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4.14 <br />/ - <br />POND F i <br />596p / - y9y0 <br />CONCRETE HEADWALL <br />See Detail SEGMENT 2 <br />See Detail <br />TRAIL DITCH 24' _ 10 7/8r 48' _ 5 1/2' <br />UME <br /> - RI TCH <br />/ ection SEGMENT 1 25' _ 5 48' - 11 3/4' <br />See Detail 1/8• _ I <br />ROAD BRID E <br />CANAL 5958 RIP RAP DITCH FINAL GROUND RIP RAP DITCH 5958 <br />FIRE NpUNTIAN 5954 2.0% _ See Section B SPLASH BOARD See Section C <br />5954 <br />5950 PIP_E_D1_ -DEER. 10,3 ----------- __-- _ <br />ORIGINAL GROUND __- 5950 <br />% -- <br />5g40 TRAIL DITCH FINAL GROUND 3.0 % — <br />5946 FINAL GROUND 5946 <br />y93p y 2o FINAL GROUND ORIGINAL GROUND <br />EXISTING RAIL BRIDGE FIRE MOUNTAIN CANAL 6.7% — <br />FINAL GROUND 5942 <br />5942 <br />STEEL FLUME STEEL FLUME <br />PLAN VIEW SECTION A <br />C.I. = 2' SCALE 1" = 10' <br />SCALE 1" = 40' <br />24' - 10 7/8' 48' - 5 112' - <br />4' -8a' <br />,a <br />r1 th (o <br />c <br />r ■00■ <br />i <br />i <br />r ■00■ <br />■r <br />NONE <br />Q, <br />25' - 5 1/8' 48' - 11 3/4' <br />6' HIGH SPLASH BOARD <br />LAST 10' OF SEGMENT 6' HIGH SPLASH BOARD <br />FIRST 10' OF SEGMENT <br />#4 REBAR @ 12' CENTERS side 3' 3' <br />In Inside <br /> o a FULL FLOW LEVEL 01.9'FREEBOARD a FULL FLOW LEVEL 0.9'FREEBOARD <br />6'x1/2' 'J' BOLT 8 ea. _N -a - <br />(U 'N fL c ru M Cu 1!1 <br />l.Il'FLOW DEPTH c 1.1'FLOW DEPTH <br />4 8' <br />zo bT SEGMENT 1 DETAIL SEGMENT 2 DETAIL <br />C) <br />a 10 O iu SCALE 1" = 2' SCALE 1" = 2' <br />m <br />6 " -18" RIPRAP 6 " -18" RIPRAP <br />1.2' FREEBOARD FULL FLOW LEVEL 1.3' FREEBOARD <br />4' -' 6' 2.0 FULL FLOW LEVEL —F <br />' <br />1 - - - - 3.0. <br />5 0.8' FLOW DEPTH 2.0 <br />2.0 1.7' FLOW DEPTH <br />HEADWALL DETAIL <br />SCALE 1" = 2' RECEiaf;j <br />JUN 13 2005 <br />RIP RAP DITCH RIP RAP DITCH uwa, n,. <br />SECTION B SECTION C <br />ENGINEER'S CERTIFICATION PREPARED FOP: PROJECT: BOWIE NO, 2 MINE <br />l hereby certify that tilj jdLawing was done D BOWIE RESOURCES, Id,C TITLE: <br />z by me or under gia&t rvision and <br />that ol/ of they c°1d,fllp ented on D BOWIE N0. 2 MINE POND F <br />this drawing A -;OF and' 631AjI to the P.O. BOX 483 <br />Of best of m {daQowledqe belief. ewwlERESOURCES, uC PAOMA, coLOxADO e142e EMEGENCY SPILLWAY <br />* <br />No. DESCRIP770N. BY DATE m ONE INCH <br />Vt.o . PREPARED BY: J. E. STOVER k ASSOCIATES DMG I.D. No. G. NAME: <br />REFERENCES Q ` DS 2788 Compu Dr., Suite 101 DESIGNED BY: L.X.J. 06 03 05 James E. tov J ' ° -- — Grand JM, CO 51808 C - 96 - 083 DRAWN BY: FIGURE 4 <br />OrOdO P.E. 192 e'jo e - - -- CHECKED BY: SCALE: AS NOTED T/Q, <br />4 DOnnvr n 9 / c /n c <br />