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HomeMy WebLinkAbout30% review comments_Seethu Babu plans0CITYOFRENTONDUVALLAVENUENECORRIDORIMPROVEMENTS30%REVIEWSUBMITTALSHEETSNOTINCLUDEDIN30%SUBMIHAL:DRIVEWAYPLANANDPROFILESCURBRAMPGRADINGSHEETSMISCELLANEOUSDETAILSSTORMDETAILSELECTRICALDETAILSPLANTINGDETAILSGRADINGTABLES30%REVIEWSUBMITTALNOTFORCONSTRUCTIONDRAWINGNO.INiPROJECTNO.___ _ _ ___FEDAIDNO.___ _ _ ___DATEDEC2016SHEETNO.J._0F32!1\&INDEXTODRAWINGSVICINITYMAPANDINDEXLEGEND,NOTESANDABBREVIATIONSROADWAYSECTIONS-SHEET1ROADWAYSECTIONS-SHEET2ROADWAYSECTIONS-SHEET3,SCHEDULESBANDCVICINITYMAPNOTTOSCALERWSpiSP25P3RDRD2RD3RD4RDSRD6SD1SD2SD3SD4SOS5D6WP1WP2CH1CH2CH3CH4DWGNO.SHTNO.GENERAL1IN12LA;3R514RS25R53CIVIL6RIGHT-OF-WAY&ALIGNMENT7SITEPREPARATION-BEGINTOSTA106+50,INCLSCHEDULEB8SITEPREPARATION-STA106+50TOSTA116+509SITEPREPARATION-STA116+50TOEND,INCLSCHEDULEC10PLANANDPROFILE-BEGINTOSTA101+50,INCLSCHEDULER11PLANANDPROFILE-STA101+50TO106+5012PLANANDPROFILE-STA106+50TO111+5013PLANANDPROFILE-STA111+50TO116+5014PLANANDPROFILE-STA116+50TOEND15PLANANDPROFILE-SCHEDULEC16STORMPLANANDPROFILE-BEGINTOSTA101+50,INCLSCHEDULEB17STORMPLANANDPROFILE-STA101+50TO106+5018STORMPLANANDPROFILE-STA106+50TO111+5019STORMPLANANDPROFILE-STA111+50TO116+5020STORMPLANANDPROFILE-STA116+50TOEND21STORMPLANANDPROFILE-SCHEDULEAPROFILES,INCLSCHEDULEC22WALLPLAN&PROFILE-WALL81,SCHEDULEB23WALLPLAN&PROFILE-WALLAl24CHANNELIZATION,SIGNING&ILLUMINATION-BEGINTOSTA106+50,INCLSCHEDULEB25CHANNELIZATION,SIGNING&ILLUMINATION-STA106+50TOSTA116+5026CHANNELIZATION,SIGNING&ILLUMINATION-STA116+50TOEND27CHANNELIZATION,SIGNING&ILLUMINATION-SCHEDULECSIGNAL28TRAFFICSIGNALPLANLANDSCAPE29LANDSCAPEPLAN-BEGINTOSTA106+50,INCLSCHEDULER30LANDSCAPEPLAN-STA106+50TOSTA116+5031LANDSCAPEPLAN-STA116+50TOEND32LANDSCAPEPLAN-SCHEDULECSHEETTITLESG1[31132L53134Parametrix[DUVALLAVENECORRIDORIMPROVEMENTSNE10THSTREETTONESUNSETBOULEVARDVICINITYMAPANDINDEX LINETYPES:—o——--—-—-o-—————--oFENCE-BOARD(PROPOSED)—x—-————x———-—-—x—FENCE-CHAINLINK/METAL(EXISTING)xxx—FENCE-CHAINLINK(PROPOSED)CENTERLINE——RIGHT-OF-WAY)EXISTING)EASEMENT(PERMANENT)PROPERTYLINE(EXISTING)CDNTDUR(EXISTING)CONTOUR(PROPOSED)TVTCDPPSD—SDwSYMBOLS:ABBREVIATIONS:CURB/PAVEMENT/SIDEWALK)EXISTING(EXISTINGPROPOSEDDESCRIPTIONACASPHALTCONCRETEINCLINCLUDINGAPANGLEPOINTK.C.KINGCOUNTYCURB/PAVEMENT/SIDEWALK(PROPOSED)1BMAILBOXAPPRDXAPPROXIMATELYLLTLEFTAVEAVENUEMAXMAXIMUMFENCE-BOARD(EXISTING)f-TREE(CONIFER)BOTBOTTOMMHMANHOLEBOWBACKOFWALKMINMINIMUMBPBEGINPOINTMPHMILESPERHOUR0TREE(DECIDUOUS)QCENTERUNENNORTH,NORTHINGCDFCONTROLLEDDENSITYFILLNDMNOMINALas•SIGNCLRCLEARANCENSTNDSTEEPERTHANCMPCORRUGATEDMETALPIPENUNUMBERDSIGNALPOLECONCONIFEROUSDCONCENTERCONCCONCRETEODOUTSIDEDIAMETERSTREETLIGHTCONNCONNECTIONPAV’TPAVEMENTCONSTCONSTRUCTIONPCPOINTOFCURVATURE91PEDESTRIANPUSHBUUDNCORCITYOFRENTONPCCPOINTOFCOMPOUNDCURVATURECPEPCORRUGATEDPOLYETHYLENEPIPEP1POINTOFINFLECTIONflJGASVALVECSBCCRUSHEDSURFACINGBASECOURSEPSPEDESTRIANSIGNALCSTCCRUSHEDSURFACINGTDPCOURSEPTPOINTDFTANGENCYPOWERVAULTCULVCULVERTPVCPOLYVINYLCHLORIDEPDWERTRANSFORMERDECDECIDUOUSPVIPOINTOFVERTICALINFLECTION0UTILITYPOLEDETDETAILRADRADIUSDIPDUCTILEIRONPIPERDROADE—UTILITYPOLEANCHORDIADIAMETERRELOCRELOCATEBURIEDCABLETELEVISION(EXISTING)DWGDRAWINGREQ’DREQUIREDII1TELEPHONERISEREEAST,EASTINGROW,R/WRIGHTOFWAYBURIEDTELEPHONE(EXISTING)WTELEPHONEVAULTEAEACHB,RTRIGHTGAS(EXISTING)ELELEVATIONSSLOPE,SOUTH@MONUMENT(SURFACE)EPENDPOINTSDSTORMDRAINAERIALPOWER(EXISTING)EQEQUALSDMHSTORMDRAINMANHOLEGo;sSURVEYCONTROLPOINTESTESTIMATEDSHTSHEETBURIEDPOWER(EXISTING)EOPEDGEOFPAVEMENTSSSANITARYSEWERSANITARYSEWERMANHOLEEXEXISTINGSSMHSANITARYSEWERMANHOLESANITARYSEWER(EXISTING)STORMDRAINCATCHBASINFLFLOWLINESTSTREETFDFIBER-OPTICSTASTATIONSTORMDRAINAGE(EXISTING)‘———<STORMDRAINCULVERTFEFOOTSTDSTANDARDSTORMDRAINAGE)PROPOSED)©©3STORMDRAINMANHOLEGGASSTLSTEELGALVGALVANIZEDTBBUTREEBOXBIOFILTRATIONUNITGNDGROUNDTCETEMPORARYCONSTRUCTIONEASEMENTWATER(EXISTING)FILTERRAHDPEHIGHDENSITYPOLYETHYLENETEMPTEMPORARYHMAHOTMIXASPHALTTHKTHICKSAWCUTLINE(PROPOSED)WATERMETERHDRIZHORIZONTALTYPTYPICAL•HYDRAHTHTHEIGHTU/CUNDERGROUNDDITCH(EXISTING)IDINSIDEDIAMETERVERTVERTICALDlGATE/GEHERALIEINVERTELEVATIONWWATER,WESTEDGEOFPAVEMENT)EXISTING)W/WITH00—0000-0000CMCO0000-0-1040-0N00CO0azeoacaceROCKWALL(EXISTING)SURFACEWATERDRAINAGENOTESANDSPECIFICATIONS:—————CCCC—CUTLINE(PROPOSED)1.BEFOREANYCONSTRUCTIONDRDEVELDPMENTACTIVITYDCCURS,APRE-CDNSTRUCTIDNMEETINGMUSTBEHELDWITHTHECITYOFRENTONPNREVIEWER.:‘‘•‘—----rFrF—FILLLINE(PROPOSED)2.AllconstrucEionshallbeinaccoFdancewithEhStandardSpecificationsfoFRoad,BFidgeandMunicipalConstFuctionpFepaFedbyWSDOTandtheAweFicanpublicWoksAssociation(APWA),asamendedbytheCiWofRentonPublicWoCksDepartment.ROADWAYCROWN(PROPOSED)3.The50-facewuteFdFainagesystemshallbeconstFuctedaccoFdingtotheappovedplans,whichareonfileinthePublicWorksDepartment.AnydevCationfromtheapprovedplanswillrequirewrittenEROSIONCONTROLNOTES:approvalfromtheCityofRentonPublicWorksDepartment,SurfaceWaterUtilitySection.1.BEFOREANYCONSTRUCTIONORDEVELOPMENTACTIVITYOCCURS,APRE-CONSTRUCTIONMEETINGMUSTAcopyoftheseapprovedplansmustbeonthejobsitewheneverconstructionisinprogress.BEHELDWITHTHECITYOFRENTON,PUBLICWORKSDESIGNENGINEER.S.DatumshallbeNAVOBBunlessotherwiseapprovedbytheCityofRentonPublicWorksDepartment.Referencebenchmarkandelevationsarenotedontheplans.2.Alllimitsofclearingandareasofvegetutionpreservationusprescribedontheplan(s)shallbeclearlyflaggedinthefieldandobservedduringconstruction.B.Allsedimentation/erosionfacilitiesmustbeinoperatConpriortoclearingandbuildingconstruction,andtheymastbesatisfactorilymaintaineduntilconstructioniscompletedandthepotentialforon-siteerosionhaspassed.3.Allrequiredsedimentation/erosioncontrolfacilitiesmustbeconstructedandinoperationpriortolandclearingand/orconstructiontoensurethatsedimentladenwaterdoesnotenterthenaturaldrainageAllretention/detentionfacilitiesmustbeinstalledandinoperationpriortoorinconjunctionwithallconstructionactivityunlessotherwiseapprovedbythePublicWorksDepartment,SurfaceWatersystem.AllerosionandsedimentfacilitiesshallbemaintainedinasatisfactoryconditionuntilsuchtimeUtilCtySectCon.y.thatclearCngand/orconstructConIscompleteandpotentCalforon-sCteerosionhaspassed.TheB.Crassseedmaybeappliedbyhydroseeding.Thegrassseedmivture,otherthanCityofRentonapprovedstandardwives,shallbesubmCttedbyaLandscapeArchCtectandapprovedbythePublicimplementation,maintenance,replacementandadditionstoerosion/sedimentationcontrolsystemsshallWorksDepartment,SurfaceWaterUtilitySection.betheresponsCbilCtyofthepermitee.9.AllpipeandappurtenancesshallbelaidonaproperlypreparedfoundationinaccordancewithSection7-G2.3)1)ofthecurrentStateofWashingtonStandardSpecificationforRoadandBridge4.TheerosionandsedCmentatConcontrolsystemsdepCctedonthudrawCngarentendedtobeminimumConstruction.Thisshallincludenecessarylevelingofthetrenchbottomorthetopofthefoundationmaterial,aswellasplacementandcompactionofrequiredbeddingmaterial,touniformgradesorequCrementstomeetanticCpatedsiteconditCons.Asconstructionprogressesandunexpectedorseasonalthattheentirelengthofthepipewillbesupportedonauniformlydense,unyieldingbase.AllpipebeddingshallbeAFWAClass“C”,withtheexceptionofPVCpipe.AlltrenchbackfillshallbecondCtConsdCctate,thepermCteeshallanticipatethatmoreerosConandsedimentationcontrolfacilitieswillcompactedtominimumBS%forpavementandstructuralfilland9G%otherwiseperASTMD-1SS7-7D.PeagravelbeddingshallbeBinchesoverandunderPVCpipe.benecessarytoensurecompletesiltationcontrolontheproposedsite.Duringthecourseofconstruction,itshallbetheobligationandresponsibilityofthepermiteetoaddressanynewconditionsthatmaybe1G.Galvanizedsteelpipeandaluminizedsteelpipeforalldrainagefacilitiesshallhaveasphalttreatment#1orbetterinsideandoutside.createdbytheactivitiesandtoprovideadditionalfacilities,overandaboveminimumrequirements,asmay11.Structuresshallnotbepermittedwithin1Dfeetofthespringlineofanystormdrainagepipe,or15feetfromthetopofanychannelbank.beneeded,toprotectadjacentpropertiesandwaterqualityofthereceivingdrainagesystem.12.AllcatchbasingratesshallbedepressedDiDfeetbelowpavementlevel.S.Approvalofthisplanisforerosion/sedimentationcontrolonly.Itdoesnotconstituteanapprovalofstormdrainagedesign,sizenorlocationofpipes,restrictors,channels,orretentionfacilities.13.OpencutroadcrossingsthroughexistingpublicrightofwaywillnotbeallowedunlessspecificallyapprovedbyCityofRentonPlanning/Building/PublicWorksAdministrator.B.DuringthetimeperiodofOctober1stthroughApril3Gth,allprojectdistributedsoilareasgreaterthan14.Rockforerosionprotectionofroadsideditches,whererequired,shallbeofsoundquarryrockplacedtoadepthofone(1)footandmastmeetthefollowingspecifications:S,DDDsqaarefeetthataretobeleftun-workedformorethan12hours,shallbecoveredbymulch,sodding4-Binchrock/4D-7G%passing;orplasticcovering.2-4inchrock/3D-4G%passing;andlessthan2inchrock/iD-2D%passing.7.Inanyareawhichhasbeenstrippedofvegetationandwherenofurtherworkisanticipatedforaperiod3Ddaysormore,alldisturbedareasmustbeimmediatelystabilizedwithmulching,grassplantingorotheriS.Allbuildingdownspoutsandfootingdrainsshallbeconnectedtothestormdrainagesystem,unlessapprovedbytheCityplanreviewerorSurfaceWaterUtilitySection.Anaccuratelydimensioned,approvederosioncontroltreatmentapplicabletothetimeofyear.Grassseedingalonewillbeacceptablecertifiedas-builtdrawingofthisdrainagesystemwillbesubmittedtotheCityuponcompletion.onlyduringthemonthsofAprilthroughSeptember,inclusive.Seedingmayproceed,however,wheneveritisintheinterestofthepermitee,butmustbeaugmentedwithmulching,nettingorothertreatment16.IssuanceofthebuildingorconstructionpermitsbytheCityofRentondoesnotrelievetheownerofthecontinuinglegalobligationand/orliabilityconnectedwithstormsurfacewaterdisposition.approvedbytheCityofRenton,outsidethespecifiedtimeperiod.Further,theCityofRentondoesnotacceptanyobligationfortheproperfunctioningandmaintenanceofthesystemprovidedduringconstruction.8.Forallerosion/sedimentationcontrolpondswherethedeadstoragedepthexceeds6inches,afenceis17.TheContractorshallberesponsibleforprovidingadequatesafeguard,safetydevices,protectiveequipmentflaggers,andanyotherneededactionstoprotectthelife,health,andsafetyofthepublic,requiredwizhaminimumheightofthree(3)feet,3:1sideslopes,andtoprotectpropertyinconnectionwiththeperformanceofworkcoveredbythecontract.AnyworkwithinthetraveledrightofwaythatmayinterruptnormaltrafficflowshallrequireatrafficcontrolplanajprovebythePublicWorksDepartmentTransportationSystemsDivision.AllsectionsoftheWSDDTStandardSpecificationsi-D7-23TrafficControlshallapply.30%REVIEVVSUBMITTAL9.Atemporarygravelconstructionentrance,24feetxSDfeetxBinchesof4to6inchquarryspallsshallbes:,1locatedatallpointsofvehicularingressandegresstotheconstructionsite.18.Specialdrainagemeasureswillberequirediftheprojectlocationiswithintheaquiferprotectionarea)APA).NOTFORCONSTRUCIIONParametrixI.cjtTtNA-eliSURVEyED:ciir°::::—riCITYOFRENTON:;::°9_CHtCKBy:tcxFEDAIDNo.ç,Pyp$9PROiMatccNoTFotcoNxTeuaioNLEGEND,NOTESANDABBREV(AT)ONSDATE:oEc2xlBNUM8tRttvisIoNDESCtIPTIDNBYAPP.DATE‘WwatPILE:pu2x4l77nxvn-odwtc::::,By:DATE:SHEETNO,fl,_,0F32 00(0a000(—C0CaC—C—CCCaCI”—CEXR/W420.5’—5’——3.5’—L6’11’SCHEDULEADUVALLAVESTA99+61TOSTA102+01SECTIONNOTE;NOSCALETYP*ASREQUIREDTOFITINSLOPEEASEMENT**SEEROADWAYPROFILESHEETSFORCROWNELEVATIONSSEEGRADINGTABLES(NOTINCLIN3D%SUBMITTAL)EX42’R/Wj—0.5’5’_L_5’ATCHEXGIIEXISTINGICHAINLINKIIFENCE***MATCHEXEXISTINGEXISTINGBIKELANESIDEWALKPLANTINGSTRIPR/WTRAVELLANETRAVELLANE11’11’TURNLANEMATCHEX***I6’11’TRAVELLANEVARIESVARIESAPPX3O-3.S%APPX1.9-2.O%5”1111’POINTOFVERTICALCoNTROL””TRAVELLANEBIKELANEEXISTINGSIDEWALKEXR/WR/W‘ISTA100+89TOSTA102+01‘IIEXR/WPOINTOFVERTICALCONTROL””EXISTINGiiIEXISTINGSIDEWALKII,CHAINLINKFENCESCHEDULEADUVALLAVESTA102+01TOSTA110+92SECTIONNOSCALETYPNOTES:CEMENTCONCTRAFFICCURBANDGUTTERPERWSDOT1STDPLANF-10.12-03.PERVIOUSCEMENTCONCSIDEWALK.PERMEABLEBALLAST.0HMACL.N”P064-22.CRUSHEDSURFACINGTOPCOURSE.COMPACTEDSUBGRADE.SEELANDSCAPEPLANS.PROTECTEXISTINGCURBANDGUTTERTOREMAIN.9STRUCTURALEARTHWALL.10BACKFILLFORSTRUCTURALEARTHWALL.RECYCLEDASPHALTPAVEMENT.12PROTECTEXISTINGDITCHTOREMAIN.13COATEDCHAINLINKFENCETYPE4.30%REVIEWSUBMITTALNOTFORCONSTRUCTION\NOTE;STA102+01TOSTA103+41STA109÷84TOSTA110+86*ASREQUIREDTOFITINSLOPEEASEMENT**SEEROADWAYPROFILESHEETSFORCROWNELEVATIONSSEEGRADINGTABLES(NOTINCLIN30%SUBMITTAL)MATCHEX””——8ISTA103+41TOSTA106+591’SHOULDERMATCHEX***KELAN,/t2,//////0-’!STA106+59TOSTA110+92Parametrix......._._iii—jijjjCITYOFRENTONPbIicWorkDeprtr,ntNOTFORCONSTRUCTIONDUVALLAVENECORRIDORIMPROVEMENTSNE10THSTREETTONESUNSETBOULEVARDDRAWINGNORS1PROJECTNO.___ _ _ ___FEDAIDNO___ _ _ ___DATE:DEC2016SHEE1NO...j...OF12BY:___________________________DATE:__ _ __ _ _ __ROADWAYSECTIONSSHEET1 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_ _ _ _FEDAIDNO_ ___ _ _ __DATEDEC2016SHEECNO50F32 II_HI:PR0P0SEDjiiI’IrISFTSLOPE&CONSTRUCTIONIIIFIEASEMENTIIII.CI- .I-III‘I1—PT#1DSBSIpPT#10713IIII—PROPOSED\I://SRSLOPE,UTILIW&93+194+0095+0096+0097+0098+0099+00100+00101+00102+00103+00104+00105+00106+00107+00108+00109+00110+00111+00112+00113+001HIHI‘i&ooSn63S.16’HIII—II—IIH.HIIN0oo’stE—IDUVALLAVENUENE—IHIfHNr1iT_L.____j_H_I700119+00120+00,.joo122+001232rLOWCETnRUNEc- - -7j\i;TT0zl7E:1313335.2883III--I-.E.1313346.1024N:166821.8169I•.!L..:j:L—.E:1313351.6360EPSTA123+35.94N1872856199Ii..L_IIIIA—33711E.13133917942I 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____ ____ _-________r...:__.-_z._____QCEMENTCONCPEDESTRIANCURBPERWSDOTSTDPLANF-10.12-03.pPLANSCALEINFEET02040EXISTINGGRADEATROWCENTERLINE(TYP)430420410’aPROPOSEDGRADEATROWCENTERLINE(TYP)0033.N*N05’000a03.a,NNN—0—CU,0EXISTINGGRADEAl—PROPOSEDGRADEATCENTERLINE(TYP)\\/ROWCENTERLINE(TYP)112+00111+50NOTE:PROPOSEDROADWAYCROWNIVARIESFROMROWCENTERLINE.SEEROADWAYSECTIONSja,3.0113+00PROFILEDESCRIPTIONHORIZ:1“20VERY:1=4’420’LEGEND:EZPERVIOUSCEMENTCONC-SIDEWALKCLASS4000CEMENTCONE410‘-‘• ‘SIDEWALK/DRIVEWAYENTRANCEHMACL3”PG64-22L_zJPAVEMENTOVERLAYEHMACL“P664-22FULLDEPTHRECYCLEDPAVEMENTHMACL“PG64-22r—,,,ria,rd,,,,DRIVEWAVAPPROACHLANDSCAPEAREA-SEEPLANTING114+00115+00116+00116+50-:-::•:-:•:-.-.-..PLANS30%REVIEWSUBMITTALNOTFORCONSTRUCTIONParametrix 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...:HMACL,’2”PG64-22PAVEMENT OVERLAYHMACL14”PG64-22FULLDEPTHRECYCLEDPAVEMENTHMACL3’2”PG64-22//////DRIVEWAYAPPROACHLANDSCAPEAREA-SEEPLANTINGPLANS30%REVIEWSUBMITTALNOTFORCONSTRUCTION2/S-STA50+89,033.5LTAPDUVALLAVENUENE52+22,2334.3’LTEND51+0052+0053.4-—I-4-—____—I—____—H-—aU,C0C9.CaC—U,aLU0aaF—19.0F—C.)CU,00Patametrix--IIFDRAWNBVMEKPUbhcWorkDepr1nentNE10THSTREETTONESUNSETBOULEVARDPROJECTNO.DESIGNBYMEKNUMBERREVISIONOESCRIPTIONBYAPPDATESURVEYEDL1tJ)CITYOFRENTONDUVALLAVENECORRIDORIMPROVEMENTSDRAWINGNORD6FILEPU2141779045-RD.dwgBY.DATC.SCHEDULECSHEWNO.JOFCHECKBYECSIIFEDAIDNONOTFORCONSTRUCTIONPLANANDPROFILEDATEDEC20166601MOBCMC 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S4[tJdC.D#6O74-,\DUVALLAVENUENEGENERALNOTES:1.CONTRACTORSHALLFIELDVERIFYALLEXISTINGUTILrn’LOCATIONS.2.ALLRECTANGULARCATCHBASINFRAMESANDGRATESSHALLBEVANEDGRATESPERWSDOTSTDPLANB-30.30-01UNLESSOTHERWISENOTEDINPROFILES.3.SEESHEET2FORADDITIONALSURFACEWATERDRAINAGENOTES.3D%REVIEWSUBMITTALNOTFORCONSTRUCTION{JIc‘FVIJA.’/CL)k(Jtr\‘>4c’tJ’lFIJIU]C/SU]U]C/SCU,+CDC-l1USU-Iz-JUr—FENCEFALLINGOVERINTHISAREA/,c2=.-..1>1-///-..49N1NNc/(‘lVC50890NN-CROWN0.S’RT12CMPCULVERTIE=42857’PMX#1051CATCHBASINSETMAGNAILRIM=431.90’IE12”CMFINF428.95’IEB”CONC(E)=429.55’It12”CONCIS)=429.10’ROTTOMOFSTRUaURE=42880’440FUU-IVSUUCd,CI],÷‘-‘Ir-1‘—IPLANNOTES:0CATCHBASINTYPE1PERWSDDTSTDPLAN8-5.20-01.0CONNECTIONTODRAINAGESTRUCTURE.4X6OFFLINETREEBOXBIOFILTRATIONUNIT0SEESTORMDRAINAGELATERALPROFILESHEETSD6llhirT_12”CONECULVERTIE=422.02’5CA_INFEET2040EXISTINGGASMAINCONFLICT-STA104+50’EXISTINGGRADEATROWCENTERLINE(TYP)420<NU,4)000U,—00C,)0z0U,0U,000.0STA107+1531.0RIMEL=430.7410=426.01INt12”,5)10=426.01IN(12,0)10=427.83IN(6”,W)10=426.01OUT(12”,N)440’NOTE:LF6”PVCS=0.50%PROPOSEDROADWAYCROWNVARIESFROMROWCENTERLINE.SEEROADWAYSECTIONS.430EXISTINGGRADEATPROPOSEDGRADEATROWCENTERLINE(TYP)[ROWCENTERLINE(UP)STA109+68310RIMEL=425.52IE=421.06IN(12,S)r”IE=421.06IN(12,0)0=422.60IN(6”,W)IE=421.06OUT(12’,N)106+50107+00108+00109+00110+00111+00111+50420’r’lPROFILEHORIZ:1=20’VERT1=4’,0U)4,,Parametrix--SURVEYED.CFDRAWNESMEWieiitöCITYOFRENTONDUVALLAVENEDRAWINGNO5D3P4blkWorkDepotr,,entNE10THSTREETTONESUNSETBOULEVARDPROJECCNO.DESIGNBYMKW—CHECKBY:ECSFEDAIDNON0TF0RC0NSTRUCrI0NSTORMPLANANDPROFILEDATE:DEC2016PROJMGR:CMCNUMBERREVISIONDESCRIPTIONBYAPP.DATEFILE:PU2141779045’SD.dwg“-‘—BY:DATE:ISTA106+50TO111+50SHEETNO.,,j 0H000a0a0zCU,0’000aCU,a0_____/___F41207CATCHBASINCENTEROFCHANNEL(EjW/5)41351/7“—CATCHBA5INFULLOFDEBRIS)R1M42090’RIM=42124ER”CMI’)S)=41885’CATCHBASINIEB”CMP(N)41B54’BOTTOMOFSTRUCTURE”41B80’RIM42145ION’CMI’IS)=41864’lOB”CMI’)N)=41HH5’It12”CMI’(E)41829’BOTTOMOFSTRUCTURE41H95’It12”CMI’)W)41844’BOTTOMOFSTRUCTURE41704’,.*tIcd.Ict-‘r,0SEWERMANHOLEGENERALNOTES:\-/07/\.__________3SEESHEET2RADDITIONACSURFACEWATERFlSTA113+17.25SDF12Ø‘IWw______ __-.4+OQ_ _ _ _ _ _ _ ___rCRO2.SLT0CONNECTNDRMNAGESThUREB-S20-01______ ___ ___ ___ ___ ____ ___ ___ _Ir_ ___—415+00_______ ____ ____ ____ ___•••_44(fl)—04’XG’OFFLINETREEBOXBIOFILTRATIONUNIT=_/‘SEESTORMDRAINAGELATERALPROFILESHEETSD6___ ___ _P’==r-._______ ____if430’rtft.,6‘,“o4430’PLANSCALEISFEET&QCQD20°&t,kc€e1r-CLCATCHBASINRIM=412,1S’1018”CMI’tN)407,05’IE18’CMP(51=407.17’BOTTOMOFSTNUCTURE4O67w410’STA112+2031,0RIMEC=42O.14)E=415.54IN(12,5))E=415.54OUT(12”,N)fNOTE:PROPOSEDROADWAYCROWNVARIESFROMROWCENTERLINE.SEEROADWAYSECTIONS.14’EXISTINGGRADEATROWCENTERLINE(TIP)— ,PROPOSEDGRADEATROWCENTERLINE(WP)a,¾STA114+3434.0’RIMEL415.83IE=411.24IN(12’,5)IE=411.24OUT(12”,N)410’U,0.00111+50112+00113+00PROFILE114+00115+00—HOZ::=°‘30%REVIEWSUBMITTALcKZkZJNE10THSTREETNESUNSETBOULEVARDFORCONSTRUTBEB5IONDESCRIPTIONBYAPPJ:41550dWgNOONSTIONATESTDLESENOParamettiX116+00116+50 411.9 411.87 410.8 410.84 410.3 410.32 409.9 409.85 n -I0 00 408.8> 408.78 no ZO 407.6 407.65 co +Ina ‘3CO0412.4 412.37 0 ‘.30 -.3+00 411.4 411.36 00 0000 = a+ 0 409.3 409.34 n z HO 00zr mQ mmm rZflHH—mQ 408.2 408.20 0 0 0 In CO+00 407.2 407.17 406.7 406.71 405.3 406.34 0 n H 406.0 405.99 ‘.30÷ a 405.7 405.66 405.4 405.37 In00 0 In —OInO In 00 ZH...I000> —‘3—.:-< 0 0 405.3 405.33 405.4 405.40 C) ‘.3 +0 0 405.6 405.56 405.6 405.65 ‘.3 +On0 405.9 405.85 0.3CO 00 C CO moa H In0 ‘.3a / z QC.3 -H0 11 0 z 0> ZI (f .) C 4 H0 0 >z C øc -no=o a 0 00 == HH0 Or 00 —o —-o><00 00 I In 0 o H o o 0 =:0 - =1zi ‘3Ca t 00”:000>00 =00’ 0-,,HO In.>00 H 012’ 0 2’0 :0 In 00 In HRI> 2o0 In 00 H 0,00 In 1O0, 002 H0 onHO 0= 0 -C 0< InH=C H 2’ 0 = H In00, B GENERALNOTES:1.CONTRACTORSHALLFIELDVERIFYALLEXISTINGUTILITYLOCATIONS.ALLRECTANGULARCATCHBASINFRAMESANDGRATESSHALLBEVANEDGRATESPERWSDOTSTOPLANB-30.30-O1UNLESSOTHERWISENOTEDINPROFILES.3.SEESHEET2FORADDITIONALSURFACEWATERDRAINAGENOTES.STA107+1531.0LRIMEL=430.74IE=425.D1IN(12”,5)IE=426.01IN(12”,E)IE=427.83IN(6”,W)IE=426.01OUT(12’,N)SD#9CBTYPEISTA109+6831.0’RIMEL=425.52IE=421.06IN(12”,5)IE=431.06IN(12”,B)IE=422.60IN(6”,W)IE=421.06OUT(12’,N)SD#10CBTYPEISOLIDMETALCOVERSTA109+6832.0’RRIMEL=42545IE=421.95OUT(12”,W(w2CPEPS=141-L1+00DUVALLAVENE-STA107+15LATERALPROFILEParametrlxDUVALLAVENENE10THSTREETTONESUNSETBOULEVARDPEI1STA51+0445,2’RIMEL=399.49IE=395.00OUT(12”,NE)//3d—___‘N2.SDMHRIMr400.46IE=394.75440’DUVALLAVENUENENOTE:ADDITIONALSURVEYREQUIREDTOCOMPLETESTORMDRAIN—___________—____ _ _ _ _ _ _ _—_ _ _ _ _ _ _ _ ___—DESIGNTHISAREA.—_ _ ____ _ _ _ _ _ __ _ __ _ ___ _ __—_______ _ _ _ _—_ _ _ _ _ _ _ _ _ _ _____ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ____NOTES:0CATCHBASINTYPE1PERWSDOTSTOPLANB-S.20-01.0CONNECTIONTODRAINAGESTRUCTURE.04’X6’OFFLINETREEBOXBIOFICTRATIONUNITSEESTORMDRAINAGELATERALPROFILESHEETSD6SCHEDULECPLANSCALEINFEET01020430’w440440’420SD#6430430’440’SOLIDMETALCOVERSTA107+1532.0’RRIMEL=430.59IE=426.S9OUT(12”,W(-0+200+00420’420’Q430’2+002+20-0+200+00420’1+00DUVALLAVENE-STA109+68LATERALPROFILEHORIZ1=20’VERT:1’42+002+2030%REVIEWSUBMITTALNOTFORCONSTRUCTIONSTORMPLANANDPROFILESCHEDULEAPROFILES,(NCLSCHEDULEC 91’STA200+00.0El’STA200+82.5=STA97+11.0200+04.0=STA97+95.0=STA97+15.0P1STA200÷10.0R/WUNEP1STA200+80.5—_i____JSI9Z±LI/-20000--_JJ200+82-DUVALLAVENUENEWALLBiPLANSCALEINFEET01020444,442440’EXISTINGGRADEATBACKOFWALL434,432’430’200+000**D0C,0—00U,0)0,U,0z0U.,0,9’C—0U,FINISHEDGRADEATFRONTOFWALLEXISTINGGRADEAT—FINISHEDGRADEATBACKOFWALL__\/FRONTOFWALL*,‘P‘T200+10200+20200+30200+40200+50200+60200+70PROFILE440’430’HORIZ:1”10VERI:1=4EL=435.61r—N,,200+80200+90—CITYOFRENTONEIt)P,bI+Work,NOTFORCONSTRUCTIONRH._________________________DATE:________30%REVIEWSUBMITTALNOTFORCONSTRUCTIONDUVALLAVENECORRIDORIMPROVEMENTSNE10THSTREETTONESUNSETBOULEVARDWALLPLAN&PROFILEWALLBi,SCHEDULEBDRAWINGNO.WP1PROJECTNO._ _ ___ _ _ _FEDAIDN0_ _ ___ _ _ _DATE:DEC2016SHEEPN0.21..OFJL. 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