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a �com <br /> Z \ �� <br /> < v <br /> PROJECT <br /> cAoz PHASE II VERTICAL <br /> INTAKE STRUCTURE <br /> Q " <br /> MACCAFERRI ROCKFALL \ DH- <br /> NETTING TO BE INSTALLED <br /> BY OTHERS. TOWER <br /> CONSTRACTOR TO INSTALL <br /> ANCHORS <br /> CLIENT <br /> X Climax Molybdenum <br /> A Freeport-McMoRan Company <br /> 0 <br /> A <br /> CONSULTANT <br /> E MACCAFERRI ROCKFALL AECOM <br /> NETTING OR EQUIVALENT 804 COLORADO AVE. <br /> Suite 201 <br /> � GLENWOOD SPRINGS,CO.61601 <br /> 30 w .aecom.wm <br /> a` <br /> CONSULTANTS <br /> i? <br /> O,o <br /> 0 t� <br /> ^O <br /> 00 <br /> c� EXISTING TUNNEL <br /> o REGISTRATION <br /> 0 <br /> R N=29880.28 <br /> N E=5429.40 <br /> u, <br /> �o <br /> / <br /> N=29852.11 <br /> Ir E=5416.34 s0 <br /> y <br /> u, <br /> z _ 'O <br /> E=5385.69 <br /> \ \ ISSUE/REVISION <br /> 2O \\ \\ \\ OUTLINE OF <br /> INTAKE TOWERBASE A <br /> ry \ \ <br /> EXISTING 90"0 PIPE I/R DATE DESCRIPTION <br /> 20 D 20 40 \ \h TO BE FIELD CUT \HORz \ PER DRAWINGS \ 0 <br /> 9— SCALE IN FEET \ 2• KEY PLAN <br /> i <br /> v CONTOUR INTERVAL: MINOR 2F00T B \\ \ <br /> N o MAJOR 10 FOOT C-04 \ <br /> a¢ NOTES: \ // <br /> v EXCAVATION LIMIT \\ /// N=29832.60 <br /> mi 1)TOPO IS FROM DRONE SURVEY ON JAN 31,2020 AT EL 10648 \ \ // E=5454.75 <br /> q AND IS THE BASIS FOR DESIGN. / <br /> o� LCJ <br /> PROJECT NUMBER <br /> \ CONTOURS IN REGRADED SLAB 60591226 <br /> yp \ AREA ARE NOT SHOWN SHEET TITLE <br /> a, <br /> r I VERTICAL INTAKE TOWER <br /> �N \ EXISTING CONDITIONS-PLAN <br /> S2 C x <br /> J ° Q ACCESS ROAD N=29809.36 <br /> f <br /> C-05 E=5411 04 SHEET <br /> LL 9\ C-01 <br /> `a�.ya.e conenv.a. <br />