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6"HIGH-CLAY CONTENT \ \ N. N. <br /> (� ��]}�' \ • 4'4'\' ' ' ' ' ' . <br /> SOIL CAP ML Y \ \ 1'A'4'\'\f\' \'4'\'\'4 <br /> 6:1 fff / FFJf { fff / Ifff / ff <br /> \ <br /> N. N. \ \ \ ,' ,' \ \ \ N. N. N. 4 N. N. N. <br /> { f f f f { { f f f { / / / f { { f { <br /> f f / / I J / / / i f f I f f / J f / <br /> \ <br /> S. S. S. S. 4 \ 4 4 \ \ \ 4 ♦ S. \ \ 4 <br /> f I f f f f I f / { f f <br /> N. N. \ N. 4 N. N. \ \ \ \ N. N. ♦ \ \ N. N. <br /> f { f f f f / f / { f J f f f f f f <br /> \ \ 4 4 4 \ \ \ \ N. N. ♦ \ \ \ \ <br /> f / J 1 1 / / / / f <br /> N. \ N. 4 \ N. \ \ 4 \ \ \ \ 4 \ N. <br /> f f / f I f f I <br /> 4 \ \ \ \ \ 4 \ \ \ N. 4 4 \ N. \ <br /> f f f f f <br /> \ \ <br /> MINUTEMAN EARTH ANCHOR 650I(TYPICAL) <br /> 0 <br /> 0.5"MINIMUM DIAMETER <br /> = GALVANIZED STEEL CABLE <br /> _is_ __ 2.0'MINIMUM,CLEAN <br /> _ FREE-DRAINING SAND <br /> 6.0' _ <br /> _V 0— <br /> BE <br /> EARTH ANCHORS SHALL <br /> SPACED A MAXIMUM <br /> HORIZONTAL DISTANCE <br /> _ OF 8 FEET ON CENTER <br /> A , 0— <br /> V <br /> • 5.0' <br /> • 6.5' .- <br /> ASSUMPTIONS: <br /> 1. ONSITE SOIL IS A SANDY CLAY WITH A FRICTION ANGLE OF 27°. <br /> 2. BAITER OF THE WALL IS 1 INCH PER FOOT. <br /> 3. MINIMUM FACTOR OF SAFETY FOR WALL AS SHOWN IS 1.6. <br /> I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED WALKER RESIDENCE: 6.0'WALL,EARTH ANCHORS <br /> BY ME OR UNDER MY DIRECT SUPERVISION AND THAT <br /> I AM A DULY REGISTERED PROFESSIONAL ENGINEER E R I C KS O N <br /> UNDER THE LAWS OF THE STATE OF MINNESOTA. ENGINEERING <br /> Consulting Engineers <br /> Brian D.Walter,P.E. <br /> 3340 Republic Avenue <br /> / ///7O /-3c7(' St. Louis Park, MN 55426 <br /> Date Reg.No. (612) 929-6791 <br />