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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 I) <br /> AS-BUILT HIGH WATER LINE EL 8593.0' AS-BUILT MIN.EL.8593.0 <br /> DESIGN HIGH WATER LINE EL 8592.5' - s= 1A <br /> MIN.EL.8592.5 <br /> EMBANKMENT <br /> PRE-CONSTRUCTION HIGH WATER LINE FILL EL.8590± <br /> EL 8589.1' <br /> 1 <br /> 1=11�111 I_ IT <br /> _1� .tL=1 —III_ r—� MIN.1.0' 911 <br /> — — —-- --EL.8585± <br /> NORMAL WATER ,=)ll- MIN.4'WIDE R - <br /> -t - - �fi III-III=' <br /> =11I lI LINE EL 8584' 1=III=�-1' EQUIP.WIDTH 0.5'TO 2.5' <br /> PRE-CONSTRUCTION <br /> PRE-CONSTRUCTION <br /> 1=1 10 1 1=1 1 r111 J.J . =I mil' GRAVEL ROAD BASE 6"TOPSOIL \ GROUND(VARIES) <br /> ICI ICI III-III-III-III= (FIELD VERIFY) \ <br /> STRIPPING <br /> 0.5'ROAD BASE (SEE SPEC.11,DWG.G6) \\ <br /> STRIPPING \ <br /> ROAD RAISE EL.8578± — — — — — <br /> 1 TYPICAL SECTION (N.T.S.) <br /> JERSEY BARRIER <br /> (TYP,SEE NOTE 9) <br /> MIN.EL.8592.5 AS-BUILT NOTI .- <br /> �v <br /> GATE ELECTRONICS <br /> 2 "eXc.S RAISE NOT YET <br /> COMPLETE <br /> TTT-ITF_=-111-fII-1T1'ITr PRE-CONSTRUCTION CONNECT EXTEt <br /> EMBANKMENT <br /> -11 F U-I I " �' - GROUND WITH CONCRET FILL ■ <br /> 42"DIA.HDPE TT <br /> CULVERT STRUCTION <br /> BANK <br /> ULVERT EXTENSION 25'± q:• <br /> �T#'a;.. <br /> \ s=MIN,0 % APPROXIMATE <br /> NORTH FEEDER CHANNEL CULVERT / n� PRE-CONSTRUCTION AFTER RAISE <br /> SECTION (N.T.S.) Ca CULVERT INVERT EL. CULVERT EXTENSION <br /> 8581.5± INVERT EL.8580.E ':" <br /> HENDERSON PERSONNEL <br /> TO RAISE/RELOCATE THE ,}s' <br /> 2 5'± ELECTRONICS ABOVE Ir <br /> _ RAISED HIGH WATER LINE( 9 <br /> S SINGLE LAYER BLOCK AT FLOW METER,STEEPEN <br /> >2 <br /> NEW ROAD SLOPE LOCALLY WITH J"CRUSHED ROCK. <br /> SURFACE ALTERNATIVELY,RELOCATE FLOW METER. <br /> E <br /> SECOND LAYER OF EXISTING � GATE MODIFICATIONS <br /> PRE-CONSTRUCTION�1 BLOCKS(BEYOND) DIESEL PUMP / J 1 PHOTO(N.T.S.) <br /> _ GROUND EXISTING SKID <br /> `II�II 1 II II I'll �7T-nT=11T- FLOW METER <br /> -FI=fTT-IM II�� <br /> 1- EXISTING <br /> BLOCK 24 SF CONCRETE <br /> (BEYOND) PAD <br /> M PRE-CAST MODULAR BLOCK <br /> (24 SF UNIT) <br /> & 12"GRANULAR <br /> DIESEL PUMP SYSTEM VISE WALL BEDDING <br /> SECTION (N.T.S.) C4 <br /> u <br /> s� <br /> s NOTES: <br /> 1. 35'BERM WIDTH LIMIT IS FOR HAUL ROAD TWO-WAY TRAFFIC, <br /> WHICH ONLY APPLIES TO ROAD NORTH OF NORTH FEEDER CHANNEL. <br /> This drawing together with any and all odditiong a Climax Molybdenum Henderson Mill <br /> m ® pie —OESiON REVIEW correctlons, changes and alterations thereof Is the w1 Tae Climax Molybdenum SEEPWATER DETENTION BERM Par3hEII,CO <br /> property of C/imox A/olybdenum Company and is p _ _ <br /> 0 ® furnished on the express condition that it shall w A Freeport-McMoRan Company ° <br /> 311US SORB STRUCTION ROAD RAISE 03/18 <br /> ,� TEM S.. ISSUED FORC not be reproduced, copied, lent, or disposed of O TEM 1333.01.13 <br /> ^ w rors coao oan�Nc directly or ind/rectly, nor used for any other W 'g a70❑S.ir,cn srREer DRAWING NO. <br /> purpose than /or Which/t Is specifically furnished w W.W.WHEELER_ E.—III Co ea t t 0-340s TYPICAL SECTIONS&DETAILS SMM 03/18 <br /> Q Without the prior Written consent of said Climax I, .A .-E—Dev_ 6 A660CIATE6, INC 303-761-4130 CS <br /> VolAdenum Company. IY u vnx 303-761-2602 <br /> K <br />