Loading...
HomeMy WebLinkAboutR-41160130T E. � U) LL LLJ ry a C� Q Ld U 4 ON N a o AT (SfE NOTE (SEE NOR 2) Y' PEM)1 VjRE}-yINWNILR)UIREi Y MYNI 1 (4j1ACP Cloae BJ JjS (WE MORE 1). ovm IF ORDERED ROCK mmomD& STREET MORMUM 1 IW HNA (BE ACR CIVP B) } (BEE NOTE 1). OVER B' (SEEMED ROM NEW CUM a RRNA F y MDRi 1. MUST MATCH DUMPING THICKNESS F GREATER. 2 SAMCYT BULL BE P061TIDNEG V - OF ME ♦OM OF DAMAGED PAN MT. 3. ME INTENT OF THIS DESIGN IS TO DESCRIBE PAVFNONT PL W NT AT FIRE WTTER FACE SEE STANDARD INEW FGi CEMENT CONCREIE MM& CURB AND OUTTEN, is PDBUR: WORDSARfYENNTT I REPLACEMENT DETAIL\ COR STD PLAN 103 .-- �� =i6EMElPGNIEW,' -pE�«mEyi-E I ecwYevaL�� f� A IOU OF D culdc (SABA PAY YOU A' UJAi I iIte AIDE COMMERCIAL euwFER) i 0116^, Rid CEUPHCENJORTE All w.e> Fo� NTS 1 OR AFTHOJTPOEMAJER BUICS ISOMETRIC WEweUFFER 04 s{EBm_E€'i sTArvW`RD>y'1sEE oT1ol sdwx FuuOTE6 see STD PLAN, ETD. PL1N - f06.R PUa416LN0RlU CEMENT CONCRETE DRIVEWAY ppROA EU bEP�RTMEVTI ENTRANCES NTS VARIOUS ISOMETRIC VIEWS' c- COR STD PLAN 104 ",..,. .5 " �s} a MAN. MI 4�j� O4 NAH-WOAI. [i,JI P.O. Box 81211 YR 0 I 1 Seattle, WA 98108 ',l5 patric 1.engineenng 'p 48wT (858)581-0754 REDIEW HLENGINEERING ripm_�-_ L ��V MESTAFAM ...o...m A. ...w.......m... _ MICRON, O n, a .. - ,ii�.mm WAY, Ad"A .�v AWASTE PUBLIC WORM CEMENT CONCRETE DRIVEWAY MD PIAN - IM DEPARTMENT ENTRANCE - TYPES CS, C2, PPRO D. C3, and 4MA% 2 NTS COR STD PLAN 104�RWDAA..YWINA.wmINAd „..., 2 DOUBLE YELLOW CENTER LINES APPROACH LINES 11116i ••'�-•' • • 1108111 EI S I III ' o 4 YELLOW TYPE 1 �},\\\ LINE MARKERS m `4" WHITE TYPE I �eI1111 LINE MARKERS xa 4' YELLOW TYPE 2tl, `4" WHITE TYPE 2e LINE LINE MARKERS (REFL•) MARKERS (REFL) SINGLE YEL}LO}W, CENTER LINES s SKIP APPROACH LINES 4" MILES TYPE 1 4' WHITE TYPE 2e LINE MARKERS LINE MARKERS(REFL.) }SKIP 15 4" YELLOW TYPE 1 4' YELLOW TYPE 2tl LINE. MARKERS LINE MARKERS (REFL) TWO-WAY LEFT TURN LANES LANE LINES 4. �u4 —I �z (TEFL) YELLOW LINE MARKERS 4' YELLOW TYPE 1 LINE MARKERS Is YPE So WRITETYPE LINE MARKERS LINE MARKERS (RFFIJ 2..........sees 2-WAY LEFT TURN ARROW SPACING SPEED LIMIT 25 MPH ----- 200- OC. 1 j SPEED LIMN 30-35 MPH -- 250' o.C. SPEED LIMIT 40-45 MPN -- }op' o:C. LEFT AND RIGHT TURN ARROW SPACING APPROACH ARROW LOCATIONS .�OR� 20-50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR) 50-125' 2 ARROWS (20' BACK & END OF APPROACH LINE) 125-300 3 ARROWS (20' BACK, MIDWAY & END OF LINE) OVER 300' ARROWS AT 100'INTERVALS RAISED PAVEMENT MARKER (RPM) TYPES RPM TYPE 2 RAISED FACE COLORS RPM SIZES RPM COLOR RPM WIDiH7DIAMETER HEIGHT 2R WHITE AND REDxOJ" -_TYPE TYPE 2b SEE COR STEP WATER PLANS TYPE 2 t4" kO.T' TYPE 2c YELLOW AND RED NOTE: RPM MATERIAL SPECIFICATIONS TYPE 2tl YELLOW AND YELLOW SHALL BE PER MASCOT STANDARD SPECIFICATIONS SECTION 9-21 RAISED PAVEMENT MARKERS (RPM) TYPE 2e WHITE - ONE SIDE ONLY TYPE 2! YELLOW - ONE SIDE ONLY `-� PUBLIC WORKS CHANNELIZATION MARKERS DETAIL 8RD _ E00 e Zimmerman +lC DEPARTMENT FATE COR STD PLAN 109 6 No REVISION NTS 6 RE o CURIADJdAtIeFURTIF Si proi -3 , TA CHAFFER 6 SURE AND DITTY Odd, v ; M - iadd aJ 'Lr�^>'• ROE [AN�i TY,a9fal tcOMu xcu wnx auFF[al NOTES N!i tlaPl .w.nmlan,NET aireT�mBOY vnmea wavureiv,n (eee�b.OYiln to. [e aq¢rsYnjynv yyWrMNe mM.m ru wiau. eneN b'e,a,s nrm W9.w,nvM YV ` . ...Y1e 4 I eN^evwaeq awrvnoue Yr-ebiNb ee.mu. w IF+IeMwu,mnex•11•. Me4newn to Wk,A![ •yFme [o ,W]Fq RA.vj rue YWmurMeUx c rvbr0�? F on wyvmwe«orvlvew..r s.u+o s (6s rgTEtUymevwnonpnn bee p OSt Y1Y Yj 519serduYPhwMeveb,v R9)11, R ] r.¢orw,ruat Rv323awR.Y.aa.ncmaem.ro,.m,oe0,e40� RlaY`KMiy RNomba.11 YX IREOWAGI. ' R ful,tlmibq' yp CNAI rlrveymry Ee eppwJon yyq<eee >x - �unaRelurn 0. 6THEE' WADS I[.Jelvnsl rm qum s.aa..aorusTnsersrwowa• 0S DEPRESSED CURB DETAIL RNS-.mr.ntnumep,¢Nelxmq aiv-.IRmW diiMIE1�6.L amix'nTs,moa,sys m ksulwm. D,lugvay Euemda'. TYPE CiB CHARTER l[xawEm DEVEtwYExTST.wOMRs u aFcuwnoxfi�NAnnx6, muRixs Axb RxrrTwA• �'r'""'0 eneaw. CEMENT CONCRETE DRIVEWAY ENTMNCEB - NOTES AND DETAILS l COR STD PLAN 104.2 NTS 2TT MEADOW AVE N STA 42+76.00, 17.00' RT (MEADOW AVE N) VARIABLE WIDTH GUTTER PAN TC 41.90 G 41.40 LIMIT OF CONTINUOUS GUTTER PAN DRAINAGE STRUCTURE FACE OF 6"CEMENT CONCRETE TRAFFIC FILLET CURB AND GUTTER�G41 A2 P TC 41.88 TIC41.92 G 41.38 �Ev I FARE ARE NXII i 2' EO EO 2' 2.83' I STREET TREE j r I CURB POP —OUT DETAIL MADE As-NOTED "°^°°^�"�"' CITY OF RENTON III DATUM scuc.evmx v Plonning/Building/Public Works Dept. Ell r rvmes ax ITS PuxHIP .x PUBLIC wORFs CEMENT CONCRETE DRIVEWAY UEPANTMF'sT ENTRANCE -TYPES GIB, C21139 f1I 'I�F NTS C30, and G-MAXB (WITX BUFFER) COR STD PLAN 10 4. 4 `.,.w".T..,....,..WAW IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O jchavez OS/28/2020 CITC HEADQUARTERS ARE io2o1o11 300 BRONSON WAY N, RENTON WA 98057 Pw CITY STANDARD DETAILS CB-7.11 PtaT 21 °` 58