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i <br /> N ALcom <br /> Z <br /> a <br /> PROJECT <br /> PHASE II VERTICAL <br /> INTAKE STRUCTURE <br /> V <br /> CLIENT <br /> GEOCOMPOSITE DRAIN STRIPS <br /> CENTERED BETWEEN OFFSET <br /> NAIL COLUMNS i.2 Climax Molybdenum <br /> a I I SOIL NAILS OR ROCK BOLTS <br /> o A Freeport-McMoRan Company <br /> M <br /> + + + + + CONSULTANT <br /> E AECOM <br /> #4 WALER SYSTEM TO BE 604 COLORADO AVE. <br /> INSTALLED IN ROCK BOLT A36 STEEL PLATE Suite201 <br /> + + + + + WALL FACING ELEMENTS ,1. EPDXY-COATED 8"X 8"X 1/2" GLENWOOD SPRINGS,CO.81601 <br /> a2 "'1•• GRADE 75,NO.8 HEX NUT v .aecomxom <br /> EPDXY-COATED <br /> PH + + + + + CONSULTANTS <br /> #4 WALER SYSTEM <br /> (36"VERTICAL BAR THREADBAR <br /> GRADE 75,NO.8 EPDXY-COATED <br /> S) <br /> #4 WALER SYSTEM BOTTOM OF WALL <br /> (HORIZONTAL BARS) <br /> SHOTCRETE <br /> GEOCOMPOSITE STRIP DRAINAGE DETAIL <br /> ROCK SLOPE STABILIZATION 4X4 W2.9XW2.9 WWF WELDED <br /> ` WIRE MESH <br /> NOT TO SCALE <br /> �:. <br /> JDR-CD60 12 INCH STRIP DRAIN OR <br /> EQUIVALENT.SEE DETAIL C-09 <br /> 52 VERIFICATION TEST SCHEDULE 6IN.X6 IN.TREATED TIMBERS TYPICAL ROCK BOLT/SHOTCRETEANCHORAGE DETAIL <br /> vi OPTION A-DOUBLE NUT&PLATE <br /> LOAD HOLD TIME AS REQUIRED <br /> a NOT TO SCALE <br /> o AL(.05 DL MAX) 1 MINUTE WOOD SHIMS AS REQUIRED <br /> z 0.25DL 10 MINUTE REGISTRATION <br /> O 0.50DL 10 MINUTE TESTING CHAIR <br /> 0.75DL 10 MINUTE DOUBLE CORROSION <br /> PROTECTED ROCK BOLT STEEL PLATE A36 STEEL PLATE WITH NELSON <br /> m 1.00DL 10 MINUTE h STUDS EPDXY-COATED 8"X 8"X 1/2" <br /> ra 1.25DL 10 MINUTE COUPLER HEX NUT <br /> 1.50DL(CREEP TEST) 60 MINUTE <br /> 1.75DL 10 MINUTE DIAL GAUGE ATTACHED TO GRADE 75,NO.8 HEX NUT <br /> 'w 2.00DL(MAX.TEST LOAD) 10 MINUTE BOND BREAKER SUPPORTS INDEPENDENT OF EPDXY-COATED 0 ,/ <br /> PVC REQUIRED WALL AND GROUND ANCHOR o x s K Fa <br /> chi AL-ALIGNMENT LOAD <br /> Ir DL-SOIL NAIL DESIGN LOAD k <br /> GRADE 75,NO.8 EPDXY-COATED 0 <br /> w VERIFICATION TEST BOLT HYDRAULIC RAM THREADBAR q� <br /> i PROOF TEST SCHEDULE Fss/aVAL E <br /> TO HYDRAULIC PUMP AND SHOTCRETE <br /> o LOAD HOLD TIME �,.:.,- PRESSURE GAUGE <br /> w _ z\` pOKgO\'� STEEL SHIM TO SHIM CHAIR WIRE MESH 9 WWF WELDED <br /> AL(.05 DL MAX) UNTIL STABLE R <br /> F 0.25DL UNTIL STABLE gp\\-NA\V PERPENDICULAR TO GROUND ANCHOR y ISSUEIREVISION <br /> w 0.50DL UNTIL STABLE - l JDR-CD60 12 INCH STRIP DRAIN OR <br /> 0.75DL UNTIL STABLE W8x8 REACTION BEAM 2-FT EQUIVALENT.SEE DETAIL C-5 <br /> 1.00DL UNTIL STABLE AVERAGE LENGTH AS REQUIRED <br /> 1.25DL UNTIL STABLE <br /> 0 1.33DL(MAX.TESTLOAD) 10MINUTE REINFORCED TYPICAL ROCK BOLT/SHOTCRETEANCHORAGE DETAIL <br /> NOMINAL B IN.THICK OPTION B-NELSON STUD PLATES uR DATE DescRiPnoN <br /> 49 AL-ALIGNMENT LOAD ROCK BOLT TESTING DETAIL NOT TO SCALE KEY PLAN <br /> DL-SOIL NAIL DESIGN LOAD NOT TO SCALE <br /> i <br /> .2 <br /> s�a <br /> COI <br /> 4- <br /> go <br /> ry� PROJECT NUMBER <br /> c60591226 <br /> w SHEET TITLE <br /> E� <br /> n. <br /> °N STABILIZATION DETAILS <br /> b• <br /> 8 m SHEET NUMBER <br /> 'm E <br /> C-06 <br /> mee on_w wxran,nw <br /> eryge0 CageH Pepx <br />