Loading...
HomeMy WebLinkAboutSP-91-074-1-Large SizeSP-074-91 2 3 5 FIORILLO NORTHWEST INC. MT. OLIVET DEMOLITION DEBRIS RECLAMATION SITE FINAL CL®SURE DRAWING NO. TITLE eeeT G 1 TITLE SHEET C 1 PHASE 5 BOTTOM LINER AND PIPING PLAN C2 PHASE 6 BOTTOM LINER AND PIPING PLAN C.3 FINAL CLOSURE TOPOGRAPHY C4 MISCELLANEOUS DETAILS C5 MISCELLANEOUS DETAILS C6 LEACHATE PRETREATMENT BUILDING W C] MANHOLE NO. 8 DETAILSy� 1y199Sl-SS TECHNICAL SPECIFICATIONS 07 -9 MT. OLIVET RECLAMATION SITE TITLE ~IG re FINAL CLOSURE sy A D E LEGEND E%IGHNG LE.—F COLLECTION PIPING PERFOIXTED LE,ICNATE COLLECTION PIPE IN5TALL TRAPEZOIDAL FLUME NON-PERT-XIED LEn Nn COLLECTION PIPE AND FLOWMETER. 5EE SPECS. c TE AND DETAIL //07 EXISTING PVC LINER N y—J 2260 ELEV^ipN OEGwNENSanNE ■■■■IT ' j _i /�/'/ 225 p-E-OR pDE wNmuR FOR GEa.IEwSRXNE �— TOW TOP DE MLL ELEWIDN NAf- 7Me411 TEO ./ ® LEACHATE TREATMENT P/PF TREhNh`- srxc 'EET BuILO/NG-- 5EE OETA/L j -/' TIE IN TO EXISTING LINER 1/GS �/ pa, AT APPROX EL 230.0 CUTOfF 2ylT FF' . I / J) J / -y 5EE NOTE. / ANO DETA//- �Q WALL TO W 230.0 / IE2/0.0 SEE NOTE 2 - �'J _ / yyyl I / -- E 9904.4 LINER ANCHOR AT � �f`'� t MANHOLE g -SEE SECTION A15C RETA/N//✓O WALL (TYP) EAHAECOLLECTION P/PE5FlE 2/90r2)OANHOLEA OETA/2fB.5 O LEHATE TREATMENT BUILDINGO/E 69979.7 N/O//Z.0 10/07.0 i E/0004.7,. —MANHOLE q -SEE SECTION A/CS i - fE-22B.0 FROM EXISTING N. MANHOLE pw, / / _ - / - 40- r /�%(/ //E 227. TO MANFAOLE 0 POLE / EXISTING AJ. MANHOLE i.%i�'l� v%'�� 1)✓ _ —vI,'i I� lil�tll�{1lll lP. E TOE OF eLOPE SBCK- POND EToX/SBTE/AAXR> /LEACHATE L/NE No EMoVEO-SEE NOTE 4- (�(�.rN/q0/B.s {222.7 �CLEANOUT (TYPf i I 6.5 OS/ST/NG LEACHgUO / I N I NAIRG' G M P �6 � ! �i SEE nnrE a- TEMPORARY L LMSEE ANCHOR BERM SEE DETAIL 2/C4 x I SX/MAN nLE `Y sl CLEANOUT#) N/0,000O CENTERLINE P/PE I DETAIL LEACHATE COLLECTION \ SEE 5/C4 I 1 1 41 /// /��/ TRENCH(TYR) � �N/0,0070 I' I II I III 1 ✓ NlO,Ol02 SEE DETAIL 5`E 9977. I ' �2 _ /C5,. �� � I I / 236 N /O,CO6\b \ \ J 2' HIgH I �I - - 1 �222.7 i I I II i I �I I I i. EX/STING PVC LINER MUST BE FIELD LOCATED PRIOR v TO START OF CYJySTRUCT/ON. E 9,336.5 ROCK-RY I E 9965.9 REBAR `\ \ \ OI I I 11 Z. ALL ELEVATIONS G/VENARE FITHE TOP NISHED GRADE yy/TH CHE RETAINING WALL AP 8 TAHE CK I 1\ .I I I I I WHICH MUST BE�ELD VERI IEDTPR/OR TO CONSTRUCT/ON. HOUSE SEE r'GA NG AA22 i �A __ MI I II / NOTE ����!ppp / \ \ I I 0. THE HORIZONTAL PLACEMENTOF THE RETAIN/NG WALL BFNDARREBAR 'Ar / l // / ~ / \ \ \ I I Io III I AND LEACHATE TREATMENT BUILDING SHOWN/S ^�\,\ I I I III II PRIO11 RXTN O THESTARTOOF CONSTRUCT LOCATED 4. EXIST/NG EACHATE LINES WH/CH ARE TO BE AbANCONEL D SHALL BE AEMOVEp TO WITH/N .3 FEET OF THEEXIST/NG MANHOLES AND PLUGGED W/TH CLASS 'C"cove RETE WHICH SHALL BE ER�xy COATED IN5/0E THE MANHOLES. SEE DRAWING C2 FOR PHASE 6 LEACHATE COLLECTION SYSTEM 5 f10R/ZONT,gL COORDINATE CONTROL CENTER OF EXISTING SO(/rH MANfroLE. 1 J O e. BOUNDARY /N ORMAT/aN allo Ex/zT/vo TOAx uwHr B4SEO ON �a>LO C�\T.'•, BOUNDARY A1/O TOPbGRASUR✓EY BY 34jIA 5LE JPH/G OB itp 90-M/B9-/$29/7 O9TE0 /2-4-8$ ! REVISED 8-31-'70 AND AS -BUILT TOPOGRAPHY BY t 5. 15ASELINE D DATEJULY/990, FOR PIOR/LLO NW,/NC. S 7 UB6RADE SLOPE FOR GEOMEMBQANE LM/ER PCAC, A4ZN— 5: A'5- — EXCFSLp 2.5: I(R07.J __ _ """°° siaxeo a.iTTe° a^Te •.e ,'"M' �x ^�` ' °`�"° MT. OLIVET RECLAMATION SITE PHASE 5 BOTTOM ^Fl ^1 "N"- PPOYFO °•TE .e 1p"S'°° FINAL CLOSURE LINER AND PIPING PLAN- y xe INITI R ,e°,GDG,oe �E — Alaox 6 CEs D F G N I —©- -' - arm__.SITE 7 PHASE eBOTTOM _ FINAL CLOSURE m_ ©D_m� . a .--- ._� _----©�_,__ _mow . . c D ° , . ,e+-Z • 2 3 4 5 LEGEND OFFS/TE - STORMWATER DITCH SEE NOTES 0 PRE-EXISTING SLOPES AT GREATER THAN 3 HORUONTAL TO I vERTIGAL EX/STING 12'CUL VERT SEE DETAIL 3/05 � --' _._ EXIST AJ& ST.R.-- GITGH STORMWATER DITCH �---F EXISTINGsTORGwATER ORON IE /96.07rNSHE0 GRADE TOP0GRAPHv ^m _ roPOGRAPHr ExiairuG EXISTING 12'CULVERT 1E 191.71 \\ '•o' "crcior�E rE.rx 50 �. G EX15TIN_' j LEA HATE IS. FINAL COVER TO CON5/ST OF 2 FEET PRETREATMENT BUILDING L' / P LE OF COMPACTED ONS/TE MATERIALS I q 04•1 ' Pt✓NU /N ACCORDANCE WITH THE SPEC/F/CATIONS i,- u�p�Y �i' M OGE P xeO SEE DETAIL 7/C4 \\ SEE DRAWING Cl FOR MANHOLE A AND B CW DINATE5. MANHOLES A AND B TO BE RA/SED SECTI ONALLY TO OF EAC - �Gq HEIGHT H L/FT OF G 9''""`^"� DEBRIS F 4C INALCLOSURE •L ELEVAT/ON IS REACHED. 5EE 5PEG S. �— B g°45' W ASH 32 •333 'o *EXIS TIA/6 STORMWA76A /D' SETBACK ' / ITCH • 33B t� / PROPOSED ALL WALL 3— //u^ ONS/TE ST,T=LT .S R NOFF 1171H ALO G WALL SN,L 6E ... CONSTRUC EO PR/OR FINAL CLOSUR.336 335 993 3aa• 33S 'J, G90 •334 \\ ONSITE STORM WATER .3aa D/TCH SEE DETAIL 4/C5 aza }1 •3oa _ - Sol � '3380 33S� $"DIA. HOPE STANDPIPE C/2 P Vf-AIOP FI A ,_L0, L—AMS To C_F_ MALL COA.GRETE. WALL PRIOR FINAL "Il(W c. ,o ALONG CL EANOLIT-SEE DRAWING FOR COORDINATES TO CE OFFS/TE STORMWA7ER OA/TROL WA:.L TO 6E THE RE5 /B/Ln Y OF ANZS: RAISED TO CLOSURE EL5"T/ON AS PER DETAIL 1/66 OFFS/TE STORMWATER D/TCH 5EE DE7A/L 3/C5 NOTES J. EOUNDARY INFORMATION AND EXISTING TOPOGRAPHY p4WD ON BOUNDARY AND TOPOGRAPHY SURVEY BY EASEL/NE JOB NO. 90-/IB9-1O23/7 DATED /Z-4-B9. ..,,•• REVISED G'J1'90. AS -BUILT TOPOGRAPHY BY EASEL/NE FOR AIW, AND 1O-90FIELD SURVEYS LWTED )ULY /990, F/ORILLO 1N0., 2. THE HOR/ ZONTAC. PLACEMENT OF THE RETAINING pP y c 5 WALL ANO LEAGHATE TREATMENT BUILD/N6 SHOWN IS APPROX/MATE CNLY AND MUST BE FIELD LOCATED PR/GR TO THE START OF CONSTRUG T/ON. �°"`F�C',.=• 3, OFFSITE STORMWATER O/TCH TO HAVE MAX/MOM CTRADE 0'3/ �'•••••- ALIGNMENT TO BE LOCATED IN FIELO BY FN6/NEER. v �eix YL OLIYET pECLAMAnOH SITE FINAL CLQSURE TOPQGRAPHY •..C3 � "" •�• '� •"u.cu FNU1L CLOSURE A TF3 I RlrwdO eOaNL npK Oe[ hrCCD pV ALC z e . ,ao sLaea .I.S arew,v xe aAreewuTzwa • a elAeA met rAAwrttoa LwlPk.n✓e scAraa rIz PR rdlAL. hAYper 1•fOi-L OC G'KriL� IAp�/ (AlTY-A•JAy- bl. TIE CLJTCA /1 Wy !MILL of CY A}GTdD er G r rAUAeDYO(D rgJufYT WeMALL pPy r r.cpr .r2wrL � W Z- AW. . AOCOVtpAfE RM NM rr IJ .e' Nau.O iCA4i6 - . 4� � 'r`� `- 3 � <dttww CLx/¢ft aMltc d• ws NLLLO _ ��erarlMc.arnRrL-, �.�?rrov a rar r:vsNNUG1f - rad o ztorr I f--er.erttla veuteR z -c ire .Irvre I oww+.a .tsEv - 1 - �. __ I - -erLrrAeE,e minuo xe WorF z zip:».r =:�. Dtrw o+nAuu Leas .vl ea �ln nD7 cona�aroo e� 1 ♦t.rJ eL1Y1rIaNq % � 1 —e'or nrar I 7�—Mdr ., :l^'tr 'writ. afrnaA nan 6dowlNr.wz - - me Y SI.aAC a1 � M/Y✓po r,. o• .. �+. Y. rt .Yo,.anv,e mm�ar t —� •uc i � oeorerrar r (Yn� J.., .T r,„-r=-?_ -'•o- _. ; ,,� +s aia� �Aurrr ;; I � r t r 1 _roar :.os.r,Le •Lo � �SLLrc .r. ;.rMOweelton! I ,a,,,_, �-~ •r,,:•, „ - __ •-60 Mrt MOM - ' RYTLAFD oroNdnlr•rwL l - �� .1ee I o' I� e'•trElO� 1 ryr-rt U' O�w�4U+ _ � r•O'� I COIOR CfIDa .�.• fir) Pv ofrC.sY r•vaYrrnv PE'M01/fiD -- v'EY KAIOlrrrD LVA! T* To G ro tDmtrq kelEa DETAIL 0 AEAIduTtm nce. _ DETAILt, rnw.rr+w e-MUFL VrrlreNArel1 pqE Tae'MD.F za.D Rcr - '�O.f DiL; � rrVw�rrw-r rY rf• tvwGrL CIE�t Or Lvrr[A,v mll— r.tloc —1 DETAIL rq 6wE �WUXI ,o �rt d.rwteo ��JM�iL�PfIIr�� .�w �...� .., cro.LnueArnrr .,- _ ♦ ��rxa.'ue--.1 � i� • a vI�- parlr.Irl �+—rs DETAIL \ f!YlLN.6CMY zc .MMYVN ONAwAI[Y4\- d-0'/1YY. COVN! � ` may. ✓i IY1I k.— DY OIIrLM � prLr CeHA �- - _ rTt' WYOrIrO ALCM \ ✓L ..0 rrr r.LonvL.P�.rr�I M �MrAe Pw5E t 5OUlN VkRMElEq 2YlORrRr LWR AWJIOP lT Y INER YI'rrOa dERW aF7YRxt0 reLL 11P ' 1 akAL COVER OEIAR J'� q DETAIL DETAIL 4 -, DETAIL !car \J ww.E tl.cz N�X% ®...". �•�. _ .N. w ••• •••- .... .... ••• . •i'' - •moo Yl OltfN. pEC1EYr1iON lrT! c.oSURk MISCELLANEOUS DETAILS CO ..r..•sT.e a-s�- �c-w nFTvcaG .� a-.� •.T,c.� -\ yf44YN� <LS ��. - - C{ 4e L / Fpy I.ORGv �/CN}�aWSGO wwp�WpG� OOG /'aMM.a Sfl .YYfi gpMLp� .1 ce i•'~•.i .. ... N �-ERMlE Aaa Q'f<c! q.?a �, .ux• a..twofm .vEvc F•- 1vPICLL LFAGIAIE COLLECTgN PiE iREHGH i� ��--77 _ - + DETAIL i 7 DETAILE .e ea ..ar .tcatE ELFiG 4ti^ . iNER PENETMTgN - .. I? "t ,Y_ SFF OETAR 2 NANMOlES'A AND'9' -. -•..- .'_ SECTION Ws ALE et n.orr ,17 ! ,LINER KNETMTIM QETAIL . xRv�. tv�'ssy� NO leue - eepLu rzG--1 IL OFFStTE STO A TER DITCH „ DETAIL a` ` 1 1 NON-PERFOMTEO PNE NOfaN6 WM.DLE •R• TO 1lApUTE PRETRENIENI lIIL0*0 DETAIL 1 ...o. ,. PIM$E ! SOUTM PFRYEIER ANC11p1 aERM ASMKT LWD STOW —ER WON DETAIL � ow DETAI ��^ ,ter w ,e„ ,,,,.�- _" trt alPtT R[CIAtuTiOM EtR MISCELLANEOUS DETAILS ^CS •• �'E°L-- FwL uosulE M ODi6E `. L�