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�-EXIST I APPROXIMATE; <br /> ROADS I LIMIT OF REFUSE <br /> ROAD WIDTH PER PLAN <br /> v. 101.0 <br /> 101 '2 I I (VARIES) <br /> FG <br /> a . FG <br /> e FINAL <br /> v. <br /> EXIST ROAD COVER <br /> a a� of <br /> VARIES I 3.33 <br /> D <br /> 1 \ \ \\ \\ \\ \\ <br /> OWNDRAIN D 1e _ \ \\ \/ \ \\\ \\ \/\\ \\/ \/\\ \\ \/ <br /> V. 100.0 100.2 - <br /> FL <br /> TOE __ - - <br /> III-1 I I-III-1 I I-III-1 I I-I I I-III-1 I I- <br /> _ III-III-III-I 1I- <br /> FL -III-III-I I I`I I I-IIII-EXIST LFG LINES SEEI 11 1 <br /> a I —III _III—III-II I-1 I—III:SHEET G-1 — G-13— I—I 1I— <br /> q o 2% —III—I I L—I I I IFOR DISPOSITIONI- <br /> -III-1 <br /> a.. <br /> a. <br /> v. Ni 00 100.2FL 102.7 <br /> a TOE I TOP CH WEST TOE FINAL COVER TRANSITION 2 <br /> o I 1 =5 <br /> -2) <br /> _ I <br /> FINAL COVER <br /> o I LIMIT PER PLAN—) <br /> v <br /> 15' <br /> PLACE ADDITIONAL SOIL <br /> BEYOND FINAL COVER 1 <br /> v 1 LIMIT TO ACCOMMODATE FINAL FINISHED <br /> FG 101 .2 8 <br /> o, FG <br /> FG I DOWNDRAIN TRANSITION COVER SURFACE <br /> 1 <br /> CONCRETE CUT—OFF �����\����������� �� <br /> WALL (SEE BELOW) I �\� %/COMPACTED���������\��������\�\�� \ 5 <br /> \ \� ,MONOLITHIC ,SOIL <br /> PLAN �� �/ `FI NAL ,COVEw', <br /> 10' 5' 10' EXISTING INTERIM COVER <br /> EXISTING WASTE <br /> 10 10 <br /> FINAL COVER SLOPE TRANSITION 3 <br /> 04 NTS <br /> SECTION B APPROXIMATE LOCATION <br /> eOF <br /> FINAL COVER <br /> TRANSITION TOP OF FINAL COVER <br /> 15' 10' VARIES 8 D-1DOWNDRAIN CONSTRUCTION LIMIT <br /> TERMINATE DOWN DRAIN <br /> TOP OF AC FUTURE WASTE PAVEMENT AT 2:1 I <br /> DOWNDRAIN COVER TRANSITION TOP OF DOWNDRAIN <br /> TRANSITION SLOPE <br /> OD \1 - <br /> ~ . - 2 \\ \ INVERT OF <br /> 1 .2 _ ,_ 1 \ \ \ DOWN DRAIN <br /> 00 <br /> 100.0 _,- - EXIST GRADIENT AWAY - \ \ \\ \ \ <br /> TRACE OF —_ w SROM-DOWN DRAIN \ \\\/ \ \ \\\ \ \\ \ <br /> ROAD (BEYOND) l _ Fx <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . � � TRASH <br /> .INTERIM COVER �\/j- <br /> EXISITNG WASTE <br /> DOWNDRAIN TO ROADI 177 <br /> a OUTLET REACH ROAD CROSSING ROSSING TRANSITIO T <br /> v. <br /> CONCRETE <br /> CUT-OFF SECTION A <br /> WALL <br /> DOWNDRAIN ROAD CROSSING AT TOE OF SLOPE 1 DOWN DRAIN TRANSITION AT TOP OF SLOPE 4 <br /> 1 a=3• <br /> 9FESS/0' FORWARD LANDFILL <br /> �� A• STiFy DETAIL SHEET <br /> BRYAN A. STIR & OCT a �'` A STAGE IA PARTIAL FINAL CLOSURE CONSTRUCTION PLANS <br /> CONSULTING CIVIL IL & ENVIVIRONMENTAL ENGINEERS a: No. 22631 m <br /> 1360 E. VALLEY VISTA DRIVE Exp. 12-31-05 A DESIGNED BY R.M.G. SCALE AS SHOWN <br /> DIAMOND BAR, CALIFORNIA 91765 DRAWN BY : M.T.B./C.A.L. DATE 06-05 FILE NO.: 29672DB <br /> (909) 860-7777 �9 VIL P <br /> ED BY R.M.G. DATE 06-05 <br /> NO. REVISION DESCRIPTION BY: Ep APPROSHEET D-2 OF 26 <br /> APPROVED BY B.A.S. DATE 06-05 <br />