ARCHIVED REPORTS_2005_6 - Laserfiche WebLink

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...... ....... .... x CONSTRUCTION NOTES Lx x x x x x x x x x x x x x x x x x x x x x x z x x x x x x z 1 CLEAR AND GRUB; DISPOSE OF STRIPPINGS AT WORKING FACE PER OPERATIONS MANAGER x 37.5 x 37.4 ---- x 37.5 x x x 39.3 x 39.2 0 CONSTRUCT FINAL COVER PER D� CONSTRUCT NORTH TOE OF SLOPE FINAL COVER TRANSITION x 38.3 PER(& D-1 �� . . EXISTING CREEK SGP-1 \ x 34.7 348x ® CONSTRUCT WEST TOE OF SLOPE FINAL TRANSITION PER 2 SSING BRIDGE / \` -�� Y/ CONSTRUCT TOP OF SLOPE FINAL COVER TRANSITION PER D41 x 34.0 // x 33.9 \ x 35.1 \ / \ x 34.6 PROTECT IN PLACE x 33.2 \ O7 REMOVE & SALVAGE EXIST LFG LINE/SUPPORTS, PROVIDE \ x 33.6 x 33.6 TEMPORARY JUMPERS; RE-INSTALL SUPPORTS AND LFG LINE PER x 33.2 \ x 33.4\ \ PHASING AND DETAIL SHEETS G-1 THROUGH G-13 PROTECT EXIST LFG LATERAL MANIFOLD- CUT & EXTEND PER SHEETS G-1 THROUGH G-13 / x 35.1 CONSTRUCT FINAL COVER SLOPE TRANSITION P 6 OWER PO ELCTRICAL LEADINE ---' '' 5ro 10 CONSTRUCT BENCH D51 __ ________ N.i.A ______ _ 11 CONSTRUCT AC DOWNDRAIN BENCH CROSSING D81 ------- - ----- --- -------------------- g x 37.2 37. x 39.1 12 CONSTRUCT DOWNDRAIN e x x x_ 38.2 39.1 x 38.3 x 38.9 MODIFIED GOVANTA ENERGY D-1 1 -�T-1--TT-�-TTT-!'�-T TT �T--T.. _ 7 6 - 7 x 39 s �---- 6 LFG LINE— BELOW GRADE 13 CONSTRUCT DOWNDRAIN ROAD CROSSING AT TOE OF SLOPED BELOW GRADE LFG LINE 3 N€= - 3 6 3 40 -� 13 14 CONSTRUCT 1/4 TON ROCK RIP-RAP PID x 39.9 x 40.8 - - x 40.5 1 15 DAYLIGHT GRADING PER PLAN i CONSTRUCT TOP OF SLOPE TRANSITION AT DOWNDRAINe 50 50 50 © CONSTRUCT SURVEY/SETTLEMENT MONUMENT 33 50 50 60 60 60 60 r r i 70 7Hill � I 70 70 8 ti 8 80 a1 8 o k N � 8 � _ 90 90 GRAPHIC SCALE so 90 - - - - 50 25 0 50 100 I �II�y- x 92.5 Illlllll x 91.E -' - - -. .- - h x 91.3 - 1fill III16 1 1111111 III 11111 I I 5 16 ( IN FEET ) 1111111 5 1111111 II111111 �I�II�I�IJI Itllltl x s .7 90 IIJ `i�i x 90.4 ;'Ilii �11I1 { I1 90 I F1 II ll so _ Iilll 1111111 " IIJ11rI I 189.3 111111 ,�� 1!!11111 1111111 - " LEGEND 1 ! 11111 1. 11 I I + I I 1 J\ x 88.7 1111j1 / l 1111 i11 11 x 89.4 - - APPROXIMATE PROPERTY BOUNDARY �" J 1111111 111 { 111 1 s50- EXISTING GRADE CONTOUR 111 111111 IL IIIJI 11 1111111 111111 11 X 11111 650- FINISHED GRADE CONTOUR I J J I J III 1 I 1652 FINISHED GRADE CONTOUR INDEX INTERMEDIATE 11111 x 87.1 1111111 � IIJI 111111_ x 87.7 Ililll � -- - - - - - - TOP OR TOE OF SLOPE I I I I x 87.5 / / 1 1 1 1 1�� _ x 87.9 �x�87 3_ x 87.5 1111111 EXISTING FENCE I I I J / j/ {t 11111 II it l l l l PARTIAL FINAL CLOSURE LIMIT I 1 1 // I t l l 11111111 ?% DIRECTION AND RATE 1 1 1 1 1 1 OF SLOPE 1111 / I 111111 x 85.2 I II x 85.5 x 85.4 111 "x• 11111 FINISHED BENCH J I I 1111 � 11 I I I I L I I ll I i �llll ■ SURVEY/SETTLEMENT MONUMENT hill "- �" SGP-1A 1111 1111 11 I 1 x 84.5 1111 I ` ` 1 ® LFG MONITORING PROBE 1 1J III �'" x R44 III x 83.9 PROFESS, FORWARD LANDFILL A• ST�� FINAL COVER BRYAN A. STIR & ASSOCIATES A STAGE IA PARTIAL FINAL CLOSURE CONSTRUCTION PLANS CONSULTING CIVIL IL & ENVIRONMENTAL ENGINEERS of No. 22631 m 1360 E. VALLEY VISTA DRIVE Exp. 12-31-05 DESIGNED BY R.M.G. SCALE AS SHOWN DIAMOND BAR, CALIFORNIA 91765 DRAWN BY M.T.B./C.A.L. DATE 06-05 FILE NO.: 27995DB (909) 860-7777 Tye CI NO. REVISION DESCRIPTION BY: �Y CHECKED BY R.M.G. DATE 06-05 APPROVED BY : B.A.S. DATE : 06-05 SHEET 6 OF 26