1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 AC4006 *********************************************************************** AC4006 DESIGNATION - AUBURN AC4006 PID - AC4006 AC4006 STATE/COUNTY- FL/DADE AC4006 USGS QUAD - HIALEAH (1994) AC4006 AC4006 *CURRENT SURVEY CONTROL AC4006 ___________________________________________________________________ AC4006* NAD 83(1990)- 25 46 02.43498(N) 080 15 03.79941(W) ADJUSTED AC4006* NAVD 88 - 2.9 (meters) 10. (feet) VERTCON AC4006 ___________________________________________________________________ AC4006 LAPLACE CORR- -3.31 (seconds) DEFLEC99 AC4006 GEOID HEIGHT- -25.26 (meters) GEOID99 AC4006 AC4006 HORZ ORDER - FIRST AC4006 AC4006.The horizontal coordinates were established by classical geodetic methods AC4006.and adjusted by the National Geodetic Survey in May 1991. AC4006 AC4006.The NAVD 88 height was computed by applying the VERTCON shift value to AC4006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AC4006 AC4006.The Laplace correction was computed from DEFLEC99 derived deflections. AC4006 AC4006.The geoid height was determined by GEOID99. AC4006 AC4006; North East Units Scale Converg. AC4006;SPC FL E - 159,054.640 275,126.625 MT 1.00001084 +0 19 32.1 AC4006;UTM 17 - 2,850,132.352 575,100.992 MT 0.99966964 +0 19 32.1 AC4006 AC4006: Primary Azimuth Mark Grid Az AC4006:SPC FL E - FLAGAMI 270 32 18.6 AC4006:UTM 17 - FLAGAMI 270 32 18.6 AC4006 AC4006|---------------------------------------------------------------------| AC4006| PID Reference Object Distance Geod. Az | AC4006| dddmmss.s | AC4006| CW7923 AUBURN RM 1 21.997 METERS 06833 | AC4006| AC3467 MIAMI COURTHOUSE TOWER APPROX. 5.7 KM 0814947.9 | AC4006| AC3512 MIAMI RIVERSIDE BAP CH SPIRE APPROX. 4.2 KM 0820957.4 | AC4006| AC3503 MIAMI RAD STA WOCN TOWER APPROX. 5.3 KM 0870303.1 | AC4006| AC3486 MIAMI SHENANDOAH PRESB CH SP APPROX. 2.1 KM 0960742.8 | AC4006| CW7922 AUBURN AZ MK 1813432.5 | AC4006| AC3862 COCOANUT GROVE INCIN STACK APPROX. 4.5 KM 1875024.3 | AC4006| CW7924 AUBURN RM 2 18.106 METERS 19015 | AC4006| AC3823 CORAL GABLES BILTMORE HOTEL LT APPROX. 4.0 KM 2231149.0 | AC4006| AC4007 FLAGAMI APPROX. 6.0 KM 2705150.7 | AC4006| AC4024 MIAMI CRAFTMAN MFG CO TANK APPROX. 5.3 KM 3571948.7 | AC4006|---------------------------------------------------------------------| AC4006 AC4006 SUPERSEDED SURVEY CONTROL AC4006 AC4006 NAD 83(1986)- 25 46 02.43718(N) 080 15 03.80184(W) AD( ) 1 AC4006 NAD 27 - 25 46 01.07925(N) 080 15 04.62258(W) AD( ) 1 AC4006 NGVD 29 (07/19/86) 3.4 (m) 11. (f) VERT ANG AC4006 AC4006.Superseded values are not recommended for survey control. AC4006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC4006.See file dsdata.txt to determine how the superseded data were derived. AC4006 AC4006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ7510150132(NAD 83) AC4006_MARKER: DS = TRIANGULATION STATION DISK AC4006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC4006 AC4006 HISTORY - Date Condition Report By AC4006 HISTORY - 1971 MONUMENTED NGS AC4006 HISTORY - 19950118 GOOD FLDT AC4006 AC4006 STATION DESCRIPTION AC4006 AC4006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (NCA) AC4006'THE STATION IS LOCATED IN THE WEST EDGE OF MIAMI, 2 MILES NORTHEAST AC4006'OF CORAL GABLES, 1 MILE SOUTH OF THE EAST-WEST EXPRESSWAY AND ON AC4006'PROPERTY OWNED BY DADE COUNTY IN THE NORTHWEST CORNER OF A AC4006'PLAYGROUND. AC4006' AC4006'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AC4006'AND STATE ROAD 826 IN MIAMI GO EAST ON U.S. HIGHWAY 41 FOR 4.25 AC4006'MILES TO SOUTHWEST 34TH STREET. THE AZIMUTH MARK IS ON THE RIGHT AC4006'IN THE SOUTHWEST ANGLE OF THE INTERSECTION. TURN LEFT AND GO NORTH AC4006'ON 34TH STREET FOR 0.15 MILE TO 5TH AVENUE AND THE STATION ON AC4006'THE RIGHT IN THE NORTHWEST CORNER OF A PLAYGROUND. AC4006' AC4006'STATION MARK, STAMPED AUBURN 1971, IS A STANDARD DISK SET IN THE AC4006'TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE GROUND. IT IS AC4006'22 FEET SOUTH OF A CHAIN-LINK FENCE, 14.6 FEET EAST OF THE EAST AC4006'EDGE OF A SIDEWALK, 14.2 FEET EAST OF A CHAIN-LINK FENCE AND 8.5 AC4006'FEET WEST OF THE CENTER OF A BASEBALL BACKSTOP. AC4006' AC4006'REFERENCE MARK 1, STAMPED AUBURN NO 1 1971, IS A STANDARD DISK SET AC4006'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE AC4006'GROUND. IT IS 23 FEET NORTHEAST OF A 20-INCH TREE, 1.5 FEET SOUTH AC4006'OF A CHAIN-LINK FENCE AND 1 FOOT SOUTH OF THE SOUTH EDGE OF A AC4006'SIDEWALK. AC4006' AC4006'REFERENCE MARK 2, STAMPED AUBURN NO 2 1971, IS A STANDARD DISK SET AC4006'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE AC4006'GROUND. IT IS 12.5 FEET WEST OF A 20-INCH TREE, 1.3 FEET EAST OF AC4006'THE EAST EDGE OF A SIDEWALK AND 1 FOOT EAST OF A CHAIN-LINK FENCE. AC4006' AC4006'AZIMUTH MARK, STAMPED AUBURN 1971, IS A STANDARD DISK SET IN A AC4006'DRILL HOLE IN A CONCRETE SIDEWALK. IT IS 31 FEET WEST OF THE CENTER AC4006'OF 34TH STREET, 9 FEET WEST OF THE EAST EDGE OF THE SIDEWALK, AC4006'6.5 FEET NORTHEAST OF THE SOUTH EDGE OF THE SIDEWALK AND 4.1 FEET AC4006'SOUTH OF THE NORTH EDGE OF THE SIDEWALK. AC4006' AC4006'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. AC4006 AC4006 STATION RECOVERY (1995) AC4006 AC4006'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1995 (RHH) AC4006'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 AC4460 *********************************************************************** AC4460 DESIGNATION - FLO AC4460 PID - AC4460 AC4460 STATE/COUNTY- FL/DADE AC4460 USGS QUAD - FORTYMILE BEND (1995) AC4460 AC4460 *CURRENT SURVEY CONTROL AC4460 ___________________________________________________________________ AC4460* NAD 83(1990)- 25 51 41.83134(N) 080 50 38.74481(W) ADJUSTED AC4460* NAVD 88 - 5.021 (meters) 16.47 (feet) ADJUSTED AC4460 ___________________________________________________________________ AC4460 LAPLACE CORR- -0.68 (seconds) DEFLEC99 AC4460 GEOID HEIGHT- -24.26 (meters) GEOID99 AC4460 DYNAMIC HT - 5.013 (meters) 16.45 (feet) COMP AC4460 MODELED GRAV- 979,027.2 (mgal) NAVD 88 AC4460 AC4460 HORZ ORDER - FIRST AC4460 VERT ORDER - FIRST CLASS II AC4460 AC4460.The horizontal coordinates were established by classical geodetic methods AC4460.and adjusted by the National Geodetic Survey in May 1991. AC4460 AC4460.The orthometric height was determined by differential leveling AC4460.and adjusted by the National Geodetic Survey in June 2002. AC4460.No vertical observational check was made to the station. AC4460 AC4460.The Laplace correction was computed from DEFLEC99 derived deflections. AC4460 AC4460.The geoid height was determined by GEOID99. AC4460 AC4460.The dynamic height is computed by dividing the NAVD 88 AC4460.geopotential number by the normal gravity value computed on the AC4460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC4460.degrees latitude (g = 980.6199 gals.). AC4460 AC4460.The modeled gravity was interpolated from observed gravity values. AC4460 AC4460; North East Units Scale Converg. AC4460;SPC FL E - 169,294.306 215,626.109 MT 0.99994419 +0 04 04.8 AC4460;UTM 17 - 2,860,368.525 515,620.777 MT 0.99960301 +0 04 04.8 AC4460 AC4460: Primary Azimuth Mark Grid Az AC4460:SPC FL E - FLO AZ MK 189 41 57.8 AC4460:UTM 17 - FLO AZ MK 189 41 57.8 AC4460 AC4460|---------------------------------------------------------------------| AC4460| PID Reference Object Distance Geod. Az | AC4460| dddmmss.s | AC4460| CW7466 FLO RM 1 22.859 METERS 03016 | AC4460| AC4458 SEMINOLE S BELL MICROWAVE APPROX.14.4 KM 1401703.5 | AC4460| AC4457 MICCOSUKEE BIA TANK APPROX.12.2 KM 1571025.1 | AC4460| CW7467 FLO RM 2 23.287 METERS 17138 | AC4460| CW7465 FLO AZ MK 1894602.6 | AC4460| AC4461 MIAMI BORDER PATROL RAD MAST APPROX. 6.6 KM 2235616.8 | AC4460| AC4466 DADE COLLIER CO APT BCN APPROX. 8.0 KM 2743759.8 | AC4460|---------------------------------------------------------------------| AC4460 AC4460 SUPERSEDED SURVEY CONTROL AC4460 AC4460 NAD 83(1986)- 25 51 41.83003(N) 080 50 38.74963(W) AD( ) 1 AC4460 NAD 27 - 25 51 40.47774(N) 080 50 39.51587(W) AD( ) 1 AC4460 NGVD 29 (07/19/86) 5.9 (m) 19. (f) VERT ANG AC4460 AC4460.Superseded values are not recommended for survey control. AC4460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC4460.See file dsdata.txt to determine how the superseded data were derived. AC4460 AC4460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ1562160369(NAD 83) AC4460_MARKER: DS = TRIANGULATION STATION DISK AC4460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC4460_STAMPING: FLO 1971 AC4460_MARK LOGO: CGS AC4460_MAGNETIC: N = NO MAGNETIC MATERIAL AC4460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC4460+STABILITY: SURFACE MOTION AC4460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC4460+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2000 AC4460 AC4460 HISTORY - Date Condition Report By AC4460 HISTORY - 1971 MONUMENTED NGS AC4460 HISTORY - 1992 GOOD NGS AC4460 HISTORY - 19980317 GOOD FLDT AC4460 HISTORY - 20001019 GOOD FLDEP AC4460 AC4460 STATION DESCRIPTION AC4460 AC4460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (NCA) AC4460'STATION IS IN THE NORTHWEST CORNER OF DADE COUNTY, ABOUT AC4460'30 MILES WEST OF HIALEAH, 6 MILES SOUTH OF THE BROWARD AND AC4460'DADE COUNTY LINE, 3 MILES EAST OF THE DADE AND COLLIER COUNTY AC4460'LINE AND ON A LEVEE OWNED BY THE CENTRAL AND SOUTHERN FLORIDA AC4460'FLOOD CONTROL. AC4460' AC4460'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 27 AC4460'(BY PASS) AND 41 ABOUT 10 MILES SOUTHWEST OF HIALEAH, GO WEST AC4460'ON HIGHWAY 41 FOR 18.35 MILES TO A TEXACO SERVICE STATION ON AC4460'THE RIGHT (JUST PAST THE MICCOSUKEE RESTAURANT). CONTINUE WEST AC4460'ON HIGHWAY 41 FOR 3.2 MILES TO A LEVEE ROAD ON THE RIGHT JUST AC4460'PAST FLORIDA FLOOD CONTROL STRUCTURE S-12A. TURN RIGHT AND GO AC4460'NORTH AND WEST ON THE LEVEE ROAD FOR 0.15 MILE TO A LOCKED AC4460'GATE ACROSS THE LEVEE. PASS THROUGH THE GATE AND GO WEST AND AC4460'NORTHWEST ON THE LEVEE ROAD FOR 2.95 MILES TO WHERE THE LEVEE AC4460'TURNS NORTH. CONTINUE ON THE LEVEE ROAD AND GO NORTH FOR AC4460'4.7 MILES TO A TURNOUT ON THE RIGHT AND THE AZIMUTH MARK IN AC4460'TURNOUT AS DESCRIBED. CONTINUE NORTH ON THE LEVEE ROAD AC4460'FOR 0.5 MILE TO ANOTHER TURNOUT ON THE LEFT AND THE AC4460'STATION IN TURNOUT AS DESCRIBED. AC4460' AC4460'STATION MARK, STAMPED FLO 1971, IS A STANDARD DISK SET IN A AC4460'ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 40 FEET EAST AC4460'OF THE EAST EDGE OF A CANAL, 17.5 FEET WEST OF CENTER OF THE AC4460'LEVEE ROAD AND 2 FEET NORTH OF A METAL WITNESS POST. AC4460' AC4460'REFERENCE MARK 1, STAMPED FLO NO 1 1971, IS A STANDARD DISK AC4460'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS AC4460'7.5 FEET EAST OF CENTER OF THE LEVEE ROAD AND 1.6 FEET AC4460'SOUTHWEST OF A METAL WITNESS POST. AC4460' AC4460'REFERENCE MARK 2, STAMPED FLO NO 2 1971, IS A STANDARD DISK AC4460'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS AC4460'7.5 FEET EAST OF CENTER OF THE LEVEE ROAD AND 1.5 FEET AC4460'NORTHWEST OF A METAL WITNESS POST. AC4460' AC4460'AZIMUTH MARK, STAMPED FLO 1971, IS A STANDARD DISK SET IN A AC4460'ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 29 FEET EAST AC4460'OF CENTER OF THE LEVEE ROAD AND 2.7 FEET NORTHWEST OF A METAL AC4460'WITNESS POST. AC4460' AC4460'NOTE--A KEY FOR THE LOCKED GATE MAY BE OBTAINED FROM THE AC4460'CENTRAL AND SOUTHERN FLORIDA FLOOD CONTROL. AC4460' AC4460'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS. AC4460 AC4460 STATION RECOVERY (1992) AC4460 AC4460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AC4460'RECOVERED IN GOOD CONDITION. AC4460 AC4460 STATION RECOVERY (1998) AC4460 AC4460'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1998 (RHH) AC4460'RECOVERED IN GOOD CONDITION. AC4460 AC4460 STATION RECOVERY (2000) AC4460 AC4460'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM) AC4460'THE MARK IS ABOUT 33.0 MI (53.1 KM) WEST OF HIALEAH, 17.3 MI (27.8 KM) AC4460'NORTHEAST OF MONROE STATION, 8.0 MI (12.9 KM) NORTH OF FORTY MILE BEND AC4460'ON A LEVEE, IN SECTION 17, TOWNSHIP 53 SOUTH, RANGE 35 EAST. TO REACH AC4460'THE MARK FROM THE INTERSECTION OF COUNTY ROAD 997 (KROME AVE SW 177 AC4460'AVE) AND U.S. HIGHWAY 41 (TAMIAMI TRAIL SOUTHWEST 8TH STREET) ABOUT AC4460'10.0 MI (16.1 KM) SOUTHWEST OF HIALEAH, GO WEST ON U.S. HIGHWAY 41 AC4460'(TAMIAMI TRAIL SOUTHWEST 8TH STREET) FOR 21.55 MI (34.68 KM) TO THE AC4460'NORTHWEST END OF FLOOD CONTROL STRUCTURE S-12A AND THE JUNCTION OF AC4460'LEVEE 29 ROAD ON THE RIGHT, TURN RIGHT ON THE LEVEE 29 ROAD AND GO AC4460'NORTH THEN NORTHWEST FOR 0.15 MI (0.24 KM) TO A LOCKED GATE ACROSS THE AC4460'LEVEE, CONTINUE NORTHWEST ON THE LEVEE 29 ROAD FOR 2.95 MI (4.75 KM) AC4460'TO WHERE THE LEVEE ROAD TURNS NORTH AND BECOME LEVEE 28, CONTINUE AC4460'NORTH ON THE LEVEE 28 ROAD FOR 4.95 MI (7.97 KM) TO A TURNOUT ON THE AC4460'RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE AC4460'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE LEVEE ROAD. LOCATED AC4460'17.5 FT (5.3 M) WEST OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD AC4460'AND 19.8 FT (6.0 M) EAST OF A CARSONITE WITNESS POST. NOTE FOR KEY AC4460'CONTACT SOUTH FLORIDA WATER MANAGEMENT, REGIONAL DIRECTOR, MIAMI FIELD AC4460'STATION, PHONE NUMBER 305-377-7274.