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HomeMy WebLinkAboutTCPIiF.ormIITRAFFICCONTROLPLAN-©i.bPROJECTNAME:fl4QlcjQpJH-rfl€fl%SPERMIT#UI%OO(cSS1CONSTRUCTIONCOMPANY:fl5borreX’Zfjfl5tfyd1(TIPHONE#:-R),8c7SI3CONTACTNAME:IIfFJ5f4SPHONE#:______________ADDRESS:(C(ôONEÔPaCe5t’€100CELL#:t(JE-MAILADDRESS:jijI.rôbecf°‘FAX#:__________PROJECTWCATION:’IO7—QN.94hN/E/S/WOF:_ _ _ ___ _ _ _ _ ___ _ _ _WORKTIME:+________________________________APPROVEDBY:_ __ _ __ _ __ _ __ __ _ __ _WORKDATE:’________________________________APPROVALDATE:__ _ __ __ _ __ __ _ __ __ _PermitHolderagreestoallthefollowing:•ComplywithalltrafficregulationsoftheCityofRentonandtheStateofWashington.•PrepareatrafficcontrolplanandobtainCityapprovalofthatplan.Thatplanshallbeimplementedforallstreetandlaneclosures,andtheplanshallbeperformedincompliancewiththeManualonUniformTrafficControlDevices.•Notifyemergencyservices(253-852-2121)twenty-four(24)hoursbeforeanystreetorlaneclosures.•Anylaneorstreetclosuresnotinconformancewiththeapprovedtrafficcontrolplanand/orwithoutnotificationofemergencyservicesmayresultinreceivingacitationforviolationofR.C.W.47.36.200through47.36.220,9A.36.050RecklessEndangerment,andotherapplicableStateandCitycodes.•IndemnifyandholdharmlesstheCityofRentonfromanyandallclaims,actions,andjudgments,includingallcostsofdefenseandattorney’sfeesincurredindefendingagainstsame,arisingfromandrelatedtoimplementationoftheapprovedtrafficcontrolplansincludingclaimsarisingfromtowingofprivatevehiclesandtheactsofthePermitHolder’sagentsandemployees.•TheCityofRentonshallbeentitled,initsreasonablediscretion,tosettleclaimspriortosuitorjudgment,andinsucheventshallindemnifyandholdharmlesstheCityforanysuchclaimspaid,includingtheCity’sreasonableattorney’sfeesandlitigationcostsincurredresultingfromsuchclaim.•IntheeventanyclaimorsuitisbroughtagainstCitywithinthescopeofthisAgreement,PermitHolderwillpayforlegalcounselchosenbytheCitytodefendagainstsame.•FlaggerandsignplacementaresubjecttorevisionbytheCityInspectoronsite,ifneededtoaddresstrafficorpedestriansafetyortravel.•Bymysignatureherein,Iacknowledgealltheaboverequirements.PRINTNAME:v-DATE:%SIGNATURE:_______________________________OFFICECOPYTCONTRACTORDEV.SERVICE,INSPECTIONP.MILLERDEV.SERVICE,PLANREVIEWS.LEE/ilILIANIR.NAIRPOLICECLARKWILCOXFIREFIREMARSHALLFS#13 NOTES:•WorkZoneTrafficControlshallbeinaccordancewiththeManualonUniformTrafficControlDevices(MUTCD)andshownbysketchorreferencetoWSDOT.•TheplanmustbesubmittedtotheCity’sPW/TransportationDivisionforreviewand/orapprovalatleastthreeworkingdayspriortowork.•ApprovedTemporaryTrafficControlPlanmustbeattheworksiteduringworkhours.•ContractororentitymustcallRentonSchoolDistrict(425-204-4455)oranypublic/privateagencytobeaffectedbyatemporarylaneorroadclosure.•Completeassistanceandaccommodationshallbeprovidedtoallkindsofpedestriantrafficwhensidewalkorwalkwayisimpeded.•Totalroadclosurelastingmorethan24hoursissubjecttotheapprovalbytheCityCouncil.•Anyvehicle,equipment,barricade,orportabletow-awaysignusedwithintheworkareamustdisplayacompanylogooranylegallyacceptablesignshowingthecompanyname,address,andtelephonenumberataconspicuousplaceonthevehicleorequipment.InthecaseofTemporaryNoParkingZones,allthefollowingapplyinadditiontoprevious:•ContractormustcompleteformtoshowlimitsofTemporaryNoParkingZoneidentifyingbarricadelocationsforvacateparkingorcurblaneusage.•ContractormustpostnoticeofdatesandtimeofTemporaryNoParkingZonewithatleasttwosignsperblock72hoursinadvanceofeffectivedateandtime.•ThecoversheetofthisTrafficControlPlanformmustbeattachedtoeachTemporaryNoParkingSignontheprojectsite.•Temporarytrafficcontroldevicesmustberemovedimmediatelywhenworkisdoneornoconstructionactivitiesaregoingon.Ifdeemedabandoned,CitycrewswillremoveandstorethemattheCity’smaintenanceshop(3555NE2Street).SKETCH--NORTH-- 1”YPSIGNS&BARRICADESUSEDINROADWAYCONSTRUCTIONAREASROADROADCLOSEDROADCLOSEDROADCLOSEDLOCALTRAFFICONLYTHRUTRAFFICCLOSED48”X30”60”X30”60”X30”81konSilver(refl(81kOnSilver(retc)81konSilver(refI.)LOCAL/ONLIROADROAD’\:CoNSTRuCTloNDiOURCLOSEDAHEADAHEADAHEADTypeIIIBarricadeTypeIllBarricade/OrangeonSilver(refl.)48”X48”48”X48”48”X48”B’konOrange(retl(81konOrange(rell(BikonOrange(retl(FLAGGER/4IypellBarrcadetypelBartcade4X240‘OrangeonSilver(refL(48”X48”BlkonOrange(retl,(81KonOrange(refl.(rangeonSiNer(refL(BlkonOrange(refl,(l\.ROADENDDETOUR‘CONSTRUCTIONCONSTRUCTION1/AHEAD60”X24”48”X18”81konOrange(refl,(81konOrange(refi.)/\25//LOCALXLMPHDETOURTRAFFICMPH.ONLY“24X, ..18”TrafficPortableenicalPanel48”X18”30”X36”81konOrange(tell.)OrangeonSilver(refI,)ConeDelineator81konOrange(refl,)81konOrange(refL)OrangeOrange LONGITUDINAL BUFFER SPACE =B POSTED SPEED (MPH)25 30 35 40 40 LENGTH B (FEET)SE 85 120 170 270 SIGN SPACING =X RURALROADS 45/55MPH 500± RURAL ROADS &URBAN ARTERIALS 35 /40 MPH 350’± RURAL ROADS,URBAN ARTERIALS,25 30 MPH 200RESIDENTiAL&BUSINESS DISTRICTS /± URBAN STREETS 20 MPH OR LESS 100’± ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERWSE ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND DRIVEWAYS. NOTES NO LEFT TURN signs are to be used if traffic volumes are too high or there is an operating signal.Close the left turn pocket ifthem IS one on the side street. TMien turn prohibitions are implemented,two turn prohibition signs should be used,one on the near side and,space permitting,one on on the far side of the intersection. If the work space extends a crosswalk,the crosswalk should be closed (see Standard Plan K-34.20). Flashing Warning Lights (Type A per MUTCD)should be used,as needed, to mark barricades at night Steady Burning Warning Lights (Type C per MUTCD)shall be used to mark channelizing devices at night For long term projects conflicting pavement markings that are no longer applicable shall be removed or obliterated.Temporary markings shall be used, For signs size refer to Manual on Uniform Traffic Control Devices (MUTCD)and WSDOT Sign Fabrication Manual M55-05. MINIMUM TAPER LENGTH =L (FEET) LANE V1DTH POSTED SPEED (MPHI (FEET)25 30 35 40 45 50 55 10 105 150 205 270 450 500 550 Ii 115 165 225 294 495 550 605 12 125 160 245 320 000 600 660 CHANNELIZING DEVICE SPACING POSTED SPEED IN TAPER IN TANGENT IMPHI (FEET)(FEET) 50/70 40 60 35/45 30 60 25/30 20 40 SIGN LOCATION CHANNELIZING DEVICES ARROW PANEL BARRICADE —TYPE 3 OBLITERATED MARKING lExpiots AUGUST 9,xxxii INTERSECTION -HALF ROAD CLOSURE WITH LANE SHIFT STANDARD PLAN K-32.80-OO SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Ken L.Smith 02-15-07 STATEDESICU EADINTER DATE W.ohinglon Slot.).poDtn.o ofTn.npoeotion LEGEND on a FOR LOCAL AGENCY USE ONLY NOT FOR USE ON STATE ROUTES G20-2A LONGITUDINAL BUFFER SPACE =B POSTED SPEED (MPH)25 30 35 45 45 50 55 60 65 LENGTH B (FEET)155 200 250 305 360 425 455 570 645 NOTES 1.A Protective Vehicle is recommended regardless if a Truck Mounted Attenuator (TMA)is available;a work vshicle may be used.When no TMA is used,the Protective Vehicle shall be strategically located to shield workers,with no specific Roll-Ahead distance. 2.Night work requires additional roadway lighting at flagging stations.See WSDOT Standard Specifications for additional details. 3.Extend Channelizing Device taper across shoulder —recommended. 4.Sign sequence is the same for both directions of travel on the roadway. 5.Channelizing Device spacing for the downstream taper option shall be 20’CC. 6.For signs size refer to Manual on Uniform Traffic Control Devices (MUTED) snd WSDOT Sign Fabrication Manual M55-05. SIGN SPACING =X (1) RURAL HIGHWAYS 60/65 MPH EGO ± RURAL ROAOS 45/50MPH 500 t RURAL ROAGS &URBAN ARTERIALS 35 /40MPH 350 ± RURAL ROAOS,URBAN ARTERiALS,25 /30MPH 200 ±2RESIDENTIAL&BUSINESS DISTRIcTS uRRAN STREETS 25 MPH OR LESS ISO ±)2t ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERWISE (It ALL SIGN SPACING MAY BE ADJUSTED TOACCOMMODATE INTERcHANGe RAMPS.AT-GRADE INTERSECTIONS,AND DRIVEWAYS. t2)THIS SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO PIT ROADWAY CONOITIONS. IEXPIRES ±oousr 9.20011 LANE CLOSURE WITH FLAGGER CONTROL STANDARD PLAN 1(20.40-00 SHEET 1 OF I SHEET APPROVEG FOR PUBLICATION Ken L.Smith 02-15-07 STATEDESIGN [AGIAEEA DATEaWoohic.bn Slot.E.podm..T of Trwnpadation END 1 [R0ADWDBKJJ G20-2A __________ OR DOWNSTREAM TAPER TO SHOW 6N0 OF WORK AREA-555 NOTES BUFFER DATA TYPICAL PROTECTIVE VEHICLEWITH TMA (SEE NOTE 1) VEHICLE TYPE LOADEDWEIGHT 4 YARO DUMP TRUCK,I MINIMUM WEIGHT 15,000 LBS. SERVICE TRUCI I (MAXIMUM WEIGHT SHALL BEIINACCORDANCE50ThMANUFLATBED!ETC.PACTURER RECOMMSNDNnGN) 4’,ROLLAHEAD STOPPING OISTANCE =30 FEET MIN. “(DRY PAVEMENT ASSUMED) W2O-4 5025-1 W20-1 FOR LOCAL AGENCY USE ONLY NOT FOR USE ON STATE ROUTES LEGEND FLAGGING STATION U SIGN LOCATION e A t CHANN6UZING DEVICES PROTECTIVE VEHICLE —RECOMMENDED CLJONILOO’9flYH