1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AB7763 *********************************************************************** AB7763 DESIGNATION - 87 93 A 24 AB7763 PID - AB7763 AB7763 STATE/COUNTY- FL/MIAMI-DADE AB7763 USGS QUAD - PENNSUCO (1988) AB7763 AB7763 *CURRENT SURVEY CONTROL AB7763 ___________________________________________________________________ AB7763* NAD 83(1986)- 25 57 01. (N) 080 25 52. (W) SCALED AB7763* NAVD 88 - 2.521 (meters) 8.27 (feet) ADJUSTED AB7763 ___________________________________________________________________ AB7763 GEOID HEIGHT- -24.84 (meters) GEOID03 AB7763 DYNAMIC HT - 2.516 (meters) 8.25 (feet) COMP AB7763 MODELED GRAV- 979,044.3 (mgal) NAVD 88 AB7763 AB7763 VERT ORDER - FIRST CLASS II AB7763 AB7763.The horizontal coordinates were scaled from a topographic map and have AB7763.an estimated accuracy of +/- 6 seconds. AB7763 AB7763.The orthometric height was determined by differential leveling AB7763.and adjusted by the National Geodetic Survey in March 1997. AB7763 AB7763.The geoid height was determined by GEOID03. AB7763 AB7763.The dynamic height is computed by dividing the NAVD 88 AB7763.geopotential number by the normal gravity value computed on the AB7763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB7763.degrees latitude (g = 980.6199 gals.). AB7763 AB7763.The modeled gravity was interpolated from observed gravity values. AB7763 AB7763; North East Units Estimated Accuracy AB7763;SPC FL E - 179,230. 256,980. MT (+/- 180 meters Scaled) AB7763 AB7763 SUPERSEDED SURVEY CONTROL AB7763 AB7763.No superseded survey control is available for this station. AB7763 AB7763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ569703(NAD 83) AB7763_MARKER: DD = SURVEY DISK AB7763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB7763_STAMPING: 87 93 A 24 AB7763_MARK LOGO: FLDT AB7763_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AB7763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB7763+STABILITY: SURFACE MOTION AB7763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB7763+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005 AB7763 AB7763 HISTORY - Date Condition Report By AB7763 HISTORY - 1993 MONUMENTED FLDT AB7763 HISTORY - 19930803 GOOD NGS AB7763 HISTORY - 20001117 GOOD FLDEP AB7763 HISTORY - 20050831 GOOD WEIDEN AB7763 AB7763 STATION DESCRIPTION AB7763 AB7763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT) AB7763'THE MARK IS ABOUT 14.5 MI (23.3 KM) SOUTHWEST OF COOPER CITY, 25.5 MI AB7763'(41.0 KM) NORTH-NORTHWEST OF MIAMI, AT THE JUNCTION OF U.S. HIGHWAY 27 AB7763'AND STATE HIGHWAY 997 IN SECTION 3, TOWNSHIP 52 SOUTH, RANGE 39 EAST. AB7763'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND THE AB7763'EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO SOUTH ON U.S. AB7763'HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF STATE HIGHWAY AB7763'818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3.55 MI AB7763'(5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE SOUTH ON AB7763'U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD COUNTY AB7763'LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF STATE AB7763'HIGHWAY 997 AND THE MARK ON THE RIGHT, IN THE MEDIAN OF STATE HIGHWAY AB7763'997, SET IN THE TOP OF A CONCRETE MONUMENT LEVEL WITH U.S. HIGHWAY 27 AB7763'AND FLUSH WITH THE GROUND. LOCATED 81.0 FT (24.7 M) SOUTH-SOUTHWEST OF AB7763'A METAL LIGHT POLE WITH TWO LIGHTS ATTACHED, 62.0 FT (18.9 M) NORTH OF AB7763'THE APPROXIMATE CENTERLINE OF THE EASTBOUND LANE OF STATE HIGHWAY 997, AB7763'51.0 FT (15.5 M) EAST OF THE EDGE OF THE ASPHALT OF THE EASTBOUND LANE AB7763'OF STATE HIGHWAY 997, 37.5 FT (11.4 M) WEST OF THE CENTERLINE OF U.S. AB7763'HIGHWAY 27, 19.0 FT (5.8 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE AB7763'WESTBOUND LANE OF STATE HIGHWAY 997, 16.7 FT (5.1 M) WEST OF THE EDGE AB7763'OF THE ASPHALT OF U.S. HIGHWAY 27 AND 5.7 FT (1.7 M) SOUTH OF THE EDGE AB7763'OF THE ASPHALT OF THE WESTBOUND LANE OF STATE HIGHWAY 997. AB7763 AB7763 STATION RECOVERY (2000) AB7763 AB7763'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM) AB7763'RECOVERED AS DESCRIBED. AB7763 AB7763 STATION RECOVERY (2005) AB7763 AB7763'RECOVERY NOTE BY WEIDENER SURVEYING AND MAPPING 2005 AB7763'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AB7764 *********************************************************************** AB7764 DESIGNATION - 87 93 A 25 AB7764 PID - AB7764 AB7764 STATE/COUNTY- FL/MIAMI-DADE AB7764 USGS QUAD - PENNSUCO (1988) AB7764 AB7764 *CURRENT SURVEY CONTROL AB7764 ___________________________________________________________________ AB7764* NAD 83(1986)- 25 56 38. (N) 080 25 51. (W) SCALED AB7764* NAVD 88 - 2.300 (meters) 7.55 (feet) ADJUSTED AB7764 ___________________________________________________________________ AB7764 GEOID HEIGHT- -24.84 (meters) GEOID03 AB7764 DYNAMIC HT - 2.296 (meters) 7.53 (feet) COMP AB7764 MODELED GRAV- 979,043.5 (mgal) NAVD 88 AB7764 AB7764 VERT ORDER - FIRST CLASS II AB7764 AB7764.The horizontal coordinates were scaled from a topographic map and have AB7764.an estimated accuracy of +/- 6 seconds. AB7764 AB7764.The orthometric height was determined by differential leveling AB7764.and adjusted by the National Geodetic Survey in March 1997. AB7764 AB7764.The geoid height was determined by GEOID03. AB7764 AB7764.The dynamic height is computed by dividing the NAVD 88 AB7764.geopotential number by the normal gravity value computed on the AB7764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB7764.degrees latitude (g = 980.6199 gals.). AB7764 AB7764.The modeled gravity was interpolated from observed gravity values. AB7764 AB7764; North East Units Estimated Accuracy AB7764;SPC FL E - 178,520. 257,010. MT (+/- 180 meters Scaled) AB7764 AB7764 SUPERSEDED SURVEY CONTROL AB7764 AB7764.No superseded survey control is available for this station. AB7764 AB7764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ569695(NAD 83) AB7764_MARKER: DD = SURVEY DISK AB7764_SETTING: 66 = SET IN ROCK OUTCROP AB7764_STAMPING: 87 93 A 25 AB7764_MARK LOGO: FLDT AB7764_MAGNETIC: N = NO MAGNETIC MATERIAL AB7764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AB7764+STABILITY: POSITION/ELEVATION WELL AB7764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB7764+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005 AB7764 AB7764 HISTORY - Date Condition Report By AB7764 HISTORY - 1993 MONUMENTED FLDT AB7764 HISTORY - 19930803 GOOD NGS AB7764 HISTORY - 20001117 GOOD FLDEP AB7764 HISTORY - 20050831 GOOD WEIDEN AB7764 AB7764 STATION DESCRIPTION AB7764 AB7764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT) AB7764'THE MARK IS ABOUT 14.5 MI (23.3 KM) SOUTHWEST OF COOPER CITY, 25.0 MI AB7764'(40.2 KM) NORTH-NORTHWEST OF MIAMI IN SECTION 3, TOWNSHIP 52 SOUTH, AB7764'RANGE 39 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY AB7764'27 AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO AB7764'SOUTH ON U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF AB7764'STATE HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27 AB7764'FOR 3.55 MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE AB7764'SOUTH ON U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD AB7764'COUNTY LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF AB7764'STATE HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 0.45 MI (0.72 AB7764'KM) TO THE MARK ON THE RIGHT, SET ON THE TOP OF A ROCK OUTCROP LEVEL AB7764'WITH U.S. HIGHWAY 27 AND FLUSH WITH THE GROUND, 58.5 FT (17.8 M) (17.8 AB7764'M) SOUTHEAST OF THE EAST LEG OF A SIGN FOR LOWELL DUNN ROCK COMPANY, AB7764'25.0 FT (7.6 M) WEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 23.1 FT AB7764'(7.0 M) EAST OF A FLDOT METAL WITNESS POST, AND 8.8 FT (2.7 M) WEST OF AB7764'THE EDGE OF THE ASPHALT OF U.S. HIGHWAY 27. AB7764 AB7764 STATION RECOVERY (2000) AB7764 AB7764'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM) AB7764'RECOVERED AS DESCRIBED. AB7764 AB7764 STATION RECOVERY (2005) AB7764 AB7764'RECOVERY NOTE BY WEIDENER SURVEYING AND MAPPING 2005 AB7764'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AB7765 *********************************************************************** AB7765 DESIGNATION - 87 93 A 26 AB7765 PID - AB7765 AB7765 STATE/COUNTY- FL/MIAMI-DADE AB7765 USGS QUAD - PENNSUCO (1988) AB7765 AB7765 *CURRENT SURVEY CONTROL AB7765 ___________________________________________________________________ AB7765* NAD 83(1986)- 25 56 09. (N) 080 25 50. (W) SCALED AB7765* NAVD 88 - 2.304 (meters) 7.56 (feet) ADJUSTED AB7765 ___________________________________________________________________ AB7765 GEOID HEIGHT- -24.84 (meters) GEOID03 AB7765 DYNAMIC HT - 2.300 (meters) 7.55 (feet) COMP AB7765 MODELED GRAV- 979,042.6 (mgal) NAVD 88 AB7765 AB7765 VERT ORDER - FIRST CLASS II AB7765 AB7765.The horizontal coordinates were scaled from a topographic map and have AB7765.an estimated accuracy of +/- 6 seconds. AB7765 AB7765.The orthometric height was determined by differential leveling AB7765.and adjusted by the National Geodetic Survey in March 1997. AB7765 AB7765.The geoid height was determined by GEOID03. AB7765 AB7765.The dynamic height is computed by dividing the NAVD 88 AB7765.geopotential number by the normal gravity value computed on the AB7765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB7765.degrees latitude (g = 980.6199 gals.). AB7765 AB7765.The modeled gravity was interpolated from observed gravity values. AB7765 AB7765; North East Units Estimated Accuracy AB7765;SPC FL E - 177,630. 257,040. MT (+/- 180 meters Scaled) AB7765 AB7765 SUPERSEDED SURVEY CONTROL AB7765 AB7765.No superseded survey control is available for this station. AB7765 AB7765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ570687(NAD 83) AB7765_MARKER: DD = SURVEY DISK AB7765_SETTING: 66 = SET IN ROCK OUTCROP AB7765_STAMPING: 87 93 A 26 AB7765_MARK LOGO: FLDT AB7765_MAGNETIC: N = NO MAGNETIC MATERIAL AB7765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AB7765+STABILITY: POSITION/ELEVATION WELL AB7765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB7765+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2000 AB7765 AB7765 HISTORY - Date Condition Report By AB7765 HISTORY - 1993 MONUMENTED FLDT AB7765 HISTORY - 19930803 GOOD NGS AB7765 HISTORY - 20001117 MARK NOT FOUND FLDEP AB7765 HISTORY - 20050831 MARK NOT FOUND WEIDEN AB7765 AB7765 STATION DESCRIPTION AB7765 AB7765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT) AB7765'THE MARK IS ABOUT 15.5 MI (24.9 KM) SOUTHWEST OF COOPER CITY, 24.5 MI AB7765'(39.4 KM) NORTH-NORTHWEST OF MIAMI IN SECTION 10, TOWNSHIP 52 SOUTH, AB7765'RANGE 39 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY AB7765'27 AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO AB7765'SOUTH ON U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF AB7765'STATE HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27 AB7765'FOR 3.55 MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE AB7765'SOUTH ON U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD AB7765'COUNTY LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF AB7765'STATE HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 1.0 MI (1.6 AB7765'KM) TO THE MARK ON THE RIGHT, IN FRONT OF THE ABELS RANCH, SET ON THE AB7765'TOP OF A ROCK OUTCROP LEVEL WITH U.S. HIGHWAY 27 AND FLUSH WITH AB7765'GROUND, LOCATED 67.5 FT (20.6 M) EAST-SOUTHEAST OF THE NORTH GATE AB7765'POST, 34.3 FT (10.5 M) WEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 18.4 AB7765'FT (5.6 M) WEST OF THE EDGE OF THE ASPHALT, 14.0 FT (4.3 M) SOUTH OF AB7765'THE APPROXIMATE CENTERLINE OF A DIRT ROAD WEST AND 13.0 FT (4.0 M) AB7765'EAST OF A FLDOT METAL WITNESS POST. AB7765 AB7765 STATION RECOVERY (2000) AB7765 AB7765'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM) AB7765'FOUND THE ROCK OUTCROP, BUT NO DISK. AB7765 AB7765 STATION RECOVERY (2005) AB7765 AB7765'RECOVERY NOTE BY WEIDENER SURVEYING AND MAPPING 2005 AB7765'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AB7766 *********************************************************************** AB7766 DESIGNATION - 87 93 A 27 AB7766 PID - AB7766 AB7766 STATE/COUNTY- FL/MIAMI-DADE AB7766 USGS QUAD - PENNSUCO (1988) AB7766 AB7766 *CURRENT SURVEY CONTROL AB7766 ___________________________________________________________________ AB7766* NAD 83(1999)- 25 55 55.40903(N) 080 25 40.78509(W) ADJUSTED AB7766* NAVD 88 - 2.334 (meters) 7.66 (feet) ADJUSTED AB7766 ___________________________________________________________________ AB7766 X - 954,420.233 (meters) COMP AB7766 Y - -5,659,687.847 (meters) COMP AB7766 Z - 2,772,284.830 (meters) COMP AB7766 LAPLACE CORR- -1.71 (seconds) DEFLEC99 AB7766 ELLIP HEIGHT- -22.49 (meters) (12/12/02) GPS OBS AB7766 GEOID HEIGHT- -24.84 (meters) GEOID03 AB7766 DYNAMIC HT - 2.331 (meters) 7.65 (feet) COMP AB7766 MODELED GRAV- 979,042.2 (mgal) NAVD 88 AB7766 AB7766 HORZ ORDER - FIRST AB7766 VERT ORDER - FIRST CLASS II AB7766 ELLP ORDER - FOURTH CLASS I AB7766 AB7766.The horizontal coordinates were established by GPS observations AB7766.and adjusted by the National Geodetic Survey in December 2002. AB7766 AB7766.The orthometric height was determined by differential leveling AB7766.and adjusted by the National Geodetic Survey in March 1997. AB7766 AB7766.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB7766 AB7766.The Laplace correction was computed from DEFLEC99 derived deflections. AB7766 AB7766.The ellipsoidal height was determined by GPS observations AB7766.and is referenced to NAD 83. AB7766 AB7766.The geoid height was determined by GEOID03. AB7766 AB7766.The dynamic height is computed by dividing the NAVD 88 AB7766.geopotential number by the normal gravity value computed on the AB7766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB7766.degrees latitude (g = 980.6199 gals.). AB7766 AB7766.The modeled gravity was interpolated from observed gravity values. AB7766 AB7766; North East Units Scale Factor Converg. AB7766;SPC FL E - 177,213.252 257,297.871 MT 0.99998170 +0 15 00.5 AB7766;UTM 17 - 2,868,284.769 557,278.321 MT 0.99964051 +0 15 00.5 AB7766 AB7766! - Elev Factor x Scale Factor = Combined Factor AB7766!SPC FL E - 1.00000353 x 0.99998170 = 0.99998523 AB7766!UTM 17 - 1.00000353 x 0.99964051 = 0.99964404 AB7766 AB7766 SUPERSEDED SURVEY CONTROL AB7766 AB7766 NAVD 88 (12/12/02) 2.33 (m) 7.6 (f) LEVELING 3 AB7766 AB7766.Superseded values are not recommended for survey control. AB7766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB7766.See file dsdata.txt to determine how the superseded data were derived. AB7766 AB7766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ5727868285(NAD 83) AB7766_MARKER: DD = SURVEY DISK AB7766_SETTING: 66 = SET IN ROCK OUTCROP AB7766_STAMPING: 87 93 A 27 AB7766_MARK LOGO: FLDT AB7766_MAGNETIC: N = NO MAGNETIC MATERIAL AB7766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AB7766+STABILITY: POSITION/ELEVATION WELL AB7766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB7766+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005 AB7766 AB7766 HISTORY - Date Condition Report By AB7766 HISTORY - 1993 MONUMENTED FLDT AB7766 HISTORY - 19930803 GOOD NGS AB7766 HISTORY - 20001117 GOOD FLDEP AB7766 HISTORY - 20020527 GOOD MAPTEC AB7766 HISTORY - 20050831 GOOD WEIDEN AB7766 AB7766 STATION DESCRIPTION AB7766 AB7766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT) AB7766'THE MARK IS ABOUT 15.8 MI (25.4 KM) SOUTHWEST OF COOPER CITY, 24.2 MI AB7766'(38.9 KM) NORTH-NORTHWEST OF MIAMI IN SECTION 10, TOWNSHIP 52 SOUTH, AB7766'RANGE 39 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY AB7766'27 AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO AB7766'SOUTH ON U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF AB7766'STATE HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27 AB7766'FOR 3.55 MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE AB7766'SOUTH ON U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD AB7766'COUNTY LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF AB7766'STATE HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 1.35 MI (2.17 AB7766'KM) TO THE MARK ON THE RIGHT, SET ON THE TOP OF A ROCK OUTCROP LEVEL AB7766'WITH U.S. HIGHWAY 27 AND FLUSH WITH THE GROUND. LOCATED 29.5 FT (9.0 AB7766'M) SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 19.3 FT (5.9 M) AB7766'WEST OF THE EDGE OF THE ASPHALT AND 14.3 FT (4.4 M) NORTHEAST OF THE AB7766'METAL GUARDRAIL. AB7766 AB7766 STATION RECOVERY (2000) AB7766 AB7766'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM) AB7766'RECOVERED AS DESCRIBED. AB7766 AB7766 STATION RECOVERY (2002) AB7766 AB7766'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP) AB7766'STATION RECOVERY (2002) AB7766'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CDP) AB7766'RECOVERED AS DESCRIBED. AB7766' AB7766 AB7766 STATION RECOVERY (2005) AB7766 AB7766'RECOVERY NOTE BY WEIDENER SURVEYING AND MAPPING 2005 AB7766'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AJ8354 *********************************************************************** AJ8354 DESIGNATION - A 503 AJ8354 PID - AJ8354 AJ8354 STATE/COUNTY- FL/MIAMI-DADE AJ8354 USGS QUAD - PENNSUCO (1988) AJ8354 AJ8354 *CURRENT SURVEY CONTROL AJ8354 ___________________________________________________________________ AJ8354* NAD 83(1986)- 25 56 30. (N) 080 26 22. (W) SCALED AJ8354* NAVD 88 - 2.289 (meters) 7.51 (feet) ADJUSTED AJ8354 ___________________________________________________________________ AJ8354 GEOID HEIGHT- -24.82 (meters) GEOID03 AJ8354 DYNAMIC HT - 2.285 (meters) 7.50 (feet) COMP AJ8354 MODELED GRAV- 979,042.9 (mgal) NAVD 88 AJ8354 AJ8354 VERT ORDER - FIRST CLASS II AJ8354 AJ8354.The horizontal coordinates were scaled from a topographic map and have AJ8354.an estimated accuracy of +/- 6 seconds. AJ8354 AJ8354.The orthometric height was determined by differential leveling AJ8354.and adjusted by the National Geodetic Survey in June 2002. AJ8354 AJ8354.The geoid height was determined by GEOID03. AJ8354 AJ8354.The dynamic height is computed by dividing the NAVD 88 AJ8354.geopotential number by the normal gravity value computed on the AJ8354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ8354.degrees latitude (g = 980.6199 gals.). AJ8354 AJ8354.The modeled gravity was interpolated from observed gravity values. AJ8354 AJ8354; North East Units Estimated Accuracy AJ8354;SPC FL E - 178,270. 256,150. MT (+/- 180 meters Scaled) AJ8354 AJ8354 SUPERSEDED SURVEY CONTROL AJ8354 AJ8354.No superseded survey control is available for this station. AJ8354 AJ8354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ561693(NAD 83) AJ8354_MARKER: DD = SURVEY DISK AJ8354_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE AJ8354_SP_SET: BRIDGE ABUTMENT AJ8354_STAMPING: A 503 2000 AJ8354_MARK LOGO: FLDEP AJ8354_MAGNETIC: N = NO MAGNETIC MATERIAL AJ8354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AJ8354+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005 AJ8354 AJ8354 HISTORY - Date Condition Report By AJ8354 HISTORY - 2000 MONUMENTED FLDEP AJ8354 HISTORY - 20050831 GOOD WEIDEN AJ8354 AJ8354 STATION DESCRIPTION AJ8354 AJ8354'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM) AJ8354'THE MARK IS ABOUT 9.5 MI (15.3 KM) NORTHWEST OF HIALEAH, 24.5 MI (39.4 AJ8354'KM) NORTH-NORTHWEST OF MIAMI, 33.0 MI (53.1 KM) NORTH OF HOMESTEAD, IN AJ8354'SECTION 9, TOWNSHIP 52 SOUTH, RANGE 39 EAST. TO REACH THE MARK FROM AJ8354'THE INTERSECTION OF U.S. HIGHWAY 27 AND THE EASTBOUND LANES OF AJ8354'INTERSTATE 75 (ALLIGATOR ALLEY) NEAR ANDYTOWN, GO SOUTH ON U.S. AJ8354'HIGHWAY 27 FOR 13.4 MI (21.6 KM) TO THE JUNCTION OF STATE ROAD 997 ON AJ8354'THE RIGHT, TURN RIGHT ON STATE ROAD 997 AND GO SOUTHWEST FOR 0.8 MI AJ8354'(1.3 KM) TO THE NORTHWEST END OF A BRIDGE SPANNING MIAMI CANAL C-6 AND AJ8354'THE MARK ON THE RIGHT, SET VERTICALLY IN THE NORTHWEST BRIDGE ABUTMENT AJ8354'2.6 FT (0.8 M) BELOW THE LEVEL OF STATE ROAD 997. LOCATED 63.5 FT AJ8354'(19.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A LIME ROCK ROAD, 32.0 AJ8354'FT (9.8 M) SOUTHEAST OF THE NORTHWEST END OF A METAL GUARD RAIL, 18.0 AJ8354'FT (5.5 M) WEST OF THE CENTERLINE OF STATE ROAD 997, 15.8 FT (4.8 M) AJ8354'SOUTHEAST OF THE NORTHWEST EXTENDED BRIDGE RAIL AND 12.6 FT (3.8 M) AJ8354'SOUTHEAST OF THE MOST NORTHWEST BRIDGE RAIL. AJ8354 AJ8354 STATION RECOVERY (2005) AJ8354 AJ8354'RECOVERY NOTE BY WEIDENER SURVEYING AND MAPPING 2005 AJ8354'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AJ8355 *********************************************************************** AJ8355 DESIGNATION - B 503 AJ8355 PID - AJ8355 AJ8355 STATE/COUNTY- FL/MIAMI-DADE AJ8355 USGS QUAD - PENNSUCO (1988) AJ8355 AJ8355 *CURRENT SURVEY CONTROL AJ8355 ___________________________________________________________________ AJ8355* NAD 83(1986)- 25 55 59. (N) 080 26 56. (W) SCALED AJ8355* NAVD 88 - 5.324 (meters) 17.47 (feet) ADJUSTED AJ8355 ___________________________________________________________________ AJ8355 GEOID HEIGHT- -24.80 (meters) GEOID03 AJ8355 DYNAMIC HT - 5.316 (meters) 17.44 (feet) COMP AJ8355 MODELED GRAV- 979,041.4 (mgal) NAVD 88 AJ8355 AJ8355 VERT ORDER - FIRST CLASS II AJ8355 AJ8355.The horizontal coordinates were scaled from a topographic map and have AJ8355.an estimated accuracy of +/- 6 seconds. AJ8355 AJ8355.The orthometric height was determined by differential leveling AJ8355.and adjusted by the National Geodetic Survey in June 2002. AJ8355 AJ8355.The geoid height was determined by GEOID03. AJ8355 AJ8355.The dynamic height is computed by dividing the NAVD 88 AJ8355.geopotential number by the normal gravity value computed on the AJ8355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ8355.degrees latitude (g = 980.6199 gals.). AJ8355 AJ8355.The modeled gravity was interpolated from observed gravity values. AJ8355 AJ8355; North East Units Estimated Accuracy AJ8355;SPC FL E - 177,320. 255,210. MT (+/- 180 meters Scaled) AJ8355 AJ8355 SUPERSEDED SURVEY CONTROL AJ8355 AJ8355.No superseded survey control is available for this station. AJ8355 AJ8355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ551683(NAD 83) AJ8355_MARKER: DD = SURVEY DISK AJ8355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ8355_STAMPING: B 503 2000 AJ8355_MARK LOGO: FLDEP AJ8355_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AJ8355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ8355+STABILITY: SURFACE MOTION AJ8355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8355+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005 AJ8355 AJ8355 HISTORY - Date Condition Report By AJ8355 HISTORY - 2000 MONUMENTED FLDEP AJ8355 HISTORY - 20050831 GOOD WEIDEN AJ8355 AJ8355 STATION DESCRIPTION AJ8355 AJ8355'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM) AJ8355'THE MARK IS ABOUT 10.0 MI (16.1 KM) NORTHWEST OF HIALEAH, 24.0 MI AJ8355'(38.6 KM) NORTH-NORTHWEST OF MIAMI, 32.0 MI (51.5 KM) NORTH OF AJ8355'HOMESTEAD, IN SECTION 9, TOWNSHIP 52 SOUTH, RANGE 39 EAST. TO REACH AJ8355'THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND THE EASTBOUND AJ8355'LANES OF INTERSTATE 75 (ALLIGATOR ALLEY) NEAR ANDYTOWN, GO SOUTH ON AJ8355'U.S. HIGHWAY 27 FOR 13.4 MI (21.6 KM) TO THE JUNCTION OF STATE ROAD AJ8355'997 ON THE RIGHT, TURN RIGHT ON STATE ROAD 997 AND GO SOUTHWEST FOR AJ8355'0.8 MI (1.3 KM) TO THE NORTHEAST END OF A BRIDGE SPANNING MIAMI CANAL AJ8355'C-6 AND THE JUNCTION OF A LIME ROCK ROAD ON THE RIGHT, TURN RIGHT ON AJ8355'THE LIME ROCK ROAD AND GO WEST FOR 0.1 MI (0.2 KM) TO THE TOP OF A AJ8355'LEVEE (NO 30) , TURN LEFT ON THE LEVEE ROAD AND GO SOUTHWEST FOR 0.1 AJ8355'MI (0.2 KM) TO A LOCKED GATE, CONTINUE SOUTHWEST ON THE LEVEE ROAD FOR AJ8355'0.8 MI (1.3 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND AJ8355'CONCRETE MONUMENT RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE AJ8355'GROUND AND BELOW THE LEVEL OF THE LEVEE ROAD. LOCATED 7.0 FT (2.1 M) AJ8355'NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD AND 0.7 FT AJ8355'(21.3 CM) SOUTHEAST OF A CARSONITE WITNESS POST. NOTE FOR KEY CONTACT AJ8355'SOUTH FLORIDA WATER MANAGEMENT DISTRICT AT 2195 NORTHEAST 8TH STREET AJ8355'HOMESTEAD, FL 33033, PHONE NUMBER 305-242-5955. NOTE A BAR MAGNET WAS AJ8355'IMBEDDED ON THE NORTH SIDE IN THE MONUMENT. AJ8355 AJ8355 STATION RECOVERY (2005) AJ8355 AJ8355'RECOVERY NOTE BY WEIDENER SURVEYING AND MAPPING 2005 AJ8355'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AJ8356 *********************************************************************** AJ8356 DESIGNATION - C 503 AJ8356 PID - AJ8356 AJ8356 STATE/COUNTY- FL/MIAMI-DADE AJ8356 USGS QUAD - PENNSUCO (1988) AJ8356 AJ8356 *CURRENT SURVEY CONTROL AJ8356 ___________________________________________________________________ AJ8356* NAD 83(1986)- 25 55 18. (N) 080 27 32. (W) SCALED AJ8356* NAVD 88 - 5.505 (meters) 18.06 (feet) ADJUSTED AJ8356 ___________________________________________________________________ AJ8356 GEOID HEIGHT- -24.78 (meters) GEOID03 AJ8356 DYNAMIC HT - 5.496 (meters) 18.03 (feet) COMP AJ8356 MODELED GRAV- 979,039.7 (mgal) NAVD 88 AJ8356 AJ8356 VERT ORDER - FIRST CLASS II AJ8356 AJ8356.The horizontal coordinates were scaled from a topographic map and have AJ8356.an estimated accuracy of +/- 6 seconds. AJ8356 AJ8356.The orthometric height was determined by differential leveling AJ8356.and adjusted by the National Geodetic Survey in June 2002. AJ8356 AJ8356.The geoid height was determined by GEOID03. AJ8356 AJ8356.The dynamic height is computed by dividing the NAVD 88 AJ8356.geopotential number by the normal gravity value computed on the AJ8356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ8356.degrees latitude (g = 980.6199 gals.). AJ8356 AJ8356.The modeled gravity was interpolated from observed gravity values. AJ8356 AJ8356; North East Units Estimated Accuracy AJ8356;SPC FL E - 176,050. 254,210. MT (+/- 180 meters Scaled) AJ8356 AJ8356 SUPERSEDED SURVEY CONTROL AJ8356 AJ8356.No superseded survey control is available for this station. AJ8356 AJ8356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ541671(NAD 83) AJ8356_MARKER: DD = SURVEY DISK AJ8356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ8356_STAMPING: C 503 2000 AJ8356_MARK LOGO: FLDEP AJ8356_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AJ8356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ8356+STABILITY: SURFACE MOTION AJ8356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8356+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005 AJ8356 AJ8356 HISTORY - Date Condition Report By AJ8356 HISTORY - 2000 MONUMENTED FLDEP AJ8356 HISTORY - 20050831 GOOD WEIDEN AJ8356 AJ8356 STATION DESCRIPTION AJ8356 AJ8356'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM) AJ8356'THE MARK IS ABOUT 10.5 MI (16.9 KM) NORTHWEST OF HIALEAH, 24.0 MI AJ8356'(38.6 KM) NORTH-NORTHWEST OF MIAMI, 31.0 MI (49.9 KM) NORTH OF AJ8356'HOMESTEAD, IN SECTION 17, TOWNSHIP 52 SOUTH, RANGE 39 EAST. TO REACH AJ8356'THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND THE EASTBOUND AJ8356'LANES OF INTERSTATE 75 (ALLIGATOR ALLEY) NEAR ANDYTOWN, GO SOUTH ON AJ8356'U.S. HIGHWAY 27 FOR 13.4 MI (21.6 KM) TO THE JUNCTION OF STATE ROAD AJ8356'997 ON THE RIGHT, TURN RIGHT ON STATE ROAD 997 AND GO SOUTHWEST FOR AJ8356'0.8 MI (1.3 KM) TO THE NORTHEAST END OF A BRIDGE SPANNING MIAMI CANAL AJ8356'(CANAL C-6) AND THE JUNCTION OF A LIME ROCK ROAD ON THE RIGHT, TURN AJ8356'RIGHT ON LIME ROCK ROAD AND GO WEST FOR 0.1 MI (0.2 KM) TO THE TOP OF AJ8356'A LEVEE (NO 30) , TURN LEFT ON THE LEVEE ROAD AND GO SOUTHWEST FOR 0.1 AJ8356'MI (0.2 KM) TO A LOCKED GATE, CONTINUE SOUTHWEST ON LEVEE ROAD FOR 1.8 AJ8356'MI (2.9 KM) TO THE MARK ON THE RIGHT, SET IN TOP OF A ROUND CONCRETE AJ8356'MONUMENT RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE GROUND AND AJ8356'0.6 FT (18.3 CM) BELOW THE LEVEL OF THE LEVEE ROAD. LOCATED 81.3 FT AJ8356'(24.8 M) NORTHWEST OF A CARSONITE WITNESS POST, 19.7 FT (6.0 M) AJ8356'SOUTHEAST OF A CARSONITE WITNESS POST, 7.0 FT (2.1 M) NORTHWEST OF THE AJ8356'APPROXIMATE CENTERLINE OF THE LEVEE ROAD. NOTE FOR KEY CONTACT SOUTH AJ8356'FLORIDA WATER MANAGEMENT DISTRICT AT 2195 NORTHEAST 8TH STREET AJ8356'HOMESTEAD, FL 33033, PHONE NUMBER 305-242-5955. NOTE A BAR MAGNET WAS AJ8356'IMBEDDED ON THE NORTH SIDE IN THE MONUMENT. AJ8356 AJ8356 STATION RECOVERY (2005) AJ8356 AJ8356'RECOVERY NOTE BY WEIDENER SURVEYING AND MAPPING 2005 AJ8356'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AJ8357 *********************************************************************** AJ8357 DESIGNATION - D 503 AJ8357 PID - AJ8357 AJ8357 STATE/COUNTY- FL/MIAMI-DADE AJ8357 USGS QUAD - PENNSUCO (1988) AJ8357 AJ8357 *CURRENT SURVEY CONTROL AJ8357 ___________________________________________________________________ AJ8357* NAD 83(1999)- 25 54 57.17371(N) 080 27 51.33737(W) ADJUSTED AJ8357* NAVD 88 - 2.171 (meters) 7.12 (feet) ADJUSTED AJ8357 ___________________________________________________________________ AJ8357 X - 950,967.605 (meters) COMP AJ8357 Y - -5,661,063.367 (meters) COMP AJ8357 Z - 2,770,672.986 (meters) COMP AJ8357 LAPLACE CORR- -1.78 (seconds) DEFLEC99 AJ8357 ELLIP HEIGHT- -22.59 (meters) (12/12/02) GPS OBS AJ8357 GEOID HEIGHT- -24.77 (meters) GEOID03 AJ8357 DYNAMIC HT - 2.168 (meters) 7.11 (feet) COMP AJ8357 MODELED GRAV- 979,039.0 (mgal) NAVD 88 AJ8357 AJ8357 HORZ ORDER - FIRST AJ8357 VERT ORDER - FIRST CLASS II AJ8357 ELLP ORDER - FOURTH CLASS I AJ8357 AJ8357.The horizontal coordinates were established by GPS observations AJ8357.and adjusted by the National Geodetic Survey in December 2002. AJ8357 AJ8357.The orthometric height was determined by differential leveling AJ8357.and adjusted by the National Geodetic Survey in June 2002. AJ8357 AJ8357.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8357 AJ8357.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8357 AJ8357.The ellipsoidal height was determined by GPS observations AJ8357.and is referenced to NAD 83. AJ8357 AJ8357.The geoid height was determined by GEOID03. AJ8357 AJ8357.The dynamic height is computed by dividing the NAVD 88 AJ8357.geopotential number by the normal gravity value computed on the AJ8357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ8357.degrees latitude (g = 980.6199 gals.). AJ8357 AJ8357.The modeled gravity was interpolated from observed gravity values. AJ8357 AJ8357; North East Units Scale Factor Converg. AJ8357;SPC FL E - 175,405.810 253,672.497 MT 0.99997673 +0 14 02.9 AJ8357;UTM 17 - 2,866,477.944 553,654.185 MT 0.99963554 +0 14 02.9 AJ8357 AJ8357! - Elev Factor x Scale Factor = Combined Factor AJ8357!SPC FL E - 1.00000355 x 0.99997673 = 0.99998028 AJ8357!UTM 17 - 1.00000355 x 0.99963554 = 0.99963909 AJ8357 AJ8357 SUPERSEDED SURVEY CONTROL AJ8357 AJ8357 NAVD 88 (12/12/02) 2.17 (m) 7.1 (f) LEVELING 3 AJ8357 AJ8357.Superseded values are not recommended for survey control. AJ8357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AJ8357.See file dsdata.txt to determine how the superseded data were derived. AJ8357 AJ8357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ5365466478(NAD 83) AJ8357_MARKER: F = FLANGE-ENCASED ROD AJ8357_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL AJ8357+WITH SETTING: INFORMATION. AJ8357_STAMPING: D 503 2000 AJ8357_MARK LOGO: NGS AJ8357_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8357+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005 AJ8357 AJ8357 HISTORY - Date Condition Report By AJ8357 HISTORY - 2000 MONUMENTED FLDEP AJ8357 HISTORY - 20020527 GOOD MAPTEC AJ8357 HISTORY - 20050831 GOOD WEIDEN AJ8357 AJ8357 STATION DESCRIPTION AJ8357 AJ8357'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM) AJ8357'THE MARK IS ABOUT 10.5 MI (16.9 KM) NORTHWEST OF HIALEAH, 24.0 MI AJ8357'(38.6 KM) NORTH-NORTHWEST OF MIAMI, 30.5 MI (49.1 KM) NORTH OF AJ8357'HOMESTEAD, IN SECTION 17, TOWNSHIP 52 SOUTH, RANGE 39 EAST. TO REACH AJ8357'THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND THE EASTBOUND AJ8357'LANES OF INTERSTATE 75 (ALLIGATOR ALLEY) NEAR ANDYTOWN, GO SOUTH ON AJ8357'U.S. HIGHWAY 27 FOR 13.4 MI (21.6 KM) TO THE JUNCTION OF STATE ROAD AJ8357'997 ON THE RIGHT, TURN RIGHT ON STATE ROAD 997 AND GO SOUTHWEST FOR AJ8357'0.8 MI (1.3 KM) TO THE NORTHEAST END OF A BRIDGE SPANNING MIAMI CANAL AJ8357'C-6 AND THE JUNCTION OF A LIME ROCK ROAD ON THE RIGHT, TURN RIGHT ON AJ8357'THE LIME ROCK ROAD AND GO WEST FOR 0.1 MI (0.2 KM) TO THE TOP OF A AJ8357'LEVEE (NO 30) , TURN LEFT ON THE LEVEE ROAD AND GO SOUTHWEST FOR 0.1 AJ8357'MI (0.2 KM) TO A LOCKED GATE, CONTINUE SOUTHWEST ON THE LEVEE ROAD FOR AJ8357'2.3 MI (3.7 KM) TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN AJ8357'TO REFUSAL AT A DEPTH OF 7.6 FT (2.3 M) WITH A NGS LOGO CAP FLUSH WITH AJ8357'THE GROUND AND 12.0 FT (3.7 M) BELOW THE LEVEL OF THE LEVEE ROAD, THE AJ8357'DATUM POINT IS RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE NGS AJ8357'LOGO CAP. LOCATED 82.0 FT (25.0 M) SOUTHWEST OF THE NORTHEAST END OF A AJ8357'TURNOUT. 50.0 FT (15.2 M) NORTHEAST OF THE SOUTHWEST END OF TURNOUT, AJ8357'53.0 FT (16.2 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE LEVEE AJ8357'ROAD, 25.5 FT (7.8 M) NORTHWEST OF THE CANAL, 23.5 FT (7.2 M) AJ8357'NORTHWEST OF A CARSONITE WITNESS POST AND 0.4 FT (12.2 CM) NORTHWEST AJ8357'OF ANOTHER CARSONITE WITNESS POST. NOTE ACCESS TO THE DATUM POINT IS AJ8357'HAD THROUGH A 5-INCH NGS LOGO CAP. NOTE FOR KEY CONTACT SOUTH FLORIDA AJ8357'WATER MANAGEMENT DISTRICT AT 2195 NORTHEAST 8TH STREET HOMESTEAD, FL AJ8357'33033, PHONE NUMBER 305-242-5955. NOTE A BAR MAGNET WAS PLACED INSIDE AJ8357'THE NGS LOGO CAP. AJ8357 AJ8357 STATION RECOVERY (2002) AJ8357 AJ8357'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP) AJ8357'STATION RECOVERY (2002) AJ8357'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CDP) AJ8357'RECOVERED AS DESCRIBED. AJ8357' AJ8357' AJ8357 AJ8357 STATION RECOVERY (2005) AJ8357 AJ8357'RECOVERY NOTE BY WEIDENER SURVEYING AND MAPPING 2005 AJ8357'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AC1153 *********************************************************************** AC1153 DESIGNATION - DA 146 AZ MK 11 RESET AC1153 PID - AC1153 AC1153 STATE/COUNTY- FL/MIAMI-DADE AC1153 USGS QUAD - HOMESTEAD (1994) AC1153 AC1153 *CURRENT SURVEY CONTROL AC1153 ___________________________________________________________________ AC1153* NAD 83(1986)- 25 26 53. (N) 080 29 06. (W) SCALED AC1153* NAVD 88 - 1.647 (meters) 5.40 (feet) ADJUSTED AC1153 ___________________________________________________________________ AC1153 GEOID HEIGHT- -24.81 (meters) GEOID03 AC1153 DYNAMIC HT - 1.644 (meters) 5.39 (feet) COMP AC1153 MODELED GRAV- 978,977.5 (mgal) NAVD 88 AC1153 AC1153 VERT ORDER - FIRST CLASS II AC1153 AC1153.The horizontal coordinates were scaled from a topographic map and have AC1153.an estimated accuracy of +/- 6 seconds. AC1153 AC1153.The orthometric height was determined by differential leveling AC1153.and adjusted by the National Geodetic Survey in June 1991. AC1153 AC1153.The geoid height was determined by GEOID03. AC1153 AC1153.The dynamic height is computed by dividing the NAVD 88 AC1153.geopotential number by the normal gravity value computed on the AC1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC1153.degrees latitude (g = 980.6199 gals.). AC1153 AC1153.The modeled gravity was interpolated from observed gravity values. AC1153 AC1153; North East Units Estimated Accuracy AC1153;SPC FL E - 123,570. 251,800. MT (+/- 180 meters Scaled) AC1153 AC1153 SUPERSEDED SURVEY CONTROL AC1153 AC1153 NGVD 29 (09/01/92) 2.107 (m) 6.91 (f) ADJUSTED 1 2 AC1153 AC1153.Superseded values are not recommended for survey control. AC1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC1153.See file dsdata.txt to determine how the superseded data were derived. AC1153 AC1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ517146(NAD 83) AC1153_MARKER: DE = TRAVERSE STATION DISK AC1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC1153_SP_SET: CONCRETE POST AC1153_STAMPING: DA 146 AZ 11 RESET 1963 AC1153_MARK LOGO: CGS AC1153_MAGNETIC: N = NO MAGNETIC MATERIAL AC1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC1153+STABILITY: SURFACE MOTION AC1153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC1153+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005 AC1153 AC1153 HISTORY - Date Condition Report By AC1153 HISTORY - 1963 MONUMENTED CGS AC1153 HISTORY - 1966 GOOD NGS AC1153 HISTORY - 1978 GOOD NGS AC1153 HISTORY - 1983 GOOD LOCSUR AC1153 HISTORY - 1987 GOOD USPSQD AC1153 HISTORY - 1988 GOOD USPSQD AC1153 HISTORY - 19930517 GOOD NGS AC1153 HISTORY - 19940912 GOOD FLDEP AC1153 HISTORY - 20050830 GOOD DCPWD AC1153 AC1153 STATION DESCRIPTION AC1153 AC1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AC1153'AT FLORIDA CITY. AC1153'AT FLORIDA CITY, ABOUT 0.55 MILES WEST ALONG PALM DRIVE AC1153'FROM THE INTERSECTION OF KROME AVENUE, 78 FEET NORTHWEST OF THE AC1153'CENTER OF THE INTERSECTION OF THE WEST-BOUND LANE OF PALM DRIVE AC1153'AND NW. 6TH STREET, 56.5 FEET NORTH OF THE CENTER LINE OF THE AC1153'STREET, 55.0 FEET NORTH OF THE CENTER LINE OF THE WEST-BOUND AC1153'LANE OF THE DRIVE, 26.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER AC1153'OF THE FLORIDA CITY COMMUNITY CENTER AT 616 PALM DRIVE, 1 FOOT AC1153'SOUTH OF THE SOUTH EDGE OF A HEDGE, ABOUT 1 FOOT BELOW THE LEVEL AC1153'OF THE DRIVE AND SET IN THE TOP OF A CONCRETE POST PROJECTING AC1153'0.1 FOOT. AC1153 AC1153 STATION RECOVERY (1978) AC1153 AC1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AC1153'RECOVERED IN GOOD CONDITION. AC1153 AC1153 STATION RECOVERY (1983) AC1153 AC1153'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983 AC1153'LOCATED AT FLORIDA CITY, ABOUT 0.55 MILE W ALONG PALM DRIVE FROM THE AC1153'INTERSECTION OF KROME AVE., 78 FEET NORTHWEST OF THE CENTER OF THE AC1153'INTERSECTION OF THE WEST BOUND LANE OF PALM DRIVE AND NORTHWEST 6 AC1153'STREET, 56.5 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LAND OF AC1153'THE DRIVE, 26.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FLORIDA AC1153'CITY PARKS AND RECREATION DEPT BUILDING AT 616 PALM DRIVE, 1 FOOT AC1153'SOUTH OF THE SOUTH EDGE OF A WHITE PICKET FENCE, ABOUT FLUSH WITH THE AC1153'DRIVE LEVEL AND FLUSH WITH THE GROUND AC1153 AC1153 STATION RECOVERY (1987) AC1153 AC1153'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD) AC1153'RECOVERED IN GOOD CONDITION. AC1153 AC1153 STATION RECOVERY (1988) AC1153 AC1153'RECOVERY NOTE BY US POWER SQUADRON 1988 (TD) AC1153'RECOVERED IN GOOD CONDITION. AC1153 AC1153 STATION RECOVERY (1993) AC1153 AC1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 AC1153'IN FLORIDA CITY, AT THE INTERSECTION OF PALM DRIVE AND NORTHWEST 6TH AC1153'AVENUE, 16.2 M (53.1 FT) NORTH OF AND LEVEL WITH THE CENTER OF THE AC1153'WESTBOUND LANES OF THE DRIVE, 14.1 M (46.3 FT) WEST OF THE CENTERLINE AC1153'OF THE AVENUE, 9.9 M (32.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF AC1153'THE BASE OF A TRAFFIC SIGNAL, 8.2 M (26.9 FT) SOUTHEAST OF THE AC1153'SOUTHEAST CORNER OF THE FLORIDA CITY DAY CARE CENTER, 0.5 M (1.6 FT) AC1153'SOUTH OF THE NORTH EDGE OF A PAVED PARKING LOT, AND THE MONUMENT IS AC1153'FLUSH WITH THE GROUND SURFACE. AC1153 AC1153 STATION RECOVERY (1994) AC1153 AC1153'RECOVERY NOTE BY FL DEPT OF ENV PRO 1994 (LGB) AC1153'RECOVERED AS DESCRIBED. AC1153 AC1153 STATION RECOVERY (2005) AC1153 AC1153'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2005 (MJW) AC1153'SW 344 ST --- 50' NORTH OF C/L AC1153'FLA CITY, NW* 6 AVE --- 45' WEST OF WEST EDGE OF PAVEMENT AC1153'ADDRESS 616 SW 344 ST --- 26.5' SE OF SE CORNER OF BLDG 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AC1161 *********************************************************************** AC1161 DESIGNATION - F 6 AC1161 PID - AC1161 AC1161 STATE/COUNTY- FL/MIAMI-DADE AC1161 USGS QUAD - HOMESTEAD (1994) AC1161 AC1161 *CURRENT SURVEY CONTROL AC1161 ___________________________________________________________________ AC1161* NAD 83(1986)- 25 26 52. (N) 080 27 07. (W) SCALED AC1161* NAVD 88 - 1.163 (meters) 3.82 (feet) ADJUSTED AC1161 ___________________________________________________________________ AC1161 GEOID HEIGHT- -24.92 (meters) GEOID03 AC1161 DYNAMIC HT - 1.161 (meters) 3.81 (feet) COMP AC1161 MODELED GRAV- 978,974.2 (mgal) NAVD 88 AC1161 AC1161 VERT ORDER - SECOND CLASS 0 AC1161 AC1161.The horizontal coordinates were scaled from a topographic map and have AC1161.an estimated accuracy of +/- 6 seconds. AC1161 AC1161.The orthometric height was determined by differential leveling AC1161.and adjusted by the National Geodetic Survey in June 1991. AC1161 AC1161.The geoid height was determined by GEOID03. AC1161 AC1161.The dynamic height is computed by dividing the NAVD 88 AC1161.geopotential number by the normal gravity value computed on the AC1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC1161.degrees latitude (g = 980.6199 gals.). AC1161 AC1161.The modeled gravity was interpolated from observed gravity values. AC1161 AC1161; North East Units Estimated Accuracy AC1161;SPC FL E - 123,550. 255,120. MT (+/- 180 meters Scaled) AC1161 AC1161 SUPERSEDED SURVEY CONTROL AC1161 AC1161 NGVD 29 (??/??/92) 1.628 (m) 5.34 (f) ADJ UNCH 2 0 AC1161 AC1161.Superseded values are not recommended for survey control. AC1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC1161.See file dsdata.txt to determine how the superseded data were derived. AC1161 AC1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ551146(NAD 83) AC1161_MARKER: Z = SEE DESCRIPTION AC1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT AC1161_STAMPING: DWC BM F 6 AC1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC1161+STABILITY: SURFACE MOTION AC1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC1161+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005 AC1161 AC1161 HISTORY - Date Condition Report By AC1161 HISTORY - UNK MONUMENTED FL-025 AC1161 HISTORY - 1970 GOOD NGS AC1161 HISTORY - 1987 GOOD USPSQD AC1161 HISTORY - 1988 GOOD USPSQD AC1161 HISTORY - 1989 GOOD USPSQD AC1161 HISTORY - 19901230 GOOD USPSQD AC1161 HISTORY - 20050830 GOOD DCPWD AC1161 AC1161 STATION DESCRIPTION AC1161 AC1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AC1161'1.4 MI E FROM FLORIDA CITY. AC1161'ABOUT 1.4 MILES EAST ALONG PALM DRIVE FROM THE INTERSECTION OF AC1161'U.S. HIGHWAY 1 AT FLORIDA CITY, 104 FEET SOUTHEAST OF THE AC1161'CENTER OF THE JUNCTION OF THE SOUTH LANE OF PALM DRIVE AND AC1161'162 ND AVENUE LEADING SOUTH, 59.7 FEET NORTH-NORTHWEST OF THE AC1161'NORTHWEST CORNER OF A CHAIN LINK FENCE AROUND A POWER AC1161'SUB-STATION, 22 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANE AC1161'OF PALM DRIVE, 19 FEET EAST OF A CONCRETE POWER LINE POLE, 1/2 AC1161'FOOT BELOW THE LEVEL OF PALM DRIVE AND SET IN THE TOP OF A AC1161'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND. AC1161 AC1161 STATION RECOVERY (1987) AC1161 AC1161'RECOVERY NOTE BY US POWER SQUADRON 1987 (LEM) AC1161'RECOVERED IN GOOD CONDITION. AC1161 AC1161 STATION RECOVERY (1988) AC1161 AC1161'RECOVERY NOTE BY US POWER SQUADRON 1988 (TD) AC1161'RECOVERED IN GOOD CONDITION. AC1161 AC1161 STATION RECOVERY (1989) AC1161 AC1161'RECOVERY NOTE BY US POWER SQUADRON 1989 (TD) AC1161'RECOVERED IN GOOD CONDITION. AC1161 AC1161 STATION RECOVERY (1990) AC1161 AC1161'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM) AC1161'RECOVERED IN GOOD CONDITION. AC1161 AC1161 STATION RECOVERY (2005) AC1161 AC1161'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2005 (MJW) AC1161'SW 344 ST --- 20' SOUTH OF C/L AC1161'SW 162 AVE --- 100' EAST OF C/L AC1161'107.82' SE OF A 3/4 INCH PIPE IN INTERSECTION, 3.5' NORTH OF A POWER AC1161'POLE 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AJ8353 *********************************************************************** AJ8353 DESIGNATION - FCE 3709 AJ8353 PID - AJ8353 AJ8353 STATE/COUNTY- FL/MIAMI-DADE AJ8353 USGS QUAD - PENNSUCO (1988) AJ8353 AJ8353 *CURRENT SURVEY CONTROL AJ8353 ___________________________________________________________________ AJ8353* NAD 83(1986)- 25 56 30. (N) 080 26 22. (W) SCALED AJ8353* NAVD 88 - 3.277 (meters) 10.75 (feet) ADJUSTED AJ8353 ___________________________________________________________________ AJ8353 GEOID HEIGHT- -24.82 (meters) GEOID03 AJ8353 DYNAMIC HT - 3.271 (meters) 10.73 (feet) COMP AJ8353 MODELED GRAV- 979,042.9 (mgal) NAVD 88 AJ8353 AJ8353 VERT ORDER - FIRST CLASS II AJ8353 AJ8353.The horizontal coordinates were scaled from a topographic map and have AJ8353.an estimated accuracy of +/- 6 seconds. AJ8353 AJ8353.The orthometric height was determined by differential leveling AJ8353.and adjusted by the National Geodetic Survey in June 2002. AJ8353 AJ8353.The geoid height was determined by GEOID03. AJ8353 AJ8353.The dynamic height is computed by dividing the NAVD 88 AJ8353.geopotential number by the normal gravity value computed on the AJ8353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ8353.degrees latitude (g = 980.6199 gals.). AJ8353 AJ8353.The modeled gravity was interpolated from observed gravity values. AJ8353 AJ8353; North East Units Estimated Accuracy AJ8353;SPC FL E - 178,270. 256,150. MT (+/- 180 meters Scaled) AJ8353 AJ8353 SUPERSEDED SURVEY CONTROL AJ8353 AJ8353.No superseded survey control is available for this station. AJ8353 AJ8353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ561693(NAD 83) AJ8353_MARKER: DD = SURVEY DISK AJ8353_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AJ8353_SP_SET: BRIDGE SIDEWALK AJ8353_STAMPING: FCE 3709 1973 JAX FLA AJ8353_MARK LOGO: USE AJ8353_MAGNETIC: N = NO MAGNETIC MATERIAL AJ8353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AJ8353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8353+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005 AJ8353 AJ8353 HISTORY - Date Condition Report By AJ8353 HISTORY - 1973 MONUMENTED USE AJ8353 HISTORY - 20001117 GOOD FLDEP AJ8353 HISTORY - 20050831 GOOD WEIDEN AJ8353 AJ8353 STATION DESCRIPTION AJ8353 AJ8353'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM) AJ8353'THE MARK IS ABOUT 9.5 MI (15.3 KM) NORTHWEST OF HIALEAH, 24.5 MI (39.4 AJ8353'KM) NORTH-NORTHWEST OF MIAMI, 33.0 MI (53.1 KM) NORTH OF HOMESTEAD, IN AJ8353'SECTION 9, TOWNSHIP 52 SOUTH, RANGE 39 EAST. TO REACH THE MARK FROM AJ8353'THE INTERSECTION OF U.S. HIGHWAY 27 AND THE EASTBOUND LANES OF AJ8353'INTERSTATE 75 (ALLIGATOR ALLEY) NEAR ANDYTOWN, GO SOUTH ON U.S. AJ8353'HIGHWAY 27 FOR 13.4 MI (21.6 KM) TO THE JUNCTION OF STATE ROAD 997 ON AJ8353'THE RIGHT, TURN RIGHT ON STATE ROAD 997 AND GO SOUTHWEST FOR 0.8 MI AJ8353'(1.3 KM) TO THE NORTHEAST END OF A BRIDGE SPANNING MIAMI CANAL C-6 AND AJ8353'THE MARK ON THE LEFT, SET FLUSH IN THE BRIDGE WALKWAY 0.9 FT (27.4 CM) AJ8353'ABOVE THE LEVEL OF STATE ROAD 997, LOCATED 14.6 FT (4.5 M) EAST OF THE AJ8353'CENTERLINE OF STATE ROAD 997 AND 10.7 FT (3.3 M) SOUTHWEST OF THE AJ8353'NORTHEAST END OF THE BRIDGE RAIL. AJ8353 AJ8353 STATION RECOVERY (2005) AJ8353 AJ8353'RECOVERY NOTE BY WEIDENER SURVEYING AND MAPPING 2005 AJ8353'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AJ8360 *********************************************************************** AJ8360 DESIGNATION - G 503 AJ8360 PID - AJ8360 AJ8360 STATE/COUNTY- FL/MIAMI-DADE AJ8360 USGS QUAD - PENNSUCO (1988) AJ8360 AJ8360 *CURRENT SURVEY CONTROL AJ8360 ___________________________________________________________________ AJ8360* NAD 83(1999)- 25 52 44.64732(N) 080 29 07.91353(W) ADJUSTED AJ8360* NAVD 88 - 1.809 (meters) 5.93 (feet) ADJUSTED AJ8360 ___________________________________________________________________ AJ8360 X - 949,160.250 (meters) COMP AJ8360 Y - -5,663,172.509 (meters) COMP AJ8360 Z - 2,767,004.053 (meters) COMP AJ8360 LAPLACE CORR- -1.84 (seconds) DEFLEC99 AJ8360 ELLIP HEIGHT- -22.91 (meters) (12/12/02) GPS OBS AJ8360 GEOID HEIGHT- -24.71 (meters) GEOID03 AJ8360 DYNAMIC HT - 1.806 (meters) 5.93 (feet) COMP AJ8360 MODELED GRAV- 979,036.5 (mgal) NAVD 88 AJ8360 AJ8360 HORZ ORDER - FIRST AJ8360 VERT ORDER - FIRST CLASS II AJ8360 ELLP ORDER - FOURTH CLASS I AJ8360 AJ8360.The horizontal coordinates were established by GPS observations AJ8360.and adjusted by the National Geodetic Survey in December 2002. AJ8360 AJ8360.The orthometric height was determined by differential leveling AJ8360.and adjusted by the National Geodetic Survey in June 2002. AJ8360 AJ8360.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8360 AJ8360.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8360 AJ8360.The ellipsoidal height was determined by GPS observations AJ8360.and is referenced to NAD 83. AJ8360 AJ8360.The geoid height was determined by GEOID03. AJ8360 AJ8360.The dynamic height is computed by dividing the NAVD 88 AJ8360.geopotential number by the normal gravity value computed on the AJ8360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ8360.degrees latitude (g = 980.6199 gals.). AJ8360 AJ8360.The modeled gravity was interpolated from observed gravity values. AJ8360 AJ8360; North East Units Scale Factor Converg. AJ8360;SPC FL E - 171,319.044 251,557.428 MT 0.99997399 +0 13 28.4 AJ8360;UTM 17 - 2,862,392.572 551,539.836 MT 0.99963280 +0 13 28.4 AJ8360 AJ8360! - Elev Factor x Scale Factor = Combined Factor AJ8360!SPC FL E - 1.00000360 x 0.99997399 = 0.99997759 AJ8360!UTM 17 - 1.00000360 x 0.99963280 = 0.99963640 AJ8360 AJ8360 SUPERSEDED SURVEY CONTROL AJ8360 AJ8360 NAVD 88 (12/12/02) 1.81 (m) 5.9 (f) LEVELING 3 AJ8360 AJ8360.Superseded values are not recommended for survey control. AJ8360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AJ8360.See file dsdata.txt to determine how the superseded data were derived. AJ8360 AJ8360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ5154062393(NAD 83) AJ8360_MARKER: F = FLANGE-ENCASED ROD AJ8360_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AJ8360_STAMPING: G 503 2000 AJ8360_MARK LOGO: NGS AJ8360_PROJECTION: FLUSH AJ8360_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8360+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005 AJ8360_ROD/PIPE-DEPTH: 4.8 meters AJ8360 AJ8360 HISTORY - Date Condition Report By AJ8360 HISTORY - 2000 MONUMENTED FLDEP AJ8360 HISTORY - 20020527 GOOD MAPTEC AJ8360 HISTORY - 20050831 GOOD WEIDEN AJ8360 AJ8360 STATION DESCRIPTION AJ8360 AJ8360'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM) AJ8360'THE MARK IS ABOUT 11.0 MI (17.7 KM) NORTHWEST OF HIALEAH, 25.0 MI AJ8360'(40.2 KM) NORTH-NORTHWEST OF MIAMI, 28.0 MI (45.1 KM) NORTH OF AJ8360'HOMESTEAD, IN SECTION 36, TOWNSHIP 52 SOUTH, RANGE 38 EAST. TO REACH AJ8360'THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND THE EASTBOUND AJ8360'LANES OF INTERSTATE 75 (ALLIGATOR ALLEY) NEAR ANDYTOWN, GO SOUTH ON AJ8360'U.S. HIGHWAY 27 FOR 13.4 MI (21.6 KM) TO THE JUNCTION OF STATE ROAD AJ8360'997 ON THE RIGHT, TURN RIGHT ON STATE ROAD 997 AND GO SOUTHWEST FOR AJ8360'0.8 MI (1.3 KM) TO THE NORTHEAST END OF A BRIDGE SPANNING MIAMI CANAL AJ8360'C-6 AND THE JUNCTION OF A LIME ROCK ROAD ON THE RIGHT, TURN RIGHT ON AJ8360'LIME ROCK ROAD AND GO WEST FOR 0.1 MI (0.2 KM) TO THE TOP OF A LEVEE AJ8360'(NO 30) , TURN LEFT ON THE LEVEE ROAD AND GO SOUTHWEST FOR 0.1 MI (0.2 AJ8360'KM) TO A LOCKED GATE, CONTINUE SOUTHWEST ON THE LEVEE ROAD FOR 5.0 MI AJ8360'(8.0 KM) TO A LOCKED GATE, CONTINUE SOUTH ON THE LEVEE ROAD FOR 0.05 AJ8360'MI (0.08 KM) TO THE JUNCTION OF AN ACCESS ROAD TO STATE ROAD 997 ON AJ8360'THE LEFT, CONTINUE SOUTH ON THE LEVEE ROAD FOR 0.05 MI (0.08 KM) TO A AJ8360'LOCKED GATE, CONTINUE SOUTH ON THE LEVER ROAD FOR 0.2 MI (0.3 KM) TO A AJ8360'TURNOUT ON THE LEFT AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD AJ8360'DRIVEN TO REFUSAL AT A DEPTH OF 15.6 FT (4.8 M) WITH A NGS LOGO CAP AJ8360'FLUSH WITH THE GROUND AND 10.0 FT (3.0 M) BELOW THE TOP OF THE LEVEE AJ8360'ROAD, THE DATUM POINT IS RECESSED 1.0 FT (0.3 M) BELOW THE LEVEL OF AJ8360'THE NGS LOGO CAP. LOCATED 95.0 FT (29.0 M) SOUTH OF THE APPROXIMATE AJ8360'CENTERLINE OF THE TURNOUT, 50.0 FT (15.2 M) EAST OF THE APPROXIMATE AJ8360'CENTERLINE OF THE LEVEE ROAD, 32.0 FT (9.8 M) WEST OF THE WEST EDGE OF AJ8360'THE CANAL AND 0.8 FT (24.4 CM) WEST OF A CARSONITE WITNESS POST. NOTE AJ8360'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. NOTE AJ8360'FOR KEY CONTACT SOUTH FLORIDA WATER MANAGEMENT DISTRICT AT 2195 AJ8360'NORTHEAST 8TH STREET HOMESTEAD, FL 33033, PHONE NUMBER 305-242-5955. AJ8360'NOTE A BAR MAGNET WAS PLACED INSIDE THE NGS LOGO CAP. AJ8360 AJ8360 STATION RECOVERY (2002) AJ8360 AJ8360'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP) AJ8360'STATION RECOVERY (2002) AJ8360'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CDP) AJ8360'RECOVERED AS DESCRIBED. AJ8360' AJ8360' AJ8360 AJ8360 STATION RECOVERY (2005) AJ8360 AJ8360'RECOVERY NOTE BY WEIDENER SURVEYING AND MAPPING 2005 AJ8360'RECOVERED IN GOOD CONDITION.