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2 OR FLATTER <br /> 24 INCHES 1 � <br /> GEOGRID REINFORCEMENT <br /> N (STRATAGRID SG200) <br /> STACKED PERFORATED 1.5 -X OR APPROVED EQUAL <br /> GEOWEB SECTIONS 1 —N <br /> (PRESTO GW30V) X Y GEOGRID LAYER SPACING=2 FEET MAX. <br /> H=REINFORCED=15'MAX. N __X N <br /> SLOPE HEIGHT X X N <br /> r 6 INCHES <br /> ` -x <br /> L=GEOGRID REINFORCEMENT LENGTH=12 FEET <br /> X - <br /> Y 12"THICK DRAINAGE BLANKET <br /> (FREE-DRAINING GRANULAR MATERIAL) <br /> COLLECTOR PIPE �/ 6"DIAM.PERFORATED DRAIN PIPE. <br /> (TIGHTLINE) DISCHARGE TO COLLECTOR PIPE <br /> \ IN CENTER OF REPAIR AREA. <br /> / \ c <br /> / v <br /> c <br /> \ u <br /> �24INCHES, M <br /> N <br /> ai <br /> N <br /> / O <br /> / X X Y X N Y <br /> / O <br /> m <br /> E <br /> E <br /> 0 <br /> �D=EMBEDMENT AT TOE OF SLOPE=18"MAX. N <br /> a <br /> s <br /> v <br /> 0 <br /> a <br /> i <br /> a <br /> N <br /> n <br /> d <br /> v <br /> .q <br /> V <br /> C <br /> O <br /> J <br /> v <br /> M <br /> CLIENT LOGO CLIENT o <br /> AMSC Environment & InfrastructureSTIRLING CONSTRUCTION, INC. <br /> 11810 North Creek Parkway North amee" <br /> Bothell,WA,U.S.A.98011-8201 a <br /> PROJECT LANDSLIDE REPAIR, FINLEY RESIDENCE DWNBY: JRS DATUM: NONE DATE. MARCH 2013 <br /> TITLE CHK'D BY: REV.NO.: PROJECT NO: 8 <br /> TYPICAL REINFORCED GEOWEB SAS 3-917-17245-A <br /> SOIL SLOPE SECTION PROJECTION: SCALE: FIGURE No. <br /> NONE NOT TO SCALE 3 i <br />