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4 <br /> tj. <br /> Chain Link Fence-110-,4 <br /> (As Required per Plans) <br /> , 2 <br /> 1 <br /> d 12„ ting) Geogrid Reinforcement <br /> C N(iragrid 5XT <br /> (or approved equivalent) <br /> : I l,� s <br /> E , /, 1•'--o A.ionmon Layer 4(etc,) <br /> i + <br /> GeoWall Pro• k `�f r - + i 11 5 0 a <br /> Unit `- i ” , t6 <br /> -1 F;€ 'f� .,.47:0,.* In, <br /> '(TYp•) <br /> 1 r, e. <br /> fir; , 1 f ie <br /> i i o <br /> ',i at t ( ro'�_.�'��. : �'eWall Batter s i ? i . y•aA.e• » �; ;� r r is'— <br /> 1 H: 12V 11 :•11,„ F ” '� 'aa: Reinforced Backfill* <br /> al (or Flatter) 1., t iI " p,°e �.ao. <br /> [In <br /> ( ��y ° (Granular Material,per Geotechncial <br /> Bo p6 I '" '��' EngineerApproval) <br /> ° idL. 1r o-?so•q,• °rs°°' <br /> .� 1,,, <br /> l °e 9:0e <br /> . Layer 2 <br /> _ say ¢ °'� a a� a•w > s am _ �. moo �y� <br /> !6 -11',.1 e•P;.e <br /> :rX ,'p ¢� <br /> 1 1 Unit Drainage Fill <br /> L i 15 ' 1"Clean CrushedRock <br /> 7 1' 419 e� °c <br /> ° e4► (No Fines) <br /> 1 j I- ro, " ;Yi. Layer 1 <br /> ', lam:-. 16°‘ <br /> .r <br /> or ter, rir iowe .ri.W. amom <br /> Y ' <br /> I11=1�1 "P. °'• ° J ! P°oa"0 - *NOTE:Compact Reinforced Backfill to 95 percent <br /> i[i.:i-6.,,si-ow- <br /> 12" eq ro # p'..3.09* <br /> • of Modofied Proctor(ASTM D-1557) <br /> °p a - •p° eg'° <br /> oP`b * ' •• ' ''',4).:" fil "Diameter Perforated PVC <br /> °.P°e•Y-o P. cs ai°e• , <br /> Drain Pipe <br /> 1 <br /> 4"Leveling Course <br /> GEOGRID REINFORCED WALL <br /> DETAIL <br /> I <br /> Not -To - Scale <br /> �r SolutionsI I � ons 'l4 '4i+ «e <br /> NWu-C ti iO3oste ttion Monitoring, <br /> rsrwtf Sciences <br /> Typical GeoWall Pro Detail <br /> Northlake Court <br /> Snohomish County, Washington <br /> Drwn. GLS Date 10/14/2014. Proj. No. 3396.01 <br /> Checked KRC Date Oct. 2014 Plate 1 <br />