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/ { / . <br /> 4 4 4 4 4 <br /> 6"HIGH-CLAY CONTENT e]U�` <br /> \ \ ♦/4/4/\/4/4/4/\'\' <br /> ML Y 4 4 4/ ! / / { {414f\{4f 414f 411{4. <br /> SOIL CAP 6' / / / { / / f f / / / / / / / / ! e / <br /> \ \ \ \ t 4 4 \ 4 4 4 4 \ N. N. N. 4 <br /> f f f / / f f f ! / f f ! f ! f { ! <br /> \ \ \ \ 4 4 4 4 4 4 4 4 4 \ \ 4 4 <br /> f f f { { f ! f ! / { <br /> 4 4 4 1 4 4 \ \ t ♦ 4 4 4 4 t \ 4 <br /> f l ! / f <br /> \ 4 4 4 ♦ 4 4 4 4 4 4 4 4 \ 4 4 4 <br /> 4 4 4 \ \ N. 4 4 4 4 4 4 4 4 4 4 <br /> ! ! ! f { { ! / ! f { f f f f { { <br /> 4 4 4 4 4 4 4 4 4 4 4 4 \ 4 4 4 <br /> / ! ! <br /> N. N. 4 \ 4 4 4 1 N. N. 4 \ 4 4 4 <br /> r / <br /> A <br /> 4 4 4 4 4 4 ♦ 4 \ 4 ♦ \ \ <br /> f f ! <br /> \ 4 4 4 4 4 4 4 <br /> •////: ef,./ /// <br /> 4 4 <br /> - 2.0'MINIMUM,CLEAN <br /> FREE-DRAINING SAND <br /> tyl; <br /> • <br /> 7.0' ♦ r <br /> • /F./ <br /> A <br /> EMBERS <br /> 1111==1111—=— ,� ALL TREATED TIMBERS <br /> ASSUMPTIONS: X 8' <br /> ASSUMPTIONS: <br /> 1. ONSITE SOIL IS A SANDY CLAY WITH A FRICTION ANGLE OF 27°. <br /> 2. BATTER OF THE WALL IS 1 INCH PER FOOT. <br /> 3. MINIMUM FACTOR OF SAFETY FOR WALL AS SHOWN IS 2.5. <br /> I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED WALKER RESIDENCE: 7.0-FOOT WALL <br /> BY ME OR UNDER MY DIRECT SUPERVISION AND THAT <br /> I AM A DULY REGISTERED PROFESSIONAL ENGINF.FR E R I C KS O N <br /> UNDER THE LAWS OF THE STA lE OF MINNESOTA. ENGINEERING <br /> Consulting Engineers <br /> Brian D.Walter,P.E. G~/ <br /> 3340 Republic Avenue <br /> /�X /3S,7( St. Louis Park, MN 55426 <br /> Date Reg. No. (612) 929-6791 <br />