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10730 <br /> N <br /> O <br /> z TOWER INTAKE ASSUMED BEDROCK LIMITS <br /> a DESIGN ALIGNMENT TOP OF ROCK EXCAVATION <br /> 10720 BASE OF SOIL EXCAVATION PROJECT <br /> PHASE II VERTICAL <br /> SLOPE WASH AND , �' •I = INTAKE STRUCTURE <br /> a 10710 RESIDUAL SOILS <br /> a <br /> � 10700 <br /> �� • '. .,.,. • • • • • • • • • • • • • • • • \ > CLIENT <br /> v / • • . • • • . •\ O <br /> Z • • • • • • • • • • • • • • • • • • • • • J <br /> 10690 I SOIL NAIL WALL m Climax Molybdenum <br /> > G • • • • • • • • • • • . • • . . • • • • • . • • • • • • • .—— IW A Freeport-McMoRan Company <br /> m w <br /> w co <br /> in <br /> • • • • • • • • • • • • • e o 0 0 0 0 0 0 0 0 • • • <br /> 10680 i <br /> i <br /> i Z CONSULTANT <br /> � • • • • • • • • • • • a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • • • • • • _ <br /> E / J AECOM <br /> i <br /> 804 COLORADO AVE. <br /> 10 �i�• • • • • • • • • o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • • _ <br /> 2 10670 (� SLE W <br /> GLENWOOD SPRINGS,CO.81601 <br /> t5 <br /> Q <br /> 0 <br /> u , � www.aecomxom <br /> ROCK EXCAVATION CONSULTANTS <br /> 10660 8.9 LONG ROCK BOLTS(TYP) I I <br /> I <br /> SPACED 5'X 5'STAGGERED PATTERN <br /> I I I <br /> I I <br /> I I <br /> 10650 <br /> 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 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 <br /> STATION(FT) <br /> GENERAL NOTES: <br /> 1. ROCK SLOPE AND SOIL NAIL SHORING WALL BATTER APPROXIMATELY 1H:10V. <br /> 2. REINFORCED SHOTCRETE FACING USING WELDED WIRE MESH,STRIP DRAINS ON 4' <br /> CENTERS,6"SHOTCRETE THICKNESS. <br /> 3. SOIL NAILS-NO.8 WILLIAMS THREADBAR,FULLY GROUTED AND CENTRALIZED, <br /> 15-DEG.INCLINATION FROM HORIZONTAL,5'X5'STAGGERED PATTERN FIRST ROW <br /> oOF NAILS 1-FT.BELOW BROW,SEE DETAIL C-06. REGISTRATION <br /> F <br /> a <br /> a <br /> xU <br /> W <br /> 0 EXISTING SURFACE <br /> a TOP OF WALL 10720 <br /> z o�p00 LI�Fy <br /> slNq�•:FO <br /> C <br /> C 10710 3035 <br /> O <br /> SOIL NAILS(TYP) `�sSjpyA� � <br /> m SPACED 5'X 5' <br /> STAGGERED PATTERN <br /> O (SEE DETAIL SHEET C-08) 10700 c <br /> m t� <br /> w Q Z <br /> d U-I 10690 <br /> LLI <br /> a co ' —• •\ w <br /> w <br /> Lli <br /> w Z 10680 <br /> N of J OIL NAIL WALL KEY PLAN <br /> N <br /> TOWER INTAKE SOIL NAIL WALL U <br /> AND ROCK BOLT WALL PROFILE�� Q • 10670 <br /> C-03 <br /> m UI 10 0 10 20 <br /> �m <br /> fl SCALE IN FEET <br /> N N TOE OF EXCAVATION 10660 <br /> d ELEV:10669.00 PROJECT NUMBER <br /> o 60591226 <br /> SHEET TITLE <br /> . <br /> d w -- 10650 <br /> a TOWER INTAKE WALL PROFILE <br /> �g 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 <br /> _w <br /> �U <br /> r9 <br /> s <br /> E SHEET <br /> C-05 <br /> J LL. <br /> �P,InIeEm KPaltown•r <br /> Rery4etl Lanlmt Apx <br />