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HomeMy WebLinkAboutR-398120021 �� . Ltscaw I Resolved_ __ YTLBLK LBHSE/L BACK OF PAVEMENT SEAT I FACE OF GUARDRAIL '—l0" M 2' 6 M (TYP.) BACK OF PAVEMENT SEAT BEVEL BOTH ENDS Z.1 TOP OF SIDEWALK — TOP OF ROADWAY 2"0 RGS CONDUIT PIPES (TYP.) OR SEE WIRING SCHEDULE FOR CONDUIT S/ZE— BRIDGE GUARDRAIL CONNECTION TO PEDESTRIAN BARRIER r SEE DETAILS THIS SHEET. L BLOCKOUT FOR CONDUITS EDGE OF DECK ONE EQUAL SPACE BTWN. VARIES — 6'-0" TO 9'-6" SIDEWALK EXPANSION JOINT CTION ADJACENT EXP. JOINT) � DUMMY JOINT I DEWALK A 4.0 � DUMMY JOINT e PLAN ° PEDESTRIAN BARR / ER BARRIER CONTINUOUS BETWEEN DECK EXPANSION JOINTS CONSTRUCTION JOINTS WITH SHEAR KEYS ARE PERMISSIBLE AT DUMMY JOINT LOCATIONS. FORM JOINTS BETWEEN DUMMY JOINTS SHALL NOT BE PERMITTED. BRIDGE 66"J" — I F— 2 ® #15 � A OY i CONDUIT DEFLECTION FITTING A (TYP.) BLOCKOUT FOR CONDUITS 2 ® y4 TOP OF DECK BOTTOM OF DECK 9, mi V115 ®9"MAX. B/ 5 ® 9" 3" S4 14 do �4 ® I'-6" MAX. MAX. ELEVA T I ON END OF PEDESTRIAN BARRIER SIDEWALK JOINTS WITH Y2" PREMOLDED JOINT FILLER AT THE FOLLOWING 7 2'-6" PROVIDE 5 — /8.. 0 ROCKET/KOHLER F-50. IDE BARRIER FACE LOCA TIONS: ANCASTER MALLEABLE, OR DA YTON/RICHMOND • CL PIERS 2 AND 3 F-62 FLARED THIN SLAB FERRULE INSERTS OR 4" 4 EQUAL SPACES IN SPANS I AND 3 APPROVED EQUAL (TYP). RESIN —BONDED (14 —3 +/) • 8 EQUAL SPACES IN SPAN 2 (15'-7� ANCHORS MAY BE SUBSTITUTED. • SIDEWALK EXPANSION JOINTS SHALL 3 Y2. + BE ALIGNED WITH BARRIER DUMMY JOINTS (TYP.) • SEE SIDEWALK JOINT DETAIL ON DRAWING 4.04 FOR DETAIL. TOP OF SIDEWALKI CAM I 0 TOP OF ROADWAY W—BEAM END SECTION DESIGN 'F" (SEE STD. PLAN C-7) OUTSIDE ELEVATION PEDESTRIAN BARRIER TO GUARDRAIL CONNECTION FOR RAILING ANCHORAGE DETAILS SEE DRAWING 4.06 AND 4.07 /nII ® #6 CONTINUOUS II " WITH 3'-8" MIN. SPLICE :�\ ® .44 1 B3 14 CONTINUOUS WITH 2'-0" MIN. SPLICE (TYP.)IY2 2-2"0 CONDUITS (WSDOT I2� LIGHTING, C.O.R. LIGHTING I CONST. JOINT WITH ROUGHENED SURFACE FORMED DECK EDGE ®�4 TAIL OF TRAFFIC BARRIER AND BOTTOM OF SOFFIT TO BE FLUSH SEE OTHER PLAN /O W SHEETS FOR DETAILS 8" 4 MIN. HEIGHT. PEDESTRIAN BARRIER HEIGHT MAY VARY IF REQUIRED TO PROVIDE A SMOOTH PROFILE. (WHERE SHOWN ON LAYOUT) 6'-6" SIDEWALK VERT I CAL I ® #5 N ©17,15 SEE OTHER PLAN SHEETS FOR DETAILS —0.0/5FT/FT I iO J/4" CHAMFEM OR Y2" HALF ROUND DRIP GROOVE (TYP.) TYPICAL SECTIONPEDESTRIAN BARRIER SHOWN ON BRIDGE SURVEYED: JFS DRAWN BY; XYW DESIGN BY: XYW CHECK BY: SJW PROJ MGR: LSM • , �gK J. ►7 iQ a. •489, c� °j •� q, m ei.. ., a 4613. , �IInWyNTQlAL', �� CITY OF RENTON Jl Pub90 Works Department APPROVED FOR CONSTRUCTION BY: DATE: HIGHLANDS TO LANDING PEDESTRIAN CONNECTION PROJECT CM-1070(007) PEDESTRIAN BARRIER DETAILS 1 OF 3 DRAWING NO. 4.03 PROJECT NO. 31796 FED AID NO. C LI 701007) DATE June. 2013 SHEET NO. 16 OF 44 1 MODIFIED SIDEWALK AND DECK OVERHANG DETAIL 5.iW 05, 14 NUMBER REVISION DESCRIPTION BY AFP. DATE