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MilIAVAVA"VArJA IPAGAVAVeCt#14 01`�1AVA <br /> Elk <br /> Jyu <br /> :Z- C}"4=n?; <br /> °rr <br /> �\ f c C, {z COMPETENT UNDISTURBED NATIVE SOILS <br /> 1t?' -6.Y.40,-*; <br /> (:).,..op <br /> r.,,q. <br /> n foo CRUSHED ROCK FILTER <br /> \-2.-P',-,',;,', MATERIAL <br /> Illprfc:';e;*t4 <br /> r : =� 3"MIN. <br /> • .`V' GRAVEL BEDDING <br /> KEYWAY ��" <br /> FIRM UNDISTURBED DRAIN PIPE SURROUNDED BY <br /> SOIL TO BE VERIFIED CLEAN WASHED DRAIN <br /> • BY GEOTECHNICAL ENGINEER GRAVEL TAKEN TO APPROVED <br /> POINT OF DISCHARGE <br /> KEYWAY SHOULD BE SLOPED <br /> DOWN TOWARDS THE FACE <br /> BEING PROTECTED <br /> CUT ROCKERY <br /> NOT TO SCALE <br /> 1. ROCKERY CONSTRUCTION SHALL BE COMPLETED <br /> IN ACCORDANCE WITH THE ASSOCIATION OF <br /> ROCKERY(ARC)CONTRACTORS GUIDELINES. <br /> 2. ROCK USED MUST MEET THE REQUIREMENTS <br /> FOR ROCK QUALITY SPECIFIED IN SECTIONS 9-13.7(1) <br /> OF THE WSDOT STANDARDS SPECIFICATIONS(2004). <br /> 3.ALL CAP ROCKS MUST BE SECURE AND NOT ABLE <br /> TO BE DISLODGED BY HAND. <br /> t <br /> mom Terra TYPICAL CUT ROCKERY DETAIL <br /> STOGE <br /> DO AssociatesInc. PROPOSED <br /> EVERETT, WASHINGTONING <br /> Consultants in Geotechnical t ngineering <br /> .r,- and <br /> Envirorinsurta Earth Sciences Proj. No.T-6116-2 1 Date OCT 2015 Figure 5 <br />