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i <br />6-0" <br />3' -0" TOWARDS <br />CHANNEL <br />6' -0" <br />45.00° <br />TI <br />BARGE ANCHOR BLOCK <br />1 PLAN VIEW <br />0 2 4 6 8 <br />Sple in Feet <br />CHAMFER CORNER 1" <br />(TOP EDGE ONLY) <br />a <br />6,_0„ ° <br />V -6" <br />6' -0" <br />EXCAVATE SOIL <br />X'— FOR WIRE ROPE <br />CLEARANCE <br />WIRE ROPE <br />FROM BARGE TOP OF SLOPE <br />(ELEVATION INSTALL Y" THICK <br />VARIES) RUBBER PAD TO <br />PROTECT WIRE <br />ROPE IF NECESSARY <br />ORIENT EYE 2.5 � 1 <br />TOWARDS BARGE <br />(TYP 4) <br />000 <br />l <br />EDGE OF <br />SLOPE <br />i <br />INSTALL SECOND EYE BOLT CAST BLOCK <br />— ON BLOCKS C AND D ONLY DIRECTLY COMPACT BACKFILLED <br />(FOR FUTURE BARGE MOVES) AGAINST SOIL MATERIAL TO MIN. 95% <br />OF MAX. STANDARD <br />PROCTOR DENSITY <br />2 BARGE ANCHOR BLOCK <br />INSTALLATION DETAIL <br />0 2 4 6 8 <br />Scale in Feet <br />FORM 95 REBAR CAGE <br />12" O.C.E.W. <br />(TYP ALL FACES) <br />BARGE ANCHOR BLOCK <br />SECTION 2000 <br />0 2 4 6 8 <br />Scale in Feet <br />3" <br />MIN. EMBED <br />DEPTH <br />#5 REBAR, 5' -6" <br />(TYP 4 EACH FACE) <br />CROSBY 1 -1/4" X 12" <br />EYE BOLT W/ HEAVY DUTY <br />NUT AND WASHER <br />(TYP 2) <br />#5 REBAR T -0 ", <br />INSTALLTHRU <br />8" PIPE <br />8" SCH 40 A53 <br />PIPE (FILL W/ <br />CONCRETE) <br />BARGE ANCHOR BLOCK <br />SECTION 2000 <br />0 2 4 8 8 <br />Scele in Feet <br />" <br />g <br />8 Z <br />0 <br />F5 <br />w <br />" <br />a <br />8„ <br />"This drawing together with an and all odditions, <br />corrections, changes and alterations thereof is the <br />property of Climox Molybdenum Company and is <br />furnished on the express condition that +t shoo <br />not be reproduced, copied, lent, or disposed o! <br />directly or indirectly, nor used for any other <br />purpose than for which if is specifically furnished <br />without the prior written consent of said Climox <br />Molybdenum Company' <br />NOTES: <br />1. <br />JG <br />d <br />c <br />° <br />uumax moI oaenum menaerson mm <br />Pamhall, CO <br />BARGE ANCHOR BLOCK <br />SECTION 2000 <br />0 2 4 8 8 <br />Scele in Feet <br />" <br />g <br />8 Z <br />0 <br />F5 <br />w <br />" <br />c— <br />"This drawing together with an and all odditions, <br />corrections, changes and alterations thereof is the <br />property of Climox Molybdenum Company and is <br />furnished on the express condition that +t shoo <br />not be reproduced, copied, lent, or disposed o! <br />directly or indirectly, nor used for any other <br />purpose than for which if is specifically furnished <br />without the prior written consent of said Climox <br />Molybdenum Company' <br />NOTES: <br />1. <br />MAKE ANCHOR BLOCKS FROM 4000 PSI CONCRETE, 60 KSI <br />2013 BARGE RELOCATION PROJECT <br />-- - <br />uumax moI oaenum menaerson mm <br />Pamhall, CO <br />REBAR. INSTALL REBAR GENERALLY AS SHOWN. <br />o+ei�a+3 <br />2. <br />EYE BOLTS TO BE CROSBY 1 -114 "X12 ", STYLE G -277, <br />iasueo r«+�n <br />GALVANIZED STEEL, PN 1045354. <br />Q <br />3. <br />INSTALL ANCHOR BLOCKS AS SHOWN. FABRICATE IN PLACE. <br />4. <br />LOCATION BASED ON POND ELEVATION 8854'. ADJUST <br />DCM <br />01/13 <br />POSITIONS ACCORDINGLY IF POND AT DIFFERENT ELEVATION. <br />5. <br />COMPACT BACKFILL AROUND ANCHOR BLOCK TO MINIMUM OF <br />95% OF THE MAXIMUM PROCTOR DENSITY. <br />BARGE ANCHOR BLOCK <br />SECTION 2000 <br />0 2 4 8 8 <br />Scele in Feet <br />" <br />g <br />8 Z <br />0 <br />F5 <br />w <br />" <br />c— <br />"This drawing together with an and all odditions, <br />corrections, changes and alterations thereof is the <br />property of Climox Molybdenum Company and is <br />furnished on the express condition that +t shoo <br />not be reproduced, copied, lent, or disposed o! <br />directly or indirectly, nor used for any other <br />purpose than for which if is specifically furnished <br />without the prior written consent of said Climox <br />Molybdenum Company' <br />w <br />i <br />w <br />w <br />LL <br />m Climax Molybdenum <br />A Freeport- McMoRan Company <br />2013 BARGE RELOCATION PROJECT <br />-- - <br />uumax moI oaenum menaerson mm <br />Pamhall, CO <br />® <br />o+ei�a+3 <br />ace <br />iasueo r«+�n <br />Q <br />- <br />CONCRETE <br />DCM <br />01/13 <br />,., _ <br />AS Noted <br />0 <br />Q <br />'1W. W. WHEELER 3 °0o S. mco srReeT <br />E.+c�Ewcao. co eol l❑ -34OS <br />�.I'- 6e A98�c1ATE6r +NC 303 -')fi1- 413❑ <br />FAx 303- 761 -2802 <br />BARGE ANCHOR BLOCKS <br />SMM <br />.¢e'+�mer <br />... <br />01/13 <br />DRANANG NO. <br />5 -3 -2000 <br />Q <br />DETAILS <br />