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HomeMy WebLinkAboutR-3981213 0 / 3 0 / / 0 0 U U a / N .o r U E a tn N r 0 N N 0 a a 0 E TOP OF THRIE BEAM GUARDRAIL TOP OF SIDEWALK TOP OF BRIDG DECK TOP OF ROADWAr TOP OF ROADWAY END VIEW THRIE BEAM SHOWN WITH 'D" CONNECTION S3 T TOP OF W—BEAM GUARDR) TOP OF SIDEWALK TOP OF BRIDG, DECK I'lyi�b7/dll117/Cl7.7G61 REVISION DESCRIPTION END VIEW DUAL W—BEAM SHOWN WITH 'D" CONNECTION ALL DIMENSIONS ARE OUT TO OUT =EPDXY COATED REINFORCING STEEL B2 B3 F—B-4-1 ARE STRAIGHT BARS I 85' L lJ FB11 7 JJ Lw TOP OF W—BEAM GUARDR, TOP OF SIDEWALK TOP OF BRIDG DECK END VIEW W—BEAM SHOWN WITH "D " CONNECTION TOP OF SIDEWALK TOP OF BRIDGE DECK SIDEWALK JOINT DUMMY JOINTS NORMAL TO GRADE VIEW / A " PREMOLDED JOINT FILLER SIDEWALK REINFORCING STEEL NOT SHOWN FOR CLARITY. SURVEYED: JFS 116110 DRAWN BY: XYW DESIGN BY: XYW E, CHECK BY: SJW HanmiGiobal Partner 10230 R Points Drive PROJ MGR: LBM suite 400 Efld n lfuhington 98033 Phone: (425) 822-4446 FAX: (425) 827-9577 mrw.otak eom jtONAL .o OMIT DUMMY JOINT ON TL/10 cn l-c DUMM) SECT/ON DUMMY JOINT DETAIL CITY OF RENTON ML Public Works Department APPROVED FOR CONSTRUCTION M. DATE: /0 DUMMY JOINT 115 © 9" LACES B AND B2 #4 S SLIPFORM ALTERNATE SEE TYPICAL SECTION —PEDESTRIAN BARRIER FOR ADDITIONAL DETAILS THE CONTRACTOR IS ADVISED THAT THE SLIPFORM CONSTRUCTION METHOD IS A PATENTED PROPRIETARY PROCESS FOR BARRIERS WITH A FRACTURED FIN FINISH. #4 ADJUST 4ROUND BLOCKOUT 3" x 7" x 2'-0" BLOCKOUT IN SLAB TO ALLOW CONDUITS TO EXI T — 2" 0 CONDUIT WIPES OR SEE WIRING SCHEDULE FOR CONDUIT SIZE SECTION B \4.0 FOR DETAILS NOT SHOWN SEE "OUTSIDE ELEVATION" AND "TYPICAL SECTION — PEDESTRIAN BARRIER" * BLOCKOUT WIDTH MAY BE INCREASED TO 6" TO ALLOW CONDUITS OF A LARGER DIAMETER THAN 2 " TO EXIT BARRIER OR WALL WITHOUT REBAR STEEL CONFLICT HIGHLANDS TO LANDING DRAWING NO. 4.04 PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT NO. 31796 FED AID NO. CM-1070(007) PEDESTRIAN BARRIER DETAILS 2 OF 3 DATE: June.2013 SHEET NO. 17 OF 44