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SEE ARCH'L DWGS OWFOR SIZE & NO. OF TREADS, TYP. <br /> GUARD RAIL, SEE TYPICAL <br /> • <br /> DETAIL AND ARCH DWGS. <br /> 13'-7" 14'-3" 13'-4" RETAINING WALL BEYOND U <br /> e Q <br /> --- --./ S282 <br /> TRENCH DRAIN AND I I <br /> GRATE, SEE SCHED. I ° <br /> 1 ° <br /> T/GONG. ° )1," CHAMFER, TYP. O <br /> o T/GRADE cc <br /> EL. SEE PLAN SLOPE DN EL. VARIES SEE CIVIL <br /> Y4" <br /> / �• �� 1'� S284 � Q . ' W <br /> #5 @ 12 E.F. VERT. LU <br /> I 1 <br /> 9 #6 @ 12" CONT. <br /> 5 �\' '• / I' - 1" I I #5 @ 12° CONT. *NOTE WALL SPANS HORIZONTALLY BETWEEN <br /> 1„ 0 / SIDEWALLS. REINFORCEMENT SHALL BE INSTALLED } <br /> - I6I 11 TYP_ 12 CLR. _F2" CLR. CONTINUOUS BETWEEN SIDEWALLS. PROVIDE J <br /> S284 #5 @ 12 0 C. E W — 2 G;I'lll It CORNER BARS W/ FULL LAP INTO SIDEWALLS. ec <br /> WATERSTOP Q <br /> Lo <br /> OUGHEN <br /> E <br /> I #4 EA. NOSING N�5 r r 1R/4" AMPLI UDFE,CTYP. LU <br /> 6 @ 12" O.C. CONT. #4 @ 12' TREAD NOSING, SEE vi ;� O <br /> 2'_0" #5 @ 12" O.C. TRANSVERSE L # 1 6" LAP .III A .,} ARCH DWGS. Lo N HOOK T&B 5 @ 12" O.C. E.W. <br /> ca <br /> 6@ 12' 2 5 CONT. 5@ 12 0 C. E.W. -.lap 1 0 2 6 CONT. ��// <br /> rill .o <br /> o � 2 v o <br /> a Z SHORE SLAB UNTIL WALL HAS ec <br /> r —#6 @ 12° RETAINING WALL BEYOND w w BEEN POURED AND CONCRETE LU <br /> HAS REACHED DESIGN STRENGTH [L <br /> ROUGHENED SURFACE TO #7 @ 8' O.C. CONT. ���� (715 <br /> 1/4' AMPLITUDE, TYP. \ o <br /> #5 @ 12" O.C. TRANSVERSE i o �1 <br /> 1 #5 @ 12" O.C. E.W. o <br /> .c—2-#5 CONT. #7 @ 12" 0 C. E.W. „ii 2 O <br /> / UJ <br /> 1 <br /> 1 ,. s '•. _ •r O.C. n,Gv�. I #7 © 12" O.C. E.W. _ S283 <br /> N <br /> I , /ff 1 / 1 <br /> #7 @ 10" O.C. CONT. 1. <br /> 2'-0" #7 @ 12" O.C. TRANSVERSE s <br /> #8 @ 8" 0.C. CONT. <br /> 2'-0" #7 @ 12" 0.C. TRANSVERSE <br /> STAIR SECTION i ; I i <br /> SCALE3/8"=1'-0" S450 S282 i — I ! <br /> 1__ _� L I 11L-... 14 L • _ _ l --1- --� <br /> -- ^I I—I-�_'I__I- i- - �-_- ' ! <br /> C SEE U PLAN \ 11 I I 1 1 I I ;I 11 I I — /� <br /> �+ I 1 I I Cj I I I I I ' I <br /> ALL STEEL EXPOSED TO EXTERIOR CONDITIONS SHALL NEENAH FOUNDRY CO. CAST IRON COVER ! I _ { .I <br /> BE HOT-DIPPPED GALVANIZED AFTER FABRICATION. FIELD I AND FRAME #R-6136 WITH TYPE G j I I I I 1I L II !I j ; o A r i <br /> TOUCH UP REQUIRED. (OPEN) GRATE (OR APPROVED EQUAL) ADD Y OF INTERRUPTED I � i I 1 I i ! <br /> REINF. ALL SIDES OF PIT. I ' I 1 I ! I I I <br /> HOOK DISCONTINUOUS ENDS PLACE BETWEEN TYP. f— — I — I I <br /> ��v REINF. ------- I i I I—r�jl— I { --+ I <br /> _ 3C"0 _ I I <br /> _ 2 Y2"0 STL PIPE STD, HK - ---1-1- <br /> I <br /> +_ i 11 = I <br /> lYP 1/8 , , 3/"z4z" F.B. VERT. SUPPORT , —T- -F-F----t--- -- T ! i --_._— `S <br /> @7'-0° O.C. MAX _ I--I-- <br /> I <br /> T <br /> �_ 1 Y"0 STL PIPE v { . t J r• L • HI { + 4. I i <br /> � . 2 tl 12" qLR, s 11 — rt_ • I • �L � � I— i _L — _I !• 1 <br /> • . —I H+- • • IF- 1 -- I — 1-4 — i <br /> TYP 1/4 ,h. , NI 2 "0 STL PIPE i './ o •i <br /> . 4 #5.@ 10' — 1 1 1— j----I--- _ J I L� L L�L �.L,_ 'i--_-;---+-� -_.._ l -Y--� <br /> �� 3"x8"x1" THICK STL WELD PL W/ —I v e DISCONTINUOUS I ' I 1I <br /> #4 @ 12" HOOK —�� .1 II <br /> I I 1— t <br /> GRADE, SEE CIVIL (2)Y"0 x 12' H.S. @ 5" O.C. 12° 1 ` I I I � i I <br /> G(L, SIN p #4 ® ENDS I { I I I iI Y —• i Q, -„ -, �, 4, <br /> °II II' y" CAMPER TYPICAL ,d �' 2� -\ ~+ 1'-4" LAP i (� rum I I l ! -i -� <br /> 'I,_lI l l.III ll 1 (—I:I=1 1 }= ® /` i 1 I I I• 1 I L I ( —I_ 3/4,. = 1'-0„ <br /> —ail #5 © 10" I ! i I I ! I 0 1 2 4 6 8 <br /> RETAINING WALL, SEE PLAN 1. i -Nil *� ( I i t. <br /> I Tl ll I - �- \ —I i 3 8" = 1' 0„ <br /> 1 1• 6-0 j' <br /> 1,_6" 1-6" #5 @ 10" -----1- _1 I I { I---1 LI--II - L <br /> ; pISlBA1gy <br /> VARIESIIIII — i �� ev44,,,,0 <br /> bI t _ o7 <br /> r I ° ,( -: r a <br /> GUARDRAIL SECTION SUMP PIT c SECTION p ~� ,: <br /> 2 <br /> SCALE3/4"=1'-0" S282 5282 SCALE:NTS S45 2 SCALE:NTS S28 2 900 SW t6th Street Suite 307 sssfNA4��`'� <br /> Renton,Washington 98057 David P. Balawajder <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE GNAWS DALE SUBTOEEWA PE 28184 ,..74 <br /> °+ waey, ACCEPTABILITY ''KRW 05/30/14 CURRENT REVISION SYMBOL DATE / / \ <br /> A ISSUE FOR PERMIT KRW DPB 05/30/14 g;LAzarrAiw. <br /> �` "'",_ THIS DESIGN AND/oR CHECKED CONCRETE DETAILS W2534622 05 30 14` y SPECIFICATION IS DEPROVED DPB 05/30/14TmEe.kw nE"re ° ENGINEER SHEET <br /> BGA�dwc APPROVED BY DEFT. GATE 40-58 , <br /> CHECKED 05/30/14 S282 <br /> IIwo CHECKED ,/�1 .. <br /> l o <br /> o APPROVED SITE 40-YD JOB NO. 16950 COMP NO. os <br /> °'E°`.u.I° p~ APPROVED STRUCTURAL MASTER EVERETT, WA Dwc NO. 40 YD S282 <br />