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I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />I <br />I <br />I <br /> <br />I <br />I <br />I <br />I <br /> <br />I <br /> <br />The total ~s,filna.~ cost of this alternative is $490,000 with an estimated construction cost of <br />$325,000. i Tlrte ri~jor cost components would include grading, curb and gutter and pavement. <br />This alternafix'e WOuld have reduced drainage and wetland mitigation costs over Alternative 1, as <br />well as a redui',ed '~distance of roadway to be constructed. <br /> <br />Alternative 3: Maintain Status Quo. <br /> <br />An alternatiy~ with any construction project is of course, to do nothing or maintain the status quo. <br />The prime aglCan~ge of this alternative is that the initial cost is zero. However, the public will pay <br />the costs ass~ciat~.Td With additional mileage travelled and additional travel time in perpetuity. <br />Future deVeldpm .eat may reduce the feasibility or increase the cost of providing this corridor at a <br />later date. ' <br /> <br />Existing crOs~ tr~fic between Armstrong Boulevard and Variolite Street will continue to increase <br />on residentia~strg~ts such as 156th and 157th Avenues. The rate of increase is highly dependent <br />upon develo~meot. However, even a single successful commercial operation, such as the <br />soon-to-op0n_[Nor~fork Golf Course, could significantly impact traffic levels on these streets. In <br />general, hOW6ver, [traffic levels might be expected to triple over the next twenty years. <br /> <br />AIternativei:4: , Improve 156th Avenue between Variolite Street and Armstrong <br /> ~ Boulevard. <br /> <br />This altern$ti~e ~ould make use of the existing streets in the area and upgrade them to handle the <br />increased ?~. ~ffiC.~olumes and track loads. If 156th Avenue were improved to MSA standards, it <br />would still.r~qui~e traffic to expend additional travel distance and time involved. Similar to <br />Alternate 2,~t ~uld not only encourage, but it would actually place arterial volume traffic and <br />truck traffi~ ~n ~ ~treet platted and designed for residential use. Additional right-of-way would be <br />required an~ th~ placement of the roadway would reduce setbacks for several homes to <br />approximately, h~f of the recommended forty feet. <br /> <br />Traffic lev,li, impj~cts can be expected to be similar to those described for Alternate 3 with the <br />exception that the!raffle increases anticipated on 157th Avenue would be directed to 156th Avenue. <br /> <br />Total projeCt,cost!for this alternate would be $450,000 with $300,000 in construction costs. Major <br /> :osts.' would include curb and gutter, pavement, drainage and restoration. <br /> <br />construCtioi~ <br />Alternative <br /> <br /> 5:; Construct an Extension of County Road #116 from Ramsey <br /> · Boulevard to Armstrong Boulevard. <br /> <br />This alterna~ ire Was proposed by a resident at the December 10, 1991 meeting. The proposed <br />alignment ~i,~ illustrated on the attachment entitled Alternate 5. This alignment would extend <br />existing CountYRoad #116 from its existing terminus at Ramsey Boulevard westward for a length <br />of 1.2 mile~'.erm!. ~nating at the intersection with Armstrong Boulevard and the south line of Section <br />21. This W~iuld Ieffectively extend County Road #116 as a crosstown arterial from Armstrong <br />Boulevardl {ast~ard to the eastern City Limits. This alignment could not be considered a <br />crosstowri m teri~l further west than Armstrong Boulevard as traffic wishing to traverse the entire <br />length 0f:th~i Cit~, would need to make two turns and travel a one-half mile distance north/south <br />along ArmSlronl~ Boulevard. There would be safety hazards similar to those identified in the <br />discussion,ot~ A!t.~rnative 2 with the speed differential caused by accelerating and decelerating over <br />a short distance. ! <br /> <br /> <br />