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0 <br /> 0 <br /> 11 <br /> 1 <br /> L <br /> ITT <br /> ono r/ EXISTING <br /> n V 9 END-22 <br /> N 61 3D= <br /> w <br /> / EMP-22 SPILLWAY <br /> r <br /> END-22b <br /> B <br /> ) <br /> ( <br /> NOTES: <br /> 1. SCALE BAR MEASURES Y ON A FULL SIZE PLOT(ANSI-D)AND 1.5-ON A <br /> HALF SIZE PLOT(ANSI-B). <br /> d� 2. DIMENSIONS PRESENTED IN DESIGN TABLE ARE MINIMUMS. <br /> � � �s61o�-� <br /> REFERENCE: PLAN <br /> EXISTING TOPOGRAPHY WAS RECEIVED IN MULTIPLE FILES FROM CRIPPLE CREEK 8 VICTOR GOLD MINING CO. <br /> 10 0 10 20 FEET <br /> 1-=10'AT FULL SIZE(ANSI D) <br /> 1"=20 AT HALF SIZE(ANSI B) <br /> TABLE 1 <br /> solo 9610 EMP-22 SPILLWAY DESIGN <br /> EXCAVATE CHANNEL <br /> EXCAVATE DEPTH, CHANNEL DEPTH, RIPRAP DEPTH, RIPRAP <br /> a0 % De(ft) BOTTOM WIDTH, Dc(ft) BOTTOM WIDTH, Dn(ft) RIPRAP D50,(in) THICKNESS,It(ft) <br /> a <br /> Be(ft) Bf(ft) <br /> 9600 ¢• <w 9600 2.5 10.5 1.5 10.0 0.5 6 1.0 <br /> EXISTING GROUND, y w co w <br /> W uj <br /> w -0.5% W <br /> LL 9590 Sa j / 9590LL <br /> a 218% f <br /> Z L__� <br /> Z DAYLIGHT TO DAYLIGHT TO <br /> O EXISTING—/ O EXISTING GROUNDEXISTING GROUND <br /> EMP-229580 W �p19580 JW W <br /> EMP-22 SPILLWAY D. D. <br /> c+ 0.0% (BOTTOM OF EROSION <br /> 9570 PROTECTION) 9570 12 2t <br /> EMP-22b <br /> t <br /> 0 8 oz/sy NON-WOVEN <br /> 9 GEOTEXTILE <br /> 9560 9560 _ B. <br /> - <br /> 1+08.73 1+00 0+80 0+60 0+40 0+20 0+00 <br /> d <br /> �a <br /> PROFILE B SPILLWAY <br /> - TYPICAL SECTION <br /> o 10 0 10 20 FEET 10 0 10 20 FEET <br /> o N.T.S. <br /> om <br /> CI Llj HORIZONTAL SCALE VERTICAL SCALE <br /> U 1-=10 AT FULL SIZE(ANSI D) V-10 AT FULL SIZE(ANSI-0) <br /> 1'M AT HALF SIZE(ANSI-B) 1"-20'AT HALF SIZE(ANSI-B) <br /> 4= NOT FOR CONSTRUCTION <br /> oa <br /> REV DATE DESCRIPTION �� —DISCLAIMER CLIENT PROJECT CRIPPLE CREEK AND VICTOR MINE <br /> CADD KNIGHT PIESOLD AND CO.PRODUCED THE DATA SHOWN HEREON USING <br /> �oN RS BOTH TECHNICAL INFORMATgN AND METHODS.RECEIPT OF THIS CRIPPLE CREEK AND VICTOR GOLD MINING CO. STORMWATER MANAGEMENT PLAN UPGRADES <br /> A 0M 118 ISSUED FOR CLIENT REVIEW DRAWING DOES NOT IMPART TO THE RECIPIENT ANY RIGHTS TO SUCH <br /> CB TECHNICAL INFORMATION OR METHODS.ANY ADAPTATION OR TITLE <br /> BF MODIFITHOUT THE DATA EMP-22 SPILLWAY PLAN AND PROFILE <br /> ro ti¢ B 04/27/18 ISSUED FOR REGULATORY REVIEW <br /> �d> RS AND WITHOUT LIABILITY IX2 LEGAL EXPOSURE TO KNIGHT PIESOLD AND CO. <br /> <zo Knight Piesold LOCATION PROJECT NUMBER DRAWING NUMBERR VISION <br /> or <br /> a C' G NF ULT ING DRAWN By I cB DV101 00408.03 210 B <br />