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1 <br /> <br />1 <br />1 <br />1 <br /> <br />1 <br /> <br />PROPOSED CULVERT A EXIST. 24" CULVERT <br />NoFA~lurrCawsre. CAPi4CjT`~`ZSc.f.g. <br />No FACILITY Vi~,R~D6 <br />Y Y <br />CEDAR HEIGHTS D IVE I ~ _ <br />F/~W /N SnE'EET <br />25. D c. F. s. <br />~YDER QUARRY <br />EXIST.. 54•/30' CULVERT <br />t ~ { TOTAL Ftow= <br />PROPOSED HF~-6 CULVERT D/VERS/o~/ OITfN I `f 4. /vc,f5. <br />Q5=27.I.S,IC•f.s• D =37.6c•f s. <br />' QzS=$6'4C.f5• CTOBCfAN57E, BY <br />FLAW THRu EW FAGILITy CASrtE ~o1vG.~ <br />I8.8 C. f. S• /J07E: C.N. To ypLp <br />' CASrcE FIAkMl.E55 FpR <br />21"C.S. P. w~Ii+ Gone. Ndwl. ?NCeeHa6o fcow. ~IQ•7 L~ <br />(To gE'CowST2. BY cA5'R.t*. CoNC.~ Q25° S7O =•r.5. <br />' FINAL DESIGN ANALYSIS FOR <br />HR-6 SNYIJER OUARRV CAP <br />' SCHEMArIC~.DIAGRAM <br /> OPTION 3 <br />' <br /> Obeying <br />Vlllirth &~sociates <br />' , <br />Consultin<i Civil Engineers <br /> Registered Land Surveyors <br /> 1015 E:Iklon Drive <br />' Colorado Springs, Colorado ti0907 <br /> Phone (303)531b200 <br />