ARCHIVED REPORTS_2005_6 - Laserfiche WebLink

Home Browse Search

I 1 CONSTRUCTION NOTES I1O CLEAR AND GRUB; DISPOSE OF STRIPPINGS AT WORKING FACE \ x 35.2 PER OPERATIONS MANAGER Dirt RoadCONSTRUCT FINAL COVER PER D_ -- - --- ---- - 2 x 4 T 1--- I I I I I I Pipes I g I 1 3U CONSTRUCT NORTH TOE OF SLOPE FINAL COVER TRANSITION -�------------ - 1 I I f PER 2 f / I ( �. . . 31ii iI x I I $I P- � / 32 32. OCONSTRUCT WEST TOE OF SLOPE FINAL TRANSITION PEReEXISTI GREEK / 31.0 Az.8BR PROTECT IN PLACE 6 REMOVE & SALVAGE EXIST LFG UNE/SUPPORTS, PROVIDE 31.2 � `. I x 31.3 O TEMPORARY JUMPERS; RE-INSTALL SUPPORTS AND LFG LINE PER \ x 31.2 T 1 PHASING AND DETAIL SHEETS G-1 THROUGH G-13 x 4.7 / ; I \ / � �` \�i�\. x131.3 F�� / . ® PROTECT EXIST LFG LATERAL MANIFOLD- CUT & EXTEND PER 1 t x 28, I / 30 } 31.4 i I x 31.1 �h%S C SHEETS G-1 THROUGH G-13 3 1 I I \�F� O9 CONSTRUCT FINAL COVER SLOPE TRANSITION _ 1 1 1 Pipes x 30' x 3 1.3 \ 31.1 I f / I � . .. �_ ... h 1 V / / � '� 1 I CONSTRUCT BENCH D5 I 1 1 1 1 11 30 I 1 I I f © POW£ ON_ AND g 53 7 x 11 I x 3�.2 I I 1 ► 1 1 I 1 \ OVERH�AD ELEChRIEA I 11 CONSTRUCT AC DOWNDRAIN BENCH CROSSING D_1 I ` I 6 COVANTA I I j I 1 LINES i(TYP) I 6 12 CONSTRUCT DOWNDRAIN D-1 1 4 ___LINE_ _ \ _ x 35.2 x 35.2 x 35.3 x 35.3 1 x i -- --- - -------- - - - x 3s.o 13 CONSTRUCT DOWNDRAIN ROAD CROSSING AT TOE OF SLOPE x 34.6 O - AD- _ r- 34.2 } I 1- I C VANT EN 14 CONSTRUCT 1/4 TON ROCK RIP-RAP PAD D31 x 34.1 / 3 7 13 LFG UNE 1 3 15 DAYLIGHT GRADING PER PLAN 3 ■ x 35.0 CONSTRUCTSURVEY/SETTLEMENT MONUMENT _3 - - Pr) 110 x� - - - - - - - _ - - - _� - - - - - t I I \ �I ' 3 x 3 49 EASE 0 L, 0_10 33.9 ( I T rJ� x 33.7 l / 60 AO yo N x' 70 I 70 2a\ S 0 I GRAPHIC SCALE o $ 33.7 � 50 25 0 50 100 w < 3 5P 1 n - p 0 8 K 5.0 TO r`, IN FEET ) I N 80 6 x M > x 3.8 ` 04 4% 2:1 SL P w 34.5 P 87.0 - FIL so � LO Q 35/0 TO I 2.0 x 33.6 N /6:/S OPE ��TO g8 1111 100 T P 6 34.5 T P�, 95.5 x� 35.2 T I �o /� too SGP � / LEGEND 34.5 TOP �� \ 110 Ll -- - - APPROXIMATE PROPERTY BOUNDARY A CS R AD x o5- TO 1 I 1 1650-- EXISTING GRADE CONTOUR AND P T CTION B RM 1111 11 -X650-- FINISHED GRADE CONTOUR w 1 11 X'2111111 x 117 7 1,111 x 116. 1652 FINISHED GRADE CONTOUR INDEX INTERMEDIATE x 33.5 3 X.8 x a0 ' 1 x 118.9 11 - - - - - - - - TOP OR TOE OF SLOPE I (n BELOW RAD 1 1 1 11 - x FG H DER 1111 �� 11 �c EXISTING FENCE L I 6 ,� �� x 112 PARTIAL FINAL CLOSURE LIMIT t0 O x 11 x.;11 j , r 111111 x 116.8 �i 1�1 2% - DIRECTION AND RATE x 28.7 I 1 11 x 13 OF SLOPE I S PE 3 _ V f S 6:1 SLOPE 9 11111 �// FINISHED BENCH 34.5 TOP 9 11,1,11 x 117.4 ■ SURVEY/SETTLEMENT MONUMENT I 1 x 33.735.5 TO x 111{$11 1 SGP-1A LFG MONITORING PROBE 1 �wC �aQROFESs,oN� FORWARD LANDFILL eN. Slip Fy FINAL COVER 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 DRAWN BY : M.T.B./C.A.L. DATE 06-05 FILE NO.: 27993DB (909) 860-7777 ry 11 � CHECKED BY R.M.G. DATE 06-05 N0. REVISION DESCRIPTION BY: APPROVED BY B.A.S. DATE 06-05 SHEET 4 OF 26