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1.05 <br />Intel <br />0 - 1 <br />I <br />WIN x-lialm <br />T/SLAB EL. 100'-0" <br />#5 @ 12" T. <br />m <br />m <br />ROUGHEN SURFACE TO T/SLAB EL. 100'-0" #4 @ 20" O.C. E.W. _\ LAP AT I" COMPOSITE 1 21-0 <br />Y4" <br />" AMPLITUDES = I IVIIDSPAN P.- TOPPING SLAB --- <br />= —_ ) <br />T/SLAB EL 991-61, c? r - <br />9 <br />I <br />#7 @ 7- O.C. <br />m <br />3�'11=111 <br />FREE -DRAINING <br />GRAVEL — <br />NON -WOVEN GEOTEXTILE <br />FILTER FABRIC- <br />1. PROVIDE WATERPROOFING FOR TUNNEL ROOF, WALLS, AND BASE (SEE ARCHITECTURAL DRAWINGS FOR DETAILS), <br />2, ALL CONCRETE SHALL DEVELOP fc'= 5000 PSI MINIMUM @ 28 DAYS, <br />3. SEE SHEET S2b FOR LAP LENGTHS. <br />4. BACKFILL EQUALLY ON ALL SIDES OF THE TUNNEL. <br />5. SEE SHEET S267 FOR KEYWAY DIMENSIONS, <br />O'MSTRUCTION NOTES u <br />1. W12 COLUMNS MUST BE IN PLACE PRIOR TO BACKFILLING AND POURING PGB FOUNDATION'. <br />2. EXISITNG 10'DIA. CORE, CONTRACTOR TO FILL, <br />[3� PROVIDE BOND BREAKER BETWEEN EXISTING CONCRETE AND NEW FOUNDATION. <br />3-15" 1 3-61' <br />SYM <br />I REVISION <br />BY <br />APPROVED <br />DATE SYM <br />REVISION <br />BY <br />APPROVED <br />DATE <br />A <br />777X GWC NE BUILDING - RECORD <br />WBS 2548317 <br />KRW <br />DPB <br />01/03/17 <br />B <br />PGB STRINGER BLADE - IFC FOUNDATION <br />W6164105 <br />HG <br />RLT <br />02,13.20 <br />5_o PUKAVVN UAIL SUBTITLE <br />�Af. ACCEPTABILITY MEM 10/09fl4 <br />A THIS DESIGN AND/OR CHECKED <br />SPECIFICATION IS APPROVED AHM 10/09114 <br />ENGINEER TITLE <br />APPROVED BY DEPT. DATE DPB 10/09f14 <br />53Z6 <br />OISTV <br />s, <br />I <br />PGB STRINGER 131NDE <br />f-% 'a <br />UILIFT-T u 40-054 <br />STRUCTURAL MASTER <br />EVERETT, WA <br />