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i <br /> 0 <br /> 4- �Ocom <br /> A � / PROJECT <br /> A /s <br /> C-04 PHASE II VERTICAL <br /> N-29976.5 <br /> 1 INTAKE STRUCTURE <br /> E=5357.76 <br /> j DH-2 <br /> N=29970.92 '� + N=29967 65 <br /> v E=5347.13 r E=5362.41 ✓.,� �y <br /> mV / N=29967.17_ <br /> O E=53663 -�-�" �.✓' CLIENT <br /> N=29962.07 -, 1 �/ <br /> E=5351.78 �� BRIDGE ABUTMENT'------ <br /> ,�.Climax Molybdenum <br /> w N=29958.57 \ / / <br /> A Freeport-McMoRan Company <br /> E=5349.95 <br /> _ l <br /> N=29962.87 \S <br /> S. <br /> E=5358.14 - �`-"_ \ �/� ._.. CONSULTANT <br /> E AECOM <br /> m OD4 COLORADO AVE. <br /> W \ Suite 201 <br /> GLENWOOD SPRINGS,CO.Ill 601 <br /> 10730 <br /> .------"'— � ,. CONSULTANTS <br /> ACCESS BRIDGE <br /> gRO fiACCESSB IDGE <br /> 101 \\ AND INTAKE TOWERS <br /> - <br /> REGISTRATION <br /> W N \ <br /> ' N=29877.58 <br /> m �� ✓^ <br /> q <br /> N <br /> •� i g80 �x0 '`� i N�0•L/CF <br /> INTAKE TOWER o�NSIK ino <br /> r BASE SLAB `} <br /> t�\ o `ss anxe�� <br /> OVAL <br /> i 1 N=29856.22 ��?. INTAKE TOWER �•••� <br /> J 1 1�10 E=5388.39 <br /> �. <br /> ISSUE/REVISION <br /> `++ ` BACKFILL CONCRETE <br /> y 0 \ <br /> � 20 0 20 40 � V \ I/R DATE DESCRIPTION <br /> HORZ <br /> r \ <br /> SCALE IN FEET <br /> R of - -- ..- / KEY PLAN <br /> cc?? <br /> N V CONTOUR INTERVAL: MINOR 2 FOOT ......N=29833.43 <br /> H of MAJOR 10 FOOT \ \ \ E=5452.05 <br /> a a NOTES: <br /> JI 1)TOPO IS FROM DRONE SURVEY ON JAN 31,2020 \ 1 \ <br /> q AND IS THE BASIS FOR DESIGN. N=292 .58 / <br /> ' E=5421.58 <br /> g B �� n �. <br /> N 8 f PROJECT NUMBER <br /> h C-04 \ AREACONTOURS ARE NIOT S OWNED SLAB \ 60591226 <br /> w \ SHEET TITLE <br /> VERTICAL INTAKE TOWER <br /> g I / N=29812.07 \ \ GENERAL PLAN <br /> Il ((( E=5411.87 \',x <br /> 4E \� J� S <br /> ACCESS ROAD (i 1 I � <br /> '9 1 <br /> E ` SHEET <br /> \ C-03 <br /> �maea cove vaK w, <br />