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Y co 6' CEMENT uDRxMwETE FncEDE coos r 5 LANDI - , "c US 1 FILM TOO : - T , I MITI COUPLE XLED NONE E. �rE""" µ o a r T MET- i If � . E TR 12. r I I M:<o^a:•� Ux }IIIII �B Are � �I r�XUM LOATH �1^1II r w""Pv WERREMOUDED FILLER EDE ,Nv a�«r rrs 1 tNR na+mlEmlro YdBlaraol. f:N 41 I W a`a] OME 41Suceu.e Nrllil nu m SWE.—ion �Pnuu w _DOW CEMENT CONCRETE PEDESTRIAN CURB wTx RnsE I^'. MYTH, A IOANALK YEN Al C W HIMIUlOLAro 11 E el",�c?NMI�d. "pum aWm YLa. 4. anIPC•J. M[&u-w .•Y}M• 4rXONpn niYe=, m VlfleenWPAx rTM•:. lawlaralae e9xyRME^• N Id "rPk'tiea kR xe xEyE n�'M L� ATSDEwALKwwPEANDCommas I I N _ 1. ( B I i ON mwu•rnmraeurs:«v A •TMR aprpHNi,{,yMxl�y INpyAtlPv ' FncEcemm�csxTDuas IN MAOLO AX RIBiL OM - CEMENTURBAN CUTETE U TRAFFIC CURB AND CUTTER SO E BE a n r essncpRBDET L NssIF _ awuDounm _ J A AD CE"TTO CURD MIN IN`vfiR CHI IILij FACE OF ADJACENT Cwe IOPOD IWO DADwAv PLOP fEW -nr1 Dnum `P�- 1ULL AT COHERENT` , (IEYme iEAie rcaoR wrw� NM II-` �� Up 11 0 wincpxTTFlwcursRs CLE I. N Q— I19 IlxPAN ? M' THOW CUT — ORTevAx - y. - ' B m "eYEiIIr K" raxrwcrrv�u I ,�ruroRwu En THAI _ i `� IA` X, DEPRESSED RESSEDCURB SECTION .«.ww -.'.�- EM LDRIXEwm F ESRPGn Hai CR BGMMnLp. DavEwnvs EE_ ,,. a. v. .. 1 XEROX iIDV fBANDRA ,aaffTNr II L ADJACENT WALL�""�°rF& Q - Qt wATS DEPRESSED CURB SECTION DEWNKRAMPs SEA r 1/!R. ` fl' DEAVALK ADVENT Tc""NTTO WELL DETAIL •FED __ _YE _ s«ix ¢eno F,nry ar ! FACEOFADIACE _ WINE P FD+IIWHnvI R YOIN�WnsonN�® >�I COURETTE D R 111 D �� aaBTRP �# .D,xpN.TTFlB c� PREHIMULDED� �R E FVLL-0LTTH - E VA EXPANSION DINT J r �. GENERAL ROWS: y --"' ' _ NCrts � ��_ � M,o.. CEMENT CONCRETE 1. TIRIDNRgrNhdWMDIYDhtlIXNNBnI1Ml m.uo-n uRmwul NN6XM D.wnerm .' ©� TRAFFIC CURB NEle - fi a16 , fGNaIl x'�,A 9 DEPRESSED CURB DETAIL 2. iMApeMY^IBIMWtlN RX Yj �I 'ram "¢y \ tlWIOUGxc MMERLNFlRXEwArs riuiuL'4vi: EN�RNy1 nLGdwALMtlI T��'v ygr . m xRN""Mie N -1 cpxTncraxn 4` J FlMEDF INNE �. l 1 AM *w° R "�XK, _/' ! I. 1 ES Esa SEND PIANIW.2. wXEXPANSIONJOINT waeMn unl' ?I". k Eli 1 'll � some � TIC MEW T -.D.D. Paves zu pY wW 5. ayressee xb DmK Prcnv Lu .FEDSUNeN PanlBe.3 � nmrvms rs. STO PU seppl'uGle. °1X 31'p. PLW 1021 � hi ((BCIC6.KPHKS I^ UTILITY PLACEMENT IN ORPA�TFlYIGNY CEMENT CONCRETE SIDEWALK � �'p � PULL( WORKS' O CEMENT CONCRETE CURBS STD. PEON - 101 �® PUBLIC' WORKS CEMENT CONCRETE SED PIAN - 102 CEMENT CURB 8N. PLIN - 101.l 'y rRo o. I PI' '), Ic OCPAIt IM116N l' NTS , � a PUBLIC WORI(8 CONCRETE INSTALLATION AT NTS "1� DEPARTMENT SIDEWALK NTS L:_. ° - NITS DBPARf n CATCH BASINS m mi) ,. U ,w.RMT D COR STD PLAN 101 COR STD PLAN 101.1 2 COR STD PLAN 102 COR STD PLAN 1021 4 CS LIFE IN ED sa:, :: MEN �Xl.r I. — O ECIAL OTE 11 VARIES l5' MIN. 1 U IN ME qy PAluys EMAD FRASTREET LONE LINEWMIN 1 HE EDWIN I f'ry+ MPIMING SAWLUi IFTFR BACKFLL p BE ME"PEAT[CsxALL sE p Rr INCLUDIC ANY ENDING PATCH WITH 1 ED ED FEET HE QUIRES DUE ME MASE BE ME yON CRACKINGCEMERY OEPM OF EXISTING PAMNEXT ^I NEW BUD }1 f1 O SET m � EDGE OF ME vrvw PAm ! f a` / p¢P xwr M n rmxp A m CL a w TO P REAL a MFl FEE . 1� nn a PAuoIENT 1 I / L NI OF MAE Y Fr I STREET NAM CVE yY"xEWFED .�Lyy�� / EC ' '' 2' - B NIA = OF PAKMENL ®BE (SEE NOTE 2) I' 1' I / f RAMC F1pW ' ' i IY CURBS WTIER. OR OR MIH. DATER OF LONE YARNING T} 3 xyA [ 2• XMA (SEE xOIE 2) fi' CRUSHED SURFACING TOP COURSE 0 c4AN ExET ((d)) CTC) (9-OSSPER WSDOT STANDARD HIS x m e {I ii INSAWWT AND RFMOYE NECIFCITONS, COMPACTED TO 95; MOO FIm PRWIDR e J -. ... OR PLANE SEAL PoW AR-1mOW /11 Uyl U CSTC, BANK RUN GRAVEL FOR TRENCH BAg51LL (9 W.I9). GRAVEL BORROW (9-031PER 1 H MSWT STANDARD SPECRIWTCNS OR N�TK / ED WE MI Y r m OF MATERIAL IF ADDRESSED IN WMTING BY ENGINEER BASED ON CEOIECH REPORT, COMPACTED TO WIND OF PROPER AS REWIRED BY SST OF rl 1 Q R'I rt Nx AN UaT AND NMI a= MWIFIED PROCTOR. PROPOSED IMPROVEMENT (SEE MOT STANDARD $PEgFlCATCH 2-09A) LZV$ AN IPE ZONE BEDDING MAMMAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING SNORING. IF / I 1 / 1 REWIRED BY TIE WSODT STANDARD $PEQFICATd5 I vuuES e5 Xx NEEDED, SHALL MEET THE REOUIRNNn OF I IFOR THE TYPE MSTOi STANDARD SPEtlRCATCN ]-OB.J(1)B • FOR WATER PIK. PER SIR ZZOO I• / I 1 ESTDv PC usnm FAwaxr CORM F-� ' FOUR PER SEE) PLAN R05 Y I �II�,,E.—�E I� �I VIl A r RATION MDTM ' FOR JOINT UTLtt FRENCH. MIND All 0% / 1 •' W 1 PASSING A N SIEVE AND LESS DRAWN 5%PASSING -"EDGE GF m9nXG ROBINSON A /2W SIEVE / EST r DOE� tn' Yµ 1 NIB MYpf T— NOlE4 � � I -EWE a IRPVELEp UNE (m6 9MPE) - SEN MTX Y w W WA (ME XDrt x) I. MEN EXISTING PAYENENi IN q LANE REWIIdIG A FULL MDTH REPLACEMENT IS BROKEN OR DETEMpRAIm • /I W (EAa 5Et7 'I i0 A PAVEMENT DEDUCTION INDEX RATING 6 70 M U55, THE ELSTH4 PAXEIIENi IN FLAT LANE, ADD ' 2 AM41M MOUSE (CSKI '. FOR IHpi DISTANCE 50 C1A551Flm. SHALL BE REMOVED ADD REPIACm NIX HLIA MATCXIHG ME DEPTH x- xyA WGO 04I AQEGRRRxMDXED q'3 ) R"�.F r grµ°µp USED IN ME Ex SnNG STREET OR THE CEP1X PER Qtt STANDARD. MHICHEVER IS GREATER / j ,r vnRE3. as Nx. ($O sm PLAN 110 .Q cl BAOiEL I 2. PRINCIPAL/ MINOR/CCILECTOR, LATERAL, k INOUSTRIM AO£SS STREETS - MAMMAL AND TIICN"E55 N1FF R MY MM� OAK UK ED ED IEAd yff � SHALL BE XMA 0. 1' PO 9>22 ADD MATM EXISTING THICKNESS AMC IN x0 CASE LESS WAN 4'. PRONW NEW C"Ax A DLEWey EYE K RUM BANK RUN XLETSWT S� BRAWL 1e RE40EXTAL ACCESS SIRF£DS - HMA CL PG fi0_- 1' 22 THE THICKNESS 4H BE THAT OF THE EXISTING 1 \ 4AMID Rmt S�fPµr))TM^LL PAI£MENT SELDOM AMC IN NO CASE LESS THAN i . / P RWCPoSEp vF FULL RANCE DEPTH SAXpIi FDA B BB¢O EDT" CLMF1Clm TO 95K Ra.'HLn. 1 M2N THE'SAWCVT AFTER BACKIII ENCROACHES HIM AN ADJACENT LANE, LURE Y CUTTER OR 1 0 mmTn QY m[ ns xEwxxD By' pF PNFpBED fxT Is¢ NSFAT AT.w°PRB SFECiI 3 09A) PLUSS LANE sRM BE , OR T AND oKRLAD IMPEALL HMP FULL OR RE THE CURB 1 LATTER S WE E REMOVED WTIER SHALL BE PEMOKD AND REPLACED. pt THE SHOULDER SHALL BE PLANED OR RENOYED AND OVERLAID WITH HMA 1 1 N 1W xI OF FIN4 OVEFLPv �RMEMp uH AND PAW R-411619 v Al TM PRXW SXR O�RMrz 9 F "E B M STREET OVERLAY BROOKSS C AAN�xMMOST �IXCn OENG MATER AI ME S74O sTua.wD P'A" 11°'r' Au L A NE mtEaFIGTn ]-myIIB a E SITEwAK AND/DR cuRBs, STEED WE SlcewAix qxD/GR GWB sHAu LSE DOERFxAao R aD FROM E PAN FRW ExPAxsdry JExr TO ExvonslOu AxE N CLUN 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PrvO x°rz5 Ys sinxpmD PLAN FOR NOME,, SEE STANDARD PLAN 110.1 5. IF TRENCHING THROUGH EXISTING Dn1EWAY OR 9DMI RAMP, THE DNVEWAY OR SIDEWALK ROVE SHALL BE REPLACED TO MEET IDA SiNIDM05DOE. FEW TmGL EEtnan TO AMPUBLICTYMCAL .I DEVELOPMENT ENGINEERING jchavez08/28/2020 SURFACE WATER UTILITY O farah08/28/2020 TRANRVBRR PA TCN !OR RLlIDBLSPAR/YEWTORR101D ]IRWIN -CD PUBLIC O FO lI.QIR eNroRN DID. PIeN - DD.l PtfBUCWORKS ' REQUIR®RRWCIR,SIUNDAND U08 8N. prep _iR P�FD PP l'GD PPR ED. L3 RT�� YARAMBNT WITH OYERYY H NTS DEPAHMEMf MGM KAVRN PITHD Y I NITS ORPAICI'YENT ODlIBAW 1'OII LONSRIpINI1L TIIlNCIO ICI_ - NTS a R.IL E ' R..M. COR STD PLAN 110 6 7 COR STD PLAN 110.1 COR STD PLAN 110.2 LET GO g y�5 �X WBAfgN SAS wrz ED a�Po� P.O.Boz81211 ti� -NOTED aMaw D°.Arxxl ___ CITY OF CITC HEADQUARTERS 1300 BRONSON WAY N, RENTON WA 98057°"°" i02a1a11 GxEppA" Seattle, WA 98108 R E N T� N MARC " patrickI&I.engineenng 'pD a Fc2s]EWwo ese sal-oTsa BWR I DATUM PlEnnin Buildin g� g� PMDrG wgFkS Dept. P DWW /Wp NE EDMo. AT X.HL UE _ H /DNALB L E N G N E E R N G BGILA«NMINMY CITY STANDARD DETAILS l.U-7.0� NO REVISION BY DATE Al wPmm RT. 20 OFF 58