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! <br /> 2(MAX) <br /> 1� <br /> 1 <br /> i 1' COMPACTED SOIL <br /> 0 <br /> > CRUSHED ROCK FILTER <br /> 10'MAX MATERIAL, BETWEEN 2 <br /> AND 4 INCH SIZE WITH <br /> >: LESS THAN 2%FINES <br /> BUILDING LOT , <br /> 1.0'MIN"'' CLEAN WASHED 3/4" <br /> s DRAIN ROCK <br /> FIRM UNDISTURBED 4"MINIMUM DIAMETER <br /> SOIL TO BE VERIFIED DRAIN PIPE SURROUNDED BY <br /> BY GEOTECHNICAL ENGINEER CLEAN WASHED 3/4"DRAIN <br /> KEYWAY (MIN) POINT OF DISCHARGE <br /> KEYWAY SHOULD BE SLOPED <br /> DOWN TOWARDS THE FACE <br /> BEING PROTECTED <br /> NOT TO SCALE <br /> ROCKERY NOTES <br /> 1.REFER TO CIVIL GRADING DRAWINGS FOR <br /> WALL ALIGNMENTS AND ELEVATIONS. <br /> 2.ROCKERY CONSTRUCTION SHALL BE COMPLETED <br /> IN ACCORDANCE WITH THE ASSOCIATION OF R <br /> ROCKERY CONTRACTORS GUIDELINES. <br /> 3.ROCK USED MUST MEET THE REQUIREMENTS <br /> FOR ROCK QUALITY SPECIFIED IN SECTIONS 9-13.7(1) <br /> OF THE WSDOT STANDARDS SPECIFICATIONS(2008). <br /> 4.ALL CAP ROCKS MUST BE SECURE AND NOT ABLE <br /> TO BE DISLODGED BY HAND. <br /> Terra CUT ROCKERY DETAIL <br /> POWDERMILL BUSINESS CENTER <br /> ssociates, Inc. EVERETT, WASHINGTON <br /> Consultants in Geotechnical Engineering <br /> Geology and <br /> Environmental Earth Sciences Proj. No.T-6241 Date JUNE 2014 Figure 11 <br />