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. ... . _. . .._ ...... _..._..._ <br /> MATCHLINE EE HEET 4 <br /> LOPE VAR ,� , � i CONSTRUCTION NOTES <br /> 1 <br /> I � 11\111 11 <br /> V,33.8x34.5 OP _ 111111 x 116.8 x 130.6 111 x 130.8 x 130.4 O CLEAR AND GRUB; DISPOSE OF STRIPPINGS AT WORKING FACE <br /> 35.5 OE I 15 1111 11 PER OPERATIONS MANAGER <br /> 3x's i , `� 00 o 0 1111 t1 O2 CONSTRUCT FINAL COVER PER D-1 <br /> I r 1 11 e <br /> Ix I1. I x 116.2 1111 x 116.9 130 11 O CONSTRUCT NORTH TOE OF SLOPE FINAL COVER TRANSITION <br /> 11\ PER 2 <br /> 6.6:1 LOPE $ 11;1 <br /> x \ D-1 <br /> x 33.8 34.5 T I ft120 <br /> ® CONSTRUCT WEST TOE OF SLOPE FINAL TRANSITION PER <br /> ® I 1 x 117.0 <br /> x 35.3 T ® 1 120CONSTRUCT TOP OF SLOPE FINAL COVER TRANSITION PER7.9 xx ; x 116.5 PROTECT IN PLACE <br /> I x111s.3 REMOVE & SALVAGE EXIST LFG LINE/SUPPORTS, PROVIDE <br /> x 3 7 3\4.5 TO ® 6 LFG LATERAL I 11 I O TEMPORARY JUMPERS; <br /> RE-INSTALL <br /> X35. TO I 120 PHASING AND DETAIL SHEETSG SUPPORTS N3 LFG LINE PER <br /> 1 THROUGHG <br /> I ® PROTECT EXIST LFG LATERAL MANIFOLD- CUT & EXTEND PER <br /> x 33.2 I 1�0 SHEETS G-1 THROUGH G-13 <br /> GRAD ® $ O9 CONSTRUCT FINAL COVER SLOPE TRANSITION <br /> 3 <br /> I Wx L NE g 1 <br /> jp0 10 CONSTRUCT BENCH D51 <br /> x 31.9 2.4:1 SLOPk <br /> I ' 11 CONSTRUCT AC DOWNDRAIN BENCH CROSSING D81 <br /> 34.51 TO o go <br /> 5. TO ® 1 �o x x aa.s <br /> 88.7 12 x 88.4 CONSTRUCT DOWNDRAIN 6 <br /> 9 � \\ e 1 <br /> I I \ x 89.0 13 CONSTRUCT DOWNDRAIN ROAD CROSSING AT TOE OF SLOPE <br /> x � I <br /> x 33.5 I ® I \\ 14 CONSTRUCT 1/4 TON ROCK RIP-RAP PAD D 1 <br /> j V x 87.1\\ x 87.0 <br /> x 87.4 15 DAYLIGHT GRADING PER PLAN <br /> � \ 1 <br /> x o <br /> M 17 CONSTRUCT DOWN DRAIN INLETe <br /> • SLOPE 6 LFG LATERAL <br /> I x87Q SEE BELOW LEFT <br /> 3X8 ` 34.5 OP t . <br /> K 35.0 TOE I <br /> I A SS AD 1 : I x 87.3 3:1 s 6 � <br /> x A D RO TION ERM I 3 o To <br /> 34.5\TOE <br /> x 33.4 I \ 00 <br /> CH 00 <br /> 6.6 :1 SLOPE , ( / I OAD <br /> I S P_ 28.8x TO. 11 . 0 RAI ) <br /> / 28.sx o x 86.2 34.0 TO N\\ <br /> I 35.0 TO 34.5 TOE <br /> I ((! 27.3 xOVE G DE I a x 87.0 27.2 40 190 <br /> G UNE 7 BELOW RAD a <br /> :1 SLOPE x 3 9 I ' G H E 6 0 <br /> 34.0 TOP 6 LFG LATERAL 76 <br /> 90.1x GRAPHIC SCALE <br /> 34.5 TOE OP M <br /> x 33.6 I 50 25 0 50 100 <br /> n i <br /> 33.x8 � I � L• <br /> IN FEET <br /> 76.1 I ( ) <br /> x 27.3 <br /> x 27.3 g0 <br /> 3:1 S P TOP I <br /> 3 0 <br /> M <br /> 34. TOE I l <br /> 33.6 x 88.8 15 I I <br /> x <br /> 33.8 T CO <br /> ® CH x 27.9 x 80.8 <br /> 9 / 0 D <br /> I \\ 34.0 TO RAIN) � --- <br /> x 27 2 34.5 TOE 1� LEGEND <br /> \\BELOW RADE 40 0 <br /> lsFG HE 6 0 0 0 - - APPROXIMATE PROPERTY BOUNDARY <br /> x . <br /> calx 1650- EXISTING GRADE CONTOUR <br /> C.) <br /> Il / 3 .0 <br /> G I 1650--- FINISHED GRADE CONTOUR <br /> M <br /> x 33.7 o I / x 3 1652 FINISHED GRADE CONTOUR INDEX INTERMEDIATE <br /> 1 <br /> 34.1 - <br /> x ' I � � 87.9 - - - - - - - - TOP OR TOE OF SLOPE <br /> I Q 30 x x EXISTING FENCE <br /> x 27.3 <br /> I <br /> PARTIAL FINAL CLOSURE LIMIT <br /> TOP I I 2%- DIRECTION AND RATE <br /> OF SLOPE <br /> FINISHED BENCH <br /> 15 � If�G2a.1 <br /> I I x EXISTSEDIMENT <br /> SGP-1A <br /> BASIN I LFG MONITORING PROBE <br /> x 27.9 7 9 x 80.8 <br /> SEE ABOVE RIGHT <br /> �aQROFEss,o,� FORWARD LANDFILL <br /> A. sTi �F FINAL COVER <br /> BRYAN A. STIRRAT & ASSOCIATES a �� A STAGE IA PARTIAL FINAL CLOSURE CONSTRUCTION PLANS <br /> CONSULTING CIVIL & ENVIRONMENTAL ENGINEERS w No. 22631 m <br /> 1360 E. VALLEY VISTA DRIVE Exp. 12-31-05 z DESIGNED BY R.M.G. SCALE AS SHOWN <br /> DIAMOND BAR, CALIFORNIA 91765 DRAWN BY M.T.B./C.A.L. DATE 06-05 FILE NO.: 27992DB <br /> (909) 860-7777 �q� Ci �1 CHECKED BY R.M.G. DATE 06-05 <br /> N0. REVISION DESCRIPTION BY: <br /> APPROVED BY : B.A.S. DATE : 06-05 SHEEP 3 OF 26 <br />