897.The geoid height was determined by GEOID99. DE9897 DE9897.The dynamic height is computed by dividing the NAVD 88 DE9897.geopotential number by the normal gravity value computed on the DE9897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9897.degrees latitude (g = 980.6199 gals.). DE9897 DE9897.The modeled gravity was interpolated from observed gravity values. DE9897 DE9897; North East Units Estimated Accuracy DE9897;SPC FL E - 472,350. 166,750. MT (+/- 180 meters Scaled) DE9897 DE9897 SUPERSEDED SURVEY CONTROL DE9897 DE9897.No superseded survey control is available for this station. DE9897 DE9897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM667633(NAD 83) DE9897_MARKER: F = FLANGE-ENCASED ROD DE9897_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DE9897_STAMPING: Y 440 1997 DE9897_MARK LOGO: NGS DE9897_PROJECTION: FLUSH DE9897_MAGNETIC: N = NO MAGNETIC MATERIAL DE9897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE9897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9897+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9897_ROD/PIPE-DEPTH: 14.1 meters DE9897 DE9897 HISTORY - Date Condition Report By DE9897 HISTORY - 1997 MONUMENTED FLDEP DE9897 DE9897 STATION DESCRIPTION DE9897 DE9897'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM) DE9897'THE MARK IS IN WINTER PARK, ABOUT 11.0 MI (17.7 KM) SOUTHWEST OF DE9897'OVIEDO IN SECTION 8, TOWNSHIP 22 SOUTH, RANGE 30 EAST. TO REACH THE DE9897'MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, 92 AND STATE ROAD 426 DE9897'IN WINTER PARK, GO EAST ON STATE ROAD 426 FOR 1.6 MI (2.6 KM) TO THE DE9897'MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH DE9897'OF 46.2 FT (14.1 M) WITH A LOGO CAP FLUSH WITH THE GROUND AND 0.6 FT DE9897'(18.3 CM) ABOVE THE LEVEL OF STATE ROAD 426, THE DATUM POINT IS DE9897'RECESSED 0.3 FT (9.1 CM) BELOW THE LEVEL OF THE LOGO CAP. LOCATED 21.0 DE9897'FT (6.4 M) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF STATE DE9897'ROAD 426, 8.4 FT (2.6 M) NORTHEAST OF THE NORTHEAST CORNER OF A 5.0 FT DE9897'(1.5 M) HIGH WALL, 4.5 FT (1.4 M) EAST OF A 10-INCH ALUMINUM LIGHT DE9897'POLE, 1.6 FT (0.5 M) SOUTHEAST OF THE SOUTHEAST END OF THE SIDEWALK DE9897'AND 1.0 FT (0.3 M) NORTHWEST OF A CARSONITE WITNESS POST. NOTE ACCESS DE9897'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9845 *********************************************************************** DE9845 DESIGNATION - Y 456 DE9845 PID - DE9845 DE9845 STATE/COUNTY- FL/ORANGE DE9845 USGS QUAD - OVIEDO SW (1980) DE9845 DE9845 *CURRENT SURVEY CONTROL DE9845 ___________________________________________________________________ DE9845* NAD 83(1986)- 28 33 55. (N) 081 11 10. (W) SCALED DE9845* NAVD 88 - 17.566 (meters) 57.63 (feet) ADJUSTED DE9845 ___________________________________________________________________ DE9845 GEOID HEIGHT- -27.92 (meters) GEOID99 DE9845 DYNAMIC HT - 17.541 (meters) 57.55 (feet) COMP DE9845 MODELED GRAV- 979,205.1 (mgal) NAVD 88 DE9845 DE9845 VERT ORDER - SECOND CLASS I DE9845 DE9845.The horizontal coordinates were scaled from a topographic map and have DE9845.an estimated accuracy of +/- 6 seconds. DE9845 DE9845.The orthometric height was determined by differential leveling DE9845.and adjusted by the National Geodetic Survey in November 2003. DE9845 DE9845.The geoid height was determined by GEOID99. DE9845 DE9845.The dynamic height is computed by dividing the NAVD 88 DE9845.geopotential number by the normal gravity value computed on the DE9845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9845.degrees latitude (g = 980.6199 gals.). DE9845 DE9845.The modeled gravity was interpolated from observed gravity values. DE9845 DE9845; North East Units Estimated Accuracy DE9845;SPC FL E - 468,870. 181,790. MT (+/- 180 meters Scaled) DE9845 DE9845 SUPERSEDED SURVEY CONTROL DE9845 DE9845.No superseded survey control is available for this station. DE9845 DE9845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM817598(NAD 83) DE9845_MARKER: DV = VERTICAL CONTROL DISK DE9845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9845_STAMPING: Y 456 1997 DE9845_MARK LOGO: NGS DE9845_MAGNETIC: N = NO MAGNETIC MATERIAL DE9845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9845+STABILITY: SURFACE MOTION DE9845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9845+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9845 DE9845 HISTORY - Date Condition Report By DE9845 HISTORY - 1997 MONUMENTED FLDEP DE9845 DE9845 STATION DESCRIPTION DE9845 DE9845'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM) DE9845'THE MARK IS ABOUT 13.2 MI (21.2 KM) EAST OF ORLANDO, 4.0 MI (6.4 KM) DE9845'WEST OF BITHLO ON THE NORTH SIDE OF STATE ROAD 50 (COLONIAL DRIVE) IN DE9845'SECTION 23, TOWNSHIP 22 SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM DE9845'THE JUNCTION OF STATE ROAD 50 (COLONIAL DRIVE) AND STATE ROAD 419 DE9845'(CHULUOTA ROAD) ON THE WEST SIDE OF BITHLO, GO WEST ON STATE ROAD 50 DE9845'(COLONIAL DRIVE) FOR 3.55 MI (5.71 KM) TO THE JUNCTION OF BONNEVILLE DE9845'ROAD ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND DE9845'CONCRETE MONUMENT, RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE DE9845'GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE ROAD 50. THE MARK DE9845'CAN ALSO BE REACHED FROM THE POST OFFICE IN UNION PARK, AT THE DE9845'INTERSECTION OF ECONLECKHATCHEE TRAIL AND STATE ROAD 50 (EAST COLONIAL DE9845'DRIVE), GO EAST ON STATE ROAD 50 (EAST COLONIAL DRIVE) FOR 4.1 MI (6.6 DE9845'KM) TO THE JUNCTION OF BONNEVILLE ROAD ON THE LEFT AND THE MARK ON THE DE9845'LEFT. LOCATED 69.4 FT (21.2 M) NORTH OF THE WESTBOUND LANES OF STATE DE9845'ROAD 50, 52.0 FT (15.8 M) WEST OF THE APPROXIMTE CENTERLINE OF DE9845'BONNEVILLE DRIVE, 4.0 FT (1.2 M) NORTHEAST OF THE SOUTHEAST CORNER OF DE9845'A BLOCK WALL AND 1.2 FT (0.4 M) EAST OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9898 *********************************************************************** DE9898 DESIGNATION - Z 440 DE9898 PID - DE9898 DE9898 STATE/COUNTY- FL/ORANGE DE9898 USGS QUAD - ORLANDO EAST (1980) DE9898 DE9898 *CURRENT SURVEY CONTROL DE9898 ___________________________________________________________________ DE9898* NAD 83(1986)- 28 35 43. (N) 081 20 45. (W) SCALED DE9898* NAVD 88 - 26.985 (meters) 88.53 (feet) ADJUSTED DE9898 ___________________________________________________________________ DE9898 GEOID HEIGHT- -27.69 (meters) GEOID99 DE9898 DYNAMIC HT - 26.946 (meters) 88.41 (feet) COMP DE9898 MODELED GRAV- 979,213.1 (mgal) NAVD 88 DE9898 DE9898 VERT ORDER - SECOND CLASS I DE9898 DE9898.The horizontal coordinates were scaled from a topographic map and have DE9898.an estimated accuracy of +/- 6 seconds. DE9898 DE9898.The orthometric height was determined by differential leveling DE9898.and adjusted by the National Geodetic Survey in November 2003. DE9898 DE9898.The geoid height was determined by GEOID99. DE9898 DE9898.The dynamic height is computed by dividing the NAVD 88 DE9898.geopotential number by the normal gravity value computed on the DE9898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9898.degrees latitude (g = 980.6199 gals.). DE9898 DE9898.The modeled gravity was interpolated from observed gravity values. DE9898 DE9898; North East Units Estimated Accuracy DE9898;SPC FL E - 472,230. 166,170. MT (+/- 180 meters Scaled) DE9898 DE9898 SUPERSEDED SURVEY CONTROL DE9898 DE9898.No superseded survey control is available for this station. DE9898 DE9898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM661631(NAD 83) DE9898_MARKER: DV = VERTICAL CONTROL DISK DE9898_SETTING: 31 = STORM DRAIN DE9898_STAMPING: Z 440 1997 DE9898_MARK LOGO: NGS DE9898_MAGNETIC: N = NO MAGNETIC MATERIAL DE9898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE9898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9898+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9898 DE9898 HISTORY - Date Condition Report By DE9898 HISTORY - 1997 MONUMENTED FLDEP DE9898 DE9898 STATION DESCRIPTION DE9898 DE9898'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM) DE9898'THE MARK IS ABOUT 10.4 MI (16.7 KM) SOUTHWEST OF OVIEDO, 0.9 MI (1.4 DE9898'KM) NORTHEAST OF WINTER PARK ON STATE ROAD 426 IN SECTION 7, TOWNSHIP DE9898'22 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM THE INTERSECTION OF DE9898'U.S. HIGHWAY 17, 92 AND STATE ROAD 426 IN WINTER PARK, GO EAST ON DE9898'STATE ROAD 426 FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF CHASE AVENUE ON DE9898'THE LEFT AND THE MARK ON THE LEFT, SET IN TOP OF A STORM DRAIN FLUSH DE9898'WITH THE GROUND AND 2.0 FT (0.6 M) BELOW THE LEVEL OF STATE ROAD 426. DE9898'LOCATED 136.2 FT (41.5 M) NORTHEAST OF THE CENTERLINE OF LYMAN AVENUE, DE9898'92.8 FT (28.3 M) SOUTHEAST OF THE MOST SOUTHEAST CORNER OF WINTER PARK DE9898'PUBLIC LIBRARY, 55.4 FT (16.9 M) WEST OF THE APPROXITAME CENTERLINE OF DE9898'CHASE AVENUE, 37.9 FT (11.6 M) NORTH-NORTHWEST OF THE CENTERLINE OF DE9898'THE WESTBOUND LANES OF STATE ROAD 426 AND 0.4 FT (12.2 CM) SOUTH OF A DE9898'CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9907 *********************************************************************** DE9907 DESIGNATION - Z 448 DE9907 PID - DE9907 DE9907 STATE/COUNTY- FL/ORANGE DE9907 USGS QUAD - ORLANDO WEST (1980) DE9907 DE9907 *CURRENT SURVEY CONTROL DE9907 ___________________________________________________________________ DE9907* NAD 83(1986)- 28 34 42. (N) 081 25 42. (W) SCALED DE9907* NAVD 88 - 29.752 (meters) 97.61 (feet) ADJUSTED DE9907 ___________________________________________________________________ DE9907 GEOID HEIGHT- -27.60 (meters) GEOID99 DE9907 DYNAMIC HT - 29.709 (meters) 97.47 (feet) COMP DE9907 MODELED GRAV- 979,208.1 (mgal) NAVD 88 DE9907 DE9907 VERT ORDER - SECOND CLASS I DE9907 DE9907.The horizontal coordinates were scaled from a topographic map and have DE9907.an estimated accuracy of +/- 6 seconds. DE9907 DE9907.The orthometric height was determined by differential leveling DE9907.and adjusted by the National Geodetic Survey in November 2003. DE9907 DE9907.The geoid height was determined by GEOID99. DE9907 DE9907.The dynamic height is computed by dividing the NAVD 88 DE9907.geopotential number by the normal gravity value computed on the DE9907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9907.degrees latitude (g = 980.6199 gals.). DE9907 DE9907.The modeled gravity was interpolated from observed gravity values. DE9907 DE9907; North East Units Estimated Accuracy DE9907;SPC FL E - 470,370. 158,100. MT (+/- 180 meters Scaled) DE9907 DE9907 SUPERSEDED SURVEY CONTROL DE9907 DE9907.No superseded survey control is available for this station. DE9907 DE9907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM581613(NAD 83) DE9907_MARKER: DD = SURVEY DISK DE9907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9907_STAMPING: Z 448 1997 DE9907_MARK LOGO: FLDNR DE9907_MAGNETIC: N = NO MAGNETIC MATERIAL DE9907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9907+STABILITY: SURFACE MOTION DE9907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9907+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9907 DE9907 HISTORY - Date Condition Report By DE9907 HISTORY - 1997 MONUMENTED FLDEP DE9907 DE9907 STATION DESCRIPTION DE9907 DE9907'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ) DE9907'THE MARK IS ABOUT 4.0 MI (6.4 KM) NORTHWEST OF ORLANDO, 4.7 MI (7.6 DE9907'KM) NORTHWEST OF WINTER PARK, 3.5 MI (5.6 KM) SOUTHWEST OF EATONVILLE DE9907'ON STATE ROAD 423 (LEE ROAD) IN SECTION 17, TOWNSHIP 22 SOUTH, RANGE DE9907'29 EAST. TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 426 DE9907'(FAIRBANKS AVENUE) AND U.S. HIGHWAYS 17, 92 (ORLANDO AVENUE) IN WINTER DE9907'PARK, GO NORTH ON U.S. HIGHWAYS 17, 92 (ORLANDO AVENUE) FOR 0.9 MI DE9907'(1.4 KM) TO THE JUNCTION OF STATE ROAD 423 (LEE ROAD) ON THE LEFT, DE9907'TURN LEFT ON STATE ROAD 423 (LEE ROAD) AND GO WEST FOR 4.9 MI (7.9 KM) DE9907'TO THE JUNCTION OF STATE ROAD 416 ON THE RIGHT, TURN RIGHT ON STATE DE9907'ROAD 416 AND GO WEST FOR 0.8 MI (1.3 KM) TO THE MARK ON THE RIGHT, SET DE9907'IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND 1.0 DE9907'FT (0.3 M) BELOW THE LEVEL OF STATE ROAD 423. LOCATED 93.5 FT (28.5 M) DE9907'WEST OF THE APPROXIMATE CENTERLINE OF THE ENTRANCE TO RUBY BUILDERS, DE9907'54.1 FT (16.5 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE ENTRANCE DE9907'TO LIL CHAMP FOOD STORE, 45.0 FT (13.7 M) EAST OF THE APPROXIMATE DE9907'CENTERLINE OF THE WESTBOUND LANES OF STATE ROAD 416, 7.3 FT (2.2 M) DE9907'SOUTH OF AN IRON FRAME BILLBOARD AND 2.6 FT (0.8 M) SOUTH OF A DE9907'CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 DE9846 *********************************************************************** DE9846 DESIGNATION - Z 456 DE9846 PID - DE9846 DE9846 STATE/COUNTY- FL/ORANGE DE9846 USGS QUAD - OVIEDO SW (1980) DE9846 DE9846 *CURRENT SURVEY CONTROL DE9846 ___________________________________________________________________ DE9846* NAD 83(1986)- 28 34 10. (N) 081 13 55. (W) SCALED DE9846* NAVD 88 - 21.847 (meters) 71.68 (feet) ADJUSTED DE9846 ___________________________________________________________________ DE9846 GEOID HEIGHT- -27.86 (meters) GEOID99 DE9846 DYNAMIC HT - 21.816 (meters) 71.57 (feet) COMP DE9846 MODELED GRAV- 979,206.9 (mgal) NAVD 88 DE9846 DE9846 VERT ORDER - SECOND CLASS I DE9846 DE9846.The horizontal coordinates were scaled from a topographic map and have DE9846.an estimated accuracy of +/- 6 seconds. DE9846 DE9846.The orthometric height was determined by differential leveling DE9846.and adjusted by the National Geodetic Survey in November 2003. DE9846 DE9846.The geoid height was determined by GEOID99. DE9846 DE9846.The dynamic height is computed by dividing the NAVD 88 DE9846.geopotential number by the normal gravity value computed on the DE9846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DE9846.degrees latitude (g = 980.6199 gals.). DE9846 DE9846.The modeled gravity was interpolated from observed gravity values. DE9846 DE9846; North East Units Estimated Accuracy DE9846;SPC FL E - 469,340. 177,310. MT (+/- 180 meters Scaled) DE9846 DE9846 SUPERSEDED SURVEY CONTROL DE9846 DE9846.No superseded survey control is available for this station. DE9846 DE9846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM773603(NAD 83) DE9846_MARKER: F = FLANGE-ENCASED ROD DE9846_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DE9846_STAMPING: Z 456 1997 DE9846_MARK LOGO: NGS DE9846_PROJECTION: FLUSH DE9846_MAGNETIC: N = NO MAGNETIC MATERIAL DE9846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE9846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9846+SATELLITE: SATELLITE OBSERVATIONS - 1997 DE9846_ROD/PIPE-DEPTH: 19.3 meters DE9846 DE9846 HISTORY - Date Condition Report By DE9846 HISTORY - 1997 MONUMENTED FLDEP DE9846 DE9846 STATION DESCRIPTION DE9846 DE9846'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM) DE9846'THE MARK IS ABOUT 10.6 MI (17.1 KM) EAST OF ORLANDO, 6.7 MI (10.8 KM) DE9846'WEST OF BITHLO ON THE SOUTH SIDE OF STATE ROAD 50 (COLONIAL DRIVE) IN DE9846'SECTION 17, TOWNSHIP 22 SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM DE9846'THE POST OFFICE IN UNION PARK, AT THE INTERSECTION OF STATE ROAD 50 DE9846'(COLONIAL DRIVE) AND ECONLOCKHATCHEE TRAIL, GO EAST ON STATE ROAD 50 DE9846'(COLONIAL DRIVE) FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF MURDOCK BLVD. DE9846'AND THE MARK ON THE RIGHT, A STAINLESS ROD DRIVEN TO REFUSAL AT A DE9846'DEPTH OF 63.3 FT (19.3 M) WITH A LOGO CAP FLUSH WITH THE GROUND AND DE9846'LEVEL WITH STATE ROAD 50, THE DATUM POINT IS RECESSED 0.4 FT (12.2 CM) DE9846'BELOW THE LEVEL OF THE LOGO CAP. LOCATED 191.5 FT (58.4 M) EAST OF THE DE9846'APPROXIMATE CENTERLINE OF MURDOCK BLVD., 100.0 FT (30.5 M) SOUTH OF DE9846'THE CENTERLINE OF STATE ROAD 50, 1.5 FT (0.5 M) WEST OF THE NORTHWEST DE9846'CORNER OF A 5.0 FT (1.5 M) TALL CHAINLINK FENCE, 1.1 FT (0.3 M) EAST DE9846'OF A CONCRETE RIGHT-A-WAY MARKER AND 1.0 FT (0.3 M) NORTH OF A DE9846'CARSONITE WITNESS POST. NOTE ACCESS TO DATUM POINT IS HAD THROUGH A DE9846'5-INCH LOGO CAP.