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I 1 <br />1 <br />1 <br />1 <br />~I' PROPOSED CULVERT A <br />2?"C.SP. wi}h Conc. Hdwl. <br />CTo BE CoNSTe, g~( CEDAR HTS.) <br />I' CEDAR HEIGHTS DRIVI <br />Qs=3.Ic.fs.~ <br />old cri}Yrio~ <br />'' BASIN L1.4• <br />i , <br />''SNYDER QUARRY ACCESS ROA <br />' TDTAC Fcow = <br />PROPOSED H~-6 CULVERT DlvcastoN DITcH I 85.9 c,f.s. <br />Q5" 7.5 old c.i4er:a)C.f.S. Q25=28.9 C.f.5• <br />~To 8E CpNSi¢• BY <br />' Q25= (o.4-C. ~,S. GRSTLE CoNG.~ <br />BA 51 HQ.-Co <br />24"C.S.P. w~ h Conc. Hdwl. <br />I~' (7o BE GONSTR.~$Y c'AST~E CONC. Ne-7 <br />1 <br />1 <br />1 <br />1 <br />EXIST. 24" CULVERT <br />No CHANGE <br />Y <br /> <br />Q~ =30.6 c.f.s. <br />EXI;iT. 54"/30' CULVERT <br />CAPACITY= IQZ C.~ 5. <br />/~ <br />Qss <br />FINAL DIESIGN ANALYSIS FOR <br />HR-6 SPIYDER QUARRY CAP <br />SCHEMATIC DIAGRAM <br />OPTION 1 <br />~bering, 1111urth &I]ssociates <br />Consulting Civil Engineers <br />Registered land Surveyors <br />1015 Elkton Drivs <br />Colorado Springs, Colorado ti0907 <br />Phonc(309)5~1.6200 <br />