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Silty Sand, Fine to Medium Sand - Internal Angie of Friction (4)= 30'
<br /> Condition A-No Back Slope, No Front Slope, No Surcharge
<br /> 1.2`-0" Standard Batter Wail
<br /> 41"and 6O (1) Series Blocks
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<br /> Top Block "--
<br /> / Swale As Needed and Grade
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<br /> 7
<br /> to Drain Away From Wall
<br /> ; 7
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<br /> Ground Level 1
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<br /> Move Blocks Forward During
<br /> installation to Engage Shear \ ________
<br /> Knobs(1'ypical) ,.. AiikM.t,;;:?'
<br /> , analememonall111.1.,1 -.4,.*,. '
<br /> , t,;(3-$11'.440-04, ' •'
<br /> -AtiaIIIIIIIIII . i,,f int. I
<br /> 11-Cl- , ,•..,;',". .:
<br /> (Exposed Wall Face)
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<br /> II AL 804.1`-4'01 '•
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<br /> ins....minil-vit-'-4A414. 11."c , ' , " /‘
<br /> Non-Woven Gootextile Fabric
<br /> Redi-RockBottom Block
<br /> 60" • • .R.4.24A-19.*, ' ,
<br /> AK ,,,,,„4„. ,440 ,.- • ,
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<br /> 46
<br /> ..,,,---,... , ...„ .....op Dramstone(ASTM NO.57 or Equivalent)
<br /> Allilh,
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<br /> Ground Level , ' 1....,,,,,4,4 To Extend At Least 12"Behind Blocks
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<br /> ''.•win.Boy Depth) '`'. .',‘:,. ,-', '‘, '
<br /> : N /"<<,1/"•/'K<">K4 /I. • . . « $,.'- Base Elevation
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<br /> , ' \,'\•\\-';',,,,,. ,', 114,4441,444.*;:ntrePOl
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<br /> .., ,);l' •''(, '::.',A,s'irf,;*kis, 4i411., tliVek$161AW0,4".', N
<br /> a 00511179 Pad)\-•,.;›,-..;\z N .':- " ' St4+4,4'ivvAvei.ktisrowo
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<br /> .4.,,,-,r,- --,- ' - ' `• 'e '‘' ,:,7,,,-"' , , ..
<br /> NA ',,";\ ....,,:,,,,,,.;;,,\,- ',,, ', ),\>', Perforated Drain WI Sock
<br /> (Or As Specified by Engineer)
<br /> (Gravity Drain to Outlet)
<br /> PRELIMINARY SECTION Crushed Stone Leveling Pad
<br /> (No Scale) (ASTM No.57 or Equivalent)
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<br /> This dravring is for naletINIZO only
<br /> *A Final designs AV sonstruction most be prepared by a registered Professional Engineer using the actual conditions of the proposed site.
<br /> •Final wall dation must address both Internal and*Internal drainage and shell be evaluated-by the Professional Er:0470er who Is responsible for the wall design
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<br /> ,DRAWN 6) TITLE
<br /> E.SHAFER PRELIMINARY WALL SECTION
<br /> 0‘,=eftizweo sr,
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<br /> Silty Sand, Fine to Medium Sand with$=30*
<br /> ramp
<br /> 9,2010 No Back Slope, No Front Slope, No Live Load Surcharge INTL:11117011A1 Lie
<br /> Nov.
<br /> smar No• °DRAWING:lox 05481 US 31 SOUTH CI IARLEVOIX,MI 49720
<br /> , 1 OF 1 A 30 aeo_o_so 144.dwit a66-222-8400•231-237-05r Fax•www rodi roctoom
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