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NOTES: NOTES: W <br /> NOTES: 1. THIS DETAIL APPLIES TO EXTERIOR CAST IN PLACE 1. THIS DETAIL APPLIES TO EXTERIOR CAST IN PLACE <br /> F CONCRETE RETAINING WALLS. THIS DETAIL DOES NOT CONCRETE RETAINING WALLS. THIS DETAIL DOES NOT <br /> `?Z 1. THIS DETAIL APPLIES TO EXTERIOR CAST IN PLACE APPLY TO TUNNEL WALLS, PORTAL WALLS, AND APPLY TO TUNNEL WALLS, PORTAL WALLS, AND U <br /> CHAMFER EDGES, TYP. RETAINING WALLS AT BUILDING PERIMETER. RETAINING <br /> T/GRADE EL. CONCRETE RETAINING WALLS. THIS DETAIL DOES NOT WALLS AT BUILDING PERIMETER. <br /> Q <br /> / (SEE CIVIL DWGS) • APPLY TO TUNNELALSWALLS, PORTALPERIMETER.WETER. AND 2. CONTROL JOINTS TO BE LOCATED AT ALL FOUNDATION 2. EXPANSION JOINTS TO BE LOCATED IN RETAINING C- <br /> ` RETAINING WALLS AT BUILDING <br /> ! STEPS AND AT A MAXIMUM SPACING OF 3z H OR Y <br /> • —Ij O WALLS AT A MAXIMUM SPACING OF 75'-0 <br /> z 25'-0" WHICHEVER IS LESS. H=HEIGHT OF WALL FROM ft <br /> T/GRADE EL. 0 <br /> T/FOUNDATION TO T/WALL. <br /> #5 © 12" CONT. #5 0 12" CONT. / (SEE CIVIL DWGS) <br /> LLI <br /> 1— I I-- I- <br /> 24„ 41" <br /> 2 0= 3/4" <br /> � CONTINUE HORIZONTAL }CONTINUE REINF. THRU JOINT. 1" DIA. x 1' 3" LONG J#5 0 12" VERTICAL #5 0 12" VERTICAL HORIZONTAL SMOOTH DOWELS a/oREINF. THRU ill �I, _ 12" O.C. COAT TOQ <br /> \ JOINT. 11 <br /> • <br /> J PREVENT BOND <br /> cc <br /> #8 0 8"VERTICAL - #7 @ 12" VERTICAL 1LLI <br /> J D_. ./ <br /> ROUGHEN SURFACE ROUGHEN SURFACE ; * N a N o = 0RO 1 4" AMPLITUDE TO 1 4" AMPLITUDE g 3 KEYWAY g REVEAL BOTH SIDES OF WALL, <br /> �j JOINT SEALANT O <br /> / DOWELS TO MATCH / DOWELS TO MATCH ., i111 '� TYP. AT CONTROL JOINT. <br /> 1 VERTICAL REINFORCING VERTICALREINFORCING �mahii T <br /> T/GRADE EL. ` T/GRADE EL. �� T t A. <br /> • <br /> PERFORATED PIPE. SEE CIVIL d PERFORATED PIPE. SEE CNIL <br /> (SEE CML DWGS) cc <br /> DWGS FOR ADDL INFO. (SEE CIVIL DWGS) DWGS FOR ADD'L INFO. STOP1/2OFEXPANSION JOINT <br /> s ` #6 0 8" #6 0 12" HORIZONTALMATERIALW <br /> z ' I ' I TRANSVERSE T&B z N J III- ) i"� TRANSVERSE T&B REINFORCING AT JOINT• /�/ <br /> • <br /> LL <br /> _ `'111 e � `/'� <br /> j j —j _ M 1 j j j j j 1-0" I (.J <br /> 3" CLR./ 3'-0" 1'-0" 5'-0" #6 0 12" / 3-0" 1'-0" 4'-0" 1-4 IPLAN SEE� SEE <br /> 3" CLR. #6 0 12" I I <br /> PLAN <br /> O.C. CONT. O.C. CONT. <br /> 9'-0" _ 6'-0" TYPICAL RETAINING WALL TYPICAL RETAINING WALL TYPICAL RETAINING WALL <br /> SECTION SECTION CONSTRUCTION JOINT DETAIL CONTROL JOINT DETAIL EXPANSION JOINT DETAIL <br /> B NTS NTS NTS <br /> SCALE:1/2"=1'-0" C220-42 5280 SCALE:1/2"=1'-0" C220-42 5280 <br /> 1 <br /> .0z <br /> T/GRADE EL. <br /> R (SEE CIVIL DWGS) <br /> • �z <br /> 1 T/GRADE EL. #5 © 12" CONT. . . <br /> (SEE CIVIL DWGS) <br /> #5 © 12" CONT. • <br /> 10 z #5 0 12" CONT. _ �' <br /> T/GRADE EL. ,' � hl:u' <br /> (SEE CIVIL DWGS) <br /> 0c1 �0 . <br /> #5 0 12"VERTICAL , . ,— <br /> #5 © 12" VERTICAL #5 © 12" VERTICAL <br /> #7 © 10" VERTICAL 'r Q <br /> ROUGHEN SURFACE ROUGHEN SURFACE ROUGHEN SURFACE o m <br /> TO 1/4" AMPLITUDE #5 0 12" VERTICAL TO 1/4" AMPLITUDE #6 0 12"VERTICAL d- TO 1/4"AMPLITUDE <br /> DOWELS TO MATCH - DOWELS TO MATCH °' DOWELS TO VERTICAL R R MATCH <br /> a x EINFORCING <br /> T/GRADE EL. VERTICAL REINFORCING T/GRADE EL. VERTICAL REINFORCING T/GRADE EL. <br /> (SEE CIVIL DWGS) PERFORATED PIPE. SEE CIVIL (SEE CIVIL DWGS) PERFORATED PIPE. SEE CIVIL (SEE CIVIL DWGS) PERFORATED PIPE. SEE CIVIL <br /> DWGS FOR ADD'L INFO. DWGS FOR ADD'L INFO. DWGS FOR ADD'L INFO. <br /> e + _ u #5 0 12" 6 0 12" <br /> z ',� CAz4 5 0 12" z iv - I i 1. il-' - 1 - \-- III 1 # <br /> U �� # 1 c.� i -1 z TRANSVERSE T&B a z N J �� .: TRANSVERSE T&B <br /> I II PTO��-!i TRANSVERSE T&B 1 , i� orz 1 m c, II L 1 4iiiirA / <br /> C.) DI C.) �j U > O <br /> • . , <br /> n 1 2' 4' <br /> -I I I-I j j —, 1/ 1 I 1 -I j 1/2" — 1 0„ <br /> #5 0 12" \ 5 0 12" <br /> 3 CLR./ O.C. CONT. 3" CLR. O.C. CONT. 3" CLR. #5 0 12" <br /> 2' 0„ 1' 0„ ' „ _ Qput Batq�� <br /> 2 0 1 D 4 0 O.C. CONT. <br /> �-. ..P d,WAgH 4v0 <br /> .w 0,,1,, <br /> 0�.. 5 0 - 7 0 C220 29 _ 8 O" oh o '�(i."tea •ayjp <br /> SECTION e SECTION p SECTION F . ��� <br /> -E 900 SW 16th Street Suite 307 ,,,' I 0" <br /> SCALE:1/2"=1'-0" C220-30 C220-29 S280 SCALE:1/2"=1'-0" C220-30 C220-29 S280 SCALE:1/2"=1'-0" C220-30 C220-29 S280 <br /> C220 35 `-" C220-35 `� C220-35 Renton,Washington.98057 David P. 8alawajder <br /> SYM - REMSION Bf APPROVED DATE SYM REVISION BY APPROVED DATE SLJLJwN 0930/14 SUBSIDEWA PE 28184 0 <br /> ACCEPTABILITYCURRENT REPS ON SYMBOL DATE <br /> A ISSUE FOR PERMIT ERR DPB 05/30/14 Ece wABry�"o_ TNIS DESIGN AND/OR HEUKLD CONCRETE DETAILS W2534622 05/30/14 <br /> BOE//VG® 6°" SPECIFICATION IS APPROVED DPB 05/30/14 SHEET <br /> A¢xrFCIB C E D TITLE \ <br /> BIGI�sNG APPROVED BY DEPT. DATE $LJ EW6 05/30/14 40-58 S280 <br /> MUin CHECKED JL <br /> _ APPROVED 16950 SITE 40-YD JOB NO. COMP NO. <br /> 'F`"E or;002B'lp" APPROVED STRUCTURAL MASTER EVERETT, WA DAD ND. 40-YD-S280 <br />