Loading...
HomeMy WebLinkAboutR-3847132I�4 Q R j SIDEWALK SLOPE: . �R 2% CROSS SLOPE MAX. $ 5% RUNNING SLOPE MAX PEDESTRIAN 0.50 Z � O CSJ LANDSCAPE CONCRETE PEDESTRIAN D.I SIDEWALK CURB Z w e 4' 0.50' 15EE DETAIL 2/C2.4 x ::. e1 x•.x.i` .s 7C 0.00' L_3- RADIUS. SEE DETAIL 0 CURB LLJJW RADIUS SID PLAN F-40.14-02 (UP 6") TRUNCATED DOMES WHERE !1[ ABUTTING DRAPE AISLE. — SEE SITE PIAN, I�g tF z 0 N_ CONCRETE SIDEWALK RAMP PLAN RAMP 1:12 SEE LIP DETAIL 0.50. y SLOPE 0.50'6 RAMP P— R E GRADE ELEVATIONS, THIS DETAIL, RELATIVE TO 0.00 FOR ACTUAL ELEVATIONS SEE GRADING PLAN 6'-0" (UP 6-) BOTTOM OF RAMP MAY HAVE MAX. 1/2" UP AT 45. AV q* LIP DETAIL NOTES: I. 1:48 SLOPE CORRESPONDS TO 2X SLOPE ON SITE GRADING PUNS. 2. MINIMUM EXTERIOR RAMP WIDTH IS 44" REFER TO SITE PLAN FOR RAMP WIDTHS NOTED OTHERWISE. 3. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. THE LONG AXIS OF THE DIAMOND. PATTERN SHALL BE PERPENDICULAR TO THE CURB. GROOVES SHALL BE 1/8" DEEP AND I/4" WIDE. 4. CURB RAMP WILL NOT BE POURED INTEGRAL WITH SIDEWALK AND SHALL BE ISOLATED BY EXPANSION JOINT MATERIAL ON ALL SIDES, BUT NOT AT END OF RAMP ADJACENT TO THE ROADWAY. 5. CHANGES IN LEVEL UP TO 1/4" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN 1j4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. CLAMP DETAIL ON SLATE T NOT TO SCALE ®T Ti 1.6" - 2.4" 1�� -w- r zz 7 i c PLAN MEW SQUARE SECTION PATTERN PARALLEL 50%TOP 65ZODIAMETER ALIGNMENT BASE DIAMETER ET BASE DIFMETER TRUNCATED DOMES DETAIL NOT i0 SCALE AB-81.11LT NOTCs VERTICAL DATLRIP 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 884CHMAIKc BEFORE YOU DIG FIELD SURVEY BY BARDHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD Z OM WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING pen REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) PEDESTRIAN CURB AT EDGE ii OF SIDEWALK T 2%Max u CSJ -= SIDEWALK .1:12 ".. ti 12� MA MAX... Y, z $� C& MI. R CSJ ....'.�......,. DINT EDGE 0.02' $ SIDEWALK 0.00' TRUNCATED DOMES WHERE ABUTTING DRIVE AISLE. �IoC SEE SITE PVA. RETAINING CURB GUTTER FLOWUNE------------ 2X Max T SECTION C—C AS -BUILT TYPE 2 RAMP FOR USE AT MID WALK WHERE SHOWN ON PLAN RAMP PLAN Dote Date Dote r p EE w1 _ em Wu aeWaM1 N^wM""nywM1M EWmex2a. cMEfKlfWWYB'` c�.e name mn w Mnn .wu.oruxli° ,G ie aem f:��" •. op.wx. awwmu. CmbaXP I I x °GawEn vu.E tEP wEre re Ip awce bukmMnen lM1 SME wpe MAEe EUA. f > B oeMLLK� A Pu p IM et'CUE rq e�oneMM MaC iO nmlPtt I rR w m¢ 0. Sm Cmbp PY for ReasEbeB sa Sow PWWW Plan ULIMI ��/ M0.12WCweC Wb .. Gpwwi CuNM.GUW, rJ _ GW samnwCi rtW — pwewum rvY- nfl¢rte�twWewaw+[[. pWel+n CUAAWn wrwaw,.eeawpxE, wxmn- n.wnpewww s �. elaoawawnpawl6Wewmm cornea saww GxiY. rw[UCMe x>uuarYnw.0 Pus Ss.CmtrM pM.m WMWpmmnemoe.GwaM. E u[Maeaocwawmn E!> cuseJ E - ®.uNaoussG 8 Ba am'Gman Cn�rsMe cwp Peep iWe, _'Geea MlrcWh <roEEwwn amss ux c _. tl+EEM.nI O.M Cwlrq GNv.OynasAV Cub aM MM. PwowU Pnq dva.wa: P�qffiwU>Ece[pV W.w�w Fuu� >. 1KpvAn®AP naNnum MANeMn.IWInW,puW tlrew^'9 a!NEi TYPE P1MLtEL• iYPEILMLLELB wemwW M swtle" 11A rW PMPipYl N p Wppmw Wm we" hMIA tl+ nk q%e 177 aF ac aroma Wp ,a 1 P. Y.. 8 CW namp.lel,Lp N Fl 4amn A " A. Pm bMwtl Ruwwv B WJubin Dabm M MnMMNa 4'uE PenP.en6W LmEIyM h an brfion es YN LUR ' flMpw 4plwerU H*a Ml eemmWr n. N cmwmowxareme MZE wwwo >nww°Pn>.n p Y me. BEcnax O 1 m.wrer e,xoa` \ .r.P emrc .mc« EwewPx .e mrna.+ gVRNuz ._4 g- on p cus U,�,b wexU,r 1rvp PAT&C4O� { IE. RE:AnHb mRbio eeewres e eQMagP lj�� Iiecnce z p nw.,,ar r,.w.r-SM" °°yaxnt �' psrripep - PI IUU L CMA MMP MAINU PAPUAN F4 j1 ISbMEIPF VIfX I_NEW — IVPEP4MLtdA MY LIYR }YpEPARALL1MLL0.BPSYLMT SIDEWI CURB CURB END (TYP.) TRUNCATED2' WIDE DOMES WHERE ABUTTING DRIVE SEE DETAIL 2/C2.4 LE PEDESTRIAN CURB CURB LANDSCAPE ):fro PEDESTRIAN CURB 2* WIDE TRUNCATED DOMES WHERE ABUTTING DRIVE AISLE, 15EE DETAIL 2/C2.4 x ::. e1 x•.x.i` .s L_3- RADIUS. SEE DETAIL 0 CURB RADIUS SID PLAN F-40.14-02 • © CITY OF RENTON IKEA ALAN PROPERTY WOONC Hq' •_Y� DEPARTMENT OF PUBLIC WORKS CONSHOHOCKEN, PA 19428 c_G vV' CONTACT: DWIGHT E. SLATON mP t<`Z ACCESSIBLE RAMP NOTE AND DETAILS CONSTRUCTION MANAGER P: (610) 834-0180; CELL .NIJ-549-482J IKEA REDEVELOPMENT, RENTON, WA. E: (610rt 8U-OI IL Lt m W G ti ENGINEER - CONSULTING ENGINEERS Z . ? o[BKfa� CFB CIAM 6/tl/2015 q.E Na U15001266 18215 72ND AVENUE SOUTH KENT, 0GK Q6.` WA 98032 rY'1'G ENGME� ® JSG acnLe 1".40' rgygaaL—PAae._ CONTACT: JAY GRUBB. PE (425)251-6222 APA1O'ED stB C2.4 w42 R-3847132 TD N O O L0 F fr Q W [L