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<br />~~ <br />~I <br />~ F~ruMer>rrt PITcH <br />CUT <br />LIN! <br />Al ~ 1~f--SPILL <br /> <br />POND <br />INVERT <br />7 <br />~- ---- -- - - --- --' ~$ BHP <br />Lrcl'IP~ A WATER URFACE AT <br />SPILLWA~ ELEVATION <br />PLAN-POND 2 _ <br />Storage Below Spillway 565AF Scale lam- OI O' <br />4 <br />d <br />LL <br />c <br />c <br />0 <br />0 <br />d <br />w <br />WATER SURFACE A7 <br />SPILLWAY ELEVATION <br />SECTION A-A <br />Scales I~~=50 Horizontal <br />1~~=10~ Vertical <br />POND INV <br />I <br />1 <br />"LATER ,`iURFACE AT A <br />SPILLN'A\' ELEVATION <br />CUT ~~~----- ---- -----~.. <br />~~ <br />LINE ~ pOND INVERT ~~ <br />f <br />-A <br />PL N- PO <br />Storage low Spillwoy 75 A F <br />4780 ~ ATE SURFACE AT <br />S L AY ELEVATION <br />w 4775 ~ <br />~ 3 <br />~ 4770 I I <br />0 <br />w A9GS <br />~ SECTION A-A <br />Scales:l~~=50 Horizontal <br />1~~= 10 Vertical ~,; <br />NOTE: Provide concrete wingwa{Is on book for 3 ie <br />each side of sidewalls and spillway. <br />,, <br />SPILLWAY <br />~'~.~ <br />r I/~D <br />C` c 17 lgy~ <br />-ci~9Y <br />VERTICAL CONCRETE SID WALLS WITH <br />TOP BANK ELEV. 4777 SPILLWAY WIDTH OF 9 FEE BETWEEN WALLS <br />18~LAYER RIPRAP ON CHANNEL <br />BOTTOM AND SIDES i <br />TOP BANK ELEV.4773 VERTICAL CONCRETE SIGE WALLS I <br />WITH SPILLWAY WIDTH OF II FEET I POND <br />BETWEEN WALLS I ELEV 4768 <br />H~'+L 025E EV 4 18~~ LAYER RIPR :P ON <br />.V+'AY ELEV 4771 CHANNEL 80TTOM , <br />~ ~ ~ AND SIDES <br />I~ r CONCRETE ~~~•S% i SECTION B-B <br />• SPILLWAY ~'' ~ Scale 1~~= 10 each wav <br />NOTE Provide concrete wingwalls on bank for 3 feet I HAVH RHVIRNED .MD CORRECTED THIS DRANING <br />each side of sidewOlls and spillway' TO REPLECR' THE GENERAL, AS BUILT, CONDITIONS <br />C 715 THEY EXIST IN~THE FIELD HITH REGARD TO <br />SEC~IO~I B-B HORIZONTAL POND DIHENSIONS AND DISTANCES ONLY <br />]1N ELEVATION SURVEY NAS NOT MADE. THE FIELD <br />SCOIe:I =10 eoch way INSPECTION NAS Cgl1WCfED OCTOBER 14, 1993 BY <br />GORDON LAZE OP RS BRBNIMG CO1lPANY. <br />CONCRETE <br />SPILLVI'AY <br />ADOLPH COORS COMPANY <br />GOLDEN. COLOflADO _ <br />Keenesburg Coal Mine <br />PONDS 9 6 2 <br />WRIGHT-M~LAUGHLIN ENGINEERS <br />2420 ALCOTT ST DENVER, COLO. 8029'1 <br />