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J�,'CJ5/1"5b 10.50 5140- 4154 7 BEHEFITS DEEI-3I•4 ORP PAW O <br /> A - 6" x 6" x 8' HEADER <br /> B - 6" x 6" x 4' HEADER <br /> C - 6" x6" x4' DEADMAN <br /> D - DRAIN TILE <br /> E — 6" x 6" x I 1' DIAGONAL BRACE <br /> F — 6' x d' X 8', ALL WALL MEMBERS <br /> A <br /> C ,6 ,l <br /> I M <br /> e b N <br /> \ c D--o <br /> � F F <br /> j A <br /> 0 <br /> 16 <br /> e\ Ato <br /> M <br /> � C l <br /> s. <br /> C <br /> I • � <br /> CONSTRUCTION NOTES: <br /> Q DIMENSION MAY VARY. <br /> Q BACKFILL WITH COMPACTED GRANULAR MATER.:F,L ONLY, TO LIMBS SHOWN. o <br /> J. PLACE TWE NUMBER OF HEADERS AND DEADMEN SHOWN ABOVE FOR a-W <br /> EACH 8 FOOT SECTION OF WALL. <br /> 4. EXTEND THE HWERS AT LEAST I" OUT FROM THE FACE OF THE WALL. x x <br /> 5. BATTER TIME WALL MIN. 1 INCH PER FOOT OF HEIGHT (9/2" PER TIER). io U <br /> 5. BUILD THE WALL WITH SOME ADDITIONAL BATTER AS THE WALL IS x <br /> ANTICIPATED TO MOVE SLIGHTLY TO REACH THE ACTIVE STATE UPON <br /> WHICH THE DESIGN IS BASED. 10 <br /> 7. USE 3/8" X 10" RING SHANK GALVANIZED NAILS. PLACE 4 PER 8 <br /> FEET OF WALL PER TIER AND 2 AT EACH CONNECTION. INCLUDING <br /> DIAGONAL. BRACE CONNECTIONS. <br /> S. FOR A 4 FOOT TOP WALL, ADO ADDITIONAL HEADER. WHERE TOP WALL <br /> IN NOT NEEDED, DESIGN OF BOTTOM WALL SHALL' REMAIN SOME <br /> 9. ALL TIMBER SHALL BE PRESSURE TREATED, & CERTIFIED FOR GROUND CONTACT. <br /> ALL TIMBERS MAY SE 5'(W) x 6'"'(H). <br /> I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED <br /> BY ME OR UNDER MY DIRECT SUPERVISION AND THAT <br /> I AM A DULY REGISTERED PROFESSIONAL EiVOINEER <br /> UNDER THE LAWS OF THE STATE OF MINNESOTA. <br /> PLANS PREPARED BY: <br /> � s ERICKSON ENGINEERING <br /> 3340 REPUBUC AVENUE <br />