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15' <br /> FINISHED STAGE 18 PARTIAL <br /> SURFACE 6.679 FINAL CLOSURE LIMIT <br /> PER 1 FINAL <br /> COMPACTED PLAN FINISHED 2 COVER <br /> FINAL UVVtM SURFACE 41-11 _1 11-1 6" "b" 6" <br /> _5 I�15=1 I 1— 2 <br /> PER <br /> PLAN <br /> Z <br /> T6 <br /> 6" THICK AC <br /> EXISTING INTERIM EXISTING WASTE <br /> COVER THICKNESS� <br /> VARIES - MINIMUM SCARIFY/ RECOMPACT \-EXISTING WASTE EXISTING WASTE <br /> OR NEW MATERIAL F UPPER 6" OF EXISTING b & D PER PLAN <br /> INTERIM COVER TFINAL <br /> NOTE: <br /> SLOPE COVER THICKNESS SHALL COVER <br /> BE MEASURED VERTICALLY <br /> FINAL COVER SECTION 1 BENCH SECTION 2 TOP OF SLOPE FINAL COVER TERMINATION 3 AC DOWNDRAIN TRAPEZOIDAL CHANNEL <br /> NTS p 1 NIS p 1 NTS p 1 NIS <br /> Ld 1 FINAL COVER <br /> EL BENCH 20' <br /> 24"HIGH FULL 4-FOOT <br /> WIDTH PER PLAN SPLASHWALL STAGE 113 PARTIAL THICKNESS <br /> (TYP.) 8 FINAL CLOSURE LIMIT BELOW DOWN Zg <br /> DRAIN <br /> Qm FINISHED <br /> 12 SURFACE FILL WITH GROUT <br /> 8' <br /> V1_ <br /> TOP OF 4" <br /> 4' CHANNEL Q Z VI 8"x8"xI6"BLOCK WALL <br /> CONTROL 2 PER t <br /> DINT 7: FL OUTLET 1=I Fp I I- PLAN "I Iv BAR 0 16" D.C. <br /> III III-I <br /> PER PLAN1-_1 5 <br /> Jb <br /> 3% V <br /> 0: CHANNEL WALL <br /> N1T 6" THICK AC <br /> I I <br /> "IEE 04)\1 SEE <br /> V V V <br /> 12x 24" DEEP <br /> CONCRETE FINAL 1 EXISTING WASTE <br /> CUT-OFF WALL REFUSE REMOVAL COVER <br /> TO ACCOMMODATE <br /> DOWN DRAIN INLET <br /> PL4 <br /> VARIES B+b TO 17,6+b FINAL COVER SLOPE TRANSITION SPLASH WALL <br /> 6'1 12 FINISHED GRADE PER DOWNDRAIN NIS NIS <br /> 6 SLOPE PER PLAN 2:1 VARIES PLAN 12" DEEP ER PLA <br /> AC <br /> LIFT A OR CHANNEL TRDOWNDRAIN/TRAPEZOIDAL CHANNE0,- <br /> D** <br /> 7 1 <br /> VARIES 15' <br /> (i)FINAL <br /> 6"AC CONFORM SUBGRADE OF COVER <br /> SECTION A RIPRAP TO ACCOMMODATE 4" CLASS 2 BASE SACKED,CONCRETEr2 <br /> CHANNEL OUTLET OVER 12 OZISY EROSION CHECK <br /> 3 <br /> EL <br /> BENCH 3' GB PER n GEOTEX77LE PER <br /> WIDTH PER PLAN 39 CONRTE es 2.0% PLAN <br /> PLANi 11 1 <br /> SLOPE 00 DOO CUT-COFEF WALL EL EVEL LINE <br /> 2 FLOWLINELP, HINGE TOP OF FINISHED GRADE PER <br /> I PER PLAN POINT DOWNDRAIN FLOUTLETPLAN <br /> (VARIES)** PER PLAN\ PER PLAN =I I _ I I I—I I(—III—_ <br /> PER PLAN <br /> 3ZG8 2 <br /> A <br /> PER PLAN <br /> 6"AC <br /> NOTE: <br /> SECTION B-B MAINTAIN 4-FEET (TOTAL) SOIL <br /> COVER UNDER BENCH CROSSING 1 16 OZ GEOTEXTILE <br /> -PER PLAN REFUSE EXCAVATION MAY BE PLACED ON THE FINAL <br /> NECESSARY TO MAINTAIN 4.0' SOIL BOTTOM AND SIDES COVELR <br /> D=2'+(0.03)x(BENCH WIDTH IN FEET) OVER SECTION BELOW BOTTOM OF COV <br /> "0 VARIES FROM I'AT FLOWLINE TO C CLASS 500 LB RIPRAP ER <br /> AT THE SLOPE HINGE POINT CROSSING <br /> AC DOWNDRAIN / CHANNEL BENCH CROSSING 5 DOWNDRAIN INLET6 RIP RAP PAD 9 ACCESS ROAD ri <br /> NIS p 1 NTS p 1 NIS p 1 NIS \IaV <br /> PREPARED BY: E S,G FORWARD LANDFILL <br /> .dowk, REPUBLIC SERVICES Civil&Environmental A, STAGE 18 PARTIAL FINAL CLOSURE PROJECT <br /> FORWARD LANDFILL, INC SwrEngineeling N..41981 DETAIL SHEET D1 <br /> DESIGNED BY: RMC SCALE :AS SHOWN <br /> 9999 S. AUSTIN ROAD 800-C SOUTH ROCHESTER AVENUE DRAWN BY :JPJ �TE : !-2011 1 FILE NO.: <br /> MANTECA, CALIFORNIA 95336 ONTARIO, CALIFORNIA 91761 it 1 civ <br /> (800) 204-4242 Q-_x CHECKED BY DATE 6 <br /> NO. REVISION DESCRIPTION BY: 0 FORWARD, INC. (2011)1 PREPARED UNDER THE SUPERVISION OF DATE JAPPROVED By IDATE : 6j'"1 <br /> —.11j FIGURE 4 <br /> Z:\­\AL11ED­E\­\­10 ­-o 1­1 11 <br />