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Page 10 <br />February 19, 1990 <br />This review shows substantial traffic generated as a result of <br />this project. Where projected volumes are shown to exceed a <br />roadway's capacity at the adopted level of service, necessary <br />improvements are identified. The improvements that are required <br />as a result of this project are shown on the following tables. <br />Several of these improvements have already been identified in the <br />comprehensive plan; however, the timing of these projects changes <br />considerably. These changes will prevent the degredation of <br />service levels below acceptable minimum standards. <br />Amendments to the traffic circulation element identified in the <br />tables presented above are reflected in the attached Tables 4.7.2 <br />and 4.7.3 of the Traffic Circulation Element. These tables <br />represent the projected roadway network classification, volume, <br />and level of service for 1995 and 2010. <br />ROADWAY IMPROVEMENTS <br />Roadway/Segment <br />Improvement <br />C.P. Timing <br />Project <br />EB through/right <br />WB through/right <br />Required <br />WB dual left --- <br />1991 <br />EB right <br />S.R. 60/66th Ave <br />S.R. <br />60 58th to 66th Ave. <br />2 <br />Ln <br />by 2010 <br />1991 <br />58th <br />S.R. 60 to 16th St. <br />2 <br />Ln <br />2010 <br />1991 <br />58th <br />16th to 12th St. <br />2 <br />Ln <br />2010 <br />1993 <br />58th <br />SR 60 to 33rd <br />2 <br />Ln <br />2010 <br />1995 <br />43rd <br />12 to 26th <br />2 <br />Ln <br />20101 <br />1995 <br />26th <br />58th to 66th Ave. <br />2 <br />Ln <br />1995 <br />1991 <br />1 The traffic circulation element identifies the- need to <br />acquire an additional 50' of right-of-way by 1995; no other <br />improvements are identified. <br />INTERSECTION IMPROVEMENTS <br />Intersection Improvement C.P. Timing Project <br />Required <br />SR 60/58th Ave <br />NB dual left --- <br />1991 <br />EB through/right <br />WB through/right <br />U.S. 1/17th St. <br />WB dual left --- <br />1991 <br />EB right <br />S.R. 60/66th Ave <br />Signalization --- <br />1991 <br />SR 60/58th Ave <br />EB right --- <br />1993 <br />SR 60/20th Ave <br />SB right --- <br />1993 <br />SR 60/43rd Ave <br />NB dual left --- <br />1995 <br />58th/16th St. <br />Signalization --- <br />1995 <br />As indicated above, the project will require the widening of six <br />roadway links as well as seven intersection improvements. These <br />improvements are based on project information provided by the <br />applicant and revised in January 1990. Any subsequent changes to <br />the project may require additional traffic circulation element <br />amendments. <br />These improvements have been included on revised Tables 4.7.2 and <br />4.7.3. The tables also show the revised capacities and service <br />levels of the referenced links with the improvements. Because <br />these,tables were part of the adopted portion of the comprehensive <br />plan (by reference), the changes in these tables must be included <br />in the adopted amendments to the Traffic Circulation Element. <br />49 BOOK �� F'A%c= <br />FEB 27 1990 <br />