Loading...
HomeMy WebLinkAboutR-406350RECORD CONSTRUCTION DETAILS J w m Q 0 N N O N \ rsl 0 I I`7 00 0 00 In CD CD O 00 w C-0 FOR 0 HI K-FIL-A RENTONC C SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON LU RAISED EDGE DETAIL v 0, LEVEL 1!T E]iTE/r6 SIDEWALK TRONOVERSE 1' . W I . or &r pNi PREMOLDEGA)wT FILLER 112" iINI A. 1 JGINIS TO IRCJ.IIDE RAISED EDGE 1YPIDAL WHERE APPLICA1 -1 Rol, clan s p } mP r 1 1 Ir!' N A. FOR CLIR'ODETAIL$ .'. 4 HFE ST ❑ PLAa lO+ " 1•PFA R • . , ��qp�', `1 r •• sTINc RaAowAY W. ROCK •SIDEWALK �RusHEo SEE W41SED IF V -a'. DETAIL - THIS THE TYPICAL TINDER CRUSHED SIRFACIN0 TOP CO,1ReE SIDEWALx ALLCUr IN. I•u+'A;:I TO 9iR 00TDIFIEO PR FOR woPEe7 BY WITH RAISED EDGE tuNLESe REKKJIPCAL WAVEDrL DILGIN-CEa ourrER SIDEwnLlr. csrc UNDER S CURS 4 ovrTER TO eECTHKXWSBOR r - + I^ H �p �i,Q� MATOt ExIBTING ROADWAY CRUSIEO kQrX � OREAYER {fYP FOR LURB iHOV17ERI I FINISHEDORADE1.ONEELDW' rOP OF OmcRm SUREAGE x-a SIDMALK AaalACElilSbi.LIHe r-a r.a yl r (m A rrrP, Tsr 1 STUD Firm E vi SIDE -- - „ .T- eRoaE OR PEDESTRIAN AR �e►' � i PST GUTS ADJACENT TO CURS pRyaC, -,U SmETARIx my 1LTo R mi RTFEPFILLALOPEs1 00NIALACT PLAN Au DR adonis P 1 I 1r1 (M1 R. [TIP, � i ISIDEWALK FLU" f1'J4M i VERTICAL WALL- .. - " �•;nY 1 WE atim 1L' EY1 lER , JOINT rill -ER ADJACENT TO CURB AND RAILING OR WALL PRE tlLOED JOIN FILLER FOR 84DE rREArMrrslDcwALR BUFFERSTRIP SIDEWALK ADJACENT Tp WALL DETAIL SIDEWALK MEE NOTE im SECTIONS 1r1'{IN}R 1 a r P I FOR CURS DETAILS a ,.ex - Y 1.5IL MIH r SEE SiD PiA1Y 707 71I� f OR . msn oR HATCH nosnrlK;TROWELED 7R�VE PPIMMETER FINISHED cRAtlE }' (RILEj eEiOW TOP Dfr @ SURFACE Fop PLAI1THlO-FLUSH IF PAD Y CEMENT LONCRETECURe 1k. 5A.`-..� ~ •.., {CURS NIO GUTTER $FIOWNI ADJACENT TO R UFFER STRIP FOR CURB DETAILS �• ' �� ��`�} eEESTOPLAa10+ • �, d' TIg•Ta ' r 1N NOTES C >> t Farr r/M of 1M edagoI nAdsl Ytai T s be ms ae peae1 � w eocr+La Cx , aGKxrNI[�r rvlM ' aM d 1axDCm tdo rove W and Isor¢arrdl abeSl.dion. CrrugE, =11 Cahn. Ji■71Libn Br�les. FLIT A, r�rNNraTK lls/r.leosr, • - Cabls V&Am. PLA Flans am Saw cumxo1aIfEA+ on WORM r1am a m toIm W M pylerlelk =_r , ar C CDMTRACTXN JOWL +toy¢ IM r4i>�, IrIH w�4c•, ar,a 1Tlalrll pmde of tn• sdewak ^1 JOINTAND FalltllFi DUAL • a L 66WX W16C car Ir�q J uN Sta LYPb and i lb .•� . 7aeeylslR 1/+IVI permmed NLIISEr For other referenced 140TUm � DOLmuglim WNeA n STD PLAN 104 2 . ■ .W0010elaWait r,.L�.arul ■ IAorgea,t[ raw Ca,Ens// CLIt6 Bell f pr 1LRaOr ORE JdNT FZy ER SSErIsalO Flan F•]0.1@•OLi. Paved SUrrom Mud ON"* With V- FVLL-flEs'i'17 STD FLAN 102.1 eaapp6mbie. 3. cmarhteba4,$00?U EXPANSION JOINT - SM. PLAN 102 PUBLIC WORKS CEMENT Cl1�MCRETi! I ,f,l;, :, DEPARTMENT SIDEWALK «WE CITY OF RENTON SIDEWALK DETAIL NOT TO SCALE #3 REBAR @ 18" O.C. (V #3 REBAR @ 18" O.C. (H CONTINUOUS LOCATE P BARS MIN. OF 2-1/2" CLE FROM FACE OF CONCR 2" EXPANSION JOINT PER DETAIL THIS SHEET 18" STEP CURB DETAIL NOT TO SCALE FACE OF CURB �81R'-r $1rr 11 1 r2' R. ~ ~ 1' R. 124 + + TOP OF IZR. ROADWAY 7_v ' m i t V r ' CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB FLUSH WITH GUTTER PIN AT S40EWALIL RAMPENTRANCE 1;12 124 TOP OF 1Ir R P40A01MAY me 7 1'6' - DEPRESSED CURB SECTION AT SIDEWALK RAMPS • . are• FLLER E FULL-D"TH EWANSIOIIJOINT @" CEMENT CONCRETE 1•R SIDEWALKS RAMP VARIES OR LANDING FROM i S'TOO 8' f 3W PRIEMOLDED JOINTFRLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE CIF ADJACENT CUR$ ,Btr2«' SEE DEPRESSED CURB DETAIL THIS SHEET 1;24 TOP OF 1 1 1• lr2'R. ROADWAY T i f Eai I DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SE E STD PLAN IOA.2 FACE OF CURB FACE OF ADJACENT CURS GLITTER SURFACE {+ IP2'�� 51T1 1- 1 rP R. I' R. I L TOP OF m ROADWAY f I - aim, CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES. 1 See starwaro plane 102 orM 101.1 For curb expansion sm contraction pint specng. 1 Lyr.nsan,or.T sh�i Me I+a Bares 71a' IR] wp•+dlEd laI'+1 �* 3 Far Depesseo--� awa.r.y Cuts S Oulu Saecor+. see slan�b ,Lx 2 STD. P1&H - 101 PUBLIC IYOCEMENT CONCRETE CURBS DEDEPARTMENTNT 1vT CITY OF RENTON CURB DETAIL NOT TO SCALE 1"R �1 /2" R LANDSCAPING ; - __ NEW PAVEMENT /J10 NOTE: SEE GRADING PLANS � I FOR FINISH PAVEMENT GRADE a °' a 7 3/4" EXPANSION JOINT AT 20' INTERVALS CEMENT CONCRETE BARRIER CURB s SAIL "Dte E NjMI _ {SEE NOTE N IIEE NOTE q T OF PAVED LmyF r- DANEId REc= Lr•rvrroF. vow*m+a - 18e� waE srD ■,.N ae opIOETE L � 1 1 SCE rIDtE s \ T SEE NOTE r NWFWITHIe N e CF.NEHr CDaCPET6 J cuW40 - ALO■lIM.I - EGUrRreRs ]a•GONrNg8te RJOLT—MI ISLE sra vuN+D=I PLAN VIEW (TYPE [1 SHOWN c14 a aCwx swl.AM „OTEA rwEs ` - a>x Awl saLr4le•mas �, +vNlu /r1eNWx SECTION OA m•MIn ` 3U'E]VAa•gN,aWijrW.l reFs NrD. sLAN IPn II!'RIMI II.1 nI1t CRENLE f15l OPF LL,k ' Wf.E4. a4w,'� Fi ORruEWAY WI uIE XD■E pi&imE SHOWN ex—,wimno] IIN f.SLA - n a _ NIAATNe .• _ wan __ --- - t o•r•wr ru rl HArrE- - 'AOE4•tE4 i■EE NOTE Tl CONNT coilomm FLAK IN.h rES s.r S-D. PLJAr'r I w . 8 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY DEPARTMENT ENTRANCE - TYPES C1, C2, C3, and C-MAX 6" WIDE STEEL TROWEL FINISH (3) #4 CONTRACTOR TO SET REBAR ON DOBIES PRIOR TO POUR o00 0 Og FLOWLINE OF CONCRETE SWALE/00 T' SUBBASE SEE NOTE #1 M. PLAN - 104 ' PROYED: CEl EIOT mil L•'TE SIDEWALK . - \' F r t�nlElrr cadCRETE TTER �TEexia 0EPRFWO MDNOLJTKC CAfffi i aU TTER ME DETAIL 7+eB 51EM TYPE C78 - JSOMETRiC VIEW (COMMERCIA! •W H SUFFER) NOTES 1 When a drir,awiy wxhh exceeds 15 fce„ ❑Dns"ct a full depth axpenelon Joint welt'Mr joint RNar along Ill d11VtrAay Lana IViSn FANOSlid (Soo IFW- plan 1D2j- Corretrlltt 0"itrIon jD�na PUMAA li WRh Dlc cerlfedre ae mqulfmd et 15' m"murn spa: Lng when *Tvoway ca *Ric-•PNnNr n � am 1rIa1 1 widths exwW 37. 2 See vW. piarl 102 For oldewalk dolnlls R r 3. Curb and gumu shown, alher curb deslpr>s rr+ay t/e ■ped8ad. .. 4 i � I f - Sao sw plan 101 k1Fcurb 6ahrilisIF 4 N[Tl used. j -+ 5. The arlylrI;m will deelfpn loll driveways W Include devuUws at ell Slott DIMIlM,LYSOrdfplgaNLaePAeelaK points msfked wkh symtW X'. All eWivAons ire at the back of JnaTaSEeeLesllaLtas•riK curb top on UOM Stela. DE317�IES9Efl momouTm cm 17urnmORAL 6 Nlxl used 7 For Drivewery W kIthe See DRIVEWAY STANDARDS (See NOTE 10). The eypwism)wTle (Sae ss'� ptan 102) shell be speced as shown In the owUpaMing Itld WiiC New, B Slopes Shell comply with mcV ions R303ZI or R3C3.2.2 or FACE DF ADJACENT Iran IRNW.3 of the Revisal Dish Gutdelifics far ACocmIbla Public Highlsa[ wry Df Navemlrm 23, 20DS (PROWAQI. 9. Clad rahJms for any Type C-MAX Urtvewey may be apWvved an a 030041-Cs" Mails r R - 7`4 '---CW1'[RSLFRFACE 1' 4 10. STREET STANDAROS s 11en10 n My ranPa! Code [RIrICS - Tn3e IV Derdopment Resurinons CHAtr1Elt 6 51 ME I AN D UTFLRY STAN DAREIS Sedlan4-is0 tSMCTSTarlDARos DEPRESSED CURB DETAIL A T R1e$ IDE P41 LS` OR COME RCULL DR! VEWAY 5, AN D ALLEY 5 DRIVEWAY STANDARDS IF Menton murJc4mI Case (RIM C) _ TWe lV Developrelent Resutetlom Drivewiry Example: TYPE C1B L i CHAPTER4 R:ae.adendel c•Camnrdw UrY-WI PE PROPERTY DEVELOPMENT STANDARDS N gne ■r of LW All. Sef lbrI44-M PARKING, LOADING AND CgrVEWAY {Ls"e 017 REGULATIONS B`$9 Ss i1 a:sni•1 o auE /r I i' ?BLlC RORI. CEMENT CONCRETE DRIVEWAY SM. PLAN - 104.2 1, "EPA17f1(EZ~': ENTRANCES - NOTES AND DETAILS CITY OF RENTON DRIVEWAY DETAIL (3) NOT TO SCALE SLOPE PER PLAN SEE PAVEMENT EDGE DETAIL 21 A/C4.2 (TYP) -c- —10" THICK 4000 PSI °vC Oo ° COMPRESSIVE STRENGTH D� c o 0 CONCRETE MIX PER SPECIFICATION. 4" AGGREGATE BASE COURSE SEE NOTE #1. CEMENT CONCRETE SWALE NOT TO SCALE C11.4 NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2. MINIMUM PAVEMENT THICKNESS SHALL BE 6" CONCRETE, 4" AGGREGATE BASE Ba rg ha usen IncSURVEYED: RLH Consulting Engineers, c• DESIGNED: JC DRAWN: CMS 18215 72nd Avenue South AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM Kent, WA 98032 425.251.6222 barghausen.Com NO. REVISION BY DATE APPR APPROVED: CRJ SCALE: VERTICAL: NAVD 1988 N/A HORIZONTAL: NAD 1983/1991 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CURB sa rMU dNCLJCei e00esrAL9 MAIR1 - F MIN T vArlr„ �6E# wen.'hrr +/LF OF PA SO j AY'EIIPAMF Ft_AN Ion ll•F3TH6LR JOI.i r.vi GFS'CKT .SEE iT� FA.AN IdJ � ' . '�� Ii�lTD hAaf al CYr1CIETE e« YA,J• I s r iilarLTgN JCIIIR 1 7 xl l•gTC, RALP W" Im tv { e l cuiI.R a -- sr LOrrinAepCw laelr RkP.! L6LE /m PLu/,gJ1 PUN VIEW {TYPE C1 SHOWN. Gt a C] i CMAx SIMLARI {SEE M9TE 9: +.lust --ikYF196'T"9' - ■ LL r.,Aw IT •r•A F jTTR i {r.•1�- J L ` a•Nw���• T�'�`�- � � ,r rF ak!!!ss[o dwiaa,eNa l Sil4llF dVA+es'i � M �iAarea _ - SECTION ! A 4/1 eY_; i:t .W�711rt1►, .`y _ ER�.F.K IMOT1r Lt4 Od Fl11E1C! W LD■{l/1► _ • . " \' � Z - `� �. __. � , .erAewArw�A4r:,.k care m.nrk s.dNuuwwalu•Or `l +fti a r `0 Nr'1„M tewOOLAFTIp. --� s-Fi ForMOTIES Bea STD. PLAN 104-2 � STD. PLAN - 104.4 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY ST �' fD i DEPARTMENT ENTRANCE -TYPES C18, C20, o C30, and C-MAX13 (WITH BUFFER) a a 1 GRADE ° 4 a a PER PLAN ASPHALT PAVEMENT CEMENT CONCRETE CURB CUT NOT TO SCALE 5 wJEy Sc`� i Q � P� CP z o ,p 47671 � ��- DNA LT E -51,��I Adoftk CITY OF RENTON V'R vugv Planning/Building/Public Works Dept. ® Know what's below. p Call before you dig. 1 Dial 811 R-406355 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: 12/19/2019 RECORD CONSTRUCTION DETAILS FIELDBOOK: O D FOR PAGE: CHICK-FIL-A RENTON DRAWING N0: ® 375 RAINIER AVE S RENTON, WA 98055 C1 1.4 STORE NO.:04249 SHEET: 23 OF: 24