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12'-3" 14'-3" 14'-3" 11'-3" 1.1.1 <br /> RETAINING WALL AND RETAINING WALL BEYOND <br /> FOUNDATION, SEE C/5281. Y2" CHAMFER, TYP. <br /> _.1 //CONC. <br /> - 1 I T/GRADE, BEYOND EL. SEE PLAN <C <br /> za.- <br /> TRENCH DRAIN AND co <br /> GRATE, SEE CIVIL M <br /> 0 <br /> LOCATE BOTTOM OF SITE RETAINING WALL • EL.GVARIES, SEE CIVIL ll_T;r17T <br /> FOUNDATION AT ELEVATION 526.3' <br /> i w <br /> I- <br /> 5 SLOPE DN 2" CLR. <br /> 5284 \ Ya/ FT S284 12" CLR. <br /> #5 12" E.F. VERT. <br /> ' y _ —, i 'I�rill <br /> 1 <br /> II Inlllnl)J1LI-I f lu '� TYP. #5 Q 12" CONT. * W <br /> ---- - II II tail- 3 SIDEWALLSLLREINFORCEMRENTTNS o <br /> #5 @ 12" O.C. E.W. CONTINUOUS BETWEEN SIDEWA 0 <br /> ;I _ CORNER BARS W/ FULL LAP <br /> I '2 WATERSTOP <br /> o V� #4 EA. NOSING cll _ <br /> N I ROUGHEN SURFACE TO <br /> t—� 1/4" AMPLITUDE, TYP. <br /> �# TREAD NOSING, SEE N <br /> ll L ARCH DWGS. <br /> 2' 0" 1 L_ #5 @ 12" O.C. I II IT-LIB '• rt <br /> #6 @ 12" O.C. CONT. 1 'HI 180 DEG HOOK T&B / ^ W <br /> 2-#5 CONT. #5 @ 12 O.C. E.W. n IL _ ' . <br /> #5 @ 12" O.C. TRANSVERSE / CI- <br /> 7 (246 CONT. (2 <br /> 0 <br /> #6 @ 12" O.C. N ti��. SHORE SLAB UNTIL WALL HAS O <br /> O.C. • 1. P fl BEEN POURED AND CONCRETE <br /> • HAS REACHED DESIGN STRENGTH LLI <br /> 2' 0' J� #5 @ 12" O.C. -w <br /> #7 @ 8" O.C. CONT. 1 :� ;� / ll_I o <br /> yl III_ITE o <br /> 2-#5 CONT. #7 12" O,C. E.W. 1if- In <br /> #5 © 12" O.C. TRANSVERSE1 �, ll1 Al, —#7 CO 12" O.C. E.W. _ <br /> .. • � 4 __ I I ill <br /> #6 @ 12" O.C. /00 #5@12" C <br /> 'OC l / 4111111 <br /> WATERPROOF MEMBRANE / 11,,,,Nit <br /> �� - <br /> (SEE ARCH'L DWGS) #7 @ 10" ROUGHEN SURFACE TO w <br /> 1/4" AMPLITUDE, TYP. 2 G I\ AI \ w <br /> STD, #8 @ 8' O.C. CONT. I _ _ =� ci <br /> A-_, <br /> i T.#6 CONT. HK. 2'-5° LAP #5 @ 12" CONT. i-nIN BEND AT MID SPAN (1'-5" LAP) #7 @ 12" O.C. TRANSVERSE <br /> #5 @ 10" <br /> #5 CONT. <br /> #8 @ 6" 0.C. CONT. <br /> r • ti ■T ✓,_I (1'-10" LAP) 2 0 #7 © 12" O.C. TRANSVERSE <br /> of <br /> #6 @ 10' STAIR SECTION <br /> ' _, 2 d <br /> SCALE3/8"=1'-0" <br /> 1'-0" 1 Yz" CLR. o 5450 S283 <br /> .-- _ <br /> 2" CLR. • <br /> " CLR. UNISTRUT P-3200 WITH HOT DIPPED <br /> PREGALVANIZED FINISH. (SEE ARCH'L NOTES: <br /> #5 @ 12" DWG'S FOR SPACING) MOVE 1. DO NOT BACKFILL UNTIL ROOF SLAB HAS BEEN POURED <br /> (1'-10" LAP) TRANSVERSE REABRS TO CLEAR AND ALL CONCRETE HAS REACHED DESIGN STRENGTH. <br /> a UNISTRUTS WITH 2" MIN. (TYP.) 2. BACKFILL EQUALLY ON EACH SIDE OF TUNNEL. <br /> gam= _.� /- #6@ 10" " . <br /> Sao / <br /> #6 @ 10° STD. 90 DEG HOOK, TYP. <br /> 7 ^ . DOWELS TO MATCH T , PERFORATED PIPE. SEE CIVIL TRENCH DRAIN & <br /> VERT. REINF. DWGS FOR ADD'L INFO. #7 © 12" (HOOK ENDS) GRATE, SEE CIVIL <br /> A. 3-#5 CONT. EA. 0' 6" 1' 2' 3' 4' <br /> °. 74" g' T SIDE OF TRENCH <br /> N <br /> ��N ^N #5 © 10" #5 @ 12" / �n_ — (1'-5" LAP)I ! ° 1•f I 1„. 1., 1„ <br /> IL WATERSTOP d �■����womm <br /> '�— . . . ° . ' WATERSTOP ' K 1/2" = 1'-0" <br /> SLOPE 1:4 3' 6" a SEE 'TUNNEL FLOOR 0' 1' 2' 4' 6' 8' <br /> rn i' CONSTRUCTION JOINT ■ <br /> S283 .. . _ DETAIL", 3/S284 3/8„ = 1'-0„ <br /> 12'-0" 1'-4" 1'-0"_ i III �, <br /> 111 <br /> NOTES: 1, 4„ 1, O" s 0u4..8At4yy <br /> 1. PROVIDE WATERPROOFING FOR TUNNEL ROOF, WALLS, AND BASE (SEE ARCHITECTURAL DRAWINGS FOR DETAILS). y9 oewAs4 a <br /> 2. CONCRETE FOR PEDESTRIAN TUNNELS SHALL DEVELOP fc' = 5000 PSI MINIMUM @ 28 DAYS. T y o�"P <br /> 3. MAXIMUM SPACING OF CONSTRUCTION JOINT IN BASE SLAB SHALL BE 40' 0 AND SPACED 12" AHEAD OF WALL CONSTRUCTION JOINT. tl " i"4i7 -. 1'°a <br /> SECTION n ALTERNATE KEY DETAIL DETAIL ns <br /> SCALE:1/2"=1'-0" C80 5283 SCALE:1/2"=1'-0" S283 5283 SCALES/4".1•-0" S283 S283 <br /> 900 SW 16th Street Suite 307 ��NAL� <br /> Renton,Washington 98057 Davc'ibid P. 28184jder N <br /> SYM MEIN BY APPROVED OATS SYM REVISION BY APPROVED DATE LkAWN DAIG WA PE 281 B4 0 <br /> ACCEPTABILITY SUBTRLE CURRENT REVISION SYMBOL DATE <br /> KRW OS/30/14 <br /> A ISSUE FOR PERMIT KRW DPB 05/30/14 °F w.°„�"°. THIS DESIGN AND/OR CHECKED CONCRETE DETAILS W2534622 05/30/14 <br /> THIS <br /> IS APPROVED DPB 05/30/14 SHEET <br /> ��^/ ® w` BNHMCHf[Q6 eyENGINtGk TRLE .. <br /> 6, gL�OE,Ar� FN ARLIVEc APPROVED BY OEM. GATE SW EWB OS/30/14 40-58 (1f�(�I'� <br /> nos sr <br /> CHECKED J L]VS VS <br /> % APPROVED SITE 40-YD JOB NO, COMP NO. 4,4 <br /> _ 16950 <br /> • °"�°`"N*w°pt4 APPROVES STRUCTURAL MASTER EVERETT, WA TWO NO. 40-YD-5283 <br />