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' <br />-......... <br /> <br />I <br /> <br /> <br />L <br />\ <br />---~ <br /> <br />---....-. <br /> <br />I <br /> <br />,J[lGHf5 <br />SHAW 8U~/IRY _ <br />r~"--- <br />", <br />";. <br />,,~ <br /> <br />I <br /> <br />I <br /> <br />,j(., <br />11:' <br /> <br />I <br /> <br />W64TH AVE. <br /> <br />I <br /> <br />VICINITY MAP <br /> <br />I <br /> <br />merrick and company engineers <br />10855 east bethany drive. denver, colorado <br /> <br />DESIGNED_DATE <br />DRAWN___DATE <br />CHEC~ED__DATE <br />REVISED. _ DATE <br />REI'ISEO_DATE_ <br /> <br />~~ <br /> <br />I <br /> <br />SHEET <br />~ <br /> <br />WEST 88TH AVENUE <br /> <br />NOTES; <br />I FLOOD WATER SURFACE ELEVATIONS AND FLOOD PLAIN BOUNDARIE"S ARE <br />OFTEN REviSED BY ROAD AND BRIDGE CONSTRUCTION, FlOOD PL.:AIN DEVELOPMENT, <br />FLOOD CONTROL IMPROVEMENTS, OR NATURAL PROCESSES. PRIOR TO UTILIZATION OF <br />THIS REPORT FOR PLANNING OR DESIGN PURPOSES, THE USER IS ADVISED TO <br />CONTACT THE URBAN DRAINAGE a. FLOOD CONTROL DISTRICT OR THE COLORADO <br />WATER CONSERVATION BOARD TO DETERMINE IF THE INFORMATION IN THIS REPORT <br />HAS BEEN AMENDED. <br />2. ALL ELEVATIONS ARE ABOVE MEAN SEA LEVEL DATUM AND ARE BASED ON US.G.5. <br />BENCH MARK TT-14 D ELEV. ~683. 497 FEET. ADD l. 3 FEET TO U S.G.S. ELEVATIONS TO <br />CONVERT TO CITY OF ARVADA DATUM (BASED ON AVERAGE DIFFERENCE MEASURED <br />BETWEEN ARVAOAS B M. GA6 8 CA9). <br />3. FLOODWAY DATA MAY BE FOUND IN THE ~FLOOD HAZARD AREA DELINEATION" <br />REPORT FOR LITTLE DRY CREEK (ADCO) DATED JUNE 1978 <br />4. THESE DRAWINGS ARE MASTER PLANNING SHEETS AND REPRESENT PRELIMINARY <br />AND CONCEPTUAL ENGINEERING THEY SHALL NOT BE USED FOR CONSTRUCTION <br />PURPOSES; SUBJECT TO CHANGE. <br /> <br />~o/ARY 1 <br />~ <br /> <br />WEST 80TH AVHIUE <br /> <br /> <br /> <br />" <br />, <br />. <br /> <br />z <br />~ <br />ffi <br />~ <br /> <br />LEGEND <br /> <br />PLAN <br /> <br />INDEX <br /> <br />100 YEAR FLOOD HAZARD AREA LIMITS <br />(EXISTING CHANNEL CONDITIONS) <br />100 YEAR FLOOD HAZARD AREA LIMITS <br />(IMPROVED CHANNEL CONDITIONS) <br />BOUNDARY BETWEEN AREA OF SHALLOW <br />FLOODING AND 100 YEAR FLOOD PLAIN <br />(IMPROVED CHANNEL CONDiTIONS) <br />REFERENCE LINE AND STATIONING <br />VERTICAL CONTROL POINT FOR MAPPING <br />UTILITY POLE <br />STREET LIGHT <br />GROUND SURFACE ELEVATION AT 'X' <br />TELEPHONE <br />SANITARY SEWER LINE {SIZES VARY} <br />WATER LINE (SIZES VARY) <br />GAS LINE (SIZES VARY) <br />UNDERGROUND ELECTRIC LINE <br /> <br />TITLE <br /> <br />o <br />o <br />,; <br />" <br />---f - I <br />+ <br /> <br />I.' <br />I <br />2 <br />3 <br />. <br />5 <br />. <br />7 <br />. <br />9 <br />10 <br />" <br />12 <br />13 <br />I. <br />15 <br />I. <br />17 <br />I. <br />19 <br />20 <br />21 <br />22 <br />23 <br />2. <br />25 <br />2. <br />27 <br />28 <br />29 <br />30 <br /> <br />TITLE SHEET <br />INDEX SHEET <br />PLAN 6 PROFILE STA. 470+00 TO UPSTREAM STUDY LIMITS <br />PLAN a. PROFILE STA. 442 +00 TO STA. 470 +00 <br />PLAN a PROFILE STA. 414 + 00 TO STA. 442 +00 <br />PLAN a. PROFILE STA.3B6+00TO STA.414+00 <br />PLAN a. PROFILE STA. 358 +00 TO STA. 386+ 00 <br />PLAN 6-PROFILE STA.329+00TOSTA.358+00 <br />PLAN a PROFILE STA. 301 +00 TO STA. 329+00 <br />PLAN B: PROFILE STA. 273+00 TO STA. 301 + 00 <br />PLAN B: PROFILE STA. 245+00 TO STA. 273+00 <br />PLAN a PROFILE STA. 217 +00 TO STA. 245 + 00 <br />PLAN a. PROFILE STA. 190+00 TO STA. 217 +00 <br />PLAN 8. PROFILE STA 153+00 TO STA 190+00 <br />PLAN 8. PROFILE STA 126 +00 TO STA. 153 +00 <br />PLAN 8. PROFILE STA. 99 + 00 TO STA. 126 + 00 <br />PLAN 6 PROFILE STA. 74+00TOSTA.99+00 <br />PLAN 8. PRO.FILE STA. 49+ 00 TO STA. 74.00 <br />PLAN 6 PROFILE STA.23.00TOSTA.49+00 <br />PLAN 8. PROFILE STA. 0+00 TO STA. 23 +00 <br />PLAN SHEET - MATCHES SHEET NO. 18 <br />PLAN SHEET - MATCHES SHEET NO. 19 <br />PLAN e. PROFILE STA 0+00 TOSTA. 20+00 (SHAW HEIGHTS TRIBUTARY) <br />PLAN a. PROFILE STA. 20 +00 TO STA. 47 +00 (SHAW HEIGHTS TRIBUTARY) <br />PLAN a. PROFILE STA. 47+00TOSTA. 81 +00 (SHAW HEIGHTS TRIBUTARY) <br />PLAN 6 PROFILE STA. BI +(,0 TO STA.I06 +00 (SHAW HEIGHTS TRIBUTARY) <br />PLAN 6 PROFILE STA.106+00TO UPSTREAM STUDY LIMITS <br />PLAN a PROFILE STA 18 +00 TO STA. 45 + 73 (TRIBUTARY B) <br />PLAN 6- PROFILE STA. 0+ 00 TO STA. IB+OO (TRIBUTARY B) <br />PLAN 6 PROFILE STA. 57 +00 TO UPSTREAM STUDY LIMITS (TRIBUTARY C) <br />DRAINAGE BASIN MAP <br />FUTURE LAND USE MAP <br /> <br />100 YEAR FLOOD PROFILE <br />(EXISTING CHANNEL CONDITIONS) <br />100 YEAR FLOOD PROFILE <br />(1M PROVED CHANNEL CONDITIONS) <br />DESIGN FREQUENCY FLOOD PROFILE <br />(IMPROVED CHANNEL CONDITIONS) <br />EXISTING CHANNEL THALWEG <br />PROPOSED CHANNEL FLOWLINE <br />PROPOSED LOW FLOW CHANNEL INVERT <br />EXISTING GROUND ON PROPOSED <br />CHANNEL CENTERLINE <br /> <br />~ <br /> <br />~ <br /> <br />, <br /> <br />-e"SA"l--- <br /> <br />~6"W~ <br /> <br />---------2" GAS__ <br /> <br />---13W-- <br /> <br />PROFILE <br /> <br />SHEET NUMeER <br /> <br />JEFFERSON COUNTY <br /> <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br /> <br />CITY OF ARVADA <br /> <br />CITY OF WESTMINSTER <br /> <br />LITTLE DRY CREEK <br /> <br />MAJOR DRAINAGEWAY PLANNING <br /> <br />LITTLE DRY CREEK <br />INDEX SHEET <br /> <br />I-I <br /> <br />ADAMS COUNTY <br />