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VARIES <br />SLOPE 1.0% <br />2.5 <br />COMPACTED FILL. <br />COMPACT TO 95% MAX. <br />STANDARD PROCTOR DENSITY. <br />BARGE CHANNEL <br />1 SCL'7ION <br />0 5 10 20 30 <br />Scale in Feet <br />MOUND SOIL OVER <br />60' -0" <br />6" LAYER OF <br />ROADWAY <br />a <br />w <br />i <br />w <br />w <br />W <br />SURFACING <br />\ <br />2013 BARGE RELOCATION PROJECT <br />APPROX. EXISTING <br />GROUND <br />SEE DETAIL J <br />THIS DWG. <br />GRADE SIDES AND BOTTOM OF <br />BARGE CHANNEL SMOOTH. REMOVE <br />COBBLES OVER 2" SIZE FROM SURFACE. <br />DISCHARGE PIPELINE <br />L DETAIL <br />0 2 4 e 12 <br />Scale in Feet <br />1 <br />46' -0" <br />— 23' -0" 23' -0" <br />w <br />z <br />z <br />UI — <br />22' -0" <br />NOTE: <br />HAUL EXCESS FILL TO TOPSOIL STOCKPILE OR DISPOSE OF <br />IT IN THE AREA EAST OF THE BARGE CHANNEL. <br />n <br />66' -0" 20' -0" VARIES <br />6" LAYER OF <br />ROADWAY <br />SURFACING <br />SLOPE 1.0% <br />EARTHWORK NOTES: <br />EXCAVATION AND FOUNDATION PREPARATION <br />1. STRIP VEGETATION AND TOPSOIL. REMOVE FROZEN SOIL, DELETERIOUS MATERIAL AND ORGANICS. <br />2. OVER - EXCAVATE SOFT, YIELDING OR SATURATED AREAS AND BACKFILL WITH COMPACTED SELECT FILL. <br />3. PROOF ROLL FINISHED FOUNDATIONS. <br />4. NOTIFY THE ENGINEER IF SIGNIFICANT GROUNDWATER IS ENCOUNTERED <br />PLACEMENT OF COMPACTED FILL <br />1. COMPACTED FILL SHALL BE FREE OF ORGANICS AND DELETERIOUS MATERIALS. <br />2. COMPACTED FILL SHALL HAVE A MAXIMUM PARTICLE SIZE OF 12- INCHES. <br />7. DO NOT PLACE WHEN THE FILL OR THE FOUNDATION ON WHICH IT WILL BE PLACED IS FROZEN. <br />8. MAXIMUM LOOSE LIFT THICKNESS SHALL BE 12- INCHES, PLACED IN APPROXIMATELY HORIZONTAL LAYERS. <br />9. DISTRIBUTE FILL MATERIAL SUCH THAT IT IS FREE FROM LENSES, POCKETS, STREAKS, LUMPS, OR LAYERS OF <br />MATERIAL DIFFERING SUBSTANTIALLY IN TEXTURE, GRADATION, OR MOISTURE CONTENT FROM THE SURROUNDING <br />MATERIAL, SO AS TO FORM AS HOMOGENEOUS A LAYER AS PRACTICAL <br />10. COMPACTION REQUIREMENT: AT LEAST 95 PERCENT RELATIVE COMPACTION (ASTM D698). <br />11. MOISTURE REQUIREMENT: BETWEEN 3 PERCENT BELOW AND 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT. <br />12. WHEN THE PLACEMENT PERCENT COMPACTION AND MOISTURE CONTENT DO NOT MEET THE REQUIREMENTS ABOVE, <br />IMMEDIATELY MAKE ADJUSTMENTS IN PROCEDURES AS NECESSARY TO OBTAIN THE REQUIRED RESULTS. <br />13. REWORK IN -PLACE MATERIALS THAT DO NOT MEET THE SPECIFIED PERCENT COMPACTION AND MOISTURE CONTENT <br />REQUIREMENTS UNTIL ACCEPTABLE RESULTS ARE OBTAINED. REWORK MAY INCLUDE REMOVAL, REHANDLING, <br />RECONDITIONING, REROLLING, OR COMBINATIONS THEREOF. <br />N <br />o <br />W <br />w <br />n„s drawing together With any and all additions, <br />corrections, changes and alterations thereof ;s the <br />Property of Climax Molybdenum Company and is'"'e <br />furnished on the express condition that it sholl <br />not be reproduced, copied, lent, or disposed of <br />directly or indirectly, nor used /or any other <br />specifically s furnished <br />purpose than for Which it is y <br />Without the prior written consent Of said Climax <br />Molybdenum Company" <br />a <br />w <br />i <br />w <br />w <br />W <br />RE- <br />z <br />"° Climax Molybdenum <br />A Freeport- MCMORen Company <br />2013 BARGE RELOCATION PROJECT <br />Gllmax Molybdenum Henderson Mill <br />ParshaH,CO <br />0 <br />BARGE CHANNEL <br />DCM <br />01/13 <br />sU E <br />As Noted <br />W. W. WHEELER 3aoo S. w�A s.eaer <br />_ _ encuew000, co eat to -3 a05 <br />6 ASSOCIATES, INC 303-'161 -413❑ <br />303-761-2e02 <br />CROSS SECTION <br />SMM <br />nccanao ar <br />,,, <br />01/13 <br />DRAWING NO. <br />5-2-2001 <br />Qq <br />Q <br />