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<br />'I <br /> <br />FLOOD HAZARD <br /> <br />AREA <br /> <br />DELINEATION <br /> <br />I <br /> <br />SOUTH <br /> <br />PLA TTE RIVER <br />1-270 TO OXFORD <br /> <br />2000 0 <br />""",,,"-...j <br />Scale <br /> <br />2000 <br /> <br />4000 <br />, <br />Feet <br /> <br /> <br />I <br /> <br /> <br />" <br /> <br />:1 <br /> <br />"Z <br /> <br />I <br /> <br />> , <br />~ ;; <br />~ <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />'I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />(I <br /> <br />LEGEND <br /> <br />CAUTION <br /> <br /> SHEET INDEX <br />SHEET NO. TIT L E SHE E T NO. TIT L E <br />1 INDEX MAP 9 P LAN . PRO F I L E S T A. 1292+00 TO 1348+00 <br />]A INDEX MAP 9A P LAN <br />2 PLAN . PRO F I L E S T A. 16~6+00 TO 1740+00 10 P LAN . P R -0 F I L E S T A. 1233+00 TO 1292+00 <br />']A PLAN lOA P l A N <br />3 P LAN & PRO F I L E S T A. 1632+00 TO 1686+00 11 P LAN . PRO F I L E S T A. 1176+00 TO 1233+00 <br />4 PLAN & PROFILE STA. 1572+00 TO 1632+00 12 P LAN . PROFILE S T A. 1120+00 TO 1176+00 <br />5 PLAN . PROFILE S T A, 1513+00 TO lSn+OO 13 P LAN . PROFILE S T ft. 1066+00 TO 1120+00 <br />6 PLAN . PROFILE STA: 1456+00 TO 1513+00 13A P LAN <br /> & PRO F I l E S T A. 1403+00 TO 1456+00 14 P LAN & PRO F I L E S T A. 1006+00 TO 1066+00 <br />7 PLAN <br />8 P LAN . PROFILE S T A, 1348+00 TO lli03+QO 14A P l A N <br /> 15 P LAN & PRO F I L E S T A. 950+00 TO 1006+00 <br />SA PLAN <br /> 16,17,18 CROSSI NG STRUCTURES <br /> <br />i" <br /> <br />PLAN <br />@ <br />@ <br /> <br />S132.7 <br /> <br />SECTION <br />ELE-VAT10N,. IN OVERBANK <br />100-- YR. FLOODPLAlN LIMIT <br /> <br />FLOODWATER SURFACE ELEVATIotlSAND FLOOOPLAIN BOUNDARIES ARE <br />OFTEN REVISED BY ROAD AND BRlDGE CONSTRUCTIJN, FLOODPLAIN <br />OEVELoPMENT,FLooDCONTRoL,IMPROVEMENTS,ORNATURALPROCESSES. <br />PRIOR TO UTILIZATION OF THIS REPORT FOR PLANNING OR DESIGN <br />PURPOSES, THE USER IS ADVISED TO CONTACT THE URBAN DRAINAGE <br />AND FLOOD CONTROl DISTRICT TO DETERMINE IF THE INFORMATION <br />IN THIS REPORT HAS BEENAMfNDED. <br /> <br />1270 <br />, <br /> <br />RIVER STATION X 100 <br />LIMIT OF AREA HYDRAULICALLY <br />CONNECTED TO CHANNEL <br /> <br />. <br /> <br />PROFILE <br /> <br />LEFT BANK (lOOKING DOWNSTREAM) <br /> <br />. <br /> <br />RIGHT BANK (LOOKING DOWNSTREAM) <br />100-YR. WATER SURFACE PROFILE <br /> <br />BRIDGE AS SHOWN IN PROFILE <br /> <br />I <br /> <br />IO-YR. WATER SURFACE PROFILE <br /> <br />D~TOP OF RAIL.ING <br />~TOP OF BRIDGE <br />-L.OW CHORD <br /> <br />THALWEG OR WATER SURFACE <br />ON 4/16/83 <br /> <br />I <br /> <br />FLOOD HAZARD AREA DELINEATION STUDY <br /> <br />II INDEX MAP <br /> <br />URBAN DRAINAGE AND <br />FLOOD CONTROL DISTRICT <br /> <br />WRIGHT WATER ENGINEERS. INC. <br />Iil4I1OW.a&TH.AYe..ee-A CIliNVER,ca.II02't'l <br /> <br />DESIGN w <br />DETAIL ;;~l <br />CHECK I. <br /> <br />PROJECT NUMBER <br /> <br />DRAWING NUMBER <br /> <br />1/85 <br /> <br />83\ -036.0oC <br /> <br />OF 25 <br /> <br />] <br />