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BRIDGE ABUTMENT <br /> o ACCESS BRIDGE PECOM <br /> z DH-2 <br /> 10740 — <br /> PROJECT <br /> PHASE II VERTICAL <br /> 21 10730 I INTAKE STRUCTURE <br /> I ' <br /> 10720 <br /> EXISTING CLIENT <br /> 10710 _ I GRADED INTAKE TOWER <br /> I I SURFACE <br /> ®Climax Molybdenum <br /> A Freeport-McMoRan 0 10700 <br /> 70 <br /> I <br /> ?�S CONSULTANT <br /> 604 COLORADO AVE. <br /> E I I AECOM <br /> Gq <br /> A 10690 <br /> Suite 201 <br /> g I GLENWOOD SPRINGS,CO.81601 <br /> I I DROP STRUCTURE www.aecom.com <br /> a 10680 I CONSULTANTS <br /> I I HORIZONTAL <br /> I I DRAINS <br /> 10670 <br /> _ I BASE SLAB <br /> 10660 <br /> I I 'e>=:—ror>55. -- <br /> APPROX.BEDROCK ROCK BOLT _ <br /> SURFACE FROM <br /> 10650 - TEST PITS EL.10,350.0 <br /> I <br /> EL.10,64 .0 <br /> 10640 EXCAVATE TO DAYLIGHT <br /> C EXISTING 90"RJ I REGISTRATION <br /> GROUTED STEEL PIPE I BACKFILL CONCRETE <br /> EXCAVATION LIMIT <br /> 10630 - - <br /> I � R►.DO,I l�f <br /> 10620 <br /> ;o <br /> 30 <br /> TUNNEL <br /> z <br /> a 10610 - <br /> U <br /> F <br /> w ISSUE/REVISION <br /> 10600 <br /> 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 <br /> U <br /> ^y INTAKE TOWER PROFILE rA� vR ogre DESCRIPTION <br /> g-0 TOWER BASE 10 0 10 20 c-o3 KEY PLAN <br /> N U (FUTURE) SCALE IN FEET <br /> 8gg <br /> 45.5- <br /> Q EL.10,655.0 EXCAVATE TO <br /> m r — T — DAYLIGHT <br /> J m' ZAPPROX.TOPOF <br /> q BEDROCK,EL.VARIES <br /> EL.10,643.0 PROJECT NUMBER <br /> ' EXCAVATION LIMITS BACKFILL CONCRETE 60591226 <br /> SHEET TITLE <br /> E9 <br /> a VERTICAL INTAKE TOWER <br /> °UN INTAKE TOWER PROFILE GENERAL PROFILE <br /> 10 0 10 20 <br /> SCALE IN FEET SHEET <br /> J L C-04 <br /> aya..a coK<m a,a, <br />