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1 <br /> W DE B1 WIDE <br /> AC BERM <br /> ii <br /> 'GEOCOMPOSITE G <br /> EO 0 P051TE <br /> / , <br /> _ <br /> / <br /> 8 <br /> PTYP <br /> 0 <br /> STRIP <br /> T <br /> SR IP TYP <br /> w - <br /> 15 MIN ROAD/BENCH , <br /> -o <br /> `= 3 <br /> DI_r <br /> —6rI <br /> „ <br /> r <br /> , <br /> / <br /> / <br /> .1rrr <br /> / r <br /> P <br /> / <br /> r <br /> , r <br /> //f <br /> / r <br /> »/ <br /> r <br /> _ <br /> . ; <br /> L <br /> : I <br /> \ / <br /> , <br /> 3 0 TYP <br /> :w <br /> r <br /> 38 <br /> /i <br /> r` <br /> -_ <br /> 2/rf <br /> 1 <br /> , <br /> ' <br /> ./ <br /> , <br /> / <br /> //. <br /> ,f <br /> / <br /> f1 <br /> / <br /> / <br /> , <br /> — <br /> r/ <br /> f <br /> Yr,/ <br /> / <br /> r< <br /> ' <br /> ' <br /> J , <br /> / <br /> 37 1 <br /> 4p / <br /> / <br /> J <br /> r / <br /> /J <br /> / <br /> /f <br /> J/ <br /> , <br /> r r <br /> Jr` <br /> / <br /> / <br /> / <br /> / <br /> r <br /> / <br /> , <br /> / <br /> / <br /> r, <br /> c/ <br /> /!o <br /> / <br /> , <br /> , <br /> ,rf <br /> cIi <br /> r ;J <br /> , <br /> / <br /> J <br /> r <br /> f/ <br /> / <br /> ; <br /> 1r2 <br /> EARTH N BERM PERFORATED DRAIPIE 2.1 2.1 <br /> WITHIN GEOTEXT LE_ WRAPPE <br /> ,DRAIN GRAVEL (ICF/LF SECTIO <br /> / <br /> N <br /> S <br /> EEB <br /> —r <br /> B <br /> SEE <br /> 30 r r <br /> BENCH w w <br /> DECK A <br /> CONTOUR TYP00 <br /> NOTE. w <br /> ui <br /> 1 . 4n CONCRETEWITH 6nx6N a <br /> #10x#10 WWM MAY BE USED 3 <br /> AS AN ALTERNATE MATERIAL SEE <br /> B12 <br /> TS SIDE SLPSTRIP DRAINS GEOCOMPOSITENON—SLOPE STRIP DRAINS 2 PLANGEOCOMPOSI <br /> NTS7 NTS EARTHEN BERM WITH <br /> ACSLOPE PROTECTION <br /> SEB BELOW) <br /> BM 5EARTHSN6 PLAN <br /> 00 <br /> rmon <br /> * PER PLAN 6 THICK AC D FROM 9 TO 12 MAX m <br /> IN SECTION A—A <br /> b 6 NTS VARIES 15r MIN ROAD BENCH VARIES <br /> PER PLAN b 3 FLOWLINE LP <br /> 6 PER PLAN <br /> /, fEARTHEN <br /> AC BRM TYP DVARIES <br /> 2 PROTECTION CTI N <br /> o 1 <br /> CL <br /> w , 6 THICK AC N 6 THICK AC <br /> 6u THICK AC FINISHED SURFACE PER PLAN TOP OF DOWNDRAIN <br /> 0F FINAL COVER <br /> oU <br /> NTS. 12 � 6 THICK AC SECTION A A <br /> Qoa <br /> , <br /> i <br /> .':. . ` <br /> . _ <br /> , <br /> �. <br /> / <br /> i <br /> _. <br /> r <br /> l <br /> 1 , <br /> ./. <br /> W <br /> 79/ <br /> G <br /> J r <br /> _ <br /> r <br /> / <br /> ,6 <br /> .} <br /> , ., <br /> 1 <br /> I1. <br /> /l <br /> lc/l <br /> lll_/l/fil <br /> i <br /> l <br /> I <br /> ` <br /> ' <br /> xx <br /> x <br /> W_ <br /> LII+.I <br /> I <br /> : <br /> I <br /> f/ <br /> I <br /> / <br /> x <br /> ' <br /> * <br /> ' <br /> �i <br /> ** <br /> ate/— <br /> P. <br /> , <br /> f <br /> r <br /> / <br /> t <br /> _ <br /> -S <br /> RlE <br /> E <br /> ) (D <br /> W <br /> E/3 <br /> NOTE. 1 . 4 CONCRETE WITH 6x6 x10x 1O <br /> MAY BE USED AS AN ALTERNATE MATERIAL SECTION B B L <br /> D <br /> _0_F(OZn- <br /> zF_ <br /> 0oJwo�o�az_'�, <br /> F�Qzzz <br /> n- <br /> .hcorndsb- <br /> , <br /> -- <br /> t <br /> 'ao <br /> C� <br /> � <br /> ��ornoNo <br /> cE <br /> 1 4 CONCRETE WITH 6 x6 x#1Ox�1O WWM NTS SEE NOTEE 1 >rI/ <br /> �I <br /> �i <br /> I, <br /> MAY BE USED AS AN ALTERNATE MATERIAL2. VALUES W, DN , AND b . ARE PERPLAN ABOVE NOTE. 4N CONCRETE WITH 6 x6Nx 10x 10 <br /> WWM MAY BE USED AS AN ALTERNATE MATERIAL <br /> 2 CSP OVERSIZE DRAINS MAY BE UTILZED O <br /> AS AN ALTERNATIVE DOWNDRAIN MATERIAL 0 <br /> 00 <br /> 00 <br /> Ln <br /> CID <br /> Ln <br /> w < t <br /> 0-)r¢OZO <br /> cy <br /> TRAPEZOIDAL CHANNEL/DOWNDRAIN SECTION 4 iTOP DECK BERM DRAINAGE INLET 5 DOWNDRAIN BENCH/ROAD CROSSING >— _wNT5 7NTS NTSJ -1 0NTS 7 ¢ ¢ _cmUO0m <br /> wm <br /> HDPE FLAT STOCK <br /> 3 WIDE X S LONG X 3/4 IN. THICK <br /> 102.0 HEAT BEND GRADE BREAK AT TOE <br /> 102.0 <br /> FG <br /> TOP DECK BERM <br /> LANDFILL FINAL 2.1 <br /> GRADES v? � � <br /> oo <br /> m3.1 z rn <br /> FINAL COVER SOLID 8" HDPE oz <br /> LCRS PIPE PROTECTIVEC V R <br /> SLOPE LINER o3 SEC ON2100.0. 100.0 BACKFILL AROUND z <br /> FG FG <br /> LEACHATE SUMP PIPE A5 WASTE _ s <br /> PUMP ACCESS THREADED v,w +� ¢FILL ADVANCES z o <br /> z 92 TY <br /> THREADED CAP SOLID HDPE RISE PIPE z_ms <br /> 3 � <br /> HDP YSIMETER / SOLID HDPE LCRS PIPE J <br /> PIPE ACCESS <br /> /WASTE PRISM 100.0 1.5 <br /> FG <br /> LCRS SE 1 .0xk TYPICAL, <br /> LCRS RISE � <br /> FG <br /> HEADWALL GEOTEXTILE WRAPPED 60 MIL kDPE <br /> MATERIAL ANCHTRENCH LAR _. GE MEM RA <br /> LLJ <br /> WE <br /> 6N SOLID HDPE _ <br /> 3:1 YSIMETER PIPELCRS MAIN LOW-PERM EA I ITY SOIL <br /> OIL 6LINE COLLECTOR <br /> . 2:1a � OwLOWPERMEABILITY S � {1x10 SCM SEC 0R GCL w <br /> (1x10 SCM SEC) 0RsGCL 2SIDE SLOPE LINER , : 0- <br /> SOLD HDPE PIPE OPTIONAL DEPENDING ON <br /> 102.0 0 xDRAINAGE LAYSRMATE IAL USED. Ow <br /> FG . w <br /> O%LINO E. <br /> SUCTION CUP LYSIMETER MAY BE UTILIZIED LCRS SUMP . 2' <br /> A AN ALTERNATIVE NE iFAPPROVED BY THE 7 ETYP.) O <br /> REGIONAL WATER QUALITY CONTROL BOARD 16 <br /> LCRS GRAVEL <br /> x60 MIL HDPEERLYSIMETER LINHDPE LCRS PIPE ELEVATI N .ARE RELATIVE) <br /> DIMENSIONSWILL VARY BASED 0N SUM TRIBUTARY AREA <br /> LEACHATECOLLECTION SUMP LCRS RISER SYSTEMLYSIMETER DETAIL 7 ER Ei 9 Sheeto{ <br /> . <br /> NTS NTS 7 <br /> Rev <br /> NTS <br /> 7 <br /> 7 <br /> G. dw G 2 <br /> Forward radon 9 934Sdb.dw 08 22 2001 1,,s <br /> .27 <br />