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15' FINISHED / STAGE 1B PARTIAL SURFACE 6.67q FINAL CLOSURE LIMIT PER _ — — — 1 FINAL \\\/ %\�\\ FINISHED _ I I 1IIIIII—III— — _ COVER COMPACTED PSN \\ \�\\�\\ \ SURFACE 2 11=1 11=1 ( 1=1 I IEI 11= FINAL COVER 1 ��/\\�/\/\�\\�/\�\� L ll_ 11—=I 11=1 I 1=1 I I »b» 6» =1 I I=1 — =1 11=1 11=1 1 11 11=1 11=I 11= 11 2 \� PER j PLAN III=III=III= Eli r=11 % �'�` ; �� y� y� �y% Z I=1 �y , T6 \ � y I iIIII 1I 6" THICK AC EXISTING INTERIM �l EXISTING WASTE COVER THICKNESS VARIES SCARIFY/ RECOMPACT EXISTING WASTE EXISTING WASTE UPPER 6" OF EXISTING * b & D PER PLAN INTERIM COVER FINAL 1 NOTE _ SLOPE COVER THICKNESS SHALL COVER BE MEASURED VERTICALLY FINAL COVER SECTION 1 BENCH SECTION 2 TOP OF SLOPE FINAL COVER TERMINATION 3 AC DOWNDRAIN / TRAPEZOIDAL CHANNEL 4 NTS D 1 NTS D 1 NTS p 1 NTS p 1 W 1 FINAL COVER BENCH 20 WIDTH PER PLAN 24" HIGH STAGE 18 PARTIAL - FULL 4-FOOT cn SPLASHWALL THICKNESS TYP) FINAL CLOSURE LIMIT BELOW DOWN Q ( o $ � DRAIN FINISHED w Q e 8' 12' SURFACE m! W FILL WITH GROUT Q � -11 o I LOU TOP OF ujl-j F= � 4» 4 Q CHANNEL 1 Z VI. I p 8"x8»x16" BLOCK WALL POINCO TROL til col FL OUTLET 1 2 III=III ) I I PLgN QwPER � _ _ 4 a1. Ip #4 BAR ® 16" O.C. B �I I B PER PLAN � I=� I�1 I�I=I�I � 1 5 `rte I I =I4' I -=1-I- ��Qs I I I I I I-1 I III—III 1 N la 3% _ I_I I I I ! I-3gI1 I I�I I I_I I I_I I I—III 1= 111 1 1 1 1 11 11—1 I II 11=1 I I_ _ V II p L CHANNEL WALL i� i`1��. 6" THICK AC EE 4 I ela� ^ SI I 1=IIII 11= y,�� SEE \ I=1 I I=III V .V V. ° . d Q 12»x 24" DEEP �i ` 18„ V CONCRETE �� FINAL 1 EXISTING WASTE CUT-OFF WALL REFUSE REMOVAL % COVER TO ACCOMMODATE - DOWN DRAIN INLET PLAN FINAL COVER SLOPE TRANSITION 7 SPLASH WALL 8 6» VARIES 8+b TO 17.6+b NTSNTS 12" I I D1 D1 FINISHED GRADE I I IPER j SLOPE PER PLAN I 2:1 VARIES L PLAN 12" DEEP PER PLAN DOWNDRAIN LIFT ACI OR CHANNEL /-4---,\ AC DOWNDRAIN/ 4 TRAPEZOIDAL CHANNEL - ID** 1 r I I I N VARIES 15' i 1 FINAL 6" AC I I I CONFORM SUBGRADE OF _ COVER SECTION A—A I I RIPRAP TO ACCOMODATE OOU � 4 CLASS 2 BASE SACKED CONCRETE 2 11 CHANNEL OUTLET O O�OO Z OVER 12 OZ/SY EROSION CHECK D3 GB PER O g GEOTEXTILE 3' BENCH 3' o: 0 � 4 PER WIDTH PER PLAN PI 4N CONCRETE 4 �� O 2•0y 1 PLAN SLOPE 4 3�_ - - - - CUT-OFF WALL D2 Q 00�� 00� Q LEVEL LINE ? III 2 FLOWLINELP HINGE TOP OFPER I I FINISHED GRADE o0U0�o0 PLAN 1 PER PLAN POINT DOWNDRAIN - FL OUTLET 1- I o _ D PER R PLAN PER PLAN a PER PLAN FI a VARIES)** Pa ; a I I I 11 I,� ��-1111 I I—IIIIII=III—III—III=I, � �� 3%- GB 2 oO 0 p p O PER PLAN 3�� 3_J_ � NOTE I I I SECTION B-B MAINTAIN 4-FEET (TOTAL) SOIL I I * PER PLAN COVER UNDER BENCH CROSSING I I 16 OZ GEOTEXTILE i *D VARIES FROM 1 ' AT FLOWLINE TO REFUSE EXCAVATION MAY BEPLACED ON THE FINAL * 1 * NECESSARY TO MAINTAIN 4.0, SOIL i I I BOTTOM AND SIDES COVER COVER SECTION BELOW BOTTOM OF = VARIES (BENCH WIDTH 1N FEET) _ AT THE SLOPE HINGE POINT CROSSING I I I CLASS 500 LB RIPRAP AC DOWNDRAIN / CHANNEL BENCH CROSSING 5 DOWNDRAIN INLET 6 RIP RAP PAD 9 ACCESS ROAD 10 NTS D 1 NTS DlNTS D1 NTS D 1 PREPARED BY: QRoFESS, FORWARD LANDFILL REPUBLIC SERVICES Civil& Environmental P�� A. CU�ti�Fy� STAGE 1B PARTIAL FINAL CLOSURE PROJECT FORWARD LANDFILL, INC swrEngineenng ' a Ld No. 41981 m DETAIL SHEET D1 DESIGNED BY : RMG SCALE As SHOWN 9999 S. AUSTIN ROAD 800-C SOUTH ROCHESTER AVENUE * : MANTECA, CALIFORNIA 95336 ONTARIO, CALIFORNIA 91761 srq CIV�� * DRAWN BY JPJ DATE 6-2011 FILE NO.: (800) 204-4242 of CA0V CHECKED BY DATE 6-2011 ' N0. REVISION DESCRIPTION BY: © FORWARD, INC. 2011 PREPARED UNDER THE SUPERVISION IF DATE APPROVED BY : DATE : 6-2011 Z:\PROJECTS\ALLIFD WASTE\FORWARD\STAGC 1U CI-0SURE\ACAD\FIGURES\FIG04 FWL - DETAIL SHEEP DI