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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 /> 12-0" Standard Batter Wall
<br /> 41" and 60" (1) Series Blocks
<br /> 28"Top Block vx------- Swale As Needed arid Grade
<br /> to Drain Away From Wall
<br /> z .
<br /> ...
<br /> ,/ ' Ground Level
<br /> Move Blocks Forward()tiring— '-:•S,L"CrTitr •, ,
<br /> Installation to Engage Shear \ 1 „41-,&;4l.4,"'W2P:•;'1"74/
<br /> Knobs(Typical) , rilllik ,'``4"..-1'-'',•`!„e',,l4-;`-'%-•,-•"L" :I
<br /> (E xposed Wall Face)
<br /> — - 4,4-..4I'•,'"r,'„}•,,_ ,,,r
<br /> I.
<br /> 4.1:4-.71,41-ViAdl
<br /> 1 W Sa
<br /> timilimmissimillai.e tt..,,:, -,1 '---- „
<br /> Non-Woven Geotextile Fabric
<br /> Redi-Rock 60" IFIMPlikre4V- •:::,ifk'J'.
<br /> Bottom Block aillirott14.;".,:‘4„4
<br /> akllr"31PNIHII1*.r"v"k,,*r:"
<br /> Is.'''''. $reVi ',.•
<br /> - ---------Dramstone(ASTM No.57 or Equivalent)
<br /> Ground Loval Ailk. .
<br /> '
<br /> „ ,, To Extend At Least 12”Behind Blocks
<br /> '44,1
<br /> w
<br /> - opHI,"
<br /> -1'..0- I f -----1 Vt-, ,',',',t
<br /> (Mei Bury Depth) U.
<br /> . $ Base Elevation
<br /> ,,,L t,-, . .7•rc,re-,,,'T'''.-'""7,i7,1'7:' ,
<br /> 11/4. 1',-CK' A 4FA P I
<br /> 1'''''tr ''''''Lre'.t . > " 'A'', -
<br /> "nr."-4-•''' ' '''''''''''-''''''''''- --— '--- Perforated Drain w/Sock
<br /> I ,
<br /> ....--,..
<br /> , (Or As Specified by Engineer)
<br /> (Gravity Drain to Outlet)
<br /> ''N.,-,,__
<br /> PRELIMINARY SECTION Crushed Stone Leveling Pad
<br /> (ASTM No,57 or Equivalent)
<br /> (No Scale)
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<br /> .nes alraprog a kw mferformv aegy.
<br /> *Pim!ofesions fbr caitstmhclfto most trogragered by a intwisterad Prefessienal En.Meer using the actual Ganditkans cri the propo9vo sale . .
<br /> *Final Wag doMga num(addms bath Internal and exturneg drainage end shall be evaluated by the Professfonal Engineer who is responsible her the well d estgn
<br /> ORAWN 0".1 0ILE
<br /> E,SHAFER PRELIMINARY WALL SECTION OCK 4tet
<br /> kiPROVED SY
<br /> Silty Sand, Fine to Medium Sand with 4,=30'
<br /> . 2010 No Back Slope, No Front Slope, No Live Load Surcharge INTE 11A111111Alu:
<br /> N.v. ,.
<br /> 211Er::NO DRAW1140 flIE 05401 US 31 SOUTH CHARLEVOIX,mi 49720
<br /> I of I A_301360_0_60144 dwg 860-222-8400.231-237-4521 Fa.,.www,ed,ttstia mm j
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