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HomeMy WebLinkAboutR-41160132NOTES QD bATCX aDE/aVA BUFFER 1. This plan is to be usetl where pedestrian om in8 in cre direction is not r MOTH-N V MIX. Upermitted. T OTH N4 a MN - 4ECbITULTPLWB 2. At mahrad Crosswalks. the consheaction bebeen the tenth g and INS SEE corvTRAcr PLAN BQEB roedray must be coMeinetl wilM1in Me width of Na crosswalk mukirGa. NWOTE�tn CORN RAMP 3. Mom "GRACE BREAM' is Called Out Ito BIER length of the g2tl0 break 3V (IN) EXPANSION MDEBTWFN CURB- MNT-SEEIMX MEWMID MATCH 9IDENNALK MUIN-a'O'MIN between the two adjacent surface planes shall be Push . SEECOMMCTP4 $ IANDM IANDIW 0. Do not place Grai Junction Boxes, Access Chi or either Audi- 910EwehX- d0'(Ip wuisxn JOlxT•aeE LEDESWAN CURB- dhows on any part a Me Cut Ramp or Landing or In the Cepressetl W BEE NOTES @-VMIX. TR MrypAIrD PLANF-50.I WEX 10 Cut and order where Me Landis 9 wnneds to Me rcatlway. _ t 9 8'-a MIX. 6. SeeMe cum design Stanford BAR aMan lt. -.J A Ottn forutri Cut aM Gui Depm MCut, Guerr rre *' 8' R s Petl rii Cut call {�I3 6 SSS$ u 8-W MH T R. �F b '� � SIDEvwK- 6. Sae SbnMLU Pbn PJO]O for Cement Concrete Sidewalk Demile. See Contract Plans for all add plamment 0 sidewalk. 6EE XO E 0 u I- STIFFER CEIE4TpB1E WN NF810 PCE DEIEGTANMRDPX ]. The BM Item'Cemad CanaNe Cut Ramp Type _ does net include tic BUFFER STRIP 0- djaeBnt Cut, Cut and Guider, C pm99etl Cut VM Guider, P Man N CIXInUCTPLW6 W C FX 10ACE BEESTAXOAROPWIFM.10 STRIP WE NTAXDARO p1ANFYtO a Cut, Or $itl0walk6. LLL LJ WRBaIp GUTTER- eE NOTE s wRNarO WTTER 4B XDIEB e. The Cub Re Mn M1 i9 mt ttl tp exuetl 15 feet mess dawn PFl]ESn RESXN FEGESIXMN oMemim in the Contract PIarmm Wren applying the f ikd max. length CLOSURE SIGH CURB RAMP CLO URESIM WfIB CLOSURE BICJ.' FACE OF momW Man back M alierwa ( ) MIa Nnnlflg elope M VIB Cut Rmp is ry E DAMPLAN allowed b aK S3%. USE a aingle WnM m $lope Tram bottom M CURB VIEW IaIAN VIPN ramp W too M Map to me" into the siMwelk over a hor¢OMal GL S TYPE SINGLE DIRECTION A TYPE SINGLE DIIFECTIONB distance Mlfi feM. 9. CUM Ramps aM taMinga shall recove a boom finlah. See Sbn&M SVa6Muao Ill for Petl On Cut may be MnNed If She ground Wrtece at Me back IN Me Q y DETECTABLE NUANINO SURFACE- Cut Ramp anchor Lathing whit DA at the same elemmon as Me CUM t@-P Ito% SEE aTAHCMpPWIFA.10 1@-P over aff. 13-P kNi RYP Ramp Or Landing and Mom will not the malarial to n3tain. Q mpJ GRADE OREAI( SEEXOIEO SEE XDIE8 W 9EENMEa Gw BREAK GRADE ORAOE eRFnK LEGEND OPMEBRFAK ORWEAF K COUNTER SLOPE BR W 5'DA 80 M - &IO M - SLOPE IN EITHER DIRECTION SIMPAGM - am NOTES SEE POPE am NOTE Is An TOPOF or My MY 150R FIATTER RECOMMENDED FOR To 'k ROADAMY DMIOWFORMAVRK R%MIX) CURB RAMP �� LANDING DEPREBBE➢CURB ANO GUTFFA- L� RMIP SFE@TAMCURB SAOG WRB RMIP VWOIHp \ y,A T.MOMFui RneWMrn DFw sEEGWO SEE MOM RMAVRK(e8%M0.Ct T v ^WRB SECTON O Mb SECTGIN Oj Cp nON JOINT P"i- SEE STANDARD PLAN FJdCm KL INSIDE RADIUS AT NICK or WNM1MYf FOR CURB RAMP LMM$ GREATER THAN 9- V PROMOE _ Cp nON JOINT EQUALLY SPACED e. In MIX. DC. -eFVFNT Co P � LIMA- TYPESIxG1 DIRLTIdITe"PA RBITIP BJJ E WSI�hEDREcnoxA sFr"xOTET T10 AONA4 1-II16gMIU8 DETEGTABLEVARNING SURFACE -SEE _ 'S / )yla9ma WRHUS mANMnR NFx1D �1j/J'�I/_(. 1<NIB]RINd Eo, PEDENTRIANCURS SINGLE DIRECTION DEPRESSED CUBS AND CURB RAMP GUTTER -BEE NOTE 5 WAa M STANDARD PLAN P-40.16I awIW by N SHEET I OF I SHEET APPROVED FOR PUBLICATION 1 V @aV� psi MOMETNCVIEW ISOMETRIC WEW TYPE SINGLE DIRECTION A DETAIL OC TYPESINGLEDIRECTIONB �%welS sir. NITS PAY LIMIT PAY LIMIT WSDOT STD PLAN F-40.16-03 CS N O U dig K E O L U <UI K I E W W 2 m R-411622 IN COMPLIANCE WITH CITY OF RENTON STANDARDS d DEVELOPMENT ENGINEERING IR jchavez 08/28/2020 F- a K Ross 'it SAS N2o2aan a 4�Po���� P.O.Box 8191 -NOTED °°981991 --_ CITY OF CITC HEADQUARTERS 1300 BRONSON WAY NIL RENTON WA 98057;;a1°'°°" n.rDpA" CD Seattle, WA 98108 R E N TO N E patrick@hl.engineeling ?G 4B6U) ! YOR BWR DATUM D N0- dam. 7 .. �D�L ZA MRS 3cfaTEeMo ese 581-0754 PlGnnin BwlaD Public wGTkB g� g� Dept. P p B-7.22 H L E N G N E E R N G /ONALB Are Wa.. CITY STANDARD DETAILS ED No REvlsloN av DATE APPR wP�m SHEET, 23 a' 58