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_ - - _ -- _ — - - — STA117•+67 - - - - - - _ <br /> —r — — TRANSITION — — — — — -- <br /> — — — — — — STEEL-R€D110EEL — — — — — <br /> .DWG.416) -- -� � _ ...— -� — — ._. ._._- <br /> ACCESS <br /> VENT/OVERFLOW <br /> INTCEPTOR EXISTING WEST INTERCEPTOR — MANHOLE <br /> Ef� EX <br /> (60"CHOPS) � (50"-Mpi — — —' — '— — — — (48"DIA.CHDPE) <br /> — — — — — — �-- (REF.DWG.414) <br /> m _ _ _ — — — 10, FINAL GROUND SURFACE <br /> FLOW _ — —_� — — — — — --- NEW WEST (MOUND ROAD FILL OVER 48"DIA. <br /> INTERCEPTOR PIPE TO ACHIEVE MIN.COVER) <br /> ---- (60"DIA.CHDPE) V-6" <br /> 9.WEST <br /> 1 410 INTERCEPTOR 1L— <br /> ACCESS I I 15 <br /> ROAD <br /> 48"CHDPE I I <br /> VENT/OVERFLOW I I <br /> I <br /> 15H:1 I I 15H:1V <br /> I I <br /> I I <br /> — _ — F a <br /> - - - - - - - - - 1- --I - - - - - - FLOW ACCESS <br /> — — — — _ — — — — — — — — — — — MANHOLE TRANSITION EXISTING <br /> — — — — — — �— — — — — — — _ \ (REF.DWG.414) STEEL REDUCER, INTERCEPTOR <br /> E — - - - - - - - 1 - - - -- — _ — _ _ \ ` F.DETAIL DWG415 PIPELINE( C ) <br /> PPE B <br /> EDDING NOT SHOWN. <br /> 3 _ TRANSITION STRUCTURE A— — — — — — — — — — — <br /> _ SECTION 410 <br /> —12"D50 — C <br /> RIPRAP_ 1'� I I / // 0 2 5 10 15 <br /> Scale in Feet <br /> (FIELD FIT <br /> - <br /> - <br /> E — — ———— t � ELBQW <br /> RE <br /> TW6UST BLOCK 30' ...._. —.___........_._ 2.5' VARIES <br /> — <br /> _ / --- - \ <br /> J _ '" — — __— \ MIN. <br /> 410 / �- ^` —�' - '��-�� •� `~ APPROX.EXISTING —L <br /> E — — — — GROUND I � 2'THICK <br /> 1 TRANSITION STRUCTURE <br /> LL PLAN VIEW <br /> 12"D50 RIPRAP, <br /> a 0 5 10 20 00 MIRIFI 1SON GEOTEXTILE OR <br /> 8 Scale in Feet APPROVED EQUIVALENT <br /> N <br /> OVERFLOW OUTFALL <br /> 48"45° SECTION 410 <br /> \ CHDPE ELBOW MSHA BERM/CONCRETE BARRIER <br /> \ AS REQ'D o z s 10 <br /> Scale in Feet 1s <br /> \ ACCESS <br /> o \ 1'6" ROAD <br /> \ ®IIN.COVER. <br /> SLOPE GROUND <br /> N — FLOW \ AS REQ'D <br /> 9 \ <br /> tl \ <br /> c MIN.SLOPE 1% \ \ <br /> N \ <br /> m TRANSITION I \\ <br /> o STRUCTURE 48"22 CONCRETE <br /> (REF.DWG.414) CHDPE ELBOW 3 <br /> THRUST BLOCK <br /> 48"CHDPE \ <br /> a NOTE: PIPE SECTION \\ <br /> PIPE BEDDING OIYP 20 \ 6' <br /> 3 (6"GRAVEL ALL SIDES) <br /> o NOT SHOWN. <br /> w 90"CHDPE APPROX.EXISTING \ <br /> N TRANSITION STRUCTURE ! e 1 ELBOW GROUND <br /> Z <br /> SECTION 910 <br /> 0 2 5 ,0 15 <br /> 9 <br /> 9 Scale in Feet <br /> c NO. DATE MADE BY CKD.BY REMARKS DRAWING NO. REFERENCE <br /> "This drawing together With any and oft additions, 0 /'�J. Climax Molybdenum Climax Mine <br /> ® OS/18 TEM SMM ISSUED FOR BID corrections, changes end alterations thereof is the =CfimaXMolybdenum INTERCEPTOR REHABILITATION PROJECT <br /> o co 03/19 DCM SMM ISSUED FOR CONSTRUCTION property of Climax Alolybdenum Compony and is p Climax,CO <br /> Po Company WEST INTERCEPTOR CULVERT REPLACEMENT(PHASE D) 9/1/16 a.. <br /> 0 furnished on the express condition thot it shoo w A Free rt-McMoRon Com an <br /> to not be reproduced, copied, lent, or disposed of z DCM As Noted <br /> o j directly or indirectly, nor used for any other W <br /> c purpose thou for Which it is specifically furnished w7oo s.Irven srreEE,- TRANSITION STRUCTURE 12/1/16 DRAWING NO. <br /> W.W.W.W.WHEELER EN1�Ew000,CO 801 10-a405 SMM <br /> 0o Q without the prior written consent of said(:l%mox W L:' 8 AB90CIATE B, INC 303-761-41 so axErrm er '.�_5'20-00410 <br /> Aldybdenum Company." K _ _ w.r..n...".�.,e.,e;"...., Fwx 303.761-2BO2 CIVIL PLANS,SECTIONS,AND DETAILS ... Qi <br /> K <br />