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6" HIGH-CLAY CONTENT <br /> 4 S. \ S. \ \ \ \f <br /> SOIL CAP1VI8X <br /> 6.1 F F F F F F f F F f f { F F F { F F F { <br /> 4 \ \ \ \ \ \ 4 \ \ \ \ \ 4 4 \ \ \ \ <br /> F F F F F J J f f F f f f f F { F F f <br /> 4 \ \ 4 \ \ \ \ \ \ \ \ \ \ \ \ \ <br /> F J J F F { F F F F F J F f f f f f <br /> \ \ \ \ \ \ \ 4 4 S. \ \ \ \ \ \ \ \ <br /> { F f F f F F f F F F F F J F F F F F <br /> \ \ \ \ \ \ 4 \ \ \ \ \ 4 4 4 4 \ \ <br /> f / f f f f F f f <br /> \ 4 \ \ \ 4 \ 4 \ \ \ \ \ \ \ \ <br /> F f f f f f f F f F J F F f f F { <br /> f F F J f F F f F F f f F F F f F f <br /> \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \IV \ <br /> f f f f F F J f f f F F f f F f f <br /> 4 \ \ \ \ \ \ \ \ \ \ \ \ \ <br /> F { f F f { { f f F F <br /> 3111A. <br /> • <br /> 6.0 I / //:///_ <br /> • <br /> 2.0'MINIMUM,CLEAN <br /> ♦ FREE-DRAINING SAND <br /> • / /// <br /> •,:// <br /> Alk/ <br /> ALL MEMBERS ARE 6" X 6"X 8' <br /> (111=1111- TREATED TIMBERS <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: 6.0-FOOT WALL <br /> BY ME OR UNDER MY DIRECT SUPERVISION AND THAT E R I C KSO N <br /> I AM A DULY REGISTERED PROFESSIONAL ENGINEER <br /> UNDER THE LAWS OF THE STA I'h OFOF/MINNESOTA. EEa ENGINEERING <br /> ,,Gt.///Z Consulting Engineers <br /> Brian D.Walter,P.E. <br /> 3340 Republic Avenue <br /> /,) -74( St. Louis Park, MN 55426 <br /> Date Reg.No. (612) 929-6791 <br />