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RECEIVED <br /> r <br /> SEP202018 <br /> DIVISION OF RECLAMATION STING CULVERT SAF <br /> MINING AND OUTLET INV.EL. EXISTING BURIED L-ri <br /> 8581.5t DIESEL SYSTEM <br /> 2" HDPE DRAIN PIPE 1 f <br /> DG of oAV <br /> EXTEND CU VERT 2q <br /> MIN.W LIKE PIPE I EXISTING DIESEL SYSTEM \ <br /> EXISTING 24"DIA. 12" HOPE SUCTION HEADER \ <br /> E NOTEILY / LVERT EXTENSION I I I <br /> R DIESEL HEADER EXISTING SEEPWA R <br /> I I DIESEL PUMP <br /> SYSTE EXISTING DIESEL <br /> CONCRETE SLAB \� PUMP BURIED <br /> �, 12" HOPE PIPELINE <br /> EXISTING <br /> EL.8583.0' <br /> CULVERT OUTLET ( CIE <br /> �VE <br /> I I / INV.EL.8581.5t <br /> (SEE NOTE 2) EXISTING FLOW METER <br /> o � _ <br /> �Y G <br /> AW <br /> 8590 <br /> o / �- //�� INSTA -2"DIA.GALV. <br /> oI EL ELECTRICAL--I NORTH FEEDER <br /> 0 / j NDUITS UNDER RAISE <br /> CHANNEL CULVERT / EXISTING CULVERT <br /> o I ' (42"DIA.DR 17 / EXTENSION COUPLER, PRE-CAST MODULAR <br /> / r / SEE NOTE 3 I BLOCK WALLS <br /> 4 I I INSTALL 2-2"DIA.GALV. <br /> STEEL ELECTRICAL (2 LEVELS,SEE NOTE 4) <br /> CONDUITS UNDER RAISE <br /> (SEE NOTE 6) <br /> i t RAISED ROAD JERSEY BARRIER <br /> ALIGNMENT <br /> EXISTING 36"DIA.HOPE (SHOWN CONTINUOUS) <br /> / SOUTH FEEDER CHANNEL I <br /> JERSEY BARRIER CULVERT I <br /> o (SHOWN CONTINUO <br /> 5E <br /> 0 8590 x <br /> CULVERT GATE "" I CS — <br /> " t.RAISED ROAD / A INV.EL.8582.6t I <br /> ALIGNMENT / '� CS <br /> CULVERT GATE <br /> / INV.EL.8583.1t -•,=,v--� <br /> EMME <br /> SEEPAGE COLLECTION CELL / <br /> (WSEL 6584t) <br /> x / SEEPAGE COLLECTION CELL ✓/ _NOTES: I \ _e <br /> / (WSEL 8584t) <br /> / 1. TYPICAL SLOPE TO TIE-IN RAISED SURFACE TO OTHER ROAD SURFACES. <br /> / ICI V�` 2. CONNECT CULVERT EXTENSION USING CONCRETE BLOCK. I�I ,L <br /> � I I�. <br /> o �'T 3. FILL OVER CULVERT EXTENSION AS NECESSARY FOR ROAD RAISE.FILL ON CULVERT SHOULD BE%d'DIA. ►i�\I i <br /> CLEAN,ANGULAR ROCK TO PREVENT DAMAGE FROM COMPACTION AND TO FILL PIPE HAUNCHES. <br /> 4. CONSTRUCT 2 LEVEL MSE WALL PER SECTION B ON DRAWING C5. � -- <br /> o z s io 15 5. EXTEND THE VALVE STEM BOX AS NECESSARY. — _ _ o 5 to is <br /> 9 Scale in Feet 6. MINIMUM COVER DEPTH 2 FEET.BED PIPE IN AGGREGATE BASE COARSE MINIMUM 3-INCHES ALL SIDES. Scale in Feet <br /> NORTH FEEDER CHANNEL CULVERT SOUTH FEEDER CHANNEL CULVERT <br /> E 1 PLAN VIEW L _ <br /> PLAN VIEW <br /> NO 1pBV 'This droWing together With any and ol/additions, N SEEPWATER DETENTION BERM Climax Molybdenum Henderson Mill <br /> ® `suu arloeswea corrections, changes and alterations thereof is the .ClimaxM61ybdenum Pamhall,CO <br /> Z ® yivmle roe sure eox oEsic"aenex property of Climax Molybdenum Company and is p <br /> O anrmle rSl oeu ronoxlsmucrioru lumished on the express condition that it shall w A Freeport-McMoRan Company ROAD RAISE TEM 03/18 1333.01.13 <br /> not be reproduced, copied lent, or disposed of Z <br /> > 0 directly or Indirectly,nor used for any other w i 3700 S.INaA STREET DRAWING NO. <br /> ` w 0 purpose than for Which it is specifically furnished w �n,'r W.W.WHEELER ENGLEW000,co eo11 o-340S FEEDER CANAL CROSSINGS SMM 03/18 <br /> f Without the prior Written consent of said CIIm— LL 1 6 ASSOCIATES,INC 303-761-4130 .ccEvrEoar C4 <br /> N Volybdenum Company.` �� 1 w.ro.a..=".=..E.ar".«, FAX 303-761-2802 PLAN VIEWS ... <br /> rc <br />