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9+00.00 <br /> 5160 <br /> MATCH EXISTING SLOPE 25' WIDE <br /> DAM CREST <br /> 2' THICK Dm=12" 5150 <br /> TIE NEW GRADING INTO 2Yk may— RIPRAP _ NORMAL WATER SURFACE <br /> DOWNSTREAM EDGE OF CREST�.r — —�\ - ELEVATION 5145.00 <br /> suo <br /> � 1' THICK � <br /> TYPE II FINISHED <br /> GRISTINGAOF BEDDING ��� - GRADE <br /> -------------- <br /> -- --- .. 5130 <br /> 5120 <br /> dC -80 70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100110 <br /> MAXIMUM DAM SECTION <br /> SCALE 1" = 10' H&V <br /> Figure 2: Proposed Existing Dam Improvements <br /> Signal Reservoir Modifications/Improvements <br /> Brighton, Colorado <br /> North EEC Project #: 1 122096 Date: July 2013 <br /> Not 1. Scale <br /> EARTH ENGINEERING CONSULTANTS, INC. <br />