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<br /> Silty Sand, Fine to Medium Sand - Internal Angle of Friction (o) = 30
<br /> Condition A- No Back Slope, No Front Slope, No Surcharge
<br /> 13*-6" Standard Batter Wall ,
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<br /> 41" and 60" (2) Series Blocks
<br /> / 2B Top Block Swale As Needed anti Grade
<br /> / to Drain Away From Wall
<br /> Ground Level
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<br /> Move Blocks Forward During 41)10•' 4 -,.. "..f
<br /> Installation to Engage Shear
<br /> Knobs(Typical)
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<br /> (Exposed Wall Face) I MINIIIIIIIIIIWO11414tNe '
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<br /> *s'•ter•.tit$470''
<br /> Redi.Rock 60„ '. "0„,..‘ ' ;1'-,',•ike,e. »1
<br /> .•' Bottom Block
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<br /> \.„_Drainstone(ASTM No.57 or Equivalent)
<br /> Ground Level 3 , "
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<br /> To Extend At Least 12''Behind Blocks
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<br /> 1,/,,, Bury Dept'. . ,
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<br /> ::'Vi."1 Base Elevation
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<br /> (oveling Path
<br /> Perforated Drain w/Sock
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<br /> (Or As Specified by Engineer)
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<br /> (Gravity Drain to Outlet)
<br /> Crushed Stone Leveling Pad
<br /> PRELIMINARY SECTION (ASTM No.57 or Equivalent)
<br /> (No Scale)
<br /> .rho dray is for tolerance orOy
<br /> s Final designs for construction must be prepared by a registered PnoressIgnal Engineer using The actual COnditiOnS Of the proposed site ...
<br /> .Final wall des.„n must address both Meares/sod external drains..end ahab/be evaluated• MO Professional Ens Meer who is res.rearbra for the watt destys
<br /> E SHAFER PRELIMINARY WALL SECTION z.,
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<br /> Silty Sand, Fine to Medium Sand with 4)=30* REDIROCK
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<br /> ,2010 No Back Slope, No Front Slope, No Live Load Surcharge INTERNATIONAL ile
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<br /> 06481 US 31 SOUTH criarrt TVCAA HI 49/20
<br /> 1 OF 1 A01360_0 450_162.dwg866-22244M•a 231-237,4521 Fax a www ttf414THA
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