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<br />--\ <br /> <br />'-. <br /> <br />.., "\-1 <br /> <br />5280 <br /> <br />5270 <br /> <br />5260 <br /> <br />5250 <br /> <br />880' 00 <br /> <br />GROUND CONTROL SURVEY <br />AERIAL PHOTOGRAPHY BY: <br />TOPOGRAPHIC MAPPING gy: <br />CONTOUR INTERVAL <br /> <br /> <br />870tOO <br /> <br />BY. KUCERA 8. ASSOCIATES INC. <br />KUCERA 8. ASSOOATES INC. <br />KUCERA 8 ASSOCIATES INC. <br />2 DATE FLOWN 5_1_72 <br /> <br />DESlGNEO' OT.S.. OJ.L. <br />DRAWN: L.L.U. <br />CHECl(EO: O,TS K.R.W. <br />REVISED' LLU <br /> <br />MTE' <br />DATE: <br />DATE: <br />DATE: <br /> <br />2-16_73 <br />2-17-73 <br />2_27_73 <br />3_1_73 <br /> <br />100 Year Water Surface <br /> <br />Sto. 820"+ 00 to Sto. SSOor 00 <br /> <br />TYPI CAL <br /> <br /> <br />EXISTING CHANNEL CROSS SECTION <br />Scoles: Horiz..,..o ~ 100' <br />Vert.....:....~ 10' <br /> <br />'" <br /> <br />860+00 <br /> <br />ENGINEER' <br />WRIGHT -MCLAUGHLIN <br />- <br /> <br />'00' <br /> <br />10 "{~,"pj~e <br />.---0.4"" <br /> <br /> <br />NOTE: This drawing is a mat. .... <br />sheet reptesentin~ preliminary and concepNIl <br />enginM:ring. It shall not be uud for <br />construction purpous. <br /> <br />0:"..... <br /> <br />".,.1' <br /> <br />\.... <br /> <br />'\ <br />'\ <br /> <br />...;',:91 <br /> <br />I, <br />BIJ~~n ,M,'.Y f,NeCeS5Gry <br />_f'otMcinten~ P\irp IS <br />I ~ovi 100' Potenti_1J1 <br />.'-'-" 0 I Eroi'on ~sement" -". <br />- -_/ 0/ " <br />,~,/ \ // <br />'" ' <br /> <br />'. <br />", <br /> <br /> <br /> <br />.->- <br /> <br />. <br /> <br />',,'" <br />>?- <br />'~','C;',;; <br />,~:' y -........ <br />"./ i_~ <br />i;"': "'(--'" <br /> <br />l <br /> <br /> <br />',./ <br />/ <br /> <br />Sto,875+oo to Stc. 880+00 <br />Design Oischorge .. 7,800 cfs <br />~aJt. Velolity 100yr. - 6.6 fps <br /> <br />'X.;,f ~l';l;:.. <br /> <br />SCALE <br />2cd <br />, <br /> <br />SIa. 831..00 to Ste. <br />Design Oischarge <br />Max. Velocity 100yr. <br />"<t- ~I' <br />',\," <br />x <br /> <br />876+00 <br />:::8,000 cis <br />:: 10.6 tps <br /> <br />Ste.820+00 to Sta. 831+00 <br />DeliQl'l Discharge , - 8,600 Cfs <br />Max. Velocity looyr. =- 7.5 fps <br />"" / <br />y' <br /> <br />o <br />I <br /> <br />tod <br />, <br /> <br /> <br /> <br /> <br />. <br /> <br />!l280 <br /> <br />tQf) <br /> <br />,~ <br /> <br /> <br />85Otoo <br /> <br />840. 00 <br /> <br />83)too <br /> <br />820tOO <br /> <br />ENGINEERS <br />- <br /> <br />CITY of WESTMINSTER <br /> <br />URBAN DRAINAGE <br /> <br />ADAMS and JEffERSON COUNTIES <br /> <br />BIG DRY <br /> <br />CREEK <br /> <br />AND <br /> <br />FLOOD CONTROL DISTRICT <br /> <br />PREUMINARY <br /> <br />DESIGN <br /> <br />STA. 820.00 to STA. 880. 00 <br /> <br />SHEET NO, <br />!!LOF 22 <br />