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STAGE 18 PARTIAL STAGE 1A PARTIAL 4" DIA X 1 \4- STEEL PIPE ADDITIONAL PIPE FOR FINAL CLOSURE FINAL CLOSURE FILLED WITH CONCRETE CONTRACTOR'S USE (REMOVE TO ULTIMATE FINAL 1 SI COVER D1 1 " HlKE 24 II — NAIL AND TAG EMBEDDED 1 DIAMETER (MINIMUM) IN CONCRETE OR PER STEEL PIPE (TO ALLOW -IPER o COUNTY SURVEYOR'REOUIREMENTS INTERNAL VERIFICATION 1=1 PLAN \/� — (STAMP WITH ELEVATION/DATE) DOWN TO STEEL PLATE) I ) I III=—� 1 o N a :. s. _ III I I 2" GALV STEEL PIPE / 6" LONG FILLED WITH \ '`r I I =III=1 I I= LII 11 GROUT 12" EXTER - 4 (OR COVER — THREADS AT COVER REMOVE EXISTING THICKNESS HIKE— THICKNESS PER `ice i _ PER UP) PER PLAN III I— III= PLAN DOWNDRAIN INLET SECTION A-A SECTION B—B PLAN — INSTALL ��ryy� I I I II I VIIAI I-� I= I ( — 1 AND CONSTRUCT AFTERTHREADED COVERP =` +� (= F IIh1 _YI I= 1 DOWNDRAIN 4 SET PLATE AT PLACEMENT IS — I=II1=1 I I- �� (� D 1 TOP OF COMPLETE — INTERIM COVER �r� �f�ri °: 1 ==1I ( (CONTRACTOR TO 4 DIA X 1 \4- 1 r/` /r \/ J I STEEL PIPE FILLED STEEL PLATE 2 ' T T\\\�\ I i-- rte— !N RFIELD RADE / �� —� I I=III=1 I —1 BREAK LOCATION �l WITH CONCRETE ' — I - I ) �� i I , I-III-f B e II1=1II- °� SURVEY SETTLEMENT REMOVE / 12 x 24 DEEP LEVELING PAD FOR SETTLEMENT MONUMENT ' PLATE PLACEMENT. AT CONTRACTOR'S CONCRETE J i \ A A OPTION, SETTLEMENT MONUMENT ROD CUT—OFF WALL I MAY BE DONE 1N SEGMENTS AS FILL \ 0 o PROGRESSES 7yo CONCRETE BASE o TYPICAL 4 PLACES POST-CLOSURE SURVEY / SETTLEMENT MONUMENT 1 SETTLEMENT MONUMENT 2 DOWNDRAIN INLET REMOVAL / JOIN 3 NTS DZ NTS D2 NTS D2 #4 BARS C� 18» a n '0 QOo oOQOo O�O�OO� 1 FINAL PER -I O 8 O 00 4 AC OVER I—I II NOTE: OC EACH WAY a a OOOCO� oo OOO��O EXISTINGMLINER LIMIT 6" CLASS 2 BASE D1 COVER PLAN =III I I — 0 0 I - 1. CUTOFF WALL TO BE N -III-IIIIII-�K� ' r PLACED PER PLAN LOCATION AND LENGTH 6.679 _ I I I I-III 2. CUTOFF DEPTH SHALL I RIP RAPQ91) - _ _ _ =III + III=III BE 2' AT DOWNDRAIN 3 CLR 12 PAD Vr:_;9= __ott- I I=I'� INLETe PER I I-III III-I 11=1 I I-1 I I-III-I I I-1 I I-I I I °1 CONCRETE CUTOFF WALL 4 ,P� NTS D2 I I=1 I I=1 I I III1 I—I I—III III1� I ISI— �� . = I I—I 11=1 11=1 111 1=IIIIIII 11 = — I Y=1 11=1 1 11 1 11 1 11 I I I I II 11 r STAGE 1A PARTIAL STAGE 1 B PARTIAL i FINAL EXISTING WASTE FINAL CLOSURE FINAL CLOSURE D1 COVER BENCH 2 SECTION VARIES D1 PER i LINER ANCHOR PLAN , TRENCH SECTION A -1 111 I I-1 I —III- __ 2 _ I I 1 1 I A I I=1 I I I I =__ =I I I-1 I I—I I APPROXIMATE 1 = 1 I 1—I 1 I=I I I _—I 11-1 I I—I 11=I I I—III I I I` _ III=III= — I I I—IIIII— I I I—III—III—III EXISTING LINER LIMIT FINAL FENCE 1 III=I PER — =1 I i=III=i I I=III=III=i I I=1 11= I ,,��,��` 4" AC OVER COVER PLAN D1 I I=IIII - EI I -1 1 11 I I-1 11-1 11-1 I I1 I I- \rvr�' s" CLASS 2 BASE T` PER = i I 11I F1 I F1 I I PL,4.N I=!— 1=� i� �i i`i i 6.677 E l i r 1 EI I 1 I E1 11=I I I III = := �`'� -a- - -_ III I I III- lam`` _ PER = I I=III = _ _ PLAN = =1 I I=1 I I=1 1 I =1 I I=1 11=1 11=1 11=1 11_=1 I I _III-1 I I-1 I I-1 I I III-1 I I-1 I I1 EXISTING WASTE 1 EXSTING WASTE LINER ANCHOR TRENCH EXISTING WASTE � BASIN BOTTOM 28.4 ELEV i SECTION B STAGE 1A / STAGE 1B SLOPE FINAL COVER JOIN 5 WEST TOP OF SLOPE FINAL COVER TRANSITION 6 NTS D2 SCALE: 1 `_-5' D2 PREPARED BY: pROFESSiO FORWARD LANDFILL REPUBLIC SERVICESCivil& Environmental �P �y� STAGE 1B PARTIAL FINAL CLOSURE PROJECT ILL IN swl" Engineerim � a � No. 41981 mDETAIL SHEET D2 FORWARD LANDF CA 9999 S. AUSTIN ROAD 800—C SOUTH ROCHESTER AVENUE DESIGNED BY : R6AG SCALE AS SHOWN MANTECA, CALIFORNIA 95336 ONTARIO, CALIFORNIA 91761 �9 TIL \* DRAWN BY JPJ DATE 6-2011 FILE NO.: (800) 204-4242 of CALF CHECKED BY DATE 6-2011 N0. REVISION DESCRIPTION BY: © FORWARD, INC. 2011 PREPARED UNDER THE SUPERVISION OF DATE APPROVED BY : DATE : 6-2011 Z:\PROJECTS\ALLIED WASTE\FORWARD\STAGE iH C10SURE\ACAD\FIGURES\FIG06 FWL - DFTAII. SHEET D2