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<br />\l <br /> <br /> <br />, <br />',,~ <br />x <br /> <br />,/ <br />x <br /> <br />NOTE: ThiI dniwing i, a malt. ... <br />sheet repreeenting preliminary and CCIIaptuaI <br />enQineerilng. It sholl not be uMd for <br />construction pufpoHl. <br /> <br /> <br />".1/....... <br /> <br />STRUCTURE IMPROVEMENTS <br />LOCATION Private Bridge <br />Off Zuni Sf. <br /> <br />TYPE OF <br />IMPROVEMENT <br /> <br />one xlstlng <br />~ri~c~~F..not <br />jn~uence"'Fiood <br />Plain <br /> <br />ROADWAY <br />ElEVATION(Ft.l 5186.0 <br />AT BRIDGE <br />BRIDGE <br />OPENING 2 220 <br />AREA (Ft. ) <br />LOW CHORD <br />ELEVATION 5184.5 <br />{FtJ <br />INVERT <br />ELEVATION 5179.5 <br />(Ft.) <br />NATURAL <br />CHANNEL 5179.5 <br />ELEVATlON(Ft.) <br /> <br />loa Year Water Surface <br /> <br />'l Channel <br /> <br />, <br />Slo. 530+00 to 590+00 <br /> <br /> <br /> <br />TYPICAL EXISTING CHANNEL CRO~5 5E9TION <br />Scales: Horiz.- o' 50 100 lOO' <br />Vert.- 0' 0' 10' 2-d <br /> <br />"x <br />" <br /> <br />x <br /> <br />SCALE <br />o 100' 200' <br />I ' <br /> <br />- <br />I <br /> <br />~200 ~~ <br /> ~200 <br />'" lor <br /> I ,... ,,--- <br />~190 dlt , <br /> ~190 <br />~180 <br /> ~180 <br />~170 <br /> ~ <br /> <br /> <br /> <br /> <br /> <br />- <br />-~ --- <br />- .--- <br />-. -- <br /> <br />890.00 <br /> <br />580.00 <br /> <br />570.00 <br /> <br />560.00 <br /> <br />550.00 <br /> <br />540.00 <br /> <br />530.00 <br /> <br />GROlJM) CONTROL SURVEY BY, <br />AERIAL PHOTOGRAPHY BY' <br />TOPOGRAPHIC MAPPING BY: <br />CONTOUR INTERVAL <br /> <br />KUCERA <br />KUCERA <br />KUCERA <br />:;>' DATE <br /> <br />a ASSOCIATES INC. <br />a AssoaATES INC. <br />a ASSOCIATES INC. <br />FLOWN 5 I -7? <br /> <br />DESIGNED" <br />DRAWN' <br />CHECKED' <br />REVISED <br /> <br />D.T.S.. DJ.L <br />LLU. M.E.M. <br />["IT!'; KR.W <br />M.EM. <br /> <br />DATE' <br />DATE' <br />DATE' <br />DATE' <br /> <br />2-15-73 <br />2-15-73 <br />:1'-:1'7-73 <br />2-28 73 <br /> <br />ENGINEER' <br />WRIGHT-McLAUGHLIN <br />- <br /> <br />ENGINEERS <br /><:0"""00 <br /> <br />URBAN DRAINAGE <br /> <br />AND FLOOD CONTROL DISTRICT <br /> <br />PRELIMINARY DESIGN <br /> <br />CITY of WESTMINSTER <br /> <br />ADAMS and JEFFERSON COUNTIES <br /> <br />BIG DRY CREEK <br /> <br />STA, 530 t 00 to STA 500 t 00 <br /> <br />SHEET NO, <br />a OF 22.. <br />