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APPROXIMATE STAGE 1A /� 0 — <br /> __� PARTIAL CLOSURE LIMIT 2-1 10 2 <br /> 4 ' 20 3 —— <br /> 23 10 ' — 100 3.6% <br /> 2-1 <br /> 3 D% Z ���v 13 1 <br /> _ �� v 7 <br /> 3 0%� \ 110 —1 O, 50 25 0 50 loo 15c <br /> \00 T� J. — 11 D=1.5' <br /> E� o Q < o z= <br /> i 10ti re 1 13 120 SCALE '*'=5C' <br /> _ F ode 7 CONSTRUCTION NOTES <br /> 0 j 13 � CLEAR AND GRUB <br /> i <br /> PROTECT IN PLACE <br /> b=1.0140 I � plb7, <br /> I 11 D=1.5' '`!�O O3 CONTRACTOR TO POTHOLE AT ExISTING COVER <br /> Z=1 JOIN TO VERIFY JOIN LOCATION <br /> CONSTRUCT DOWNDRAIN INLET REMOVAL/ <br /> V17 LJ JOIN <br /> � D2 <br /> p 18 <br /> 2.1 L=6 © CONSTRUCT 4"AC OVER 6' CLASS 2 6 <br /> IBASE ACCESS ROAD <br /> D2 <br /> I <br /> i L=30' CONSTRUCT MONOLITHIC SOIL FINAL <br /> Q �I <br /> COVER Dt <br /> / Tp_� <br /> 20 I I -o�p 17 STAGE 1B PARTIAL l10 CONSTRUCT AC DOWNORAIN/CHANNEL 5 <br /> 13 <br /> fI\) <br /> 3 / O�1 1 CLOSURE LIMITS BENCH CROSSING D1 <br /> I 146� I W 1} CNSTRUCT DOWNDRAlN/TRAPEZO/DAL <br /> ANNEL <br /> I IOP Iii 1060 j 13 CONSTRUCT BENCH SECTIOr2—) <br /> D1 <br /> V D1 <br /> ry o I 14 CONSTRUCT ACC10 <br /> ESS ROAD <br /> 1 0 ' LL <br /> I'� 17 CONSTRUCT TOP OF SLOPE FINAL COVERK3-\ <br /> = I -- W TERMINATION D1 <br /> v �I � 6 <br /> CC) <br /> 18 CONSTRUCT DOWNDRAIN INLET D1 <br /> 2I� W 20 FCONSNALTCOVER JOIN STAGE 1A / STAGE 18 SLOPE <br /> m (-1 b=2.0 Z D2 <br /> i 1 D=2.0 J 22 CONSTRUCT SPLASHWALL D1 <br /> Z=1 V 23 CONSTRUCT SETTLEMENT MONUMENT D2 <br /> APPROXIMATE STAGE 1A � I) � t 4 I ♦— <br /> PARTIAL CLOSURE LIMIT— I I 0 Q <br /> X46 <br /> I jOP <br /> I <br /> I ra<I <br /> I M <br /> MI IIID 2:1 <br /> 2:1 <br /> I I 144 <br /> lop <br /> 13 <br /> 17 <br /> STAGE IS PARTIAL <br /> 1 I CLOSURE LIMIT <br /> : I <br /> I <br /> 7 <br /> I }a2.0 <br /> lop <br /> I <br /> 1 <br /> 20 I EXISTING LINER LIMIT <br /> I <br /> t <br /> 3 7 <br /> 14 2:1 2 140.0 <br /> IOP <br /> I In b=2.0 <br /> 5 i 6 F 11 D_2.0 0 _ NOTE: SEE SHEET NO. 2 FOR LEGEND <br /> MATCHLINE SEE FIGURE 7 <br /> PREPARED BY: Pp�ESSipH FORWARD LANDFILL <br /> REPUBLIC SERVICES crorraFinaonmenr� =��r��`A�U�r� STAGE 7 B PARTIAL FINAL CLOSURE PROJECT <br /> � "� � � GRADING AND DRAINAGE PLAN 2 <br /> FORWARDLANDFILL, INC Engineering a n° HBB a DESIGNED BY-: RMG SCALE AS SHOWN <br /> 9999 S. AUSTIN ROAD 800—C SOUTH ROCHESTER AVENUE A DRAWN BY : JPJ DATE 6-2011 FILE NO: <br /> MANTECA, CALIFORNIA 95336 ONTARIO, CALIFORNIA 91761 sgrF l Epp CHECKED BY : DATE : 6-2011 <br /> (800) 204-4242 C FORWARD, INC. (2011) PREPARED UNDER THE SUPERVISION OF DATE APPROVED BY : DATE : 6-2011 FIGURE 8 <br /> N0. REVISION DESCRIPTION BY: r�Pnwms+ni�c w.sc�r°m+w�nwc,e c.osurcucwvcs�e rM.-w.o°c Pua v <br />