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Silty Sand, Fine to Medium Sand - Internal Angle of Friction (0) = 30' <br /> Condition A- No Back Slope, No Front Slope, No Surcharge <br /> { 12'-0" Standard Batter Wall <br /> 41" and 60" (1) Series Blocks <br /> /-- <br /> 28"Top Block Swale As Needed and Grade <br /> to Drain Away From Wall <br /> / Ground Level <br /> i <br /> Move Blocks Forward During ', ,r 1 <br /> Installation to Engage Shear A i 1r-1 -r � <br /> Knobs(Typical) + , <br /> i4);,..1:3:,,L4:4 <br /> f q}'Y <br /> � tJ r5.i_ , <br /> i L6^V�' i 11,.Sc \4 <br /> **0 e <br /> (Exposed Wall Face) , talesel <br /> 1%~SB: ,j., <br /> r .v <br /> w <br /> r s .il...).-14e ,-,-----�`' <br /> - Non-Woven Geotextile Fabric <br /> WI%-c, ,i,. ' <br /> Redi Rock 60 <br /> Bottom Chock • Ls <br /> t <br /> 11 M .. Drainstone{ASTM No,57 or Equivalent) <br /> Ground Level 4W4.4.4' �4 To Extend At Feast 12'Behind-Blocks <br /> 1% ss <br /> (Min Bury Depth) D4, Base Elevation <br /> L cx oting Pad) V eA4'0. 0%st-r1 r M�f '444'."f !44 r <br /> I -- ° \ y /1'\ ,`, Perforated Drain w/Sock <br /> ,,I,,' . (Or As Specified by Engineer) <br /> ;' '' (Gravity Drain to Outlet) <br /> PRELIMINARY SECTION Crushed Stone Leveling Pad <br /> (No Scale) (ASTM No,57 or Equivalent) <br /> This straying is forrefere,nce only. <br /> 4 Final designs for construction must be prepared by a registered Professional Engineer using the actual conditions of tato proposed silo. <br /> w Final wall design must address both internal and ermine,drainage and shall be evaluated by the Professional Engineer who Is responsible for Me wall design. <br /> DRAWN HA PRELIMINARY WALL SECTION <br /> ��sf11a��� rnr <br /> �PRo9YDE`D - . K <br /> Silty Sand, Fine to Medium Sand with+=30° <br /> OMB_ No Back Slope,No Front Slope,No Live Load Surcharge lNtl'MAMMAL lie <br /> Nov,8,2010 <br /> snEET NO„ nruw roe re,E: 05481 US 31 SOLtTM CHARLEVOIX,MI 49720 { <br /> 7 C7F 1 A_30 136D_0_60_144.dwg 866-222-8403.231-237-9521 Fars www -ro°kcm ti <br />