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, . , i
<br /> —„„__
<br /> Silty Sand, Fine to Medium Sand- Internal Angle of Friction (4)) = 30'.'
<br /> „,„„
<br /> WonGondA - No Back Slope, No Front Slope, No Surcharge
<br /> 'I 0-6” Standard Batter Wall
<br /> 400 Stone Backfill REQUIRED
<br /> I
<br /> 28I Top Nock /----Swale As Needed and Grade
<br /> ,
<br /> r- ,
<br /> / to Drain Away From Wall
<br /> Non-Woven
<br /> 7—Geotextile Fabric
<br /> ,
<br /> -----
<br /> I1/4
<br /> ':'5.'' '-''''''':.,'',,l''''''cs."0717/43.1%. . tw',4,,',-''','''•,,V.?,::€4,44:134:Kt';‹,' : ' : ,.,.,<,,,,,,°„,,..,,,,, ,
<br /> Move Blocks Forward During
<br /> Installation to Engage Shear R°4151:?`"I'' 1.11 -40'M' ' Pi ed :IIIII'IIIIIII,` -
<br /> Knobs(Typical) eillittieg4(11:1 From Back of Wall to Native Soil..--.II'4,iI-I ' /
<br /> IIIIIIIIIIiIIIIIPS,.1. .1.1.,404401.6...4:44.41te iit ez-iiit.........itItI: ,'I I
<br /> lrrlIllilIllgIIIIIIIIII'',,',-,gq,L.-'1,:,,,‘:o4SAT'44,TAtri.VN.Z.1:00?"+%1 ,f,--,,,' ,r
<br /> ' WW:triket•'144.4:g.44 twtt*Vetflitr:e;:'gilt-04lb, -.c`,,r''. :...
<br /> (Exposed Wall Face) tab, ,040:.....tit. .,I14.11IIII,IIAIIIIIIIIAIIiI07,(;:I.-;-1,V:;;,I‘,.
<br /> ksp j,,eif 0!,,:.:•_.,: .....•Ii ' ' '
<br /> 1-"N 4:47e.i•?,,ve,i;,)..,.-,,, .,.;, l
<br /> , y
<br /> 1 woe—....'
<br /> Non-Woven Geotextile Fabric
<br /> —Native Soil Must Be Excavated
<br /> „:k5a,i,.„4', .',. ___.„,.,„
<br /> W se and Removed to 1 on 1 or
<br /> Ground Level „...;44I.4.'” 1
<br /> I ,....,10.4...L.....v,
<br /> es..***.tri.,.'•' Flatter
<br /> (:).-8'(Min.Bury Dept),, ' 1.14,......,:,....-41t.
<br /> ....., ,' Base Elevation
<br /> NATIVE SOIL
<br /> N , ,.. 4 Fe• .Zoe tlY POMNI, e„,› Silty Sand.Fine to Medium Sand
<br /> 1,ovaling Pal: ',, # I •:4 v.- pf--10 ete“,,
<br /> . ' , '`,",T'A. , :!,, 'e 41.14104, A— ,' with an Internal Angle of Friction,
<br /> ---------.-
<br /> • 1 Perforated Drain ed Sock
<br /> (Or As Specified by Engineer)
<br /> (Gravity Drain to Outlet)
<br /> Crushed Stone Leveling Pad
<br /> (ASTM No,57 or Equivalent)
<br /> PRELIMINARY SECTION
<br /> _
<br /> (No Scale)
<br /> .nes drawing is ferioterence only
<br /> •Final designs fee senstivetteri must be prepared by a registwed Professional Engineer using Ow actual condi:Ions of Co proposed site
<br /> •Final will del.n must address both internal and external drains,•and shall be evaluated b the Professional Er f Moor who is res•onsibla for the wail design.
<br /> .. . ..........1,
<br /> DRAWN SY TI1_E
<br /> E.SHAFER
<br /> — 4 I
<br /> PRELIMINARY WALL SECTION
<br /> ,E , '
<br /> APPROVEratlY
<br /> Silty Sand, Fine to Medium Sand with O=300 ii11tick
<br /> No Back Slope, No Front Slope,No Live Load Surcharge IIITE:NA17111A111c
<br /> Nov,2,2010
<br /> %WEI NO 134.4AWING FILE: 0501 US 31 SOUTH CHARLEVOIX fill 49720
<br /> 1 OF 1 A_30_C21 0_126.evig 1166-222-64M*231-237-9521 ha**wowed rod*eryr,
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