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Silty Sand, Fine to Medium Sand - Internal Angle of Friction (ep) = 30° <br /> Condition A-No Back Slope, No Front Slope, No Surcharge <br /> 13`-6" Standard Batter Wall <br /> 41" and 60" (2) Series Blocks <br /> /-28"Top Block v— Swale As Needed and Grade <br /> / r` to Drain Away From Wali <br /> / s <br /> l ' Ground LevelMove Blocks Forward During , -- '. "'-t <br /> Installation to Engage Shear �,, `s-.` ,r;,;, <br /> Knobs(Typical) . `.r ;,:i-, Y7. , <br /> _ ,, <br /> 1T-6" Albr a <iI.i,M r 140***b*ti, <br /> Wised Wail Face) <br /> -#..-,a No Woven faeate lie€eb is <br /> Redi-Rock 60" Ash J >� '` <br /> Bottom Block <br /> rWSe <br /> 4 <br /> I of 1 ��� <br /> .1,;a _Drainstone(ASTM No.57 or Equivalent) <br /> b•'/ To Extend At Least 12"Behind Blocks <br /> Ground2tkLevel ,,y,.56 <br /> ,'' t •r : . <br /> 1 I r 7 �; <br /> {Alyn.Bury Delano , Base Elevation <br /> N... I" . <br /> LC-all, Fad; .., `">4 1iy,'.r�"sol.1110. :012''A.J`CAj-qt*. 4}1%, <br /> . .: *. Perforated Drain w/Sock <br /> (Or As Specified by Engineer) <br /> (Gravity Drain to Outlet) <br /> Crushed Stone Leveling Pad <br /> PRELIMINARY SECTION (ASTM No,57 or Equivalent) <br /> (No Scale) <br /> e Tears drawing a tar tolerance arty. <br /> •Final designs for construction must be prepared bye registered Professional Engineer using the actual conditions of tha proposed Sita. <br /> "Final wall design must address both Internal and external drainage and shall be evaluated by the Professional Engineer who is responsible for the wall design. <br /> °E 1S FER er TITLE PRELIMINARY WALL SECTION r � <br /> APPROVED BY; 7 <br /> Silty Sand, Fine to Medium Sand with it,=30° <br /> PATE' No Back Slope, No Front Slope, No Live Load Surcharge INTM,MAMMAL etc <br /> Nov.9,201 p <br /> saaEErtla: ORAWUGFILE. 05481 LIS 31 sour} CHARLEVOIX,MI 49720 <br /> I OF 1 A_3Q._.B6O 0-60-162.tdwg 898-222-8400.231.237.9521 Fax•+prom rocil•ack corn <br />