Loading...
HomeMy WebLinkAboutR-3847133to 110N O O D 3 AJ t MI 0 G EXISNMG ASPHALTURB _ 2:0' MIN, NEW C PAVEMENT (SEE NOTE 2) t Cum SAWCUT (SEE NOTE R)� (rHMMAI. For ADS MNN M11Y t 7 HNA{ ACP CI 93 B) JI`( (SEE NOTE 1), GARY 6" CRUSHED ROCK STq MUM 4' UMNTITr ADF M SS 8) (S HMP (Of ACP CR B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTE L MUST MATCH EXISTING THKIKNESS If GREATER. 2. SAWCUT SHALL BE POSITIONED. 1 - 0 BEYOND EDGE OF DAMAGED PAVEMENT 3_ THE INTENT OF TM6 DLBIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT [HE WTTER FACE, EEE STANDARD PUN FOR CEMENT CONCRETE CURBS BED. PIAN - 109 �Rf PURWC WORM CYR6 ANO aV im PPRO 0 AJC DEPARTMENT REPLACEMENT ORTAIL 00 1/2'x4' Q?ANSON MARMAL 1/4'R ATANTS // V Y'EXP4M NORMAL CEN, CCNG TIRE ANY W , Au' UAt "M T1FA1 YOXX UNES TO EE RADIA - TO WRB AND GUTTER 1/rxb' GAMMON MATE 1/4"R AT ANUS — "u--WOfH a MI NWALK NS" EXPAN9W ROPEW- SVflB flENPN / I/2"R 1/4'/FT. SUNNI 1/2�R P `PA`hMENI AS PEO PUNS 8'' 1 PA,6MENt A6 TFR MANS (/ ,1/, /��5 sYAnOARp (EM. C9Nc. PARKINKA srsND/— Aw COM mm AND gRTER CONC CURB A10 TIER SECTION A -A SECTION S-8 WE SUIT zs,, TVR-Rno UM:UA Exr STANDARDS anuo TONS n..m.,N,roo-,m .OAMM .IT ,D.m NeA�I�•� VaaaRv ND wo-5mAK A' I i.L b p r AloWo WL In ma', MIAMI /r Fmr16W."wMANI A W N11R nT ALLNwe KMAW MV.. �P WAM mn MAXIMUM,Wm ass a(s,+]uMw W m:.Pm °w[ moot 4 Wwti Nom A,n..0 was MAIN; 1 2 In' TOMID FlNIW ww'Alowl W✓ss r Na DANMD rIImYN TYPICAL SIDEWALK ADOPTED �wS ICOMMERCUy WTrN91.4FEN NOBS ,, WMna MKVOy[NIB 04mi0,blu&, plrlmupe FAap'A e,IprmRl MWM SreUxmmwYYWM. wn.D f[wvb.p .1021 Canspuq ageuMpS,bpWWVMNe BBnIMlmte lquWtlN1T rlmMunpylg MntlNmry bW wAntl3P. 2, b00 M 00 IR S, WNOMIXR'CBIRWI,.WbfWN Melpe,IW OeipdYAN. BAN, No pin IN Mae Noto 4. NWuON. 4 Yin Wn.mmnT@1NUAWlN%Pm AIIWrIEp�M OY�IM 1y0g0 al mMPBnnNI.m 6. National, i. Fm p1[ewy W+NewORiVEY1AY 6YIHpMOG B5N NOTE 10L TM mpmgn PI,4IBN eb (hn 102J YN b pew0 n BE°wn M NB tvnuluGNB Mmtlt N W, 6 60geS YY[mWly Wl6,wplmw R9N2, pfRa0.IE2m Rd0]29 p0LNRAiMd ➢,ffi G41NIIss4 (uA�TNNE110 RIB116aEWVY YNyoremh[23,'NAS (WtOV/AAI. °:Bn.aw»bBY'Yp°G[.A,[Rn.W.mryN.M^-.,n 10. BiRivF MOM0$s Rmown MunNywmxlw0 ,mS IVRSSm YR["M CWV[ERBSf11HINYp V11V1Y5TONVA90S 5[Nm4dO®SIgER5EN1ppg6$ ORNEWAr BTANDMD9- Ra,m�NnxYppuevlRMq Ttle N Eave agmen[ Ryuhtlwe CHAPIEg4 mr.vnDE1XWPERTYDEVETDpNLNrsTAHOAADs gE6D1A1p.GULATI4ClOPARYJN6,IOAOIXG A110811VEWAv N PUBLIC NORLS CEMENT CONC DEP.ARTNI ENTNANCES-NE AM VrtA Im iT �v [l.* la 0. TTV➢MY CEMENT CONCRETE TRAFFIC CURB AND OUTFER FACEd'ApMCEn CWO „2 r MBn�m� i DEPRE&SED CURB SECTION ATMABYAUHRAMPS we ctD mNwNl. MARIAM mn nrcv. ,uwn,NU[w,tlwx 0.SAEBBPDMNMI mB 6WR[Ima F,�®ADVCp,NN. �. 1-AWI�YFI.AGE DEPRP98EO CURS OETNL 1®DDVIVLtlIWWBrvd YM.A,S.,,�4vY. Jf MA IIBRWA xwms N.B,iYEr•,. PRNw Mmmmrp WIw1N+a3[8 Obwb MIN, MAW - IKa !e uEONLAEIE nnn nOUF vA NA FL Li I JOH EWIFIt CEMENT CONCRETE PEEIESTRAIN CURB Ar BSv.Nx ANDwwN� AdACEMCUIIB AEeRnwlm KfNMSE,FEf tPFAAmMAv, _j DEPRESSEDCURBSECTION ATII®�IIIY OT6WA6 n�pAx,Na y � aCE°f [VI6 m r BW EMFMCONORELE. TRAFFIC d1RS fKNE+uLNOrtt YNgPsv,RW1D,.,beNwW,.tlm,mbnWmW ,61 m,4 > FV Opi�,tlAMEMwAV pRSQIb,Bglw,wMWOM[M] PUBLIC WORKS BID• PLAN - 101 DEPARTMENT CEMENT CONCRETG WIISS PR D40� VERTICAL DATW THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED By BARGHAUSEN CITY OF RENTON, NAVD 88 CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A T BEFORE YOU DIG FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRNATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD Z WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PIANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD86) W N ! E �F T 4; s .cs.mw / MMnWMCt �M: 1 rTpm MNnvn `Jpr" '1 RI NOTES eta 519. MNi ,OAd NOTE: FOR PLANTER/BUFFER STRIPS WIDER THAN 5 FEET SIDEWALK DOES NOT NEED TO BE RAMPED DOWN. PUBLIC WORM DEPARTMENT 11-1 AT mol IN A& W r7t 'f vaw TWbAft � wmr¢wu nc "¢'APMMmNTTm w �w���WMA �.� r `+�" wBmmDEDErAS f I' �_� TnIPATYTOPUH roA2 PAoY VIMa mYm,RM Wtl+ arovNtsx, ONm ' �a.nHm[tmlr ©nMM9mK+Bn �.4 PUBLIC INNER CEMENT OONORETE BID. RAK - 100 DEPARTMENT 81D6WALN Bw Po[,nmin.vMnwob.In W uw IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN. PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER R, (610) Rat -0180: CEU 303 -BBB -4623 E: DEOLMAR OKL fLNEAd N0 (BJ}Si U1 E R BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: JAY GRUBB, PE (425)251-6222 "a :1 v nnaEwl.V YTOMWEtl �' � - eY1Nc E + q�RD9DUR nPE ca-ISDMETHIcvEw 6s pn[a1 fY'MNE49lWFAC141 j Mlertw 7C.AIPO� ���� It; 9nHWb �� %RB,wL TUFF Cr1B-190METgI6 VNW NB'NMEC°MBERCIPI WIrNBUFPEAI �r ti "'✓�P a" an.urtca l uyn@n'wvueuYee`� 3 : 'l 0 M wNKKNKK IBROFT�YD. Fl.W Iug TYPE 1�� CdPlf VIEW TWliX V0.WRMOVfBVERA�911BWN WPIIBIVFFN Po,NOTEE oe EN PIAN Im SEE STREEFSiANMR0616EE NOTE i01 M. PLAN - 104.5 PU pLTG WORIBB CEMENT CONCRETE DRIVEWAY PPRO' 0. DEPARTMENT ENTRANCES VARIOUS tSOMEIARIC VIEWS Dwm�w�oA.mmwwnaM� CITY OF RENTON �GH w� OEPAFiTMENT OF PUBLIC WORKS mPpe'4" A1�Z ROAD AND DRAINAGE NOTES DETAILS IKEA REDEVELOPMENT, RENTON, WA. O Eye? O cve �� 6/11/2015 =o U15007266 COMANG4T EmEco D JSC EICN.E NA FgyOp�pFO,_�_PAfE APDo OF RAUXT "IS bffFy(.�EF� R-3847133 f0 N O Z> c� 6 W a z IIIO W q m