1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC3238 *********************************************************************** AC3238 DESIGNATION - C 274 RESET 1977 AC3238 PID - AC3238 AC3238 STATE/COUNTY- FL/DADE AC3238 USGS QUAD - HOMESTEAD (1994) AC3238 AC3238 *CURRENT SURVEY CONTROL AC3238 ___________________________________________________________________ AC3238* NAD 83(1986)- 25 23 56. (N) 080 28 07. (W) SCALED AC3238* NAVD 88 - 1.63 (+/-2cm) 5.3 (feet) VERTCON AC3238 ___________________________________________________________________ AC3238 GEOID HEIGHT- -24.77 (meters) GEOID99 AC3238 AC3238 VERT ORDER - THIRD (See Below) AC3238 AC3238.The horizontal coordinates were scaled from a topographic map and have AC3238.an estimated accuracy of +/- 6 seconds. AC3238 AC3238.The NAVD 88 height was computed by applying the VERTCON shift value to AC3238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AC3238.The vertical order pertains to the superseded datum. AC3238 AC3238.The geoid height was determined by GEOID99. AC3238 AC3238; North East Units Estimated Accuracy AC3238;SPC FL E - 118,130. 253,470. MT (+/- 180 meters Scaled) AC3238 AC3238 SUPERSEDED SURVEY CONTROL AC3238 AC3238 NGVD 29 - 2.10 (m) 6.9 (f) RESET 3 AC3238 AC3238.Superseded values are not recommended for survey control. AC3238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC3238.See file dsdata.txt to determine how the superseded data were derived. AC3238 AC3238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ534092(NAD 83) AC3238_MARKER: DB = BENCH MARK DISK AC3238_SETTING: 0 = UNSPECIFIED SETTING AC3238_STAMPING: C 274 RESET 1977 AC3238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC3238 AC3238 HISTORY - Date Condition Report By AC3238 HISTORY - 1977 MONUMENTED NGS AC3238 AC3238 STATION DESCRIPTION AC3238 AC3238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 AC3238'3.3 MI SOUTH FROM FLORIDA CITY. AC3238'3.3 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM ITS JUNCTION WITH PALM AC3238'DRIVE AT FLORIDA CITY, 262.0 FEET NORTH-NORTHEAST OF MILEPOST 124, AC3238'55.0 FEET EAST OF TELEPHONE POLE WITH NUMBER 618 PAINTED ON IT, AC3238'22.0 FEET EAST OF CENTER OF U.S. HIGHWAY 1, AND 1.0 FOOT NORTH AC3238'OF THE SOUTH SIDE OF THE CONCRETE VALUE BOX AND IN THE TOP OF THE AC3238'SOUTH SIDE OF THE 9.5 X 11.0 FOOT CONCRETE VALUE BOX THAT IS AC3238'FLUSH WITH HIGHWAY. AC3238'THE MARK IS 2.0 FT NW FROM A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC2297 *********************************************************************** AC2297 DESIGNATION - CAUSE 2 RM 4 AC2297 PID - AC2297 AC2297 STATE/COUNTY- FL/DADE AC2297 USGS QUAD - MIAMI (1994) AC2297 AC2297 *CURRENT SURVEY CONTROL AC2297 ___________________________________________________________________ AC2297* NAD 83(1986)- 25 50 53. (N) 080 10 38. (W) SCALED AC2297* NAVD 88 - 5.31 (meters) 17.4 (feet) RESET AC2297 ___________________________________________________________________ AC2297 GEOID HEIGHT- -25.46 (meters) GEOID99 AC2297 AC2297 VERT ORDER - THIRD AC2297 AC2297.The horizontal coordinates were scaled from a topographic map and have AC2297.an estimated accuracy of +/- 6 seconds. AC2297 AC2297.The orthometric height was computed from unverified reset data. AC2297 AC2297.The geoid height was determined by GEOID99. AC2297 AC2297; North East Units Estimated Accuracy AC2297;SPC FL E - 168,040. 282,480. MT (+/- 180 meters Scaled) AC2297 AC2297 SUPERSEDED SURVEY CONTROL AC2297 AC2297.No superseded survey control is available for this station. AC2297 AC2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ824591(NAD 83) AC2297_MARKER: DR = REFERENCE MARK DISK AC2297_SETTING: 30 = WALKWAY AC2297_STAMPING: CAUSE 2 NO 4 1971 AC2297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC2297 AC2297 HISTORY - Date Condition Report By AC2297 HISTORY - 1971 MONUMENTED NGS AC2297 AC2297 STATION DESCRIPTION AC2297 AC2297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 AC2297'AT NE MIAMI. AC2297'AT MIAMI, IN THE LITTLE RIVER SECTION OF MIAMI, ABOUT 0.7 MILES AC2297'EAST ALONG NE 79TH STREET FROM THE CROSSING OF THE FLORIDA EAST AC2297'COAST RAILROAD AT LITTLE RIVER, NEAR THE WEST END OF A CONCRETE AC2297'WALKWAY AT THE NORTHWEST CORNER OF THE NEW 79TH STREET CAUSEWAY AC2297'BRIDGE OVER THE INTRA COASTAL WATERWAY, 2.2 FEET SOUTH OF THE AC2297'NORTH GUARDRAIL, 2.9 FEET NORTH OF THE SOUTH EDGE OF WALKWAY AND AC2297'SET FLUSH IN A DRILLHOLE IN THE CONCRETE WALKWAY. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC3593 *********************************************************************** AC3593 DESIGNATION - CAUSEWAY 2 AC3593 PID - AC3593 AC3593 STATE/COUNTY- FL/DADE AC3593 USGS QUAD - MIAMI (1994) AC3593 AC3593 *CURRENT SURVEY CONTROL AC3593 ___________________________________________________________________ AC3593* NAD 83(1990)- 25 50 53.09729(N) 080 10 21.53442(W) ADJUSTED AC3593* NAVD 88 - 4.69 (meters) 15.4 (feet) RESET AC3593 ___________________________________________________________________ AC3593 LAPLACE CORR- -3.86 (seconds) DEFLEC99 AC3593 GEOID HEIGHT- -25.48 (meters) GEOID99 AC3593 AC3593 HORZ ORDER - SECOND AC3593 VERT ORDER - THIRD AC3593 AC3593.The horizontal coordinates were established by classical geodetic methods AC3593.and adjusted by the National Geodetic Survey in May 1991. AC3593 AC3593.The orthometric height was computed from unverified reset data. AC3593 AC3593.The Laplace correction was computed from DEFLEC99 derived deflections. AC3593 AC3593.The geoid height was determined by GEOID99. AC3593 AC3593; North East Units Scale Converg. AC3593;SPC FL E - 168,046.467 282,935.715 MT 1.00002608 +0 21 38.6 AC3593;UTM 17 - 2,859,121.112 582,907.418 MT 0.99968487 +0 21 38.6 AC3593 AC3593: Primary Azimuth Mark Grid Az AC3593:SPC FL E - FLAGLER MEMORIAL 163 38 56.1 AC3593:UTM 17 - FLAGLER MEMORIAL 163 38 56.1 AC3593 AC3593|---------------------------------------------------------------------| AC3593| PID Reference Object Distance Geod. Az | AC3593| dddmmss.s | AC3593| AC3596 MIAMI RAD STA WIOD TOWER APPROX. 1.8 KM 0823116.8 | AC3593| AC3595 MIAMI RAD STA WIOD MAST APPROX. 1.8 KM 0845814.9 | AC3593| CW8060 CAUSEWAY 2 RM 4 13.599 METERS 09449 | AC3593| AC3591 PELICAN APPROX. 0.5 KM 1034232.0 | AC3593| AC3552 FLAGLER MEMORIAL APPROX. 7.2 KM 1640034.7 | AC3593| AC3592 CAUSEWAY 2 RM 5 13.305 METERS 17919 | AC3593| AC2219 CAUSEWAY RM 1 18.615 METERS 27640 | AC3593| AC2220 CAUSEWAY 14.154 METERS 28148 | AC3593| AC2222 CAUSEWAY RM 2 25.481 METERS 31145 | AC3593| AC2221 CAUSEWAY RM 3 21.997 METERS 31918 | AC3593|---------------------------------------------------------------------| AC3593 AC3593 SUPERSEDED SURVEY CONTROL AC3593 AC3593 NAD 83(1986)- 25 50 53.10031(N) 080 10 21.53784(W) AD( ) 2 AC3593 NAD 27 - 25 50 51.75442(N) 080 10 22.36724(W) AD( ) 2 AC3593 NGVD 29 - 5.15 (m) 16.9 (f) LEVELING 3 AC3593 AC3593.Superseded values are not recommended for survey control. AC3593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC3593.See file dsdata.txt to determine how the superseded data were derived. AC3593 AC3593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8290759121(NAD 83) AC3593_MARKER: DS = TRIANGULATION STATION DISK AC3593_SETTING: 0 = UNSPECIFIED SETTING AC3593 AC3593 HISTORY - Date Condition Report By AC3593 HISTORY - 1971 MONUMENTED NGS AC3593 HISTORY - 1971 GOOD NGS AC3593 AC3593 STATION DESCRIPTION AC3593 AC3593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS) AC3593'STATION IS LOCATED IN THE LITTLE RIVER SECTION OF NORTHEAST MIAMI, AC3593'IN THE WEST END OF CONCRETE WALKWAY AND NEAR THE NORTHWEST CORNER AC3593'OF THE NEW 79TH STREET CAUSEWAY BRIDGE OVER THE INTRA COASTAL WATER AC3593'WAY. STATION, A STANDARD DISK SET FLUSH IN A DRILLHOLE IN THE AC3593'CONCRETE WALKWAY AND STAMPED CAUSE 2 1971, IS 45 FEET NORTH OF AC3593'THE CENTERLINE OF MEDIAN, 2.6 FEET SOUTH OF THE NORTH GUARDRAIL AC3593'AND 2.6 FEET NORTH OF THE SOUTH EDGE OF WALKWAY. AC3593' AC3593'TO REACH FROM THE FLORIDA EAST COAST RAILROAD CROSSING AT LITTLE AC3593'RIVER, GO EAST ALONG 79TH STREET FOR 0.7 MILE TO WEST END OF NEW AC3593'CAUSEWAY AND STATION AS DESCRIBED. AC3593' AC3593'REFERENCE MARK NO. 4, A STANDARD DISK SET FLUSH IN A DRILLHOLE IN AC3593'THE CONCRETE WALKWAY AND STAMPED CAUSE 2 NO 4 1971, IS 2.9 FEET AC3593'NORTH OF THE SOUTH EDGE OF WALKWAY AND 2.2 FEET SOUTH OF THE NORTH AC3593'EDGE OF GUARDRAIL. AC3593' AC3593'REFERENCE MARK NO. 5, A STANDARD DISK SET FLUSH IN A DRILLHOLE AC3593'OF CONCRETE MEDIAN AND STAMPED CAUSE 2 NO 5 1971, IS 1.3 FEET AC3593'NORTH OF THE CENTERLINE OF MEDIAN AND 0.5 FEET SOUTH OF THE NORTH AC3593'EDGE OF MEDIAN. AC3593' AC3593'NOTE--CAUSEWAY 1934, REFERENCE MARKS NOS. 1, 2 AND 3 WILL BE AC3593'DESTROYED BEFORE THE OLD CAUSEWAY IS DEMOLISHED. AC3593 AC3593 STATION RECOVERY (1971) AC3593 AC3593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (NCA) AC3593'THE STATION, REFERENCE MARKS 4 AND 5 WERE RECOVERED AS DESCRIBED AC3593'AND IN GOOD CONDITION. THE OBSERVED ANGLES TO ALL OBJECTS AC3593'CHECKED. THE DISTANCES TO CAUSEWAY 1934, REFERENCE MARKS 4 AND 5 AC3593'CHECKED. THE DISTANCES TO CAUSEWAY 1934 REFERENCE MARKS 1, 2 AND AC3593'3 WERE FOUND LONGER BY .014 METERS, .164 METERS AND .042 METERS. AC3593'A SECOND MEASUREMENT WAS MADE TO THESE MARKS WITH THE RESULTS AC3593'BEING THE SAME. CAUSEWAY 1934 AND REFERENCE MARKS 1, 2 AND 3 AC3593'WILL BE DESTROYED (WHEN THE OLD CAUSEWAY IS TORN DOWN). THE AC3593'STATION, REFERENCE MARKS 4 AND 5 WERE STAMPED CAUSE 2 BUT AC3593'WAS CHANGED TO CAUSEWAY 2 AT THIS TIME. A COMPLETE NEW AC3593'DESCRIPTION FOLLOWS. AC3593' AC3593'STATION IS LOCATED IN THE LITTLE RIVER SECTION OF NORTHEAST MIAMI, AC3593'IN THE WEST END OF THE NORTH WALKWAY OF AND IN THE NORTHWEST CORNER AC3593'OF THE JOHN F. KENNEDY CAUSEWAY OVER THE INTRACOASTAL WATERWAY. AC3593' AC3593'TO REACH THE STATION FROM THE FLORIDA EAST COAST RAILROAD CROSSING AC3593'OF 79 STREET IN LITTLE RIVER, GO EAST ON 79 STREET FOR 0.7 MILE TO AC3593'THE WEST END OF THE CAUSEWAY AND THE STATION ON THE LEFT AS AC3593'DESCRIBED. AC3593' AC3593'STATION MARK, STAMPED CAUSEWAY 2 1971, IS A STANDARD DISK CEMENTED AC3593'IN A DRILL HOLE IN A CONCRETE SIDEWALK. IT IS 45 FEET NORTH OF AC3593'CENTER OF THE CONCRETE MEDIAN STRIP OF THE CAUSEWAY, 15.5 FEET EAST AC3593'OF THE NORTHWEST CORNER OF THE CAUSEWAY, 2.6 FEET SOUTH OF THE AC3593'NORTH GUARD RAIL AND 2.6 FEET NORTH OF THE SOUTH EDGE OF THE AC3593'SIDEWALK. AC3593' AC3593'REFERENCE MARK 4, STAMPED CAUSEWAY 2 NO 4 1971, IS A STANDARD DISK AC3593'CEMENTED IN A DRILLHOLE IN THE NORTH SIDEWALK OF THE CAUSEWAY. IT AC3593'IS 60 FEET EAST OF THE NORTHWEST CORNER OF THE CAUSEWAY, 2.9 FEET AC3593'NORTH OF THE SOUTH EDGE OF THE SIDEWALK AND 2.2 FEET SOUTH OF THE AC3593'GUARD RAIL. AC3593' AC3593'REFERENCE MARK 5, STAMPED CAUSEWAY 2 NO 5 1971, IS A STANDARD DISK AC3593'CEMENTED IN A DRILL HOLE IN THE CONCRETE MEDIAN STRIP OF THE AC3593'CAUSEWAY. IT IS 50 FEET SOUTH OF THE NORTHWEST CORNER OF THE AC3593'CAUSEWAY, 1.3 FEET NORTH OF THE CENTER OF THE MEDIAN STRIP AND 0.5 AC3593'FEET SOUTH OF THE NORTH EDGE OF THE MEDIAN STRIP. AC3593' AC3593'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET. AC3593' AC3593'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AC3593'IN THE LITTLE RIVER SECTION OF NORTHEAST MIAMI. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC3592 *********************************************************************** AC3592 DESIGNATION - CAUSEWAY 2 RM 5 AC3592 PID - AC3592 AC3592 STATE/COUNTY- FL/DADE AC3592 USGS QUAD - MIAMI (1994) AC3592 AC3592 *CURRENT SURVEY CONTROL AC3592 ___________________________________________________________________ AC3592* NAD 83(1990)- 25 50 52.66497(N) 080 10 21.52878(W) ADJUSTED AC3592* NAVD 88 - 5.00 (meters) 16.4 (feet) RESET AC3592 ___________________________________________________________________ AC3592 LAPLACE CORR- -3.86 (seconds) DEFLEC99 AC3592 GEOID HEIGHT- -25.48 (meters) GEOID99 AC3592 AC3592 HORZ ORDER - SECOND AC3592 VERT ORDER - THIRD AC3592 AC3592.The horizontal coordinates were established by classical geodetic methods AC3592.and adjusted by the National Geodetic Survey in May 1991. AC3592 AC3592.The orthometric height was computed from unverified reset data. AC3592 AC3592.The Laplace correction was computed from DEFLEC99 derived deflections. AC3592 AC3592.The geoid height was determined by GEOID99. AC3592 AC3592; North East Units Scale Converg. AC3592;SPC FL E - 168,033.163 282,935.956 MT 1.00002608 +0 21 38.6 AC3592;UTM 17 - 2,859,107.813 582,907.659 MT 0.99968487 +0 21 38.6 AC3592 AC3592: Primary Azimuth Mark Grid Az AC3592:SPC FL E - PELICAN 101 55 17.6 AC3592:UTM 17 - PELICAN 101 55 17.6 AC3592 AC3592|---------------------------------------------------------------------| AC3592| PID Reference Object Distance Geod. Az | AC3592| dddmmss.s | AC3592| AC3591 PELICAN APPROX. 0.5 KM 1021656.2 | AC3592| AC2220 CAUSEWAY 21.419 METERS 31909 | AC3592| AC3593 CAUSEWAY 2 13.305 METERS 35919 | AC3592|---------------------------------------------------------------------| AC3592 AC3592 SUPERSEDED SURVEY CONTROL AC3592 AC3592 NAD 83(1986)- 25 50 52.66805(N) 080 10 21.53220(W) AD( ) 2 AC3592 NAD 27 - 25 50 51.32209(N) 080 10 22.36160(W) AD( ) 2 AC3592 NGVD 29 - 5.45 (m) 17.9 (f) LEVELING 3 AC3592 AC3592.Superseded values are not recommended for survey control. AC3592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC3592.See file dsdata.txt to determine how the superseded data were derived. AC3592 AC3592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8290859108(NAD 83) AC3592_MARKER: DS = TRIANGULATION STATION DISK AC3592_SETTING: 0 = UNSPECIFIED SETTING AC3592 AC3592 HISTORY - Date Condition Report By AC3592 HISTORY - 1971 MONUMENTED NGS AC3592 AC3592 STATION DESCRIPTION AC3592 AC3592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (NCA) AC3592'FOR THE TO-REACH AND THE WRITE-UP OF THIS STATION, REFER TO THE AC3592'DESCRIPTION OF STATION CAUSEWAY 2 1971. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC3236 *********************************************************************** AC3236 DESIGNATION - E 274 RESET 1977 AC3236 PID - AC3236 AC3236 STATE/COUNTY- FL/DADE AC3236 USGS QUAD - GLADES (1994) AC3236 AC3236 *CURRENT SURVEY CONTROL AC3236 ___________________________________________________________________ AC3236* NAD 83(1986)- 25 18 36. (N) 080 26 57. (W) SCALED AC3236* NAVD 88 - 1.32 (+/-2cm) 4.3 (feet) VERTCON AC3236 ___________________________________________________________________ AC3236 GEOID HEIGHT- -24.59 (meters) GEOID99 AC3236 AC3236 VERT ORDER - THIRD (See Below) AC3236 AC3236.The horizontal coordinates were scaled from a topographic map and have AC3236.an estimated accuracy of +/- 6 seconds. AC3236 AC3236.The NAVD 88 height was computed by applying the VERTCON shift value to AC3236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AC3236.The vertical order pertains to the superseded datum. AC3236 AC3236.The geoid height was determined by GEOID99. AC3236 AC3236; North East Units Estimated Accuracy AC3236;SPC FL E - 108,290. 255,460. MT (+/- 180 meters Scaled) AC3236 AC3236 SUPERSEDED SURVEY CONTROL AC3236 AC3236 NGVD 29 - 1.79 (m) 5.9 (f) RESET 3 AC3236 AC3236.Superseded values are not recommended for survey control. AC3236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC3236.See file dsdata.txt to determine how the superseded data were derived. AC3236 AC3236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH554993(NAD 83) AC3236_MARKER: DB = BENCH MARK DISK AC3236_SETTING: 30 = VALUE BOX AC3236_STAMPING: E 274 RESET 1977 AC3236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC3236 AC3236 HISTORY - Date Condition Report By AC3236 HISTORY - 1977 MONUMENTED NGS AC3236 AC3236 STATION DESCRIPTION AC3236 AC3236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 AC3236'9.3 MI SOUTH FROM FLORIDA CITY. AC3236'9.3 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF PALM AC3236'DRIVE IN FLORIDA CITY, DIRECTLY ACROSS THE HIGHWAY FROM POWERLINE AC3236'POLE NUMBER 73, 20.5 FEET WEST OF THE CENTER OF HIGHWAY, 1.0 FOOT AC3236'SOUTH OF THE NORTH EDGE OF A 6.5 FOOT SQUARE CONCRETE VALUE BOX, AC3236'AND IN TOP OF THE CONCRETE VALUE BOX. AC3236'THE MARK IS 2.0 FT SE FROM A WITNESS POST. AC3236'THE MARK IS 0.6 FT BELOW HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC4643 *********************************************************************** AC4643 DESIGNATION - E 314 RESET AC4643 PID - AC4643 AC4643 STATE/COUNTY- FL/DADE AC4643 USGS QUAD - NORTH MIAMI (1988) AC4643 AC4643 *CURRENT SURVEY CONTROL AC4643 ___________________________________________________________________ AC4643* NAD 83(1986)- 25 55 47. (N) 080 07 46. (W) SCALED AC4643* NAVD 88 - 2.18 (meters) 7.2 (feet) RESET AC4643 ___________________________________________________________________ AC4643 GEOID HEIGHT- -25.65 (meters) GEOID99 AC4643 AC4643 VERT ORDER - THIRD AC4643 AC4643.The horizontal coordinates were scaled from a topographic map and have AC4643.an estimated accuracy of +/- 6 seconds. AC4643 AC4643.The orthometric height was computed from unverified reset data. AC4643.No vertical observational check was made to the station. AC4643 AC4643.The geoid height was determined by GEOID99. AC4643 AC4643; North East Units Estimated Accuracy AC4643;SPC FL E - 177,120. 287,210. MT (+/- 180 meters Scaled) AC4643 AC4643 SUPERSEDED SURVEY CONTROL AC4643 AC4643 NGVD 29 - 2.66 (m) 8.7 (f) RESET 3 AC4643 AC4643.Superseded values are not recommended for survey control. AC4643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC4643.See file dsdata.txt to determine how the superseded data were derived. AC4643 AC4643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ871681(NAD 83) AC4643_MARKER: DB = BENCH MARK DISK AC4643_SETTING: 40 = ATTENUATOR AC4643_STAMPING: E 314 RESET 1988 AC4643_MARK LOGO: LOCENG AC4643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AC4643+STABILITY: POSITION/ELEVATION WELL AC4643 AC4643 HISTORY - Date Condition Report By AC4643 HISTORY - 1988 MONUMENTED LOCENG AC4643 AC4643 STATION DESCRIPTION AC4643 AC4643'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988 AC4643'0.5 MI EAST FROM SUNNY ISLES. AC4643'0.5 MILE EAST ALONG STATE HIGHWAY 826 FROM THE JUNCTION OF STATE HIGHW AC4643'A1A (COLLINS AVENUE) IN SUNNY ISLES, TO THE NORTH ANTENUATOR AC4643'STRUCTURE ON EAST APPROACH TO WESTBOUND BRIDGE STATE ROUTE 826 AC4643'THE INTERCOASTAL WATERWAY. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC3250 *********************************************************************** AC3250 DESIGNATION - G 269 RESET 1979 AC3250 PID - AC3250 AC3250 STATE/COUNTY- FL/DADE AC3250 USGS QUAD - KEY BISCAYNE (1994) AC3250 AC3250 *CURRENT SURVEY CONTROL AC3250 ___________________________________________________________________ AC3250* NAD 83(1986)- 25 44 42. (N) 080 13 28. (W) SCALED AC3250* NAVD 88 - 3.45 (meters) 11.3 (feet) RESET AC3250 ___________________________________________________________________ AC3250 GEOID HEIGHT- -25.38 (meters) GEOID99 AC3250 AC3250 VERT ORDER - THIRD AC3250 AC3250.The horizontal coordinates were scaled from a topographic map and have AC3250.an estimated accuracy of +/- 6 seconds. AC3250 AC3250.The orthometric height was computed from unverified reset data. AC3250.No vertical observational check was made to the station. AC3250 AC3250.The geoid height was determined by GEOID99. AC3250 AC3250; North East Units Estimated Accuracy AC3250;SPC FL E - 156,600. 277,810. MT (+/- 180 meters Scaled) AC3250 AC3250 SUPERSEDED SURVEY CONTROL AC3250 AC3250.No superseded survey control is available for this station. AC3250 AC3250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ777476(NAD 83) AC3250_MARKER: DB = BENCH MARK DISK AC3250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC3250_STAMPING: G 269 RESET 1979 AC3250_PROJECTION: FLUSH AC3250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC3250+STABILITY: SURFACE MOTION AC3250 AC3250 HISTORY - Date Condition Report By AC3250 HISTORY - 1979 MONUMENTED NGS AC3250 AC3250 STATION DESCRIPTION AC3250 AC3250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 AC3250'0.25 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM ITS JUNCTION WITH AC3250'SOUTHWEST THIRD AVENUE, (WHICH IS ABOUT 2.3 MILES SOUTHWEST OF AC3250'THE COURTHOUSE IN DOWNTOWN MIAMI), IS ABOUT 90 YARDS NORTH OF THE AC3250'JUNCTION OF U.S. HIGHWAY 1 AND TALUGA DRIVE, 65.0 FEET NORTHWEST AC3250'OF THE NORTHWEST EDGE OF THE SOUTHBOUND LANE OF U.S. HIGHWAY 1, AC3250'62.0 FEET NORTHEAST OF A 6-FOOT CYCLONE FENCE, 22.0 FEET AC3250'NORTHEAST OF THE CENTER OF GATE IN FENCE, AND 7.0 FEET SOUTHEAST AC3250'OF A 6-FOOT CYCLONE FENCE. AC3250'THE MARK IS 0.9 FT SW FROM A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC3167 *********************************************************************** AC3167 DESIGNATION - HOMESTEAD 2 AC3167 PID - AC3167 AC3167 STATE/COUNTY- FL/DADE AC3167 USGS QUAD - HOMESTEAD (1994) AC3167 AC3167 *CURRENT SURVEY CONTROL AC3167 ___________________________________________________________________ AC3167* NAD 83(1990)- 25 27 44.50657(N) 080 28 37.82976(W) ADJUSTED AC3167* NAVD 88 - 1.78 (meters) 5.8 (feet) RESET AC3167 ___________________________________________________________________ AC3167 LAPLACE CORR- -3.27 (seconds) DEFLEC99 AC3167 GEOID HEIGHT- -24.86 (meters) GEOID99 AC3167 AC3167 HORZ ORDER - THIRD AC3167 VERT ORDER - THIRD AC3167 AC3167.The horizontal coordinates were established by classical geodetic methods AC3167.and adjusted by the National Geodetic Survey in May 1991. AC3167.No horizontal observational check was made to the station. AC3167 AC3167.The orthometric height was computed from unverified reset data. AC3167 AC3167.The Laplace correction was computed from DEFLEC99 derived deflections. AC3167 AC3167.The geoid height was determined by GEOID99. AC3167 AC3167; North East Units Scale Converg. AC3167;SPC FL E - 125,159.955 252,577.381 MT 0.99997530 +0 13 29.2 AC3167;UTM 17 - 2,816,249.233 552,559.441 MT 0.99963411 +0 13 29.2 AC3167 AC3167: Primary Azimuth Mark Grid Az AC3167:SPC FL E - HOMESTEAD AZ MK RESET 088 23 20.7 AC3167:UTM 17 - HOMESTEAD AZ MK RESET 088 23 20.7 AC3167 AC3167|---------------------------------------------------------------------| AC3167| PID Reference Object Distance Geod. Az | AC3167| dddmmss.s | AC3167| AC4316 HOMESTEAD AZ MK RESET APPROX. 0.8 KM 0883649.9 | AC3167| AC3168 HOMESTEAD RM 5 53.270 METERS 24525 | AC3167| AC4314 HOMESTEAD RM 4 71.083 METERS 26126 | AC3167| AC1187 HOMESTEAD RESET 36.810 METERS 27837 | AC3167| AC1188 DA 125 33.638 METERS 32526 | AC3167| AC1189 HOMESTEAD RM 1 35.134 METERS 35517 | AC3167|---------------------------------------------------------------------| AC3167 AC3167 SUPERSEDED SURVEY CONTROL AC3167 AC3167 NAD 83(1986)- 25 27 44.50535(N) 080 28 37.82859(W) AD( ) 3 AC3167 NAD 27 - 25 27 43.10419(N) 080 28 38.62458(W) AD( ) 3 AC3167 NGVD 29 - 2.24 (m) 7.3 (f) LEVELING 3 AC3167 AC3167.Superseded values are not recommended for survey control. AC3167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC3167.See file dsdata.txt to determine how the superseded data were derived. AC3167 AC3167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ5255916249(NAD 83) AC3167_MARKER: DS = TRIANGULATION STATION DISK AC3167_SETTING: 30 = CURB AC3167_STAMPING: HOMESTEAD 2 1973 AC3167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC3167 AC3167 HISTORY - Date Condition Report By AC3167 HISTORY - 1973 MONUMENTED NGS AC3167 HISTORY - 1973 GOOD NGS AC3167 HISTORY - 1986 GOOD USPSQD AC3167 HISTORY - 19901231 GOOD USPSQD AC3167 HISTORY - 19940813 GOOD USPSQD AC3167 AC3167 STATION DESCRIPTION AC3167 AC3167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN) AC3167'STATION IS LOCATED AT THE SOUTH EDGE OF HOMESTEAD ON THE BOUNDRY AC3167'LINE BETWEEN FLORIDA CITY AND HOMESTEAD AND AT THE JUNCTION OF AC3167'KROME AVENUE AND SW 8TH STREET (LUCY STREET). AC3167' AC3167'TO REACH THE STATION FROM THE POST OFFICE IN HOMESTEAD, GO WEST AC3167'ON SE 8TH STREET FOR 0.1 MILE TO KROME AVENUE. TURN LEFT AND GO AC3167'SOUTH ON KROME AVENUE FOR 1.1 MILES TO THE JUNCTION OF SW 8TH AC3167'STREET AND THE STATION ON LEFT. AC3167' AC3167'STATION MARK, A STANDARD DISK STAMPED HOMESTEAD 2 1973, IS CEMENTED AC3167'IN A DRILL HOLE ON THE EAST CURB OF KROME AVENUE. IT IS 61 FEET AC3167'SOUTHEAST OF THE CENTER OF AN IRON MANHOLE COVER IN THE APPROXIMATE AC3167'CENTER OF INTERSECTION, 47 FEET SOUTH OF THE CENTER OF SW 8TH AC3167'STREET, 38.5 FEET SOUTHWEST OF A POWER LINE POLE, 35 FEET EAST OF AC3167'THE CENTER OF KROME AVENUE AND 9 FEET SOUTHWEST OF AN UTILITY AC3167'POLE. AC3167' AC3167'REFERENCE MARK 1, A STANDARD DISK STAMPED HOMESTEAD NO 1 1935, IS AC3167'CEMENTED IN A DRILL HOLE ON THE EAST CURB OF KROME AVENUE, 69 AC3167'FEET NORTH-NORTHEAST OF THE CENTER OF THE MANHOLE COVER, 49 FEET AC3167'NORTHWEST OF A FIRE HYDRANT, 43 FEET SOUTH OF A LARGE PALM TREE AC3167'AND 26 FEET EAST OF THE CENTER OF KROME AVENUE. AC3167' AC3167'REFERENCE MARK 5, A STANDARD DISK STAMPED HOMESTEAD NO 5 1935 1972, AC3167'IS CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK ON THE NORTH AC3167'SIDE OF A RESTAURANT BUILDING. IT IS 118 FEET SOUTH OF THE CENTER AC3167'OF SW 8TH STREET, 37 FEET WEST OF THE NORTHEAST CORNER OF THE AC3167'RESTAURANT BUILDING AND 7.5 FEET NORTHWEST OF THE NORTHWEST AC3167'CORNER OF RESTAURANT BUILDING. AC3167' AC3167'DA 125 (FLA. GEOD. S.) IS A STANDARD DISK STAMPED DA 125, IS SET AC3167'IN THE TOP OF A 5-1/2 INCH SQUARE CONCRETE POST THAT PROJECTS AC3167'6-INCHES AND IS LEANING SLIGHTLY TO THE NORTH AND WEST AND IS AC3167'CHIPPED ON THE SOUTHWEST CORNER. THE MONUMENT IS FIRM IN THE AC3167'GROUND. IS 48.7 FEET NORTHWEST OF THE MANHOLE COVER AND 1.2 FEET AC3167'EAST OF MAIL DEPOSIT BOX. AC3167' AC3167'STATION HOMESTEAD, A STANDARD DISK STAMPED HOMESTEAD 1935 1961, IS AC3167'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS SET AC3167'2-INCHES BELOW THE GROUND SURFACE. IT IS 90 FEET SOUTHWEST OF THE AC3167'IRON MANHOLE COVER, 32 FEET EAST OF A POWER LINE POLE, 28 FEET AC3167'SOUTH OF THE CENTER OF SW 8TH STREET, 1.5 FEET EAST OF A METAL AC3167'WITNESS POST, 1 FOOT SOUTH OF A METAL WITNESS POST AND ON LINE AC3167'WITH THE POWER LINE POLES. AC3167' AC3167'AZIMUTH MARK, A STANDARD DISK STAMPED HOMESTEAD 1935 1972, IS SET AC3167'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS AC3167'SET FLUSH. IT IS 0.55 MILE EAST ALONG SW 8TH STREET FROM THE AC3167'STATION, 90 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FENCE AC3167'AROUND THE WATER TREATMENT PLANT, 38.5 FEET NORTH OF THE CENTER AC3167'OF SW 8TH STREET, 35 FEET WEST OF THE CENTER OF GRAVELED ROAD TO AC3167'THE NORTH AND 2.6 FEET SOUTHWEST OF A POWER LINE POLE. AC3167' AC3167'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AC3167 AC3167 STATION RECOVERY (1973) AC3167 AC3167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AC3167'AT FLORIDA CITY. AC3167'0.1 MILE WEST ALONG NE 8TH STREET FROM THE POST OFFICE IN AC3167'HOMESTEAD, THENCE SOUTH ALONG KROME AVENUE FOR 1.1 MILES TO AC3167'THE INTERSECTION OF SW 8TH STREET (LUCY STREET), 61 FEET SOUTHEAST AC3167'OF THE CENTER OF A MANHOLE COVER IN THE APPROXIMATE CENTER OF AC3167'KROME AVENUE AND SW 8TH STREET, 47 FEET SOUTH OF THE CENTER AC3167'OF SW 8TH STREET, 38.5 FEET SOUTHWEST OF A POWER LINE POLE, 35 AC3167'FEET EAST OF THE CENTER OF KROME STREET, 9 FEET SOUTHWEST OF A AC3167'UTILITY POLE AND A DISK CEMENTED IN THE EAST CURB OF KROME AC3167'STREET. AC3167 AC3167 STATION RECOVERY (1986) AC3167 AC3167'RECOVERY NOTE BY US POWER SQUADRON 1986 (LEM) AC3167'RECOVERED IN GOOD CONDITION. AC3167 AC3167 STATION RECOVERY (1990) AC3167 AC3167'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM) AC3167'RECOVERED IN GOOD CONDITION. AC3167 AC3167 STATION RECOVERY (1994) AC3167 AC3167'RECOVERY NOTE BY US POWER SQUADRON 1994 AC3167'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC3172 *********************************************************************** AC3172 DESIGNATION - OOLITE RESET AC3172 PID - AC3172 AC3172 STATE/COUNTY- FL/DADE AC3172 USGS QUAD - SOUTH MIAMI NW (1988) AC3172 AC3172 *CURRENT SURVEY CONTROL AC3172 ___________________________________________________________________ AC3172* NAD 83(1990)- 25 37 37.03263(N) 080 23 11.48726(W) ADJUSTED AC3172* NAVD 88 - 2.81 (meters) 9.2 (feet) RESET AC3172 ___________________________________________________________________ AC3172 LAPLACE CORR- -3.12 (seconds) DEFLEC99 AC3172 GEOID HEIGHT- -25.02 (meters) GEOID99 AC3172 AC3172 HORZ ORDER - FIRST AC3172 VERT ORDER - THIRD AC3172 AC3172.The horizontal coordinates were established by classical geodetic methods AC3172.and adjusted by the National Geodetic Survey in May 1991. AC3172 AC3172.The orthometric height was computed from unverified reset data. AC3172 AC3172.The Laplace correction was computed from DEFLEC99 derived deflections. AC3172 AC3172.The geoid height was determined by GEOID99. AC3172 AC3172; North East Units Scale Converg. AC3172;SPC FL E - 143,431.928 261,609.595 MT 0.99998803 +0 15 55.2 AC3172;UTM 17 - 2,834,514.971 561,588.574 MT 0.99964684 +0 15 55.2 AC3172 AC3172: Primary Azimuth Mark Grid Az AC3172:SPC FL E - OOLITE AZ MK 084 47 42.4 AC3172:UTM 17 - OOLITE AZ MK 084 47 42.4 AC3172 AC3172|---------------------------------------------------------------------| AC3172| PID Reference Object Distance Geod. Az | AC3172| dddmmss.s | AC3172| AC3829 RICHMOND HEIGHTS TANK APPROX. 1.7 KM 0473013.9 | AC3172| AC2067 OOLITE AZ MK 0850337.6 | AC3172| AC2069 OOLITE RM A 27.446 METERS 09615 | AC3172| CW8745 OOLITE RM 3 9.736 METERS 20401 | AC3172| AC2073 OOLITE RM 1 25.857 METERS 21000 | AC3172| AC3920 MIAMI CG RAD STA NMA MAST 436.940 METERS 2155852.0 | AC3172| AC2072 11.56 USCG 8.755 METERS 32024 | AC3172| AC2071 OOLITE RM 2 30.107 METERS 33659 | AC3172|---------------------------------------------------------------------| AC3172 AC3172 SUPERSEDED SURVEY CONTROL AC3172 AC3172 NAD 83(1986)- 25 37 37.03301(N) 080 23 11.48810(W) AD( ) 1 AC3172 NAD 27 - 25 37 35.65494(N) 080 23 12.29409(W) AD( ) 1 AC3172 NGVD 29 - 3.49 (m) 11.5 (f) LEVELING 3 AC3172 AC3172.Superseded values are not recommended for survey control. AC3172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC3172.See file dsdata.txt to determine how the superseded data were derived. AC3172 AC3172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ6158934515(NAD 83) AC3172_MARKER: DS = TRIANGULATION STATION DISK AC3172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC3172_STAMPING: OOLITE 1962 1970 AC3172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC3172 AC3172 HISTORY - Date Condition Report By AC3172 HISTORY - 1970 MONUMENTED NGS AC3172 HISTORY - 1970 GOOD CGS AC3172 HISTORY - 1972 GOOD NGS AC3172 HISTORY - 1972 GOOD NGS AC3172 AC3172 STATION DESCRIPTION AC3172 AC3172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS) AC3172'STATION OOLITE SURFACE MARK DESTROYED. RM NO. 2 SEARCHED FOR AC3172'BUT NOT FOUND AND APPEARS DESTROYED BY FARM OPERATIONS. STATION AC3172'UNDERGROUND MARK, REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE AC3172'RECOVERED IN GOOD CONDITION. A COAST GUARD BENCH MARK WAS FOUND AC3172'NEAR THE STATION AND WAS USED AS REFERENCE MARK NO. 3. A NEW AC3172'SURFACE MARK WAS SET. THE RICHMOND HEIGHTS WATER TANK IS NO AC3172'LONGER VISIBLE FROM THE GROUND DUE TO OBSTRUCTIONS BY TREES. AC3172' AC3172'A NEW DESCRIPTION FOLLOWS-- AC3172' AC3172'STATION IS LOCATED ON U.S. GOVERNMENT PROPERTY WHICH IS OCCUPIED BY AC3172'U.S. COAST GUARD. IT IS ABOUT 5 MILES SOUTHWEST OF KENDALL, 2 MILES AC3172'NORTHWEST OF PERRINE, ABOUT 1 MILE SOUTHWEST OF RICHMOND HEIGHTS AC3172'AND NEAR THE NORTHWEST CORNER OF THE COAST GUARD PROPERTY AC3172'LINE. STATION A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE AC3172'POST AND STAMPED OOLITE 1962 1970, IS 59 FEET SOUTH OF THE AC3172'CENTERLINE OF CORAL REEF ROAD, 28 FEET SOUTHEAST OF FENCE AC3172'CORNER, 23 FEET SOUTH OF FENCE AND 17 FEET EAST OF NORTH-SOUTH AC3172'FENCE. THE MARK IS FLUSH WITH THE GROUND. AC3172' AC3172'TO REACH FROM THE POST OFFICE IN PERRINE, GO NORTHERLY ON U.S. AC3172'HIGHWAY 1 FOR 1.25 MILES TO JUNCTION OF CORAL REEF ROAD. TURN LEFT AC3172'AND GO WESTERLY ON CORAL REEF ROAD FOR 2.5 MILES TO AZIMUTH MARK ON AC3172'RIGHT (NORTH) SIDE OF ROAD. CONTINUE WEST ON CORAL REEF ROAD FOR AC3172'0.45 MILES TO STATION ON LEFT (SOUTH) SIDE OF ROAD AS DESCRIBED. AC3172' AC3172'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A SQUARE AC3172'CONCRETE POST AND STAMPED OOLITE NO 1 1962, IS 130 FEET SOUTH OF THE AC3172'CENTERLINE OF CORAL REEF ROAD, 28 FEET WEST OF A NORTH-SOUTH FENCE AC3172'AND 1 FOOT SOUTH OF A WITNESS POST. THE MARK PROJECTS 4 INCHES. AC3172' AC3172'REFERENCE MARK A, A STANDARD TRIANGULATION STATION DISK SET IN THE AC3172'TOP OF A SQUARE CONCRETE POST AND STAMPED OOLITE RM A, IS 100 FEET AC3172'SOUTH OF A POWERLINE POLE, 72 FEET SOUTH OF THE CENTERLINE OF CORAL AC3172'REEF ROAD AND 36 FEET SOUTH OF AN EAST-WEST FENCE. THE MARK AC3172'PROJECTS 3 INCHES. AC3172' AC3172'USCG BM 11.51, A STANDARD COAST GUARD DISK SET IN THE TOP OF A AC3172'SQUARE CONCRETE POST AND STAMPED 11.51 IS 35 FEET SOUTH OF THE AC3172'CENTERLINE OF CORAL REEF ROAD, 9 FEET SOUTHEAST OF A 10 INCH PINE AC3172'TREE AND 0.5 FEET NORTHWEST OF THE FENCE CORNER. THE MARK AC3172'PROJECTS ABOUT 3 INCHES. AC3172' AC3172'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE AC3172'POST AND STAMPED OOLITE 1962, IS 56 FEET WEST OF A POWERLINE POLE, AC3172'29 FEET NORTH OF THE CENTERLINE OF CORAL REEF ROAD AND 1-1/2 NORTH AC3172'OF A WITNESS POST. THE MARK PROJECTS 2 INCHES. AC3172' AC3172'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AC3172'2 MI. NW PERRINE. AC3172 AC3172 STATION RECOVERY (1970) AC3172 AC3172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970 AC3172'2 MI NW FROM PERRINE. AC3172'1.25 MILE NORTH ON U.S. HIGHWAY 1 TO THE JUNCTION OF CORAL REEF AC3172'ROAD, THENCE WEST ALONG CORAL REEF ROAD FOR 2.95 MILES TO MARK AC3172'ON LEFT, 59 FEET SOUTH OF THE CENTERLINE OF CORAL REEF ROAD, 28 AC3172'FEET SOUTHEAST OF FENCE CORNER, 23 FEET SOUTH OF EAST-WEST AC3172'FENCE AND 17 FEET EAST OF A NORTH-SOUTH FENCE. ABOUT THE SAME AC3172'ELEVATION AS THE ROAD. AC3172 AC3172 STATION RECOVERY (1972) AC3172 AC3172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (NCA) AC3172'THE STATION MARK, REFERENCE MARK 1, RM A STATION AND THE AZIMUTH AC3172'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION. REFERENCE MARK 2 AC3172'HAD BEEN DESTROYED AND REFERENCE MARK 3 WAS ESTABLISHED AT THIS AC3172'TIME. THE DISTANCE AND DIRECTION TO ALL MARKS CHECKED WITH THE AC3172'PREVIOUS DESCRIPTION. A TRAVERSE TIE WAS MADE TO REFERENCE MARK AC3172'1 AND THE RM A STATION AT THIS TIME (SEE ABOVE). AC3172' AC3172'DUE TO THE VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS. AC3172' AC3172'THE STATION IS LOCATED 5 MILES SOUTHWEST OF KENDALL, 4 MILES AC3172'NORTHWEST OF PERRINE, 3 MILES WEST OF U.S. HIGHWAY 1 AND ON PROPERTY AC3172'OF THE U.S. GOVERNMENT OCCUPIED BY THE U.S. COAST GUARD. AC3172' AC3172'TO REACH THE STATION FROM THE POST OFFICE IN PERRINE, GO NORTH ON AC3172'U.S. HIGHWAY 1 FOR 1.25 MILES TO A CROSSROAD. TURN LEFT AND GO WEST AC3172'ON CORAL REEF DRIVE FOR 2.5 MILES TO THE AZIMUTH MARK ON THE AC3172'RIGHT. CONTINUE WEST ON CORAL REEF DRIVE FOR 0.45 MILE TO THE AC3172'STATION ON THE LEFT ON THE SOUTH SIDE OF THE ROAD AS DESCRIBED. AC3172' AC3172'STATION MARK, STAMPED OOLITE 1962 1970 IS A STANDARD DISK SET IN A AC3172'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 58.5 AC3172'FEET SOUTH OF THE CENTER OF CORAL REEF DRIVE, 28 FEET SOUTHEAST OF AC3172'A FENCE CORNER, 23 FEET SOUTH OF A FENCE AND 17 FEET EAST OF A AC3172'FENCE. AC3172' AC3172'REFERENCE MARK 1, STAMPED OOLITE NO 1 1962 IS A STANDARD DISK AC3172'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES. IT IS AC3172'130 FEET SOUTH OF THE CENTER OF CORAL REEF DRIVE, 98 FEET AC3172'SOUTHWEST OF A FENCE CORNER, 28 FEET WEST OF A FENCE AND 1 AC3172'FOOT SOUTH OF A METAL WITNESS POST. AC3172' AC3172'REFERENCE MARK 3, STAMPED OOLITE NO 3 1962 1972 IS A STANDARD DISK AC3172'SET IN A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT AC3172'IS 86.5 FEET SOUTH OF THE CENTER OF CORAL REEF DRIVE, 52 FEET AC3172'NORTHEAST OF A METAL WITNESS POST, 51 FEET SOUTH OF A FENCE CORNER AC3172'AND 3.5 FEET EAST OF A FENCE. AC3172' AC3172'RM A STATION, STAMPED OOLITE RM A IS A STANDARD STATION MARK DISK AC3172'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES. IT IS AC3172'107 FEET EAST OF A FENCE, 100 FEET SOUTH OF POWER POLE NUMBER AC3172'145A5, 72 FEET SOUTH OF THE CENTER OF CORAL REEF DRIVE AND 36 FEET AC3172'SOUTH OF A FENCE. AC3172' AC3172'AZIMUTH MARK, STAMPED OOLITE 1962 IS A STANDARD DISK SET IN A AC3172'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES. IT IS 56 FEET WEST AC3172'OF POWER POLE NUMBER 144A20, 27.5 FEET NORTH OF THE CENTER OF CORAL AC3172'REEF DRIVE AND 1.5 FEET NORTH OF A METAL WITNESS POST. AC3172' AC3172'U.S. COAST GUARD BM 11.56, STAMPED USC AND GS MSL 11.56 FT. IS A AC3172'COAST GUARD BENCH MARK DISK SET IN A ROUND CONCRETE MONUMENT THAT AC3172'PROJECTS 3 INCHES. IT IS 35 FEET SOUTH OF THE CENTER OF CORAL REEF AC3172'DRIVE, 9 FEET SOUTHEAST OF A SMALL PINE TREE AND 0.5 FOOT AC3172'NORTHWEST OF A FENCE CORNER. AC3172' AC3172'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET. AC3172' AC3172'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AC3172'4 MILES NORTHWEST OF PERRINE. AC3172 AC3172 STATION RECOVERY (1972) AC3172 AC3172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 AC3172'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC3171 *********************************************************************** AC3171 DESIGNATION - Q 269 RESET 1975 AC3171 PID - AC3171 AC3171 STATE/COUNTY- FL/DADE AC3171 USGS QUAD - SOUTH MIAMI (1988) AC3171 AC3171 *CURRENT SURVEY CONTROL AC3171 ___________________________________________________________________ AC3171* NAD 83(1986)- 25 42 57. (N) 080 16 32. (W) SCALED AC3171* NAVD 88 - 3.95 (meters) 13.0 (feet) RESET AC3171 ___________________________________________________________________ AC3171 GEOID HEIGHT- -25.24 (meters) GEOID99 AC3171 AC3171 VERT ORDER - THIRD AC3171 AC3171.The horizontal coordinates were scaled from a topographic map and have AC3171.an estimated accuracy of +/- 6 seconds. AC3171 AC3171.The orthometric height was computed from unverified reset data. AC3171.No vertical observational check was made to the station. AC3171 AC3171.The geoid height was determined by GEOID99. AC3171 AC3171; North East Units Estimated Accuracy AC3171;SPC FL E - 153,330. 272,700. MT (+/- 180 meters Scaled) AC3171 AC3171 SUPERSEDED SURVEY CONTROL AC3171 AC3171.No superseded survey control is available for this station. AC3171 AC3171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ726444(NAD 83) AC3171_MARKER: DB = BENCH MARK DISK AC3171_SETTING: 30 = CONCRETE MONUMENT AC3171_STAMPING: Q 269 RESET 1975 AC3171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC3171 AC3171 HISTORY - Date Condition Report By AC3171 HISTORY - 1975 MONUMENTED LOCENG AC3171 AC3171 STATION DESCRIPTION AC3171 AC3171'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 AC3171'AT CORAL GABLES. AC3171'AT CORAL GABLES, ALONG FLORIDA EAST COAST RAILROAD, ABOUT 0.4 AC3171'MILES NORTHEAST OF MILEPOST 373, ALONG SOUTHWEST SIDE OF GROUNDS AC3171'OF THE UNIVERSITY OF MIAMI, 130.8 FEET NORTHWEST OF NORTHWEST AC3171'RAIL, 130.2 FEET NORTHEAST OF THE CENTERLINE OF GEORGE E. AC3171'MERRICK ST., 26.5 FEET NORTHWEST OF THE CENTERLINE OF PONCE DE AC3171'LEON BLVD., IN A CONCRETE MONUMENT, SET AT CURB LEVEL IN THE AC3171'PARKWAY, 4.0 FEET OFF NORTHWEST CURB. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC3249 *********************************************************************** AC3249 DESIGNATION - R 269 RESET 1979 AC3249 PID - AC3249 AC3249 STATE/COUNTY- FL/DADE AC3249 USGS QUAD - SOUTH MIAMI (1988) AC3249 AC3249 *CURRENT SURVEY CONTROL AC3249 ___________________________________________________________________ AC3249* NAD 83(1986)- 25 42 28. (N) 080 17 07. (W) SCALED AC3249* NAVD 88 - 2.77 (meters) 9.1 (feet) RESET AC3249 ___________________________________________________________________ AC3249 GEOID HEIGHT- -25.22 (meters) GEOID99 AC3249 AC3249 VERT ORDER - THIRD AC3249 AC3249.The horizontal coordinates were scaled from a topographic map and have AC3249.an estimated accuracy of +/- 6 seconds. AC3249 AC3249.The orthometric height was computed from unverified reset data. AC3249.No vertical observational check was made to the station. AC3249 AC3249.The geoid height was determined by GEOID99. AC3249 AC3249; North East Units Estimated Accuracy AC3249;SPC FL E - 152,440. 271,730. MT (+/- 180 meters Scaled) AC3249 AC3249 SUPERSEDED SURVEY CONTROL AC3249 AC3249.No superseded survey control is available for this station. AC3249 AC3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ717435(NAD 83) AC3249_MARKER: DB = BENCH MARK DISK AC3249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC3249_STAMPING: R 269 RESET 1979 AC3249_PROJECTION: FLUSH AC3249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC3249+STABILITY: SURFACE MOTION AC3249 AC3249 HISTORY - Date Condition Report By AC3249 HISTORY - 1979 MONUMENTED NGS AC3249 AC3249 STATION DESCRIPTION AC3249 AC3249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 AC3249'IN SOUTH MIAMI. AC3249'4.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION WITH AC3249'U.S. HIGHWAY 1 AND SOUTHWEST THIRD AVENUE (WHICH IS ABOUT 2.3 MILES AC3249'SOUTHWEST OF THE COURTHOUSE IN DOWNTOWN MIAMI), OR TO REACH FROM AC3249'THE OLD RAILROAD STATION IN SOUTH MIAMI, GO 0.45 MILE NORTHEAST AC3249'ALONG U.S. HIGHWAY 1, IN THE NORTHEAST ANGLE OF THE INTERSECTION AC3249'OF U.S. HIGHWAY 1 AND 57TH AVENUE, 132.0 FEET NORTHWEST OF THE AC3249'NORTHWEST CURB OF U.S. HIGHWAY 1 SOUTHBOUND LANE, 53.7 FEET EAST AC3249'OF THE CENTER OF 57TH AVENUE, 36.0 FEET WEST OF A POWERLINE POLE AC3249'WITH 2 6-INCH IRON GENDAL TELEPHONE CYLINDERS, 20.0 FEET SOUTHEAST AC3249'OF THE CENTER OF PONCE DE LEON STREET, AND 1.8 FEET SOUTHEAST AC3249'OF THE SOUTHEAST SIDE OF THE CONCRETE SIDEWALK. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC2057 *********************************************************************** AC2057 DESIGNATION - S 120 RESET 1964 AC2057 PID - AC2057 AC2057 STATE/COUNTY- FL/DADE AC2057 USGS QUAD - PERRINE (1994) AC2057 AC2057 *CURRENT SURVEY CONTROL AC2057 ___________________________________________________________________ AC2057* NAD 83(1986)- 25 37 24. (N) 080 20 37. (W) SCALED AC2057* NAVD 88 - 1.56 (meters) 5.1 (feet) RESET AC2057 ___________________________________________________________________ AC2057 GEOID HEIGHT- -25.16 (meters) GEOID99 AC2057 AC2057 VERT ORDER - THIRD AC2057 AC2057.The horizontal coordinates were scaled from a topographic map and have AC2057.an estimated accuracy of +/- 6 seconds. AC2057 AC2057.The orthometric height was computed from unverified reset data. AC2057 AC2057.The geoid height was determined by GEOID99. AC2057 AC2057; North East Units Estimated Accuracy AC2057;SPC FL E - 143,050. 265,920. MT (+/- 180 meters Scaled) AC2057 AC2057 SUPERSEDED SURVEY CONTROL AC2057 AC2057.No superseded survey control is available for this station. AC2057 AC2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ658341(NAD 83) AC2057_MARKER: DB = BENCH MARK DISK AC2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC2057_STAMPING: S 120 RESET 1964 AC2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC2057+STABILITY: SURFACE MOTION AC2057 AC2057 HISTORY - Date Condition Report By AC2057 HISTORY - 1964 MONUMENTED CGS AC2057 HISTORY - 1978 MARK NOT FOUND NGS AC2057 HISTORY - 1987 MARK NOT FOUND USPSQD AC2057 HISTORY - 1989 MARK NOT FOUND USPSQD AC2057 HISTORY - 19910316 MARK NOT FOUND USPSQD AC2057 AC2057 STATION DESCRIPTION AC2057 AC2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 AC2057'1.2 MI N FROM PERRINE. AC2057'1.2 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM THE AC2057'STATION AT PERRINE, DADE COUNTY, BETWEEN CORAL REEF DRIVE AND AC2057'RICHMOND DRIVE, AND ACROSS U.S. HIGHWAY 1 FROM PAR TEE LOUNGE, AC2057'37.3 FEET WEST OF THE WEST RAIL OF THE FLORIDA EAST COAST RAILWAY, AC2057'3.5 FEET NORTH OF TELEPHONE POLE NO. 44, 54.2 FEET SOUTH FROM A AC2057'POINT UNDER TELEPHONE LINE AND IN LINE WITH SURVEY STAKE MARKED AC2057'BEGINNING OF SLAB AND 1.2 FEET SOUTH OF A STANDARD WITNESS POST. AC2057'THE DISK IS SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST AC2057'PROJECTING 2 INCHES. AC2057 AC2057 STATION RECOVERY (1978) AC2057 AC2057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AC2057'NOT RECOVERED THIS DATE. AC2057 AC2057 STATION RECOVERY (1987) AC2057 AC2057'RECOVERY NOTE BY US POWER SQUADRON 1987 (LEM) AC2057'MARK NOT FOUND. AC2057 AC2057 STATION RECOVERY (1989) AC2057 AC2057'RECOVERY NOTE BY US POWER SQUADRON 1989 (PB) AC2057'MARK NOT FOUND. AC2057 AC2057 STATION RECOVERY (1991) AC2057 AC2057'RECOVERY NOTE BY US POWER SQUADRON 1991 (LRM) AC2057'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC3244 *********************************************************************** AC3244 DESIGNATION - TT 2 ES USGS RESET 1977 AC3244 PID - AC3244 AC3244 STATE/COUNTY- FL/DADE AC3244 USGS QUAD - HOMESTEAD (1994) AC3244 AC3244 *CURRENT SURVEY CONTROL AC3244 ___________________________________________________________________ AC3244* NAD 83(1986)- 25 23 26. (N) 080 28 00. (W) SCALED AC3244* NAVD 88 - 1.46 (+/-2cm) 4.8 (feet) VERTCON AC3244 ___________________________________________________________________ AC3244 GEOID HEIGHT- -24.76 (meters) GEOID99 AC3244 AC3244 VERT ORDER - THIRD (See Below) AC3244 AC3244.The horizontal coordinates were scaled from a topographic map and have AC3244.an estimated accuracy of +/- 6 seconds. AC3244 AC3244.The NAVD 88 height was computed by applying the VERTCON shift value to AC3244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AC3244.The vertical order pertains to the superseded datum. AC3244 AC3244.The geoid height was determined by GEOID99. AC3244 AC3244; North East Units Estimated Accuracy AC3244;SPC FL E - 117,210. 253,670. MT (+/- 180 meters Scaled) AC3244 AC3244 SUPERSEDED SURVEY CONTROL AC3244 AC3244 NGVD 29 - 1.92 (m) 6.3 (f) RESET 3 AC3244 AC3244.Superseded values are not recommended for survey control. AC3244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC3244.See file dsdata.txt to determine how the superseded data were derived. AC3244 AC3244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ536083(NAD 83) AC3244_MARKER: DB = BENCH MARK DISK AC3244_SETTING: 30 = VALUE BOX AC3244_STAMPING: TT 2 ES RESET 1977 USGS AC3244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC3244 AC3244 HISTORY - Date Condition Report By AC3244 HISTORY - 1977 MONUMENTED NGS AC3244 AC3244 STATION DESCRIPTION AC3244 AC3244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 AC3244'3.8 MI SOUTH FROM FLORIDA CITY. AC3244'3.8 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM ITS JUNCTION WITH PALM AC3244'DRIVE AT FLORIDA CITY, 47 YARDS SOUTH-SOUTHWEST OF THE WEST ONE AC3244'OF 2 POWERLINES POLES NUMBER 20, 20.0 FEET WEST OF THE CENTER OF AC3244'U.S. HIGHWAY 1, AND 1.0 FOOT SOUTH OF THE NORTH EDGE OF A 6.5 AC3244'FOOT SQUARE CONCRETE VALUE COVER BOX, IN TOP OF THE NORTHWEST AC3244'CORNER OF THE CONCRETE VALUE BOX. AC3244'THE MARK IS 2.0 FT W FROM A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC3246 *********************************************************************** AC3246 DESIGNATION - TT 5 ES USGS RESET 1977 AC3246 PID - AC3246 AC3246 STATE/COUNTY- FL/DADE AC3246 USGS QUAD - GLADES (1994) AC3246 AC3246 *CURRENT SURVEY CONTROL AC3246 ___________________________________________________________________ AC3246* NAD 83(1986)- 25 17 49. (N) 080 26 47. (W) SCALED AC3246* NAVD 88 - 1.16 (+/-2cm) 3.8 (feet) VERTCON AC3246 ___________________________________________________________________ AC3246 GEOID HEIGHT- -24.57 (meters) GEOID99 AC3246 AC3246 VERT ORDER - THIRD (See Below) AC3246 AC3246.The horizontal coordinates were scaled from a topographic map and have AC3246.an estimated accuracy of +/- 6 seconds. AC3246 AC3246.The NAVD 88 height was computed by applying the VERTCON shift value to AC3246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AC3246.The vertical order pertains to the superseded datum. AC3246 AC3246.The geoid height was determined by GEOID99. AC3246 AC3246; North East Units Estimated Accuracy AC3246;SPC FL E - 106,850. 255,750. MT (+/- 180 meters Scaled) AC3246 AC3246 SUPERSEDED SURVEY CONTROL AC3246 AC3246 NGVD 29 - 1.62 (m) 5.3 (f) RESET 3 AC3246 AC3246.Superseded values are not recommended for survey control. AC3246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC3246.See file dsdata.txt to determine how the superseded data were derived. AC3246 AC3246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH557979(NAD 83) AC3246_MARKER: DB = BENCH MARK DISK AC3246_SETTING: 30 = VALUE BOX AC3246_STAMPING: TT 5 ES RESET 1977 AC3246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC3246 AC3246 HISTORY - Date Condition Report By AC3246 HISTORY - 1977 MONUMENTED NGS AC3246 AC3246 STATION DESCRIPTION AC3246 AC3246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 AC3246'10.7 MI SOUTH FROM FLORIDA CITY. AC3246'10.7 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM ITS JUNCTION WITH PALM AC3246'DRIVE IN FLORIDA CITY, 23.0 FEET WEST OF THE CENTER OF HIGHWAY, AC3246'6.5 FEET SOUTH-SOUTHEAST OF AN IRON MANHOLE COVER, 1.8 FEET NORTH AC3246'OF THE SOUTH SIDE OF A 9.5X10.5 CONCRETE VALVE BOX, IN TOP OF THE AC3246'9.5 X 10.5 FOOT CONCRETE BOX THAT IS FLUSH WITH THE GROUND. AC3246'THE MARK IS 2.0 FT N FROM A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC3166 *********************************************************************** AC3166 DESIGNATION - U 270 RESET 1975 AC3166 PID - AC3166 AC3166 STATE/COUNTY- FL/DADE AC3166 USGS QUAD - HOMESTEAD (1994) AC3166 AC3166 *CURRENT SURVEY CONTROL AC3166 ___________________________________________________________________ AC3166* NAD 83(1986)- 25 28 57. (N) 080 27 43. (W) SCALED AC3166* NAVD 88 - 2.23 (meters) 7.3 (feet) RESET AC3166 ___________________________________________________________________ AC3166 GEOID HEIGHT- -24.92 (meters) GEOID99 AC3166 AC3166 VERT ORDER - THIRD AC3166 AC3166.The horizontal coordinates were scaled from a topographic map and have AC3166.an estimated accuracy of +/- 6 seconds. AC3166 AC3166.The orthometric height was computed from unverified reset data. AC3166.No vertical observational check was made to the station. AC3166 AC3166.The geoid height was determined by GEOID99. AC3166 AC3166; North East Units Estimated Accuracy AC3166;SPC FL E - 127,400. 254,100. MT (+/- 180 meters Scaled) AC3166 AC3166 SUPERSEDED SURVEY CONTROL AC3166 AC3166 NGVD 29 - 2.69 (m) 8.8 (f) RESET 3 AC3166 AC3166.Superseded values are not recommended for survey control. AC3166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC3166.See file dsdata.txt to determine how the superseded data were derived. AC3166 AC3166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ540184(NAD 83) AC3166_MARKER: DB = BENCH MARK DISK AC3166_SETTING: 0 = UNSPECIFIED SETTING AC3166_STAMPING: U 270 RESET 1975 AC3166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC3166 AC3166 HISTORY - Date Condition Report By AC3166 HISTORY - 1975 MONUMENTED FLDT AC3166 HISTORY - 1976 GOOD NGS AC3166 AC3166 STATION DESCRIPTION AC3166 AC3166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AC3166'AT HOMESTEAD. AC3166'AT HOMESTEAD, ALONG U.S. HIGHWAY 1 AT Y JUNCTION OF FLAGLER AC3166'AVENUE (BUSINESS 41) SET IN CONCRETE 0.3 BELOW EXISTING GROUND AC3166'105 FEET SOUTH OF DESTROYED U 270, 96 FEET ON A BEARING N-8 DEG AC3166'45 MIN W TO NORTHEAST CORNER OF ADJACENT ONE STORY BUILDING. AC3166'23.7 TO BACK CURB U.S. 1 RIGHT CURB LINE SOUTHBOUND ROADWAY, AC3166'14.5 TO BACK CURB OF FLAGLER AVENUE LEFT CURB LINE. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC2289 *********************************************************************** AC2289 DESIGNATION - X 119 RESET 1947 AC2289 PID - AC2289 AC2289 STATE/COUNTY- FL/DADE AC2289 USGS QUAD - MIAMI (1994) AC2289 AC2289 *CURRENT SURVEY CONTROL AC2289 ___________________________________________________________________ AC2289* NAD 83(1986)- 25 49 28. (N) 080 14 25. (W) SCALED AC2289* NAVD 88 - 2.79 (meters) 9.2 (feet) RESET AC2289 ___________________________________________________________________ AC2289 GEOID HEIGHT- -25.25 (meters) GEOID99 AC2289 AC2289 VERT ORDER - THIRD AC2289 AC2289.The horizontal coordinates were scaled from a topographic map and have AC2289.an estimated accuracy of +/- 6 seconds. AC2289 AC2289.The orthometric height was computed from unverified reset data. AC2289 AC2289.The geoid height was determined by GEOID99. AC2289 AC2289; North East Units Estimated Accuracy AC2289;SPC FL E - 165,390. 276,170. MT (+/- 180 meters Scaled) AC2289 AC2289 SUPERSEDED SURVEY CONTROL AC2289 AC2289 NGVD 29 - 3.26 (m) 10.7 (f) RESET 3 AC2289 AC2289.Superseded values are not recommended for survey control. AC2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC2289.See file dsdata.txt to determine how the superseded data were derived. AC2289 AC2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ761564(NAD 83) AC2289_MARKER: DB = BENCH MARK DISK AC2289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC2289_STAMPING: X 119 RESET 1947 AC2289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC2289+STABILITY: SURFACE MOTION AC2289 AC2289 HISTORY - Date Condition Report By AC2289 HISTORY - 1947 MONUMENTED CGS AC2289 HISTORY - 19870921 MARK NOT FOUND USPSQD AC2289 AC2289 STATION DESCRIPTION AC2289 AC2289'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 AC2289'AT MIAMI. AC2289'AT MIAMI, DADE COUNTY, ON NORTHWEST TWENTY-SEVENTH AVENUE BETWEEN AC2289'NORTHWEST FIFTH-FOURTH AND FIFTY-FIFTH STREETS, 209 FEET NORTH AC2289'OF THE CENTERLINE OF NORTHWEST FIFTH-FOURTH STREET, 53 FEET EAST AC2289'OF THE CENTERLINE OF NORTHWEST TWENTY-SEVENTH AVENUE, AND 52 FEET AC2289'SOUTH OF THE CENTERLINE OF NORTHWEST FIFTY-FIFTH STREET. A AC2289'STANDARD DISK, STAMPED X 119 RESET 1947 AND SET IN THE TOP OF AC2289'A CONCRETE POST FLUSH WITH THE GROUND. AC2289 AC2289 STATION RECOVERY (1987) AC2289 AC2289'RECOVERY NOTE BY US POWER SQUADRON 1987 (LCR) AC2289'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC2290 *********************************************************************** AC2290 DESIGNATION - Y 119 RESET 1947 AC2290 PID - AC2290 AC2290 STATE/COUNTY- FL/DADE AC2290 USGS QUAD - MIAMI (1994) AC2290 AC2290 *CURRENT SURVEY CONTROL AC2290 ___________________________________________________________________ AC2290* NAD 83(1986)- 25 50 28. (N) 080 14 31. (W) SCALED AC2290* NAVD 88 - 2.33 (meters) 7.6 (feet) RESET AC2290 ___________________________________________________________________ AC2290 GEOID HEIGHT- -25.24 (meters) GEOID99 AC2290 AC2290 VERT ORDER - THIRD AC2290 AC2290.The horizontal coordinates were scaled from a topographic map and have AC2290.an estimated accuracy of +/- 6 seconds. AC2290 AC2290.The orthometric height was computed from unverified reset data. AC2290.No vertical observational check was made to the station. AC2290 AC2290.The geoid height was determined by GEOID99. AC2290 AC2290; North East Units Estimated Accuracy AC2290;SPC FL E - 167,230. 275,990. MT (+/- 180 meters Scaled) AC2290 AC2290 SUPERSEDED SURVEY CONTROL AC2290 AC2290 NGVD 29 - 2.80 (m) 9.2 (f) RESET 3 AC2290 AC2290.Superseded values are not recommended for survey control. AC2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC2290.See file dsdata.txt to determine how the superseded data were derived. AC2290 AC2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ759583(NAD 83) AC2290_MARKER: DB = BENCH MARK DISK AC2290_SETTING: 30 = CULVERT AC2290_STAMPING: Y 119 RESET 1947 AC2290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC2290 AC2290 HISTORY - Date Condition Report By AC2290 HISTORY - 1947 MONUMENTED FECRR AC2290 HISTORY - 1976 GOOD FLDT AC2290 HISTORY - 19870921 MARK NOT FOUND USPSQD AC2290 AC2290 STATION DESCRIPTION AC2290 AC2290'DESCRIBED BY FLORIDA EAST COAST RAILROAD 1947 AC2290'AT MIAMI. AC2290'AT MIAMI, DADE COUNTY, ON NORTHWEST TWENTY-SEVENTH AVENUE, 192 AC2290'FEET WEST OF THE CENTERLINE OF THE AVENUE, AT THE CROSSING OF THE AC2290'MIAMI BELT LINE OF THE FLORIDA EAST COAST RAILWAY, AT ABANDONED AC2290'3- BY 2-FOOT CONCRETE-BOX CULVERT 3.52, AND IN THE TOP OF THE SOUTH AC2290'HEADWALL. A STANDARD DISK, STAMPED Y 119 RESET 1947. AC2290 AC2290 STATION RECOVERY (1976) AC2290 AC2290'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AC2290'ADD TO PRESENT DESCRIPTION-- 3.0 FEET SOUTH OF SOUTH RAIL OF THE SPUR AC2290'TRACK AND 8.6 FEET SOUTH OF THE SOUTH TRACK OF THE SOUTHERNMOST MAIN AC2290'TRACK. AC2290 AC2290 STATION RECOVERY (1987) AC2290 AC2290'RECOVERY NOTE BY US POWER SQUADRON 1987 (LCR) AC2290'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC2293 *********************************************************************** AC2293 DESIGNATION - Z 119 RESET 1947 AC2293 PID - AC2293 AC2293 STATE/COUNTY- FL/DADE AC2293 USGS QUAD - MIAMI (1994) AC2293 AC2293 *CURRENT SURVEY CONTROL AC2293 ___________________________________________________________________ AC2293* NAD 83(1986)- 25 51 25. (N) 080 14 31. (W) SCALED AC2293* NAVD 88 - 2.06 (meters) 6.8 (feet) RESET AC2293 ___________________________________________________________________ AC2293 GEOID HEIGHT- -25.24 (meters) GEOID99 AC2293 AC2293 VERT ORDER - THIRD AC2293 AC2293.The horizontal coordinates were scaled from a topographic map and have AC2293.an estimated accuracy of +/- 6 seconds. AC2293 AC2293.The orthometric height was computed from unverified reset data. AC2293 AC2293.The geoid height was determined by GEOID99. AC2293 AC2293; North East Units Estimated Accuracy AC2293;SPC FL E - 168,990. 275,980. MT (+/- 180 meters Scaled) AC2293 AC2293 SUPERSEDED SURVEY CONTROL AC2293 AC2293 NGVD 29 - 2.53 (m) 8.3 (f) RESET 3 AC2293 AC2293.Superseded values are not recommended for survey control. AC2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC2293.See file dsdata.txt to determine how the superseded data were derived. AC2293 AC2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ759600(NAD 83) AC2293_MARKER: DB = BENCH MARK DISK AC2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC2293_STAMPING: Z 119 RESET 1947 AC2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC2293+STABILITY: SURFACE MOTION AC2293 AC2293 HISTORY - Date Condition Report By AC2293 HISTORY - 1947 MONUMENTED CGS AC2293 HISTORY - 1947 GOOD NGS AC2293 HISTORY - 19870921 MARK NOT FOUND USPSQD AC2293 AC2293 STATION DESCRIPTION AC2293 AC2293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947 AC2293'AT MIAMI. AC2293'AT MIAMI, DADE COUNTY, AT THE INTERSECTION OF NORTHWEST AC2293'TWENTY-SEVENTH AVENUE AND NORTHWEST NINETY-FIRST STREET LEADING AC2293'EAST, 53 FEET WEST OF THE CENTERLINE OF NORTHWEST TWENTY-SEVENTH AC2293'AVENUE, AND IN LINE WITH THE PROJECTED CENTERLINE OF NORTHWEST AC2293'NINETY-FIRST STREET. A STANDARD DISK, STAMPED Z 119 RESET 1947 AC2293'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. AC2293 AC2293 STATION RECOVERY (1987) AC2293 AC2293'RECOVERY NOTE BY US POWER SQUADRON 1987 (LCR) AC2293'MARK NOT FOUND.