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I <br /> ISLOPE TO DRAIN <br /> 2,,t , <br /> I <br /> 12" MINIMUM 3/4° ;:. ` .:;.. . <br /> COMPACTED <br /> MINUS WASHED ` ''�:" <br /> I GRAVEL STRUCTURAL FILL <br /> ISEE NOTE EXCAVATED SLOPE <br /> . (SEE REPORT TEXT <br /> FOR APPROPRIATE <br /> 6" (MIN.) .-i ',. .: INCLINATIONS) <br /> . - _ , , , • <br /> " l 12" OVER PIPE <br /> ? , . 1 <br /> I t <br /> 3" BELOW PIPE <br /> 4" DIAMETER PERFORATED PVC PIPE <br /> INOT TO SCALE <br /> I <br /> I NOTE: <br /> I MIRADRAIN G1OON 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 /> IOF 6 INCHES INTO 12-INCH THICK DRAINAGE GRAVEL LAYER OVER <br /> PERFORATED DRAINPIPE. <br /> I <br /> ITerra TYPICAL WALL DRAINAGE DETAIL <br /> 211 SEAWAY CENTER LOT 3C <br /> kisemas Associates, Inc. EVERETT, WASHINGTON <br /> I Consultants In Geotechnical Engineering <br /> Geology and Pro' No. T-5922-1 Date OCT 2007 Figure 3 <br /> Environmental Earth Sciences 9 <br /> I <br />