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I 3 <br />4 1 I 6 <br />7 <br />8 <br />10 <br />11 <br />12 <br />1.5 14 <br />a` — <br />Revision Dates <br />0 <br />0 <br />A <br />e <br />c <br />D <br />E <br />0 <br />XREF = _XBASE <br />5360 - <br />5340 <br />5320 <br />Back Face <br />Abutment <br />2 <br />Riprap Slope <br />(TYp•) <br />222'-0" Bridge Length Measured Perpendicular to Flow Direction <br />(247'-0" Bridge Length Measured Along Roadway Centerline) <br />* Existing 100 Yr El = 5312.47 <br />Proposed 100 Yr El = 5313.05 <br />* Base Flood Elevations 10' Upstream of Ultimate Bridge Location <br />(Location of Maximum Water Service Rise of 0.58') <br />Computer File Information Sheet Revisions <br />Creation Date: 3/11/03 Initials: BES (E:21 <br />Lost Modification Date: 03/13/03 Initials: BES <br />Full Path: P:\X2310010-Louisvile\ACAD\Work\Bea\ GED <br />Olowina File Name: Mdak_hecras3.DWG <br />Aced Ver. R2000i Scale: 1" = 30' Units: English <br />1 I 2 1 3 1 4 5 <br />Low Flow <br />Channel <br />Centerline Pier <br />125' <br />(139'-0") <br />Existing \ proposed <br />Ground Ground <br />TYPICAL SECTION <br />Perpendicular To Base Flood Flow Direction <br />(Looking Upstream) <br />Trail <br />Ow - <br />Back Face <br />- Abutment <br />mom_ - <br />15 0 15 30 <br />SCALE IN FT <br />As Constructed COAL CREEK BRIDGE <br />`City of Louisville W11S01V Na Revisions: TYPICAL SECTION <br />LC o l o r a d o &COMPANY Designer. BES rnhicti <br />- <br />Enginee s k Architects Rom ' Retailer BES mVoid: Sheet Subsetbset Sheets <br />of <br />7 8 i 9 10 11 12 13 14 <br />5360 <br />- 5340 <br />5320 <br />5300 <br />'I \C j11 <br />I <br />j Jet ltEJC.de <br />'1 ;V:iVI1A <br />Sheet Number <br />c <br />D <br />E <br />