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<br />NG <br /> <br />PLANN <br />ch <br /> <br />\>-~D FLOOD <br />0<V 00 <br />J" ~ ~ <br />:;c lJD ~ <br />a::: r <br />o () <br />"Vf.c :$f <br />&~n . )..')\0 <br /> <br />ORA NAGEW A Y <br />Upper Le Gu <br /> <br />MAJOR <br /> <br />I <br /> <br />I <br /> <br />na <br /> <br />I <br /> <br />For <br /> <br />I <br /> <br />ct <br /> <br />. <br /> <br />I <br /> <br />Distr <br /> <br />I <br /> <br />Contro <br /> <br />Flood <br /> <br />and <br /> <br />Drainage <br /> <br />Urban <br /> <br />I <br /> <br />Lakewood <br /> <br />of <br /> <br />ty <br /> <br />. <br /> <br />I <br /> <br />C <br /> <br />Golden <br /> <br />of <br /> <br />ty <br /> <br />. <br /> <br />I <br /> <br />C <br /> <br />County <br /> <br />Jefferson <br /> <br />I <br /> <br /> <br />COVER <br />PLAN AND PROFILE INDEX <br />PLAN AND PROFILE INDEX <br />STATION 450+00 TO 470+00 <br />STATION 425+00 TO 450+00 <br />STATION 400+00 TO 425+00 <br />TO 400+00 <br />TO 374+00 <br /> <br />NOTE S <br /> <br />ALL HYDRAULIC CROSS-SECTION DATA IS MEASURED LEFT TO <br />RIGHT LOOKING DOWNSTREAM. <br /> <br />DISCHARGES AND VELOCITIES TABULATED IN CROSS-SECTIONS <br />ARE TOTAL DISCHARGE AND MAIN CHANNEL VELOCITY, RESPECTIVELY <br />UNLESS NOTED OTHERWISE. WHERE MAJOR FLOW SPLITS OCCUR, <br />THE DISCHARGES FOR EACH FLOW PATH ARE SHOWN ON THE <br />DRAWINGS. WHERE CHANNEL FLOW IS SUPER-CRITICAL <br />THE FLOOD ELEVATIONS ARE BASED ON CRITICAL DEPTH. <br /> <br />GENERAL <br /> <br />- <br />N <br /> <br />, <br /> <br />URBAN DRAINAGE AND FLOOD <br />CONTROL DISTRICT BOUNDARY <br /> <br />, <br /> <br />NDEX <br /> <br />SHEET <br /> <br />I <br /> <br />I <br /> <br />I, <br /> <br />FLOODPLAIN LIMITS AND WATER SURFACE ELEVATIONS ARE BASED <br />ON CHANNEL AND ROAD CROSSING CONDITIONS AT THE TIME OF <br />PUBLICATION. THE USER IS ADVISED TO CONTACT THE APPROPRIATE <br />LOCAL GOVERNMENT TO DETERMINE IF MODIFICATIONS OR <br />REVISIONS TO THE INFORMATION PORTRAYED IN TH.IS REPORT HAVE <br />OCCURRED. <br /> <br />LENA GULCH <br />LENA GULCH <br />LENA GULCH <br />LENA GULCH <br />LENA GULCH <br /> <br />SHEET <br />SHEET <br /> <br />UPPER <br />LENA <br />GULCH <br />BASIN <br /> <br />374+00 <br />350+00 <br />327+00 <br /> <br />STATION <br />STATION <br />STATION <br /> <br />LEVEL. <br /> <br />FLOODPLAIN LIMITS-EXISTING <br />FLOODPLAIN LIMITS-WITH IMPROVEMENTS <br />CROSS-SECTION <br /> <br />ARE <br /> <br />ELEVATIONS ARE USGS DATUM, <br />ELEVATIONS SHOWN <br /> <br />SEA <br /> <br />UTILITIES WILL BE REQUIRED <br /> <br />MEAN <br /> <br />LEGEND <br /> <br />LOCA TlONS AND <br /> <br />00- YEAR <br />00- YEAR <br />HYDRAULIC MODEL <br /> <br />ALL GROUND <br /> <br />THE EXISTING UTILITY <br />APPROXIMA TE. <br />THE FIELD LOCATION OF ALL <br />DURING FINAL DESIGN. <br /> <br />--- <br /> <br />455.43 I I <br /> <br />)0 <br />\~ <br /> <br />\ <br /> <br />TRIBUTARY <br />TRIBUTARY <br /> <br />TO 350+00 LENA GULCH <br />TO 327+00 LENA GULCH <br />TO 303+00 LENA GULCH <br />TO 275+00 LENA GULCH <br />TO 246+00 LENA GULCH <br />TO 219+00 LENA GULCH <br />TO 191+00 LENA GULCH <br />TO 40+05 PLEASANT VIEW <br />TO 24+00 PLEASANT VIEW <br />TO 28+75 APEX GULCH <br />TO 28+75 APEX GULCH PLAN <br />DRAINAGE STRUCTURE CROSS-SECTIONS <br />DRAINAGE STRUCTURE CROSS SECTIONS <br /> <br />STA TION 303+00 <br />275+00 <br />246+00 <br />219+00 <br />91+00 <br />63+00 <br />24+00 <br />0+00 <br />0+00 <br />0+00 <br /> <br />STA TlON <br />STATION <br />STATION <br />STA TlON <br />STATION <br />STATION <br />STATION <br />STATION <br />STATION <br /> <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />17 <br />8 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />WATER SURFACE PROFILE-EXISTING <br />WATER SURFACE PROFILE-WITH IMPROVEMENTS <br />BOUNDARIES <br /> <br />LIMIT <br /> <br />00- YEAR <br />00- YEAR <br />CITY/COUNTY <br />EXISTING GAS <br /> <br />--- <br /> <br />---- <br /> <br />- -Z'G- <br /> <br />DOUGLAS <br /> <br />I <br /> <br />I <br /> <br />LINE <br /> <br />EXISTING WATER LINE <br />EXISTING SANITARY SEWER <br />BURIED) <br /> <br />---,(',,-- <br /> <br />MILES <br />10 <br /> <br />ELECTRIC <br /> <br />EXISTING <br /> <br />8.8.- <br /> <br />20 <br /> <br />5 <br /> <br />5 <br /> <br />o <br /> <br />I <br /> <br />EXISTING CULVERT <br /> <br />- <br /> <br />)E------1( <br /> <br />VICINITY MAP <br /> <br />I <br /> <br />COVER <br /> <br />BENCHMARK <br /> <br />FLOODPLAIN DELINEATION <br />AND <br />PROPOSED IMPROVEMENTS <br /> <br />~ LG-6 <br /> <br />MAJOR DRAINAGEWAY PLANNING <br />UPPER LENA GULCH <br /> <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br />JEFFERSON COUNTY, CITY OF GOLDEN. CITY OF LAKEWOOD <br /> <br />BOYL.E <br />....... '-Ia <br />~T1D17 <br /> <br />I <br />