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- — <br /> 09 <br /> 1080 <br /> STA <br /> � <br /> ,, � _ •�'i� s � .178+97 _ . - ___ �-- —--� ,�._ ___ � - � ✓t �-'�- �' __ �1 -.. _ _ `;. <br /> DRAINAGE INLET <br /> 1 - <br /> N:29979.36 E:-586.06 <br /> r [60"P <br /> C� (APPROX.) <br /> PIPE (L WEST <br /> ✓ - (REF. DWG.411 <br /> loco EXISTING GABIONS, <br /> -- <br /> f P,• _ --�+ __ _ INTERCEPTOR - <br /> w <br /> STA. 178+94 - "�-"_-`----"" __ ,c�:-='- `"'_ � --- -- """_ _-- -- -""+---- - --� - - � � _ (REPAIR OR REPLACE _ <br /> r � --^_ _�_r, _� ._ - .. _. „- � `' � _- - AS NECESSARY),REF. <br /> REPLACE EXISTING -_ ..__ -" +—�- - - -s+ _ .t <br /> INLET OVERFLOW r�, � DWG 411 v� <br /> ' CULVERT W/24"DIA. <br /> CHDPE PIPE <br /> ACCESS ROAD _ <br /> EDGE OF ROAD <br /> Qftl <br /> r '. STA.184+14 _ o <br /> z ' <br /> N --' -. _. <br /> i <br /> ...... ." DRAINAGE INLET <br /> STA.179+20 _ N:29640.39,E:-203.89 � ��— �e <br /> "" SEEPAGE BARRIER "" _ _ I� @ i 60"PIPE(APPROX.) <br /> "'`r <br /> Z <br /> DWG.408) - (REF. DWG.411) <br /> 1'Q ✓ .' " _ '- .._ ---' lit +.,:� �.....� � �'_-_'",-�`� - w <br /> _ r <br /> »w <br /> 3 <br /> y , <br /> • <br /> .......... - <br /> ' <br /> ,--',' - _ HORIZONTAL ALIGNMENT OFNEW 60"PIPE TO <br /> 41FOLLOW ALIGNMENT OF EXISTING 46"PIPE. <br /> EXISTING <br /> SURVEY RIORIO REMOVAL. FIELD <br /> INTERVALS <br /> �� a r ! �: / - w.. ✓ r - _ ,i -, .t 4ADJUSTMENTS MUST BE APPROVED BY THE <br /> i <br /> _ <br /> ENGINEER. <br /> 4 0 30 <br /> 1108 - - - 11085 <br /> REMOVE 46"DIA.CMP, <br /> REPLACE W/60"DIA.CHDPE PIPE <br /> 1106 11080 <br /> U' <br /> Z � <br /> to UW <br /> 1107 11075 <br /> Of <br /> rn V + m Lq <br /> + I-- m N W Z <br /> 1107 11070 <br /> + <br /> 1106 11065 <br /> 1106 11060 <br /> 8 MIN 3.5'FILL OVER <br /> w _ TOP OF PIPE APPROX.2006 <br /> ° uW1ta5 - - - -- - - - - -- - - - - - GROUND SURFACE t1o55LL <br /> wz o - - - - - - - - __ z <br /> o — — o_ <br /> P7 J-- — — — —— —— ~ <br /> & j 1105 11050 <br /> F W S W <br /> .88% <br /> 00-0 <br /> 1104 PVISTA 178+ = <br /> 11045 <br /> EL 11 D47.758 PVI STA.178+97.00 <br /> EL 11D46.900 <br /> ERT A <br /> 1104 PIPE IN PROX. INVERT OF 11040 <br /> 8 PVI STA.184+1 .00 <br /> EL. 1 1041 800 PVI STA.187+00,00 <br /> `-� EL 11039.108 <br /> ¢ 1103 NOTES 11035 <br /> 1. HORIZONTAL AND VERTICAL CC NTROL DATA IS BASED ON CLIMAX <br /> COORDINATE SYSTEM. <br /> t103 2. CONTRACTOR IS RESPONSIBLEFOR UTILITY LOCATES. 11030 <br /> 3. BASE TOPOGRAPHY MAPPING F ROM AERO-METRIC,INC.SEPT.2006 <br /> F AERIAL SURVEY. <br /> 1102 4. MINOR FIELD ADJUSTMENTS OF ALIGNMENT ALLOWED WITH FIELD 11025 <br /> x 5. VERTICAL ALIGNMENT OF TOP F NEW 60"PIPE TO MATCH <br /> ELEVATION OF EXISTING 46"PI E. <br /> a 1102 tlozo <br /> 178-00 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 <br /> 9 <br /> 9 9 y Climax Molybdenum Climax Mine <br /> 'This drawin together with on and all additions, u) INTERCEPTOR REHABILITATION PROJECT enrml8 rEN smm —EDFORBiD corrections, changes and alterations thereof Is the Climax Molybdenum Climax,co <br /> z 0 property of Climoz Molybdenum Company and Is p • _ <br /> p 0 furnished on the express condition that It shall w A Freeport-McMoRan Company WEST INTERCEPTOR CULVERT REPLACEMENT(PHASED) 911/16 <br /> 8 1n not be reproduced, copied, lent, or disposed of i DCM AS Noted <br /> directly or indirectly, nor used for any other w DRAWING NO. <br /> v m specifically W.W.WHEELER 370❑s. cn sraEET <br /> g it ose than for which it is s ecof s furnished w ena�EWoao,c❑ 801 1 0-3405 PLAN AND PROFILE $MMY 1211/16 <br /> § Q WlfhOuf the prior wfltfen consent Of Said(;!lmOX W 6 A■•OCIAT6e,INC 303-761-4130 ®� <br /> Md)bdenum Company." cox 303-761 ZUB02 STA.178+00 TO 187+00 3 520-00405 Q <br />