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�g <br /> � � x <br /> �' � <br /> 1 <br /> . � <br /> � • - /c��QaQQ�a° <br /> � 'y� Reinforced Soil Walls <br /> iO�x <br /> > �' Sampie Design, / = 32� (SaeWu�tnliomonpape7.) <br /> � �� Wid Gaoprid Pl�eeneM�t HeipAt H ft �bove b�se dev�tion <br /> � � E�osed Totv No.12"tide Geid No. , W( 1. <br /> Heipht NeipAt MIwpA Typ� Grid Lenpth L� rN�w�bK <br /> ,o� �ro N,(��l �',(�q ce�.sa c.s.� �.yM �,l��l � t � � s b <br /> �M �.� �.0 6 1 �.0 2.0 <br /> � i� ^ �.� S.7 � M��. 1 �.0 2.0 • <br /> S.7 6.7 10 2 �.0 2.0 �.0 <br /> O N d ` 6.0 7.� tl ...--'- 2 �.0 2.0 �.0 <br /> � ng T.� t.7 1� Gse 1 � S.0 t.] ' �.� 6.0 <br /> G~i:�8 V •.0 9.� 1� k'^� � S.5 1.� 7.� 6.0 ' <br /> X i„i 10.0 11.� 17 4■0 psf � 6.S 0.7 2.7 �.7 t.0 <br /> y �.0 1 a 2.7 <br /> �y a �.t S.� t M�d 2 �.0 t.� 2.7 <br /> �� N 5.7 6.7 �0 __ � �.5 1.7 2.7 �.0 <br /> S.0 1.� 2.7 �.7 <br /> t 6.0 7.� 11 C�se 2 � S.S 0.7 2.7 �.7 6.0 <br /> y�" � t.0 9.� 1� Nvel ; 6.0 0.7 2.7 �.7 6.7 <br /> O� 10.0 11.� 17 a�250psf S T.S 0.7 2.0 �.0 6.0 1.7 <br /> M �.� �.7 6 M��d 2 �.0 1.� 2.7 <br /> W �.� 5.7 t 57 2 �.0 1.> >.� <br /> y 5.7 6.7 10 2 S.0 1•> >•� <br /> V 6.0 7.� 11 C�se 2. � S.S 1.� 2.7 �.7 <br /> 7.� �.7 1> >:1(H:Y) � 6.S 0.7 2.7 S.� <br /> � t.0 9.� 14 � 7.0 0.7 2.0 �.0 6.7 <br /> � �� 10.0 i1.� 17 B�ekslupe 6 t.5 0.7 1.� 2.7 �.0 6.0 t.7 <br /> Mo�e:Theee ehvt�ve applicabie for��te�01�,vhen iie�32,the moiet un't veipht b c 125pef. <br /> (�., .,�' Thie i�typic�for�iltyev�de(SM), �oody pr�deC eend�(SP)v�d veG pnded line to medium <br /> ,.. � rnd�(SV,�. <br /> 1.Sunple deeipne to be ueed torpreliminvydeeipn onlyvhen�etueieoil,peometry�nd <br /> aurehvpe condiNom ve oo�eerntively repreeent�d Dylheo�umptiom above. <br /> � � h ell�itu�tione,the lind u-Du�1t deeipn ehould be peMamed Dya qwfified enpf�eer <br /> ue'mp¢!u�daipnconddiomforthe propo�ed��e. <br /> 2. Svnple dafpm have Deen prepved exlueively fa the uee of MIR.�STOeopdd <br /> � �� reintoRementforNllayen. NoeuDetRutee! <br /> !. Minimum l�eton of�dety: 1.5 f or intemal re'u�loreement ruptwe v�d pullout, l.5(or <br /> I�'�s� e�QemdeGdinp,v�d2.Ofore�QemeloveRuminpv�dbevinpcapeeity. Noprotieion <br /> ""� or�ndyeie included lo►ploCd otablity. <br /> �. SvnpledafpmrequireadeQuetedninapepro�i�fon�forwNlfitl�ndD�ckfitl. <br /> -- � 5. Svnple deeipne bued o� 12"StoneWtllf�cinp urv't.MIRAGRID ST�hould e�Qend <br /> to the Iront f¢e eheH of the StoneWdl unit. <br /> ,_ ,.� 6. InCuee2l�3,vhenthetopeouneol5toneWdlbpre�terlhvi2.5feetfromthe <br /> to p of t h e vdl,�d d�eh o�l(L•3.0')xcti on of MIRPGRID ST t.3'from the top of v�A. <br /> To the beet of ourknoNedpe,the inlortnetion eonteined here'u�i��eeunt e. However StoneW�l Lvid�cspe Sy�tem�,Inc. <br /> v�d Mirif i,Ine,cenn ot u�um e enyliaDility vhete o ever f or t h e�ce uney or e om pleten e»of t he inl ortneti on c anldn e d <br /> herein. Find detertnindion of�uitabilily of enymet erid i�the aole reepomiDlity ot the ue er. <br /> 6 <br /> � <br />