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1 <br /> 12"MINIMUM 3/4" <br /> MINUS WASHED <br /> GRAVEL I 1 SLOPE TO DRAIN <br /> 12"j I <br /> - <br /> ::- <br /> ..:.-;:::!.::::::::-:!::..:;-:::-..:-....-.!7:::::.....::•:::::.!..,....!.....::::.3..:::::1::::.:::::::.:•1::::::::::::::).:::::"...::::;:::::::::,:,::.::::.:::::::.;::::::::..::::::::::.:::::::..i.1.1":"":"....,:::...,..i.:::::::::::..1..........:::11:::............::::::,.::::i.::::::::::.:1;:::::.:.:::::::.. <br /> • s:- <br /> �K <br /> �1 <br /> ,f <br /> .F !C <br /> ,1 <br /> y�: <br /> _�/" <br /> 7 <br /> li STRUCTURAL FILL r <br /> = _ .r.. _ -cs�hY <br /> L7 ^ <br /> rj�i <br /> ti, v -_ <br /> • <br /> SEE NOTE L <br /> 9^ _ ::�w .._�..... is..z::::: <br /> ^�` -"`�` ''f� EXCAVATED SLOPE <br /> NNI, <br /> =� SEE REPORT T <br /> • EXT <br /> =' , ' ''' FOR APPROPRIATE <br /> 6'(MIN.) i INCLINATIONS) <br /> • ��fi^'^'r,`}�f� +S1 x11' �.� v._ i <br /> r <br /> c,;±� ,• '+ . ,.� 12"OVER PIPE <br /> I ) t� r�0 , r.i its_. _—� <br /> � � • H. <br /> L 3" BELOW PIPE <br /> 4"DIAMETER PERFORATED PVC PIPE <br /> NOT TO SCALE <br /> NOTE: <br /> MIRADRAIN G100N PREFABRICATED DRAINAGE PANELS OR SIMILAR <br /> PRODUCT CAN BE SUBSTITUTED FOR THE 12-INCH WIDE GRAVEL <br /> DRAIN BEHIND WALL. DRAINAGE PANELS SHOULD EXTEND A MINIMUM <br /> OF SIX INCHES INTO 12-INCH THICK DRAINAGE GRAVEL LAYER <br /> OVER PERFORATED DRAIN PIPE. <br /> • <br /> ,:. <br /> y�,r;... ' Terra I TYPICAL WALL DRIGAINAGE DETAIL <br /> —��� IQSSOCia eS, Inc. EVERETT, WASHINGTON <br /> Consultants In Geotechnical Engineering <br /> Geology and Pro No.T-6001 Date DEC 2006 Figure <br /> Environmental Earth Sciences J 3 <br />