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HomeMy WebLinkAboutR-400518in O O 0 W J MATERIAL PART SPECIFICATION TUBE ASTM A500, GRADE B. GALVANIZED IN ACCORDANCE WITH AASHTO M 111. WASHERS ASTM A193 GRADE B7 GALVANIZED IN ACCORDANCE WITH Ej AASHTO M 232. PLATES/BAR ASTM A36 GALVANIZED CHANNELS IN ACCORDANCE WITH AASHTO M 111. ANCHOR BOLTS ASTM F593 TYPE 302 STAINLESS STEEL NUTS TAMPER -PROOF TYPE OF ZINC ALLOY END OF PRECAST BARRIER END SECTION (VARIES) CL RESIN BONDED ANCHORS OR ANCHOR BOLTS BALUSTER SPA 8" MAX. (DIVIDED EQUALLY) 2" ANCHOR SPA. ® 1'-4" MAX. 4' 2' I EXPANSION & BARRIER JOINT NOTES 1. TUBE RAILING AND SPLICES SHALL BE BENT TO THE HORIZONTAL CURVE WHERE THE RADIUS OF CURVATURE IS LESS THAN 200'. THESE ITEMS MAY BE HEATED TO NOT GREATER THAN 400'F FOR A PERIOD NOT GREATER THAN 30 MINUTES TO FACILITATE FORMING OR BENDING TO HORIZONTAL CURVATURE. 2. SHOP DRAWINGS OF RAILING SHALL BE SUBMITTED FOR APPROVAL SHOWING COMPLETE DIMENSIONS AND DETAILS OF FABRICATION AND INCLUDING AN ERECTION DIAGRAM. MATERIAL SPECIFICATION SHALL BE PROVIDED IN THE SHOP DRAWINGS FOR ALL COMPONENTS. 3. CUTTING SHALL BE DONE BY SAWING OR MILLING AND ALL CUTS SHALL BE TRUE AND SMOOTH. FLAME CUTTING WILL NOT BE PERMITTED. 4. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.5. 5. TUBE RAILING, BALUSTERS, RAILING SPLICES SHALL BE ADEQUATELY WRAPPED TO ENSURE SURFACE PROTECTION DURING HANDLING AND TRANSPORTATION TO THE JOB SITE. 6. THE RAILING SHALL BE POWDERCOATED GALVANIZED STEEL AND THE FINAL COLOR SHALL BE BLACK. TYPICAL INTERIOR SECTION (VARIES) I 4" 4" BALUSTER SPA. ® 4%" MAX. 1 CL RESIN BONDED ANCHORS OR ANCHOR BOLTS ANCHOR SPA. ®1'-4" MAX. I I PARALLEL TO GRADE (TYP.) - RAIL END > DETAIL 1 CURB LINE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------- - - - - ------- AS -BUILT DRAWING zwze � Q, L FAi� 1 9970NAL � 7/ 16/18 SHEARER DESIGN f3-boe7esbr. Ca;tr�chba ;rckeerh�„ In2ztmct,-e oeskYekNs 3613 Phinney Ave N. % B Seattle WA 98103 (206) 781.7830 MMSHEAREROESiGN.NET CL RAIL SPLICE BALUSTER & ANCHOR SPACING SHOWN ARE MAXIMUM ALLOWABLE. VARY AS NECESSARY ADJACENT TO EXPANSION JOINTS. 4' `PART ELEVATION DETAIL 2 NORMAL TO GRADE (TYP.) ELEVATION BRIDGE RAILING, TYP BP LAYOUT Scale: 1" = 1'-0" BALUSTER ATTACHMENT DETAILS NOT SHOWN NO, I REVISION PRECAST CONC. BARRIER TYPE SINGLE -SLOPE ANCHOR BOLTS OR RESIN BONDED ANCHORS 1 2" 1 2" Y32" RADIUS AT TOP G & SIDES II II Y4" STEEL R WELDED TO END OF CHANNEL (WELD BEFORE GALVANIZING) HSS 3x2x3/f6" HSS 345 f," RAILING BALUSTER TOP OF PRECAST BARRIER C4 x 5.4 RAIL END 1 Scale: 6" = 1'-0" TOP OF PEDESTRIAN BARRIER SECTION A Scale: 3" = 1'-0" R-400518 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 00 rn C0 It O O U Ln O O Q J N 00 O O O O Jw,» BRIDGE RAILING TYPE BP 1 W7/16/2018 CITY OF a LAKE WA BLVD IMPROVEMENTS DATUMIRW RENTON PHASE III FOR SOUTHPORT DEVELOPMENT oe Planning/Building/Public Works Dept. 1083 LAKE WASHINGTON BLVD N " 52�4 RENTON, WA 98055 — 1 a -90 —