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P <br />ELINE ACCESS ROADWAY \ <br />— <br />m° <br />b — <br />DISTRIBUTION LINE <br />BARGE POWER. <br />VAU <br />ACCESS ROAD <br />98 <br />/ <br />-- <br />/ <br />m <br />C3 o <br />g <br />—/ <br />� <br />o <br />CU VE DATA <br />RAD 250.00' <br />a <br />L =86. 1 <br />+ <br />o <br />HPC: 187 09.74, E 1835476.97 <br />/ w <br />o <br />rh <br />a) <br />HPT: 186992.80, E 1835561.18 <br />0 <br />+ <br />-- �o <br />q� <br />o <br />+ <br />O1 0 <br />r !i <br />a <br />U <br />CD <br />OWNS <br />AIR VAN VT AULT <br />(L <br />Ln r <br />; - , REF, DWG. 5 -6 -1003 <br />° o <br />N <br />"Ap pOX XCEL tASEME <br />a <br />o <br />NT <br />a <br />W <br />` <br />\ <br />XC91 <br />OwE_ <br />` ` <br />GE ERAL OTE <br />`1 NTRO IS <br />THE STEARNS IELD ADJUSTMENTS TO HORIZONTAL <br />=NE <br />ORIZ NTAL ND V RTI AL C <br />SED O AND VERTICAL <br />ALIGNMENTS <br />CURVE DAT <br />_ <br />R DGEf2 TUM S PLR T EWES RN STATE SURV ING INC. MUST BE APPROVED THE FIELD ENGINEER, <br />RAD= 250.00' <br />S RVEY EPOR D 1 14/9. <br />,- <br />CA =28° 15'31" <br />6) CONTRACTOR MAY INSTALL HDPE FLANGE ADAPTERS AND RINGS AS <br />L= 123.31' <br />PI STA. 83 +72. <br />-�� <br />CONT CTO SH LL BE RE PONSI L <br />R-E! D L CATIN EXISTI R QUIRED FOR PIPELINE INSTALLATION. <br />HPC:N 186980.25, <br />E 1836046.80 <br />12.910 BEND <br />SAND IPE N WIT IN THE CON TRU OR._ <br />HPT:N 1869417 4Y, �1�836164.35 <br />(NO ELBOW) <br />_ <br />AF, <br />P' X XCEC EA3FMENT <br />LEA T WITS AR FIVE EET EYO D LIMITS OF <br />N 186826.32 <br />WETLAND <br />E 1836376.31 <br />Y <br />/ <br />EXCAV N S WIS <br />PP -20 <br />X <br />4) R ER CE TiECH ICAL CTIO <br />REQ IRE WETLAND ROTECTION MEAS <br />ICA R <br />DS <br />AG1= RENT REQUIREMENTS. <br />TER —_ <br />BARGE DISCHARGE PIPELINE <br />PLAN VIEW <br />SCALE: i "= 40' -0" <br />9080__ <br />- -- <br />7 <br />IL <br />- <br />q <br />4 <br />9070 <br />9060 <br />I <br />TI <br />G <br />G <br />O <br />N <br />S <br />R <br />A <br />E <br />9060 <br />— <br />(T <br />PIP <br />ELI <br />NE <br />C <br />ER <br />LINE) <br />9040 <br />40 <br />SLOD <br />E= <br />SLOPE <br />2.5 <br />SO <br />0 <br />- <br />= <br />71;/C <br />9020 <br />1 <br />DISC <br />A <br />G <br />IP <br />LI <br />E <br />R <br />_ <br />q <br />FI <br />G <br />O <br />N <br />S <br />2. <br />" <br />_ <br />+ <br />IN <br />T <br />L <br />T <br />MIN. <br />0 <br />O <br />PIPE <br />f- <br />a <br />� <br />Q <br />S <br />R <br />A <br />E <br />I- <br />W <br />rG <br />2+4 <br />D_ <br />9000 <br />C2 <br />1 <br />52 <br />—1 <br />~ <br />J <br />LU <br />— <br />— <br />~ <br />W <br />— <br />— <br />— <br />— <br />00 <br />A <br />— <br />— <br />— <br />Q <br />J <br />8980 <br />d <br />10 <br />W <br />— <br />8980 <br />W <br />Nis <br />1 <br />8960 <br />• <br />896011 <br />TT <br />J <br />8940—_.-- <br />940 _ _ <br />- - , <br />?xO <br />) <br />1100 <br />Y <br />x00 <br />�s �S <br />xOQ xOO <br />�� �� �9 <br />xOO x00 x00 <br />A <br />xOO <br />XOO <br />Specialist: ACS <br />Confidential?: <br />, 19 III III <br />�x� Ax00 <br />O <br />Class: Revision TR- -014 <br />Profile Vertical Scale — I" <br />= 20' -0" <br />40' -0" <br />From: Henderson To: DMG <br />Doc. Name: Barge System, 2004 Construction Drawing, Barge W. W. Wheeler and Assoelates, Inc. """"" a'°' N °. <br />Profile Horizontal Scale — 1" <br />= <br />Pipeline Plan and Profile, Station 72 to 84 <br />Date: 7 /12/2004 <br />Water Resource Engineers 1333.15c -22 <br />N0, DATE MADE BY CKD. BY <br />REMARKS <br />"Thls drawing together with any and all additions, <br />thereof Is the g ISSUED <br />REV. N0. N DRAYANG N0. <br />2 3 a s e 8 B DRAWNG N0. <br />Ct <br />5 -2 -1004 <br />REFERENCE <br />PIPE TRENCH DETAILS <br />Henderson Millwater Barge System Climax Molybdenum Henderson Mill <br />® 10/31/01 SMM SDS <br />APPROVED FOR CONSTRUCTION <br />corrections, <br />property of <br />changes and aliteratlons <br />Climax Molybdemum Company and is S <br />it <br />a 5 -6 -1003 <br />VENT VAULT DETAILS <br />ParsMll, Colorado <br />O m 8/12/03 DCM SMM <br />2003 PRO.ECT SCALEDOMN REVISIONS <br />furnished on the express coondition that it shall V <br />�1 <br />m <br />v <br />Barge Discharge Pipeline <br />CA E <br />SMM 03/05/01 <br />SMM <br />n ot be reproduced, <br />copied, lent, or disposed of OC <br />As Noted <br />directly or indirectly, nor ussed for any other <br />than for which it ids specifically furnished <br />w <br />� <br />Plan and Profile <br />ACCEPTED er DRAWING NO. <br />MDL 8/23/01' <br />y�j <br />oC <br />0 <br />purpose <br />without the prior written coonsent of sold Climax <br />Molybdenum Com <br />w <br />I <br />Sta. 72 +00 to 84 +00 <br />CHECKED BY 5 -2 -1014 <br />3/23/01 <br />an ." <br />p y <br />SDS ZL <br />