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JERSEY BARRIER <br /> SELECT (TYP,SEE SPEC.9,DWG.G6) <br /> EMBANKMENT 8"THICK <br /> FILL MAINTAIN ROAD WIDTH ROAD BASE <br /> (NOTE 1) <br /> AS-BUILT HIGH WATER LINE EL 8593.0' AS-BUILT MIN.EL.8593.0 <br /> DESIGN HIGH WATER LINE EL 8592.5' - s=290 MIN.EL.8592.5 <br /> EMBANKMENT <br /> PRE-CONSTRUCTION HIGH WATER LINE /\ FILL EL.8590± <br /> EL 8589.1' <br /> '06/" <br /> v.L�.vL%v1�.�iiLl1-- <br /> —IIbI�I 7 = " <br /> MIN.1.0' T� — —�_ — — EL.8585+ <br /> I-I—II I = = M RNORMALWATER -_ _ = I' EQUIP.WIDTHLINE L 8584' 05 TO 2.5'I1=1 �I11-11 11 -\- ----- -- <br /> PRE-CONSTRUCTION <br /> =11FE111� - R=11 I,- PRE-CONSTRUCTION GROUND(VARIES) <br /> I=1I I-III=III=11111=III=111=11 I' GRAVEL ROAD BASE 6"TOPSOIL \ <br /> =1I 1 II 1 li 11I= 1=1TI- (FIELD VERIFY) \ <br /> STRIPPING <br /> 0.5'ROAD BASE (SEE SPEC.11,DWG.G6) \\ <br /> STRIPPING \ <br /> — — <br /> 1 ROAD RAISE EL.8578± — — — — <br /> TYPICAL SECTION (N.T.S.) <br /> JERSEY BARRIER <br /> (TYP,SEE NOTE 9) <br /> xis. ..w. ,• �rti: �v- ��xwa,c.: `"� _'g'R -- - - <br /> AS BUILT NOTE'. - <br /> MIN.EL.8592.5 <br /> - GATE ELECTRONICS <br /> 1 RAISE NOT YET <br /> COMPLETE <br /> �n 1-1T�TT�IT---1171-fTfTr PRE-CONSTRUCTION CONNECT EXTENSION EMBANKMENT <br /> 111=III=IIC1i1-"-'- GROUND WITH CONCRETE BLOCK FILL <br /> 42"DIA.HDPE PRE-CONSTRUCTION <br /> CULVERT CHANNELBANK .,,, <br /> CULVERT EXTENSION 25'± <br /> APPROXIMATE <br /> — — S=MIN.0.5% — — — iR*� + _=.I 'ROAD SURFACE <br /> NORTH FEEDER CHANNEL CULVERT / n� PRE-CONSTRUCTION i R R IS�aE t <br /> x x+ <br /> SECTION (N.T.S.) Cq 8 8W5 RT INVERT EL. CULVERT EXTENSION <br /> INVERT EL.8580.6 <br /> HENDERSON PERSONNEL <br /> TO RAISE/RELOCATE THE <br /> �. <br /> a 2 5+- ELECTRONICS <br /> a y�it RAISED HIGH WATER LINE 1 , <br /> SINGLE LAYER BLOCK AT FLOW METER,STEEPEN <br /> E NEW ROAD <br /> E SURFACE SLOPE LOCALLY WITH'J"CRUSHED ROCK. <br /> ALTERNATIVELY,RELOCATE FLOW METER. <br /> f <br /> n <br /> SECOND LAYER OF EXISTING GATE MODIFICATIONS <br /> o 1 PRE-CONSTRUCTION BLOCKS(BEYOND) DIESEL PUMP PHOTO(N.T.S.) <br /> GROUND EXISTING SKID <br /> LL i <br /> 111-i _ FLOW METER <br /> III=11I-1I 1=111- <br /> s "-IIII <br /> ELE II— 1ljlll� — <br /> EXISTING <br /> - till 1-III _ �BLOCK24S� PAD CONCRETE <br /> =III (BEYOND) <br /> PRE-CAST MODULAR BLOCK no <br /> (24 SF UNIT) <br /> � 12"GRANULAR <br /> g DIESEL PUMP SYSTEM MSE WALL / e \ BEDDING oD .. <br /> SECTION (N.T.S.) �J <br /> z <br /> § NOTES: '-12/13/19; <br /> 1. 35'BERM WIDTH LIMIT IS FOR HAUL ROAD TWO-WAY TRAFFIC, �ssiorvn E�' <br /> WHICH ONLY APPLIES TO ROAD NORTH OF NORTH FEEDER CHANNEL. <br /> 'This drowing together with any and all additions, 0 �!Ilp SEEPWATER DETENTION BERM Climax Molybdenum Henderson Mill <br /> ® ase s*EM� saM M—EsIGN-1— corrections, changes and alterations thereof is the i5't <br /> Z ® oms csMMY ossme REmEw property of Gimax Molybdenum Company and is p 'a Climax Molybdenum Parshall,CO s s <br /> O Dens sMM furnished on the express condition that it shall w A Freeport-McMoRan Company ROAD RAISE 03/18 <br /> TEM so, «,oEs. RsoE�TM M E <br /> m - EM ISSUED TEM 1333,01.13 <br /> p n not be reproduced, copied, lent, or disposed of Z <br /> > +s+s sa TEM R .E.oanvnr,c directly or indirectly, nor used far any other w csEc a:on DRAWING NO. <br /> .^� purpose than for which It is specifically furnished w aooe s.wco.STREET TYPICAL SECTIONS&DETAILS 03118 <br /> Q without the prior written consent of said Climax w r W.W. CIA EELEC 303-7NGLI 1-4113D,co eat to-aaos SMM <br /> Molybdenum Company, a nssocln>-e:s. true aoa-vel alao „cc er C5 <br /> rnx 303-761-2eOZ Q <br />