ARCHIVED REPORTS_2015_4 - Laserfiche WebLink

Home Browse Search

}� FINAL COVER MATERIAL BORROW AREA I% I i x x\d I�----- ---_ -- _---- __----------r-- -- - T �x x z x z x x x x\ - x -- IL TG- T -1 --i-r-t-T�,T 1 -r + r - 7-F I XSTiNG T------1------�----- --- -------------------- - - _ �X �ND� ' I I 1 1 �� I --� IM1IATER WELL I- -\ .. x - RE 0 RY RLANTI Ir--�;\! �.- j �GP-9 1 I , .. ISGP-10B \\ S 14 \ \ �\G�P- 11 - _EXISTING CREEK JI LCL L -L EXIST-INGLSJ.RFEK-LL�J-11------------------------------------ ----- ------ BRIDGE -C -ROS -SING----- BRIDGE C SSING Mrd T - N III. % — GP— 1 i � \ E ' --- _ I SHE _ ----- �� - � _SHEET 6 -----------ASH + I I + + + + ` + AUSTIN 119 INSTALL BI -PLAINER DOUBLE SIDED GEONET OVER SEEP AREA ROAD II DESIGNATED PER PLAN (EXTEND 2' BEYOND SEEP) / Il 120 INSTALL 3" SOLID HDPE LEACHATE SEEP COLLECTOR 43 ' SGP- A / I \�/ ) II 21 INSTALL SEEP COLLECTION HEADER CONNECTION TO LFG J I + + o/ 4+ + + 1 CONDENSATE SUMP 53 MONUMENTe 1 \ FU- I I � x S ' ET — — — — — — j p Irf`--� + M +' + + + + + + Q r WMU o `x III U-03 FU 04 I ,,. x- SEDIMENT.:. I O — I I. I BASIN \ z % I i (I I( LEACHATE 1 °I#II CONSTRUCT SURVEY 1 \ CONSTRUCTION NOTES + + % 0 CLEAR AND GRUB; DISPOSE OF STRIPPINGS AT WORKING FACE , PER OPERATIONS MANAGER % I 1 I CONSTRUCT FINAL COVER PER D-1 IO CONSTRUCT NORTH TOE OF SLOPE FINAL COVER TRANSITION PER 1Ae 1A x III ; 2 ti 4O CONSTRUCT WEST TOE OF SLOPE FINAL TRANSITION PERe Ly I I 5 CONSTRUCT TOP OF SLOPE FINAL COVER TRANSITION PER 4 % +} PROTECT IN PLACE 13' \, ' / txx '� / , ' 7O REMOVE &SALVAGE EXIST LFG LINE/ SUPPORTS, PROVIDE -_ _ / TEMPORARY JUMPERS; RE -INSTALL SUPPORTS AND LFG LINE PER PHASING AND DETAIL SHEETS G-1 THROUGH G-13 PROTECT EXIST LFG LATERAL MANIFOLD- CUT & EXTEND PER - Q=om -- SHEETS G-1 THROUGH G-13 Mm I 1 ® CONSTRUCT FINAL COVER SLOPE TRANSITIONe ,.� I 5 i� + GROUNDWATER 1" 10 CONSTRUCT BENCH TREATMENT PLANT 11 CONSTRUCT AC DOWNDRAIN BENCH CROSSING D-1 X/ SGP -1A( I 12 CONSTRUCT DOWNDRAIN p I' F 13 CONSTRUCT DOWNDRAIN ROAD CROSSING AT TOE OF SLOPE e x 14 CONSTRUCT O 1/4 TON ROCK RIP -RAP PAD D-13 i 15 DAYLIGHT GRADING PER PLAN e 1 16 CONSTRUCT TOP OF SLOPE TRANSITION AT DOWNDRAINqU #1 I i 17 CONSTRUCT DOWN DRAIN INLET 3 18 INSTALL LEACHATE SEEP COLLECTOR PERe /SETTLEMENT -3 ° I NOTE. \ I SEE SHEET G-1 THROUGH G-13 FOR LFG CONSTRUCTION \ x' 1 N + + e.� IGRAPHIC SCALE I! 200 100 0 200 400 SITE I I x -_---_- J _ a x\zENTRANCC ( I N FEET GP -5 -----SGP- SGP=ZB SGP -2A LEGENDII1 SURFACE SCALE x x xIMPOUNDMENx x x x x HOUSE ) �x APPROXIMATE PROPERTY BOUNDARY T 1650— EXISTING GRADE CONTOUR GENERAL NOTES o 5. DESIGN INTENT STATEMENT: THE CONSTRUCTION OF THE .LANDFILL � ��F� C� ! - � �- � a8� � 1650-- FINISHED GRADE CONTOUR 1. 1T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE COVER SYSTEM SHALL APPROXIMATE THE THICKNESS AND GRADIENT l 1652 FINISHED GRADE CONTOUR INDEX INTERMEDIATE EXACT DETERMINATION AS THE LOCATION OF ALL EXISTING TED ON THE DRAWINGS AND WILL CONSIST OF A MINIMUM 4 ( l -- - - - - - - INDICA � \ E�� ' %- TOP OR TOE OF SLOPE UTILITIES. FORTY-EIGHT (48) HOURS PRIOR TO ANY EXCAVATION, t I THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT FOOT THICK (VERTICAL DIMENSION OF THE TOP 4 -FEET OF SOIL) MONOLITHIC SOIL FINAL COVER. WHEN COMPLETED, THE FINAL AT 1-800-422-4133 AND SHALL PROVIDE THE CONSTRUCTION I ! MANAGER WITH VERIFICATION NUMBERS ISSUED. - LANDFILL SURFACE SHALL BE GRADED SUCH THAT NO SLOPE AREA I EXCEEDS A 2:1 HORIZONTAL TO VERTICAL SLOPE RATIO, .NOR SHALL 2. FINAL COMPACTION REPORTS WILL BE REQUIRED FOR ALL FILLS ANY BENCH HAVE A GRADIENT LESS THAN 3.0%. DUE TO POTENTIAL SETTLEMENT AND LANDFILL MAINTENANCE OPERATIONS, MODIFICATIONS I GREATER THAN ONE FOOT. OF LINES AND GRADES ARE ANTICIPATED TO MEET FIELD CONDITIONS. 3. ALL CONSTRUCTION TO BE IN CONFORMANCE WITH THE I ` 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POTHOLING TO I j REGULATIONS OF CAL -OSHA. DETERMINE ACTUAL WASTE LIMIT, AND FOR VERIFICATION OF EXISTING I I o l 4. PROTECT ALL UTILITIES. POLES, SIGNS, AND EXISTING IMPROVEMENTS INTERIM COVER AND FINAL COVER THICKNESS. I IN PLACE UNLESS OTHERWISE DIRECTED BY THE ENGINEER OR I I NOTED ON THESE PLANS. WHERE RELOCATION OF THESE UTILITIES ARE REQUIRED, THE CONTRACTOR SHALL COORDINATE CONSTRUCTION I AS NECESSARY AND AS APPROVED BY THE ENGINEER. II NO. REVISION DESCRIPTION BY: BENCH MARK N0. 1 I l CHISLEO CROSS { "I' X EXISTING FENCE N 6985;093 I �J PARTIAL FINAL CLOSURE LIMIT 6833.158 1--— L. 43.440 % 2y 1 DIRECTION AND RATE BENCH MBAR NO. 2 � OF SLOPE BRAS- S DISK' 5299.5 0 b I FINISHED BENCH 7040.94 I I 42.450 7 SURVEY/SETTLEMENT MONUMENT D C. BM 29.8 I SGP -1A ATED�.O BRIDGE SGP -1A MONITORING PROBE EST-Sf_ DE OF AUS�TI�N�� , I \ R "�'X LL J DATE OF TOPOGRAPHY: 2-11-2005 x OQFtOFESSrO,,� N. ST�� t�yc �� ySTAGE FORWARD IA PARTIAL LANDFILL SITE PLAN FINAL CLOSURE CONSTRUCTION PLANS BRYAN A. STIRR T &ASSOCIATES CONSULTING CIVIL & ENVIRONMENTAL ENGINEERS w 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.: 02202DB (909) 860-7777 sr.1 AIS P CHECKED BY R.M.G. DATE 06-05 APPROVED BY B.A.S. DATE 06-05 SHEET 2 OF 26