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r a _ <br /> i <br /> j <br /> EXISTING CULVERT <br /> OUTLET INV!EL.' EXISTINC�URIED / <br /> DIESEL SYSTEM t <br /> 12" HDPE DRAIN PIPE / <br /> NG DIESEL SYSTEM <br /> t / r�. <br /> AS BU� 42"DIA PE / EXISTING 24"DIA. 1 " HOPE SUCTION HEADER <br /> CULVERT OUT EXTENSION LVERT EXTENSION I EXISTING SEEPWATER <br /> INV.EL 858 .6 _ - R DIESEL HEADER II \ <br /> DIESEL PUMP SYSTEM \\/ ` \ \ G DIESEL <br /> t t / EXISTING- <br /> CONCRETE URIE <br /> SLAB4 \ / // / 2�HDIt PIP E <br /> Y EL.8583.0' \ r / <\\ \ <br /> E t t t t /tIf i — I\ - / -� t t - \ l I 1 - / BCISTING BU <br /> PRE-CONST CTION \ / / \ \ / SERVICE LVE <br /> 1 f t f Jf f \ CULVERT ET i \ f \ \ / r \ / (SEE TE 5) <br /> INV.EL.8 81.5t <br /> (SEE NO 2) / ! / a5so 1 METER <br /> / 1 <br /> Ct <br /> o f• f j / � // f / by t // / _.,. �'.�- / t �.- `� � \ .� ,' �-1 � � � // � �,�.-�\\\\ --- <br /> NOR EDER <br /> f \ INSTALL 2-2",DIA.GALV. C EL CULVERT f/ / /// EXI <br /> a { / // f / , \ STEEL ELECTRICAL j�442"DIA.DR 17) // //// / NSION COUPLER Z S <br /> CONDUITS UNDER RAISE r // / / / TEj \ `\ f �/ PRE-CAST MODULAR <br /> (SEE NOTE 6) // /%// / I (2 LEVELS'SEETVOTE4)- <br /> 8595 <br /> JERSEY BARRIER <br /> MP.NOT ALL SHOWN) \ \ \ i ��� r/ � _ I i/ RAISED <br /> R AD JERSEY BARRIER <br /> A <br /> SH <br /> EXISTING 36"DIA.HOPE <br /> SOUTH FEEDER CHANNEL J I i INSTALL 2-2"DIA.GALV. <br /> CULVERT STEEL ELECTRICAL <br /> CONDUITS UNDER RAISE / <br /> (S—EE NOTE 6) <br /> J IL RAISED ROAD / �( / //////� `i ✓� \ _�=... !'-.�- --_ - <br /> ' ALIGNMENT -- <br /> ¢ CULVERT GATE _ — 8590 _CS <br /> r A INV.EL.8582.6t <br /> \\ <br /> CULVERT GATE <br /> INV.EL.8583.1t f <br /> a <br /> i <br /> SEEPAGE COLLECTION CELL <br /> "� (WSEL 8584t) <br /> SEEPAGE COLLECTION CELL <br /> (WSEL 8584t) NOTES: <br /> 1. TYPICAL SLOPE TO TIE-IN RAISED SURFACE TO OTHER ROAD SURFACES. <br /> / �J ,�� 2. CONNECT CULVERT EXTENSION USING CONCRETE BLOCK. <br /> 3. FILL OVER CULVERT EXTENSION AS NECESSARY FOR ROAD RAISE.FILL ON CULVERT SHOULD BE Y,"DIA. <br /> e, <br /> f 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. i <br /> o z 5 a is 5. EXTEND THE VALVE STEM BOX AS NECESSARY. 0 2 o is <br /> / Scale in Feet 6. MINIMUM COVER DEPTH 2 FEET.BED PIPE IN AGGREGATE BASE COARSE MINIMUM 3 INCHES ALL SIDES. Scale in Feet <br /> d <br /> S <br /> NO °"� ""0E B`' 'm`� This drawing together with any and a//additions, rn SEEPWATER DETENTION BERM Climax Molybdenum Henderson Mill <br /> ® ov+e *ow cas+ww aoxoesia+aenex correctfons changes and alterations thereof!s the Climax Molybdenum <br /> Parshall,CO <br /> mne %+ swwu son oesicN aenex property of CArnox Volybdenum Company and Ts p Z. <br /> furnished on the express condition that it shall w A Freeport-McMoRan Company <br /> o su+s a a u oNsmucnoN p P ROAD RAISE 03/18 333.01.13 <br /> �aa�,Eo FOR� rAOE". <br /> v) not be reproduced, copied, lent, w disposed o/ z <br /> +ma sn ron directly w indirectly, nw used fw any other w <br /> 0 purpose Than far Which It is specifically so lurnlshed w <br /> cBS ENGL s.w, O 80 FEEDER CANAL CROSSINGS R�� 0�18 DRAWING NO. <br /> Q Without the prior written consent of said Climax ASSw W WOWHEELER CIATES, INC 303-761-4130 eat to-3aos $NQM C4 <br /> Alolybdenum Company w cwx 303-761-2802 PLAN VIEWS ... Qt <br />