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15' <br /> FINISHED / STAGE 18 PARTIAL <br /> SURFACE �\\\ 6 679 FINAL CLOSURE LIMIT <br /> PER <br /> l- <br /> - FINAL <br /> COMPACTED PLAN FINISHED 2 = COVER <br /> FINAL COVER SURFACE <br /> I=1 1=I 1= — —III—III—III—I a III 6" •'b" 6" <br /> 2 <br /> PER <br /> PLAN <br /> I— <br /> /\\i z ( T <br /> - X6" THICK AC <br /> EXISTING INTERIM EXISTING WASTE T <br /> COVER THICKNESS F <br /> VARIES - MINIMUM SCARIFY/ RECOMPACT EXISTING WASTE EXISTING WASTE <br /> OR NEW MATERIAL UPPER 6"OF EXISTING • b & D PER PLAN <br /> NOTE: INTERIM COVER F T FINAL 1 F <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 4 <br /> NTS p 1 NTS p 1 NTS p 1 NTS D 1 <br /> a BENCH 1 FINAL COVER <br /> C, WIDTH PER PLAN 24" HIGH - FULL 4-FOOT 20 <br /> N ' SPLASHWALL STAGE IB PARTIAL THICKNESS <br /> FINAL CLOSURE LIMIT---j BELOW DOWN 2 <br /> 40 1 a / (TyP.)eDRAIN FINISHED m FILL WITH GROUT <br /> LU ( 8' 12' SURFACE <br /> o j I/ w; TOP OF Lu <br /> �v 4" <br /> _; 4 ¢j CHANNEL - r a Z vl I v 8"x8 x16" BLOCK WALL <br /> CONTROL 'l 1 0l 2 - PER g <br /> B POINT FL OUTLET I 1 I1`I I I -- PLAN _ _ a al 17 14 BAR ® 16" O.C. <br /> '01e PER PUN � � 1=1�1 =1�I III—III —11 Q�! ��� — ��— 5 �I� <br /> _� •J+ � V�Q a III III—�I =r f1li�—_ — — 11 W IQ <br /> Ial 17 CHANNEL WALL <br /> , 6" THICK AC <br /> o' 1 <br /> SEE �I SEE 4 cul �� �� <br /> 12 24 DEEP <br /> CONCRETE REFUSE REMOVAL FINAL 1 EXISTING WASTE <br /> CUT-OFF WALL COVER _ <br /> TO ACCOMMODATE <br /> DOWN DRAIN INLET <br /> PLAN <br /> 6 VARIES 8+b TO 17.6+b FINAL COVER SLOPE TRANSITION 7 SPLASH WALL 8 <br /> 12" <br /> D1 D1 <br /> FINISHED GRADE PE NTS <br /> SLOPE PER PLAN 2;1 VARIES PLAN 12"DEEP PER PLAN DOWNDRAIN 4 <br /> -�- -� - LIFT AC -� OR CHANNEL TR DOWNDRAICH <br /> g � � i I TRAPEZOIDAL CHANNEL <br /> '1 <br /> VARIES 15 I 1 l 1 FINAL <br /> 6"AC CONFORM SUBGRADE OF G (� 4"CLASS ? BASE SACKED CONCRETEI-2 <br /> - COVER <br /> SECTION A-A ^11 CHANNEL OUTLRIPRAP TO ET OVER�} OVER 12 OZ/SY EROSION CHECK 3 <br /> 3' BENCH 3' GB PER d, GEOTEXTILE PER <br /> J WIDTH PER PLAN PUN CONCRETE 4 �� 2.02 PLAN <br /> 2 I SLOPE 3% CUT-OFF WALL d' - - - 1i <br /> QO O Q EVEL LINE <br /> PER PLAN <br /> LP HINGE TOP OF 4 l 1 -FINISHEDFLOGRADE <br /> PE PL4N POINT DOWNORAIN FL OUTLET " U _ <br /> D (VARIES)-, PER--._-PLAN PER PLAN 1� I - - I I=I I =1 I I=1I I=I!-1 I I=J I I=-== <br /> .-� PER PLAN -1I 11= 1 = _ — I=1 I -i =111=1 1=1 -i 1- <br /> 3% 2 2 I <br /> I 1 l PER PLAN <br /> 6"AC <br /> AC <br /> NOTE: <br /> SECTION B-B MAINTAIN 4-FEET (TOTAL) SOIL T <br /> -PER PLAN COVER UNDER BENCH CROSSING -16 OZ GEOTEXTILE <br /> ••D VARIES FROM 1'AT FLOWLiNE TO REFUSE EXCAVATION MAY BOTTOM AND SIDES COVER <br /> NECESSARY TO MAINTAIN 4.0.0 PLACED ON THE <br /> FINAL <br /> D=2'+(0.03)x(BENCH WIDTH IN FEET) " SOIL <br /> COVER SECTION BELOW BOTTOM OF CLASS 500 LB RIPRAP <br /> AT THE SLOPE HINGE POINT CROSSING M <br /> AC DOWNDRAIN / CHANNEL BENCH CROSSING 5 OWNDRAIN INLET 6 RIP RAP PAD 9 ACCESS ROAD 10 <br /> NTS p 1 NTS p 1 NTS Dlj NTSD 1 <br /> /� p c PREPARED BY: aPRDress,q�,q FORWARD LANDFILL <br /> REPUBLIC SERVICES clvrarnww�m«,r� yE`AcUI i STAGE 1B PARTIAL FINAL CLOSURE PROJECT <br /> FORWARD LANDFILL INC SWTEN`9* r " : o$ �� No..,93,� DETAIL SHEET D, <br /> 9999 S. AUSTIN ROAD 600-C SOUTH ROCHESTER AVENUE * a DESIGNED BY: RVIG SCALE AS SHOWN <br /> * : <br /> MANTEC 6-2011 FILE NO.: <br /> CALIFORNIA 95336 ONTARIO, CALIFORNIA 91761 �q I ,F R r CHECKED BY :DRAWN BY:JPJ DATE DATE : 6-2011 <br /> NO. REVISION DESCRIPTION BY: (800) 200 4-4242 0 FORWARD, INC. (2011) PREPARED UNDER THE SUPERVISION OF DATE JAPPROVED BY: DATE : 6-2011 FIGURE 4 <br /> r�Frtoxarw.<o wsr�romwro�n.cc.e ttcsuaVrxnrwwrsysw rva-a..a s"cn o, <br />