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1 x 33.8 <br />x 33.2 <br />33.8x <br />3X.8 <br />x 331x7 <br />x 31.9 <br />34.5 TO <br />35.5 tO <br />6.6:1 LOPE <br />34.5 <br />35.3 <br />`1 \ 27.9 x <br />1 <br />33.8 <br />x <br />x <br />FL GRADE <br />x L FL,NE 6 1 1 <br />'1 <br />1 SLOPS I <br />fl <br />34.5 TO 1 <br />Rd TO 1' 4 <br />I <br />I XGQESS ROAD <br />x A D 7IVI <br />ROTION ER <br />x 33.4 I J <br />I <br />6.6/ :1 SLOPE <br />x 33.6 <br />33.8 <br />x <br />33.6 <br />x 33.8 <br />x 33.7 <br />X4.1 <br />S P -RA 28.8x 34.5 TOA <br />35.0 TO <br />7/27.3 x BOVE GRADE <br />L G LINE 7 <br />5:1 SLOPE x 3 9 <br />34.0 TOP <br />34.5 TOE 1 <br />x 27.3 <br />3:1 SLOP 31w TO <br />34.5\TOE <br />I \\ 34.0 TO 34.5 TOE <br />x 27.2 <br />BELOW GRADE <br />G HEAD 6 <br />0 <br />r7 <br />o <br />M <br />x 27.3 <br />m <br />TOP <br />`5 <br />I x 27.9 <br />LFG <br />NO. REVISION DESCRIPTION I BY: <br />ilim <br />M <br />a <br />1� <br />x 87.0 <br />x 86.2 <br />11` CONSTRUCTION NOTES <br />L130 <br />0.6 i;l x 130.8 x 130.4 Oj CLEAR AND GRUB; DISPOSE OF STRIPPINGS AT WORKING FACE <br />1\ PER OPERATIONS MANAGER <br />CONSTRUCT FINAL COVER PER D1 1 <br />1 <br />1` 3O CONSTRUCT NORTH TOE OF SLOPE FINAL COVER TRANSITION <br />PER <br />D-1 <br />CONSTRUCT WEST TOE OF SLOPE FINAL TRANSITION PER( <br />120 O CONSTRUCT TOP OF SLOPE FINAL COVER TRANSITION PER p 1 <br />x 116.5 I © PROTECT IN PLACE <br />O7 REMOVE & SALVAGE EXIST LFG LINE/SUPPORTS, PROVIDE <br />TEMPORARY JUMPERS; RE -INSTALL SUPPORTS AND LFG LINE PER <br />PHASING AND DETAIL SHEETS G-1 THROUGH G-13 <br />O8 PROTECT EXIST LFG LATERAL MANIFOLD- CUT & EXTEND PER <br />SHEETS G-1 THROUGH G-13 <br />[� CONSTRUCT FINAL COVER SLOPE TRANSITIONe <br />10 CONSTRUCT'BENCH D51 <br />s <br />11 CONSTRUCT AC DOWNDRAIN BENCH CROSSING D-1 <br />x 88.8 x 88.4 12 CONSTRUCT DOWNDRAIN D6, <br />\ x 88.7. 1 <br />\ <br />x 87.1\\ <br />\ <br />x 89.0 13 CONSTRUCT DOWNDRAIN ROAD CROSSING Al TOE OF SLOPE e <br />14 CONSTRUCT 1/4 TON ROCK RIP -RAP PAD D31 <br />x 87.4 x 87.0 15 DAYLIGHT GRADING PER PLAN <br />17 CONSTRUCT DOWN DRAIN INLET1 3 <br />BRYAN A. STIRRAT & ASSOCIATES <br />CONSULTING CIVIL & ENVIRONMENTAL ENGINEERS <br />1360 E. VALLEY VISTA DRIVE <br />DIAMOND BAR, CALIFORNIA 91765 <br />(909) 860-7777 <br />N <br />GRAPHIC SCALE <br />50 25 0 50 100 <br />( IN FEET ) <br />LEGEND <br />- - APPROXIMATE PROPERTY BOUNDARY <br />1650 EXISTING GRADE CONTOUR <br />7650-- FINISHED GRADE CONTOUR <br />1652 FINISHED GRADE CONTOUR INDEX INTERMEDIATE <br />'37-9 <br />- - - - - - - - TOP OR TOE OF SLOPE <br />X X EXISTING FENCE <br />PARTIAL FINAL CLOSURE LIMIT <br />2% - DIRECTION AND RATE <br />OF SLOPE <br />FINISHED BENCH <br />SGP -1A LFG MONITORING PROBE <br />FORWARD LANDFILL <br />oQRaFEss/. <br />N. sT7� �Fy <br />FINAL COVER <br />STAGE IA PARTIAL FINAL CLOSURE CONSTRUCTION PLANS <br />No. 22631 <br />Exp. 12 -31 -OS <br />m <br />DESIGNED BY R.M.G. <br />SCALE AS SHOWN <br />DRAWN BY : M.T.B./C.A.L. <br />DATE 06-05 FILE NO.: 27992DB <br />s� CI t <br />CHECKED BY: R.M.G. <br />DATE 06-05 <br />3 OF 26 <br />APPROVED BY B.A.S. <br />DATE 06-05 SHEET <br />