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,.,
<br /> II; "Rock 2011INSTALLATION MANUAL
<br /> Typical Geogrid Wall with
<br /> 28" Geoconnector Blocks
<br /> No Scats
<br /> (VP)=Vertical placement of geogrid layers.
<br /> Measurements are from the base elevation.
<br /> (L)=Length of geogrid. Measurements are
<br /> from the face of the block.
<br /> =1 V
<br /> i- Swale As Needed and Grade
<br /> to Drain Away From Wall
<br /> SETBACK
<br /> (5Batter Angle on Wall) "-- i OP Stock
<br /> Ground Level
<br /> ,,„ ,_,- Geogrid Layer --fl
<br /> J..
<br /> moot,, ..„;;,,A., j
<br /> (Tea I 112
<br /> • 4"t4"
<br /> ...4,40.1,,_ IA
<br /> 12.4 " 141.[ . III .
<br /> II --br -"*(64-rAlt: (Length et Geogrid-Typical) 1"17
<br /> miwarliamp514.1.14,:k
<br /> alltomiwri lin_ — _.
<br /> 1
<br /> g*Tig Free Draining Backfill to Extend
<br /> / .m-m,' sammatt,:tat Least 12"Behind Wall l' j ri j i 1.-3
<br /> t aiiik 'NA ka II i 1-fr
<br /> 1
<br /> ExposedMove Blocks Forward During
<br /> Wail Wall i — -
<br /> E i a-
<br /> Hh1,
<br /> 40,474 4 Installation to Engage Shear I
<br /> eigt i Ad,: ,. •
<br /> Knobs(Typical)
<br /> g4 Ask Aims
<br /> _
<br /> War - .• — I
<br /> • IN, Non-Woven 1'
<br /> (VP)
<br /> _ -*_,.% Geotextile Fabric .*(Vertical Placement
<br /> lE MI S 1 I I I I I I I I I I II I I Argp' (If Specified) .:.tor Geogrld-Typical)
<br /> /AK Eat
<br /> . -7-44.0
<br /> Ii"'c -:*,,,„ 28"Middle
<br /> r4V- N
<br /> Ivioxw,. IS* Block i. u__,
<br /> -
<br /> If v*.i:
<br /> -4, .4. .-
<br /> 28'Bottom 1 till
<br /> Block
<br /> Ground Level i 4*- '..-=- —ii-
<br /> J,
<br /> it Bury th
<br /> ,--J
<br /> Dep : . " ?•'...4-' 417-11
<br /> - 11=1.1H1f411! -I tv.it:),VrigiWirArityi 1. --1, I ,_,I. 'in 614„_.*1 in_fil 0.51 1-
<br /> Base Elevation
<br /> Leveling Pa&fi 1•4s•-ve.4'041$4414.444411M,:taikitt4 -,-,...,- .1.77 fli-6--ff--4-,p,
<br /> [-II 1 -tim1404.47.4mitt.vaill 1 ifti--,i _T 1 i
<br /> i-WA-Lir !IL:1117:7.AL_i-ij 111,..:If:LF-,i1011,--irr-11_0111- i-- • Perforated Sock Drain
<br /> *-- .' 1--1-11-1-ifi'L:/ 11111 1 ATI 14-*I.il Crushed Stone (As Specified by Engineer)
<br /> See Redi-Rock.com for Detailed
<br /> i Section Drawings of Each Condition CAM*ti Leveling Pad
<br /> J.JOHNSON
<br /> ' Shown in the Design Charts e,JE,,xmay
<br /> 1
<br /> APPROVEDINT 04/14ill
<br /> Rfdi-Rock6 International, LLC
<br /> Typical 28 in flock Rainfall:ad Wall 041,1114n 1 agva.on_
<br /> $SUEDATE =ALE SHEET MP
<br /> NO SCALE I OF 1
<br /> Redi-Rock International 72 June 201.1 1 k
<br /> \,........„,'
<br />
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