Loading...
09-18-01 (17)i( L #6 BARS ® 6" O.C. \\-#5 BARS ® 12" O.C. (WALL - HORIZONTAL) (WALL -- VERTICAL) NOTES: 1. TOP SLAB REINFORCEMENT TO BE No. 7 BARS @ 6" O.C. E.W. WITH ADDITIONAL NO. 8 BARS AROUND OPENINGS. 2. PLACEMENT OF FRAME AND GRATE OR RING AND COVER ACCESSING EACH CHAMBER SHALL BE AS DESIGNED ON PLAN. CHAMBERS RECEIVING RUNOFF TO HAVE U.S.F. FRAME 4155 W/ GRATE #6213, ALL OTHER CHAMBERS TO HAVE U.S.F. RNG AND COVER #150 -C 3. SLAB OPENINGS SIZES WITHIN EACH CHAMBER SHALL BE AS REQUIRED BASED UPON INSTALLATION OF FRAME & GRATE OR RING & COVER PLAN U.S.F. 110-A FRAME & GRATE FOR IMANHOLES 6' -10" 6' -10" O (USE U.S.F. /4105 -6224 0 n O. 0 O q ^ ^ 0 O I� CHAMBER #1 I r F _ CHAMBER #2 THE PRIME COAT CONSTRUCTION AND MATERIAL SHALL CONFORM TO THE REQUIREMENTS FRAMIE & GRATE FOR CROUT AROUND OF F.D.O.T. STANDARD SPECIFICATIONS, SECTION 300, THE PRIME COAT SHALL BE APPLIED o x l o q I I / 24" \ I I / 24" \ S.D. 2.2) LIMEROCK BASE, I U.S.F. 130 -6168 q #$ BARS L #$ BARS TYPE 10 INLETS _ _ L #6 BARS ® 6" O.C. \\-#5 BARS ® 12" O.C. (WALL - HORIZONTAL) (WALL -- VERTICAL) NOTES: 1. TOP SLAB REINFORCEMENT TO BE No. 7 BARS @ 6" O.C. E.W. WITH ADDITIONAL NO. 8 BARS AROUND OPENINGS. 2. PLACEMENT OF FRAME AND GRATE OR RING AND COVER ACCESSING EACH CHAMBER SHALL BE AS DESIGNED ON PLAN. CHAMBERS RECEIVING RUNOFF TO HAVE U.S.F. FRAME 4155 W/ GRATE #6213, ALL OTHER CHAMBERS TO HAVE U.S.F. RNG AND COVER #150 -C 3. SLAB OPENINGS SIZES WITHIN EACH CHAMBER SHALL BE AS REQUIRED BASED UPON INSTALLATION OF FRAME & GRATE OR RING & COVER PLAN U.S.F. 110-A FRAME & GRATE FOR IMANHOLES A PRIME COAT SHALL BE USED ON THE FINISHED ROCK BASE AND A TACK COAT BETWEEN (USE U.S.F. /4105 -6224 4 1 THE PRIME COAT CONSTRUCTION AND MATERIAL SHALL CONFORM TO THE REQUIREMENTS FRAMIE & GRATE FOR CROUT AROUND OF F.D.O.T. STANDARD SPECIFICATIONS, SECTION 300, THE PRIME COAT SHALL BE APPLIED �s CATIXH BASINS) FRAME AS REQ'D. ROLLED IN ACCORDANCE WITH SECTION 300.APPUCATION RATES SHALL BE 0.25 GAL /SY FOR S.D. 2.2) LIMEROCK BASE, z U.S.F. 130 -6168 '4 TYPE 10 INLETS F.D.O.T. STANDARD SPECIFICATIONS, SECTION 331 AND DADE COUNTY. NTRANCE IN 0 RAISE ALL P.C.P. OR PRM SHOWN ON THE PLAT TO FINAL GRADE IF THEY ARE LOCATED IN I & GUTTER. Na 4 BARS 4, o 12' D.C. E.W. NT-1 SELECTED FILL �-'-� 24' OIA. NO SLOTS OR SUBMIT . 0 TO THE CITY. 4 PERFORATION 4 BARS 6 CC HORIZ. U) ON THIS LENOTH 4 OF PIPE �4+ a 7 PLASTIC FILTER \ CLOSED JOINT IT- FABRIC ROAD 12" 12" SELECTED ♦3 SEE NO CTED ALLASI R% / rErWo i SEE NOTE j3 =1 11= =1 FOR BUT N( PLASTIC FILTER FABRIC LONGITUDINAL SECTION SELECTED FILL GROUT NOTES: 1 1. PLASTIC FILTER FABRIC (AT EACH SIDE, TOP AND BOTTOM) SHALL BE USED IN SANDY 2' MIN. AREAS AS NOTED ON PLANS AND /OR DIRECTED BY THE ENGINEER 2. THE BOTTOM OF THE EXFILTRATION TRENCH SHALL BE 15' BELOW EXISTING GROUND ELEVATION, UNLESS FIELD CONDITIONS WARRANT OTHERWISE. 3. AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION, IT SHALL BE CAREFULLY WASHED DOWN WITH CLEAN WATER IN ORDER PERFORATED TO ALLOW FOR INITIAL SETTLEMENT THAT MAY OCCUR. IF IT DOES TAKE HOPE PLACE, ADDITIONAL BALLAST ROCK .WILL BE ADDED TO RESTORE THE BALLAST ROCK TO THE PROPER ELEVATION, SO THAT THE EXFILTRATION 1:1 OR STEEPER . TRENCH WILL BE COMPLETED IN ACCORDANCE WITH THE DETAILS. 4. INVERT ELEVATION TO BE BE AS SHOWN IN W.C. 2.2 (AVG. OCTOBER GROUND WATER LEVEL.) 5. IF THIS DETAIL IS TO BE USED FOR PRETREATMENT OF STORM WATER RUN -OFF, THE INVERTF PIPE TO BE AS SHOWN IN W.C. 2.2. IF PRETREATMENT HAS BEERROVIDED THRU OTHER MEANS THE INVERT CAN BE LOWER THAN SHOWN IN W.0 2.2. FRENCH DRAIN DETAIL 6b RIM #1 RIM #2-\ R 2'- 9„ 10' -10" 2' -9" n cn 6" + �J GRATE /RIM EL: =11.00 GRATE /RIM L: =11.00 (SEE NOTE #1) (SEE NOTE 1) LIMERQCK 24„ 3000 psi WA PAD - CONCRETE CHAMBER #1 EL =7.00 --- --a CHAMBER #2 #5 @ 6" E.W. (TYP.) L F.L. EL.= (SEE PLAN NG ° OR (0 _I #6 @ 12 CD O.C. (TYP.) N 6'_10.' 8" 14'= 4" 15' -8" SECTION "A-All NOTES: 1. SEE PLAN OR DRAINAGE TABLE FOR RIM OR GRATE ELEVATIONS. 2. RING & COVER TO BE U.S.F. 150C 3. WELL TO BE 24 INCH DIAMETER AND 180 FT IN DEPTH, WITH 100 FT. CASING DEPTH WELL STRUCTURE DETAIL (TWO CHAMBER) EXISTING S�WCUT & STRIP BACK ROADWAY 6 OF EXIST. LIMEROCK AND ASPHALT 6" 6,. PROPOSED DRIVEWAY ASPHALT TIE -IN DETAIL FILE: K: \PROJECTS \01- xxx \01- 2462 \dwg \2462ddt.dwg DATE: Aug 10, 2001 - 8 :18am EST VALLEY GUTTER DETAIL PIPE DIA. & INV. (SEE PLAN) 2„ FINISHED GRADE BACKFILL NOT TO EXCEED 12" IN WELL TAMPED LAYERS FROM 12" ABOVE TOP OF PIPE BACKFILL NOT TO ---, EXCEED 6' IN WELL TAMPED LAYERS FROM 12" ABOVE 'TOP OF PIPE AND. SHALL BE KEPT LEVEL .ON BOTH SIDES OF PIPE 1/4* x 2' ANGLE BOTTOM OF TRENCH SHALL BE SHAPED TO FIT PIPE P•I.PE B•ED.D.I.NG DETAIL NEOPRENE GASKET BAFFLE DETAIL 1-0= PIPE DIAMETER MIN. 16 GUAGE PLATE TO BE WELDED i' MIN. TO TOP OF BAFFLE T1 CORRUGATED ALUMINUM I METAL PIPE CUT IN HALF MIN. OR AS NOTED !_I N THE PLAN BRACKET DETAIL ELEVATION 1. SECTION OF A.C.M.P. CUT IN HALF. BAFFLE DIAMETER SHALL HE ONE SIZE LARGER THAN THE (DISCHARGE PIPE. 2. 1/2 ' GALVANIZED LAG 60LT IN LEAD SHIELD. 3. WELD OR ?-1/4' THRU BOLTS. 4. MINIMUM 310' SUMP REQUIRED FROM LOWEST PIPE ENTERING OR EXITING THE INLET. POLLUTION RETARDANT BASIN BAFFLE TYPE ip I 6 "/ 3/4 W -- -_. ROCK (TYP) STANDARD MANHOLE OR CATCH BASIN BRICK TO GRADE (4 COURSES MAY. 2 COURSES MIN.) PERFORATED HDPE II i I FILL BALLAST ROCK r �2' MIN. 12' . o A m EL 3.00 H a PLASTIC FILTER FABRIC EL-( -)5.00 --WoTrw EIET- (SEE NOTE BELOW) TRANSVERSE SECTION :CTED FILL OVERLAP f 1' MIN, PLASTIC FILTER M FABRIC PLASTIC FILTER FABRIC a ALT. TRANSVERSE SECTION MAY BE USED IN AREAS WHERE TRENCH .WALLS WILL NOT STAND VERTICAL. OR WERE CAVE IN BELOW THE WATER TABLE IS LIKELY TO OCCUR. TO BE USED AT THE ENGINEER'S DISCRETION. 4 a q in PAVEMEN UT e s ' SLOPE 7 ROCK BASE 4 SUBGRADE 8" TYPE "D" CURB 24" 6„ 61, SLOPE TO MATCH Q�`ti PAVEMENT L- .'4 EMENT 04 O PE 8n el v a e e .'a 4 e.N ° (A 3000 PSI CONCRETE) 4 "LIMEROCK CURB PAD 4" UMEROCK CURB PAD) MIN. L.B.R. OF 100 MIN. L.B.R. OF 100 MIN. CARBONATES =70 %, MIN. CARBONATES =70%, COMPACTED TO 95% OF MAX. COMPACTED TO 95% OF MAX. DENSITY PER A.A.S.H.T.O. T -180 DENSITY PER A.A;S.H.T.O. T ---180 HIGH SIDE LOW SIDE 24„ INSPECTIONS: THE CONTRACTOR SHALL NOTIFY THE CITY OF SOUTH MIAMI AT LEAST 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION AND PRIOR TO THE INSPECTION OF THE FOLLOWING ITEMS: 1. CLEARING AND FILLING. 2. STORM DRAINAGE SYSTEM LAMPING. 3. SUBGRADE (PROCTORS AND DENSITY TESTS SHALL BE APPROVED PRIOR TO TH1E PLACEMENT OF LIMEROCK). 4. LIMEROCK BASE (PROCTORS AND DENSITY TESTS AND AS- BUILTS MUST BE SIUBMITTED WITH A CERTIFIED LETTER FROM THE ENGINEER OF RECORD INDICATING THEY CONFORM WITH THE APPROVED PLAN PRIOR TO THE PLACEMENT OF ASPHALT. 5. ASPHALTIC CONCRETE. 6. FINAL. 7. THE CONTRACTOR SHALL CONTACT THE ABOVE AGENCIES FOR INSPECTIONS OF' ALL UTILITIES: A. WATER: 1. PRESSURE TESTING 2. PIGGING /FLUSHING 3. TIE- INS /DISINFECTION /SWABBING /VISUAL B. WASTEWATER; 1- PRESSURE TESTING /FLUSHING 2. SANITARY SEWER LAMPING 3. MANHOLE PAINTING C. ROADWAYS: 1. SUBGRADE INSPECTIONS 2. BASEROCK INSPECTIONS 3, DENSITIES D, STORM SEWER: 1. LAMPING 2. STRUCTURE INSPECTIONS E. WALK THROUGH: 1. PREUMINARY /FINAL EARTHWORK: THE CONTRACTOR'S BID FOR EARTHWORK SHALL INCLUDE THE EXCAVATION, REMOVAL, /AND DISPOSAL OF ALL MATERIALS, OF WHATEVER CHARACTER WITHIN THE LIMITS OF CONSTRUCTION. ALL TOPSOIL THAT IS SUITABLE FOR LANDSCAPING OR GRASSING OPERATIONS MAY BE STOCKPILED NEARBY FOR SUCH USE IF APPROVED BY OWNER. WHiERE MUCK, ROCK, CLAY, OR OTHER MATERIAL WITHIN THE LIMITS OF CONSTRUCTION IS UNSUITABLE IN ITS ORIGINAL POSITION, THE CONTRACTOR SHALL EXCAVATE SUCH MATERIAL IN ITS ENTIRETY AND BACKFILL WITH SUITABLE MATERIAL WHICH SHALL BE COMPACTED IN PLACE TO CONFORM TO THE REQUIRED GRADES AND SECTIONS AS SHOWN ON THE PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE UNSUITABLE MATERIAL PRESENT ON -SITE AND INCLUDE THE REMOVAL AND REPLACEMENT OF SAME IN HIS BID PRICE. THE CONTRACTOR SHALL MAKE HIS OWN ESTIMATE ON THE VOLUME OF MATTERIAL ACTUALLY REQUIRED TO OBTAIN THE CROSS SECTIONS OR GRADES AS SHOWN ON THE PLANS. MAXIMUM SIZE OF ROCKS IN FILL SHALL BE ' 6 ". THE CONTRACTOR SHALL EXAMINE THE FIELD CONDITIONS AND DETERMINE THE AMOUNTF OF MATERIAL WHICH SHOULD BE CLEARED AND GRUBBED, THE ENTIRE SITE SHALL BE COMPLETELY DEMUCKED BEFORE CONSTRUCTION BEGINS, NO MATERIAL OF CLASSES A--5, A--7, OR A -8 SHALL BE ALLOWED. ALL MATERIAL SUJPPORTING PAVEMENT SHALL BE STABILIZED TO HAVE A MINIMUM LBR OF 40. SUBGRADES SHALL BE COMPACTED TO 98% OF MAXIMUM DENSITY PER AASHTO T -180. WHEREVER EXCAVATIONS FOR UTILITIES ARE MADE BELOW THE GRADES INDICATED ON TIRE PLANS, GRANULAR MATERIAL FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL SHRILL BE USED TO RESTORE THE AREA TO THE PROPER GRADE, AND SHALL BE COMPACTED TO 98% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE PER AASHTO T -180. AREAS TO BE COMPACTED SHALL BE MOISTENED AND COMPACTED BY EITHER ROLLING, TAMPING, OR ANY OTHER METHOD APPROVED BY THE ENGINEER, IN ORDER TO OBTAIN THE DESIRED DENSITY. THE ENGINEER SHALL INSPECT ALL COMPACTED AREAS PRIOR TO FURTHER CONSTRUCTION OPERATIONS. PRIOR TO BACKFILLING AROUND STRUCTURES THE AREAS SHALL BE CLEAN OF ALL TRASH AND DEBRIS OF ANY DESCRIPTION, UNLESS DIRECTED BY THE ENGINEER TO BE LEFT IN PLACE, SUCH AS SHEETING AND BRACING. BACKFILL SHALL BE HAND TAMPED IN 12" COMPACTED LIFTS, THE EXISTING ELEVATIONS SHOWN HEREON ARE FOR THE PURPOSE OF INDICATING THE GROUND ELEVATION ONLY AT THE POSITION SHOWN AND IN NO WAY SHOULD INDICATE ELEVATION AT ANY POINT OTHER THAN THAT SHOWN. 4. 0' 4 . 4 s a 4:' N 's DRAINAGE NOTES: 3 4 4 a - °• 4 ` 4 DRAINAGE PIPES SHALL BE CORRUGATED METAL PIPE TYPE "F" CURB AND GUTTER N.T.S. PLAN 4000 PSI CONCRETE AT 28 DAYS TV09: a I MACUT %LL THICKNESS AND (NFORCEMENTS \NUFACTURED IN CORDANCE WITH S.T.M. SPECIFICATIONS -478 (LATEST REVISION). :INFORCEMENTS IN THE INTER 1/3 OF WALL 4 BARS 0 '4 O.C. Ex SECTION "A -A" TYPE "P" 'TRU TURF cDj co� .4 . .. .. • 4 A PRIME COAT SHALL BE USED ON THE FINISHED ROCK BASE AND A TACK COAT BETWEEN PAVING COURSES. 4 1 THE PRIME COAT CONSTRUCTION AND MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF F.D.O.T. STANDARD SPECIFICATIONS, SECTION 300, THE PRIME COAT SHALL BE APPLIED �s PRIOR TO CONSTRUCTION OF THE ASPHALT SURFACE COURSE AND SHALL BE SANDED AND ROLLED IN ACCORDANCE WITH SECTION 300.APPUCATION RATES SHALL BE 0.25 GAL /SY FOR LIMEROCK BASE, z ASPHALTIC CONCRETE SURFACE COURSE SHALL BE AS SHOWN ON THE PLANS. THE MATERIALS '4 V -6., F.D.O.T. STANDARD SPECIFICATIONS, SECTION 331 AND DADE COUNTY. SURFACE COURSE SHALL BE (2) -3/4" THICK LIFTS, TYPE S -III. SEE PLANS FOR DETAILS. 0 RAISE ALL P.C.P. OR PRM SHOWN ON THE PLAT TO FINAL GRADE IF THEY ARE LOCATED IN b 4, o A PROCTOR SHALL BE PERFORMED ON ALL SUBGRADE AND UMEROCK BASE MATERIAL AND 4 1 SUBMIT . 0 TO THE CITY. 4 4 BARS 6 CC HORIZ. U) n 4 �4+ a 7 ` C 1 ,4 .4 11 PLAN 4000 PSI CONCRETE AT 28 DAYS TVDC a rcucuT PRIOR TO BACKFILLING THE DRAINAGE SYSTEM, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF SOUTH MIAMI FOR INSPECTION. PSI CONCRETE BOTTOM OF ALL INLETS SHALL BE 18" BELOW THE LOWEST INLET INVERT OR MINIMUM 30" FOR P.R.B. PAVING NOTES: UNDERGROUND UTILITIES SHALL BE COMPLETED OR SLEEVING PROVIDED BEFORE ANY LIMEROCK BASE COURSE CONSTRUCTION BEGINS. ALL PAVEMENT SUBGRADE MATERIAL SHALL HAVE AN LBR OF 40 AT 100% MAXIMUM DIENSITY AT OPTIMUM MOISTURE PER AASHTO T -99, METHOD "C" AND SHALL CONFORM TO THE REQUIREMENTS OF F.D.O.T. SPECIFICATIONS, SECTION 120. THE ENGINEER SHALL . SPECIFY THE LOCATION AND NUMBER OF DENSITY TESTS, MINIMUM EVERY 7000 S.F. OF PAVEMENT RZEQUIRED OR A MIN. OF ONE DENSITY TEST OVER EVERY TRENCH, THE TEST RESULTS SHALL BE ACCEPTED BY THE ENGINEER PRIOR TO PLACEMENT OF BASE MATERIAL. IF THE PLANS INDICATE A STABILIZED SUBBASE IS TO BE USED IT SHALL HAVE A MINIMUM LBR VALUE OF 40 OR A .FBV OF 75 AND SHALL BE IN ACCORDANCE WITH F.D).O.T. SECTION 160. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SUBMIT TO THE ENGINEER FOR APPROVAL THE MATERIAL TO BE USED FOR THE SUBBASE AND THEIR PROPORTIONIS, AND LABORATORY LBR, BEFORE DELIVERY TO THE SITE. QUALITY CONTROL LBR'S MAY BE REQUIRED BY THE ENGINEER TO PROVE THE IN PLACE CONDITION. IF THE PLANS INDICATE A LIMEROCK BASE, THE CONSTRUCTION AND THE MATERIAL FOR THE LIMEROCK BASE SHALL CONFORM TO THE REQUIREMENTS OF F.D.O.T. SPECIFICATIONS, SECTION 200. THE LIMEROCK BASE SHALL BE COMPACTED TO 98% MAXIMUM DENSITY AT OPTIMUM MOISTURE, AASHTO T -180, METHOD "D ". THE ENGINEER SHALL SPECIFY THE LOCATION AND NUMBER OF DENSITY TESTS REQUIRED. THE TEST RESULTS SHALL BE ACCEPTED BY THE ENGINEER PRIOR TO APPLICATION OF THE PRIME AND TACK COATS. ALL GRADES SHOWN REFER TO FINISHED ASPHALT PAVEMENT UNLESS OTHERWISE NOTEID. FOR STABILIZING AT INTERSECTIONS, TURNOUTS, AND GRADED CONNECTIONS SEE STAN©ARD INDEX NO. 515. SEE TYPICAL SECTION FOR DEPTH AND LBR. LIMEROCK BASES SHALL BE EIGHT INCHES (8 ") THICK - SEE PLANS FOR DETAILS. LIMEROCK OF THE MIAMI FORMATION SHALL BE USED AND SHALL HAVE A MINIMUM CARBONATE CONTENT OF 70%, AND A MINIMUM LBR OF 100: BASE MATERIAL SHALL BE COMPACTED TO A DENSITY OF NOT LESS THAN 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T -180. 6 "/ 3/4- WASHED No. 6 BARS 0 ROCK (TYP) 6" O.C. E.W. SECTION "A -A.'" TYPE "J" STRUCTURE GENERAL NOTES: ALL CONSTRUCTION, MATERIAL, INSTALLATION, AND TESTING SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION TOGETHER WITH THE CITY'S MINIMUM DESIGN STANDARDS AND SPECIFICATIONS AS APPLICABLE. IF F.D.O.T. MATERIAL IS SPECIFIED, IT SHALL IMPLY THAT THEIR CONSTRUCTION PROCEDURES SHALL BE FOLLOWED. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER PROPERTY AND SHALL BE RESPONSIBLE FOR ANY DAMAGES INCURRED DURING CONSTRUCTION AND SHALL REPAIR SAID DAMAGES AT HIS EXPENSE, THE ENGINEER WILL HOLD A PRE - CONSTRUCTION MEETING PRIOR TO THE START OF ANY CONSTRUCTION AND INCLUDE A REPRESENTATIVE FROM THE RESPECTIVE ENGINEERING AND UTILITY DEPARTMENTS, THE CONTRACTOR, OWNER, AND OTHER APPLICABLE AGENCIES. THE CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITY LOCATIONS PRIOR TO CONSTRUCTION. THE LOCATIONS OF THE EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE ONLY; THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF "OTHER" UTILITIES (NOT SHOWN ON THE PLANS) EXIST WITHIN THE AREA OF CONSTRUCTION. SHOULD THERE BE "OTHER" UTILITIES, THE CONTRACTOR SHALL NOTIFY THE RESPECTIVE UTILITY OWNERS TO RESOLVE UTILITY CONFLICTS AND UTILITY ADJUSTMENTS, AS REQUIRED. ALL DEVIATIONS FROM PLANS ARE TO BE APPROVED BY ENGINEER IN WRITING PRIOR TO CONSTRUCTION AND FOR ALL INSPECTIONS AND TESTING. THE ENGINEER MUST BE GIVEN A MINIMUM 48 HOURS NOTICE PRIOR TO START OF CONSTRUCTION AND FOR ALL INSPECTIONS AND TESTING. COMPLETE AS -BUILT INFORMATION RELATIVE TO LOCATIONS AND ELEVATIONS OF VALVES, SERVICES, FITTINGS, LENGTHS OF PIPE, TOP OF WATER MAIN ELEVATIONS, AND THE LIKE SHALL BE ACCURATELY RECORDED AND SUBMITTED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE OF THE WORK. ALL INFORMATION SHALL BE TAKEN BY A REGISTERED LAND SURVEYOR AND SHOWN ON A SEALED AS -BUILT PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION OF CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES AND IMPROVEMENTS FROM DAMAGES, DISRUPTION OF SERVICE, OR DESTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING SUCH MEASURES AS NECESSARY TO PROTECT THE HEALTH, SAFETY, AND WELFARE OF THOSE PERSONS HAVING ACCESS TO THE WORK SITE. WALL REINFORCEMENT AND THICKNESS FOR PRECAST STRUCTURES SHALL BE IN ACCORDANCE WITH ASTM C478. MINIMUM WALL THICKNESS SHALL BE 8" AND A MINIMUM 6" BASE EXTENSION OUTSIDE OF MANHOLE WALL. MORTAR USED TO SEAL THE PIPE INTO THE WALLS OF THE PRECAST STRUCTURES WILL BE NON- SHRINK GROUT AND WILL NOT CAUSE LEAKAGE IN OR OUT OF THE STRUCTURES. THE MAXIMUM OPENING THROUGH WALLS FOR PIPES SHALL BE THE MAXIMUM REQUIRED OUTSIDE DIAMETER PLUS 6 ". NO PIPE SHALL BE COVERED UNTIL INSPECTED AND APPROVED BY THE ENGINEER AND OTHER APPLICABLE AUTHORITIES. ALL PIPE SHALL BE LAID IN A DRY TRENCH, ALL MUCK OR OTHER UNSTABLE MATERIAL ENCOUNTERED IN TRENCH BOTTOM SHALL BE REMOVED AND BACKFILLED WITH GRANULAR MATERIAL, COMPACTED TO 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T -99, METHOD 'C". SHOP DRAWINGS FOR ALL STRUCTURES AND MATERIALS TO BE USED ON THE PROJECT SHALL BE SUBMITTED TO THE DESIGN ENGINEER AND THE RESPECTIVE ENGINEERING AND UTILITY DEPARTMENTS FOR APPROVAL PRIOR TO CONSTRUCTION OR INSTALLATION. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929, CONTRACTOR TO CONTACT SUNSHINE STATE ONE -CALL OFFICE 1- 800 -432 -4770) AND ALL LOCAL UTILITY COMPANIES FOR UNDERGROUND UTILITY LOCATIONS PRIOR TO CONSTRUCTION. EXISTING SECTION CORNERS AND OTHER LAND MARKERS OR MONUMENTS LOCATED WITHIN PROPOSED CONSTRUCTION ARE TO BE MAINTAINED BY THE CONTRACTOR AND /OR RESET AFTER CONSTRUCTION UNDER CERTIFICATION BY A REGISTERED SURVEYOR. CONTRACTOR fS TO PREVENT INTRODUCTION OF DEBRIS OR DIRT INTO EXISTING STORM DRAIN AND /OR SANITARY SYSTEM AS A RESULT OF CONSTRUCTION ACTIVITIES. ALL LINES AND STRUCTURES SHALL BE CLEANED PRIOR TO FINAL INSPECTION AND ACCEPTANCE. LOCATION OF DRAINAGE STRUCTURES GOVERN, ADJUST PIPE LENGTHS AS REQUIRED. THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" SHALL BE USED AS THE STANDARD FOR THE SIGNAGE AND PAVEMENT MARKING REQUIREMENTS OF THE PROJECT. ALL UNDERGROUND UTILITY MAINS AND STRUCTURES, FOR WATER, SEWER, GAS, IRRIGATION, DRAINAGE, TELEPHONE, POWER, CABLE TV, AND OTHERS MUST BE INSTALLED, INSPECTED, TESTED AND APPROVED PRIOR TO ANY SUBGRADE CONSTRUCTION. ALL PERMANENT GRASS AREAS ARE TO RECEIVE A 4" MUCK BLANKET OR TOPSOIL TREATMENT. A MINIMUM 10' SEPARATION BETWEEN ALL UTILITIES SHALL BE MAINTAINED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING APPROPRIATE SAFETY PRECAUTIONS DURING EXCAVATION AND TRENCHING OPERATIONS AS REQUIRED BY THE "TRENCH SAFETY ACT" AND THE O.S.H.A. PART "P ". THE CONTRACTOR'S MATERIALS AND TEST CERTIFICATE FOR UNDERGROUND PIPING WILL BE SUBMITTED TO THE CITY OF SOUTH MIAMI AND THE ENGINEER. ALL JOINTS SHALL BE FURNISHED WATERTIGHT. U M ( �- L Lo �!J 70+ 1(1) N �--i r %-W Q1 c W `13 a N U^� o U c v1 W o } _ w 0 r O Da i m (D 0. M c � J N ro U_ (Y6 a) U v O m m N J I 0 co LL W A PRIME COAT SHALL BE USED ON THE FINISHED ROCK BASE AND A TACK COAT BETWEEN PAVING COURSES. THE PRIME COAT CONSTRUCTION AND MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF F.D.O.T. STANDARD SPECIFICATIONS, SECTION 300, THE PRIME COAT SHALL BE APPLIED O PRIOR TO CONSTRUCTION OF THE ASPHALT SURFACE COURSE AND SHALL BE SANDED AND ROLLED IN ACCORDANCE WITH SECTION 300.APPUCATION RATES SHALL BE 0.25 GAL /SY FOR LIMEROCK BASE, z ASPHALTIC CONCRETE SURFACE COURSE SHALL BE AS SHOWN ON THE PLANS. THE MATERIALS FOR THE ASPHALT CONCRETE SURFACE COURSE SHALL CONFORM TO THE REQUIREMENTS OF F.D.O.T. STANDARD SPECIFICATIONS, SECTION 331 AND DADE COUNTY. SURFACE COURSE SHALL BE (2) -3/4" THICK LIFTS, TYPE S -III. SEE PLANS FOR DETAILS. 0 RAISE ALL P.C.P. OR PRM SHOWN ON THE PLAT TO FINAL GRADE IF THEY ARE LOCATED IN PAVEMENTS OR CONCRETE. A PROCTOR SHALL BE PERFORMED ON ALL SUBGRADE AND UMEROCK BASE MATERIAL AND SUBSEQUENT CHANGES IN MATERIAL. LBR'S, SIEVE ANALYSIS, AND DENSITIES SHALL BE: (ALL REINFORCING SUBMIT . 0 TO THE CITY. 4 BARS 1?" CC VERT. 4 BARS 6 CC HORIZ. U) 6 "/ 3/4- WASHED No. 6 BARS 0 ROCK (TYP) 6" O.C. E.W. SECTION "A -A.'" TYPE "J" STRUCTURE GENERAL NOTES: ALL CONSTRUCTION, MATERIAL, INSTALLATION, AND TESTING SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION TOGETHER WITH THE CITY'S MINIMUM DESIGN STANDARDS AND SPECIFICATIONS AS APPLICABLE. IF F.D.O.T. MATERIAL IS SPECIFIED, IT SHALL IMPLY THAT THEIR CONSTRUCTION PROCEDURES SHALL BE FOLLOWED. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER PROPERTY AND SHALL BE RESPONSIBLE FOR ANY DAMAGES INCURRED DURING CONSTRUCTION AND SHALL REPAIR SAID DAMAGES AT HIS EXPENSE, THE ENGINEER WILL HOLD A PRE - CONSTRUCTION MEETING PRIOR TO THE START OF ANY CONSTRUCTION AND INCLUDE A REPRESENTATIVE FROM THE RESPECTIVE ENGINEERING AND UTILITY DEPARTMENTS, THE CONTRACTOR, OWNER, AND OTHER APPLICABLE AGENCIES. THE CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITY LOCATIONS PRIOR TO CONSTRUCTION. THE LOCATIONS OF THE EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE ONLY; THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF "OTHER" UTILITIES (NOT SHOWN ON THE PLANS) EXIST WITHIN THE AREA OF CONSTRUCTION. SHOULD THERE BE "OTHER" UTILITIES, THE CONTRACTOR SHALL NOTIFY THE RESPECTIVE UTILITY OWNERS TO RESOLVE UTILITY CONFLICTS AND UTILITY ADJUSTMENTS, AS REQUIRED. ALL DEVIATIONS FROM PLANS ARE TO BE APPROVED BY ENGINEER IN WRITING PRIOR TO CONSTRUCTION AND FOR ALL INSPECTIONS AND TESTING. THE ENGINEER MUST BE GIVEN A MINIMUM 48 HOURS NOTICE PRIOR TO START OF CONSTRUCTION AND FOR ALL INSPECTIONS AND TESTING. COMPLETE AS -BUILT INFORMATION RELATIVE TO LOCATIONS AND ELEVATIONS OF VALVES, SERVICES, FITTINGS, LENGTHS OF PIPE, TOP OF WATER MAIN ELEVATIONS, AND THE LIKE SHALL BE ACCURATELY RECORDED AND SUBMITTED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE OF THE WORK. ALL INFORMATION SHALL BE TAKEN BY A REGISTERED LAND SURVEYOR AND SHOWN ON A SEALED AS -BUILT PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION OF CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES AND IMPROVEMENTS FROM DAMAGES, DISRUPTION OF SERVICE, OR DESTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING SUCH MEASURES AS NECESSARY TO PROTECT THE HEALTH, SAFETY, AND WELFARE OF THOSE PERSONS HAVING ACCESS TO THE WORK SITE. WALL REINFORCEMENT AND THICKNESS FOR PRECAST STRUCTURES SHALL BE IN ACCORDANCE WITH ASTM C478. MINIMUM WALL THICKNESS SHALL BE 8" AND A MINIMUM 6" BASE EXTENSION OUTSIDE OF MANHOLE WALL. MORTAR USED TO SEAL THE PIPE INTO THE WALLS OF THE PRECAST STRUCTURES WILL BE NON- SHRINK GROUT AND WILL NOT CAUSE LEAKAGE IN OR OUT OF THE STRUCTURES. THE MAXIMUM OPENING THROUGH WALLS FOR PIPES SHALL BE THE MAXIMUM REQUIRED OUTSIDE DIAMETER PLUS 6 ". NO PIPE SHALL BE COVERED UNTIL INSPECTED AND APPROVED BY THE ENGINEER AND OTHER APPLICABLE AUTHORITIES. ALL PIPE SHALL BE LAID IN A DRY TRENCH, ALL MUCK OR OTHER UNSTABLE MATERIAL ENCOUNTERED IN TRENCH BOTTOM SHALL BE REMOVED AND BACKFILLED WITH GRANULAR MATERIAL, COMPACTED TO 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T -99, METHOD 'C". SHOP DRAWINGS FOR ALL STRUCTURES AND MATERIALS TO BE USED ON THE PROJECT SHALL BE SUBMITTED TO THE DESIGN ENGINEER AND THE RESPECTIVE ENGINEERING AND UTILITY DEPARTMENTS FOR APPROVAL PRIOR TO CONSTRUCTION OR INSTALLATION. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929, CONTRACTOR TO CONTACT SUNSHINE STATE ONE -CALL OFFICE 1- 800 -432 -4770) AND ALL LOCAL UTILITY COMPANIES FOR UNDERGROUND UTILITY LOCATIONS PRIOR TO CONSTRUCTION. EXISTING SECTION CORNERS AND OTHER LAND MARKERS OR MONUMENTS LOCATED WITHIN PROPOSED CONSTRUCTION ARE TO BE MAINTAINED BY THE CONTRACTOR AND /OR RESET AFTER CONSTRUCTION UNDER CERTIFICATION BY A REGISTERED SURVEYOR. CONTRACTOR fS TO PREVENT INTRODUCTION OF DEBRIS OR DIRT INTO EXISTING STORM DRAIN AND /OR SANITARY SYSTEM AS A RESULT OF CONSTRUCTION ACTIVITIES. ALL LINES AND STRUCTURES SHALL BE CLEANED PRIOR TO FINAL INSPECTION AND ACCEPTANCE. LOCATION OF DRAINAGE STRUCTURES GOVERN, ADJUST PIPE LENGTHS AS REQUIRED. THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" SHALL BE USED AS THE STANDARD FOR THE SIGNAGE AND PAVEMENT MARKING REQUIREMENTS OF THE PROJECT. ALL UNDERGROUND UTILITY MAINS AND STRUCTURES, FOR WATER, SEWER, GAS, IRRIGATION, DRAINAGE, TELEPHONE, POWER, CABLE TV, AND OTHERS MUST BE INSTALLED, INSPECTED, TESTED AND APPROVED PRIOR TO ANY SUBGRADE CONSTRUCTION. ALL PERMANENT GRASS AREAS ARE TO RECEIVE A 4" MUCK BLANKET OR TOPSOIL TREATMENT. A MINIMUM 10' SEPARATION BETWEEN ALL UTILITIES SHALL BE MAINTAINED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING APPROPRIATE SAFETY PRECAUTIONS DURING EXCAVATION AND TRENCHING OPERATIONS AS REQUIRED BY THE "TRENCH SAFETY ACT" AND THE O.S.H.A. PART "P ". THE CONTRACTOR'S MATERIALS AND TEST CERTIFICATE FOR UNDERGROUND PIPING WILL BE SUBMITTED TO THE CITY OF SOUTH MIAMI AND THE ENGINEER. ALL JOINTS SHALL BE FURNISHED WATERTIGHT. U M ( �- L Lo �!J 70+ 1(1) N �--i r %-W Q1 c W `13 a N U^� o U c v1 W o } _ w 0 r O Da i m (D 0. M c � J N ro U_ (Y6 a) U v O m m N J I 0 co LL W Q ❑ -A -A LL Uj W � U n� W t..1.� z V' ) W 06 z Z Q T O U) DATE: AUG. 2001 SCALE: N.T.S. DESIGNED BY: W.M.F. DRAWN BY: M.A.S. JOB NUMBER 01 -2462 SHEET No. C '2 Z)P �+ 0 0. q y A z O z a O 0 U) n 7 W w 0 a z Q ❑ -A -A LL Uj W � U n� W t..1.� z V' ) W 06 z Z Q T O U) DATE: AUG. 2001 SCALE: N.T.S. DESIGNED BY: W.M.F. DRAWN BY: M.A.S. JOB NUMBER 01 -2462 SHEET No. C '2 Z)P �+ 0 0. q y A