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VARIES <br />2.5 <br />11 __< <br />SLOPE 1.0% <br />COMPACTED FILL. <br />COMPACT TO 95% MAX. <br />STANDARD PROCTOR DENSITY. <br />BARGE CHANNEL <br />vSCCRON <br />0 5 10 20 30 <br />Scale in Feet <br />MOUND SOIL OVER <br />60' -0„ <br />6" LAYER OF <br />ROADWAY <br />SURFACING <br />SEE DETAIL <br />THIS DWG. <br />66' -0" <br />APPROX. EXISTING <br />GROUND <br />GRADE SIDES AND BOTTOM OF <br />BARGE CHANNEL SMOOTH. REMOVE <br />COBBLES OVER 2" SIZE FROM SURFACE. <br />DISCHARGE PIPELINE <br />D--L <br />0 2 4 8 12 <br />Scale in Feet <br />0 <br />46-0" <br />23' -0" <br />w <br />z <br />z <br />x <br />U <br />NOTE: <br />HAUL EXCESS FILL TO TOPSOIL STOCKPILE OR DISPOSE OF <br />IT IN THE AREA EAST OF THE BARGE CHANNEL. <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 />B. 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 />20' -0" VARIES <br />iYER OF <br />IADWAY <br />;FACING <br />SLOPE 1.0% <br />v) <br />n <br />g <br />"This drawing together With any and oil additions, <br />corrections, changes and alterations thereof is the <br />property o! Cl ox Molybdenum Company and is <br />furnished on the express condition that it shall <br />not De reproduced, copied, lent, w disposed o! <br />directly or indirectly. nor used for any other <br />purpose than far which it is specifically furnished <br />Without the prior writtT consent of said Climax <br />Molybdenum Company <br />a1 <br />W <br />z <br />W <br />W <br />W <br />;,� Climax Molybdenum <br />® <br />A Freeport- McMoRan Company <br />2013 BARGE RELOCATION PROJECT <br />Climax Molybdenum Henderson Mill <br />Parshall, CO <br />ov+u+a <br />ocwr <br />issu<o Rx+ev <br />Q <br />BARGE CHANNEL <br />DC; <br />01/13 <br />_ _ <br />As Noted <br />W. W. WHEELER 3voo S. iacn sTRecT <br />_ _. ._.._...._.._.__....._._. —.__._ EN ,n..a. CO BO1 / C -3405 <br />6 AS6 ❑CIATE5, INC 3C3 -761 -4130 <br />- _ WsHr RSaouress Enpinsan vix 3C3 - 761 -2002 <br />CROSS SECTION <br />c a�a <br />$neia <br />1ccNIM <br />... <br />01/13 <br />DRAWNG NO, <br />5 -2 -2001 <br />A <br />Q <br />