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CONSTRUCTION NOTES <br /> J1 10 CLEAR AND GRUB; DISPOSE OF STRIPPINGS AT WORKING FACE <br /> PER OPERATIONS MANAGER <br /> x 36 <br /> x 767-- x x 36.7 x 37.6 1 <br /> �2 CONSTRUCT FINAL COVER PER D-1 <br /> I I I I I T-� O3 6 CONSTRUCT NORTH TOE OF SLOPE FINAL COVER TRANSITION <br /> PER e <br /> 33.0 SGP-10B /� O5 CONSTRUCT TOP OF SLOPE FINAL COVER TRANSITION PER D41 <br /> 32.5 <br /> PROTECT IN PLACE <br /> a ` , x 32.4/ \ I I x 32.8 I 1 - /� �7 REMOVE & SALVAGE EXIST LFG LINE/SUPPORTS, PROVIDE <br /> / \ x 32.9 �ii x 33.2 PHASING TEMPORY AND DETAJUMPELS;SHEETS GRE-INSTALL THROUGHSG AND LINE PER <br /> PROTECT EXIST LFG LATERAL MANIFOLD- CUT & EXTEND PER <br /> SHEETS G-1 THROUGH G-13 <br /> x 33-1 CONSTRUCT FINAL COVER SLOPE TRANSITION 3 <br /> x 32.4 <br /> x 32.4 \ �'/ / 10 CONSTRUCT BENCH D51 <br /> x 32.4 �- 11 CONSTRUCT AC DOWNDRAIN BENCH CROSSING D8 <br /> TA ENERGY <br /> 6 LFG LIE 12 CONSTRUCT DOWNDRAIN D-1 <br /> -- .-- POWER-P1111FS----- ---------- ------------------------------------ <br /> ------------------- -------- x 36.4 --------------------------._.`------------ 1 <br /> x 36.6 x 36.9 <br /> x 35.6 '�- B EAD --C-OVANTA ENERGY x 36.9 OVANTA EN RGJL 13 CONSTRUCT DOWNDRAIN ROAD CROSSING AT TOE OF SLOPE _ <br /> 14 RlEttt-tlNES E� /�- 6 LFG LINE <br /> 14 � 14 CONSTRUCT 1/4 TON ROCK RIP-RAP PADD_ <br /> BELOW GRADE C �-T T T T T T^TE4 <br /> 3 LFG HEADERS 6 7 LFG- Ell 16 CONSTRUCT TOP OF SLOPE TRANSITION AT DOWNDRAIN _ <br /> 50 50 I I I 510,11111, <br /> � 50 <br /> 50 <br /> 0 <br /> 60 <br /> _60 - <br /> 60 - so N <br /> 7p 70 <br /> 8 <br /> GRAPHIC SCALE <br /> o S 50 25 0 50 100 <br /> - - - - - - ( IN FEET ) <br /> 90 so 76.5 i � r� 16 5 <br /> f LFG87.0 FL ri/i /r x 90.7 so <br /> HP 5 <br /> LFG <br /> - - - - <br /> 1 <br /> x 3.J J_ x 89.3 6 WELL /iii/ riirr II ��� 89.5 FL - - - - ---� x <br /> ` 16 r����iii��r I FG LATERALS 6 ��� HP 5 - m <br /> \>\\ LFG <br /> 91.1 11 WELL <br /> // x 89.3 I 11111 x 90.8 <br /> --� 1 fG-f�fERAL�- /�// 6 LFG LATERALS I 111 <br /> ri/Iiirrr V I I I 111 <br /> rii rii/ I 1 <br /> 89.1 1 90 <br /> rill rill r/ 11 <br /> X110- x 87.0 x jr,// `� 6 LFG LATERALS ' 1 x 89.3 <br /> x x 89.0 <br /> LEGEND <br /> riiri�rrr 89. 11 <br /> (���� ri �� 1111 <br /> 120 \ APPROXIMATE PROPERTY BOUNDARY <br /> 1 650-- - <br /> x 86 9 � � EXISTING GRADE CONTOUR <br /> 130 � iii i� %i I x 86. 111 <br /> 1650- FINISHED GRADE CONTOUR <br /> 11111 x 87.4 x 87.1 i // x 1652 FINISHED GRADE CONTOUR INDEX INTERMEDIATE <br /> x 130.9 1 //� %� I x 87.0 1 1 86.9 - - - - - - - - TOP OR TOE OF SLOPE <br /> 1 i <br /> 1 x 132.4 /// /// x 6.8 ) 1 -� <br /> 11 ji <br /> 11 //r/r el III � 1 EXISTING FENCE <br /> 1 r// rr/ii I I i 1 <br /> !lI Jl i/rii/ x 86.8 j 1 PARTIAL FINAL CLOSURE LIMIT <br /> 11 <br /> x h 13f1.5 / // I 2% _ DIRECTION <br /> 1 J11J I I III 141 x OF SLOPE AND RATE <br /> 1 85.0 <br /> Ill JI x j I I x 85.3 x 85.2 111, 85.2 x 85.4 FINISHED BENCH <br /> 131.8 <br /> III 1 <br /> to <br /> x 85.3 111 SGP-1A <br /> I IIII f 1 LFG MONITORING PROBE <br /> o I rn I i III 1 <br /> QROFEssi FORWARD LANDFILL <br /> N. sTi� FINAL COVER <br /> BRYAN A. STIRRAT & ASSOCIATES a �� z STAGE IA PARTIAL FINAL CLOSURE CONSTRUCTION PLANS <br /> CONSULTING CIVIL & ENVIRONMENTAL ENGINEERS it No. 22631 m <br /> 1360 E. VALLEY VISTA DRIVE Exp. 12-31-05 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.: 27994DB <br /> (909) 860-7777 >F IV CHECKED BY R.M.G. DATE 06-05 <br /> NO. REVISION DESCRIPTION BY: I APPROVED BY B.A.S. DATE 06-OS SHEET 5 OF 26 <br />