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�r� <br /> I I <br /> I I <br /> III <br /> I I 12 <br /> I I 8"DIA.HOPE <br /> 4� <br /> PIPE(DR21) <br /> I I 36"x 36" <br /> WINDOW <br /> I I <br /> I 8x 6 HOPE DR21 <br /> I REDUCER <br /> r1 8"HOPE FLANGE ADAPTER <br /> 3"BURIED SERVICE L J AND BACKING RING 3"BALL VALVE 1000LB JIB <br /> GATE VALVE CRANE <br /> _ 3"CHECK VALVE <br /> F, ------__ _I 6x 6x 3 316SS REDUCING TEE <br /> 8'_0" AIR VENT/VACUUM VALVE <br /> PRESSURE GAGE 3"DIA.SS DRAIN I I PRESSURE GAGE 6"BLIND FLANGE i"THREAD-O-LET <br /> 6X6X3 316SS <br /> I 1"THREAD-O-LET PIPE SUPPORT / ALL VALVE <br /> TO SUMP O <br /> 15'-0" %z"BALL VALVE FLOW METER 6"316SS TEE (TYp,6) REDUCING <br /> TEE(IYP.3) <br /> 9'-8" 1'0„ <br /> _ CONCRETE <br /> FOOTER SLAB <br /> 3'-6" 1-6 FIE EL 10374.0 <br /> 3"QUICK - - - - <br /> III � III <br /> T_ 3'-6' CONNECT =L-III-111= <br /> VENT/VACUUM a III II 2"QUICK - <br /> VALVE 6"SS HEADER FLOW METER 9" I CONNECT l l <br /> 6"DIA.SS HEADER T-0^ b SPOOL B <br /> SPOOL A EXPANSION JOINT �- -�1'-0" <br /> AROUND MANHOLE #5@12 OC,EW <br /> MIN. <br /> 3070 MAN DOOR <br /> 2"CHECK VA VE W/WINDOW STANDARD MANHOLE <br /> 2-0 2"BALL VALE a LADDER RUNGS <br /> 72"DIA.PRECAST <br /> 12'-0" 109 In MANHOLE SECTIONS <br /> 3"CHECK V LVE <br /> 3"BALL VAL E <br /> 18"DIA. VALVE BOX TO 6" FOUNDATION <br /> INTAKE PIPE ABOVE GROUND GRAVEL <br /> SURFACE AX <br /> 3"NPT PLUGCOMPACTED6"BLINDGRATING BLOCKOUTS STRUCTURAL <br /> FILL P. <br /> FLANGE (GRATING NOT SHOWN) � ) �� <br /> FLOW� � <br /> y ELECTRICAL PANELS(FIELD <br /> LOCATE,BY CLIMAX) 3"BURIED SERVICE <br /> 1'-6" 1000LB JIB GATE VALVE <br /> CRANE <br /> w <br /> X <br /> 3'-0" BOLLARD(2 EA) <br /> Eo <br /> g a <br /> 109 O <br /> 18"DIA.CORRUGATED <br /> o <br /> o <br /> NWSEL 10359.0 HOPE INTAKE PIPE NWSEL 10359.0 <br /> 1 PUMP BUILDING <br /> PLAN VIEW FLOW <br /> Emma <br /> n 2 EA SUBMERSIBLE <br /> o 1 2 4 6 INV.EL.10357.0 <br /> Scale in Feet PUMPS WITH FLEXIBLE <br /> DISCHARGE HOSE. <br /> LL <br /> 24"DIA.BLOCKOUT <br /> (GROUT ANNULUS) <br /> z EL.10355.0 <br /> a <br /> 0 <br /> E <br /> COMPACTED GRAVEL <br /> BEDDING.MIN.9"THICK PUMP BUILDING PUMP BUILDING e <br /> A <br /> SECTION 109 SECTION 109 <br /> 0 1 2 4 6 0 1 2 4 6 <br /> Scale in Feet Scale in Feet <br /> NO. DATE MADE BY CKD.BY REMARKS This drawing together with any and a//additions, u) Climax Molybdenum Climax Mine <br /> Q 06/23 SAA SMM ISSUE FOR BIDDING corrections, changes and alterations thereof is the ryf 5 DAM SEEPWATER COLLECTION AREA <br /> Z Q 08/23 SAA SMM ISSUE FOR CONSTRUCTION property of Climax A4olybdenum Company and is O Climax Molybdenum Climax,CO <br /> o p furnished on the express condition that it shall w A Freeport-McMoRan Company SECONDARY CONTAINMENT SYSTEM 01/23 s��E <br /> not be reproduced copied, lent, or disposed of U SAA 1051.19.17 <br /> o j directly or indirectly, nor used for any other w ago❑s.iNca sTQeeT DRAWING NO. <br /> purpose than for which it is specifically furnished w W.W.WHEELER ENcrcw000,CO sal 1 0-3405 PUMP BUILDING SMM 01/23 <br /> o Without the prior Written consent of said Climax I & ASSOCIATES, INC aOa-951-41 a❑ vccev,Eo ev <br /> Molybdenum Company" wage,Re�o,,,�e� ens PLAN,SECTIONS AND DETAILS 6-807-00109 <br />