1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AB5123 *********************************************************************** AB5123 DESIGNATION - D 424 AB5123 PID - AB5123 AB5123 STATE/COUNTY- FL/MARION AB5123 USGS QUAD - LAKE WEIR (1993) AB5123 AB5123 *CURRENT SURVEY CONTROL AB5123 ___________________________________________________________________ AB5123* NAD 83(1986)- 29 02 36. (N) 081 55 43. (W) SCALED AB5123* NAVD 88 - 18.695 (meters) 61.34 (feet) ADJUSTED AB5123 ___________________________________________________________________ AB5123 GEOID HEIGHT- -27.91 (meters) GEOID99 AB5123 DYNAMIC HT - 18.668 (meters) 61.25 (feet) COMP AB5123 MODELED GRAV- 979,226.8 (mgal) NAVD 88 AB5123 AB5123 VERT ORDER - SECOND CLASS I AB5123 AB5123.The horizontal coordinates were scaled from a topographic map and have AB5123.an estimated accuracy of +/- 6 seconds. AB5123 AB5123.The orthometric height was determined by differential leveling AB5123.and adjusted by the National Geodetic Survey in September 1996. AB5123 AB5123.The geoid height was determined by GEOID99. AB5123 AB5123.The dynamic height is computed by dividing the NAVD 88 AB5123.geopotential number by the normal gravity value computed on the AB5123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB5123.degrees latitude (g = 980.6199 gals.). AB5123 AB5123.The modeled gravity was interpolated from observed gravity values. AB5123 AB5123; North East Units Estimated Accuracy AB5123;SPC FL W - 521,840. 206,950. MT (+/- 180 meters Scaled) AB5123 AB5123 SUPERSEDED SURVEY CONTROL AB5123 AB5123.No superseded survey control is available for this station. AB5123 AB5123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN095131(NAD 83) AB5123_MARKER: F = FLANGE-ENCASED ROD AB5123_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AB5123_STAMPING: D 424 1994 AB5123_MARK LOGO: NGS AB5123_PROJECTION: RECESSED 13 CENTIMETERS AB5123_MAGNETIC: N = NO MAGNETIC MATERIAL AB5123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB5123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AB5123+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2001 AB5123_ROD/PIPE-DEPTH: 26.4 meters AB5123 AB5123 HISTORY - Date Condition Report By AB5123 HISTORY - 1994 MONUMENTED FLDEP AB5123 HISTORY - 20010413 GOOD FLDEP AB5123 AB5123 STATION DESCRIPTION AB5123 AB5123'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM) AB5123'THE MARK IS IN OKLAWAHA AT THE T-JUNCTION OF COUNTY ROAD 25 AND SE 122 AB5123'PLACE, ABOUT 14.5 MI (23.3 KM) SOUTHEAST OF SILVER SPRINGS IN SECTION AB5123'5, TOWNSHIP 17 SOUTH, RANGE 24 EAST. TO REACH THE MARK FROM THE AB5123'T-JUNCTION OF COUNTY ROAD 25 AND COUNTY ROAD 464C IN OKLAWAHA, GO EAST AB5123'ON COUNTY ROAD 25 FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF SE 122 AB5123'PLACE LEADING NORTH AND THE MARK ON THE LEFT, A LOGO CAP SET FLUSH AB5123'WITH THE GROUND AND APPROXIMATELY 0.5 FT (15.2 CM) ABOVE THE LEVEL OF AB5123'COUNTY ROAD 25. LOCATED 38.0 FT (11.6 M) WEST OF THE APPROXIMATE AB5123'CENTERLINE OF SE 122 PLACE, 35.5 FT (10.8 M) NORTH OF THE APPROXIMATE AB5123'CENTERLINE OF COUNTY ROAD 25, 8.0 FT (2.4 M) WEST OF A POWER POLE WITH AB5123'A LIGHT ATTACHED AND 2.0 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST. AB5123'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. AB5123 AB5123 STATION RECOVERY (2001) AB5123 AB5123'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AB5123'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AB5126 *********************************************************************** AB5126 DESIGNATION - H 424 AB5126 PID - AB5126 AB5126 STATE/COUNTY- FL/MARION AB5126 USGS QUAD - LAKE WEIR (1993) AB5126 AB5126 *CURRENT SURVEY CONTROL AB5126 ___________________________________________________________________ AB5126* NAD 83(1986)- 29 02 12. (N) 081 54 42. (W) SCALED AB5126* NAVD 88 - 21.788 (meters) 71.48 (feet) ADJUSTED AB5126 ___________________________________________________________________ AB5126 GEOID HEIGHT- -27.91 (meters) GEOID99 AB5126 DYNAMIC HT - 21.757 (meters) 71.38 (feet) COMP AB5126 MODELED GRAV- 979,226.7 (mgal) NAVD 88 AB5126 AB5126 VERT ORDER - SECOND CLASS I AB5126 AB5126.The horizontal coordinates were scaled from a topographic map and have AB5126.an estimated accuracy of +/- 6 seconds. AB5126 AB5126.The orthometric height was determined by differential leveling AB5126.and adjusted by the National Geodetic Survey in September 1996. AB5126 AB5126.The geoid height was determined by GEOID99. AB5126 AB5126.The dynamic height is computed by dividing the NAVD 88 AB5126.geopotential number by the normal gravity value computed on the AB5126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB5126.degrees latitude (g = 980.6199 gals.). AB5126 AB5126.The modeled gravity was interpolated from observed gravity values. AB5126 AB5126; North East Units Estimated Accuracy AB5126;SPC FL W - 521,100. 208,600. MT (+/- 180 meters Scaled) AB5126 AB5126 SUPERSEDED SURVEY CONTROL AB5126 AB5126.No superseded survey control is available for this station. AB5126 AB5126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN112123(NAD 83) AB5126_MARKER: DV = VERTICAL CONTROL DISK AB5126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB5126_STAMPING: H 424 1994 AB5126_MARK LOGO: NGS AB5126_MAGNETIC: N = NO MAGNETIC MATERIAL AB5126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB5126+STABILITY: SURFACE MOTION AB5126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB5126+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2001 AB5126 AB5126 HISTORY - Date Condition Report By AB5126 HISTORY - 1994 MONUMENTED FLDEP AB5126 HISTORY - 20010413 GOOD FLDEP AB5126 AB5126 STATION DESCRIPTION AB5126 AB5126'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM) AB5126'THE MARK IS ABOUT 1.0 MI (1.6 KM) SOUTHEAST OF OKLAWAHA AT THE AB5126'T-JUNCTION OF COUNTY ROAD 25 AND BAY ROAD, 15.5 MI (24.9 KM) SOUTHEAST AB5126'OF SILVER SPRINGS IN SECTION 4, TOWNSHIP 17 SOUTH, RANGE 24 EAST. TO AB5126'REACH THE MARK FROM THE T-JUNCTION OF COUNTY ROAD 25 AND COUNTY ROAD AB5126'464C IN OKLAWAHA, GO SOUTHEASTERLY ON COUNTY ROAD 25 FOR 1.15 MI (1.85 AB5126'KM) TO THE T-JUNCTION OF BAY ROAD NORTH AND THE MARK ON THE LEFT, IN AB5126'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND AB5126'APPROXIMATELY 3.0 FT (0.9 M) BELOW THE LEVEL OF COUNTY ROAD 25, AB5126'LOCATED 163.5 FT (49.8 M) SOUTHEAST OF POWER POLE NUMBER 70-CLI, 140.0 AB5126'FT (42.7 M) NORTHWEST OF POWER POLE NUMBER OCF-215, 53.4 FT (16.3 M) AB5126'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF BAY ROAD, 44.6 FT (13.6 M) AB5126'NORTHEAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 25 AND 2.0 FT AB5126'(0.6 M) SOUTHWEST OF A CARSONITE WITNESS POST. AB5126 AB5126 STATION RECOVERY (2001) AB5126 AB5126'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AB5126'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AB5170 *********************************************************************** AB5170 DESIGNATION - N 427 AB5170 PID - AB5170 AB5170 STATE/COUNTY- FL/MARION AB5170 USGS QUAD - OCALA EAST (1991) AB5170 AB5170 *CURRENT SURVEY CONTROL AB5170 ___________________________________________________________________ AB5170* NAD 83(1986)- 29 10 17. (N) 082 06 49. (W) SCALED AB5170* NAVD 88 - 34.935 (meters) 114.62 (feet) ADJUSTED AB5170 ___________________________________________________________________ AB5170 GEOID HEIGHT- -27.85 (meters) GEOID99 AB5170 DYNAMIC HT - 34.886 (meters) 114.46 (feet) COMP AB5170 MODELED GRAV- 979,244.0 (mgal) NAVD 88 AB5170 AB5170 VERT ORDER - SECOND CLASS I AB5170 AB5170.The horizontal coordinates were scaled from a topographic map and have AB5170.an estimated accuracy of +/- 6 seconds. AB5170 AB5170.The orthometric height was determined by differential leveling AB5170.and adjusted by the National Geodetic Survey in September 1996. AB5170 AB5170.The geoid height was determined by GEOID99. AB5170 AB5170.The dynamic height is computed by dividing the NAVD 88 AB5170.geopotential number by the normal gravity value computed on the AB5170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB5170.degrees latitude (g = 980.6199 gals.). AB5170 AB5170.The modeled gravity was interpolated from observed gravity values. AB5170 AB5170; North East Units Estimated Accuracy AB5170;SPC FL W - 536,030. 188,950. MT (+/- 180 meters Scaled) AB5170 AB5170 SUPERSEDED SURVEY CONTROL AB5170 AB5170.No superseded survey control is available for this station. AB5170 AB5170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN917274(NAD 83) AB5170_MARKER: DV = VERTICAL CONTROL DISK AB5170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB5170_STAMPING: N 427 1994 AB5170_MARK LOGO: NGS AB5170_MAGNETIC: N = NO MAGNETIC MATERIAL AB5170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB5170+STABILITY: SURFACE MOTION AB5170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AB5170+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2001 AB5170 AB5170 HISTORY - Date Condition Report By AB5170 HISTORY - 1994 MONUMENTED NGS AB5170 HISTORY - 20010328 GOOD FLDEP AB5170 AB5170 STATION DESCRIPTION AB5170 AB5170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RLT) AB5170'THE MARK IS IN OCALA IN FRONT OF THE MEDICAL CENTER AT 1800 SE 17TH AB5170'STREET, NEAR THE INTERSECTION OF STATE ROAD 464 (SE 17TH STREET) AND AB5170'SE 18TH AVENUE IN SECTION 37, TOWNSHIP 15 SOUTH, RANGE 22 EAST. TO AB5170'REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND STATE ROAD AB5170'40 (W SILVER SPRINGS BOULEVARD) , GO WEST ON STATE ROAD 40 (W SILVER AB5170'SPRINGS BOULEVARD) FOR 0.20 MI (0.32 KM) TO THE JUNCTION OF SW 40TH AB5170'AVENUE ON THE LEFT, TURN LEFT ON SW 40TH AVENUE (WHICH TURNS TO SW AB5170'38TH AVENUE) AND GO SOUTHERLY FOR 1.35 MI (2.17 KM) TO THE AB5170'INTERSECTION OF SW 20TH STREET, TURN LEFT ON SW 2OTH STREET AND GO AB5170'EAST FOR 1.0 MI (1.6 KM) TO THE INTERSECTION OF SW 20TH STREET AND SW AB5170'27TH AVENUE, CONTINUE EAST AND SOUTH ON SW 20TH STREET FOR 0.10 MI AB5170'(0.16 KM) TO THE JUNCTION OF STATE ROAD 200 (SW COLLEGE ROAD) , TURN AB5170'LEFT ON STATE ROAD 200 (SW COLLEGE ROAD) AND GO NORTHEAST FOR 0.6 MI AB5170'(1.0 KM) TO THE JUNCTION OF STATE ROAD 464 (SW 17TH STREET) ON THE AB5170'RIGHT, TURN RIGHT ON STATE ROAD 464 (SW 17TH STREET) AND GO EAST FOR AB5170'2.80 MI (4.51 KM) TO THE MARK ON THE RIGHT SET IN THE TOP OF A AB5170'CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE AB5170'GROUND AND ABOUT 3.0 FT (0.9 M) ABOVE THE LEVEL OF STATE ROAD 464 (SE AB5170'17TH STREET) . LOCATED 59.5 FT (18.1 M) SOUTHEAST OF POWER POLE AB5170'NUMBER T533, 22.9 FT (7.0 M) NORTHWEST OF THE SOUTHWEST CORNER OF THE AB5170'SIGN FOR THE MEDICAL CENTER, 22.6 FT (6.9 M) SOUTHWEST OF THE AB5170'NORTHWEST CORNER OF THE SIGN FOR THE MEDICAL CENTER, 17.2 FT (5.2 M) AB5170'NORTH OF THE NORTH CURB OF STATE ROAD 464 (SE 17TH STREET) , 13.6 FT AB5170'(4.1 M) NORTHEAST OF A 14-INCH DIAMETER OAK TREE AND 0.7 FT (21.3 CM) AB5170'NORTH OF THE HEDGE LINE. AB5170 AB5170 STATION RECOVERY (2001) AB5170 AB5170'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AB5170'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AB5169 *********************************************************************** AB5169 DESIGNATION - P 427 AB5169 PID - AB5169 AB5169 STATE/COUNTY- FL/MARION AB5169 USGS QUAD - OCALA EAST (1991) AB5169 AB5169 *CURRENT SURVEY CONTROL AB5169 ___________________________________________________________________ AB5169* NAD 83(1986)- 29 10 10. (N) 082 06 02. (W) SCALED AB5169* NAVD 88 - 28.658 (meters) 94.02 (feet) ADJUSTED AB5169 ___________________________________________________________________ AB5169 GEOID HEIGHT- -27.86 (meters) GEOID99 AB5169 DYNAMIC HT - 28.618 (meters) 93.89 (feet) COMP AB5169 MODELED GRAV- 979,244.6 (mgal) NAVD 88 AB5169 AB5169 VERT ORDER - SECOND CLASS I AB5169 AB5169.The horizontal coordinates were scaled from a topographic map and have AB5169.an estimated accuracy of +/- 6 seconds. AB5169 AB5169.The orthometric height was determined by differential leveling AB5169.and adjusted by the National Geodetic Survey in September 1996. AB5169 AB5169.The geoid height was determined by GEOID99. AB5169 AB5169.The dynamic height is computed by dividing the NAVD 88 AB5169.geopotential number by the normal gravity value computed on the AB5169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB5169.degrees latitude (g = 980.6199 gals.). AB5169 AB5169.The modeled gravity was interpolated from observed gravity values. AB5169 AB5169; North East Units Estimated Accuracy AB5169;SPC FL W - 535,810. 190,220. MT (+/- 180 meters Scaled) AB5169 AB5169 SUPERSEDED SURVEY CONTROL AB5169 AB5169.No superseded survey control is available for this station. AB5169 AB5169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN929272(NAD 83) AB5169_MARKER: F = FLANGE-ENCASED ROD AB5169_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AB5169_STAMPING: P 427 1994 AB5169_MARK LOGO: NGS AB5169_PROJECTION: FLUSH AB5169_MAGNETIC: N = NO MAGNETIC MATERIAL AB5169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB5169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB5169+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2001 AB5169_ROD/PIPE-DEPTH: 17.5 meters AB5169 AB5169 HISTORY - Date Condition Report By AB5169 HISTORY - 1994 MONUMENTED NGS AB5169 HISTORY - 20010328 GOOD FLDEP AB5169 AB5169 STATION DESCRIPTION AB5169 AB5169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RLT) AB5169'THE MARK IS IN OCALA IN FRONT OF THE PHYSICAL THERAPY CENTER AT 2620 AB5169'SE 17TH STREET (STATE ROAD 464) IN SECTION 22, TOWNSHIP 15 SOUTH, AB5169'RANGE 22 EAST. TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE AB5169'75 AND STATE ROAD 40 (W SILVER SPRINGS BOULEVARD) , GO WEST ON STATE AB5169'ROAD 40 (W SILVER SPRINGS BOULEVARD) FOR 0.20 MI (0.32 KM) TO THE AB5169'JUNCTION OF SW 40TH AVENUE ON THE LEFT, TURN LEFT ON SW 40TH AVENUE AB5169'(WHICH TURNS TO SW 38TH AVENUE) AND GO SOUTHERLY FOR 1.35 MI (2.17 KM) AB5169'TO THE INTERSECTION OF SW 20TH STREET, TURN LEFT ON SW 2OTH STREET AND AB5169'GO EAST FOR 1.0 MI (1.6 KM) TO THE INTERSECTION OF SW 20TH STREET AND AB5169'SW 27TH AVENUE, CONTINUE EAST AND SOUTH ON SW 20TH STREET FOR 0.10 MI AB5169'(0.16 KM) TO THE JUNCTION OF STATE ROAD 200 (SW COLLEGE ROAD), TURN AB5169'LEFT ON STATE ROAD 200 (SW COLLEGE ROAD) AND GO NORTHEAST FOR 0.6 MI AB5169'(1.0 KM) TO THE JUNCTION OF STATE ROAD 464 (SW 17TH STREET) ON THE AB5169'RIGHT, TURN RIGHT ON STATE ROAD 464 (SW 17TH STREET) AND GO EAST FOR AB5169'3.60 MI (5.79 KM) TO THE MARK ON THE RIGHT A STAINLESS STEEL ROD AB5169'DRIVEN TO REFUSAL AT A DEPTH OF 57.5 FT (17.5 M) , THE LOGO CAP IS AB5169'FLUSH WITH THE GROUND AND ABOUT 8.0 FT (2.4 M) ABOVE THE LEVEL OF AB5169'STATE ROAD 464 (SE 17TH STREET), THE DATUM POINT IS RECESSED 0.1 FT AB5169'(3.0 CM) BELOW THE LEVEL OF THE GROUND. LOCATED 65.0 FT (19.8 M) AB5169'SOUTH OF THE CENTERLINE OF STATE ROAD 464 (SE 17TH STREET) , 42.5 FT AB5169'(13.0 M) EAST OF THE CENTERLINE OF THE DRIVEWAY TO THE PHYSICAL AB5169'THERAPY CENTER, 34.1 FT (10.4 M) WEST OF THE CENTERLINE OF THE AB5169'DRIVEWAY TO THE CHURCH OF CHRIST, 32.8 FT (10.0 M) NORTHWEST OF POWER AB5169'POLE NUMBER J194 WITH A GUY WIRE ATTACHED, 20.0 FT (6.1 M) SOUTH OF AB5169'THE CENTER OF A 2.0 FT (0.6 M) DIAMETER SANITARY SEWER MANHOLE COVER, AB5169'16.1 FT (4.9 M) NORTHEAST OF A RED FIRE HYDRANT AND 1.3 FT (0.4 M) AB5169'NORTH OF A CARSONITE WITNESS POST. NOTE ACCESS TO DATUM POINT IS HAD AB5169'THROUGH A 5-INCH LOGE CAP. AB5169 AB5169 STATION RECOVERY (2001) AB5169 AB5169'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AB5169'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AB5168 *********************************************************************** AB5168 DESIGNATION - Q 427 AB5168 PID - AB5168 AB5168 STATE/COUNTY- FL/MARION AB5168 USGS QUAD - OCALA EAST (1991) AB5168 AB5168 *CURRENT SURVEY CONTROL AB5168 ___________________________________________________________________ AB5168* NAD 83(1986)- 29 09 32. (N) 082 05 10. (W) SCALED AB5168* NAVD 88 - 21.708 (meters) 71.22 (feet) ADJUSTED AB5168 ___________________________________________________________________ AB5168 GEOID HEIGHT- -27.87 (meters) GEOID99 AB5168 DYNAMIC HT - 21.677 (meters) 71.12 (feet) COMP AB5168 MODELED GRAV- 979,243.2 (mgal) NAVD 88 AB5168 AB5168 VERT ORDER - SECOND CLASS I AB5168 AB5168.The horizontal coordinates were scaled from a topographic map and have AB5168.an estimated accuracy of +/- 6 seconds. AB5168 AB5168.The orthometric height was determined by differential leveling AB5168.and adjusted by the National Geodetic Survey in September 1996. AB5168 AB5168.The geoid height was determined by GEOID99. AB5168 AB5168.The dynamic height is computed by dividing the NAVD 88 AB5168.geopotential number by the normal gravity value computed on the AB5168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB5168.degrees latitude (g = 980.6199 gals.). AB5168 AB5168.The modeled gravity was interpolated from observed gravity values. AB5168 AB5168; North East Units Estimated Accuracy AB5168;SPC FL W - 534,640. 191,620. MT (+/- 180 meters Scaled) AB5168 AB5168 SUPERSEDED SURVEY CONTROL AB5168 AB5168.No superseded survey control is available for this station. AB5168 AB5168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN943260(NAD 83) AB5168_MARKER: DV = VERTICAL CONTROL DISK AB5168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB5168_STAMPING: Q 427 1994 AB5168_MARK LOGO: NGS AB5168_MAGNETIC: N = NO MAGNETIC MATERIAL AB5168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB5168+STABILITY: SURFACE MOTION AB5168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB5168+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2001 AB5168 AB5168 HISTORY - Date Condition Report By AB5168 HISTORY - 1994 MONUMENTED NGS AB5168 HISTORY - 20010328 GOOD FLDEP AB5168 AB5168 STATION DESCRIPTION AB5168 AB5168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RLT) AB5168'THE MARK IS IN OCALA IN FRONT OF THE SHORES PLAZA SHOPPING CENTER ON AB5168'STATE ROAD 464 (SE 17TH STEEET) IN SECTION 27, TOWNSHIP 15 SOUTH, AB5168'RANGE 22 EAST. TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE AB5168'75 AND STATE ROAD 40 (W SILVER SPRINGS BOULEVARD) , GO WEST ON STATE AB5168'ROAD 40 (W SILVER SPRINGS BOULEVARD) FOR 0.20 MI (0.32 KM) TO THE AB5168'JUNCTION OF SW 40TH AVENUE ON THE LEFT, TURN LEFT ON SW 40TH AVENUE AB5168'(WHICH TURNS TO SW 38TH AVENUE) AND GO SOUTHERLY FOR 1.35 MI (2.17 KM) AB5168'TO THE INTERSECTION OF SW 20TH STREET, TURN LEFT ON SW 2OTH STREET AND AB5168'GO EAST FOR 1.0 MI (1.6 KM) TO THE INTERSECTION OF SW 20TH STREET AND AB5168'SW 27TH AVENUE, CONTINUE EAST AND SOUTH ON SW 20TH STREET FOR 0.10 MI AB5168'(0.16 KM) TO THE JUNCTION OF STATE ROAD 200 (SW COLLEGE ROAD) , TURN AB5168'LEFT ON STATE ROAD 200 (SW COLLEGE ROAD) AND GO NORTHEAST FOR 0.6 MI AB5168'(1.0 KM) TO THE JUNCTION OF STATE ROAD 464 (SW 17TH STREET) ON THE AB5168'RIGHT, TURN RIGHT ON STATE ROAD 464 (SW 17TH STREET) AND GO EAST FOR AB5168'4.65 MI (7.48 KM) TO THE MARK ON THE LEFT SET IN THE TOP OF A CONCRETE AB5168'MONUMENT RECESSED 0.1 FT (3.0 CM) BELOW THE LEVEL OF THE GROUND AND AB5168'ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE ROAD 464 (SE 17TH AB5168'STREET) . 0.10 MI (0.16 KM) WEST OF THE INTERSECTION OF STATE ROAD AB5168'464 (SE 17TH STREET) AND SE 36TH AVENUE. LOCATED 81.3 FT (24.8 M) AB5168'SOUTH OF THE SOUTH CURB OF THE SHOPPING CENTER PARKING LOT, 51.5 FT AB5168'(15.7 M) WEST OF THE WEST EDGE OF THE ASPHALT OF THE ENTRANCE DRIVEWAY AB5168'TO THE SHOPPING CENTER, 40.9 FT (12.5 M) NORTH OF THE NORTH EDGE OF AB5168'THE ASPHALT OF STATE ROAD 464 (SE 17TH STREET) , 16.7 FT (5.1 M) NORTH AB5168'OF THE NORTHWEST CORNER OF THE CONCRETE CULVERT UNDER THE ENTRANCE AB5168'DRIVEWAY AND 1.2 FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST. AB5168 AB5168 STATION RECOVERY (2001) AB5168 AB5168'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AB5168'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AQ2763 *********************************************************************** AQ2763 DESIGNATION - V057 AQ2763 PID - AQ2763 AQ2763 STATE/COUNTY- FL/MARION AQ2763 USGS QUAD - LAKE WEIR (1993) AQ2763 AQ2763 *CURRENT SURVEY CONTROL AQ2763 ___________________________________________________________________ AQ2763* NAD 83(1999)- 29 02 26.26897(N) 081 56 30.41152(W) ADJUSTED AQ2763* NAVD 88 - 23.2 (meters) 76. (feet) GPS OBS AQ2763 ___________________________________________________________________ AQ2763 X - 782,291.269 (meters) COMP AQ2763 Y - -5,525,546.859 (meters) COMP AQ2763 Z - 3,077,836.791 (meters) COMP AQ2763 LAPLACE CORR- -1.19 (seconds) DEFLEC99 AQ2763 ELLIP HEIGHT- -4.76 (meters) (09/30/02) GPS OBS AQ2763 GEOID HEIGHT- -27.89 (meters) GEOID99 AQ2763 AQ2763 HORZ ORDER - SECOND AQ2763 ELLP ORDER - FOURTH CLASS II AQ2763 AQ2763.The horizontal coordinates were established by GPS observations AQ2763.and adjusted by the National Geodetic Survey in September 2002. AQ2763 AQ2763.The orthometric height was determined by GPS observations and a AQ2763.high-resolution geoid model. AQ2763 AQ2763.The X, Y, and Z were computed from the position and the ellipsoidal ht. AQ2763 AQ2763.The Laplace correction was computed from DEFLEC99 derived deflections. AQ2763 AQ2763.The ellipsoidal height was determined by GPS observations AQ2763.and is referenced to NAD 83. AQ2763 AQ2763.The geoid height was determined by GEOID99. AQ2763 AQ2763; North East Units Scale Converg. AQ2763;SPC FL W - 521,534.477 205,670.245 MT 0.99994157 +0 01 41.7 AQ2763;UTM 17 - 3,212,852.961 408,304.292 MT 0.99970375 -0 27 25.9 AQ2763 AQ2763 SUPERSEDED SURVEY CONTROL AQ2763 AQ2763 NAD 83(1990)- 29 02 26.26790(N) 081 56 30.41123(W) AD( ) 2 AQ2763 ELLIP HT - -4.81 (m) (03/04/92) GP( ) 4 2 AQ2763 AQ2763.Superseded values are not recommended for survey control. AQ2763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AQ2763.See file dsdata.txt to determine how the superseded data were derived. AQ2763 AQ2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN0830412853(NAD 83) AQ2763_MARKER: F = FLANGE-ENCASED ROD AQ2763_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AQ2763_STAMPING: V057 1990 AQ2763_MARK LOGO: NGS AQ2763_PROJECTION: FLUSH AQ2763_MAGNETIC: N = NO MAGNETIC MATERIAL AQ2763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AQ2763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AQ2763+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002 AQ2763_ROD/PIPE-DEPTH: 6.7 meters AQ2763 AQ2763 HISTORY - Date Condition Report By AQ2763 HISTORY - 1990 MONUMENTED MCGRIF AQ2763 HISTORY - 20010413 GOOD FLDEP AQ2763 HISTORY - 20021015 GOOD BAH AQ2763 AQ2763 STATION DESCRIPTION AQ2763 AQ2763'DESCRIBED BY P C MCGRIFF COMPANY 1990 AQ2763'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST OF THE CITY OF AQ2763'BELLEVIEW ON MARION COUNTY ROAD NUMBER 25, IN THE NORTH WEST CORNER AQ2763'OF THE INTERSECTION OF MARION COUNTY ROAD NUMBER 25 AND MARION COUNTY AQ2763'ROAD NUMBER 464, NEAR THE NORTHEAST CORNER OF TOWNSHIP 17 SOUTH, AQ2763'RANGE 23 EAST, MARION COUNTY, FLORIDA. AQ2763'THE STATION LIES SOUTHEAST OF A GOLDEN DRUMSTICK FAST FOOD RESTAURANT, AQ2763'9 FT (2.7 M) NORTH OF THE NORTH EDGE OF PAVEMENT OF COUNTY ROAD AQ2763'NUMBER 25 AND 42 FT (12.8 M) WEST OF THE CENTERLINE OF COUNTY ROAD AQ2763'NUMBER 464 AND 10 FT (3.0 M) SOUTH OF A CUTOFF POLE NEAR A TELEPHONE AQ2763'RISER BOX. ACCESS TO THE DATUM POINT--THE STATION IS RECESSED INSIDE AQ2763'A NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET AQ2763'IN A CONCRETE COLLAR. AQ2763'REFERENCES-- AQ2763'KEITH AND SCHNARS NAIL AND CAP, SET IN EDGE OF PAVEMENT OF MARION AQ2763'COUNTY ROAD NUMBER 464, NORTH 74 DEGREES EAST AT 30.74 FT (9.37 M) . AQ2763'KEITH AND SCHNARSS NAIL AND CAP, SET IN EDGE OF PAVEMENT OF MARION AQ2763'COUNTY ROAD NUMBER 25, SOUTH 18 DEGREES EAST AT 10.36 FT (3.16 M) . AQ2763'KEITH AND SCHNARS NAIL AND CAP, SET IN EDGE OF PAVEMENT OF MARION AQ2763'COUNTY ROAD NUMBER 25, SOUTH 73 DEGREES WEST AT 29.88 FT (9.11 M) . AQ2763'SET CARSONITE WITNESS POST NORTH 10 DEGREES WEST AT 9.8 FT (3.0 M) . AQ2763 AQ2763 STATION RECOVERY (2001) AQ2763 AQ2763'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AQ2763'RECOVERED AS DESCRIBED. AQ2763 AQ2763 STATION RECOVERY (2002) AQ2763 AQ2763'RECOVERY NOTE BY BERRYMAN & HENIGAR 2002 (KAW) AQ2763'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AR1899 *********************************************************************** AR1899 DESIGNATION - V066 AR1899 PID - AR1899 AR1899 STATE/COUNTY- FL/MARION AR1899 USGS QUAD - OCALA EAST (1991) AR1899 AR1899 *CURRENT SURVEY CONTROL AR1899 ___________________________________________________________________ AR1899* NAD 83(1999)- 29 08 08.26908(N) 082 03 12.57585(W) ADJUSTED AR1899* NAVD 88 - 21.6 (meters) 71. (feet) GPS OBS AR1899 ___________________________________________________________________ AR1899 X - 770,808.480 (meters) COMP AR1899 Y - -5,521,990.402 (meters) COMP AR1899 Z - 3,087,037.474 (meters) COMP AR1899 LAPLACE CORR- -1.27 (seconds) DEFLEC99 AR1899 ELLIP HEIGHT- -6.38 (meters) (09/30/02) GPS OBS AR1899 GEOID HEIGHT- -27.89 (meters) GEOID99 AR1899 AR1899 HORZ ORDER - SECOND AR1899 ELLP ORDER - FOURTH CLASS II AR1899 AR1899.The horizontal coordinates were established by GPS observations AR1899.and adjusted by the National Geodetic Survey in September 2002. AR1899 AR1899.The orthometric height was determined by GPS observations and a AR1899.high-resolution geoid model. AR1899 AR1899.The X, Y, and Z were computed from the position and the ellipsoidal ht. AR1899 AR1899.The Laplace correction was computed from DEFLEC99 derived deflections. AR1899 AR1899.The ellipsoidal height was determined by GPS observations AR1899.and is referenced to NAD 83. AR1899 AR1899.The geoid height was determined by GEOID99. AR1899 AR1899; North East Units Scale Converg. AR1899;SPC FL W - 532,063.182 194,794.797 MT 0.99994151 -0 01 33.8 AR1899;UTM 17 - 3,223,471.182 397,521.003 MT 0.99972959 -0 30 46.7 AR1899 AR1899 SUPERSEDED SURVEY CONTROL AR1899 AR1899 NAD 83(1990)- 29 08 08.26750(N) 082 03 12.57572(W) AD( ) 2 AR1899 ELLIP HT - -6.40 (m) (03/04/92) GP( ) 4 2 AR1899 AR1899.Superseded values are not recommended for survey control. AR1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR1899.See file dsdata.txt to determine how the superseded data were derived. AR1899 AR1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN9752123471(NAD 83) AR1899_MARKER: F = FLANGE-ENCASED ROD AR1899_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AR1899_STAMPING: V066 1990 AR1899_MARK LOGO: NGS AR1899_PROJECTION: FLUSH AR1899_MAGNETIC: N = NO MAGNETIC MATERIAL AR1899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AR1899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AR1899+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2002 AR1899_ROD/PIPE-DEPTH: 6.2 meters AR1899 AR1899 HISTORY - Date Condition Report By AR1899 HISTORY - 1990 MONUMENTED MCGRIF AR1899 HISTORY - 20010328 GOOD FLDEP AR1899 HISTORY - 20020131 GOOD BAH AR1899 AR1899 STATION DESCRIPTION AR1899 AR1899'DESCRIBED BY P C MCGRIFF COMPANY 1990 AR1899'THE STATION IS LOCATED 5 MI (8.0 KM) SOUTH OF SILVER SPRINGS AND 4 MI AR1899'(6.4 KM) SOUTHEAST OF OCALA. IN THE RIGHT-OF-WAY OF MARION COUNTY AR1899'ROAD 35. IN MARION COUNTY. NEAR THE NORTHWEST CORNER OF T16S-R23E. AR1899'TO REACH THE STATION BY ROAD, COMMENCE AT THE INTERSECTION OF MARION AR1899'COUNTY ROAD 35 AND MARION COUNTY ROAD 464. PROCEED SOUTHERLY ALONG AR1899'MARION COUNTY ROAD 35 FOR A DISTANCE OF 1320 FT (402.3 M) +/- TO THE AR1899'STATION ON THE LEFT. THE STATION LIES 4.7 FT (1.4 M) WEST OF A BARB AR1899'WIRE FENCE MARKED -CANAL AUTHORITY BOUNDARY-, 36 FT (11.0 M) EAST OF AR1899'THE EAST EDGE OF PAVEMENT OF MARION COUNTY ROAD 35, AND 49 FT AR1899'(14.9 M) SOUTH OF A POWER POLE. ACCESS TO DATUM POINT--THE STATION AR1899'IS RECESSED IN A NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH AR1899'DIAMETER PVC PIPE SET IN A CONCRETE COLLAR. AR1899'REFERENCES-- AR1899'KEITH AND SCHNARS NAIL AND CAP, SET IN A POWER POLE, NORTH 05 DEGREES AR1899'WEST AT 49.07 FT (14.96 M) . AR1899'KEITH AND SCHNARS NAIL AND CAP, SET IN THE EAST EDGE OF PAVEMENT OF AR1899'MARION COUNTY ROAD 35, NORHT 85 DEGREES WEST AT 36.55 FT (11.14 M) . AR1899'KEITH AND SCHNARS NAIL AND CAP, SET IN A POWER POLE, SOUTH 01 DEGREE AR1899'WEST AT 129.64 FT (39.51 M) . AR1899'SET CARSONITE WITNESS POST EAST AT 4.7 FT (1.4 M) . AR1899 AR1899 STATION RECOVERY (2001) AR1899 AR1899'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AR1899'THE MARK IS ABOUT 6.5 MI (10.5 KM) NORTHWEST OF CANDLER, 6.0 MI (9.7 AR1899'KM) SOUTHEAST OF OCALA, 5.0 MI (8.0 KM) SOUTH OF SILVER SPRING IN AR1899'SECTION 31, TOWNSHIP 15 SOUTH, RANGE 23 EAST. TO REACH THE MARK FROM AR1899'THE OVERHEAD BRIDGE OF INTERSTATE 75 AND STATE ROAD 200 (COLLEGE ROAD) AR1899'IN OCALA, GO NORTHEAST ON STATE ROAD 200 (SW COLLEGE ROAD) FOR 2.2 MI AR1899'(3.5 KM) TO THE JUNCTION OF STATE ROAD 464 (SW 17TH STREET) ON THE AR1899'RIGHT, TURN RIGHT ON STATE ROAD 464 (SW 17TH STREET) AND GO SOUTHEAST AR1899'THEN EAST FOR 1.2 MI (1.9 KM) TO THE INTERSECTION OF U.S. HIGHWAY 441 AR1899'(PINE AVENUE, U.S. HIGHWAY 301, 27), CONTINUE EAST ON STATE ROAD 464 AR1899'(SE 17TH STREET) FOR 6.0 MI (9.7 KM) TO THE INTERSECTION OF STATE ROAD AR1899'35 (BASELINE ROAD), TURN RIGHT ON STATE ROAD 35 (BASELINE ROAD) AND GO AR1899'SOUTH FOR 0.25 MI (0.40 KM) TO THE MARK ON THE LEFT, A STAINLESS STEEL AR1899'ROD DRIVEN INTO THE GROUND WITH A NGS LOGO CAP FLUSH WITH THE GROUND AR1899'AND LEVEL WITH STATE ROAD 35 (BASELINE ROAD), THE DATUM POINT IS AR1899'RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE NGS LOGO CAP. LOCATED AR1899'49.0 FT (14.9 M) SOUTH OF A POWER POLE NUMBER 478068 (118282-084547), AR1899'48.6 FT (14.8 M) EAST OF THE CENTERLINE OF STATE ROAD 35, 36.0 FT AR1899'(11.0 M) EAST OF THE EAST EDGE OF THE PAVEMENT OF STATE ROAD 35 AND AR1899'4.7 FT (1.4 M) WEST OF A BARBWIRE FENCE AND THE CARSONITE WITNESS AR1899'POST. NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO AR1899'CAP. AR1899 AR1899 STATION RECOVERY (2002) AR1899 AR1899'RECOVERY NOTE BY BERRYMAN & HENIGAR 2002 (KAW) AR1899'RECOVERED IN GOOD CONDITION.