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z ICOM <br /> PROJECT <br /> 10850 10850 <br /> PHASE 11 VERTICAL <br /> 10840-- 10840 INTAKE STRUCTURE <br /> 1 OB30- SLOPEWASH AND 10830 <br /> RESIDUAL SOILS <br /> 10820- = E 10820 <br /> __10810 CLIENT <br /> I I I-El I EEI I M-1 I I_=_I I <br /> 10800 EXISTING - 10800 <br /> GROUND Climax Molybdenum <br /> 10790 <br /> 1=11_I—I <br /> A Freeport-McMoRan Company <br /> 10790-- <br /> 10780- 56.6'WIDE <br /> 10780 <br /> Z "r PLATFORM 80'BRIDGE <br /> 10770-- CONSULTANT <br /> 'E ROCK FALL <br /> 9 DRAPERY MESH AECOM <br /> I 1 804 COLORADO AVE. <br /> 10760- ...... IL NAILS INTAKE TOWER 10760=J I i I - N Sufte201 <br /> I <br /> LENGTH VARIES (FUTURE CONSTRUCTION) GLENWOOD SPRINGS,CO.81601 <br /> 2 0 LF TO 40 LF) <br /> 1 0750- SAFETY BERM <br /> 10750 —.aewm.mm <br /> LEVEL ELEV 10716.57 <br /> 10740' ............. CONSULTANTS <br /> z 10730- 10730 z <br /> tz JERSEY BARRIER <br /> ELEV1U142.00— D L <br /> 10720- ABUTMENT <br /> 10720 > <br /> w <br /> LLJ 10710- <br /> ABUTMENT FOUNDATION PIERS Lu 10710 <br /> EMBEDDED 10'INTOBEDROCK_ <br /> 10700- IIE FINISHED GRADE 107DO <br /> 10 <br /> 10690- OVERBURDEN SOILS --10690 <br /> 10680- --10680 <br /> 10670- LEVEL ELEV 10669.00 <br /> 10670 <br /> c! <br /> 10660 28.4'ROCK CUT 8 LF ROCK BOLTS z <br /> 0 10660 REGISTRATION <br /> 1 D650- 10650 <br /> BOTTOM C <br /> 10640- EXCAVATIO STAGE 2 SHAFT/RAISE BORE <br /> 2-3 SPUR TUNNEL ELEV 10657.00 SEE STRUCTURAL DRAWING S-03 10640 <br /> o (BY OTHERS) <br /> z <br /> 10630- 10630 <br /> V <br /> z <br /> < 10620- 1 10620 <br /> z STA 2+00.00 3035 <br /> 0 <br /> P ,-"'—INV 10606.50 <br /> 0610 STA 4+63.84 10610 <br /> -IN <br /> 10600 U) 10600 <br /> 9 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 4+00 4+10 4+20 4+30 4+40 4+50 4+60 4+70 4+80 4+90 5+00 5+10 5+20 5+30 5+40 5+50 5+60 5+70 5+80 5+90 6+00 <br /> 9 <br /> STATION(FT) <br /> INTAKE TOWER PROFILE <br /> 20 0 20 40 11Cv <br /> of SCALE IN FEET <br /> S2 <br /> KEY PLAN <br /> 9< GENERAL NOTES: <br /> so <br /> 1. ROCK SLOPE AND SOIL NAIL SHORING WALL BATTER APPROXIMATELY 1H:10V. <br /> 2. REINFORCED CE SHOTCRETE FACING USING WELDED WIRE MESH,STRIP DRAINS ON 4' <br /> FL CENTERS,6"SHOTCRETE THICKNESS. <br /> 3. SOIL NAILS-NO.8 WILLIAMS THREADBAR,FULLY GROUTED AND CENTRALIZED, <br /> 15-DEG.INCLINATION FROM HORIZONTAL,5X5'STAGGERED PATTERN FIRST ROW <br /> '62 OF NAILS 1-FT.BELOW BROW,SEE DETAIL C-06. PROJECT NUMBER <br /> 16 W51 <br /> 60591226 <br /> SHEET TITLE <br /> VERTICAL TOWER INTAKE PROFILE <br /> E <br /> SHEET <br /> C-04 <br /> CF.__­P­ <br />