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s, ,^� I a.e <br />LINT oR 1 i MATCHLINE -SEE GR�►D11�1G <br />2 T N 70' �3 AND DRAINAGE PL 2 <br />ePPRtX ATE 1 "( Y )._ 4 1 T 8 <br />z. Imo... O O \ <br />RTIA LOS 1 L{ 6 A <br />+ �.s '' X 1. <br />ENC 1 1 <br />LEVJ i I <br />X 1 3.2 a X 134.9 <br />4,0 <br />x 133.1-' X 149.3 / <br />%j <br />/ <br />sa t� 1 I <br />I <br />b ( / X 139.3 <br />42, 1 <br />KS <br />P I <br />(ELEV 35.0). i 1 . " ! i i i i 1 1 �O x 13 1 . X 131D 1 1 X 147.0 <br />0 <br />-LJ I1 <br />x 1 0.7 <br />HIIsl - f J1H17 1Li� /N1ViL X 130.9 X 131.6 X 132 <br />1 <br />CLD RE L!M <br />p <br />LIN of J I XANCH R `�;:� � ` ! � `� ? i j � i ! X 28.7 <br />T H t T II <br />r.. l <br />x I I <br />X 1 3 71. X 129.7 , X 130.1 X 131.2 <br />B <br />X`28, sD <br />SEDIMENT 41.2 <br />BASIN I TOP <br />39.2 <br />9 FL <br />15'x15' <br />X 28.� — <br />8 <br />4L=15' r <br />b=5.0 <br />Fol <br />U — <br />EXISTING <br />LINER LIMIT <br />rill% <br />WMU-F WEST <br />LEACHATE POND , <br />V <br />X_ -- <br />107 <br />NO. REVISION DESCRIPTION BY: <br />um <br />Lm <br />110 <br />100- <br />5.5 00 <br />m <br />X 130. <br />X 145.4 <br />5.5 <br />X 37.2�- <br />X 14' <br />X 147.1 <br />X 144.6 <br />X 142.7 <br />SCALE: 1"=50' <br />CONSTRUCTION NOTES <br />O CLEAR AND GRUB <br />2O PROTECT IN PLACE <br />3O CONTRACTOR TO POTHOLE AT EXISTING COVER <br />JOIN TO VERIFY JOIN LOCATION <br />O5 CONSTRUCT WEST TOE OF SLOPE FINAL ,, --6 <br />COVER TRANSITION D2 <br />O6 CONSTRUCT 4" AC OVER 6" CLASS 2 6 <br />BASE ACCESS ROAD D2 <br />7O CONSTRUCT MONOLITHIC SOIL FINAL 1 <br />COVER D 1 <br />O8 CONSTRUCT CONCRETE CUT-OFF WALL 4 <br />D2 <br />O9 CONSTRUCT RIP -RAP PAD e <br />D1 <br />11 CONSTRUCT DOWNDRAIN/TRAPEZOIDAL 4 <br />CHANNEL— <br />CONSTRUCT <br />HANNEL CONSTRUCT FINAL COVER SLOPE 7 <br />TRANSITION D1 <br />13 CONSTRUCT BENCH SECTION 2 <br />D1 <br />14 CONSTRUCT ACCESS ROAD 10 <br />D1 <br />15 CONSTRUCT UNCLASSIFIED FILL SOIL RAMP <br />16 RELOCATE FENCE AS NECESSARY TO ENABLE <br />CONSTRUCTION OF FILL SLOPE <br />17 CONSTRUCT TOP OF SLOPE FINAL COVER 3 <br />TERMINATION D1 <br />21 CONSTRUCT CHANNEL TO MODIFIED ACCESS 1 <br />ROAD CROSSING/DOWNDRAIN TRANSITION D3 <br />22 CONSTRUCT SPLASHWALL S <br />D1 <br />X X ____X.._e, .X X X X X�__... X X_ - NOTE: SEE SHEET NO. 2 FOR LEGEND <br />PREPARED BY: FESS/ FORWARD LANDFILL <br />QEtO <br />REPUBLIC SERVICES <br />Civil &Environmental i�P�4 A OU< STAGE 1 B PARTIAL FINAL CLOSURE PROJECT <br />swrEngineering a No. a,sa, `� m GRADING AND DRAINAGE PLAN 1 <br />FORWARD LANDFILL, INC T <br />9999 S. AUSTIN ROAD <br />MANTECA, CALIFORNIA 95336 <br />(800) 204-4242 <br />800-C SOUTH ROCHESTER AVENUE <br />ONTARIO, CALIFORNIA 91761 <br />© FORWARD, INC. (201 1) PREPARED UNDER THE SUPERVISION Ur <br />DESIGNED BY : RMG SCALE AS SHOWN <br />DRAWN BY : JPJ DATE 6-2011 FILE NO.: <br />CHECKED BY DATE 6-2011 <br />DATE APPROVED BY DATE 6-2011 <br />c \rrcvdc�u\Hwcv Wi TL\rvma+rtu\JINbL TO r"i — an.woa, i <br />