ARCHIVED REPORTS_2005_6 - Laserfiche WebLink

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CONSTRUCTION NOTES x + + + + + + + \\ + ( + x + O1 CLEAR AND GRUB; DISPOSE OF STRIPPINGS AT WORKING FACE PER OPERATIONS MANAGER CONSTRUCT FINAL COVER PER D-1 FINAL COVER MATERIAL BORROW AREA I x O >< * \x I O3 CONSTRUCT NORTH TOE OF SLOPE FINAL COVER TRANSITION PER 2 I x ► } ® CONSTRUCT WEST TOE OF SLOPE FINAL TRANSITION PER 2 mom r4 - L - x - x CONSTRUCT TOP OF SLOPE FINAL COVER TRANSITION PER D-1 x __° ---� - - r-r -r-1=r-r--i-rt-�.a�- �`T-�--r-l--r �S-'IiNG � - -T------ 7- - --- -- ----------�----------- +-- -- -� x� �-�- ,-� + ,, - -'F,XI N �.ANDFIL_�GAS� I I 1 I �� I I-� I jAfEfQ WELL I 0 . .. (� f �6 PROTECT IN PLACE x REQ O / RY RLANTI I i i ! GR-9 f I I ISGP-106 S F�=14 P-13I �' / \tx" REMOVE & SALVAGE EXIST LFG LINE/SUPPORTS, PROVIDE �=�-y. _-_ -_----_ _ TEMPORARY JUMPERS; RE-INSTALL SUPPORTS AND LFG LINE PER I --- ----- ---------------------------_------ --------8 IBTING CREEKGE-C-RO�sSM-----—--- �, \� -`-x �---X - x--X �. / / PHASING AND DETAIL SHEETS G-1 THROUGH G-13 EXIS�INS�SlF?HEI�.LL.L1� BRIDGE C OSSING , - - - -_- i ( ® PROTECT EXIST LFG LATERAL MANIFOLD- CUT & EXTEND PER t w >< - - - _ - - - - - - - - - - - - - - - ® _ _ - _ __ SHEETS G-1 THROUGH G-13 CONSTRUCT FINAL COVER SLOPE TRANSITION e 0 + GROUNDWATER 1' I 10 CONSTRUCT BENCH p 1 ` TREATMENT PLANT 8 CONSTRUCT AC DOWNDRAlN BENCH CROSSING D-1 SGP-1A 12 CONSTRUCT DOWNDRAIN D61 P- / ' ' ' i 13 CONSTRUCT DOWNDRAIN ROAD CROSSING AT TOE OF SLOPE e 3 ' /moi I u ` I 14 CONSTRUCT 1/4 TON ROCK RIP-RAP PADf� E I SHE 91 I 5�� V SI !x 15 DAYLIGHT GRADING PER PLAN II I I 16 CONSTRUCT TOP OF SLOPE TRANSITION AT DOWNDRAINe x i + + + + + \ + ' + + I 17 CONSTRUCT DOWN DRAIN INLET 1 INSTALL LEACHATE SEEP COLLECTOR PER 2INSTALL BI-PLANER DOU3 x LE AUSTIN ROAD Il 1g DESIGNATED PER PLAN (BEXTEND 2' BEYOND SEEP)SEEP AREA INSTALL 3" SOLID HDPE LEACHATE SEEP COLLECTOR 4 SGP- (- ' X �`I ) II 21 INSTALL SEEP COLLECTION HEADER CONNECTION TO LFG CONDENSATE SUMPe +I + + �+ + + ( I 3 3 CONSTRUCT SURVEY/SETTLEMENT MONUMENT _3 — FU o NOTE: SEE SHEET G-1 THROUGH G-13 FOR LFG CONSTRUCTION S I ET I I O \ x ' 1 Mwmu 5 I I Ixl SEDIMENT U—OSJ ` BASIN I '% ' GRAPHIC SCALE 200 100 0 200 400 SITE x II I LEACHATi-IE II li `-------- ENTRANCE SURFACGP_ --SGP- SGP`3B SGP-2A { IN FEET SCALE IMPOUNDMENT LEGEND _ _ _ - _ _ HOUSE x x x x ) + + + _ ±` ---- - -- --- - - APPROXIMATE PROPERTY BOUNDARY GENERAL NOTES -- =--�_ 1650- EXISTING GRADE CONTOUR 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE 5. DESIGN INTENT STATEMENT: THE CONSTRUCTION OF THE LANDFILL \ I . � �65D---- FINISHED GRADE CONTOUR EXACT DETERMINATION AS THE LOCATION OF ALL EXISTING COVER SYSTEM SHALL APPROXIMATE THE THICKNESS AND GRADIENT I � 1652 FINISHED GRADE CONTOUR INDEX INTERMEDIATE FORTY-EIGHT 48 HOURS PRIOR TO ANY EXCAVATION, INDICATED ON THE DRAWINGS, AND WILL CONSIST OF A MINIMUM 4 I \ f ' _ - ` - - UTILITIES. ( ) FOOT THICK VERTICAL DIMENSION OF THE TOP 4-FEET OF SOIL I - - - TOP OR TOE OF SLOPE THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT ( ) BENCH MARK NO. 1 AT 1 -800-422-4133 AND SHALL PROVIDE THE CONSTRUCTION MONOLITHIC SOIL FINAL COVER. WHEN COMPLETED, THE FINAL I \ CHISLE CROSS b ' x EXISTING FENCE MANAGER WITH VERIFICATION NUMBERS ISSUED. LANDFILL SURFACE SHALL BE GRADED SUCH THAT NO� SLOPE AREA I N 6985;093 " EXCEEDS A 2:1 HORIZONTAL TO VERTICAL SLOPE RATIO, NOR SHALL 68334.11458 jJ I PARTIAL FINAL CLOSURE LIMIT 2. FINAL COMPACTION REPORTS WILL BE REQUIRED FOR ALL FILLS ANY BENCH HAVE A GRADIENT LESS THAN 3.0�. DUE TO POTENTIAL I EL. 43. 0 GREATER THAN ONE FOOT. SETTLEMENT AND LANDFILL MAINTENANCE OPERATIONS, MODIFICATIONS I I I :� 2� - DIRECTION AND RATE OF LINES AND GRADES ARE ANTICIPATED TO MEET FIELD CONDITIONS. IIP + BENCH R NO. 2 '� + OF SLOPE x ar S DI K 3. ALL CONSTRUCTION TO BE IN CONFORMANCE WITH THE I I BR5299 5 0 FINISHED BENCH REGULATIONS OF CAL-OSHA. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POTHOLING TO I I I a I i DETERMINE ACTUAL WASTE LIMIT, AND FOR VERIFICATION OF EXISTING i l o I 7040.94 0 4. PROTECT ALL UTILITIES. POLES, SIGNS, AND EXISTING IMPROVEMENTS INTERIM COVER AND FINAL COVER THICKNESS. I D SC. BM -29.8 ■ SURVEY SETTLEMENT MONUMENT I IN PLACE UNLESS OTHERWISE DIRECTED BY THE ENGINEER OR III ATED BRIDGE { SGP-1A NOTED ON THESE PLANS. WHERE RELOCATION OF THESE UTILITIES III �"'" ® LFG MONITORING PROBE ARE REQUIRED, THE CONTRACTOR SHALL COORDINATE CONSTRUCTION I EST _E-QE-AUSTIN ' I AS NECESSARY AND AS APPROVED BY THE ENGINEER. I j r R x x`L x J ' o DATE OF TOPOGRAPHY: 2-11 -2005 OAK Q(toFESS, FORWARD LANDFILL ��°� P• ST/ �Fy SITE PLAN BRYAN A. STIRRAT & ASSOCIATES CONSULTING CIVIL & ENVIRONMENTAL ENGINEERSNo. 22631 m STAGE IA PARTIAL FINAL CLOSURE CONSTRUCTION PLANS 1360 E. VALLEY VISTA DRIVE Exp. 12-31-05 A DESIGNED BY R.M.G. SCALE AS SHOWN DIAMOND BAR, CALIFORNIA 91765 s DRAWN BY : M.T.B./C.A.L. DATE 06-05 FILE NO.: 02202DB (909) 860-7777 TgjF IVIt CHECKED BY R.M.G. DATE 06-05 NO. REVISION DESCRIPTION BY: APPROVED BY B.A.S. DATE 06-05 SHEET 2 OF 26