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Silty Sand, Fine to Medium Sand - it a.ernal Angle of Friction (/',,, - 30 <br /> Condition A- No Back Slope, No Front Slope, No Surcharge <br /> 12'-0"Standard Batter Wail <br /> 41" and 60" (1) Series Blocks <br /> 28"Top Block/— <br /> Swale As Needed and Grade to Drain Away From Wall <br /> z., <br /> / -- Ground Level <br /> Move Blocks Forward During- <br /> • Installation to Engage Shear \ 1 .--,',.'-';‘5? , i <br /> Knobs(Typical) I'm\ '`,2-'-'"i.i-,1 - ' -I <br /> . _ <br /> i Exposed Wail Face) L . <br /> i Ss.SE <br /> Non-Woven Geozextile Fabnc <br /> .''' <br /> Rodi40i <br /> -Rock 60' ' <br /> Bottom Block <br /> —Drainstone(ASTM No.57 or Equivalent) <br /> Ground Level . ,. ' t To Extend At Least 12'Behind Blocks <br /> _... <br /> sa ,.. <br /> i <br /> r-----1 AV -4 <br /> ,itto eery Depth) , r, *4 Base Elevation <br /> , Ai., , ''„ ,lillt,1.41.40,terowi , Altrire„-1104 0, <br /> - s Perforated Drain w/Sock <br /> (Or As Specified by Engineer) <br /> --„, (Gravity Drain to Outlet) <br /> PRELIMINARY SECTION <br /> ''N--Crushed Stone Leveling Pad <br /> (ASTM No.57 or Equivalent) <br /> (No Scale) <br /> .This dcsowig is for referoose ordy, <br /> .Firmi des, a frerconstrucvon mum be.ra,anad b a ,tattled Professional Engineer un o the actual conditions of the proposed odo <br /> *Pinaf Wan des/an MUSI address both internal and external drainage and shall be cwainated by the Professional Engineer who is responsibiu far the wall design <br /> E,SHAFER PRELIMINARY WALL SECTION <br /> . tick <br /> ..,,,Eli <br /> Silty Sand, Fine to Medium Sand with.z.30' ,, <br /> am <br /> No Back Slope, No Front Slope, No Live Load Surcharge 111TE;11111811AI Ue <br /> Nov,9,2010 <br /> SHP'ET KO DRAY4PC FRE 05491 US 31 SOUTH CHARLEVOIX.MI 49720 <br /> 1 OF 1 A 30_1360_0_80_1444ft 8664224401•231-237452' Fax•www.red.rtzkcom <br />