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CONSTRUCTION NOTES <br /> x ` ' 3 <br /> W.L. = 26. Lx .8 <br /> 2 x CLEAR AND GRUB; DISPOSE OF STRIPPINGS AT WORKING FACE <br /> PER OPERATIONS MANAGER <br /> CONSTRUCT FINAL COVER PERe <br /> 1 <br /> x 35.8 <br /> .9 I O <br /> � + x k / 3 CONSTRUCT NORTH TOE OF SLOPE FINAL COVER TRANSITION <br /> 6 I I 41.ox I O PER 2 <br /> x 34. \P- <br /> t.` / I <br /> \ \ I IIS Brush I 4 <br /> ----------------- CONSTRUCT TOP OF SLOPE FINAL COVER TRANSITION PER <br /> x 35.2 <br /> PROTECT IN PLACE <br /> 36.1 x 35.1 x O REMOVE & SALVAGE EXIST LFG LINE/SUPPORTS, PROVIDE <br /> \ I �/ / TEMPORARY JUMPERS; RE-INSTALL SUPPORTS AND LFG LINE PER <br /> I I Ro6k 4 .1x / I PHASING AND DETAIL SHEETS G-1 THROUGH G-13 <br /> x 35'2 \ 35.6x 1 x Pils PROTECT EXIST LFG LATERAL MANIFOLD- CUT & EXTEND PER <br /> SHEETS G-1 THROUGH G-13 <br /> �x 4 I x .��-----------� --------------------------- <br /> 34.6x 4 .9 x 3 <br /> �` --- / + O9 CONSTRUCT FINAL COVER SLOPE TRANSITION r3 <br /> CONSTRUCT BENCH <br /> 5 <br /> o <br /> x x-z �-x x z x x x x x x x x x � x 34.7 <br /> x 41.3 \ \ x -�,� / 15 DAYLIGHT GRADING PER PLAN <br /> ------------ . . �- <br /> Iffy-,OV HEAD -� <br /> x 39.7 <br /> BELOW �_ � L-. LI TTLEJOHNS CREEK <br /> -� GKADE-LFG-�---'-- \ ��\ EL-EC-TRICALL <br /> HEADER-1 - �� o �� I --- - - _. P - --- <br /> 0 ----- --------------- - -------__ __- �y-J- <br /> x 40.8_ - - -x_41.7 - - x 41.8 iPIP 2 -----� ~- - I --� -T- 40 fx <br /> x 42.7 x 43.� <br /> x 42.8 <br /> 1 - <br /> �/- You ® m, - - x 41.3 x 4 <br /> TnTrrr- -_50 <br /> -50 C3 <br /> x <br /> bkTERA1-_s1 x 50.3 x 57.1 \ 1 l <br /> I \\ I / - � x 41.5 Pipe <br /> 1111111 <br /> 60 I 1 + x x 42.1 L_j I GROUNDWATER <br /> 60 �LFG I ---� HHH � TREATMENT PLANT© I I <br /> _444 11. 1 L 6 ,-- x N <br /> x 55.1 i� q) <br /> 70 \ I / Ll R� Pile <br /> 70 \ I <br /> x <br /> x 40.8 42 9 <br /> 90. �� \ 41. x � I x <br /> GRAPHIC SCALE <br /> ® x so 25 o so 100 <br /> x 54. 50 �/ <br /> �1 6 <br /> // / �' � � r ➢ I x IN FEET } <br /> 90 <br /> - - - - x g75-- x 40.9 x 40.9 x 41.1 x 41.4 6 <br /> � <br /> 11111111 <br /> 5 o I <br /> x <br /> IIIItII R / ��� x 40.5 SG -1 ® II <br /> Io /// // ➢ <br /> Ititll 6 LFG C <br /> LATERALS <br /> � TRA ITIO 1 /' / 41.8 ➢ <br /> Ilillll / <br /> ! I III n� <br /> I x <br /> I <br /> I <br /> - - - - _ - - 40 9- - - -- o / / / x 40.2 x 40.6 x 40.7 x 40.9 x x 41.2 ➢I <br /> I cp <br /> II I 9.2 0 / x 40.6 I ➢ <br /> I <br /> I <br /> x LEGEND <br /> LLa <br /> II III f <br /> I I 51. � � I II - - � APPROXIMATE PROPERTY BOUNDARY <br /> II II � x ® „ <br /> 4 1 x 1650 EXISTING GRADE CONTOUR <br /> II III <br /> I III X 1 x - a 65'ir FINISHED GRADE CONTOUR <br /> II 111 J E j r I 1652 FINISHED GRADE CONTOUR INDEX INTERMEDIATE <br /> 11 III I I I I <br /> I I x 40.1 x x x 40.9 x 40.s ➢ I - - - - - - - - TOP OR TOE OF SLOPE <br /> I I I x 40.5 40.6 40.7 x 41.2 ➢ <br /> I I <br /> I I I D I J I I 0 IX EXISTING FENCE <br /> I III I I I I <br /> PARTIAL FINAL CLOSURE LIMIT <br /> II III J I ➢� 2& <br /> f __� DIRECTION AND RATE <br /> x 818.01 I <br /> I <br /> ® , OF SLOPE <br /> ,Ji � � I I I ➢ `i <br /> I I '_- I ➢ FINISHED BENCH <br /> x x x 40.9 x 40.8 x 41.4 ➢ x <br /> I I 40.5 40.6 <br /> x 40.2 - <br /> I ` I x 40.3 ' ¢ SGP 1A <br /> ® LFG MONITORING PROBE <br /> 11 x6 .3 <br /> PROFESS/0, FORWARD LANDFILL <br /> P• STj� Fy FINAL COVER <br /> BRYAN A. STIR & ASSOCIATES z STAGE IA PARTIAL FINAL CLOSURE CONSTRUCTION PLANS <br /> CONSULTING CIVIL IL & ENVIRONMENTAL ENGINEERS x No. 22631 m <br /> 1360 E. VALLEY VISTA DRIVE Exp. 12-31-05 DESIGNED BY R.M.G. SCALE AS SHOWN <br /> DIAMOND BAR, CALIFORNIA 91765 s DRAWN BY M.T.B./C.A.L. DATE 06-05 FILE NO.: 27996DB <br /> (909) 860-7777 T9jF CIVIL <br /> CAL' CHECKED BY R.M.G. DATE 06-05 <br /> NO. REVISION DESCRIPTION ABY: APPROVED BY B.A.S. DATE 06-05 SHEET 7 OF 26 <br />