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z <br /> /4=�COM <br /> a <br /> PROJECT <br /> PHASE II VERTICAL <br /> INTAKE STRUCTURE <br /> < 10680 10680 <br /> 10670 10670 <br /> EXISTING GROUND SURFACE <br /> 1 D660 SLOPEWASH AND 10660 <br /> RESIDUAL SOILS <br /> 10650 10650 CLIENT <br /> SOIL NAILS <br /> 10640 (LENGTH VARIES) 10640 <br /> s F REINFORCE SHOTCRETE FACING OF SOIL a Climax Mol ybdenu <br /> o NAIL WALL USING WELDED WIRE MESH. A Freeport-McMoRan Company <br /> zz 10630 FACING SHALL EXTEND T BELOW TOP OF 1 D630 zz <br /> ROCKSLOPE F <br /> w 10620 10620 w CONSULTANT <br /> w ROCK BOLTS ON 5'x5' SOIL NAIL WALL L <br /> 10610 STAGGERED PATTERN ROCK SLOPE 10610 8AECOM <br /> 04 CO ORADO AVE. <br /> WITHIN ROCK SLOPE 110 EL.10,595.10 + surte2ol <br /> 10600 10600 GLENWOOD SPRINGS,CO.81601 <br /> LEVEL <br /> www.aecom.com <br /> a 10590 INTRUSIVE COMPLEX(COMPOSED 10590 <br /> OF QUARTZ MONZONITE <br /> CONSULTANTS <br /> 10580 PORPHYRY OR SIMILAR ROCK) 10580 <br /> 10570 10570 <br /> -0+50-0+40-0+30-0+20-0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 <br /> STATION(FT) <br /> RAISED BORE FOUNDATION <br /> c-os <br /> 20 0 20 40 <br /> SCALE IN FEET <br /> 0 <br /> z <br /> 0 <br /> F REGISTRATION <br /> a <br /> xU <br /> W <br /> z <br /> O <br /> t= <br /> a <br /> z <br /> a OR►D0 l l�Fy <br /> LL 10730 10730 p;•�x siK •JF <br /> o c. o �•O <br /> TOWER/RAISE BORE 3035 <br /> ? <br /> z 10720 10720 <br /> o FOUNDATION <br /> ~ 4RESIDUE <br /> NAILS cF., <br /> S 10710 — 10710ASSUMED1D700 BEDROCK 810700 <br /> SOILS <br /> z 10690 1 10690 z <br /> W O SLOPEWASH&yRESIDUE SOILS 10 SOIL NAIL WAL1p68p RO KSLOP10660w _— OLTS <br /> 0 <br /> 1 10670 10670 <br /> ELEV 10669.00 <br /> w <br /> y <br /> INTRUSVE COMPLEX <br /> � 10660 — FOUNDATION/RAISED 10660 <br /> o (COMPOSED OF QUARTZ BORE EXCAVATION KEY PLAN <br /> " a MONZONITE PORPHYRY <br /> ELEV 10657.03 10650 <br /> poi 10650 OR SIMILAR ROCK) 7 RAISED BORE GENERAL NOTES: <br /> N N [ <br /> c 10640 10640 <br /> 1. ROCK SLOPE AND SOIL NAIL SHORING WALL BATTER APPROXIMATELY 1 H:10V. <br /> a -0+M00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+OD 1+10 1+20 1+30f35 <br /> J O STATION(FT) 2. REINFORCED SHOTCRETE FACING USING WELDED WIRE MESH,STRIP DRAINS ON 4' <br /> CENTERS,6-SHOTCRETE THICKNESS. <br /> c 3. SOIL NAILS-NO.8 WILLIAMS THREADBAR,FULLY GROUTED AND CENTRALIZED, PROJECT NUMBER <br /> 0 15-DEG.INCLINATION FROM HORIZONTAL,5'X5'STAGGERED PATTERN FIRST ROW <br /> TOWER/RAISED BORE FOUNDATION D OF NAILS 1-FT.BELOW BROW,SEE DETAIL C-06. 60591226 <br /> C-03 <br /> w 20 0 20 40 SHEET TITLE <br /> Wa <br /> 3 SCALE IN FEET STABILIZATION AND FOUNDATION <br /> EXCAVATION <br /> r9 <br /> a� <br /> m'E <br /> SHEET <br /> J L <br /> C-06 <br /> ovl:e.a o. v;vwco�w <br /> R y c .P. <br />