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i <br /> V <br /> 10660 P"Com <br /> TOWER LOCATION <br /> PROJECT <br /> 10670 ASSUMED BEDROCK LIMITS PHASE II VERTICAL <br /> EXISTING TOE OF TOP OF ROCK EXCAVATION <br /> / 1.2:1SLOPE BASE OF SOIL EXCAVATION INTAKE STRUCTURE <br /> -- — --- -------- — ----- -------- — -- — — <br /> • e • e • e e — \ — — <br /> 10650 :. ,. o e o e e e e, e o o e o • e e • • e o o __ o o e • e • e • e e -- CLIENT <br /> TYPICAL ROCK <br /> Climax Molybdenum <br /> LIMITS OF EXCAVATION <br /> BEYOND BASE SLAB EXCAVATE SURFACE BOLT LOCATION <br /> 0 0640 TO 10,648.0 - BEYOND BASE ITS OF OND SLAB <br /> _ A Freeport-McMoRan Company <br /> RAISED BORE LOCATION <br /> CONSULTANT <br /> E 10630 <br /> AECOM <br /> 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 804COLORADOAVE. <br /> Suite 201 <br /> TOWER INTAKE ROCK BOLT WALL PROFILE GLENWOOD SPRINGS,CO.81601 <br /> GENERAL NOTES: .e°°°m.°°m <br /> 10 0 10 20 <br /> SCALE IN FEET <br /> 1. REINFORCED SHOTCRETE FACING INSTALLED ROCK EXCAVATION USING WELDED CONSULTANTS <br /> WIRE MESH,STRIP DRAINS ON 4'CENTERS,6"SHOTCRETE THICKNESS,SEE DETAIL <br /> C-06. <br /> 2. ALL ROCK BOLTS WILL BE FULLY GROUTED AND CENTRALIZED,20-DEG. <br /> INCLINATION FROM HORIZONTAL,5X5 STAGGARED PATTERN. <br /> 10700 --- ------ <br /> 10690 ..._.-_.. .... ..... <br /> APPROXIMATE <br /> CUT SLOPE 1.2:1 <br /> 10680 <br /> REGISTRATION <br /> w <br /> 0 <br /> 10670 - — <br /> O <br /> w <br /> rc <br /> HORIZONTAL DRAINS <br /> ASSUMED <br /> 10660 - — BEDROCK LIMIT V N. .... <br /> 4X4 W2.9 X W2.9 WWF ore siK �. <br /> WELDED WIRE FABRIC -•�� <br /> MESH 30 <br /> w — <br /> - <br /> z10650 — — - - HORIZONTAL FSSj .. <br /> DRAINS <br /> F i <br /> w 8'LONG ROCK BOLT I <br /> ON5'x5'STAGGERED GRADED SURFACE SHOTCRETE <br /> F 10640 -- - -- I <br /> w PATTERN WITHIN SSUEIREVISION <br /> ROCKSLOPE <br /> 7 STRIP DRAIN <br /> DAYLIGHT <br /> �I 10630 — _-_..._�__ ROCK BOLT SEE NOTE 3 <br /> -G+10 0+00 0+20 0+40 0+60 0+80 0- - I/R DATE DESCRIPTION <br /> nw <br /> obi STATION(FT) WALL STRIP DRAIN DETAIL KEY PLAN <br /> NOT TO SCALE <br /> RAISED BORE FOUNDATION <br /> a a 10 0 10 20 NOTES: <br /> 1. STRIP DRAIN JDR-SD-12 OR EQUIVALENT. FULLY <br /> -9 OI SCALE IN FEET ENCAPSULATED IN GEO FABRIC. <br /> q R GENERAL NOTES: 2. STRIP DRAIN JOINTS MUST HAVE A 12"MIN <br /> 0 o OVERLAP TO BE SECURED <br /> N 1 1. REINFORCED SHOTCRETE FACING INSTALLED ON ROCK EXCAVATION USING 3. STRIP DRAIN DAYLIGHT ENDS MUST EXTEND PROJECT NUMBER <br /> WELDED WIRE MESH,STRIP DRAINS ON 4'CENTERS,6"SHOTCRETE THICKNESS, THROUGH THE SHOTCRETE FACE AND BE <br /> F SEE DETAIL C-06. TRIMMED BACK ONCE SHOTCRETE CURES. 60591226 <br /> 2. ALL ROCK BOLTS WILL BE FULLY GROUTED AND CENTRALIZED,20-DEG. SHEET TITLE <br /> ° INCLINATION FROM o HORIZONTAL,5X5 STAGGARED PATTERN.a STABILIZATION AND FOUNDATION <br /> o EXCAVATION <br /> o� <br /> 'm E <br /> SHEET <br /> C-05 <br /> «ram caren asae, <br />