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<br />NOTE' SEE SHEET 23 OF THE "F.H.A.D," REPORT DRAWINGS
<br />FOR A PLAN VIEW OF THE EXISTING FLOODPLAIN
<br />IN THIS AREA
<br />
<br />NOTE' THIS DRAWING IS A MASTER PLANNING SHEET AND
<br />REPRESENTS PRELIMINARY AND CONCEPTUAL ENGI-
<br />NEERING. IT SHALL NOT BE USED FOR CONSTRue.
<br />TION PURPOSES, SUBJECT TO CHANGE
<br />
<br />
<br />I fSTA b.oo TO StA 9 95 1
<br />{p:CEP AT eJ!1I0GE AND DROP ~RUC1jURES
<br />_ 100 YlJAR 0 StGN (WtTH~TENT'lON"}
<br />01 HARaE 137 CFS
<br />I VE DeiTY] 67 S I
<br />r Y$R [Gill (.:wITl:lQ DEllrmo
<br />; . -DtS HA-R~' 183 en; +~
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<br />MAINTENANCE ROAD
<br />
<br />100 YEAR FLOOD HAZARD AREA LIMITS
<br />(IMPRovED CHANNEL CONDITIONS)
<br />
<br />~
<br />RESHAPE C~NNEL TO CONFORM TO GRADING PLANS Ft)R
<br />PROPOSED WOLFF RUN PARK I STA.IO+DO TO $TA. 20_;00
<br />
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<br />
<br />I YE-AR"fLOOD HAZARD AREA LIMITS
<br />(If<lPROVED CHANNEL CONDITIONS)
<br />I GRASS lIN<:O dANNEI,.
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<br />100 YEAR FLOOD HAZARD AR,', A. LIMITS
<br />(EXISTING CHANNEL CONDITIONS)
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<br />MAINTENms ROAD
<br />",' l; TO P POSED PARK
<br />R-OAO S\ TEM
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<br />SCALE IN FEET
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<br />,TYPICAL IMPROVED CHANNEL CROSS SECTION.
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<br />GROUND CONTROL SURVEY BY. CR MOOR(';)"SSOC~Tn
<br />AERIAL PHOTOGRAPH V 9'1' Kl.ICoRA a ~ssOCI"r<S,lNC.
<br />TOf'OGRAPHIC MAPPING 9Y. /(ucm~ a ASSOCIAToS,/NC.
<br />CONTOUR INTERVAL';' DATE FLOWN 4-21-77
<br />
<br />DESIGNED~OATE~
<br />DRAWN~DATE~
<br />CHECKEO~DATE~
<br />REVISED_DATE_
<br />
<br />JEFFERSON COUNTY - CITY OF ARVADA . CITY OF WESTMINSTER - ADAMS COUNTY
<br />
<br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT
<br />
<br />DDD~ merrick and company engineers
<br />rn 10855 east bethanydrlve.de!wer, colorado
<br />
<br />SHAW HEIGHTS TRIBUTARY IMPROVEMENTS
<br />ARE BASED ON 100 YEAR FLOWS WITH EN.
<br />LARGED UPSTREAM DETENTION FACILITIES
<br />IN PLACE. FOR 100 YEAR DISCHARGE EXISTING
<br />CONDITIONS, SEE "FH,A D," REPORT
<br />
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<br />NOTE' LOCATION OF MAINTENANCE ROAD AS
<br />SHOWN IS FOR CONCEPTUAL PURPOSES
<br />ONLY THE ACTUAL LOCATION, TO BE
<br />DETERMINED DURING FINAL DESIGN,
<br />SHOULD BE OUT OF THE 2-YEAR
<br />FLOOOPLAIN
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<br />I 529(l
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<br />
<br />MAJOR ORAINAGEWAY PLANNING
<br />LITTLE DRY CREEK
<br />
<br />PLAN a PROFILE
<br />SHAW HEIGHTS TRIBUTARY
<br />STA. 0,.00 TO STA.20+00
<br />
<br />SHEET 21
<br />OF 30
<br />
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