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TLIN R ANC 0 MATCHLINE - SEE FIGURE 8 <br /> i 2 TR NCH <br /> APPROXIMATE STAGE IA - i (E 70. ) 1 <br /> PARTIAL CLOSURE LIMIT 6 680 13 it TOp-0 <br /> g f LINER NCHD <br /> � 2 TRENC o 0 0 <br /> (ELEV 60.0) "+ <br /> LINER AN HOR ol <br /> ll'l o <br /> \\ 2 TRENCH h <br /> 7 (ELEV 50,0) 14 <br /> 1NER AN OR I <br /> a e 2 TRENCH 7 ' GB <br /> 50 25 0 50 roc 5e <br /> (ELEV 4 .0) <br /> 6 LINER ANCHOR 2:7 SCALE 1"=50' <br /> z (REN H - - <br /> \\ -- (ELE 40.0) =2.0' CONSTRUCTION NOTES <br /> I �I - - <br /> b=2. 11 0=2.D' �I <br /> 2 I O1 CLEAR AND GRUB <br /> 11 -2. PROTECT IN PLACE <br /> LINER ANCHOR , =1 � 7 36 D <br /> TRENCHCONTOp <br /> AT <br /> OLE <br /> 46 <br /> (ELEV 35.0) .0 \ 46 2 FL V 17 O JOIN T D TVERIFY JOINHLOCATIONxISTlNG COVER <br /> OR <br /> 1 44. <br /> TOPI j m <br /> ,I OF SLOPE f1NAL <br /> BCO <br /> COVER TRANSITION <br /> 1 D2 <br /> ED I 0 CONSTRUCT 4"AC OVER 6" CLASS 2 <br /> 5 ''I o BASE ACCESS ROAD 6 <br /> D2 <br /> �' D CONSTRUCT MONOLITHIC SOIL FINAL <br /> J / STAGE 18 PARTIAL COVER <br /> CLOSURE LIMIT D1 <br /> 4 <br /> 11 ® CONSTRUCT CONCRETE CUT-OFF WALL D2 <br /> O CONSTRUCT RIP-RAP PAD <br /> CONSTRUCT DOWNDRAIN/TRAPE201DAL r4� <br /> LINER ANCHOR + 7 ) CHANNELpi <br /> TRENCH O' / <br /> (ELEV 35.0) I 12 CONSTRUCT FINAL COVER SLOPE <br /> t 111 TRANSITION <br /> DI <br /> 12Z MAX / I1 <br /> 14 13 � ` )3 CONSTRUCT BENCH SECTION D1 <br /> CONSTRUCT ACCESS ROAD D1 <br /> 7 <br /> 2:1 CONSTRUCT UNCLASSIFIED FILL SOIL RAMP�X \ "� I O <br /> `\ 16 RELOCATE FENCE AS NECESSARY TO ENABLE <br /> X ' N CONSTRUCTION OF FILL SLOPE <br /> 1 i 7 CONSTRUCT TOP OF SLOPE FINAL COVER <br /> TERMINATION— D1 <br /> 16 m n Q1 2l CONSTRUCT CHANNEL TO MODIFIED ACCESS <br /> B 12 ROAD CROSSING/DOWNDRAIN TRANSITION <br /> D3 <br /> 8 <br /> 6D b 22=2 GB ' CONSTRUCT SPLASHWALL Dl <br /> 5 6 1 1 0=2 0' <br /> 7=1 <br /> SEDIMENTS 41.2 21 <br /> BASIN TOP ws <br /> g 39922 40.0 21 <br /> FL <br /> 15'x 15' 54 <br /> FL 5 i <br /> i <br /> 1 FL/ <br /> b=5.0' I <br /> 53.5 12 <br /> D=2.0"11 ) I 12 I` FL <br /> z=1 57.0 �' SEE 5 <br /> X_ FS D3 <br /> 1 <br /> x I 15 <br /> 2 <br /> EXISTING I <br /> LINER LIMIT J <br /> I <br /> X <br /> I <br /> 0 <br /> WMU-F WEST <br /> LEACHATE POND <br /> X <br /> - . <br /> —X—X) NOTE: SEE SHEET NO. 2 FOR LEGEND <br /> X X X X X X X X <br /> PREPARED By: PaofEssi FORWARD LANDFILL <br /> REPUBLIC SERVICES CtVtaE,w,ml,nenta! ,`��E`A C STAGE 1B PARTIAL FINAL CLOSURE PROJECT <br /> FORWARD LANDFILL, INC a GRADING AND DRAINAGE PLAN 1 <br /> �a�T Engi/reE/inq 4` ( No °'9e' DESIGNED BY : RMG SCALE As SHOWN <br /> 9999 S. AUSTIN ROAD 800-C SOUTH ROCHESTER AVENUE \�` t DRAWN BY :JPJ DATE : 6-2011 FILE NO.: <br /> /MANTECA CALIFORNIA 95336 ONTARIO, CALIFORNIA 9176t i`,ryq Fes=` CHECKED BY DATE : 6-2011 <br /> (800) 204-424.2 C FORWARD, INC. (2011) PREPARED UNDER TME S�ERV5IDN OF DATE APPROVED BY: DATE '. 6-2011 FIGURE 7 <br /> NO. REVISION DESCRIPTION BY: <br /> z�vrroicc,sµccn w.scvoxw.ao,.s.cc:e noxwc ��mczvw,rvn-cnwwc , <br />