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\ <br />NOTES: <br />\ \ \ \ \ \ \ \ \ \ 89F0 \ \ \ \ \ \ \ \ <br />\ \ \ \ <br />DROP \ \ \ <br />\ <br />\ 1 \ <br />% 1. DISPOSE OF DEBRIS AT LOCATION <br />DESIGNATED BY THE PROJECT ENGINEER. <br />2. HDPE PIPE WILL WEAR ON THIS STEEP / <br />\ <br />1 \\ \ <br />\ (LEAVE IN CC)\ \ ~ \ \ \ <br />\ \ <br />\ \ <br />\ j <br />SLOPE. REGULARLY MONITOR WALL <br />OR REPLACE <br />\ <br />\ \ <br />\ \ <br />THICKNESS AND ROTATE <br />\ <br />\ o \10 40\ 60 <br />- <br />PIPE AS NECESSARY. <br />\ Sc"O Feet <br />\ \ <br />\ \ \ \ <br />IA 16+ \ \ Ex1SnNG P TQL <br />CO NECT TO EX13TING \ \ \ (REMOVE) \ \ \ \ \ <br />\ \ \ \ \ \ <br />\ <br />\ \ \ <br />\W/ TRA ITION BLO <br />(SEEDE"HT.2)\ <br />\ \ <br />\ \ \ \ R!p \ cpU <br />\ <br />\ \ <br />1 <br />(RE OVE) \ \ <br />\ \ DROR16 <br />\ \ <br />�R MOVES <br />4Z <br />- `- - - -- <br />— <br />\ \ \ \ \ <br />\ <br />\ \ \ \ ( W) \ \ <br />�•. \ \ \ \ \ \ \ \ \ '� <br />, $ STA. 19+43 -- - <br />/ a z 7 <br />\ \ <br />\ \ <br />\ <br />\ \ \ 31as.7so . WfTRANSITION BLOCK <br />\` \ \ \ \ \ \ DET. $HT.3) <br />- <br />\ \ \ \ \ <br />\ \ \•lk \ \ \ \ \ \ \ A=2 . 1: <br />(SEE <br />— <br />' <br />i <br />— — <br />— — <br />I <br />VENT CK <br />901 <br />42" SDR 15.5 HDPE <br />PIPE <br />15 <br />10 <br />(REMOVE INSIDE WELD <br />BEADS) <br />sot <br />9005- ::: <br />36" RCP X 42" HDPE <br />NOTE: <br />GRADE PIPELINE ROUTE TO MATCH PIPE <br />o05 <br />TRANSITION BLOCK <br />INVERT SPECIFIED. IF NECESSARY, <br />ACCEPTABLE. <br />ass <br />_ <br />GROU <br />D PROFILE <br />ago <br />_ _ _ <br />"� <br />(APPROX.) <br />a <br />990 <br />a <br />W <br />_ <br />«�O <br />— <br />— — — — — — _ _ <br />— _ _ <br />42 " HDPE X36 "RCP <br />985 <br />tW <br />v a <br />m z <br />sLOPE = -7. <br />% <br />_ _ <br />— <br />TRANSITION BLOCK <br />8980 <br />Z <br />O <br />m y <br />X <br />CO W <br />N CONi <br />PIPE INVERT <br />UOUS SLOPE <br />_ <br />--' <br />— — <br />Z <br />O <br />Q <br />Q 8975-- <br />975 <br />W 897 970 <br />U <br />OQ <br />_ <br />- - - - -- <br />J <br />W <br />a !s <br />8965- <br />a <br />Q <br />m C7 <br />r#i rn Z <br />965 <br />8960- - <br />F- <br />U) <br />8960 <br />895 <br />!L <br />955 <br />_. _ <br />U <br />O~ <br />895 � <br />- <br />`-' <br />950 <br />d <br />Q <br />894 <br />94 <br />8940-' <br />16 +51 <br />..... _ <br />+00 _____ 18 <br />+00 <br />_- ____ -__ __.._ ______ <br />_. __ <br />1 <br />__ _ <br />940 <br />+43 <br />17 <br />19 <br />Climax Molybdenum <br />Drop <br />Tower #15 and #16 Removal <br />imax Mol bdenum Henderson Mill <br />y <br />Parshall, CO <br />0 <br />m <br />F "y c i r r ,- <br />ca r rcl Sr r..r. ca cri <br />e1. 'er o e co ed of r icirecfry, <br />m <br />O <br />A Freeport- McMoRan Company <br />Site Plan <br />_ <br />DCM <br />2/20/14 <br />_ <br />AS Noted <br />0 <br />Q <br />DRAWING NO. <br />rc r F c rn.'<" <br />W <br />3700 S. ID. CO SDI <br />W. W. WHEELER Er+��e„000. o eol to -3aos <br />Plan and Profile <br />SMM <br />2/20/14 <br />- <br />LL <br />6 ARSOCIATBB. INC 303. 761-41 <br />1 eo"— — -2802 <br />SHEET 1 <br />Q <br />Q <br />Sta 16 +51 to Sla 19 +43 <br />