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m LEGEND: <br /> IS N 6p0pp �' IS __ —__ � EXISTING GROUND CONTOURS <br /> PROPOSED CHANNEL CONTOURS <br /> SQUAW GULCH OSA <br /> SECONDARY CHANNEL CONTOURS <br /> ' — - PROPOSED CLOSURE CONTOURS <br /> EXISTING ROADS/7RAlS <br /> VLF2 CLOSURE <br /> S E PROPOSED RIPRAP <br /> PROPOSED GROUTED RIPRAP <br /> PRO DOSED CHANNEL <br /> ALIGNMENT �~ , "„ PROPOSED CONCRETE <br /> - --- -- --- _ NOTES: <br /> 1. SEE <br /> FOR CNEL <br /> 20 <br /> SECTIONS AND SDRAWING 52255 FOR CROSS FOR <br /> I `/< SIZE AND LINING TABLE. <br /> N 60500 __ .—_• ..- - _ <br /> 2. SEE DRAWINGR STILLING BASIN <br /> DETAILS AND SIZING AND LOCATION TABLE. <br /> =1 ate` 5 <br /> 61ti�lr.L PR UI <br /> [2 Q <br /> I I <br /> E <br /> 0 100 200 FEET <br /> 10600 10600 <br /> K:3.71 0 <br /> VC:50.00 K.17.14 + <br /> 79.38 <br /> PVI STA:30+39.3 VC:-39+ <br /> PVIPPROPOSED <br /> 50.06 � STA:32+41.5 � <br /> PVI :103 1.05 _ EXISTING GROUND K:3.19 a <br /> tr� LVC:75.00 <br /> co n C. <br /> �' PVI STA:41+20.4 yI <br /> — -- — — — — — N o^ PVI :10242.5 K:3.31 j <br /> - - - - - - - - - +oLVC:75.001p4pp nm o L N PVI STA:43+41.8 10400 <br /> W N_NK:1 14 C OSURE SURFACEo rn n n_o Z LVC:9 .43 N Mz <br /> Un o PV) STA:29+ 3.0 CHANN m o <br /> w PVI ELEV:1035 .22 GRADI G AT TOP OF RIP _ a <br /> T z BVCS: 28+5 .74 cw1 <br /> N BVCE: 1035 5.81 m m 47 <br /> 10200 EVCS: 29+5 .17 K:13.24 10200 <br /> o EVCE: 1035 .81 <br /> Pl STA:39+98.5 <br /> PVI ELEV:10247.51 <br /> a. CS: 39 251.15 ...RFj;, <br /> CS: 40+35.97 <br /> H CE: 10245.99 <br /> 0 <br /> 10000 10000 } 'Tp11 <br /> n a c� n o oo m o n mn n 'RE Oc�!oaN q♦n�0 0�^oN m aN+ OnnrnN OnouN aO o� On o �nO�pp �O'n 1 „ � nm� !1 1" <br /> p" <br /> m� O <br /> O OO O O <br /> � <br /> �....... <br /> 23+00 24+00 26+00 28+00 30+00 32+00 34+00 36+00 38+00 40+00 42+00 44+00 46+00 47+00 <br /> 0 ^100 200 FEET ' 0 100 200 FEET STATION, (FEET) EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION <br /> 0 <br /> i <br /> HORIZONTAL VERTICAL DROVED UY. p Vy CRIPPLE CREEK AND VICTOR <br /> o NO EXAGGERATION JN NEWFIELDS PRODUCED THE INFORMATION PRESENTED • ewFields GOLD I R4WG COMPANY <br /> mo cHOU gV: ON TINS DRAWING THROUGH THE USE OF AVAI-- PROJECT <br /> s KCA D EXPERIENCE <br /> REEC' HIO o WING MON µ(EIMG THISDOES NOT GUARANTEE ANY VIF/OSA CLOSURE DESIGN <br /> D�gr: RIGHTS TO ETHER SUCH TECHNICAL INFORMATION OR <br /> g JNh EXPERIINCE. ANY MODIFICATION OR ADAPTATION OF TITLERLDWX <br /> E A 11/00/19 183UED FOR PRIUM MG 13cp am THE DATA OR DRAWING SHALL BE AT USER'S RISK SQAU%r GULCH OSA CHANNn 1 106.025.013P <br /> a DPAW BY: AND WITHOUT ANY LIABILITY OR LEGALWIM <br /> y NEv DOTE DHSCIUMON TECH EKG JE RESPONSIBILITY TO NEWFIELDS. PI.�N AND PROF'LLl6 (2 OF 3) 211 A <br />