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<br /> INSTALLATION MANUAL
<br /> Typical Geogrid Wall with
<br /> 28" Geoconnector Blocks
<br /> No Scale
<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 /> Swale As Needed and Grade
<br /> to Drain Away From Wall
<br /> SETBACK=1 %*
<br /> (5'Batter Anglo on Wait) /°---- 28'Top Block
<br /> —.../..--„ Ground Level
<br /> --...ii-•iiiii••i••-i•;‘,;iiiii,,,,,ii:ii,i-ixiii-4-44-Air",'"1
<br /> #,, , r ;fgt.,,..• -4,0.iiiiKiii".••ii.ftara4409".Aci 'ii"*.;',fr'.1'/°•Ii:'1:11.'''J*42:4t"'4
<br /> it ,
<br /> 0 A
<br /> 7,
<br /> r A. -Geogrid Lay r Ai—
<br /> ,-/- (TYPictat) 0411
<br /> [,, ,.....
<br /> ma
<br /> , (L)
<br /> ,...........nii4419# Al.11
<br /> ilIP-IP-I
<br /> 1:41‘
<br /> A.
<br /> in 1....r,
<br /> firstor
<br /> -Ito (Length of Geogrid
<br /> ! Aliall'I,
<br /> t_Irm-11:—
<br /> *
<br /> ,..w. Free Draining Backfill to Extend
<br /> •
<br /> ', rro,,,,i: koth at Least 12"Behind Wall tu —V-
<br /> , ii,04.4-lie
<br /> ..... „.,,,,,.. MiltWitli --111 II II
<br /> iiii thittidwii ST-11.
<br /> ' rtiF•r
<br /> i ,•—Hit,i,—
<br /> II,
<br /> Exposed iiz-,-1Move Blocks Forward DurngWallWall Installation to Engage Shear IA -Height
<br /> Knobs(Typical) • I,..i
<br /> , II ,
<br /> 6- - 1$ Non-Woven
<br /> •litiViii ii'' - /-- (VP)
<br /> '-'ifpitio Geotextile Fabric ,--"i' ate*Placement
<br /> :, ovA,..,..'y ell iii
<br /> (If Specified) — or Geogrid-Typlail)
<br /> 2 iiiiiiikli 4:fatj, r'
<br /> t • ,sicriez
<br /> ,Alllm- A I €
<br /> 28"Middle f
<br /> firkiivirilm
<br /> A iii it•iii
<br /> - 1:17,2. - 1211111$111:4 1 Block
<br /> •
<br /> 11--
<br /> .--
<br /> 1,:?.:'
<br /> 28 4041
<br /> .. '-• "Bottom
<br /> --""4
<br /> Ground Level
<br /> , Block
<br /> , -mmwalimpo 44, _4714
<br /> altas11-
<br /> .'Bury Depth, 11*".4i Ira
<br /> '''''' '''' ' '01 AAIFIIIV:=lq.VOZ'VaVNK*:*nraW/ IA14:treWMPfer*II*4.44/Pritt41- Base Elevation
<br /> - ' "'0,•1° ''''- '0,11:474441:4944***4-‘4i.' 4V4 WI 10:41.,ar allor.1
<br /> Leveling i-ed.44,...shit ekiritpeW,440414610410,tr .04#11L-F-Vt ll— —01 i
<br /> IT= L iivi.xv,..voivt,s4,,,,,ittiovemp.,,, .et4 1476Tailit,,ftrif_I
<br /> 1.-•qll4.100%,410"....rityAlliA...ect..--ie '.••:, irewol=ltigul-'
<br /> 11-lylli*-,;:71*, Ir''71'111'J-4'g fIr'ilf:--11.-vghl' tot 7-7, 7 Perforated Sock Drain
<br /> •=.1 .1.„-i :'1 ..!, -..i-i'll,, '1:11-411t-li''.11----:--Crushed Stone (As Specified by Engineer)
<br /> Leveling Pad
<br /> See Redi-Rock.com for Detailed
<br /> ViAl..tdtl
<br /> Section Drawings of Each Condition ,,t JOHNSON 04114/11 Redi-Rock6 International, LLC
<br /> Shown in the Design Charts
<br /> ' Milk/VMS, *COLACOM FAC I Mosuat
<br /> TypIcal 28 in Block Reinforced WM 041411-dwo 1
<br /> ...it CAM WALK %MEd NO.
<br /> NO SCALE 1 OF 1
<br /> June 2011
<br /> fled-FiOCk Intemattonal 72
<br />
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