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5 <br />#671 Schlee Builders Inc. <br />April 15, 1982 <br />page 10 <br />9. If the Northern-Blaine RR crossing is closed, <br />there are two options for Northern Ave: <br />a. ) building a cul-de-sac <br />b. ) building a new road north to Togo Road. <br />This has the advantage of providing a thru route <br />to Co. Rd. 19 which will further decrease traffic <br />potential on Livingston. It would require new ROW. <br />10.AdditioAal road improvement projects might be <br />considered in the entire Navarre Heights neighbor <br />hood, especially if and when Livingston might <br />need upgrading. <br />11.All new or rebuilt roads will be asphalt surface <br />with concrete curb and gutter. The City Engineer <br />recommends a 32 ft driving surface on new roads <br />including Blaine (30 ft was approved last time - <br />the developer is proposing 28 ft this time). <br />12. Street and Road Conclusions <br />a.) The proposed layout is reasonable and acceptable. <br />b.) The Northern Ave. connection and Blaine Ave. <br />widening are required off-site improvements <br />necessary to accomodate this development <br />(and perhaps Livingston upgrading also). <br />c.) There should be no direct access onto Co. <br />Rd. 15. <br />VI. SEWERS <br />This development proposes 48 new sewer units. The <br />recently completed I & I/Sewer Unit studies have <br />confirmed that the existing sewer facilities lack <br />capacity for this development or for any new develop­ <br />ment without major changes. <br />1.This property was originally assessed for interceptor <br />sewer on an area basis ($110 per acre). No sewer <br />units were ever assessed against any of this <br />property although 4 stubs were placed along Blaine <br />Ave. <br />2.As proposed the new sewer would flow south to <br />Co. Rd. 15 and then through LS 6. This would require <br />plant changes <br />a.) Upgrading LS 6 capacity <br />1 <br />M.—m... ..Mmrw.