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12" MINIMUM 3/4" <br /> MINUS WASHED <br /> GRAVEL 1 SLOPE TO DRAIN <br /> 12 <br /> cap <br /> AE <br /> Y <br /> ,� ' :COMPAC <br /> ;xa <br /> 7 s1: ': :,: STRUCTURAL FILL::>:'::.?;.:,:,::i,3;.::' :: ; "'. . <br /> a` <br /> I <br /> s < <br /> SEE NOTE <br /> .s <br /> EXCAVATED SLOPE <br /> (SEE <br /> REPORT TEXT <br /> FOR APPROPRIATE <br /> 6"(MIN.)— 4 ?4 ;.:.;..,,,.;.;,: INCLINATIONS) <br /> �� 12" OVER PIPE <br /> ---,-,/vi-v,/,<,/./.,,t,-4-\--/./x/x.e.ry*-4, ,:„..,,,,.-:,...:`,;,..:-,227,-.::_:,-,:;4i.,,,,..,!,,,-.,;,;,..4110,..0,-. <br /> 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 /> Terra TYPICAL WALL DRAINAGE DETAIL <br /> CHURCH <br /> Associates, Inc. NORTHSHORE EVERETT,TIAN WASHINGTONUILDING F <br /> Consultants in Geotechnical Engineering <br /> Geology and <br /> Environmental Earth Sciences Proj. No.T-5922-6 Date NOV 2016 Figure 3 <br />