1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AI9142 *********************************************************************** AI9142 DESIGNATION - C 468 AI9142 PID - AI9142 AI9142 STATE/COUNTY- FL/LAKE AI9142 USGS QUAD - EUSTIS (1980) AI9142 AI9142 *CURRENT SURVEY CONTROL AI9142 ___________________________________________________________________ AI9142* NAD 83(1986)- 28 51 10. (N) 081 40 09. (W) SCALED AI9142* NAVD 88 - 40.188 (meters) 131.85 (feet) ADJUSTED AI9142 ___________________________________________________________________ AI9142 GEOID HEIGHT- -27.58 (meters) GEOID03 AI9142 DYNAMIC HT - 40.132 (meters) 131.67 (feet) COMP AI9142 MODELED GRAV- 979,236.8 (mgal) NAVD 88 AI9142 AI9142 VERT ORDER - SECOND CLASS I AI9142 AI9142.The horizontal coordinates were scaled from a topographic map and have AI9142.an estimated accuracy of +/- 6 seconds. AI9142 AI9142.The orthometric height was determined by differential leveling AI9142.and adjusted by the National Geodetic Survey in April 2001. AI9142 AI9142.The geoid height was determined by GEOID03. AI9142 AI9142.The dynamic height is computed by dividing the NAVD 88 AI9142.geopotential number by the normal gravity value computed on the AI9142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AI9142.degrees latitude (g = 980.6199 gals.). AI9142 AI9142.The modeled gravity was interpolated from observed gravity values. AI9142 AI9142; North East Units Estimated Accuracy AI9142;SPC FL E - 500,900. 134,710. MT (+/- 180 meters Scaled) AI9142 AI9142 SUPERSEDED SURVEY CONTROL AI9142 AI9142.No superseded survey control is available for this station. AI9142 AI9142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM347918(NAD 83) AI9142_MARKER: F = FLANGE-ENCASED ROD AI9142_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AI9142_STAMPING: C 468 1997 AI9142_MARK LOGO: NGS AI9142_PROJECTION: FLUSH AI9142_MAGNETIC: N = NO MAGNETIC MATERIAL AI9142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI9142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI9142+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004 AI9142_ROD/PIPE-DEPTH: 24.4 meters AI9142 AI9142 HISTORY - Date Condition Report By AI9142 HISTORY - 1997 MONUMENTED FLDEP AI9142 HISTORY - 20040719 GOOD FLDEP AI9142 AI9142 STATION DESCRIPTION AI9142 AI9142'DESCRIBED BY FL DEPT OF ENV PRO 1997 (LGB) AI9142'THE MARK IS IN EUSTIS, AT THE JUNCTION OF STATE ROAD 44 (ORANGE AI9142'AVENUE) AND OAK COURT, IN SECTION 12, TOWNSHIP 19 SOUTH, RANGE 26 AI9142'EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 AI9142'(NORTHBOUND) AND STATE ROAD 44 (ORANGE AVENUE) IN EUSTIS, GO EAST OF AI9142'ON STATE ROAD 44 (ORANGE AVENUE) FOR 1.0 MI (1.6 KM) TO THE JUNCTION AI9142'OF OAK COURT AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN AI9142'TO A DEPTH OF 80.0 FT (24.4 M) WITH A LOGO CAP SET FLUSH WITH THE AI9142'GROUND AND ABOUT 0.5 FT (15.2 CM) ABOVE THE LEVEL OF OAK COURT, THE AI9142'DATUM POINT IS RECESSED 0.3 FT (9.1 CM) BELOW THE LEVEL OF THE LOGO AI9142'CAP. LOCATED 16.5 FT (5.0 M) SOUTH OF THE NORTH END OF THE MEDIAN, 6.8 AI9142'FT (2.1 M) WEST OF THE WEST EDGE OF OAK COURT NORTHBOUND, 6.6 FT (2.0 AI9142'M) EAST OF THE EAST EDGE OF OAK COURT SOUTHBOUND AND 3.0 FT (0.9 M) AI9142'SOUTH OF A CARSONITE WITNESS POST. NOTE ACCESS TO THE DATUM POINT IS AI9142'HAD THROUGH A 5-INCH LOGO CAP. AI9142 AI9142 STATION RECOVERY (2004) AI9142 AI9142'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM) AI9142'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AK0022 *********************************************************************** AK0022 DESIGNATION - C 58 RESET AK0022 PID - AK0022 AK0022 STATE/COUNTY- FL/LAKE AK0022 USGS QUAD - EUSTIS (1980) AK0022 AK0022 *CURRENT SURVEY CONTROL AK0022 ___________________________________________________________________ AK0022* NAD 83(1986)- 28 51 11. (N) 081 41 09. (W) SCALED AK0022* NAVD 88 - 20.225 (meters) 66.35 (feet) ADJUSTED AK0022 ___________________________________________________________________ AK0022 GEOID HEIGHT- -27.57 (meters) GEOID03 AK0022 DYNAMIC HT - 20.196 (meters) 66.26 (feet) COMP AK0022 MODELED GRAV- 979,236.5 (mgal) NAVD 88 AK0022 AK0022 VERT ORDER - SECOND CLASS I AK0022 AK0022.The horizontal coordinates were scaled from a topographic map and have AK0022.an estimated accuracy of +/- 6 seconds. AK0022 AK0022.The orthometric height was determined by differential leveling AK0022.and adjusted by the National Geodetic Survey in September 1996. AK0022 AK0022.The geoid height was determined by GEOID03. AK0022 AK0022.The dynamic height is computed by dividing the NAVD 88 AK0022.geopotential number by the normal gravity value computed on the AK0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AK0022.degrees latitude (g = 980.6199 gals.). AK0022 AK0022.The modeled gravity was interpolated from observed gravity values. AK0022 AK0022; North East Units Estimated Accuracy AK0022;SPC FL E - 500,940. 133,080. MT (+/- 180 meters Scaled) AK0022 AK0022 SUPERSEDED SURVEY CONTROL AK0022 AK0022 NGVD 29 (??/??/??) 20.50 (m) 67.3 (f) RESET 3 AK0022 AK0022.Superseded values are not recommended for survey control. AK0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AK0022.See file dsdata.txt to determine how the superseded data were derived. AK0022 AK0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM331918(NAD 83) AK0022_MARKER: DB = BENCH MARK DISK AK0022_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND AK0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT AK0022_STAMPING: C 58 RESET 1962 AK0022_MARK LOGO: CGS AK0022_PROJECTION: FLUSH AK0022_MAGNETIC: N = NO MAGNETIC MATERIAL AK0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AK0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AK0022+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004 AK0022 AK0022 HISTORY - Date Condition Report By AK0022 HISTORY - 1962 MONUMENTED CGS AK0022 HISTORY - 1974 GOOD NGS AK0022 HISTORY - 1985 GOOD LOCSUR AK0022 HISTORY - 19940213 GOOD NGS AK0022 HISTORY - 19971117 GOOD FLDEP AK0022 HISTORY - 20040719 GOOD FLDEP AK0022 AK0022 STATION DESCRIPTION AK0022 AK0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 AK0022'AT EUSTIS. AK0022'LOCATED IN DOWNTOWN EUSTIS, AT THE NORTHWEST CORNER OF PARKING AK0022'LOT FOR THE FIRST NATIONAL BANK, 58.5 FEET SOUTHEAST OF A LARGE AK0022'POWER LINE POLE NUMBERED 301, 39 FEET SOUTH-SOUTHWEST OF THE AK0022'SOUTHWEST CORNER OF THE BANK BUILDING, 38 FEET EAST-SOUTHEAST AK0022'OF THE SOUTHWEST CORNER OF A DRIVE-IN TELLER BUILDING, 16.5 FEET AK0022'EAST OF THE EAST RAIL OF THE RAILROAD TRACK, 1.9 FEET NORTHEAST OF AK0022'A METAL WITNESS POST, 1.3 FEET WEST OF THE WEST EDGE OF THE AK0022'PARKING LOT AND A DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE AK0022'MONUMENT THAT PROJECTS 2-INCHES ABOVE THE GROUND SURFACE. AK0022 AK0022 STATION RECOVERY (1985) AK0022 AK0022'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 AK0022'LOCATED IN BACK OF THE PARKING LOT OF BARNETT BANK 19.0' SOUTHWEST OF AK0022'SOUTHWEST CORNER OF BANK, AT THE BACK OF A CONCRETE CURB. 57.4' AK0022'SOUTHEAST OF POWER POLE LE 30, TELEGRAPH POLE AND POWER POLE 54 HAVE AK0022'BEEN REMOVED. WITNESS POST IS 1.0' WEST OF MARK. BUILDINGS HAS BEEN AK0022'REMODELED WITH ADDITION SOUTH OF EXISTINS BUILDING. CAR TELLER WINDOW AK0022'REMOVED. AK0022 AK0022 STATION RECOVERY (1994) AK0022 AK0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RLT) AK0022'THE MARK IS IN DOWNTOWN EUSTIS, IN A FLOWER BED IN THE PARKING LOT FOR AK0022'THE BARNETT BANK IN SECTION 11, TOWNSHIP 19 SOUTH, RANGE 26 EAST. THE AK0022'MARK IS IN EUSTIS NEAR THE INTERSECTION OF ORANGE AVENUE AND BAY AK0022'STREET (A ONE-WAY STREET GOING SOUTH) , IN THE NORTHWEST CORNER OF THE AK0022'PARKING LOT FOR THE BARNETT BANK SET IN THE TOP OF A SQUARE AK0022'PREFABRICATED CONCRETE POST RECESSED 0.3 FT (9.1 CM) BELOW THE LEVEL AK0022'OF THE FLOWER BED. LOCATED 141.7 FT (43.2 M) NORTH OF THE APPROXIMATE AK0022'CENTERLINE OF ORANGE AVENUE, 124.8 FT (38.0 M) WEST OF THE APPROXIMATE AK0022'CENTERLINE OF STATE ROAD 19, 62.0 FT (18.9 M) EAST OF THE APPROXIMATE AK0022'CENTERLINE OF FERRAN PARK DRIVE, 57.0 FT (17.4 M) SOUTHEAST OF A POWER AK0022'POLE NUMBER LE 301 WITH A LIGHT ATTACHED, 19.0 FT (5.8 M) SOUTHWEST OF AK0022'THE SOUTHWEST CORNER OF THE BARNETT BANK BUILDING, 16.3 FT (5.0 M) AK0022'EAST-SOUTHEAST OF THE SOUTHEAST RAIL OF THE RAILROAD TRACKS AND 1.3 FT AK0022'(0.4 M) EAST OF A METAL WITNESS POST. AK0022 AK0022 STATION RECOVERY (1997) AK0022 AK0022'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (LGB) AK0022'RECOVERED AS DESCRIBED. AK0022 AK0022 STATION RECOVERY (2004) AK0022 AK0022'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM) AK0022'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AI9143 *********************************************************************** AI9143 DESIGNATION - D 468 AI9143 PID - AI9143 AI9143 STATE/COUNTY- FL/LAKE AI9143 USGS QUAD - EUSTIS (1980) AI9143 AI9143 *CURRENT SURVEY CONTROL AI9143 ___________________________________________________________________ AI9143* NAD 83(1986)- 28 51 10. (N) 081 39 10. (W) SCALED AI9143* NAVD 88 - 47.457 (meters) 155.70 (feet) ADJUSTED AI9143 ___________________________________________________________________ AI9143 GEOID HEIGHT- -27.59 (meters) GEOID03 AI9143 DYNAMIC HT - 47.391 (meters) 155.48 (feet) COMP AI9143 MODELED GRAV- 979,237.1 (mgal) NAVD 88 AI9143 AI9143 VERT ORDER - SECOND CLASS I AI9143 AI9143.The horizontal coordinates were scaled from a topographic map and have AI9143.an estimated accuracy of +/- 6 seconds. AI9143 AI9143.The orthometric height was determined by differential leveling AI9143.and adjusted by the National Geodetic Survey in April 2001. AI9143 AI9143.The geoid height was determined by GEOID03. AI9143 AI9143.The dynamic height is computed by dividing the NAVD 88 AI9143.geopotential number by the normal gravity value computed on the AI9143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AI9143.degrees latitude (g = 980.6199 gals.). AI9143 AI9143.The modeled gravity was interpolated from observed gravity values. AI9143 AI9143; North East Units Estimated Accuracy AI9143;SPC FL E - 500,890. 136,310. MT (+/- 180 meters Scaled) AI9143 AI9143 SUPERSEDED SURVEY CONTROL AI9143 AI9143.No superseded survey control is available for this station. AI9143 AI9143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM363918(NAD 83) AI9143_MARKER: DD = SURVEY DISK AI9143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI9143_STAMPING: D 468 1997 AI9143_MARK LOGO: FLDEP AI9143_PROJECTION: FLUSH AI9143_MAGNETIC: N = NO MAGNETIC MATERIAL AI9143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI9143+STABILITY: SURFACE MOTION AI9143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI9143+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004 AI9143 AI9143 HISTORY - Date Condition Report By AI9143 HISTORY - 1997 MONUMENTED FLDEP AI9143 HISTORY - 20040719 GOOD FLDEP AI9143 AI9143 STATION DESCRIPTION AI9143 AI9143'DESCRIBED BY FL DEPT OF ENV PRO 1997 (LGB) AI9143'THE MARK IS ABOUT 2.0 MI (3.2 KM) EAST OF EUSTIS, ON THE SOUTH SIDE OF AI9143'STATE ROAD 44 AT THE JUNCTION OF COUNTY R0AD 44A, IN SECTION 7, AI9143'TOWNSHIP 19 SOUTH, RANGE 27 EAST. TO REACH THE MARK FROM THE AI9143'INTERSECTION U.S. HIGHWAY 19 (NORTHBOUND) AND STATE ROAD 44 (ORANGE AI9143'AVENUE) IN EUSTIS, GO EAST ON STATE ROAD 44 FOR 1.95 TO THE JUNCTION AI9143'OF COUNTY ROAD 44A ON THE LEFT AND THE MARK ON THE RIGHT, SET IN THE AI9143'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 1.0 AI9143'FT (0.3 M) ABOVE THE LEVEL OF STATE ROAD 44. LOCATED 2.5 FT (0.8 M) AI9143'SOUTH OF A WOODEN POWER POLE NUMBER 131095-074280, 2.0 FT (0.6 M) AI9143'NORTH OF A BARBED WIRE FENCE AND A CARSONITE WITNESS POST. AI9143 AI9143 STATION RECOVERY (2004) AI9143 AI9143'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM) AI9143'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DG5461 *********************************************************************** DG5461 DESIGNATION - E 494 DG5461 PID - DG5461 DG5461 STATE/COUNTY- FL/LAKE DG5461 USGS QUAD - PINE LAKES (1988) DG5461 DG5461 *CURRENT SURVEY CONTROL DG5461 ___________________________________________________________________ DG5461* NAD 83(1986)- 28 52 56. (N) 081 28 48. (W) SCALED DG5461* NAVD 88 - 19.263 (meters) 63.20 (feet) ADJUSTED DG5461 ___________________________________________________________________ DG5461 GEOID HEIGHT- -27.76 (meters) GEOID03 DG5461 DYNAMIC HT - 19.236 (meters) 63.11 (feet) COMP DG5461 MODELED GRAV- 979,240.7 (mgal) NAVD 88 DG5461 DG5461 VERT ORDER - SECOND CLASS I DG5461 DG5461.The horizontal coordinates were scaled from a topographic map and have DG5461.an estimated accuracy of +/- 6 seconds. DG5461 DG5461.The orthometric height was determined by differential leveling DG5461.and adjusted by the National Geodetic Survey in August 2004. DG5461 DG5461.The geoid height was determined by GEOID03. DG5461 DG5461.The dynamic height is computed by dividing the NAVD 88 DG5461.geopotential number by the normal gravity value computed on the DG5461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG5461.degrees latitude (g = 980.6199 gals.). DG5461 DG5461.The modeled gravity was interpolated from observed gravity values. DG5461 DG5461; North East Units Estimated Accuracy DG5461;SPC FL E - 504,070. 153,180. MT (+/- 180 meters Scaled) DG5461 DG5461 SUPERSEDED SURVEY CONTROL DG5461 DG5461.No superseded survey control is available for this station. DG5461 DG5461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM531950(NAD 83) DG5461_MARKER: DD = SURVEY DISK DG5461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG5461_STAMPING: E 494 2000 DG5461_MARK LOGO: FLDEP DG5461_PROJECTION: FLUSH DG5461_MAGNETIC: N = NO MAGNETIC MATERIAL DG5461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG5461+STABILITY: SURFACE MOTION DG5461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG5461+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004 DG5461 DG5461 HISTORY - Date Condition Report By DG5461 HISTORY - 2000 MONUMENTED FLDEP DG5461 HISTORY - 20040719 GOOD FLDEP DG5461 DG5461 STATION DESCRIPTION DG5461 DG5461'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM) DG5461'THE MARK IS ABOUT 14.8 MI (23.8 KM) WEST OF DELAND, 13.2 MI (21.2 KM) DG5461'EAST OF EUSTIS, IN SECTION 35, TOWNSHIP 18 SOUTH, RANGE 28 EAST. TO DG5461'REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (NORTHBOUND) DG5461'AND STATE ROAD 44 (ORANGE AVENUE) IN EUSTIS, GO EAST ON STATE ROAD 44 DG5461'(ORANGE AVENUE) FOR 8.1 MI (13.0 KM) TO THE INTERSECTION OF COUNTY DG5461'ROAD 437, CONTINUE EAST ON STATE ROAD 44 FOR 5.05 MI (8.13 KM) TO THE DG5461'MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH DG5461'WITH THE GROUND AND LEVEL WITH STATE ROAD 44. LOCATED 156.5 FT (47.7 DG5461'M) NORTH OF THE APPROXIMATE CENTERLINE OF GODWIN ROAD, 49.3 FT (15.0 DG5461'M) EAST OF THE CENTERLINE OF STATE ROAD 44, 1.9 FT (0.6 M) WEST OF A DG5461'HOG WIRE FENCE, 1.6 FT (0.5 M) SOUTH OF A RIGHT-OF-WAY MARKER AND 0.6 DG5461'FT (18.3 CM) WEST OF A CARSONITE WITNESS POST. DG5461 DG5461 STATION RECOVERY (2004) DG5461 DG5461'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM) DG5461'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DG5462 *********************************************************************** DG5462 DESIGNATION - F 494 DG5462 PID - DG5462 DG5462 STATE/COUNTY- FL/LAKE DG5462 USGS QUAD - PINE LAKES (1988) DG5462 DG5462 *CURRENT SURVEY CONTROL DG5462 ___________________________________________________________________ DG5462* NAD 83(1986)- 28 53 21. (N) 081 27 53. (W) SCALED DG5462* NAVD 88 - 21.584 (meters) 70.81 (feet) ADJUSTED DG5462 ___________________________________________________________________ DG5462 GEOID HEIGHT- -27.78 (meters) GEOID03 DG5462 DYNAMIC HT - 21.554 (meters) 70.72 (feet) COMP DG5462 MODELED GRAV- 979,241.9 (mgal) NAVD 88 DG5462 DG5462 VERT ORDER - SECOND CLASS I DG5462 DG5462.The horizontal coordinates were scaled from a topographic map and have DG5462.an estimated accuracy of +/- 6 seconds. DG5462 DG5462.The orthometric height was determined by differential leveling DG5462.and adjusted by the National Geodetic Survey in August 2004. DG5462 DG5462.The geoid height was determined by GEOID03. DG5462 DG5462.The dynamic height is computed by dividing the NAVD 88 DG5462.geopotential number by the normal gravity value computed on the DG5462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG5462.degrees latitude (g = 980.6199 gals.). DG5462 DG5462.The modeled gravity was interpolated from observed gravity values. DG5462 DG5462; North East Units Estimated Accuracy DG5462;SPC FL E - 504,840. 154,670. MT (+/- 180 meters Scaled) DG5462 DG5462 SUPERSEDED SURVEY CONTROL DG5462 DG5462.No superseded survey control is available for this station. DG5462 DG5462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM546957(NAD 83) DG5462_MARKER: DD = SURVEY DISK DG5462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG5462_STAMPING: F 494 2000 DG5462_MARK LOGO: FLDEP DG5462_PROJECTION: FLUSH DG5462_MAGNETIC: N = NO MAGNETIC MATERIAL DG5462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG5462+STABILITY: SURFACE MOTION DG5462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG5462+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004 DG5462 DG5462 HISTORY - Date Condition Report By DG5462 HISTORY - 2000 MONUMENTED FLDEP DG5462 HISTORY - 20040719 GOOD FLDEP DG5462 DG5462 STATION DESCRIPTION DG5462 DG5462'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM) DG5462'THE MARK IS ABOUT 14.3 MI (23.0 KM) EAST OF EUSTIS, 13.7 MI (22.0 KM) DG5462'WEST OF DELAND, AT THE JUNCTION OF CASSIA CHURCH ROAD, IN SECTION 25, DG5462'TOWNSHIP 18 SOUTH, RANGE 28 EAST. TO REACH THE MARK FROM THE DG5462'INTERSECTION OF U.S. HIGHWAY 19 (NORTHBOUND) AND STATE ROAD 44 (ORANGE DG5462'AVENUE) IN EUSTIS, GO EAST ON STATE ROAD 44 (ORANGE AVENUE) FOR 8.1 MI DG5462'(13.0 KM) TO THE INTERSECTION OF COUNTY ROAD 437, CONTINUE EAST ON DG5462'STATE ROAD 44 FOR 6.15 MI (9.90 KM) TO THE JUNCTION OF CASSIA CHURCH DG5462'ROAD ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND DG5462'CONCRETE MONUMENT FLUSH WITH THE GROUND AND 2.0 FT (0.6 M) ABOVE THE DG5462'LEVEL OF STATE ROAD 44. THE MARK CAN ALSO BE REACHED FROM THE DG5462'INTERSECTION OF 15A (SPRING GARDEN AVENUE) AND STATE ROAD 44 (NEW YORK DG5462'AVENUE) IN DELAND, GO WEST ON STATE ROAD 44 (NEW YORK AVENUE) FOR 4.2 DG5462'MI (6.8 KM) TO THE JUNCTION OF COUNTY ROAD 42 ON THE RIGHT, CONTINUE DG5462'SOUTHWEST ON STATE ROAD 44 FOR 9.5 MI (15.3 KM) TO THE JUNCTION OF DG5462'CASSIA CHURCH ROAD ON THE LEFT AND THE MARK ON THE LEFT. LOCATED 93.4 DG5462'FT (28.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF CASSIA CHURCH ROAD, DG5462'58.4 FT (17.8 M) EAST OF THE CENTERLINE OF STATE ROAD 44, 1.8 FT (0.5 DG5462'M) NORTH OF THE WEST END OF A CASSIA BAPTIST CHURCH SIGN AND 0.6 FT DG5462'(18.3 CM) NORTH OF A CARSONITE WITNESS POST. DG5462 DG5462 STATION RECOVERY (2004) DG5462 DG5462'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM) DG5462'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DG5463 *********************************************************************** DG5463 DESIGNATION - G 494 DG5463 PID - DG5463 DG5463 STATE/COUNTY- FL/LAKE DG5463 USGS QUAD - PINE LAKES (1988) DG5463 DG5463 *CURRENT SURVEY CONTROL DG5463 ___________________________________________________________________ DG5463* NAD 83(1986)- 28 54 04. (N) 081 27 20. (W) SCALED DG5463* NAVD 88 - 14.132 (meters) 46.36 (feet) ADJUSTED DG5463 ___________________________________________________________________ DG5463 GEOID HEIGHT- -27.81 (meters) GEOID03 DG5463 DYNAMIC HT - 14.112 (meters) 46.30 (feet) COMP DG5463 MODELED GRAV- 979,242.2 (mgal) NAVD 88 DG5463 DG5463 VERT ORDER - SECOND CLASS I DG5463 DG5463.The horizontal coordinates were scaled from a topographic map and have DG5463.an estimated accuracy of +/- 6 seconds. DG5463 DG5463.The orthometric height was determined by differential leveling DG5463.and adjusted by the National Geodetic Survey in August 2004. DG5463 DG5463.The geoid height was determined by GEOID03. DG5463 DG5463.The dynamic height is computed by dividing the NAVD 88 DG5463.geopotential number by the normal gravity value computed on the DG5463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG5463.degrees latitude (g = 980.6199 gals.). DG5463 DG5463.The modeled gravity was interpolated from observed gravity values. DG5463 DG5463; North East Units Estimated Accuracy DG5463;SPC FL E - 506,160. 155,570. MT (+/- 180 meters Scaled) DG5463 DG5463 SUPERSEDED SURVEY CONTROL DG5463 DG5463.No superseded survey control is available for this station. DG5463 DG5463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM555971(NAD 83) DG5463_MARKER: DD = SURVEY DISK DG5463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG5463_STAMPING: G 494 2000 DG5463_MARK LOGO: FLDEP DG5463_PROJECTION: RECESSED 10 CENTIMETERS DG5463_MAGNETIC: N = NO MAGNETIC MATERIAL DG5463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG5463+STABILITY: SURFACE MOTION DG5463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG5463+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004 DG5463 DG5463 HISTORY - Date Condition Report By DG5463 HISTORY - 2000 MONUMENTED FLDEP DG5463 HISTORY - 20040719 GOOD FLDEP DG5463 DG5463 STATION DESCRIPTION DG5463 DG5463'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM) DG5463'THE MARK IS ABOUT 14.3 MI (23.0 KM) EAST OF EUSTIS, 13.3 MI (21.4 KM) DG5463'WEST OF DELAND, IN SECTION 30, TOWNSHIP 18 SOUTH, RANGE 29 EAST. TO DG5463'REACH THE MARK FROM THE INTERSECTION OF 15A (SPRING GARDEN AVENUE) AND DG5463'STATE ROAD 44 (NEW YORK AVENUE) IN DELAND, GO WEST ON STATE ROAD 44 DG5463'(NEW YORK AVENUE) FOR 4.2 MI (6.8 KM) TO THE JUNCTION OF COUNTY ROAD DG5463'42 ON THE RIGHT, CONTINUE SOUTHWEST ON STATE ROAD 44 FOR 8.5 TO THE DG5463'MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED DG5463'0.4 FT (12.2 CM) BELOW THE LEVEL OF THE GROUND AND 3.0 FT (0.9 M) DG5463'BELOW THE LEVEL OF STATE ROAD 44. LOCATED 172.5 FT (52.6 M) SOUTH OF DG5463'THE APPROXIMATE CENTERLINE OF A DIRT ROAD, 109.6 FT (33.4 M) NORTH OF DG5463'THE EXTENDED CENETERLINE OF A ROAD AT 30333, 50.3 FT (15.3 M) EAST OF DG5463'THE CENTERLINE OF STATE ROAD 44 AND 0.6 FT (18.3 CM) WEST OF A DG5463'CARSONITE WITNESS POST. DG5463 DG5463 STATION RECOVERY (2004) DG5463 DG5463'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM) DG5463'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AB5220 *********************************************************************** AB5220 DESIGNATION - H 426 AB5220 PID - AB5220 AB5220 STATE/COUNTY- FL/LAKE AB5220 USGS QUAD - EUSTIS (1980) AB5220 AB5220 *CURRENT SURVEY CONTROL AB5220 ___________________________________________________________________ AB5220* NAD 83(1986)- 28 50 18. (N) 081 41 07. (W) SCALED AB5220* NAVD 88 - 31.602 (meters) 103.68 (feet) ADJUSTED AB5220 ___________________________________________________________________ AB5220 GEOID HEIGHT- -27.54 (meters) GEOID03 AB5220 DYNAMIC HT - 31.558 (meters) 103.54 (feet) COMP AB5220 MODELED GRAV- 979,236.8 (mgal) NAVD 88 AB5220 AB5220 VERT ORDER - SECOND CLASS I AB5220 AB5220.The horizontal coordinates were scaled from a topographic map and have AB5220.an estimated accuracy of +/- 6 seconds. AB5220 AB5220.The orthometric height was determined by differential leveling AB5220.and adjusted by the National Geodetic Survey in September 1996. AB5220 AB5220.The geoid height was determined by GEOID03. AB5220 AB5220.The dynamic height is computed by dividing the NAVD 88 AB5220.geopotential number by the normal gravity value computed on the AB5220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB5220.degrees latitude (g = 980.6199 gals.). AB5220 AB5220.The modeled gravity was interpolated from observed gravity values. AB5220 AB5220; North East Units Estimated Accuracy AB5220;SPC FL E - 499,310. 133,130. MT (+/- 180 meters Scaled) AB5220 AB5220 SUPERSEDED SURVEY CONTROL AB5220 AB5220.No superseded survey control is available for this station. AB5220 AB5220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM331902(NAD 83) AB5220_MARKER: DV = VERTICAL CONTROL DISK AB5220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB5220_STAMPING: H 426 1994 AB5220_MARK LOGO: NGS AB5220_PROJECTION: FLUSH AB5220_MAGNETIC: N = NO MAGNETIC MATERIAL AB5220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB5220+STABILITY: SURFACE MOTION AB5220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB5220+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004 AB5220 AB5220 HISTORY - Date Condition Report By AB5220 HISTORY - 1994 MONUMENTED FLDEP AB5220 HISTORY - 19971117 GOOD FLDEP AB5220 HISTORY - 20040719 GOOD FLDEP AB5220 AB5220 STATION DESCRIPTION AB5220 AB5220'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM) AB5220'THE MARK IS IN EUSTIS IN SECTION 14, TOWNSHIP 19 SOUTH, RANGE 26 EAST. AB5220'THE MARK IS AT THE INTERSECTION OF STATE ROAD 19 (BAY STREET) AND AB5220'TAYLOR AVENUE, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE AB5220'GROUND, LEVEL WITH TAYLOR AVENUE AND 1.0 FT (0.3 M) ABOVE THE LEVEL OF AB5220'STATE ROAD 19 NORTHBOUND LANES. LOCATED 38.5 FT (11.7 M) EAST OF THE AB5220'APPROXIMATE CENTERLINE OF STATE ROAD 19 (BAY STREET) NORTHBOUND LANES, AB5220'29.5 FT (9.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF TAYLOR AVENUE, AB5220'13.0 FT (4.0 M) EAST OF THE CENTER OF A MANHOLE COVER, 7.4 FT (2.3 M) AB5220'EAST OF A CONCRETE SIDEWALK, 4.8 FT (1.5 M) SOUTH OF A CONCRETE LIGHT AB5220'POLE AND A CARSONITE WITNESS POST. AB5220 AB5220 STATION RECOVERY (1997) AB5220 AB5220'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (LGB) AB5220'RECOVERED AS DESCRIBED. AB5220 AB5220 STATION RECOVERY (2004) AB5220 AB5220'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM) AB5220'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AA1808 *********************************************************************** AA1808 DESIGNATION - LC08 AA1808 PID - AA1808 AA1808 STATE/COUNTY- FL/LAKE AA1808 USGS QUAD - SORRENTO (1980) AA1808 AA1808 *CURRENT SURVEY CONTROL AA1808 ___________________________________________________________________ AA1808* NAD 83(1999)- 28 52 24.51366(N) 081 33 03.37177(W) ADJUSTED AA1808* NAVD 88 - 31.4 (meters) 103. (feet) GPS OBS AA1808 ___________________________________________________________________ AA1808 X - 821,284.409 (meters) COMP AA1808 Y - -5,528,961.543 (meters) COMP AA1808 Z - 3,061,630.450 (meters) COMP AA1808 LAPLACE CORR- -0.78 (seconds) DEFLEC99 AA1808 ELLIP HEIGHT- 3.64 (meters) (06/19/01) GPS OBS AA1808 GEOID HEIGHT- -27.70 (meters) GEOID03 AA1808 AA1808 HORZ ORDER - FIRST AA1808 ELLP ORDER - FOURTH CLASS I AA1808 AA1808.The horizontal coordinates were established by GPS observations AA1808.and adjusted by the National Geodetic Survey in June 2001. AA1808 AA1808.The orthometric height was determined by GPS observations and a AA1808.high-resolution geoid model. AA1808 AA1808.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA1808 AA1808.The Laplace correction was computed from DEFLEC99 derived deflections. AA1808 AA1808.The ellipsoidal height was determined by GPS observations AA1808.and is referenced to NAD 83. AA1808 AA1808.The geoid height was determined by GEOID03. AA1808 AA1808; North East Units Scale Factor Converg. AA1808;SPC FL E - 503,132.394 146,254.812 MT 0.99997681 -0 15 57.7 AA1808;UTM 17 - 3,194,092.709 446,273.150 MT 0.99963562 -0 15 57.7 AA1808 AA1808! - Elev Factor x Scale Factor = Combined Factor AA1808!SPC FL E - 0.99999943 x 0.99997681 = 0.99997624 AA1808!UTM 17 - 0.99999943 x 0.99963562 = 0.99963505 AA1808 AA1808 SUPERSEDED SURVEY CONTROL AA1808 AA1808 NAD 83(1990)- 28 52 24.51262(N) 081 33 03.37120(W) AD( ) 1 AA1808 ELLIP H (09/27/94) 3.65 (m) GP( ) 3 1 AA1808 AA1808.Superseded values are not recommended for survey control. AA1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA1808.See file dsdata.txt to determine how the superseded data were derived. AA1808 AA1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4627394093(NAD 83) AA1808_MARKER: F = FLANGE-ENCASED ROD AA1808_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AA1808_STAMPING: LC08 1993 AA1808_MARK LOGO: NGS AA1808_PROJECTION: FLUSH AA1808_MAGNETIC: N = NO MAGNETIC MATERIAL AA1808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA1808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA1808+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004 AA1808_ROD/PIPE-DEPTH: 14.6 meters AA1808 AA1808 HISTORY - Date Condition Report By AA1808 HISTORY - 1993 MONUMENTED KEISCH AA1808 HISTORY - 19970217 GOOD USPSQD AA1808 HISTORY - 20040719 GOOD FLDEP AA1808 AA1808 STATION DESCRIPTION AA1808 AA1808'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1993 (MDE) AA1808'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) EAST OF EUSTIS IN THE WEST AA1808'RIGHT-OF-WAY OF C.R. 437 IN SECTION 31, TOWNSHIP 18 SOUTH, RANGE 28 AA1808'EAST, LAKE COUNTY, FLORIDA. TO REACH THE STATION FROM THE INTERSECTION AA1808'OF S.R. 19 AND C.R. 44 IN EUSTIS, GO EAST ON C.R. 44 AND THEN C.R. 44A AA1808'FOR 8.5 MI (13.7 KM) TO THE INTERSECTION OF C.R. 44A AND C.R. 437. AA1808'TURN RIGHT AND GO SOUTH ON C.R. 437 FOR 0.25 MI (0.40 KM) TO THE AA1808'INTERSECTION WITH GREENTREE LANE AND THE STATION ON THE RIGHT. THE AA1808'STATION LIES 27.5 FT (8.4 M) WEST OF THE CENTERLINE OF C.R. 437, 26 FT AA1808'(7.9 M) SOUTH OF THE CENTERLINE OF GREENTREE LANE, 4.5 FT (1.4 M) WEST AA1808'OF THE WEST END OF A CONCRETE HEADWALL, AND 14.8 FT (4.5 M) NORTHEAST AA1808'OF A CARSONITE WITNESS POST. ACCESS TO THE DATUM POINT--THE STATION IS AA1808'RECESSED INSIDE A NGS LOGO CAP MOUNTED ON A 5 INCH DIAMETER PVC PIPE AA1808'SURROUNDED BY A CONCRETE COLLAR SET FLUSH WITH THE GROUND, STAMPED AA1808'-LC08 1993.- REFERENCES-- KEITH AND SCHNARS NAIL AND DISC, SET IN THE AA1808'EAST FACE OF A WOOD UTILITY POLE, MAGNETIC AZIMUTH OF 358 DEGREES AT AA1808'59.04 FT (18.00 M). X-CUT, SET IN THE TOP OF A CONCRETE HEADWALL, AA1808'MAGNETIC AZIMUTH OF 100 DEGREES AT 4.55 FT (1.39 M). FOUND A IRON PIPE AA1808'IN AN ASPHALT CUTOUT IN THE CENTERLINE OF C.R. 437, MAGNETIC AZIMUTH AA1808'OF 170 DEGREES AT 112.65 FT (34.34 M). SET CARSONITE WITNESS POST, AA1808'MAGNETIC AZIMUTH OF 248 DEGREES AT 14.8 FT (4.5 M). AA1808 AA1808 STATION RECOVERY (1997) AA1808 AA1808'RECOVERY NOTE BY US POWER SQUADRON 1997 AA1808'RECOVERED IN GOOD CONDITION. AA1808 AA1808 STATION RECOVERY (2004) AA1808 AA1808'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM) AA1808'THE MARK IS ABOUT 18.5 MI WEST OF DELAND, 8.0 MI EAST OF EUSTIS, IN AA1808'SECTION 31, TOWNSHIP 18 SOUTH, RANGE 28 EAST. AA1808' AA1808'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 NORTHBOUND AA1808'LANES (GROVE STREET) AND STATE HIGHWAY 44 (ORANGE AVENUE) IN EUSTIS, AA1808'GO EAST ON STATE HIGHWAY 44 (ORANGE AVENUE) FOR 1.85 MI TO THE AA1808'JUNCTION OF COUNTY ROAD 44A ON THE LEFT (STATE HIGHWAY 44, EUSTIS AA1808'BYPASS), TURN LEFT ON COUNTY ROAD 44A AND GO NORTH FOR 1.1 MI TO THE AA1808'T-JUNCTION OF STATE HIGHWAY 44 BYPASS AND COUNTY ROAD 44A, TURN RIGHT AA1808'COUNTY ROAD 44A AND GO EAST FOR 3.25 MI TO THE INTERSECTION OF COUNTY AA1808'ROAD 439, CONTINUE EASTERLY ON COUNTY ROAD 44A (DELAND ROAD) FOR 3.2 AA1808'MI TO THE JUNCTION OF COUNTY ROAD 437 ON THE RIGHT, TURN RIGHT ON AA1808'COUNTY ROAD 437 AND GO SOUTH FOR 0.25 MI TO THE INTERSECTION OF AA1808'GREENTREE LANE AND THE MARK ON THE RIGHT, AN ALUMINUM ALLOY ROD DRIVEN AA1808'INTO THE GROUND WITH AN NGS LOGO CAP FLUSH WITH THE GROUND AND LEVEL AA1808'WITH COUNTY ROAD 437. AA1808' AA1808'LOCATED 27.5 FT WEST OF THE CENTERLINE OF COUNTY ROAD 437, 26.0 FT AA1808'SOUTH OF THE CENTERLINE OF GREENTREE LANE, 14.8 FT NORTHEAST OF A AA1808'CARSONITE WITNESS POST AND 4.5 FT WEST OF THE WEST END OF A HEADWALL.