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' r <br />. IIIIIIIII1 .. I <br />v' <br />- r. 1 o- ... y ,..- -. Fvi^ � c'x ,3'•. are. a*, 3x _ '.itif �g"k;!£5,i :3 r" .Y'�' <br />- <br />, <br />rsp <br />MARIM <br />treo- t ,y5, ...ms y�✓5 ',>, .. ....� k y :. !,� .S ...#t -,. .. .:.. ., cw. ? -..: az.v _ 33 v. .._ .. ... .ter e?4 .. r ,. YN. 'a - <br />.._sw <br />a r <br />%A <. rt -i, ., �" � .. ;Y� -• _.. `. ,: `„} ., r »'J :".: 3 ,. :x ,<r ,? Fds. �` a - a n. se' � �:, <br />�p 1, .+ 1.... � ,. 3fa "f <br />x.� <br />.. a: +s:.� <br />... i� :.. ... t. .., 'i. xr 3 k: 4 �# .m. ,' ¢`.. r; r. M,' <br />,e ,t, �.: ::.. :;. �r .. .. � xi <br />... kd' k: .:w r `4 Pool <br />1/2" NOTES: <br />1. PIPE MATERIAL AS SPECIFIED <br />BY THE ENGINEER, <br />2. PIPE DIAMETER AS SHOWN <br />PER PLAN. <br />3000 psi CLASS C ___\ <br />110"-A <br />CONCRETE (TYP.) <br />--- -- <br />9" <br />(LANDSCAPE AREAS - <br />3-3/4" <br />ONLY) 1 �a044 <br />1 /2" <br />1 /4 , -� 1 <br />aV 5/3" <br />€•v <br />71 I <br />. a 7 3/4" tt <br />�� , ' MARIAa A <br />12" <br />E <br />FIBRE JOINT <br />PACKING <br />L 2-7/3" <br />BEND <br />2' 0,1_� <br />Y <br />4-3/4" <br />12" O, TYP. <br />4------_� �� PLUG TO BE SEALED <br />n s <br />...:..::::::::: <br />IN SAME MANNER AS <br />'--------- MAIN SEWER JOINTS <br />ROOF DRAIN (TYP.). DO NOT ) (— <br />CONNECT WITH FOOTING <br />DRAIN LINE. <br />-_ <br />FABRIC OR APPROVED EQUIVALEN <br />DRAIN PIPE. FILL AREA BETWEEN FABRI <br />i PIPE WITH AGGREGATE FILTER BLANKE <br />PERFORATED PVC - <br />PERFORATIONS - NOTE <br />FILTERAGGREGATE BLANKE- <br />PER WSDOT D <br />SPECIFICATION <br />NOTE: <br />PERFORATED PVC PIPES SHALL BE <br />6"0 FOR RETAINING WALL AND 4" O <br />FOR BUILDINGS <br />NOT TO SCALE <br />I P¢ <br />AIf <br />FREE -DRAINING GRANULAR <br />° BACKFILL PER iWSDOT STANDARD <br />SPECIFICATION 9-03.14(1) <br />FOUNDATION - REFER TO <br />STRUCTURAL DRAWINGS <br />DRAIN INVERT TO BE INSTALLED NO MORE <br />THAN 6" ABOVE OR BELOW THE BASE OF THE <br />PERIMETER FOOTINGS OR GLADE BEAMS <br />BUILDING WALL. REFER <br />TO ARCHITECTURAL <br />AND STRUCTURAL DRAWINGS. <br />DOWNSPOUT OR RAIN LEADER. <br />REFER TO ARCHITECTURAL <br />DRAWINGS. <br />PVC CAP. CUT HOLE IN CAP — <br />TO ALLOW DOWNSPOUT / RAIN LEADER <br />TO PENETRATE WITH Y8" CLEARANCE j <br />FINISHED GRADE <br />CLEANOUT FRAME AND <br />GRATER PER DETAIL <br />PVC SDR35 (TYP) <br />WYE <br />PROVIDE FITTINGS <br />AS REQUIRED <br />0.5% <br />(MIN) <br />NOT TO SCALE <br />494 —® <br />RIGHT-OF-WAY LINE/ <br />GRADING DAYLIGHT LINE <br />492 - <br />490. <br />433 - <br />EXISTING GRADE AT <br />SECTION LINE — <br />466 <br />BERM STRUCTURAL FILL SHOULD 43 - <br />BE PLACED IN LOOSE LIFTS NOT <br />EXCEEDING 12 INCHES IN <br />4$2 <br />THICKNESS. EACH LIFT SHOULD <br />BE COMPACTED TO NO LESS <br />THAN 95 PERCENT OF THE 460 -� <br />LABORATORY MAXIMUM DRY <br />DENSITY, AS DETERMINED BY <br />ASTM D1557. ADDITIONAL LIFTS 473 _ ------ <br />SHOULD _ <br />NOT BE PLACED UNTIL <br />ADEQUATE COMPACTION IS _ <br />ACHIEVED 476 <br />475 <br />00 <br />0 <br />LL <br />STORMTECH <br />SCALE: H:1 " = 20', V:1 " = 4' <br />BUILDING FOUNDATION. REFER <br />° TO STRUCTURAL DRAWINGS. <br />a <br />4 <br />4 <br />464 <br />432 <br />480 <br />473 <br />476 <br />475 <br />00 <br />C9 <br />I <br />P OF ROCK = 487.07 <br />EJ_'WlAf I <br />BOTTOM OF CHAMBER = 481.07 <br />BOTTOM OF ROCK = 476.57 <br />14241 NE WOOD INVILL E-DUVALL ROAD, SUITE 135 <br />WOODINVILLE, WA 93072 <br />9/15/2020 <br />_ , W <br />A <br />2 <br />Desioned b : Checked boo <br />TDW/RKJ TDW/TICS BEB <br />DATE: September 15, 2020 FILENAME: Q:\2018\2180309\10—CIV\CAD\2180309-SH-STRM-DETL.dwg <br />