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need to be removed. A frontage road along the south side of the <br /> highway is recommended, with highway access limited to Upland <br /> ' Avenue, Proctor Avenue, Jackson Avenue and Main Street. Traffic <br /> signals should be coordinated to provide the best possible arterial <br /> level of service without doing too much harm to cross street <br /> movements. T.H. 10 is likely to need a third thru lane in each <br /> direction between Upland Avenue and the T.H. 169 interchange. The <br /> ' T.H. 10/T.H. 169 interchange will most likely need to be <br /> reconstructed as a free-flow interchange with diverging and merging <br /> ramps for every movement. T.H. 10 will be one of the greatest <br /> beneficiaries from some of the roadway additions proposed later in <br /> this section. <br /> Proctor Avenue <br /> Proctor Avenue between T.H. 10 and School Street will ultimately <br /> ' carry the highest traffic volumes of any minor arterial on the system. <br /> School Street, Proctor Avenue itself and County Road 1 all dump <br /> ' traffic into this stretch of road. The latter two will carry a <br /> considerable amount of traffic generated by the fully developed <br /> residential areas to the north. Proctor Avenue will need <br /> ' channelization improvements, with left and right turn lanes at its <br /> intersections with T.H. 10 and School Street. The traffic signal at <br /> T.H. 10 will need to be revised to provide eight-phase operation. A <br /> new traffic signal is proposed at the School Street intersection. It will <br /> be coordinated with the T.H. 10 signal. Access points along Proctor <br /> Avenue between T.H. 10 and County Road 1 should be consolidated <br /> or eliminated wherever possible. Proctor Avenue stands to benefit <br /> more than any other street by some of the roadway additions <br /> proposed later in this section. <br /> School Street <br /> ' School Street will need turn lanes on its approach to the Proctor <br /> Avenue intersection. Recently, it was improved to provide two thru <br /> lanes in each direction from T.H. 169 to just west of Jackson Avenue. <br /> In the future,it will most likely need two thru lanes in each direction <br /> between Proctor Avenue and Jackson Avenue. The recent <br /> improvements also signalized the intersection of Jackson Avenue and <br /> School Street, eliminating a four-way stop condition. This street will <br /> also benefit considerably from proposed roadway additions. <br /> ' T.H. 169 <br /> ' T.H. 169 will not be quite as congested as T.H. 10, but it will still <br /> carry heavy traffic volumes. Additional access points directly to the <br /> highway should not be permitted. Some existing access points may <br /> ' need to be closed. This should be examined on a case-by-case basis, <br /> and will depend on where the displaced traffic will access the <br /> ' CTP-230.156 -25- 230-156-80 <br />