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GROUT ENCAPSULATION <br /> 0 A <br /> z SOIL NAIL SHOTCRETE,MINIMUM THICKNESS OF 6" 4 x 4 W2.9 x W2.9 WWF <br /> WELDED WIRE FABRIC <br /> a *� <br /> A36 STEEL PLATE EPDXY-COATED 8"X8"X1/2" ROCK BOLT CEMENT OR MESH.(SEE NOTE 1) PROJECT <br /> Ya. RESIN ENCAPSULATION <br /> GRADE 75,N0.8 HEX NUT,EPDXY-COATED STEEL PLATE EPDXY-COATED PHASE 11 VERTICAL <br /> CENTRALIZER POSITION NUT TO MAINTAIN MIN. B X 8 X 1/2 INTAKE STRUCTURE <br /> SHOTCRETE THICKNESS <br /> SOIL NAIL ROCK BOLT GRADE 75,NO.B HEX NUT <br /> GRADE 75,NO.6 EPDXY-COATED <br /> NEAT CEMENT GROUT S EPDXY-COATED THREADBAR <br /> w <br /> CENTRALIZER f� CEMENT OR RESIN GROUT <br /> #4 WALER SYSTEM(HORIZONTAL BARS) <br /> #4 WALER SYSTEM(36"VERTICAL BARS) 6 GRADE CLIENT <br /> EPDXY-COATED <br /> 1THREADBAR <br /> 4x4 W2.9xW2.9 WWF WELDED %. <br /> VPR\ES WIRE FABRIC MESH — ENGSH Climax Molybdenum <br /> oSO\LNA\�LENGSH JDR-SD-12 STRIP DRAIN OR 1 , RpCKBp\� A Freeport-McMoRan Company <br /> EQUIVALENT.SEE DETAIL THIS SHEET <br /> NOTES: <br /> TYPICAL SOIL NAIL DETAIL <br /> NOT TO SCALE MESH INSTALLED ON ROCK CONSULTANT <br /> E TYPICAL ROCK BOLT DETAIL CUT OF INLET PORTAL AS AECOM <br /> NOT TO SCALE DIRECTED BY ENGINEER. 804 COLORADO AVE. <br /> Sufte 201 <br /> GLENWOOD SPRINGS,CO.81601 <br /> L <br /> www.aecom.com <br /> a` <br /> CONSULTANTS <br /> GEOCOMPOSITE DRAIN STRIPS A36 STEEL PLATE <br /> CENTERED BETWEEN OFFSET ;.1. EPDXY-COATED 8"X 8"X 1/2" <br /> NAIL COLUMNS <br /> GRADE 75,NO.8 HEX NUT <br /> I I SOIL NAILS OR ROCK BOLTS EPDXY-COATED <br /> + + + + + + GRADE 75,NO.8 EPDXY-COATED <br /> THREADBAR <br /> #4 WALER SYSTEM TO BE <br /> INSTALLED IN SOIL NAIL WALL SHOTCRETE <br /> + + + + FACING ELEMENTS <br /> 4X4 W2.9XW2.9 WWF WELDED WIRE <br /> FABRIC MESH <br /> JDR-SD-12 STRIP DRAIN OR <br /> 94 WALER SYSTEM EQUIVALENT.SEE DETAIL THIS SHEET <br /> (36"VERTICAL BARS) <br /> REGISTRATION <br /> #4 WALER SYSTEM BOTTOM OF WALL <br /> (HORIZONTAL BARS) TYPICAL ROCK BOLT/SHOTCRETE ANCHORAGE DETAIL <br /> OPTION A-DOUBLE NUT&PLATE <br /> GEOCOMPOSITE STRIP DRAINAGE DETAIL NOT TO SCALE <br /> SOIL NAIL WALL,TUNNEL LINER AND ROCK SLOPE STABILIZATION �p I/� <br /> y NOT TO SCALE O •• Fl <br /> � A36 STEEL PLATE WITH NELSON c,�•o�`"sillK�'%Fo <br /> F 1 STUDS EPDXY-COATED 8"X 8"X 1/2" <br /> ul 3035 <br /> F VERIFICATION TEST SCHEDULE 1 GRADE 75,NO.B HEX NUT <br /> 6 IN.X 6 IN.TREATED TIMBERS <br /> EPDXY-COATED <br /> Load Hold Time AS REQUIRED <br /> u, <br /> c AL(.05 DL max) 1 Minute WOOD SHIMS AS REQUIRED L GRADE 75,NO.SEPDXY-COATED <br /> i 0.25DL 10 Minute <br /> t THREADBAR <br /> 0.50DL 10 Minute TESTING CHAIR <br /> w 0.75DL 10 Minute DOUBLE CORROSION <br /> x PROTECTED ROCK BOLT STEEL PLATE �y,,;�._ SHOTCRETE <br /> ur 1.00DL 10 Minute <br /> h 1.25DL 10 Minute COUPLER HEX NUT <br /> o ,;'� <br /> a 1.SODL(creep test) 60 Minute 4X4 W2.9XW2.9 WWF WELDED <br /> - <br /> O WIRE FABRIC MESH <br /> 1.75DL 10 Minute BOND BREAKER PVC DIAL GAUGE ATTACHED TO <br /> 2.00DL(max.test load) 10 Minute SUPPORTS INDEPENDENT OF \ JDR-SD-12 STRIP DRAIN OR <br /> N WALL AND GROUND ANCHOR EQUIVALENT.SEE DETAIL THIS SHEET KEY PLAN <br /> N o AL-alignment load <br /> DL-ground nail design load ci HYDRAULIC RAM <br /> S VERIFICATION TEST BOLT <br /> TYPICAL ROCK BOLT/SHOTCRETE ANCHORAGE DETAIL <br /> E> PROOF TEST SCHEDULE TO HYDRAULIC PUMP AND OPTION B-NELSON STUD PLATES <br /> a J PRESSURE GAUGE NOT TO SCALE <br /> Load Hold Time - S <br /> J AL(.05 DL max) Until Stable \UROCKBO` ? STEEL SHIM TO SHIM CHAIR <br /> 0.25DL Until Stable / gp\\ PERPENDICULAR TO GROUND ANCHOR <br /> 0.5ODL Until Stable i - PROJECT NUMBER <br /> '0 0.75DL Until Stable W8x8 REACTION BEAM 2-FT 60591226 <br /> "m 1.00DL Until Stable AVERAGE LENGTH AS REQUIRED <br /> c~i 1.25DL Until Stable SHEET TITLE <br /> w 3 1.33DL(max.test load) 10 Minute REINFORCED SHOTCRETE <br /> NOMINAL 61N.THICK <br /> E AL-alignment load SIDE HILL INTAKE SOIL <br /> SOIL NAIL/ROCK BOLT TESTING DETAIL <br /> r9 DL-ground nail design load NOT TO SCALE STABILIZATION DETAILS <br /> m SHEET NUMBER <br /> 'm E <br /> C-07 <br /> J L <br /> =P,inl•J an_�Posl�on mer <br /> eryckd Con <br />