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HomeMy WebLinkAboutBack-Up DocumentsPLANS FOR PROPOSED IMPROVEMENTS TO DOWNTOWN MOBILITY NETWORK ALONG S MIAMI AVE AND N MIAMI AVE FROM SE 2 ST TO NE 11 TERR - ALONG SE 1 AVE AND NE 1 AVE FROM SE 1 ST TO NE 11 ST ALONG NW 5 ST AND NE 5 ST FROM NW 3 AVE TO NE 2 AVE - ALONG NW 6 ST AND NW 6 ST FROM NW 3 AVE TO NE 2 AVE INDEX OF SHEETS SHT. No. SHEET DESCRIPTION 0 COVER SHEET 0a ROAD PUNS Ob ROAD PUNS Oc ROAD PUNS Od ROAD PUNS Oe ROAD PUNS 1-19 ROAD PUNS BY MIAMI—DADS BEGIN PROJECT ALONG NW 6th ST BEGIN PROJECT ALONG NW 5th ST MIAMI—DADE COUNTY DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS HIGHWAY DIVISION STEPHEN P. CLARK CENTER 111 NW 15T MIAMI, FLORIDA 33128 THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH AND ARE GOVERNED BY THE MAMI-0ADE COUNTY PUBLIC WOKS DEPARTMENT STANDARDS AND SPEOFICATONS PARTS 1, 2 AND 3. THE MANUAL OF UNFO M MNMUM STANDARDS FOR DESIGN, CONSIRUCIKN AND MNNIFNANCE FOR SRRatla AND HIGHWAYS. THE FLORIDA OPARILQNT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS, AM THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, AS ARMED BY CONTRACT DOCUMENTS NW 1. TERR NW lla STREET NW 10th — ALONGEN END PROJECT NW ea STET IB 1* 9 lull 9M 9 909 r II1 Mt li II W 1f iE NE 11M TERR K lla NE 10a NE Wa — IL ea 9If5 I f I 41 I f I 9 . 1I Si STREET STREET END PROJ NE 1st A\ STREET snRET II—�R-%-11—I am _ r — — � — JLSDII�� I— 9W8--SEA L r ara IY �i; I rE ea1 I mEET IA JI— 1L JL_ I 1 t BEGIN PROJECT ALONG S MIAMI AVE Av 3 11 I I Sift l_ I I II I it M STREET NE SSW STREET TE End snaei NC 1Rt sneer e rHwucR SnEv � SE 1.< STREET SE Ene STREET I ITI I 9�f l �._ —I I I I I II 1 `— BEGIN PR SE 1st us § 9 aI ECT DJECT MIAMI—DADE COUNTY PROJECT NO. 20190348 BDff:. ATTENTION 5 ERECTED 10 TIE FACT THAT THEY PLANS MAY HAVE BEEN REDUCED IN SZE BY REPRODUCTION. THIS MUST BE CONSDERFD WHEN OBTANNG SCALED DATA END PROJECT ALONG NE 6th ST MILES LENGTH OF JOB LIN. FT. MILES ROADWAY 13,269 2.5131 BRIDGE N/A GROSS LENGTH OF JOB 13,269 2.5131 EXCEPTIONS N/A NET LENGTH OF JOB 13,269 2.5131 END PROJECT ALONG NE 5th ST ENGINEER OF RECORD: LEANDRO J. ORA, P.E. FLORIDA REGISTRATION No. 25588 APPROVED COUNTY ENGINEER RECOMMENDED ASSISTANT DIRECTOR SUBMITTED HIGHWAY DIVISION PROPOSED CHECK DESIGN DRAWN DATE SHEET 0 OF 25 SUMMARY OF QUANTITIES NNnm-CADS COUNTY CEP RMEWry ai JNS01MAIM n,0 PUBLIC WORK MENEM MUTT TREMOR( mMECI NO.2I100280 SOTTO 01 " 25 PAY RN NO. ITEM UNIT TOTAL QUANTITY PAY REM NOTES 102-1M MPMEMNCE OF TRAFFIC LS. 102-601 WORK 291E SINS (TEMPORARY. TYPE In EA/DAY 1400 102-1A TO BE ACCOMPLISHED N ACCORDANCE WITH THE FLOREM DEPAR MEAT OF TRNEPOR TATION ROE% 000 SEWS, THE MANUAL OF UNION TRAFFIC CONTROL OLWCES FOR SNatn AND MGHWAY5, US. 102-71-14 CONCRETE BAR RER - CLASS K (TEMPORAY) (F A 0 LF. 0 DEPAAl1ENT OF TRANSPORTATION FEDERAL MGTAAI' ADMIRATION (ANSI DB 1-1978), PUTRID WORKS iQAKKED 102-71-24 CONCRETE BWiER - TEMP. CUSS K RDDGIIOH ( ) L.F. MANUAL OF MEIROPOUTNN DADE COUNTY, AID THE WEST REVISIONS OF THE AFORE MANUALS. NCLUO S THE COST OF FURNISHED, INSTNUN:, MAMNNNO, AND REYOIINO NL LIENS OF 102-74-1 ENDEMICS (TEMPORARY I, IL VP & DAM) EA/DAY 21,120 kiecro YNCE OF TRAFFIC NOT PAID FOR UPPER SEPARATE ITEMS INDAANO BUT NOR UNITED TO SENS, 102-74-2 BARRICADES (TEMPORARY, IWIE 1L 6') EA/MY 210 BENNCAOLS, FLASHING LIGHTS, TEMPORARY PAVEMENT. TEMPORARY PAVEMENT MARRY S, TRAFFIC SOML MODIFICATION FOR TRAFFIC CONTROL, ETC. 102-76A FIASIHC ARROW BOARD (TEMPORARY,MULI*IODE) / ADVANCE WARNING ARROW PEEL EA/MY 210 102-77 I/GH maim FLASHING LIGHTS (TEMPORARY TYPE 'B.) EA/DAY RR 520-1-108 'ELUDES DROP CURB AT DNVEWAYS AND 3 FT OF CURB ENDING AS DIRECTED BY THE ENDNEER ASO 102-81 DELUGING 1E11CNAR *PACT ATREUS DELUGING RDDCATON & RMET) (TO BE USED WIEN REQUITED) EA 0 NCWOES COST OF LIMERICKT 102-99 VARIABLE MESSWE SIGN (TEMPORARY) EA/MY 2 522-1(1) MIMES THE COST OF PEDES IN1 RAMPS. 327-70-01 ELM EN9NG ASPHALT PANDER (1' NO. DEPTH) S.Y. 54,166 337-8-42 HOT 1Q ASPHALT FREER CURSE (RAMC M. FC-9.5 (1) RUBBER ION. 3,085 425-5 ADJUST WANE (N 6m be mAign4 Rpm Add maim rod may be Ncrmmd, Roam' ar VidmW by Wm mimed EA 70 425-6 AQAST EK61NG DUE BOLES (MVO GCE COLNIY) (Ilion 6m N contingent upon ReN smarms ad moy be immured, EA 50 decreased or e6*091 by Me mgNeer) 520-1-10E1 CONCRETE CURB AND sum (11PE '7') LF. 240 520-2-4 CONCRETE CUNT (TYPE'D') Li. 227 522-1 CONCRETE SIDEWALK (4' 1HCU) (MUM PCUL57MY1 NO SF. 87 523-1-3 PATTERED PAVEMENT, 9D/CMAR NPAS-GREEN ME WE S.Y. 5,438 527-2 CUNT RAP CETECTABLE WRING 9ITACE SP. 40 700-20-40 SINGLE POST SIN (FURNISH A INSTALL) (LESS 1NW 12 SF) AS 52 700-20- 0 SNG E POST SIGN (REMOVE) AS 41 700-40-11 REMOVE DIETING MID SIGN < 12 SF. EA. 12 706-1-12A *EFLEC7M PARER MARKERS PERMANENT (BI-OrtcSmM) amber/asl&m EA 11 76-1-12B REFLECTIVE PARER IMRNE6 PBUNENT (Clem ad Red) EA 1,164 711-3-2 PAVEMENT IESNQS (THERMOPLASTIC RR. OND NUDES 1PoW9ERSE BUDS) EA. 2 711-11-1418 TENORASTE (WHITE) (6'-10730' SNP) LP. 9,818 711-11-160 THERMOPLASTIC MEM (MESSAGE) EA 35 711-11-170 IIEAYOPUSDC MEM ORRIS) EA 27 711-11-141 IIENORASWC M110(2 (6'i'/2' SNIP) LF. 4,477 711-11-121 THERMOPLASTIC MEM (SOLD) (6') LF. 27,663 711-11-123 TENORASTE (WHITE) (SOLD) (12) Li. 7,196 711-11-124 IIENORASWC (WHITE) (SOD) (18) LF. 5,200 711-11-125 THERMOPLASTIC MEM (SOLD) (245 LF. 0,793 711-11-221 THERMOPLASTIC (1EUON) (SOLO) (61 LF. 2,1M2 711-11-224 TENORASTE (1E110A') (SOLO) (18') Li. 432 711-14-160 THERMOPLASTIC PREFORMED MATE BIOME 116SAE ND APIARY OVER GREEN AREA EA. 47 ADDTRONN. OUYR0ES ARE CONTINGENT, TO BE USED AS DIRECTED BY THE EN,YRER AND HAVE BEEN INCLUDED N THE TOOL DUMMY AMOUNT SOWN ON THE SUMMARY OF PAY MOM REVISIONS x aL NO.e. P.E. FE. IN. me :: NO.m NwE wrz Non mrz DEPARTIEMT OF 1RANSPORTA1OM MID N1Bl8C WORKS MIAMI—DADE HIGHWAY DN6ION I TN mm am SUMMARY OF QUANTITIES DATE BY DESCRIPTION DATE BY DESCRIPTOR DATE BY DESCRIPTOR re re o re p MIMEO BE: GENERAL NOTFC 1. ANY 60.VD. BENCH MARK MONUMENTS WTHN THE UNITS OF CONSTRUCTION IS TO BE PROTECTED AND PROPERLY REFERENCED BY A REGISTERED -LAM SURVEYOR N ACCORDANCE WITH THE THRUM TECHNICAL STANDARDS OF THE FLORIDA BOARD W PROFESSIONAL LAJD SURVEYORS PRIOR 10 BEGRIMING WORK AT THE STE F ANY MONUMENT IS N DANGER OF DAMAGE, THE PROJECT ENGINEER SHALL NOTIFY RON TAYLOR, FWROA DEPT. OF ENVIRONMENTAL PROTECTION (( )DUPRVE1N, 2AND 2T08. NG 3900 COMMONWEALTH BLVD., TAILSTATKN 105, TALWMSSEE, FLORIDA 32399-3000 TELEPHE 2. ALL PUBLIC LAND COMERS AND TORMENTS MTHN TIE LIMITS OF CONSTRUCTO N ARE 10 BE PROTECTED BY TIE CONTRACTOR AS FOLLOWS: CORERS AND TORMENTS IN CONFLICT TRH THE WORK AND N DANGER OF BENG DAMAGED, DESIRE'S, OR COVERED SHALL BE PROPERLY REFERENCED BY A REGISTERED -LAND 91R1EY0R N ACCORDANCE WITH THE THRUM TECHNICAL SFAOARDS OF THE FLORIDA BOARD OF PROFESSIONAL LAND 91RYE1OR5 PRIOR TO BE0NNNG WORK AT TE 91E. THE C 1101*0TR SHALL RERAN TE LAND SUMMER 10 REFERENCE. MO RESTORE UPON COMPIEIIO1 OF THE TANK, ALL SUCH COMERS AND TORMENTS AND SHALL NRM91 10 MUM -DADS COMITY PUBLC WORKS DEPARTMENT A SIGNED AND SEALED COW OF THE LAND SURVEYORS REFERENCE DRAWN. 3. ALL CONSTRUCTION STALL BE N STRICT ACCORDANCE WT1 THE REQUIREMENTS OF THE MAMI-0ADE COUNTY PUBLIC WORKS DEPARTMENT, AND ANY OTHER STATE OR LOCAL AGENCY WTH JI0WICTDL IT 15 1HE INTENT IF THESE PLANS 10 BE N AMEINTI T WTH APPLICABLE COTES AND AUTHORITIES HANG JURISDICTION. ANY ISOEPAICES BEWEEI THESE PUNS AM) APPLICABLE COPES SHALL BE IMMEDIATELY BROUGHT 10 THE ATTENTION OF THE ENGINEER 7. CONTRACTOR SHALL PIMPLY TRH THE REQUIREMENTS OF THE EPA AND THE NATIONAL P0LUTON DISCHARGE ELMNA110N SYSTEM (NPOES). fl THE LOCATION AND 920 OF THE U111111ES SHOP IN THE PLANS ARE BAWD ON THE BEST AVALABLE INFORMATION AND SHOULD BE CONSIDERED APPRO MATE ONLY. ADDI110NAL DRIVES MAY EXIST W1011 ARE NOT SHOWN ON THESE DRAYTON. THE CONTRACTOR SHALL VERIFY ALL UM111ES BY ELECTRONIC METHODS AND BY PRE -TRENCHING N COODNATON MR ALL UNITY COMPARES. PRIOR 10 BEGRN6NG ANY CONSTRUCTION OPERATION. ANY MD ALL CONFLICTS OF EXISTING UTUTES WITH PROPOSE 6FROVEMEN15 MUST BE RESOLVED BY THE EKQEER AND TIE PM. MI5 WORK BY THE CONTRACTOR SHALL BE PESTERED INCIDENTAL 10 THE CONTRACT TO NO ADD110NAL COMPENSATION SHALL BE ALLOWED. & CONTRACTOR SHALL CONTACT SUMP STATE PE -CALL AT 1-(80)-432-4770 AT LEAST 48 HOOTS PRIOR TO PEMI9MNG ANY UKMiNG 10 VERIFY THE EXACT LOCATION OF E7051NG U1N111ES A CONIRAETOYS REPRESENTATIVE MUST BE PRESENT MIEN UR1TY COMPANIES LOCATE TIER FAg1TE5. THE CONTRACTOR IS 10 USE CAUTION MEN WORKING IN DR AROUND AREAS OF OVERHEAD AND UNDERGROUND MUTES. MUM -DADS WATER AND SEVER OEPARHENT REQUIRES THAT ACCESS 10 ALL WATER AND SEWER VALVES, SANITARY MANHOLES, AND OTTER CONTROL MECHAR6MS BE MALNTALNED THROUGHOUT CONSTRUCTION N THE EVENT OF AN EMERGENCY TO ENSURE THE PUBLIC HEALTH AND SAFETY. COVEDND VALVE BOXES AND MANHOLES CM BE CONSIDERED UNAUTHORIZED OBSIRUCTON OF AND TAMPND VA1H DEPARTMENT UNTIES. ALL REQUESTS FIN UTILITY ADJUSTMENTS MUST BE MADE N WRING AT LEAST TWO (2) WEEKS N ADVANCE. FOT MANIICLE MO VALVES, CONTACT THE CONSTRUCTION MANAG4MEKT SECTION, PUMP STATIONS UNIT, 30T SW 38 AVENUE, FAX NO 305-888-3829 THE DEPARTMENT WLL MAKE PE FINAL AND PERMANENT ADDSMENT AT NO COST TO THE REQUESTING AGENCY. FOR THE ADD59ENT OF WATER METERS, CONTACT THE CHEF OF METER OPERATIONS AND MAINTENANCE, FAX NO. 305-545-34132 FOR ANY FRE HYDRANTS THAT ARE DAMAGED 0R BUMPED CUING CONSTRUCTION, CONTACT THE MWPASD HYDRANT SHOP AT 305-805-4575 BEFORE PORING CONCRETE FOR DE 90EWACH. N THE EVENT OF A WATER QA SEVER BENCENCY, CONTACT MAIM DACE WATER AND SEWER 0EPARIENT AT 305-274-9272 THIS URE A OPEN 24 HOURS, 7 DAYS A WEEK. KNOWN UTILITY COMPARES IN THE PROJECT LM15 INCWOE, BUT ARE NOT OWED TO FM. JAVIER PRATO (305) 442-5172 HOIESIEAD EIECTRC MANIA 00 (305)-224-4721 MUM -DADS WAN PANIC CHONG (788) 268-5255 ATM STEN TAPE (305) 222-8754 FLORIDA GAS 1RAN5MSSION CO JOSEPH SANCHEZ (407) 1338-7171 13. THE CONTRACTOR IS ADVISED THAT PROPERTIES ADJACENT 70 THE PROECT HAVE ELECMG TELEPHONE, CAS. WATER AND SEER SERMCE LATERALS W1101 MAY NOT BE SHOWN N PLANS THE CONTRACTOR MUST REDDEST THE LOCATION OF 111EGE LATERAL SERVICES FROM THE UNITY COMPARES. THE ADO1ONAL COST OF EXCAVATING INS1ALJING BA00TWNG AND COMPACTING AROUND THESE LATERAL SERHCES MUST BE NCLUOED IN THE BD RELATED ITEM FOR THE WORK BEG DOE 14. 15 16. 17. THE CONTRACTOR MUST MANTAN CLEARANCES AS REWIRED BY PHA MILE WORKING N THE PROXMIY OF FM HSH-VOLTAGE TRANSMISSION C00UCIORS AND LOW VOLTAGE DISTRIBUTION CONDUCTORS THE ROADWAY CONTRACTOR MIST MANTAN ACCESS TO ALL PL FACETES AT ALL TIMES DURING HS CONSTRUCTION. ALL DOSING FACLIIES MUST RERAN ENERGIZED WRING ROAD CONSTRUCTION. ANY DAMAGE TO PUBLIC 0R PRIVATE PROPERTY SHALL BE RESTORED BY THE CONTRACTOR AT N0 ADMIRAL COST 10 THE OWNER. 18. ANY ENCROACHMENT WITHIN THE UNITS OF CONSTRUCTION SHALL BE RELOCATED OR PROTECTED BY THE ADJACENT PROPERTY OWNER AT THEM EXPENSE. 19. CLEARING AND MOM, GADDING AND DINER INCIDENTAL WOAD NECESSARY FOR HARMONIZATION OUTSIDE R/W SHALL BE NCUOED N RELATED BO ITEMS. 20. ALL GRASS AREAS AFFECTED BY CONSTRUCTION SHALL BE RE-SWOED. 21. THE CONTRACTOR SHOULD TANS SPECIAL NOTE OF 50L COMMONS THROUGHOUT 1H5 PROJECT. ANY SPECIAL SHORING SEEING OR OTHER PROCEDURES NECESSARY 10 PROTECT ADJACENT PROPERTY, PUBLC 0R PRIVATE, DURING 11E EXCAVATION OF SUBSOIL MATERIAL AND EIPLIRAICN TRENCH, OR RUNG OF ANY AREA, OR FOR ANY OPERATION PANG CONSTRUCTION, SHALL BE THE SOLE RESPON9Bl1TY OF THE CONTRACTOR. 22 IF SHEETING, STONING, OR CEWWIERNG INCLUDING WELL PORTS ARE NECESSARY, TIE CONTRACTOR MOAT MONITOR AIM CONTROL ALL WORK THAT MAY CAUSE CRACKING 10 ANY ADJACENT BOWING STRUCTURE, OR PROPERTY AREA THE CONTRACTOR SHALL BE RE9POMBLE FOR ANY DAMAGES CAUSED BY THESE OPERATIONS COST O 9EETNG 9HOIN& OR DEWAIERING SHALL BE NODDED IN THE RELATED ID ITEM FOR THE WORK BONG DOE. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COTANHG THE OEWAIERNG PERMIT. COST OF THE POWIT TO EL -WATERING SHALL BE NCWOED IN THE 11E RELATED ID ITEM FOR THE NOR EON DOE. 24. THE CON1RAC10R NHL RESTRICT PERSOREL, THE USE OF ELEMENT, AND THE STORAGE OF MATERIALS TO AREAS WMN THE UNITS OF CONSIRUCIION AIM DESIGNATED STAGING AREA. 25 EXPLORATORY OR PRE-1RENCHNG N THE ALIGNMENT AND GRADE OF PROPOSED PIPES STRUCTURES, FRENCH DRAMS, COMMITS, POLE FOUNDATIONS AND/OR SUB -GRADE SHALL BE PERFORMED SEVEN DAYS N ADVANCE OF 115 CONSTRUCTION AS DIRECTED BY THE ENGINEER THE CONTRACTOR SHALL PROVDE UMER RUIN) U1N1TY DOPERS NO THE DEPARTMENT MTH MEDIATE NOTIFICATION OF ANY COf11CT WTH PROPOSED CONSIRUCT0L THIS NOTRCATON SHALL PROVIDE SURVEY INORIIATON ABOUT 005NNG U1E1Y AD0MEKT, GRADE AND POSSIBLE CONFLICTS. PATIENT FOR EPLOUTNIY OR PIE-1RENC11NG SURVEY AND BA0PIWNG SHALL BE NCUIOED N THE COST OF THE RELATED BO ITEM FOR TIE WORK BONG DONE 28. ALL DITCH EXCAVATIONS STALL BE PERFORMED IN FULL COIPLIAM0 MR THE PRCMSON5 OF THE TRENCH SAFETY ACT. 27. ALL EXCESS MATERIAL, AS DESIGNATED BY TIE EKGNEER IS TORE 019OSED BY THE WN1RAC1DR N AREAS PROF10ED BY HIM NM 72 HOURS O BONG DEPOSITED IN THE CONSTR1C110N AREA AND AT THE CONTRACTOR'S EXPENSE 28. ALL DISPOSAL OF MATERIALS, RUBBISH, AND DEBRIS SHALL BE MADE AT A LEGAL DISPOSAL 97E OR BY OTHER PRIOR APPROVED MANNER MATERIAL CLEARED FROT THE 91E AND DEPOSITED ON ADJACENT OR NERDY PROPERTY TILL NOT BE CONSIDERED AS HARING BEEN DISPOSED OF SATISFACTORILY. 2& 30. ANY PM OR SUSPECTED HAZARDOUS MATERIAL FOAM ON THE PROTECT BY THE CONTRACTOR SHALL BE IMMEDIATELY REPORTED TO TIE PRO DOT ENGINEER N110 SHALL DIRECT THE CONTRACTOR 10 PROTECT THE AREA OF KNOWN OR SUSPECTED CONTAMINATION FROM FURTHER ACCESS. THE EKQNEER MILL ARRANGE FOR INVESTIGATION, IDENTIFICATION, AND REMEDATNN OF THE HAZARDOUS MATERIAL THE CONTRACTOR SHALL NOT RETURN TO THE AREA OF CONTAINMENT UNTIL APPROVAL IS PROVIDED BY THE PROJECT ENGINEER. EASING ABOVE GROUT) FEAIUIES ARE SOWN ACCDIDING 10 11E BEST AVAILABLE DATA AND MAY NOT ACCURATELY REFLECT PRESENT COMMON CONTRACTOR SHALL RE RESPONSEKE FOR FAMIIARTONG HMSELF 111114 CURRENT 91E COMMONS, AND SHAI1. REPORT 0193EPANCES TO 11E ENGINEER PRIOR TO STARTING WORD. 31. CONTRACTOR IS 10 VERIFY THE ENACT LOCATION OF ALL BISTRO TREES, STRUCTURES AND U1N1TE5, WII01 MAY NOT BE SOWN ON PUN& ANY STRUCTURE, PAVEMENT, TREES OR OTHER E051NG MPROVEMENT NOT SPECIFIED FOR REMOVAL CONCH IS TEMPORARY DAMAGED, EXPOSED OR N ANY WAY DISTURBED BY CONSIRUCIION PEFDNED UNDER THIS CONTRACT, SHALL BE REPAIRED, PATCHED OR REPLACED AT NO AOD1DNAL COST 10 THE OMER 32 CONTRACTOR TO RELOCATE TREES AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL AVOID DAMAGE 10 ANY EXISTING TREES TO RETAIN. COSTING TEES SHALL BE REMOVED 0LY IF REQUIRED FOR CONSTRUCTOR THOSE TREES NOT INTERFERING W114 CONS1RUC1KN SHALL BE PROTECTED N PUCE. 33 THE CONTRACTOR SHALL USE A STREET DEEPER (USING WATER) 0R OTHER ELEMENT CAPABLE OF CONTROLLING AND REMOVING DUST. APPROVAL OF THE USE OF SUCH EQUIPMENT IS CONTINGENT UPON ITS DEMONSTRATED AIRY TO D0 THE WORK. 3L THE CONTRACTOR SHALL PREPARE TO SUBMIT SHOP DRAWINGS FOR ALL HEMS USED N THIS PROJECT. 35 WEN DI55MLAR MATERIAL CONNECTIONS ARE MADE, SUCH AS CONCRETE 70 METAL, THE 0S91LAR MATERIAL SHALL BE SEPARATED BY COATING THE CONTACT SURFACE W11H IIUMASTC MATERIAL 36. THE CONTRACTOR 15 RESPONSIBLE FOR KEEPING EXISTING AND NEW INIE15 CLEAN OF MEND MAMMAL, LMEROIX, DEBRIS EEO. DURING THE CONSTRUCTOT AT NO ADDTIONAL COST 70 THE OMER. ALL LNES AND STRUCTURES SHALL BE DEWED FMOR TO FRAC INSPECTION AND ACCEPTANCE 37. 38. 3& 40. CAST IRON PRODIUCT& NAVE-0U1Y CLASSIFICATION SUITABLE FOT HGHWAY TRAFFIC COATS OR 15,00 CBS WHEEL LOADS STEEL GRAM AIM COVER& TRAFFIC CLAS9FICA1ON H-2(9 10.00E 21A OVER 8'N20" AREA EX51NG MANHOLES AND INE75 SCHEDULED TO RERAN SHALL BE THOROUGHLY CLEANED BY REMOVNG ALL DEBRIS AND SEGMENTS AND TIE NIERIOR SHALL BE SEALED WTH AN APPROVED NON -TOXIC 8I181/A511C SEALANT. PRIOR TO CONSTRUCTOR THE CONTRACTOR WLL ASPECT ALL BISTRO STRUCTURES WHICH ARE 10 RERAN AND NO1FY THE ENGINEER OF ANY OBVIOUS STRUCTURAL DDKIENCES. 41. CONTRACTOR SHALL ADJUST ALL 0051NG CATCH BARNS, GRATES AIM STOW MANHOLE COVERS 10 MEET PEW GRADES MERE APPLICABLE. 42 RADIUS ON CURB RETURNS ARE TO THE EDGE OF PAVEMENT UNLESS MENNE NOTED. 43. THE CONTRACTOR SHALL BE RESONSELE FOR 11E PROVI90N, NS1ALU10N, AND MANTENANCE OF ALL 1RAP1C CONTROL AND SAFETY DEVICES IN ACCORDANCE MTH SPEOFICATCNS OUTLINED IN THE PUBLIC WORKS DEPARTMENT MANUAL, THE MANUAL OF UNFORM TRAFFIC CONTROL DEVICES, AND THE FOOT DESIGN STANDA D& NUNi-ONOF COUNT' OFP Rmiz dNS01 NlION AN] PUBLIC WORK DOWTATIN MUTT NETWORK PROJECT NO.. 201002130 SRFEI CO 125 44. WHERE NEW PAVEMENT MEETS COSTING CONNECTION SHALL BE MADE N A PEAT STRAIGHT ME AND RUSH WTH THE EXISING PAVEMENT. 45 THE LOCATION OF SOME O01EYM1S IS APPROOMATE VERIFICATION OF EXACT LOCATION AND MOONS IS RE001101 EO. 46. EXI31NG DRIVEWAYS WORT THE OMITS OF THIS PROJECT ARE TO BE REPLACED AT THE SAME LOCATION AND WDTH, UNLESS OTHERWISE SOWN N PLANS, 47. WHERE COMMONS 10 EXISTING SIDEWALKS AND DRIVEWAYS ARE NOT NICATED ON PLANS, PROPER COREC110N5 ARE 10 BE MATE A5 09EC1ED BY TIE EMMET EDP CUB AIM DRIVEWAY COI(C1DNS SHALL BE PROVIDED FOR ACCESS 10 ALL PRIVATE PDPERIES ADJACENT 10 THE PROJECT. PATENT SHALL BE NODDED IN THE COST OF BELATED ID HEMS 45 CONTRACTOR TO NS1ALL )eJ PREFORMED MANSION JOINT WHEN PROPOSED MENU( IMPROVEMENTS 15 IMMEDIATELY ADJACENT 10 E05ING CONCRETE SLAB AND/OR BUNANO 49 THE 90EWALK AT DRIVEWAY TURNOUTS SHALL BE r CONCRETE 50. ALL BUS STOP 50N5 TO BE FURNISHED BY MIAM-DADS TRANSIT. ENGINEER 10 CONTACT ARAM-0ADE COUNTY TRANSIT AT (305)6.37-3753 ONE 1() WEEK PRIOR 10 POURING SDEWALI6 AID COODNAIE THE REMOVAL AIM IEPLAEEQNT OF BUS STOP NTS AND B9MIES 51. COMPLETE AS -BOLT INFORMANT RELATIVE 10 LOCATION AO DEPTH OF PPES, MANHOLES, ETC. SHALL BE ACCURATELY RECORDED BY THE CON1RAC1IR AIM SUBMITTED 10 11E EN I EER PRIOR 10 FINAL ACCEPTANCE OF THE NOR. ALL ELEVATIONS SHALL BE TA07N BY A ROMA REGISTERED SUR9EIUR AIM 910)1 ON THE RECORD DRAWINGS 52 THE 'FOMANT PROHDED IN THESE DRAWINGS IS SOLELY 70 ASSIST THE CON1RAC10R IN ASSESSND THE NATURE AND MEET OF CONDI110N5 MI01 TILL BE ENCWNIEIED DURING THE COARSE OF WORK. THE CONTRACTORS ARE DIRECTED, PRIOR 10 BEING 10 CONDUCT WHATEVER NVESIC.A710N5 TREY OEW NECESSARY 10 ABOVE AT TER OWN CONCLUSION REOAR0NG TIE ACTUAL COMMONS THAT WILL BE ENCOUNTERED, AND UPON NCH B05 WILL BE BASED. REVISIONS DATE BY DESCRIPTION DATE BY DESCRIPTOR DATE BY DESCRIPTOR CNIL 11. Er Rm Na. MR FYNE re SPOYASED BY: DEPAR111ENT OF 1W ISPORTA1LM AND PUBLIC WOKS MIAMI-DADE HIGHWAY DRNTON COMITY GENERAL NOTES CTQRMWATFR Pf1111R)fN PREVENTION PLAN NARRATIVE DESCRPTION THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE DESCRIPTION CONTANS REFERENCES TO THE CONTRACT DOCUMENTS, THE STATE OF FLORIDA EROSION AND SEDIMENT CONTROL DESIGNER AND REVIEWER MANUAL (E&SC MANUAL), THE FOOT DESIGN STANDARDS, AND OTHER SHEETS OF THESE CONSTRUCTION PLANS. THE COMPLETE SWPPP S COMPRISED OF SEVERAL ITEMS INCLUDING: THIS NARRATIVE DESCRPTION, THE DOCUMENTS REFERENCED IN THIS NARRATIVE, THE CONTRACTOR'S APPROVED EROSION CONTROL PLAN (ECP) PREPARED AND SUBMITTED IN ACCORDANCE WITH CONTRACT DOCUMENTS, ANO REPORTS OF INSPECTIONS MADE DURING CONSTRUCTION. ALL OF WHICH ARE COMPLEMENTARY TO THE SIGNED AND CERTFIED SWPPP F ONE S PROVIDED BY THE DEPARTMENT. CONTRACTOR S REQUREO TO MNNTNN COPIES OF THE AFOREMENTIONED ITEMS ON SITE, INCLUDING ALL APPLICABLE PERMITS. 1. SITE DESCRIPTION A MATURE OF WNSTRICDON ACTM0E9 THE PROJECT CONSIST E OE (1) MILE OF ROADWAY RECONSTRUCTION. THE TYPICAL SECTION RMADES A 4-LAM URBM ROADWAY NTH A 155 MEDIAN AND 10' & 12' SCORED PATHS OTHER ACTMIIES NOUDED ARE SICNAIPATION NND LIMING IMPROVEMENTS THE PROPOSED ORAIACE SYSTEM UTILIZES aWB NIETS AND FRENCH DRAIN B SEQUENCE OF MAJOR SOIL DISIURBNG ACTMTIES: TIE CONTRACTOR SHALL PRONE IN THE ECP A OETNLEO SEQUENCE OF CON50NOTION FOR ALL CONSTRUCTION ACTMTES. EACH CQN 101C11 N PHASE REQUIRES TIE RETALIATION OF PERIMETER COMM AFTER CIFNRNG MD GRUBBNG AS EWSSMT FOR THE NSfMUTION OF THE CONTROLS, PRIOR TD DECRANE NA' WORK THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF ARMOR ACIMRES BELOW, UNLL55 THE CONTRACTOR PROPEES A DIFFERENT SEQUENCE THAT S EQUAL O BETTER AT CONTROLLING EROSION AND TRAPPE; SEDIMENT AM S APPROVED BY THE ENGINEER 1) CLEARING AND GRUBBING, AND EARTHWORK. 2) RIVAL GRIMING AND LANDSCAPING WHERE NECESSARY. C. AREA ESTIMATES (ME) 1) TOTAL SITE AREA 13.72 2) TOTAL AREA OF THE SITE MAT 15 EXPECTED TO BE DISTURBED: 12.4E D. D STAG DATA DESCRIBING THE SOIL 0R THE QDALIIY OF ANY DISCHARGE FROM THE SITE AND AN ESTIMATE OF THE SIZE OF THE DRNNME AREA FOR EACH DISCHARGE POINT: 1) RATIONAL RUNOFF COEFFICIENT A) BEFORE: 0.32 B DURING: 0.39 C AFTER CONSTRUCTION: 0.69 2) EXISTING DATA DESCRIBING THE SOIL OR THE OUALRY OF DISCHARGE FROM THE SITE ACCORDNG TO THE UNITED STATES DEPARTMENT OF MRIOULTURE NATURAL RESOURCES CONSERVATION SERVICE SOL SURVEY REPORT OF DACE COUNTY AREA FLORIDA, THE 501L5 ENCOUNTERED ON THE PROJECT ARE SILTY SAND WITH THE UNDERLING SOIL BEING SAND WM1 TRACES OF ROCK FRAGMENTS. 3) THE SIZE OF THE DRMNME AREA FOR EACH OUTFALL A) TH5 PROJECT HAS NO OUTFALLS. 4) THE LOCATION OF EACH OUTFALL S NOT APPLICABLE TO TH5 PROJECT. E SITE MAR: THE ASSOCIATED CONSTRUCTION PLAN SHEETS AND CROSS SECTIONS WILL BE USED AS THE SITE MAR. LOCATIONS OF THE REQUIRED INFORMATION ARE DESCRIED BELOW. THE SHEET NUMBERS FOR ALL ITEMS DISCUSSED ARE IDENTFIED ON THE COVER SHEET OF THE CONSTRUCTION PLANS. 1) DRAINAGE PATTERNS AND APPROXIMATE SLOPES MTDIPATED AFTER MAJOR GRADING ACTMTES: THE SLOPES OF THE SITE CAN BE SEEN ON THE CONSTRUCTION PLAN SHEETS. 2) AREAS OF SOIL DISTURBANCE THE AREAS TO BE °STURBED ARE NDICATED ON THE CONSTRUCTION PLAN DETAIL SHEETS. ANY AREAS WHERE PERMANENT FEATURES ARE SHOWN TO BE CONSTRUCTED ABOVE OR BELOW GROUND WILL BE DISTURBED. 3) AN OUTLINE OF ARRAS WINCH MAY NOT BE DSIURBEQ THESE AREAS OF THE PROJECT OUTSIDE THE CLEARNG AND GRUBBNG AND CONSTRUCTION ACTIVES WHICH ARE COMPRISED OF THOSE THAT ARE NOT SUBJECT 70 ANY SOL DISTURBING ACTMTIES. 4) THE LOCATION OF MAYOR STRUCTURAL AND NONSTRUCTURAL CONTROLS IDENTIFIED IN THE PIAN:IEMPORARY SEDIMENT CONTROL DEVICES SHALL BE NSTALLED AT ALL LOCATIONS WHERE DISTURBANCE OF 50LO5 WILL OCCUR. MOITIONAL MEASURES MAY BE REQUIRED AS NECESSARY WHERE STORMWATER RUNOFF HAS THE POTENTAL TO REACH SURFACE WATERS OR OFFSITE STORMWATER COLLECTION FMILIIIES. 5) THE LOCATION OF AREAS WHERE STABILIZATION PRACTICES ARE EXPECTED TO OCCUR, SURFACE WATERS, WETLANDS MO LOCATIONS WHERE STORMWATER S DISCHARGED TO A SURFACE WATER OR M54: AREAS OF PERMANENT STABILIZATION ARE SHOWN ON THE CONSTRUCTION PLAN SHEETS AND CONSTRUCTION OETAL SHEETS. F. DISCHARGE POINT(S): N/A THIS PROJECT HAS E OUTFALL. 2. CONTROLS A EROSION AND SEDIMENT CONTROLS: THE CONTRACTOR SHALL DESCRIBE IN THE ECP THE PROPOSED STABILIZATION AND STRUCTURAL PRACICES. THE CONTRACTOR MAY CHOOSE T ACCEPT THE FOLLOWING GUOEUNES OR MODFY THEM IN THE ECP, SUBJECT TO APPROVAL BY THE ENGINEER. A5 WORK PROGRESSES, THE CONTRACTOR SHALL MODIFY THE PLAN TO ADAPT TO SEASONAL VARA110N, CHANGES N CONSTRUCTION ACTIVES, AND THE NEED FOR BETTER MANAGEMENT PRACTICES. FOR EACH CONSTRUCTION PHASE NSTALL PERMETER CONTROLS AFTER CLEARING AND GRUBBING NECESSARY FOR INSTALLATION OF CONTROLS BUT BEFORE BEGINNING OTHER WORK FOR THE CONSTRUCTION PHASE REMOVE PERIMETER CONTROLS ONLY AFTER ALL UPSTREAM AREAS ARE STABILIZED. IN MORON: . FURNISH AND PUCE INLET PROTECTION SYSTEMS TO CONTROL EROSION AND SILTATION. . INSTALL SOIL TRACKING PREVENTION DEVICES (SRPW) AT ALL COMMON AREAS WHERE CONSTRUCTION VEHICLES WLL BE ENTERING AND EXITING THE CONSTRUCTION SEE. SEDEEN BARRIERS SHALL BE INSTALLED AND AT THE TOE OF SLOPE OF EMBANKMENTS AND AT LOCATORS AS DESCRIBED IN THE EROSION AND SEDIMENT CONTROL DETALS AND E&SC MANUAL_ . INLET PROTECTION SHALL BE USED FOR ALL EXISTING INLETS SUBJECT TO SEDMENT RUNOFF. . EROSION CONTROL MATS MAY BE UTILIZED AS AN EXTRA MEASURE OF PROTECTION FOR EMEM6EM OR BERM CONSTRUCTION 10 PREVENT EROSION. . CLERING AND GRUBBNG OPERATIONS WILL BE CONTROLLED SO AS 10 ENNUI UNPROTECTED EROOBIE AREAS EXPOSED TO WEATHER AREAS OUTSDE THE WITS OF CONSTRUCTION SHALL NOT BE DISTURBED. . EXCAVATED MATERIAL SHALL NOT E DEPOSITED N LOCATIONS WHERE TIE MATERIAL COULD E WASTED AWAY BY HGH WATER, RAN OR 510RMANTER RUNOFF. SRWUILE5 SHALL E COVERED OR ENCRCLED WM1 SEDNEM DEVICES. 1) STA1UZAIION PRACTICE: IN THE ECP, THE CONTRACTOR SHALL DESCRIBE THE STABLEMEN PRACTICES PROPOSED TO CONTROL EROSION. THE CONTRACTOR SHALL MUTE AL STAMUZAIION MEASURES AS SOON AS PRACTICAL, BUT N NO CASE MORE THAN 7 DAYS, IN PORTIONS OF THE 9E WHERE W1SIRIICIION ACMES HAVE TEM'OR11LLY OR PERIMEN1LY CEASED. THE STABLOATON PRACTICES SHALL ECLDE AT LEAST THE FOLDNNG, UNLESS OTHERWISE APPROVED BY THE ° OREM. A) TEMPORARY: OCEANS SIN, MULCH, AM ARTIFICIAL COWRIES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. B) PERMANENT: NCWOS ASPHALT O CONCRETE SURFACE, SOD, ROADSIDE WALES, AND WOOS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 2) STRUC1RAL PRACTICE& N THE ECP, THE CONTRACTOR SHALL DESCRIBE THE PROPOSED STRUCTURAL PROCIIES TO CONTROL AND TRAP SEGMENT AND ODIERNSE PREVENT THE DISCHARGE E POLLUTANTS FROM GOOSED AREAS OF THE SITE SEGMENT CONTROLS SHALL E IN RACE BEFORE GSDAENG SOL UPSTREAM OF THE CONTROL THE STRUCTURAL PRACTICES SHALL AGUE AT LOST THE FOLLOWING, UNLESS OTHERWISE APPROVED BY THE ENCREER. A) 1EMPOIARY: INCLUES INLET PROTECTOR SYSTEMS, SEGMENT BARRIERS, TURBIDITY BARRIERS AND SOIL TRACKING REVIEWER DEVICES AS PER THE ES&C MA&IAL AM THE CONTACT DOCUMENTS SEE EROSION AND SEGMENT CONTROL DE1K5 FOR MORE INFORMATION. AL SEGMENT CONTROLS SHALL E N RACE PRIOR TO ANY SOL 05IUENG ACIMIY. B) PERMANENT: NCLUDES FDMSDE WALES. B PERMANENT S100641 R MANAGEMENT CONTROLS: STORMWATER RUNOFF WILL E CONVEYED IN A ROADSIDE WALE TO TIE TENCH DRAIN AND WILL EMOTE N10 THE GROUND. DRNWCE STRUCTURES WITHIN TIE CORRIDOR CONSIST OF CURB NETS, AND FRENCH DRAM C. CONMOL FOR OTHER PO1EN101 POLLEN/MS: THE CONTRACTOR SHALL PRACTICE COW HOSEEEPNNG BY NSTITUIINC A CLEAN, OROEOLY WNSTRUCIION ATE THE FOLIDWNG CONTROLS SHALL E MPLEIENIEO TO FURTHER EDUCE POLLUION AT THE PROJECT SITE: 1) WASTE DEPOSAL: N THE ECP, THE CONTRACTOR SHALL DESCRIBE THE PROPOSED METHODS TO PREVENT THE DISCHARGE OF TOLD MATERIALS, INCLUDING BULDND MATERIALS, 10 WATERS OF THE UNITED STATES THE PROPOSED IEIHI00S SHALL INGUAE AT LEAST THE FOLLOWING. UNLESS OTHERWISE APPROVED BY THE DOWER A) THE COAT RCIOR SHALL DEMONSTRATE THE PROPER DISPOSAL OF NJ_ CONSTRUCTION WASTE GENERATED WITHIN THE PROJECT WITS WASTE MAY NCLUDE, BUT NOT E LIMED T0, ECUAIOR FROM CLEARING AND CRUENC ACIM1LS, PACKAGING MATERIALS, SOAP BULGND MAERLS, ALTER FROM TRAVELING PUBLIC, SWAM FROM SANBNO FACLLDES, IERBCIDE5 AII PESTICIDES AND THEE COMES, AO HYDROCNBO0 PRODUCTS. COMPACTOR SHALL DESIGNATE A WASTE COLIEC110N AREA DOTE AND DENOTE THE AREA ON THE SWPPP 5E MAP. B) SANITARY/SEPTIC FAQUES SHALL E PROVIDED AND MWTAED N A NEAT AND SANITNO CONDITION, FOR THE USE OF THE CONTRACTOR'S EMPLOYEES AS NECESSARY TO COMPLY WITH THE REQUIREMENTS NO EQUATIONS OF THE STATE MD LOCAL BOARDS OF HEALTH. A LICENSED SANT O WASTE MAAGEMDN CONTRACTOR AS TOUTED BY STATE EG MATT NS ILL COLLECA ALL SWAM WASTE FROM PORTABLE WITS. C) THE CONTRACTOR DULL PRONE LITTER CONTROL AND COLLECTION VOTE THE PROJECT OMITS DURING CONSTRUCTION ACUMEN. CONTRACTOR WILL PRUNE AN ADEQUATE NUMBER OF LITTER CONTAINERS WITH UDS AT THE STAGING, STOCKPILE AND FIELD OFFICE AREAS (AS N'RICIBLE). WASTE COLLECTION WILL E SCHEDULED SO THAT CONTAINERS ARE EMPTIED PRIOR TO OERRON. SPLL1D UTTER CONTANERS ME E CIFINED UP MIEOIATELY. 2) OFF -SITE VEHICLE TRACKING & GENERATION E DUST: N THE ECP, THE CONTRACT:IT SHALL DESCRIBE THE PROPOSED METHODS FOR MINNOW OHWIL VEHICLE TRMONO OF SEGMENTS NO OENERATNG DUST THE PROPOSED METHODS SHALL MIME AT LEAST THE FOLLONNO, UNLESS OTHERWISE APPR0IED BY THE HARDER A) STABLIINC WNSIRUCRON ENTRANCES AS NECESSARY ACCORONG TO THE MSC MANUAL AII THE CONTRACT WCUIENIS. B) THE CONTRACTOR SHALL TAKE TENURES TO NSUE THE CLEANUP OF SEDIMENTS THAT HAVE BEEN TRACKED BY VEHICLES OR HAVE BEEN TRANSPORTED BY WING DR STORMWATER ABOUT THE 91E O ONTO NEARBY RO1AW1s. C) RENDING EXCESS DIRT FROM ROADS DALY. D) USNG ROADWAY WEEPERS WRAC DUST GENERATING ACTMIIES SUCH AS DCAVATION AND M ENG OPERATIONS E) STABILIZED CONSTRUCTER EPITOMES AND CQRSTRUCIION ROADS IF APPROPRIATE, SHALL E MPIEMENTED N ODERR TO REDUCE OFF -SIZE TRACED. F) LOADED HAUL TRUCKS SHALL E COVERED WITH TABPMLN EXCESS TINE ON THE ROAD SHALL BE REMOVED DULY. 3) SITE O LOCAL REUATOM N TIE EDP, THE CONDUCTOR SHALL DESCRIBE THE PROPOSED PROCEDURES TO COMPLY WITH APPLICABLE STATE AND IDOL REGULATORS ORS FOR WASTE DISPOSAL, AND SANITARY SEWER O SEPTIC ATRIA 4) APPLICATOR OF FEREN2ER AND PESTICIDES A) THE ARPLUCAION AND HAMLNG E HEEICOES AND PESTICIDES SHALL E N COIPUYDE VIM THE MANUFACTURER ECOMDIED METHOD AND IN A:COROANE WITH FORE SDNIALB SPECIFICATIONS FOR ROAD AII BRIDE CONSTRUCTION AS MODRED BY THE CONTRACT DOCUMENTS B) HERBICIDES AND PESTICIDES SHALL E STORED ONSIIE N TER ORIGINAL CONTALERS WITH PRODUCT LABEL NTMT. 5) TOXIC SUBSTANCES AT MATERIALS N THE ECP, THE GRNO�OF �SUBSTANCES CAITHAT ARE TO E USED ON THE JCR AND PROdEAMAADAIC THE GENERATION APPLICATOR,, MIGRATION STORAGE, P DISPOSAL OF THESE SUBSTANCES. NUN-OAOF COUNT' — RM2ryOr dNS01 ANION Are PUBLIC WORK DOWNTIME MOSNTY NINON PROJECT NO.. 201002130 SHf[l OF M 25 B) CONTRACTOR SHALL PROVIDE EQUPIET MCESSNO' TO CONTAIN AM CLEW U SPLLS OF HAZARDOUS MATERIALS, INCLUDING PETROLEUM PROUST& SELLS SHALL BE CONTAINED NND CLEATED UP MMEDIA1ELY AFTER THEY OCCUR. SPILLED MATERIAL AND THE EQUIPMENT USED TO CLEW UP THE SPLL SHALL NOT CEME N CONTACT NTH SURFACE WATERS OR BE INTRODUCED TRIO STORMWATER OWES& OF SURPLUS PRODUCT WE BE DONE AMERCING TO MANUFACTURER RECOMMENCE MEIHOO. C) CONTRACTOR SHALL PRUNE A PROTECT SPECNIC HAZARDOUS MATERIALS SPLL CONTROL PLAN N ORDER TO ADDRESS THE ANNDUNG OF HYDROCARBON AM HAZARDOUS MATERIALS. 0) PETROLEUM PRODUCTS SHALL E STEREO IN COIDEO NEWS NTH SEC/TEARY CONTANIENT 511RNU*0NG CONTAINER E) TOXIC/HAZARDOUS MATERIALS EIREED DURING CONSTRUCTION M,IMIIES SHALL E HANDLED PER THE FOOT STANIIVB SPECFFATITE FOR ROM NO GRIME COSTRUCTDR AS MOORED BY THE CONTRACT DOCUMENTS. D. APPROVED SATE MO LOCAL PLANS NO PERMITS 1) FEP GENERIC PERMIT FOR SBRILWAER OSCNUDE FROM LARGE AND SMALL CONSTRUCTION ACIMIES. 3. MAI ENWCE: IN THE ECP, THE COTRACTOR SHALL PROVIDE A PLAN FOR MVNTANNG ALL EROSION AND SEDIADIT CONTROLS THROUGHOUT CONSTRUCTION. THE WMENVNCE PLAN SHALL AT A MNMIR DEEPLY wow THE FOLLOWING: A SWIM TAPPERS -TWELVE (12) MONTHS, E AS RETUNED, REPLACEMENT MERVAL IN ACCORDANCE WITH CONTRACTS SPECIFICATIONS. C. INLET PROTECTION Storms AT IRE1S-CHECK AMER RECALL EVENTS. CLEW IF CLE0NG OCCURS D. THE MNNTDARCE OF 11ESE DEVICES SHALL OCCUR UNIL THE ENGINEER MS DEEMED AN NFA PERIA ENTRY SMBL®. IT WILL E THE RESPONSBIUIY E THE CONTRACTOR TO REMOVE EROSION AND SEGMENT CONTROL DEVICES ONE THEY HAVE SERVED TIER PURPOSE. 4. INSPECTION A THE CONTRACTOR SHALL E REQURED TO COIUICT DULY VISUAL NSPECRONS OF AL TOPORAAY AFRO PERNEIT EREIM CONTROL IEA91RE4 ALONG THE PR01EOT CORROOL THE CONTRACTOR SHALL MCN AIR REPAR AND/OR RERME THESE REMS AS EESSAR0. B. THE 0UNEER SHALL HAVE M INFECTOR REVIEW THE PROJECTS 10NRIRARY AM PENMEN EROSION CONTROL MEASURES FOR TIE TEMS WEED BEEN AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND/OR OM 24 HOURS OF THE DID OF A STORM EMT S 0.5 INCHES DR GREATER A WRITTEN NSPECWN REPORT (FORM ATAACH� 15 REQUIRED EVERY SEVEN CALENDAR DAYS DR WITHIN 24 HOURS OF THE END OF A STORM THAT DEPOSITS 0.5 ITCHES RAN O GREATER 1) OUIFNLS NO THE WATERS E THE UNITED STATES 2) POINTS OF DISCHARGE TO MUNICIPAL SEPARATED STORM SEWER SYSTEMS 3) DISTURBED AAEIS OF THE SITE THAT HAVE NOT BEEN STABLIZED 4) AREAS USED FOR STORAGE OF MATERIALS THAT ARE DPOWD TO PRECIPITATION 5) STRUCTURAL CONTROLS 9) STO MIER MYAGEIEIT SYSTEMS 7) LOCATIONS WHERE VEHICLES ENTER O EMA TH5 SE 9) CHECK THAT THE APPROVED DR REVISED EROSION CONTROL PINT IS FOLLOWED 9) WHERE SITES HAVE BEEN STOWED, NSPECTONS SHALL E CONCOCTED AT LEASE ONE EVERY wont C. THE CONRMCIOR STALL INMATE REPAIRS REHN 24 HOURS OF INSPECTIONS FIAT INDICATE TENS ARE NOT IN GOOD WORKING ORDER D. IF INSPECTORS NOIOATE THAT THE INSTALLED STABILIZATION AND STRUCTURAL PRACTICES ARE NOT SUFFICIENT TO MN1SZE EROSIOR ETAN SEGMENT, AND PREVENT DISCHARGING POLLUTANTS, THE CONTRACTOR STALL PRONE ADDITIONAL MEASURES, AS APPROVED BY THE ENGINEER 5. NON-SIOR AFTER DISCHARGES A IN THE ECP, THE CONTRACTOR SHALL COMFY ALL ANTICIPATED NON-STORM/A1ER OISCHA .S (EXCEPT ROWS FROM FRE FIGHTING ACIMIES} THE CONTRACTOR SHALL OESCRE THE REPOSED MEASURES TO PREVENT POLLUTION FROM THESE NON-S ORWATER DISCHARGES. B. IF CONUIINATED SDI OR GROONEETER S ENCOUNTERED ROM CONSTRUCTOR, THE CO IRACIOR S TO CEASE OPERMWS N THAT AREA THE CONTRACTOR SHALL CONTACT TIE MINI-DADE COUNTY REDUTATDWY AD ECOTONE RESOURCES COPLANCE DESK, AT (305) 372-9955. 9. WNITDCIOR/SIBWNIRACTOR CERTIFICATION. A FOR EACH MEASURE MENDED IN THE WPPP, THE CONTRACTOR AM/OR SUBCONTRACT/ER(5) THAT WILL MPIEMENT THE MEASURE MUST SIGN A COPY OF THE ERIIRGIION STATEMENT, RDVOED IN APPDBN A OF THE %PPP, PRIOR TO CONDUCTING ANT CONSTRUCTION AUNTIES AT THE SITE REVISIONS DATE BY DESCRIPTION DATE BY DESCRIPTOR DATE BY DESCRIPTOR CNIL r�Fr Fm NO. MR re SPOYASED BY: DEPARTIOIT OF 1WMSPOR1A11131 AND PUBLIC WORKS MIAMI-DADE HIGHWAY DIVISION mum STORMWATER POLLUTION PREVENTION PLANS GRAM CRAWL ROMEO MAWR DROP INLET PROTECTION -GRAVEL CURB INLET PROTECTION -GRAVEL GRAVEL APPLICATIONS (TYP.) OR APPROVED ALTERNATIVE NOTES FOR INI FT PROTECTION ORAVII• 1- NSTALARN/APPLICATION CRITERt • PLACE WIRE MESH (WITH j INN OPENINGS) OVER THE INLET GRATE EXEWING ONE TOUT PAST THE SONS IN ALL DIRECTORS. • RACE FILTER FABRIC OVER THE MESH. FILTER FABRIC SHOULD BE SELECTED BASED ON SOIL TYPE • RACE GRATED GRAVEL, TO A MIRROR DEPTH OF 12 NICHES, OVER THE FLTER FABRIC ANl EMMOINJ 18 NICHES PAST THE GRATE IN ALL DIRECTORS 2- MWIEIW10E: • INSPECT INLET PROTECTOR AFTER EVERY LARGE STO N ENDO AND AT A MINNA OF OWE M0RLY. • REMOVE SFDILENT ACCUMUTAIED MEND 0D9E5 4 NCNES IN DEPTH. • REPLACE FILTER FABRIC APO CHEW 0R REPLACE GRAVEL IF CLOGONG IS APPARENT. 3- LMRATON9 • REWMIDOED FOR MINIMUM DRANAOE AREA OF ONE ACRE • EXCESS FLOWS MAY BYPASS THE INLET RETUNING DOWN GRADIENT CONROLS. • POIUNI HALL OCCUR AT NIET. PARTIAL INLET DITCH BOTTOM INLET MALES COMPLETED INLET RUCK WAWWJ 1 SWALE INLET PROTECTION ALONG INLETS WITH ROCK BAGS BALES OR APPROVED ALTERNATIVES NOTES FOR SYNTHETIC BN FS OR BM E TYPE BARRIERS. 1-1YPE I AND 1 SYNTHETIC FARRIER SHOULD BE SPACED N ACCORDANCE WITH CHART 1, SHEET 1 OF 2010 F00T DESIGN SWARDS NDEX 102 2-BALES SHALL BE ANCHORED NTH TWO (2) 1'K2* (or 1' BHA.) W 4' WOW STAKES. STAKES OF OTHER MATERIAL DR SHAPE PNOVINN; EQUIVALENT 1IIRRMTH MAY BE USED F APPROVED BY THE ENGNEER. STAKES OVER 1HNI WOOD SHALL BE REMOVED UPON COMPLETION OF THE PROJECT. 3-RWIS APO POSTS SHALL BE 2'44' WOOD. OTHER IATERWS PROADNG EQUIVALENT STRENGTH MAYBE USED F APPROVED BY THE DOWER 4-AONCENT BALES SHALL BE NUTTED FIRMLY TOGETHER. 5-WHERE USED IN CONJUNCIIOI W111 SLT FENCE, BALES SHALL BE PLACED ON THE UPSTREAM SOE OF THE FENCE INLET PROTECTION SYSTEM (TYP.) OR APPROVED ALTERNATIVE ORM BATOR MIAMI-DADE COUNT! CEP R I SNRY dNSIOM u0 PUBLIC WORK DOYNTGN MCNUTT NONOMC PROEM NO.. 20100280 SHf[l UA M 25 REVISIONS DATE BY DESCRIPTION DATE BY DESCRIPTOR DATE BY DESCRIPTOR MgM DEPARIIIEST OF 1R MISPORTAIDM AND PUBLIC WORKS MIAMI—DADE HOMY DMSI011 ODUNIYROW. w. INLET PROTECTION SYSTEMS DETAILS POST OPTIONS 50TFWODD 2 >I' DIA. SOFTWOOD 2'x4' HARDWOODSTEEL 1.33 ID9/FT ELEVATION FILTER FABRIC IN CONFORMANCE WITH SEC. 985 FOOT SPEC.) SECTION TYPE III SILT FENCE (TYP.) SI IT FENCE PROTECTION IN DITCHES WITH INTERMITTENT FLOW SILT FENCE APPLICATIONS (TYP.) PRINCIPLE POST POSITION (CANTED 20 TOWARD FLOW) SLIT FENCE PROTECTION AROUND DITCH BOTTOM INLETS NOTES FOR SILT FENCES: 1- TYPE 11 SILT FENCE TO BE USED AT MOST LOCATIONS WHERE USED IN DITCHES 1HE SPACNG FOR TYPE 11 SILT FENCE SHALL BE IN ACCORDANCE WI111 CHART 1, SHEET 1 OF 2010 FOOT DESIGN STANDARDS IIDEX 102. 2- TYPE IV 9LT FENCE TO BE USED MERE LARGE SEDIMENT LOADS ARE A711ICPA1E0. 51GG:S1ED USE IS WHERE ALL SLOPE IS 1:2 CR STEEPER ANTI LENGTH OF SLOPE EXCEEDS 25 FEET. AVOID USE WERE 1HE DETANED WATER MAY BACK INTO 1RA3EL LANES OR OFF THE RIGHT OF WAY. POST OP110N5: SOTFlY00D 4' DN. SOFTWOOD 4'x4' HARDWOOD 3' DN. STEEL 1.33 IW/R MIN. ELEVATION 199919999111 POULTRY MESH (20 GA MIN.) 0R TYPE A FENCE FABRIC (INDEX No. 801 & SEC11ON 550 FOOT SPEC) TYPE IV SILT FENCE (TYP.) DIRECTION OF RUNOFF WATER PLANT VIEW OPTIONAL POST POSITIONS V SECTION NUNi-DADS COUNTY CEP RIDI dN96572121 NTION DNB MEDIC RORN DOWWWNN MOBILITY NiRIORK PROJECT NO. 20I120250 SUM De OP 25 PRINCIPLE POST POSITION (CANTED 20 TOWARD FLOVn POULTRY MESH TYPE A FENCE FABRIC FILTER FABRIC SILT }70W PLACE THE END POST OF 01E FENCE BERM THE DID POST OF TIE OTHER FENCE A5 SHOWN. ROTATE BOTH POSTS AT LEAST 1130 DEGREES N A 0.00085E DIRECTION TO CREATE A TINT SEAL 81T1 1HE FABRIC MATERIAL DRIVE BO111 POSTS ALTO THE GROUND AND BURY RAP JOINING TWO SILT FENCES (TYP.) 3- DO NOT CONSTRUCT SILT FENCES ACROSS PERMANENT FINING WA1ERCOUR540 SILT FENCES ARE TO BE AT UPLAND LOCATIONS AND 11A✓BIDIIY HARPERS USED AT PERMMENT BODES OF WATER. 4- WHERE USED AS SLOPE PRO1ECION, SILT FENCE IS TO BE CONSTRUCTED ON OK LONGINONAL GLIDE TO ODD 0INNNL2NG RUNOFF ALONG THE LENGTH OF 1HE FENCE. SEDIMENT BARRIERS (TYP.) OR APPROVED ALTERNATIVE REVISIONS DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION tele re 91PODDSTO BY: DEPAR111017 01 1WIIISPORTA11041 AND PUBLIC WORKS MIAMI DADE HIGHWAY DIMOI canny SEDIMENT BARRIERS DETAILS CENFRAI MHFC 1. TRAFFIC CONTROLS SHALL BE IN ACCORDANCE WI11 THE PROJECT PLANS, THE MUM-DADE COUNTY PUBLIC WORKS MANUAL AS PERTAINS 10 MAINTENANCE CF TRAM, THE CURRENT EOIION OF THE FLORDA DOT DESIGN STANDARDS (600 SEREST, THE STANDARD (EASES AS DMMW CRITERIA FOR ROAD AM BRIDGECONSTRUCTORAND THE MANUAL ON UNFOM TRAFFIC 2. 11E CONTACTOR SHALL DEVELOP MAINTENANCE OF TRAFFIC PLAN OF HS OWN, MEMO 11E REWIRDENTS SPECFED N 11E MANUAL OF UMFORM TRAFFIC CONTROL DEVICES LATEST EDITION ARID THE F0OT NDO% 600 SEWS. 11E CONTRACTOR'S MAINTENANCE OF TRAFFIC TABS SHALL BE NOMTTED TO THE ENCEEDR FOR REVIEW AND APPROVAL PRIOR TO START OF CONSTRUCTOR. THE PLANS SHALL BE 9GE0 AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED N THE STATE OF FLORIDA. 3. TEMPORARY PAVELENT SHALL CONSIST OF A THRUM OF 6 NCH UMERCEK BASE, PRIM: COAT AND 1-1/2 INCHES WA THE BASE VIER SHALL BE RACED OVER A FFM, UNYIELDING, HELL -COMPACTED SUB,RADE COST OF CONSBWICION AND REMOVAL OF TEMPORARY PAVD/ENT TO BE INCLUDED N PAY ITEM 339-2, TEMPORARY ASPHALT. 4. THE CONTACTOR SHALL IMEOATDY REPAY ALL POTHOLES THAT ODELOP WTHN THE PROJECT W11S AND WLL MAINTAIN A SUPPLY OF COD MK ON THE PROJECT 91E TO EXPEDITE THOSE REPAYS COST OF REPAY 10 DE INCLUDED N PAY ITEM 339-2, TEMPORARY ASPHALT. 5 NOTIFICATION OF HAKE CLOSURES OR TEMPORARY DETOURS SHALL BE ACCOIMP U9HED 14 WORKING DAYS MICR 10 CLOSURE OR DETOUR BY CCORDINATNG WI1H DADE COUNTY PUBLIC WORKS DEPARILEHT AND DADE COUNTY TRAFFIC OPERATORS 5 THE CONTACTOR SHALL N01FY LAW DFORCDQNT AND FIRE PROTECTION SERVICES TWENTY-FOUR (24) HOURS N ADVANCE OF A DETOUR IN ACCCROA10E WITH SECTOR 336.07 OF TM FONDA STATUTES 7. AT THE DISCRETION OF THE ENCEEERR, IF A LANE CU/SAE CRISES EKIFNDED CONGESTION OR DELAY, THE CONTRACTOR SHALL BE DIRECTED TO REOPEN THE CLOSED LAWS) UNTIL SUCH TIE THAT THE TRAFFIC ROW HAS RETURNED TO AN ACCEPTABLE LEVEL. B. THE 1RAFNC AND TRAVEL WAYS SHAH NOT BE ALTERED BY THE CONTRACTOR TO CREATE A WAR( ZO( MIL ALL LABOR AND MATERIAL ARE AVAILABLE FOR THE CONSTRUCTION IN THAT AREA. 9. LANE CLOSURE SHALL OCCUR ONLY DANNC NON -PEAT( HOURS ON NOESFHT DAYS/NOM& N0 INTERRUPTION TO TRAFFIC W PERMITTED FROM MOIDAY-FRIDAY 7-9 AM. AIM 4-6 P.M. OR O1 6100*0N05 NO HOLIDAYS. 13. 14. REGULATORY SPEED ESTABLISHED ROM THE WORK ZOM TRAVEL WAYS SCULL BE 25 MP.H REDUCED SPEED MD REGULATORY SPEED SIGNS SHALL BE NSTALIFD ON SEPARATE POSTS N ACCORDANCE WITH THE S AMABD MOTES. CONTRACTOR SHALL MNTAN ACCESS 70 PRIVATE PROPERTY WRING A111 PHASES OF CONSTRUCTOR. LOCAL RESUENTS WITHIN TIE AREA OF CONSTRUCTION SIGH BE GIVEN ACCESS TO TER PROPERTY WRING ALL ROSES OF CONSTRUCTOR. LOCAL RESIDERS NCWDE ALL COMMERCIAL ESTABLISHMENTS AND BUSINESSES. SIGNS ARE 10 BE LOCATED BEFORE EEH BUSINESS DR SHOPPING PLAZA ENTRANCE WHERE CONSTRUCTION MGATIVELY REACTS THE ACCESS TO THE BUSINESS 0R SHOFAR/0 PLAZA OR AS DIRECTED BY THE DOWER TAO SINS WLL TYPICALLY BE MOORED AT EACH ENTRANCE SIGNS ARE 10 BE DISPUTED AS DESCRIBED N ADD( 600 OF THE ROADWAY AND TRAFFIC DESIGN STA ARDS. AS DETERMINED BY THE MEERR, THE COITUCIOR SHALL COVER WORK ZONE SIGNS WHEN COMMONS ND LINEN WARRANT TIER USE COST OR COI(RIIG AM UINCO(RNG TM SIGNS SHALL BE INCLUDED IN PAY ITEM 102-1A, MIRDWNCE OF TRAFFIC. CONTRACTOR SOUL REMDNE, RELOCATE, OR COVER AMA' EXISTING OR PROPOSED SONS THAT CONFLICT WITH THE TRAFFIC CONTROL RUNS WHEN THE CONNO N0 LONGER E0515 THE CONTRACTOR SIGH RESTORE THE SIGNS 10 TREK ORIGINAL AESOP/. COST OF 1EMPORJRY REMOVING, RELOCATING, COVERING, NO RESTORING THE SIGNS SILL BE NCWDED IN THE PAY ITEM 102-1A MAINTENANCE OF TRAFFIC. 15 EACH ENSUING STREET NAME AND TRAFFIC SIN AFFECTED BY CONSTRUCTION SHALL BE RELOCATED AND MANTANED N AN APPROPRIATE LOCATION FOR TM DURATION OF DE PRDECL WEN NO LONGER AFFECTED BY CONSTRUCTOR THESE 905 SOUL BE RESTORED IN THEY ONG111 PMTO1. COST OF 1EMPO ARLY RELOCATING NO RESTORING TM 9G15 SHALL EE NCWDED IN PAY ITEM 102-1A, MAINTENANCE O TRAFFIC. 16. THE CONIR/CIOR SHALL NOT PROPOSE ANY ALTERNATIVE TRAFFIC CONTROL RAN THAT REDUCES THE NUMBER OF TRAVEL LANES SAWN ON THE CONTRACT TRAFFIC CONTROL PUNS. 17. ARROWS ON THE TRAFFIC CONTROL PUN DENOTE THE ERECTION OF TRAFFIC ONLY AND 00 NOT RE ECT PAVEIQR MARKINGS UNLESS SPECFKWIY NOTED. 18. CONTRACTOR SHALL BE RISP(NSBLE FOR THE IMMEDIATE REMOVAL OF STORM WATER ERR ROADWAYS UT® FOR NANTANNG TRAFFIC N A MANNER APPROVED BY THE DIMMER. COST FOR RMOVWIG TM WATER SHALL EE NCWDED IN PAY ITEM 102-1A, MAINTENANCE OF TRAFFIC. 19. FOR DROP-OFF, THE CONTRACTORI ATTENTION IS ERECTED 10 FGOT STANDARD NDO1 N0. BOOR SHEET 7 OF 10. THE CONTRACTOR SAIL USE SHOULDER TREATMENT DETAIL WEN N0 BARTERS 11( REWIRED N DE PLANS. 20. DURING ASPHALT CONSTRUCTOR GPERA1W5 NO MORE THAN I)(" CROP -KIT BETWEEN ADJACENT TRAVEL LAMS OR AT TRANSVERSE JOINTS SHALL BE ALLOYED WREN LANES ARE OPEN 10 TRAFFIC. WERE DROP OFF COMMONS 00ST, THE SIGNING FOR METER PATE ENT SHALL BE NSTAUED FOR THE DURATION OF THE CONWION (W8-9APJ. 21. DE CONTRACTOR A TO PLACE TEMPORARY OR REMOVABLE PAVEMENT NARIWIGS BETWEEN EACH LAYER OF PAVEMENT, AND IS RESPONSIBLE FOR THE TEMPORARY RELOCATION O SOP BARS a STOP SOURS AS APPLICABLE. PAVEIEIT MARKINGS AND BARRICADES PLACEMENT SHALL BE APPROPRIATELY COORDINATED. 22. DE CONTRACTOR SHALL REMOVE ANY ENSUING OR TEMPORARY PAVEMENT MAKINGS THAT CONFLICT WITH THE TRAFFIC coma. PLANS GN(NG OR MWNG SHALL ONLY E PERMITTED IN NON -TRAFFIC AREAS. COST OF REMOVAL OF TEMPORARY PAVEMENT WRONGS, REGARDLESS OF METHOD, IS INCLUDED IN THE RELATED PAY TOM USE OF BLACK PANT TO COVER EASING AND/OR TEMPORARY PAVEMENT MAKINGS IS PROHIBITED. 23. TEMPORARY LANE 1RANSI1(0N5, 91015 AND CROSSOVERS SHALL HAVE SOLID LAM AND EDGE WOES FOR DE LENGTH OF THE TRANSITION, SIFT OR CROSSOVER N AMMER SAID LAM AND EOE WOES SHALL WOO 100 FT. ON DE TANGENT SECTOR BEYOTO EACH END OF THESE CROSSOVERS OR TRANSITON AREAS. COST OF THE TEMPORARY RPM SHALL BE INCLUDED IN PAY ITEM 102-1A, MAINTENANCE CF 1RAFFIC. 24. TEMPORARY RASED PAVEMENT TAMERS (RMAS) SHALL BE NSIAUED ON DE EDGE, CENTER AND LANE WOES OF ALL CROSS -DIVERS, TRANSITIONS, AND TANGENT WALL m W M DE WORT ZONE WERE THE VEHICLE PAINS ARE ALTERED. 11E SPACING FOR APSE RIMS SHALL BE 40 FT. ON CENTERS FOR TANGENT SECTIONS AND 5 FT. FOR 1RANSITONS, CURVES, AND CROSSOVERS. THE RIMS SHALL EI(TOO 100 FT. ON THE TANGENT SECTION BEYO1 EACH END OF THESE CR09OVER5 OR 1RAN911011 AREAS COST OF THE TEMPORARY RPM SHALL BE INCLUDED N DE PAY ITO/ 102-1A, MAINTENANCE OF TRAFFIC. CONTRACTOR SHALL AMER MINA -LOAM COUNTY TRAFFIC SIGNS AND SIGNALS OW90N LOCATED AT 7100 NW 38 STREET, MUM, FLORIDA 33166 AND PHONE NO. (305) 592-3470, 48 HOURS PRIOR TO ANY MODIFICATION OF AN D05FN0 TRAFFIC 9GNAF WHILll. THE CONTRACTOR SHALL HATE FULL RESPONSOUIY FOR THE MAINTENANCE CF THE DOSING OR 113/PORARY TRAFFIC 9G AL(5) WTN THE PROJECT UNITS COST OF RELOCATING TRAFFIC 9G1AL HEADS, PROVING AND 'MOVING IEMPOURY 96N15, AND MANTAMNO THE COMM TEMPORARY TRAFFIC SOUL SIGH. E NCWDED IN PAY ITEM 102-1A, MAINTENANCE OF TRAFFIC. THE PROPOSED SIGNALS SHALL BE NSTALED AND OPERATOR4. BOOR TO THE REMOVAL OF THE EXISTING SYSTEM AND SHALL BE ADJUSTED TO THE TRAFFIC NEEDS FOR EACH CONS1RUCT101 RUSE. THE CONTRACTOR SHALL MAINTAIN ON -NNE COM/UMCATTON OF EXISTING LNG OR 11:MPORARY 9GNAUUION VIA NIER O NECT OR PHONE WE CONSTRUC110N. CO/TRACTORS SHALL PROVIDE TEMPORARY ONES AND FANECTIONS F NECESSARY. 0351 OF MANTAMNG COMMUNICATION, N0UDNG TEMPORARY WES AND MINIONS SHALL BE INCLUDED IN PAY ITEM 102-1A MAINTENANCE OF TRAFFIC INTERSECTIONS SOUL BE RECONSTRUCTED WORKING ON A CONTINUOUS ONLY BASS UNTIL COMPLETE AND UNTIL S1RUCIORA. COURSE IS N RACE. AT ALL INTERSECTING 61¢u1 N0 LESS THAN ONE TOAD CONSTRUCTOR MEAD' 9G1 NO ORE TE M CONSTRUCTOR' 9GN MUST BE INSTALLED. (TYO EACH FOR STREETS WITH WORM. ADJACENT INTERSECTIONS SHALL NOT BE CONSTRUCTED SIMULTANEOUSLY UNLESS DIRECTED BY THE ENGNEER FOR DERV BLOCK, CONSTRUCTION OF DRAINAGE AND SIDEWALK SHO WD BE CONCURRENT NTH ROADWAY CONSTRUCTION. MOT TIWNSMON5 ARID TEMPORARY INTERSECTION CROSSOVERS WHERE CONSTRUCTION HAS CAUSED GRADE GRERDIC£5 BOWEN THE EXISTING AND NEW ROADWAYS SHALL BE CONSTRUCTED USING A 1L20 HIM SLOPE 10 ACCOMMODATE VEHICULAR TRAFFIC FROM ANY PREDICT. ALL MATERIAL, WORK, INCLUDING ITS REMOVAL, SHALL BE INCLUDED N PAY ITEM 339-2, TEMPORARY A9'HALT. C00R0HATN MTH DAME COUNTY PUBLIC WORKS DEPARTENT MI BE REQUIRED. PAVED TEMPORARY C 16(01(NS SHALL BE PROVDED AT NTIASEC110N5 AS ERECTED BY THE ENGINEER 1RAFFD SHALL BE MANTNNED OR A PAVED, GAT -FREE SURFACE AT ALL TIMES THE CO/TRACTOR MUST MAINTAIN TWO LAMS OF TRAFFIC AT ALL TIMES ALL LAMS TO BE A MNNAA OF 10 FT. N TOTH. PLANS NOCATE OLY THE PHASES FOR CONSTRUCTOR. MILLING AN7 RESURFAONG OPERATONS MIST FOLLOW THE SAME FOOT 600 NOEL SERFS, AND MIST BE ACCOMPLISHED AT HOURS APPROVED BY THE ENGINEER CONTRACTOR SHALL BE RE6OR9BLE FOR MANTNHNG ROADWAY LIGHTING LLD/RATION LEVELS WING CONSTRUCTION. THE CONTRACTOR SHALL MA RIAM COMM UGI1NG OR SUPPLY TEMPORARY UN111NG UNTIL THE PROPOSED SYSTEM A IN OPERATOR DE KDNIRACTT SHALL SUBMIT A COMPLETE PROPOSED METHOD OF MANTAMNG U911NG FOR APPROVAL BY COUNTY ENGINEER PRIOR TO DECRANG WORK. REFER TO ROADWAY UGHTNG PLANS AND OTHER APPLICABLE ORAWNGS FOR 1 0RMA11ON ON METRO AND PROPOSED ROADWAY LIG TRIG AND DETAL OF ROADWAY CONSTRUCTION. IF ANY PART OF THE SYSTEM IS OARED BY FP.ML, COORDINATE CLOSELY NTH RPM. CONTRACTOR SHALL BE RSPOR9BLE 70 PROVIDE ER0901 CONTROL MEASURES TO PIEIENT OLD OF PROPOSED DRAINAGE STRUCTURES NO SEGMENT INTRUSION ON WATERWAYS WRING CONSTRUCTION. THESE MASURES SHAH. BE APPROVED BY THE ENGINEER AND CO/FORM WITH WRENT EDITOR OF THE FOOT DESIGN STANDARDS FOR EROSION CONTROL (100 SEREST. CONTRACTOR MIST MAINTAIN MANAGE AT ALL 1R(5 DE DOTING (MANAGE SYSTEM SHALL BE KEPT DPERATOIAL OR TEMPORARY DRAINAGE PRDYDED WALE THE PROPOSED DRAINAGE SYSTEM IS BERG CONSTRUCTED. THE CONTRACTOR SHALL PROVIDE THE N(CESSARY n9PORARY DRAINAGE AS APPROVED BY THE ENGINEER. ALL COSTS SHALL BE LACTATED IN THE PAY ITEM 102-1A MAINTENANCE CF TRAFFIC AT TE DO OF EACH WORK DAY OR WHENEVER DE WORK ZONE Bums INACTVE, ANY CROP OFF GREATER THAN 6 INCHES (150 MMl ADJACENT TO THE PEDESn9A1, BICYCLE, AO WEELOWR TRAVEL PATHS SHALL BE BACIDLIED FLUSH W 1 SAID PATHS OR PROTECTED MTH 'TEMPORARY FENCE, CONCRETE FEARER WALL OR APPROVED HANDRAL COST SHALL BE INO.UOED N THE PAY ITEM 339-2, TEMPORARY AWHA.E PEOESTNAT BICYCLE, AM WEDDHM TRAFFIC SHALL BE MORTARED AND WEED U9NG APPROVED WARNING LIGHTS, SIGNING, AND DELINEATION DEVICES ON AT LEAST DINE SIDE OF THE PROJECT AT ALL TIES THROUGHOUT THE PROJECT WITS THE TRAVEL PATH SHAH BE A IWNMUR OF 4 FT. WOE W 1 A SMOOTH SURFACE THAT W NOT SUCK AM IT SHOULD BE RAMPED AS M(ESSNRY FOR =MUtt. COST SHALL BE INCLUDED N THE PAY ITEM 102-1A, MAINTENANCE OR TRAFFIC. THE CO/TRACTOR SHALL FURNISH MO MARIAM NAMABLE WEL, SONS AS ERECTED BY THE ENGINEER MESSAGES FOR THE RIMS SHNl BE AS DIRECTED BY THE ENGINEER. THE VMS SHALL BE IN PLACE OE WEEK BEFORE THE START OF ANY WON ITEMS AFFECTING THE DOSING VEHICULAR AND PEOESIRIN TRAFFIC VMS INSTALLATION, OPERATION, AND REMOVAL 10 BE INNDED N DE PAY 006 102-1A, NNW:NANC: O TRAFFIC. THE CO/TRACTOR MUST PROVIDE FIASHNC ARROW BOARD FOR ANY LAM THAT IS CLOSED OR (VERIED. NRANR-ONOF COUNT! OFP Rmiz dNS01 VAIN AN] PUBLIC WORK DOR ANN MCNUTT NEIWON( PROJECT NO.. 201002130 SHFLI q Di 25 REVISIONS DATE BY DESCRIPTION DATE BY DESCRIPTOR DATE BY DESCRIPTOR CNIL 11. Er RED NO. MR WOE re SPOYASED BY: OEPARTIOIT Cf 1RASPORTAIRN AND PUBLIC MORES MIAMI—DADE HINNY DR9ON mum MAINTENANCE OF TRAFFIC GENERAL NOTES Nu.-ONOF COUNT! — R 21,r, dNS01 VIOLA u0 PUBLIC WORK —it/ 30 50 DOWNTOIN YWIITT IE1tl01EI PRELIM"! N0. 2010020 SHF2I 1 0r 25 SCALE I ..3O % �;`�A ''� �.- - • Oy i , ,,,., �� 7. _ �„ , Li .p4�iT��1 Q J 10' 1144, III �� Nif\�� 10' Ana wow. A. :. LLL .. �--+.r ,min ! I \� b I II y;f I/1 — ` \�I ( Ell6" WHILE SOLID J 'b PROP. -OI`- ' - —' b 10'-30' SKIP 8" WHITE W/ RPM O 20' SPA. PROP. 24' NHITE' tY WHITE RRRR� 15' RPM al -DIRECTIONAL PROP. 6" MHI GREEN PYMT. W/ F c 130 6° WHITE (2-4 SKIP) o WHITE/RED B. WE 0-4 SIIIP) . , „ 1� - = • g i:i'R - •: i( : -. a- lnr °PROP. 18" WHITE - -- - - - $" L. N.R - - - - / �= ° ... �� 90' �A III I I / I SE 1st AVENUE TURNING _ --fir _ �t - - VEHICL,EESS �L P �I/� NO .... I �.___- .. i �°$ •1WHITE�9 i �� �� PIRA )AD or BEGIN 1 PRZLS j PROP. SIGN �' PROP. - SIGN III R3-9cP R10-15 III R10-11 (MOD(R) ��II N SEE ABOVE RIGHT PROP. 18" YELLOW I• �k p 14 '� .� Z In 1 PROP. 6° YELLOW ' a U Z PROP. I - N 1Y WHITE , IIyIyIII 1 yW!! Oi 1111111 PROP. 6" WHITE ';. `PROP. 8" � le \ (PROP. 6° YELLO ib - 66" WHITE SOLID ° • U �� es 10'-30' SKIP 6' WHITE ,` W/ RPM @ 20' SPA. 24 WHITE �` ' 12" WHITE 10'-30' SKIP 8' WHITE Z liallitic ` 15' �ME I-DIDRECTIONAL PROP. B"NHITE,i c,E_rq 8YME (P.51�) M b 15' BI-DIRECTIONAL -RPM �y •PROP. .� / / °/ °� °/ °.f °�..°/ °� Mia v. 18° ;E./ v. - - - 21 i Tn • lal �� _ _. �1 NE 1st AVENUE ( 0•;i i I � ' . ....` �• III ' - 1Y WHITE II..� ,"• -yeti 4.4 - fill rig.11111.71.11 I 80 ill . M. REVISIONS x m, P.r. CNIL 11. NL ROI NA ::. Nwc N.rz Nwr nrz OEPAWIIIEIIT OF 1006PORTAIRMI AN.' AND PWORKS MIAMI-DADE NNHWAY MYWION ROAD PLANS DATE BY DESCRIPTION DATE BY DESCRIPTOR DATE BY DESCRIPTOR � .0 .o re MIMEO B.. CO 1M1Y MIAMI-DADE COUNTY DEP ,„zw, dNS01 VIOLA AN] PUBLIC WORK ' 30 50 MOSIITT IEINORR PRELIM"! N0. 20100280 SHELL 2 0f 25 SCALE 1"-30• W y! 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SIGN PROP. 6" YELLOW 11 6° WHITE SOLID f PROP. 1Y WHITE _ PROP PROP. 24° WHITE ' 24" WHITE =r W( RPM 4 20' SPA. ' 24" PROP. L 12° MHITE �10'-30' SKIP 8" WHITE Z // k 15 z 6° WHITE SOLD J z b 11• /15 b I\_RPM 8I-DIRECTIONAL b c GrEDI PLAIT W/ WHITE/RED W/ RPM 0 20' SPA. CCm 6" WHITE (2-4 SKIP)NA CIO V • --___ -- PROP. 8° WHITE rNE 1st AVENUE b� I I 50' PROP. GREEN PRAT. PROP.YWHITE VEHICLES �_ likr"..4.— en c-^PROP. SIGN . PROP. SIGN 1 R3-17 R10-15(R) .• (MOD.) r ""' u u _ REVISIONS M MIL m, P.P. fE. EMR RIM MD. MR Nwc pmNNN nrz DEPARIIIEMT OF 1RANSPORTADON AND PUBLIC S MIAMI-DADE HOMY DIWNDI ROAD PLANS DATE BY DESCRIPTION DATE BY DESCRIPTOR DATE BY DESCRIPTOR m .o m p MIMED BY: CO 1M1Y . Nuu,DoE comet oEP uclg aggunvor .N] ume wet ' 30 50 DOWNTOIN MUTT NEWKIR I MOM N0. 20100280 SHE[1 3 0f 25 SCALE 1•'30MATCH UNE 'Cr FOR CONTINUATION REFER TO SHEET 14 .. ■� L, PROP. 8" WHITE 1 / 1 �NRNING VEHICLES ( .,,` 6° WHITE SOLID I III M O 20' SPA. 11�'113 ' I- III, ),: L I .11 II PROP. SIGN W M) kJ (III PROP. MM.. INN R10-15(L) ik LJ` PROP. 6' YELLOW 1 24" WHITE 1111 (MOD.) 2 0 ' 6' PROP. 6' YELLOW �\ � � PROP. L I 24" WHITE i i VI PROP. —^\ WWI PROP. b 12• MHITE 10'-30' SKIP 6• WHITE b O = - PROP. 24" W14TE 4 t7 WHIM �i PROP. PROP. I I 24' WHITE b V 12• WHITE PROP. •- 24' MHITE L _ _ 15' RPM BI-DIRECTIONAL b • 6° WHITE SOLID r I i I 12' WHITE c F Z $ PROP. 6" WHITE " PROP. 6• WHITE l NHITE/RED W/ RPM 0 20' SPA. GREEN PMI. W/ 1 Z�3c WWI 80 3o — — 6• WILE (2-4 9P) I 1 P PROP. 18" WHITE $" Tn PROP. 18" NHITE ,n . -_ -_ a- r - _ z _ �f r ,I, PROP6" MHITE . �irr f `. PROP. WHITE I I1 / NE t AVENUE s 4 ' 1.. PROP. NO •;:'. •PROP. SIGN PROP, GREEN P4MT. R ONN RED R10-15(R) j 6" WHITE ROP. • (MOD.) PROP. 8" WHITE . . wr 'PROP. 1 ' WHITE 6' YELLOW PROP. SIGN R10-11 MATCH UNE HH• FOR CONTINUATION REFER TO SHEET 14 MATCH UNE 9• FOR CONTINUATION REFER TO SHEET 18 ,. 1 - \ liPROP. GREEN PAU'. - PROP. 6• WHITE N / � t„ W -,.,---Au, m b Lu,1\1111 r, _-.�-......... _ ---_ 1 PROP. 6" YELLOW- .,8" YELLOW PROP. 6° YELLEI II 1 . --_ (VW_01111,- I r PROP. PROP. 12• WHITE EXISTING PAVEMENT MARKINGS TO REM IN .. ,i,.; IA HITE 6• WHITE SOLID PROP. n 10'-30' SKIP 6" WHITE H W/ RPM O 20' SPA. 24" WHITE • 15�� ECTIONAL 1=1 4 2 GREEN ME W/ 20'R c c 1 X P. 6" WOE (2-4 90% '$ 3 q 85�8• TIHIIg (2-4 SKIP) I 12* ist ,/// 50' S0• .. III--- 20' PROP. 1 �''',''''//i - za• WHITE ,; PROP, EXISTING BIKE TO REMAI,I�;': — PROP. 6° YELLOW / PROP. 6" WHITE , _ LANE 18" WHITE PROP. 18" WHITE 1_ s V NE 1st AVENUE ' • 6 WHITE BIKE LONE 6" WHITE SOLID PROP. SIGN PROP. GREEN MIT. P. , W RPM O 20' SPA. R3-17 MATCH UNE •JJ• FOR CONTINUATION REFER TO SHEET 18 REVISIONS N m, PA MIL fE. ENR N<R NO. MR Nwc muN.N nrz DFPA IIWMT OF 1RANSPORTAIDM AND PUBLIC SORES MIAMI-DADE HOMY DIWWDN COlwTM ROAD PLANS DATE BY DESCRIPTION DATE BY DESCRIPTOR DATE BY DESCRIPTOR al � .o p arcv.0) n. MUM-DADE COUNT! 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R Nwc N.rz NNN nrz DCPARl11EMT OF 1RANSPORTAXN MNp PUBIJC MONKS MIAMI—DADS 14UAY DAMN mum ROAD PLANS DATE BY DESCRIPTION DATE BY DESCRIPTON DATE BY DESCRIPTON al o M p MIMED BY: MUM-MOE COUNTY OEP ,„zw, dNS01 VIOLA MO PUBLIC WORK 30 50 DOWNTOIN YOBM NEn01EI maul N0. ]0150}80 5NE[1 5 0P 25 SCALE 1"A30' }- DI •'OII c .. • 01 III II III 1 ),I ;II I'i � EXISTING PAVEMENT TO REMAIN �) - 10'-30' SKIP 6" WHITE 1s RPM BI-DIRECTIONAL S F MARKINGS - GREEN PLAIT. w B"IR 1t WHITE , �r PROP. 6' WHITE:- WHITE/RED = g S.--- _ �- i —W. in ! _ Q 1 PROP. 6° WHITE— 180 EXISTING BIKE LANE TO REMAIN / y \ I PROP. 6" WHITE TURNING NE 1st AVENUE foal VENICLES� DOSE ( 1 BIKE LANE �� PROP. SIGN PAY �, PrAAwE I I� PROP_ SIGN R10-15(R) yypy I .) n I (MOD.) (TO BE REMOVED) L J - sr'. L I 10� Lti Z ✓ f T T PROP. PROP. r18' YELLOW PROP. 6" YELLOW [18° YELLOW 1 u t 10' » , ■ PROP. 8° YELLOW J _ _ PROP. 6° WHIT , 1 �, am 20W/ 30 R A�II PROP. 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N0. 2010020 SHFEI IB Cf PS GCAIE 1"�30' VI ij �P� INE 'AA' FOR CONTINUATION SEE BELLOW LEFT 11 12 1II �/ r EXIST. <..: :, PAY BY PHONE PAY BY PHONE - �` - �� (TO REMAIN)snv SW a" (TO REMAIN) tF `\ � PROP 8" WHITE PROP. 18 MHITE n �' y._ fi PROP. 24" NkIITE 1= � p ?';d - PROP. 8" WHITE �0'-30' STOP 6" WHITE 6" WHITE SOLID Tn 15' RPM EA -DIRECTIONAL PROP. GREENPWIT. 1., W/ RPM 0 20' SPA. *MITE1m PROP. 6° WHITE 20T2 20'R� �_• �/ --- N /� 75 - 6rMHITE-W4SISKIP -� 1� I\• _• 1n _• _• _• _• _• _• _• _• 7w _• _• _• _• _ PROP. 18" WHITE _�Ji • • �• �• -� 1n �• -� r__ �, ram I o PROP. ¥T/ . PARKING ( ) PARKING I II ANY I� I 1 Pi f - 1 ANY I I�Nw I I I� I I� 5 VI 111 �, PROP. SIGN R7-1 (R) d srn STREET �, �, LUST GAT. �Y •.+E•' R7-1 (L) & PAY BY PHONE PAY BY HKME BY PHONE s \ R3-17 PAY SIGNS R3-17bP ENDS SW PAY BY PHONE SAW SwW (TO BE REMOVED) (TO BE REMOVED) (TO BE REMOVED)Alga III (TO BE REMOVED) (TO BEREMOVED)SIGNS h 1 y U LU N 2 +j ' - T 11 111`Al: I 3 _ 2 Q q PROP. +. ' _ HITE // 1U 0 20'�' I I CI II urS PROP. 18° WHITE -. - _ 1 •1 PROP. 8" WHITE `PROP. 8" WHITE o u a I 30'R ' SKIP 8° WHITE ' GRE N PNIL W• / =10'-30' s" WHITE soup W/ RPM 0 20' SPA. / SKIP 6" WHITE F 22�SSe f10'-30' ` 8' VIE (2-4 90P) _— I. 15'RPM BI-DIRECTIONAL o F 15' I_RPM BI-DRECDONAL 15.2' 2>' PROP. GREEN PRAT. WHITE/RED WHITE/RED PROP. 6" WHITE /ilk �, la PROP. 18" WHITE !` „I, -� PROP. GREEN PINT. PROP. 2' C&G I �►,1 PROP. `-PROP. 6" WHITE - 6' WHITE (2-4 SKIP) 1P'I y- 12°W11E NW 6th STREET FOOT DE A RANT �� -111 FDOT INDEX No.304 TURNING �NEHICLES pROp. SIGN (} L J DOSE PAY PHONE CT® .. _ : - s yC th' { R10-15(L) (MOD.) SON PROP. SIGN �' r... :,'„ Av. lO BE REMOVED) R3-17 III 111 REVISIONS x R , P.E. MIL MM. ix IAA ROI NA RRR. N2E NwE nrz DEPAR111EWT OF 1RANSPORTAIDM Alb POMO WORKS MIAMI-DADE WNW! DI ON CD 1MTM ROAD PLANS DATE BY DESCRIPTION DATE BY DESCRIPTOR DATE BY DESCRIPTOR r .0 rep MIMEO R, 30 W MIAMI-DADE COUNTY DEP zu dNS01 NliON u0 PUBLIC WORK DOWNTOIN MUTT K NORR PROECI NO.. 20100280 SHEET 1) Di PS SCALE 1.30' mi' W MI .. " ~111� ��' III \ A� °-81 CONST. MODIFIED CR-A RAMP CONST. MODIFIED CR-A RAMP FOOT INDEX No.304 FDOT INDEX No.304 BY OTHERS 5' 6 15 ( ), III1 III IIII III \PU j 111 p •y ti ��� L, �, L , ti t . __ I� RL'?S g "" -�' g �.1 , \ PROP. 2 CdG 1T2 1 R 1 \ PROP. 18° WHIilli � PROP. ,WHITE \ Jam: �/ N 666 WHITE _ tg $ 8' WHITE WHITE 1\ ' ' `PROP. 12'' T�`PROP. 6• WHITE ` :6. -.4 : — 11 - - g ! GREEN MtMt25'R W/ /.. 10'R PROP. 6' WHITE1E 6' WILE (2-19W) ONE -TONE 12.4' 0'-30' SKIP 6' WHITE 15• 10' 1B IllsI i I, PROP. 2' CdtG N' A E' SKIP'- NHITE E EARTH EPDXY PROP WH�7E PAINT �� 1,.6 _ a V RPM BI-DIRECTIONAL PROP. 16' WHITE �RRM 0I-DIREC11 I �� ,. F r .GREEN PVMT` PROP. GREEN PN,IT. WHITE/RED PROP. 6° WHITE PROP. GREEN PN,IT ,1 'a .. -_ -_ -- -_ .��YYv paq FNO 7 - 8' WHITE I P t 125' - 6° • I1a - e° WHITE (z-a sKP) j11 BY u TO BE R E OVID CR-A 501/ RAY BY PHONE DONS PAY BY HIPoE SKWS()FDOCONTINDEXNo044 (BY OTHERS) RAMP BE REMOVED) MTO EB REMOED)) T00 EMOV ;PAY 1 a -, (I -;;,, 1 ig-3 I f�7_I i �,�,.ii gki� ° >Y B, 3 III Z Q IIl III �� �� ..A _ . ��l 7 F PROP. -." -, "6 co & '. fit 12MHITI Q• q 10' 8 �� o \� _ \� . 1 . PROP. 6' WHITE P. 6' WHITE - F ' —_ 6" WHITE SOLID _ 30 7'1 i-' —_ • • rW/ RPM ®20' SPA. 10'-3E1' SKIP 6" WHITE '"I Ll � _ `` 15' I\_RPM BI-DIRECTIONAL PROP. SIGN 2 6" ICE (2-4TA0),� _ PROP. 8° WHITE WHITE/RED PROP. 8° WHITE R3-17 �Te i3 ,n f LPROP. 18' WHITE P. 18' NHI1E , W ' — �\12° PROP. WHITE -� — ' Y M - —/ 1! �� i'i /� 10' 28' - 8' WHITE r �7Ir P� 1 �NW 125' - 8° WHITE (2-4 SKIP) I I I I I PROP. GREEN PVMT. (2-4 SKIP) I, ""°"�Il Ppp�� 1 w .. I Li I I II F �' 5 PROP. GREEN PVMT• '. •_ ' _ PRGY. SIGN TURNING ~VEHICLES :I�: 6th STREET L JL�J Li". J , linJ' I ririi _ L , R10-15 L (MOD.) ) �_ EXIST. ANY or PBO E L J R7-1 (R) & v MST. PAYBY PHONE ATTACHED TO iIXf) PAY BY PHONE ''''++ ;al q r'i14 \iik 0 { .t V �y _ S MN - I --'�I (TO BE REMOVED) (TO BE REMOVED) (TO BE REMOVED) REVISIONS x MIL m, P.F. ExN RIM IM MA MR Nwc N.rz NMN nrz DEPM111EWT OF 1WINSPORTA110N Alb PC S MIAMI-DADE NOLWIAtIAY DF*ON TM ROAD PLANS DATE BY DESCRIPTION DATE BY DESCRIPTOR DATE BY DESCRIPTOR � � o p s.ERM� M,. 30 RG NUNi-ONOF COUNTY OFP low, dNS01 NliON MO PUBLIC WORN DONMWIM MUTT WIXOM( PRELIM"! N0. 20100280 5.1 18 Cf 25 SCALE 1 30' WATCH LINE 'DD' FOR CONTINUATION REFER TO SHEET 17 I1 P^O"I rr WATCH LNE 'EE' FOR CON11NUA11ON SEE BELLOW LEFT I 1 LJ E.GSF. 1 1 LJ E.GST. PAY BY PHONE SON PAY BY PHONE SIGN (TO BE REMOVED) (T0 BE REMOVED) 6" WHITE SOLID PROP. 6" WHITE W/ RPM 020' SPA. PROP. 6" WHITE 6" WHITE /PROP. _ — /10'-30' SKIP 6" WHITE o /-10'-30' SKIP 6" WHITE • 15' BI-DIRECTIONAL 15' \_RPM BI-DIRECTIONAL . F I_RPM WHITE/RED PROP. 6° WHITE J PROP. 6" WHITE WHITE/RED PROP. 6° WHITE ' - - ( \ X. \ \' \ 1 ' \ " - V i V\ /� ' \ \ I N PROP. 18" WHITE f - LPROP. 18" WHITE _ ,PROP. 18" WHITE — -LT -0- -o- -0- 26' - 6" WHITE (2-4 SKIP) PROP. GREEN PVMT. 20' - 6" WHITE I— ��+ I ' a �No PROP' GREEN PW"T' uo (2-4 SKIP) ' 'llPapuYNGI NE 6th STREET :�EI� '( )raxRluc l NO rltitE NO II TIME I EtlSI L JL�J R7-I (R) d PAY BY PHONE .' (T0 BE REMOVED) I II ANYPARKING PGRRING I L JL�J EH57 L JL�J I TIME I MST.. R7- g EXIST. EMT I ANY TIME I R7-i (RJ k L�J R7-1 (L) PAY BY PHONE R7-I (L) L�J PAY BY PHONE SIGN SOW SIGN APIS (TO BE REMOVED) (TO BE REMOVED) (TO BE REMOVED) (TO BE REMOVED) I GNY I I La 1 a ❑ J • DOSE & R7-1 (U & O PAY BY PHONE SCAB (AlpCIIED PCB) (TO BE REMOVED) 1 1 `- RPM BI-DIRECTIONAL PROP�6" WHITE r ?MIN ATIDN FER 1 14 • 11 l illEOLID WHITE/RED W RPM 0 20' SPA. PROP. 8" WHITE — 10'-30' SKIP 6" WHITE_\ 15' — z f10'-30' SKIP 6" WHITE z _ `` 15' RPM BI-DIRECTIONAL-.IFJ _ F PROP. 6' WHITE WHITE/RED PROP. 6° WHITE O PROP. 6" WHITE LPROP. 18* WHITE -91 PROP. GREEN PVMT. NE 6th STREET in ROP. 18° WHITE ROP. 18° WHITE 5» 4' - 6 Il o^^^ 6 PROP. GREEN PVML �Il PARKING. W (2-4 SKIP) II ANY I 3 TIME L JLJ EXIST. R7-I (R) & PAY BY PHONE SIGNS (T0 BE REMOVED) (2-4 SKIP) REVISIONS P.c. 5 NMIL 11. IAA RFN MG MR Nwc Nrz N.N nrz DFP88111EMT OF 1RANSPORTAIDM MID PUBLICS MIAMI-DADE HOMY DI O ROAD PLANS DATE BY DESCRIPTION DATE BY DESCRIPTOR DATE BY DESCRIPTOR � o � ' p MIMED N. CO 1MTM �. . 30 DD NUNi-DNOF COUNT! OFP ,„zw, J N:MAIM MO PUBLIC WORN DOWNT01N MINTY KNOW PRELIM"! NO.. ]I100}90 SHFFI 19 Cf PS SCALE 1 J7 11NUATON REFER TO SHEET 18 S r , I ITy.- am" F'' fJL t_ i �I PROP. 6' WHITE 2ROP.WHITE 1 i L 1 j - r ri, • 10'-30' STOP 6° MHITE dam. — — 15' RPM BI—DIRECTIONAL `= *'",. ' ii - I' tam I, ' PROP. 8° MH -, WHITE/RED PROP. 8" WHITE I • `C I ROP.' I I I I I I I I I PROP. 18" WHITE �- - -c W M i g 56' — 6" WHITE (2-4 SKIP) \I -•.y., = PROP. GREEN MIT. d ' III NE ,,..T ,4 GN III :1^': BEGIN J l d III 11 REVISIONS x CNIL m, P.F. ix FFR NO. MR Nwc N.rz Nwc nrz DFPM111EMT OF 1RANSPORTADI M AND IC IMMIKB MIAMI—DADE HOMY DMMDI ROAD PLANS DATE BY DESCRIPTION DATE BY DESCRIPTOR DATE BY DESCRIPTOR � .o �, p BY: MIMEO . COIIMTM