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requested zoning would generate 110 new p.m. peak hour/peak <br />season/peak direction trips. This is 109 more than the one trip <br />generated by the most intense use of the subject property under the <br />present zoning. <br />Using a modified gravity model and a hand assignment, the peak <br />hour/peak season/peak direction trips generated by the proposed use <br />were then assigned to impacted roads on the network. Impacted <br />roads are defined in section 910.09(4)(b)3 of the county's LDRs as <br />roadway segments which receive five percent or more of the project <br />traffic or fifty or more of the project trips, whichever is less. <br />Capacities for all roadway segments in Indian River County are <br />calculated and updated annually, utilizing the latest and best <br />available peak season traffic characteristics and applying Appendix <br />G methodology as set forth in the Florida Department of <br />Transportation Level of Service Manual. Available capacity is the <br />total capacity less existing and committed traffic volumes; this is <br />updated daily based upon vesting associated with project approvals. <br />The traffic capacity for the segment of S.R. 60 adjacent to this <br />site is 540 trips (peak hour/peak season/peak direction) at a Level <br />of Service "D", while the existing traffic volume on this segment <br />of S.R. 60 is 367 trips (peak hour/peak season/peak direction). <br />The additional 110 peak hour/peak season/peak direction trips <br />created by the most intense development of the proposed zoning <br />district would increase the total peak hour/peak season/peak <br />direction trips for this segment of S.R. 60 to approximately 477. <br />Based on staff analysis, S.R. 60 and all other impacted roads can <br />accommodate the additional trips without decreasing their existing <br />levels of service. <br />The table below identifies each of the impacted roadway segments <br />associated with this rezoning request. As indicated in this table, <br />there is sufficient capacity in all of the segments to accommodate <br />the projected traffic associated with the request. <br />TRAFFIC CONCURRENCY DETERMINATION <br />Impacted Road Segments <br />(peak hour/peak season/peak direction) <br />Segment <br />Roadway <br />Segment <br />Road <br />From <br />To <br />Capacity <br />LOS "D" <br />1.220 <br />I-95 <br />C.R. 512 <br />S.R. 60 <br />3530 <br />1910 <br />S.R. 60 <br />C.R. 512 <br />I-95 <br />540 <br />1915 <br />S.R. 60 <br />I-95 <br />82nd Avenue <br />1680 <br />1920 <br />S.R. 60 <br />82nd Avenue <br />66th Avenue <br />1760 <br />1925 <br />S.R. 60 <br />66th Avenue <br />58th Avenue <br />1760 <br />1930 <br />S.R. 60 <br />58th Avenue <br />43rd Avenue <br />2650 <br />1935 <br />S.R. 60 <br />43rd Avenue <br />27th Avenue <br />2650 <br />2020 <br />16th Street <br />58th Avenue <br />43rd Avenue <br />830 <br />2210 <br />12th Street <br />82nd Avenue <br />58th Avenue <br />890 <br />2220 <br />12th Street <br />58th Avenue <br />43rd Avenue <br />830 <br />2470 <br />27th Avenue <br />16th Street <br />S.R. 60 <br />830 <br />2480 <br />27th Avenue <br />S.R. 60 <br />Atlantic Blvd. <br />830 <br />2530 <br />Oslo Rd. <br />82nd Avenue <br />58th Avenue <br />630 <br />2930 <br />43rd Avenue <br />16th Street <br />S.R. 60 <br />830 <br />2935 <br />43rd Avenue <br />S.R. 60 <br />26th Street <br />830 <br />3015 <br />58th Avenue <br />8th Street <br />12th Street <br />630 <br />3020 <br />58th Avenue <br />12th Street <br />16th Street <br />630 <br />3025 <br />58th Avenue <br />16th Street <br />S.R. 60 <br />830 <br />3030 <br />58th Avenue <br />S.R. 60 <br />41st Street <br />830 <br />3035 <br />58th Avenue <br />41st Street <br />45th Street <br />630 <br />3040 <br />58th Avenue <br />45th Street <br />49th Street <br />630 <br />3120 <br />66th Avenue <br />S.R. 60 <br />26th Street <br />630 <br />19 <br />MAR 2 2 1994 <br />BOOK 0 PpGF 1:02 <br />