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POND BOTTOM. VARIES <br />DESIGNED: DATE: <br />DRAWN: DATE: <br />CHECKED: DATE: <br />REVISED: DATE: <br />REVISED: DATE: <br />291h <br />MULLER ENGINEERING CO., INC. <br />CONSUL77NG ENGLVFYM <br />777 SOUTH WADSWORTHBLVD. NI-100 <br />LAKEWOOD, COLORADO 97116 <br />PROJECT NO. 07- 030.08 ( <br />303) 9M -4939 <br />A <br />TYPE L RIPRAP <br />x(15" THICK) <br />A <br />TYPE II BEDDING <br />SNUMM(8- THICK) <br />Exl5tlncg Dam <br />Crest <br />EL:55.3 -55.9 <br />1 <br />Exl5ting <br />Grade <br />EMBANKMENT MATERIAL <br />SPECIAL) <br />EMBANKMENT PROTECTION DETAIL <br />SCALE: 1"= 3' <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br />F -7 <br />RECORD DRAWING <br />MAP <br />KEY IN LIFTS PER DESIGN <br />SPECIFICATIONS <br />July 9, 2012 <br />THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON <br />INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED <br />TO BE RELIABLE, MULLER ENGINEERING COMPANY, INC. CANNOT ASSURE ITS <br />ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS <br />RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE <br />BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD <br />DRAWING ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS <br />ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. <br />HAVANA STREET DAM IMPROVEMENTS <br />8' -0" <br />w <br />z <br />J <br />J <br />0 <br />z <br />0 <br />0 <br />SPILLWAY CREST <br />EL. = 5251.4 (BEYOND) <br />Exi5tin6j Gravel <br />Acce55 Road <br />SHORELINE STABILIZATION <br />CROSS SECTION <br />SEO # C -1991 <br />SHEET <br />7 of 1413