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5 <br /> FOSSATTI PAWLAK <br /> . <br /> • • I 1111111 STRUCTURAL ENGINEERS <br /> —WALL PER ARCH 1735 Westlake Ave N,Ste 205 <br /> Seattle,WA 98109 <br /> 5/8""0 AB @48"oc Phone:206.456.3071 <br /> SOG coP PLAN, Faxi,www.f ssatti 3076 <br /> (2) #4 wvvw,006.4 tti. 07 <br /> I <br /> • +119.Cs <br /> 8" CONC WALL <br /> c = <br /> 6", CONC WALL---- IiI-1l1=1l1=1II t v ``l sh <br /> #3x1 -10 =1I IEI I I-1 11-1 #3x1"-6"" (@18""oc <br /> SET IN EPDXY I SET IN EPDXY ti'' -_ �> <br /> 4" EMBED 1"-6"" • 4" EMBED �� �� �� v ASLI ii/ ", <br /> 4 SOG ®18 oc ),I "" .i �. F' )46.K. <br /> (2) <br /> #4 #4 ®12 oc _��►•+117.5" ALT HOOKS IN FTG O� • <br /> `', Ox\r .L., 23024 �� <v4%> <br /> 1 _ _ CONC FTG1 I I I=1 I I I(= 4 ®12"oc �,,��ST L �N'f�<> 11 <br /> II111III=1I I117I I,. • i <br /> -111E111-11I-11' • # ter?IDNAL E h <br /> -1 I I-1 i lEI I I-1 <br /> \ <br /> NOTE: F <br /> _ <br /> PROJECT <br /> SEE 11/53.1 FOR *� (2) #4 CONT <br /> CALLOUTS IN COMMON \ <br /> / 1 -6 / <br /> \ III-IIIE-IIIEIII= \ <br /> -111-111E111-1 ' (4) #5 CONT <br /> c. <br /> 3" "" >N <br /> / 4 / CO <br /> Q <br /> 10 7 DETAIL 1"=1'-0" 4 DETAIL 1"=1'-0,. 1 73 <br /> 0 }; <br /> CO aD <br /> z w <br /> O > <br /> N W <br /> O <br /> PREVISIONS <br /> 18" NO. DATE <br /> 18" <br /> #3 7/01/19 PERMIT REVISIONS <br /> SOG PER PLAN ®12""oc <br /> j A 9/17/19 PERMIT REVISIONS <br /> III=III=III=III °p • • <br /> i I-1 1=1 I 1=111 , a° <br /> o °oo° <br /> 00 t 0° <br /> w <br /> 18" MIN FREE DRAINING <br /> GRANULAR FILL • <br /> / / <br /> #4 @12 oc <br /> 11 8 HORIZ DETAIL 1"=1'-o" 2 <br /> V7 2""oc <br /> VERT 5/28/19 19-042 <br /> DATE JOB# <br /> TCB FPP <br /> DESIGN CHECKED <br /> BDS AS NOTED <br /> �-#3x1"-6"" C�12""oc DRAWN SCALE <br /> }� < SECTION SET IN EPDXY <br /> Noo°�°Oo D°oo VERTICAL REINF r 4" EMBED <br /> DOWELS TO MATCH <br /> 0:0 <br /> °goo° 111z w °°�°°o °°o =1 e 1 =' <br /> 111E111E111-1 ' o°o ° °o °coo ° I i 1 1 -T ;11= r,„III=I11=111=1II 0_ W I I I=1 I i=i 11=1 I I- 11- I-� III_-I IIEIII-ITI-1 N ¢ -111=111E111-1l' -1� III IE-1 ♦ PLAN <br /> n N III= #4 ®12 oc, z <br /> - - - o I; � TYP CAST IN PLACE - , o c___ <br /> Z = \ #6 @12""oc FOOTING °v3 =1I1E1I1EII1=1II 1 <br /> o 11=. 1 I-1 11-111-11E <br /> -III: FOOTING DRAIN °oo° '�—'■ / <br /> PIPE SLEEVES, 11I I I: SEE ARCH o0 <br /> SIZE AS REQ"D 1E= <br /> \ —_ - - - 11111E Q•°o <br /> 111=1I 1=1I1=III i:111I-1111 1111111 i, I I IEI I IEI I IEI I I�, I I_ =1 I 6"" MIN --�° o° `• • <br /> -1 I IEI I I-1 I IEI \ \ - -1I 1-1 I1-1I I-1 1 =1 I I FREE DRAINING ` SHEET TITLE <br /> V ` o ,< I i 1= GRANULAR FILL <br /> `�' Q 7 71 III -IIIEIII-III-III <br /> \ III- SURROUNDING 111E111E111111= '"' <br /> DO NOT EXCAVATE -111 <br /> 111E Ili- FOOTING DRAIN <br /> BELOW THIS LINE -11 1 I Il <br /> III=III=III=III=. \- ) <br /> -111EI 11E111-11' I I 1=111E111EIII <br /> -11.111-111El . 111_ CONCRETE <br /> —6"" 1'-6" 111_ <br /> 1" <br /> / MIN / / 2"-0"" / / MIN ' DETAILS <br /> MIN <br /> PIPE PERPENDICULAR PIPE PARALLEL TO <br /> TO FOUNDATION WALL SECTION <br /> FOUNDATION WALL <br /> SHEET NO. <br /> gicott , <br /> PIPE & TRENCH LOCATIONS 9 TYP RETAINING WALL 1"=1'-0" 6 3 <br />