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1 <br />, <br />, <br />/ <br />/ <br />......,..,.,... <br />, <br />// <br />II <br />1 <br />":„..S..." <br />-saw <br />230 <br />• <br />1 <br />OPEN <br />NE3 <br />71 <br />/ <br />/ <br />/ <br />x HP <br />5350.45 <br />/ <br />/ <br />/ <br />/ <br />1 / <br />TRIA" ENCLOSU <br />(SEe TAIL. SHEET) <br />/ 1 <br />*1' CONC PAO( I <br />; <br />.7 <br />ts. <br />CO BINAT <br />SIN E TYPE 13 <br />SJQjJ <br />U P INLET <br />CO BINA• <br />„/ <br />/ <br />MAIN UIAREl-I:_s_E <br />FINIS F /OR <br />5 i,. 0 <br />/ a <br />/ <br />5647.d ' <br />3 <br />1 <br />1 <br />'1 <br />7. <br />RUCK WELL <br />48" DEEP <br />CONCRETE <br />TRENCH DRAIN <br />5' WA <br />1(SCREEN <br />sEE LL <br />wmc41. 0,ETAIL <br />NNW UMW fait <br />T.O. <br />1 <br />RA V <br />1: kALL. <br />A i <br />SINGLE TYPE 13 <br />COMB. SUMP INLET/ <br />• <br />/ <br />fr„ <br />PROPOSED ACCESS AND <br />DRAINAGE EASEMENT <br />k <br />c4LE TYPE 13 <br />INLETS <br />1.10 010, <br />OUTLEI-N, <br />STRUCTUR <br />>, <br />--4-8.!9T.:--5-33890 <br />10 YEAR °if, ICE <br />. TOP OF STRUCTURE <br />SEE DETAIL SHEET <br />111111111 <br />440. <br />Mi <br />r<CP22 - <br />zw <br />Al11 <br />1048•1•114iir2./. <br />29% <br />1 // <br />„ <br />--.' <br />- <br />------- <br />• <br />40 ormarromm. .amo svanammom low ea <br />.. • <br />........ <br />8\RCP <br />.. <br />,EED LOT <br />,P.IS <br />E7-13ei sr <br />17: <br />4.0. ahoomaamwro amor <br />36 <br />."7 <br />,zayyw 41111i, <br />AREA <br />DESIGN <br />8 <br />171 <br />DP <br />HISTORIC <br />0S-1 <br />0S-2 <br />0S-3 <br />OS 40.11 <br />30' <br />Inehen <br />15 0 <br />LEGEND <br />33 <br />AREA DESIGNATION <br />AREAACRES <br />05 VALUE <br />DESIGN POINT <br />DRAINAGE AREA BOUNDARY <br />352 PROPOSED CONTOUR <br />FLOW DIRECTION <br />STORM SEWER PIPE <br />INLET <br />DRAINAGE TABLE OF INDIVIDUAL BASINS <br />Cm cloo 10 100 Q10 Q100 <br />5.0 0.7 0.8 15.85/9.4 14.50j827 <br />11.0 0.7 0.8 4.401 7.0 j 1.94 3.53 <br />0.09 5.0 0.8 0.85 5.85 1 9,4 10.42 I 0.72 <br />- I - I - <br />0.14 5.0 0.8 i 0.85 1 5.85 9.4 10.66 /1.12 <br />0.78 5.0 0.8 j 0.85 j 5.85 b4 10.8411.44 <br />0.27 11.0 0.8 J 0T851 4.40 7.0 /0.95 /1,61 <br />0.055 5.0 0.8 1 0.85 1 5.85 9.4710.26 0.44 <br />0.04 5.0 0.8 0.85 5.85 9.4 0.19 10.32 <br />0.34 18,0 0.3 0.6 /3,45 5.5 10.35 11.12 <br />2.89 28.0 0.3 0.6 1 2.7 4.4 /2.34 7.63 <br />0.34 5.0 0.3 0.6 i 5.85 i 9.4 f 0.60 /1.92 <br />0.16 5.0 j 0.3 i 0.6 1 5.85i 9.4 10.28! 0.90 <br />I1- 1 <br />5.0 I 0.3 1 0.6 5.85 9.4 10.19 10.62 <br />AREA tc <br />ACRES Minutes <br />1.7 <br />0.63 <br />"I hereby certify that this plan for the Final <br />drainage design of Airborne Express © C.T.C. was prepared <br />by me (or under my direct supervision) in accordance <br />with the provisions of City of Louisville Storm Drainage <br />Design anc <br />ical Criteria for the owners thereof. <br />00,...taan <br />eNvec, 9. <br />P <br />0 * »1 <br />CI <br />t,t) r5P <br />\O % <br />\IVAst• % <br />,f- 400•c. <br />' S'e <br />‹v ' C:),•'e AL <br />, <br />egist ere <br />Colorado <br />(Affix Seo <br />o. <br />Pro essional Engineer State of <br />1 <br />1 <br />1 <br />0 <br />1.4.1 CF./ <br />a) a) <br />< 'N <br />o (N1 <br />777.77,77 <br />DMD <br />DMD <br />MAT <br />DATE. 7/15/99 <br />SHEET 3 OF 8 <br />JOB NO. <br />150501 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />838lAlf1N SNIMI/8C1 <br />cE <br />1 <br />