ARCHIVED REPORTS_2005_6 - Laserfiche WebLink

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FINISHED SURFACE AC TRAPEZOIDAL/'_6 CONCRETE CUTOFF WALL CHANNEL PER p_ 12" DEEP BY 12" WIDE c \�\ \/\�\\\ \/��\ \ APPROXIMATE� LIMIT OF REFUSE POWER 5, +I I " POLES \ ��\\\ \\ \ ��\�\ ��\ 1 EXISTING 18 LFG O Q O ��\�\/�� \MONOLITHIC SOIL \\\�\/��\�\/ d FINAL / I HEADER SEE SHEETS (PROTECT) Z a 0 - COVER G-1 THROUGH G-13 O\ >�\ \�rt a O O 1 PLACE A 2 THICK � INTERIM NTERIM COVER/ / I FOR DISPOSITION -� 1/4 TON RIP-RAP PAD OVER J¢ w O O16 OZ/SQ YD GEOTEXTILE SHAPE TO TRANSITION FROM EXISTING WASTE \\ \ \ o w ? I a / �O 1 CHANNEL TO NATURAL GROUND SEE NOTE NO. 2 N \ x \ NOTE N%\�/\ \�\ DIRT ROAD W � /� \\\`\ \�\\`\\ \�\� I PER PLAN 1 SLOPE COVER THICKNESS SHALL BE MEASURED VERTICALLY \�y �\�\�\\\\\ \�\/\\\\ 2 THICKNESS OF INTERIM COVER MAY VARY, CONTRACTOR SHALL VERIFY THICKNESS OF 2 EXISTING COVANTA \ \ PER PLAN INTERIM COVER AFTER CLEARING AND GRUBBING; IF LESS THAN 1 -FOOT OF INTERIM EXISTING GROUND /\ \ �1 ENERGY LFG HEADER` �` COVER EXISTS THE CONTRACTOR SHALL PLACE ADDITIONAL INTERIM COVER TO 12" EXISTING I TERIM (PROTECT) EXISTING WASTE COVERNAL COVER TO THEN BE ` ` ` O OO OO OO co 4-IFEET,REGARDLESS, A MINIMUM OF�CED 3-F00T OTF ADDITIONALCOVERTHICKNESS SOILALL SHALL BE OOO OQO OOO OO PLACED - THE UPPER 4-FOOT OF SOIL INCLUDING EXISTING AND PLACED INTERIM SCARIFY 12" COVER, AND PLACED FINAL COVER SHALL SERVE AS THE FINAL COVER RECOMPACT TO 90% P 1/4 TON RIP-RAP PER ASTM D1557 MONOLITHIC SOIL FINAL COVER 1 NORTH FINAL COVER TRANSITION 2 RIP-RAP PAD 3 NTS D- 1 NTS D- 1 NTSD- 1 � 0 > 0 � V fiQ J Z 6, FUTURE WASTE e1 AC BERM FINAL TOP DECK 8" BENCH COVER EARTHEN BERM 6" 2" BEYOND 2 ,_"I (TYP) (TYP) _ 11-. ARIES 15' MIN BENCH VARIES _ 12 DECK 1112 I - FLOWLINELP SLOPE PER PLAN HINGE SEE TOP OF PROVIDE 12" RISE CHANNEL SECTION C-C —� 1 ** POINT _ EXISTING INTERIM I I-III �1 r D(VARIEs) 6,67% AT SECTION BB COVER FOR TOP BENCH _ I I _ 6" THICK AC ROAD CROSSINGS 3 EXISTING WASTE -I I _ III 15 BENCH v III—III=III —III=I I I 6" THICK AC 11=III=� * D PER PLAN I I 1=1 11-1 I iIII=III III=I I I- w * =PER PLAN a. *� 9 * 1 SECTION 13— L w 0 11 w CONTROL POINT Cj **D VARIES FROM 12" AT FLOWLINE, LP TO D=12+(0.0967)xBENCH WIDTH TOP OF SLOPE FINAL COVER TRANSITION 4 AC DOWNDRAIN/TRAPEZOIDAL CHANNEL 6 W NTSD- NTs p_1 a B B 15' MIN BENCH VARIES '- 12" * FFLOWLINE LP SLOPE TOP OF CHANNEL 1FINAL -I1 PER PLAN INGE POINT SEE 15 - 4 COVER _I - D(VARIES)** 67>o J VARIES e do * DOWNDRAIN - 3� C146" VARIES DO DRAIN 6 1 :1 SLOPE 6 � 12"- 6.677, .II �,�II�I- II-ISI- - _ 12" e -I I I_I I I-III 6 THICK AC I-III-I lll1 II ' / III-III-I I I- \�\�\`� N ' OMIT DOWNDRAIN FOR * _ 2 TOP BENCH CROSSING * 1 PER PLAN K\ TOP BENCH SECTION B—B ARI S D VARIES FROM 12„ AT FLOWLINE, LP TO D_ 12+(0.0967)xBENCH WIDTH \, 1116” THICK AC' ==1 I I-1 I I-1 111 11=1 I I-1 I , \y\/��\ 1I I PEI I I-I I �_I I I=I I IIII-III-I III I;I I I NOTE: - /\ \ / f - - - - - - �\ \\/� EXISTING INTERIM I —I�I—I�I—I�I—III—III—III—) I I—I�I�I I I PLAN MAINTAIN 4 FEET (TOTAL} SOIL COVER UNDER BENCH CROSSING EXISTING WASTE COVER III—I I �—III-III ,;, I III—III— I I REFUSE EXCAVATION MAY BE NECESSARY TO MAINTAIN 4.0 SOIL COVER SECTION BELOW BOTTOM OF AC CROSSING TYPICAL BENCH SECTION 5 AC BENCH CROSSING SECTION 7 AC DOWNDRAIN BENCH CROSSING 8 NTS D_ 1 NTS D- 1 NTS D- 1 ��t► QROFESS, FORWARD LANDFILL N. STj��F2 DETAIL SHEET BRYAN A. STIRRAT & ASSOCIATES STAGE IA PARTIAL FINAL CLOSURE CONSTRUCTION PLANS CONSULTING CIVIL & ENVIRONMENTAL ENGINEERS it No. 22631 m 1360 E. VALLEY VISTA DRIVE Exp. 12-31-05 DESIGNED BY R.M.G. SCALE AS SHOWN DIAMOND BAR, CALIFORNIA 91765 (909) 860-7777 .1 IVIS DRAWN BY M.T.B./C.A.L. DATE c 06-05 FILE NO.: 29671 DB CHECKED BY R.M.G. DATE 06-05 NO. REVISION DESCRIPTION BY: APPROVED BY B.A.S. DATE 06-05 SHEET D--1 OF 26