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TOE OF <br />DIKE (10,685.0) <br />30' <br />1 COLLECTION POND SPILLWAY <br />PLAN VIEW <br />0 2 4 A 12 <br />Scale in Feet <br />DIKE / <br />CREST J <br />0 fi5" 10x,2 <br />11 <br />10,697.9 - <br />dNW"en0. <br />W <br />U <br />Z <br />W <br />ul <br />W <br />W <br />' W <br />C <br />GROUND <br />SURFACE <br />2 <br />COLLECTION POND SPILLWAY <br />sECI10N S_to <br />0 2 4 8 12 <br />Sale in Feet <br />aeYeaerrs <br />T-1 O <br />D'-8" <br />REMOVABLE STEEL 1" <br />COVERS CHAMFER <br />(TYP) <br />r? ?l r•I 5" X 3" X 114" BERM <br />l Z ANGLE (TYP 2) F. CRIES <br />II <br />rm 310"? <br />V III m WELD STUD <br />s/e STEEL DIAM ND 3%9- <br />I I I III __.__ ,__...._ ON 2' CENTERS p <br />PLATE COVERS <br />n 1 (REF. DETAIL EXISTING MIX BOX <br />I I THIS DWG.) REF. DWG. S-11 <br />I III <br />7- -7 (FIELD VERIFY LOCATION <br />I l u l AND ORIENTATION) <br />I X-22 r 0'-10., <br />1 <br />-10n <br />0 <br />W. <br />E <br />C <br />R12"0 <br />BA <br />#4 <br />RE <br />EACH FACE 3,-0" <br />(TYP) <br />FORM CHANNEL TO <br />n g MATCH EXISTING INLET <br />I I I III 5-10 <br />I II <br />I VIII COLLECTION POND SPILLWAY i <br />20' NOTE: FIELD LOCATE SPILLWAY USING SECr1)N s 10 <br />I I.III <br />I III EXISTING MIX BOX. s <br />11 n l I a 2 4 <br />I I I III I I Sale in Feet <br />I II III <br />I II I11 <br />I II II I <br />I III ---? <br />I II -__-__-..-'. - <br />I III I <br />I II II <br />0 <br />I nn1 <br />I I 24" HOPE <br />n l DISCHARGE OM <br />l i III PUMP STATI <br />1 Ili Id <br />WEIR BOX <br />rO REF. DWG S-11 <br />- 4'-0" -? <br />22'-2Y2" 16-10" <br />° <br />00 <br />GROUND <br />°oao vo:ooo <br />1., oco corn oo< 3'-D <br />2'-5 3f4' BEYOND <br />SLOPE.01 FT/FT 6" NEW EXISTING 3'-92 00`°°0, o c o a o°oo ov °° <br />.. EXISTING <br />O04 <br />2 MIX BOX <br />#5 REBAR DOWEL <br />1 <br />j•? 12", (TYP 10) <br />1-112"x 1-112" x 118' <br />- 10,692' GROUND <br />SURFACE <br />EARTH FILL _ <br />DIKE 4r 0. MAKE FROM 3/8" STEEL DIAMOND PLATE <br />p - 931 MAKE 5 EACH 4'-0" LONG,1 EACH 1'•10112" LONG <br />24" HDPE - Io 11-1 d i_ <br />DISCHARGE (FIELD VERIFY DIMENSIONS) <br />LINE CUT HOLES FOR LIFTING. <br />it <br />2 CHANNEL COVERS <br />DETAILS <br />SPILLWAY STRUCTURE 409 2-0 <br />o <br />Sale in Feet <br />REINFORCED CONCRETE 0 z 4 0 <br />Try's derang logefher with its parent -led-* Coed- file <br />is the property ofW W Wheeler & Assooafss. bless <br />,he---ped or mper:eeeeby .V.--9 Coen n O <br />.Min,drerelisted intnlabbwL ItiskmdMa on the rn <br />espress oondibonthat ashall not be mpcdumd, Copied. DATE:1 > <br />w <br />nor used for enY amer p,Ypose man forwtJlh pe ? <br />apedfiaaYlumishedeYthoul the priorvw4fen Consent of <br />said W W 1Neefer B Assodales. <br />Fib RemN Aemd eY DA _? W. W. WhaNr WIE Nifef1at@4 d <br />plE MweeY nm.eY ? Climax Sludge Management Project -1 WomrResaurcesengineers <br />oe n t edwmLb rmtb <br />anRS suM pUa A.Ma:.amr caae,M.rem:e '"'?"? tiaras, Mine <br />?r^ * CLIENT: Climax Molybdenum Co. • Clonax, CO <br />a'Be6 pd 9MM 1¢ueJ Ferfameumm <br />ctidk #3 Dam See water Pump System <br />Drawing No. <br />suwr ocM sMM A.mda...*ss P '="".H01 <br />r 1051.23.Spillway Structure D3PS-S-10 <br />rr«amwsrns soa <br />NONE <br />He B1-0e Concrete Details