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<br /> - <br /> matrix contains ratins of the four alternatives based on these <br /> e crit~ria with "10" being the best and "1" being the worst. <br /> Alternative One <br /> As indicated on the attached table, Alternative One rates highest on the <br /> likelihood of timely implementation, but has the greatest impact in terms of <br /> right-of-way costs and displacement of businesses. Its ratings on the other <br /> criteria are all high: it has a good level of service and a safe design. Its <br /> construction cost is comparatively moderate, it has some degree of impact on <br /> businesses other than actual displacement, and it would have only a moderate <br /> effect on local circulation, by creating several new signalized intersections <br /> for north-south traffic to cross. <br /> Alternative One. Elevated at East End <br /> This alternative would use the alignment of Alternative One but would place it <br /> on an elevated roadway to provide grade-separated crossings over Conger, <br /> Wilson and McKinley Streets, and over the rail sidings in this area; a grade <br /> separation for west bound traffic over 7th Avenue (Highway 99 southbound) <br /> would also be provided. This feature of grade separation would result in the <br /> new highway having no traffic signals or intersections between Highway 99 and <br /> Seneca, and only one at-grade rail crossing (between Seneca and Conger). This <br /> would represent an improvement in both traffic safety and level of service. <br /> The right-of-way cost of this alternative would be somewhat less than that of <br /> e Alternative One since a slightly narrower total width would be required and <br /> "flairs" would not be required at intersections. Construction cost would be. <br /> highest of all four alternatives, since about one-half mile of structure would <br /> have to be built. <br /> Displacement of businesss would be about the same as for Alternative One, <br /> although elevating the roadway could make a difference in one or two instances; <br /> the same can be said for other short-term business impacts. There would be <br /> virtually no impact on local circulation, since the existing street system in <br /> the area would remain unchanged. <br /> We judge this option would have a low potential for delay and a high accepta- <br /> bility to the State and federal agencies. On the other hand, funding might be <br /> a problem due to the substantial added cost of the one-half mile of structure. <br /> The 5th-7th Couplet <br /> This concept was initially proposed by City staff in 1982 to facilitate local <br /> traffic flow between Highway 99 and Bailey Hill Road. (A summary of the public <br /> hearings and staff report was included in the testimony at your November 25 <br /> publiC hearing). At that time, the outcome was a compromise, leaving 5th and <br /> 7th in 2-way operation between Highway 99 and Seneca. This was based on <br /> testimony from a number of businesses in the area, who raised the following <br /> objections: <br /> - 5th and 7th are too far apart and do not have enough cross streets <br /> e connecting them to function efficiently as a one-way couplet. <br /> 3 <br />