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1l::,A.MJ."ll DI::tEIEU:1ER It. McKEE Ine. 1V!r. L. Scott Tucker February 1, 1977 Page --4- conditions and improved channl~l conditions with fut:ure basin development, (4) existinq ut:Ui ties a.no. drainage facilities, (5) adjacent bank elevations after improvements, (6) water surface profiles for the 10-year and lOO-year storm events after improvements. For the area upstream of KeLly Road Dam, informat:ion shown on the drawings includes: (1) 1:ypical channel a.nd embankment cross-sections, (2) right-of--way requLCf,EI1:,ntE:, (3) location and profile of the proposed improvement C3" and (4) exis1:inq utilities and drainage facilities. l~~12rovement Costs I\ deta iled cost estimate of the irnprovE,men Ls for the sE,lected alternative plan was prepared from th" master plan drawinqs. 1'he co sts are lis.ted in Appendix A for "ach individual seqment. The total capital cost of these improvemenLs is estimated to be ;;13,190,400. C8nstruction Program 1'he entire drainage and flood control improvement,s for Westerly Creek were divided into t:hree construction stages depending on the priority of the improvements. The estimated capital expendi- ture for Stage lA construction is $4,883,100, which includes: (1) land acquisition, (2) Pond A-I', outlet works modification, (3) drainage pipe and flood channel fron Pond ,A.-B to the Upper Lowry Detention Pond, (4) Upper- Lowry Det.ention Pond, and (5) Kelly Pond Dam impr()vement:~;. '['he estimated capital expendi t:llre for St:a.qe IB construction is $5,670,500, which includes: (1) ~iestE~rJ.y Creek Channel Improve- m'~nts below Kelly Road Dam, and (2) flood proofing Stanley Avia- tion C8rporation. '['he estimated capital expendit:tlre for Staqe 2 construct.ion is $:371,900, which includes: (1) Pond A..B improvement:s, (2) street c:cossings along East Alameda Avenue, al1C' (:J) flood channel alonq East Alameda Avenue. '['he estimated capital expendi t.ure for :3taqe 3 const:ruction is $1,814,900, which includes: (1) Dayt:ol1 D'e1:ention Pond, (2) Ken- tucky Drive drainage system, (3) Dayton Street drainaqe system, (4) dr'iinage system for t.hE' northwest: paxt: of Drainage Area No.3, and (5) draina,ge sys.tem along' sout.h side 0" East Alameda Avenue.