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- - GRAPHIC SCALE LIMITS OF EFFECTIVE PAWNEE CREEK OVERFLOW 100- YR FLOODPLAIN (ZONE A) ~ '~ 50 1 100 \ 200 1 400 ~ CHANNEL CROSS SECTION 3 11:; -0.5" CHANNEL CROSS SECTION ~ I c,.. ( IN FEET ) 1 inch = 100 ft. 0.5"_ 3 ' '- 0,5"- -0.5" 1 7' I So=O.15% I j- 115' -J STA 72+20 TO 104+00 I So=O.3% I I- 80' -I \ , ...... " ...... , \ \. ~ I~ 1:' 1\; I III 1(1 II: I 1[1 II; \ II' \ I \ I --' ..... II: ..... I[ ..... \: ....." I[ " II; " " , f ' \' \ I, \ II: ..... i'; I I I \ \ \ \ \ " " \ \ PROPO~D 100- YEAR FLOODPLAIN PROPOSED 100 YEAR FLOODWAY LIMITS ..... ..... " ..... ...... , -t \ STA 105+00 TO 120+00 \ , --- " \ \ \ \ " " "\ V --- , , --- , ,-...... '- , , ...... \ \ \ \ " ~ " ..... ..... ..... J \ \ \ \ 12D 00 ..... 12~OO -t -l-----~----. --l~----~---- ---- \ ~~ I \ 0 I \ 0:::) / ~ ZI- / I W(/) I '. " ~{t " 13974.691 V '. " , .... .' ~.' ". .- V , , '. . ' " / .' ~~ -+~'/ ,') " . ~') '. i . ;' ! .' ! .... .', .' ! :. ,..' '.. .... ........' '. ... ,. . 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':,.....::: ....... - ,.. . .. -, \- ,., ,. 120+00 115+ 00 110+00 105+00 100+ 00 No. PROJECT No. 99-045-STR-352 DRAWN BJL DESIGN2D RJE Cl-ECKED DJW - I ,.. ~\ '" -IT - PAWNEE CREEK OVERFLOW INTERCEPTOR CHANNEL ][ <C<O>N ENGINEERING, INC, 8100 Soclh Akron Street, SUite 300, Englewood, CO 80lliO Fhone (303) iOiOl'080iO I Fax (303) iOiOl.4019 ~~~~R~IN , ( JJ A Colomdo Treasm:e PLAN AND PROFILE WORKMAP DATE REVISIONS APPR. ..... . . . ... . . I . . . . . . . 95+00 "3: (I)]> fTl~ fTln (I)::I: ::I:r fTl..... fTlZ ~fTl (.oJ (I) V'~ ]> IJ) (.oJ + Ul o . <0337 ~ I-.-t ~ ,="" ". . Eo ~ ~ . .. ._f--.- I. I : "3: (I)]> fTl~ fTln (I)::I: . ::I:r fTl..... :""M , . (.oJ (I) V' ~ . ]> \Q. + Ul o 3980 3975 3970 .' 3965 l- I 3960 I , I 3955 3950 DATE OCT 2001 SHEET 4 OF 4