|
. ,
<br /> REM' OCK
<br /> • 201 '1 INSTALLATION MANUALL
<br /> _
<br /> Typical Gravit Wail with 41" Blocks
<br /> No Scale
<br /> Swale As Needed and Grade Note:
<br /> to Drain Away From Wall Load Condition A Shown
<br /> (No Sackelope-No Surcharge)
<br /> SETBACK s 15g
<br /> (6"Batter Angle On wait) 28"Top Block
<br /> Ground Level
<br /> ,, ,,,,,,,,.,, , _ ,,,,,,, ,,.,_,„,„„„,,,.:-A,,,,,..-,:c-.,,:sef•-;=:,5',,,,,7,4.14in. ,..Iii‘-''''.
<br /> i ',g.:•,' "Z'"4 '4 -,,,,tsi,',-;st,,,-az-,7,A z'e44 1,-,,,,,;,;',:,',;•,4„;',._,z,:.,,-,_a-14,,,,.4,.J. ...•_,..,.40,..._. •.,.=_J-
<br /> A . ' ;7 1117,44' 0:****ligitAraiillthiliii.iirgall..-.., _ATE,p- Tr jr4"0
<br /> t •-.144*414$44*** --:' 1-I I.. -1.""1 in!1 r 711 --Lar-l'
<br /> "i Asii „.s.-. ,,-4-1„1,.....tt,,,,,%•,.....--,,,,,,,m i-lit.ci Lill , -
<br /> .,,
<br /> ' '•"*"...* --'. Move Blocks Forward During
<br /> ..*A*Vtt4 efitir• Installtion to Engage Shear
<br /> tt;t17,t4i4, -
<br /> AA1,1, 1.,‘t. Knobs(Typical)
<br /> "441 1177
<br /> %tor
<br /> Exposed ..:
<br /> -rStAnnlyin. JtL
<br /> 1
<br /> 6.4
<br /> Wall Wall ....
<br /> 1:117411*,,e0.3.:3_4....,:in,„- 41Middle Block
<br /> Height • oria•mg-?„
<br /> I`--- .
<br /> ''
<br /> Free Draining Backfill to Extend
<br /> at Least 12'Behind Wall
<br /> 1 alibi ijtoln-1 LI 1---L
<br /> ritir......,,...v.,.....-11-41-ii,
<br /> 4,74,141 TE2,-7.1,--_.:. —Non-Woven Gootextile
<br /> Ground Level
<br /> ***evitti*H#11-1 Fabric(if Specified)
<br /> *kV:P*1 1,1,—.411j10 I E.
<br /> 1)17 ury s`''e
<br /> ' '.i7,.i„7`\1•.`,i.g,e,..t..-,i6ig•,i,;N,tf,,,I,'-,:.'r.(,k,/,i,,^1,,i,“.„o,„,i•,,„a,.,,-A,fW1b,,,f4,fii,-rL,i.,Z,"o,.4iA.,,4o0.fi*M„i*4-*,14,4,.4i4"4;.4l*l$4*i.:1'4It1$a.1Li1,7nf...44i.t,_g11—(.1*l._.i1_t1
<br /> H
<br /> LI1,I 1
<br /> 1
<br /> 41 Bottom Block
<br /> 1A# 95F4.,el,cLevelng Pad
<br /> Perforated Sock Drain
<br /> ---/1-111-44 i•-tri--ii.2---
<br /> - -11n-j. 7tt Crushed Stone (As Specified by Engineer)
<br /> .--- r- —in
<br /> Leveling Pad
<br /> See Redi-Rockicom for Detailed
<br /> Section Drawings of Each Condition
<br /> Shown in the Design Charts
<br /> , ...
<br /> ' J JOHNSON (14114111 Redi-Rock'International, LLC
<br /> 0,140.4b110
<br /> .00001fiti,SY oeuwfwatax;
<br /> Typica141 to(aback Gravity WW1 041411twg
<br /> tIlitAll MT*
<br /> NO SrAt F 1 1 OF 1
<br /> +
<br /> Fedi-Rocli International 53
<br />
|