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Grb4v 41d9 �s-psi <br />W <br />Q <br />C) <br />GEOCOMPOSITE <br />m <br />DRAINAGE NET <br />2' SIDE SLOPE OPERATIONS <br />CLASS II AG BASE <br />LAYER TO INCLUDE 4" MIN. <br />T—POST, 30 FT O.C. PLYWOOD <br />MIN 6" THICK <br />REVEGETATION SOIL <br />IMBED 30" MIN <br />REINFORCING FABRIC':�,:�;%��:.,...-'.�'%''' <br />GEOCOMPOSITE <br />' <br />DRAINAGE NET <br />ROAD '-;.� <br />� <br />O <br />HYDROSEED <br />20 FT (APPROX) / <br />2' SIDE SLOPE OPERATIONS <br />LAYER TO INCLUDE 4 MIN, <br />GEOCOMPOSITE <br />2% <br />w <br />REVEGETATION SOIL. SEE NOTE. <br />DRAINAGE NET <br />Now- <br />',; 6" MIN. PREPARED <br />� <br />HYDROSEED EXCEPT <br />„,',:.; ,/,,%-.%��' SUBGRADE <br />' ''/ ' '�' '' ' ' '/ / ' % / / <br />, <br />3 <br />OVER ROAD SURFCE <br />:.,.....,:-maxX <br />GEOGRID <br />- <br />5 MIN. GCL <br />}IT - <br />IN <br />HDPE <br />I/ <br />3' GEOGRID <br />GEOMEMBRANE <br />HDPE <br />J <br />GCL GEOMEMBRANE <br />HDPE <br />GEOMEMBRANE <br />BACKFILL WITH MIN. <br />6 MIN. PREPARED <br />GCL <br />GCL AND GEOGRID <br />Lu <br />Iq <br />0 <br />SLURRY CEMENT <br />SUBGRADE <br />6" MIN. PREPARED <br />OVERLAP <br />p <br />MIXTURE <br />SUBGRADE GEOGRIDa <br />HOIRIZONTAL <br />WELL 1 REFUSE �� <br />LU <br />a w cr <br />LOCATION AS GO_g <br />J <br />R w 0 U. <br />SHOWN ELSEWHERE <br />W <br />Z a U <br />CL <br />a <br />O <br />WoZ <br />TERMINATION OF SIDE SLOPE LINER <br />SLOPE BENCH <br />w <br />H <br />o <br />W co w <br />v� <br />a <br />SECTION ESECTION <br />F <br />°� <br />z <br />NOTES. <br />� <br />0 <br />1 11=4' B3 <br />" <br />1 =4 ' B3 <br />0 <br />v <br />1. IF NECESSARY TO AVOID HORIZONTAL SEAMS ON <br />(� <br />THE SLOPE, OVERLAP GCL, GEOGRID, HDPE <br />NOTE: ADD ROAD MATERIALS WHERE SHOWN <br />GEOMEMBRANE AND COMPOSITE DRAINAGE <br />NET ON BENCHES. THE DETAIL SHOWS THE <br />TYPICAL OVERLAY FOR THE GCL AND GEOGRID. <br />Q <br />Z <br />UJ0 <br />g <br />w LL LL <br />0z <br />C) <br />Q <br />�A J U <br />D <br />o <br />i.i w <br />W <br />� <br />f7 <br />Z <br />O <br />W <br />?1 <br />W <br />wz0 <br />PLYWOOD T—POST, 30 FT O.C. <br />0 <br />O U <br />Z <br />z N <br />GCL HYDROSEED IMBED 30" MIN <br />J Z <br />J <br />2' SIDE SLOPE OPERATIONS GEOCOMPOSITE 3� <br />GEOCOMPOSITE <br />a J p <br />V) <br />-i <br />LAYER TO INCLUDE 4" MIN. DRAINAGE NET <br />GEOCOMPOSITE YDROSEED <br />DRAINAGE NET YDROSEED <br />Q <br />Q <br />REVEGETATION SOIL ANCHOR <br />DRAINAGE NET <br />LU <br />H 0 0 <br />z <br />BERM <br />2' SIDE SLOPE OPERATIONS <br />2' SIDE SLOPE OPERATIONS <br />O z <br />� � Z <br />o <br />\i <br />LAYER TO INCLUDE 4" MIN. <br />Q <br />... <br />LAYER TO INCLUDE <br />4 MIN. <br />__ <br />REVEGETATION SOIL <br />� <br />:<:: •...:..:......:... <br />/\\,\\/\==-=„__ _ REVEGETATION SOIL <br />\�\\�\�\% - <br />,��-=--=_._ <br />REVEGETATION SOIL <br />HDPE <br />GEOMEMBRANE <br />"-- <br />\ \\\ REVEGETATION <br />SOIL <br />\ \\i\\��\� j=-: - 4” MIN. <br />_ <br />HDPE\,\\ \\ _: 4 <br />= <br />GEOMEMBRANE �\\ \\�\\/- \ 'y'�� <br />MIN. <br />- <br />HDPE <br />GEOMEMBRANE \\/ <br />» NATIVE SOIL _� <br />\/ \j = <br />\\ <br />GCL <br />6 MIN. PREPARED <br />SUBGRADE <br />GCL \\�\\�\\�\� =:_. <br />. <br />\i\\�\\��\� ��-:.: __ <br />2 <br />0 <br />GEOGRID <br />APPROX. 3 <br />6" MIN. PREPARED (SEE NOTE 1) <br />APPROX. <br />6" MIN. PREPARED (SEE NOTE 1) <br />uj <br />SUBGRADE <br />SUBGRADE <br />r <br />moa <br />NATIVE SO1L -_�` <br />`i— REFUSEoto <br />TERMINATION AT LOWER BENCH <br />W � <br />Q r <br />U <br />m <br />SECTION <br />Zw <br />W °�Li <br />a <br />G <br />--6 <br />1"=4' B3 <br />COMPOSITE LINER <br />BARRIER LINER <br />� UUP <br />� <br />v �Q0 <br />` <br />DETAIL 1 <br />D ETAI L 2 <br />Ern <br />0,--,z� <br />m .. <br />m <br />1 ��=4' B3 <br />1 "=4' B3 <br />O °_ <br />ate_ <br />dam' oW' <br />J <br />DATE: <br />2/l/2006 <br />SCALE: <br />NOTES: <br />NOTES: <br />NTS <br />D WG. N 0. <br />1. SLOPE VARIES ACROSS FACE OF COMPOSITE <br />1. SLOPE VARIES ACROSS FACE OF COMPOSITE <br />LINER AREA. SEE SHEET B1. <br />LINER AREA. SEE SHEET B1. <br />B3 <br />12 of 27 sheets <br />CHECKED DATE APPROVAL RECOMMENDED DATE <br />CARROLL / MOORE 2/8/06 3 d <br />Grb4v 41d9 �s-psi <br />