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<br />I <br /> <br />I <br /> <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br /> <br />ADAMS COUNTY <br /> <br />I <br /> <br />FLOOD HAZARD AREA DELINEATION <br />TODD CREEK <br /> <br />I <br /> <br /> <br />, <br />, <br />j <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br /><::::: <br /> <br />I <br /> <br />C <br />1- <br />< <br /> <br />/~ <br /> <br />I <br /> <br />We/I" <br /> <br />I <br /> <br />LEGEND <br /> <br />FLOOD WATER SURFACe ELEVATIONS AND FLOODPLAIN BOUNDARIES ARE OFTEN REVISED BY ROAD AND BRIDGE CONSTRUCTION; FLOODPLAIN DEVELOPMENT. FLOOD CONTROL <br />IMPROVEMENTS. OR NATURAL PROCESSES. PRIOR TO UTILIZATION OF THIS REPORT FOR PLANNING OR DESIGN PURPOSES. THE USER IS ADVISED TO CONTACT THE URBAN <br />ORAINAGE AND FLOOD CONTROL DISTRICT TO DETERMINE IF THE INFORMATION IN THIS REPORT HAS BEEN AMENDED. <br /> <br />SHEET INDEX <br /> <br />I <br /> <br />* <br /> <br />PLAN <br /> <br />SHEET NO. TITLE <br />1. TIm SHEET <br /> <br />I <br /> <br />Q"ROSS SECTION LOCATION. AND IDENTIFICATION <br /> <br />MULLER ENGINEERING COMPANY, INC. <br /> <br />CONSULTING ENGINEERS <br />7000 WEST FOURTEENTIl AVENUE <br />LAKEWOOD, COlORADO 80215 <br />(303) 232-9340 <br /> <br />PLAN AND PROFILE SHEETS <br /> <br />I <br /> <br />PROFILE <br /> <br />~~ <br /> <br /> <br />SHEET NO. ..!.!.!.b& <br />Z. MAIN STEJII STA 310+00 TO STA 28Z+OO <br />3. MAIN STEM STA 282-+00- TO STA 253tOO <br />TRIBUTARY 3 STA 3+00 TO STA 0+00 <br />4. TRIBUTARY 3 STA 253-tOO 10 STA 224-tOO <br />5. TRIBUTARY 3 STA 224+00 10 STA 195+00 <br />6. TRIBUTARY 3 STA 195+00 10 STA 185+00 <br />tRIBUTARY ,2 STA 19+00 TO STA GtOO <br />7. MAIN srnt STA 185+ll0 TO .STA l6OtOO <br />8.. MAIN STEM STA 160+00 TO STA l33iOO <br />9. MAIN srnt STA 133+00 TO STA 120+00 <br />TRI8UTARY 1 STA 11+00 TO STA 0f":l\0 <br />TRIBUTARY: 4 STA 15+00 TO STA 0+00 <br /> <br />SHEET NO~ TITLE <br />10. MI. STEM STA 120+00 TO STA 90+00 <br />11. MAIN STEJI STA 90+00 TO STA 6ll+Oa <br />12. WN STEM STA 60+00 TO STA 3()l.OO <br />13. MAIN srnt STA 3()l.OO TO STA 0+00 <br />14. TRIBUTARY I STA 40+80 10 STA 11+00 <br />15. TRIBUTARY 2 STA 53+20 TO STA 4OtOO <br />16. TRIBUTARY 2 STA 40+00 TO STA 19-tOO <br />17. TRIBUTARY 3 STA 26+30 TO STA 3+00 <br />18. TRIBUTARY 4 STA 145+00 10 STA 1.2OfOO <br />19. TRIBUTARY 4 STA lZOfOO TO STA 103-tOO <br />ZO. TRIBtlTARY 4 STA 103+00 TO STA 75+00 <br />21. TRIBUTARY 4 STA 75-J.OO TO STA 45+00 <br />22. TRIBUTARY 4 STA 45+00 TO STA 15+00 <br />FLOODPLAIN MAPS <br /> <br />100 YEAR FLOODPLAIN BOUNDARY <br /> <br />REFERENCE LINE <br /> <br />e---- <br /> <br />100 YEAR FLOOD DISCHARGE DENOTING <br />SPLIT FLOW ASSUMPTIONS <br /> <br />PREPARED UNDER THE SUPERVISION OF: <br /> <br />I <br /> <br />100 YEAR WATER SURFACE PROFilE <br /> <br />I <br /> <br />I <br />@ <br /> <br />BRIDGE SUPERSTRUCTURE <br /> <br />~~.... <br /> <br /> <br />SHEET NO. ":ITLE <br />23. FLOODPLAIN MAP - TRIBUTARY 2. MAIN srnt AT SMITH RESERVOIR <br />24. flOODPLAIN MAP - MAlN STEM. TRIBUTARY 1. TRIBUTARY 4 <br />25. FLOODPlAIN MAP - TODD CREEK AND SOUTH PLAm RIVER CONfLUENCE SHEET I 0 F 25 <br /> <br />....- ~ <br /> <br />CHANNEL THALWEG <br /> <br />CROSS SECTlqN LOCATION <br /> <br />CHARLES E. LARSON, P.E. <br /> <br />