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J � <br />m <br />0 <br />+ - N <br />PROPOSED <br />HAUL ROAD <br />PIPELINE - t v _ - \ EXISTING DRAINAGE <br />CLEANOUT <br />PORT o - — �S QUIRED OCATE <br />0 o BARGE DISCHARGE _ v, <br />$ PIPELINE <br />_ + <br />i no <br />'4 �'-0 <br />45* ELBOW c1l - �' --- �_ _ _ ° <br />P:55+95.80 4.8 <br />PI: 49 +83.36 <br />r r <br />' - PI: 51+03.77 '� y - $ __ m °m nc N: 190724.85 <br />N: 191037.14 _ _ <br />E: 1830974.00 : 190977.61 ,� m w I FIELD VERI - -- <br />', E: 1831077.61 � � h ACT ; _� � � -- <br />PI:52 +36.1�3' -�__� <br />N: 1908943 - �� -.M1' c_ CONNECT�TOEZCISTINiS. <br />-, _ _ A PIPELINeAND INS LPIG <br />1831181.91 �� <br />PI'35+85 �8 A UNCH ASS'�N18LY \ <br />N:190813b7 -- -"� <br />_ -- - (R . DIET. DWG. 5-6-2000) <br />BARGE E: 1831308.03 <br />- _ \ Sh10P EXISTING OVERHEAD <br />POWER LINE - <br />- -- _ <br />OIA. <br />DR 1 RE BARGE <br />EXISTING pRGE <br />SFORMER HA R Eb([NE <br />_ NOT . <br />STA 9 <br />+00 TO, 48 +00, LOCATE PIPE 6-FEET <br />IN FROM DOWNHILL EDGE'OF EXIS TING <br />- XCEPT AS ED <br />WETLAND a <br />HAUL ROAD E NOT <br />OVERHEAD POWER <br />.X- <br />-� <br />- ----- - - - - -- LINE TO NEW BARGE <br />- — LOCATION <br />i \ <br />0 20 50$ta1e in Feel 0 �. <br />TOP OF HAUL ROAD HAUL ROAD SUBGRADE <br />(EL 8905) (EL -8900) <br />( <br />! <br />— — <br />APPROX. EXISTING <br />\ <br />3 <br />C <br />I <br />PIPE INVERT <br />4 <br />Sm <br />--- -....t - .--- - --- -- — -- <br />EL. 8897 <br />(- ) <br />2 <br />8880 -- <br />_. ---- - "-_ -- - -- - - -. ._- _ -_- - -- - ---- - --- -. <br />T <br />k w <br />I <br />1 <br />8870 -j -.. <br />issued wneewew <br />8900 <br />8860 - <br />! <br />- -- -- - - - <br />-- <br />i <br />3 <br />� <br />01/13 1 <br />g <br />i <br />eeao -{- <br />+ <br />8 <br />-88ao 0 d <br />ftI <br />8830- -j-_.. - - - <br />! <br />-- - - - -- - -.__- <br />! <br />-. <br />5 <br />45 +00 <br />46 +00 47 +00 48 +00 <br />49 +00 <br />NY DIA. DR13.5 HDPE PIPE <br />- - 8830 <br />6. FIELD ADJUSTMENTS TO HORIZONTAL AND VERTICAL ^LIGNMENTS <br />+o0 51+00 52 MUST BE APPROVED BY THE FIELD ENGINEER.j <br />_.-- - ---- -- - - - ____ <br />50+00 53 +00 54 +00 55 +00 5600 57+00 58 +00 59 +00 60 +00 <br />n Z <br />O <br />x <br />_ > <br />> <br />W <br />Y <br />wrt <br />APPROX. EXISTING <br />\ <br />'This drawing together with en and oil additions. <br />Corrections. Ch�es and alterations thereof is the <br />praPenty of Cllmox MOIAdenum Company and is <br />furnished on the express condition that it shag <br />not he reproduced. Copied, lint, or disposed of <br />directly or indirectly, nor used for any other <br />purpose than for which it is spa diicdly furnished <br />without the prior written Consent Of said Oknox <br />Molybdenum Company' <br />0 <br />3 <br />o <br />w <br />U <br />w <br />W <br />LL <br />GROUND SURFACE <br />- --- --� <br />/ <br />--- -....t - .--- - --- -- — -- <br />- -8910 <br />Parshall, CO <br />i <br />ov,u,a <br />issued wneewew <br />8900 <br />-_ <br />-- <br />90 <br />rn0wv{Y <br />Z Z n <br />01/13 1 <br />c <br />p <br />Q <br />+ <br />a <br />H <br />d <br />-88ao 0 d <br />Q <br />X J> <br />wawo <br />J <br />- <br />w <br />-. <br />?31L <br />70 <br />PLAN AND PROFILE <br />SWIM <br />>ccevreoer <br />... <br />Z <br />DRAWING NO. <br />5 -2 -2005 <br />QA <br />GENERAL NOTES: <br />_- <br />w <br />Z - <br />1. HORIZONTAL AND VERTICAL CONTROL IS BASED ON <br />THE STEARNS <br />_.._._CODGER f9686ATUIVf AS PER THE WESTERNSTATES <br />SURVEYINGINC <br />STA. 45 +00 TO END <br />OO <br />SURVEY REPORT DATED 11114197. <br />2. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD LOCATING EXISTING <br />i <br />-_ -. <br />-_— <br />UTIL TIE AND PIPELINES WITHIN THE CONSTRUCTION CORRIDOR. <br />3. COLD BEND PIPE AT HORIZONTAL AND VERTICAL PI'S, UNLESS NOTED <br />OTHERWISE.- <br />4. REFERENCE DRAWING 5 -2 -2006 FOR TYPICAL PIPE TRENCH DETAIL. <br />5. CONTRACTOR MAY INSTALL HDPE FLANGE ADAPTERS AND RINGS AS <br />REQUIRED FORPIPELINEINSTALLATIOINL <br />- - 8830 <br />6. FIELD ADJUSTMENTS TO HORIZONTAL AND VERTICAL ^LIGNMENTS <br />+o0 51+00 52 MUST BE APPROVED BY THE FIELD ENGINEER.j <br />_.-- - ---- -- - - - ____ <br />50+00 53 +00 54 +00 55 +00 5600 57+00 58 +00 59 +00 60 +00 <br />n Z <br />O <br />x <br />_ > <br />> <br />W <br />Y <br />wrt <br />'This drawing together with en and oil additions. <br />Corrections. Ch�es and alterations thereof is the <br />praPenty of Cllmox MOIAdenum Company and is <br />furnished on the express condition that it shag <br />not he reproduced. Copied, lint, or disposed of <br />directly or indirectly, nor used for any other <br />purpose than for which it is spa diicdly furnished <br />without the prior written Consent Of said Oknox <br />Molybdenum Company' <br />0 <br />3 <br />o <br />w <br />U <br />w <br />W <br />LL <br />eFeaei+cE <br />Climax Molybdenum <br />A Freeport- McMoRan Company <br />2013 BARGE RELOCATION PROJECT <br />Parshall, CO <br />& <br />ov,u,a <br />issued wneewew <br />0 <br />DISCHARGE PIPELINE <br />SAA <br />01/13 1 <br />AS NOTED <br />Q <br />0 <br />��•• <br />3']00 s. - STREET <br />IO , _W, W. WHEELER Enc�EwooD. co 80110 -3405 <br />r�" & AF3HOCIATES, INC 303-761 -4130 <br />% � w.,. ..<.., 1- 303 - 761 -za0z <br />PLAN AND PROFILE <br />SWIM <br />>ccevreoer <br />... <br />01/13 <br />DRAWING NO. <br />5 -2 -2005 <br />QA <br />0 <br />STA. 45 +00 TO END <br />