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F' <br />MAR - 11994 <br />Boos 91 FATE 885, -7 <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 11760 trips (peak hour/peak season/peak direction) at a <br />Level of Service (LOS) "D", while the existing peak hour/peak <br />season/peak direction traffic volume on this segment of S.R. 60 is <br />1,012 trips. The additional 1,509 peak hour/peak season/peak <br />direction trips created by the proposed Comprehensive Plan <br />amendment will increase the total peak hour/peak season/peak <br />direction trips for this segment of S.R. 60 to approximately 2,521, <br />or 761 more than capacity at LOS "D". <br />The table below identifies each of the impacted roadway segments <br />associated with this proposed amendment. Impacted roads are <br />defined in the county's Land Development Regulations as roadway <br />segments which receive five percent (5%) or more daily project <br />traffic or fifty ( 5 0 ) or more daily project trips, whichever is <br />less. As indicated in the table, segments 1925, 2050, 3025, and <br />3030 do not currently have sufficient capacity at LOS "D" to <br />accommodate the projected traffic associated with the request. <br />Typically, when a proposed amendment or rezoning is anticipated to <br />generate traffic in excess of capacity, a Developer's Agreement is <br />required to ensure sufficient additional capacity is provided. For <br />land use amendments and rezonings associated with a DRI, however, <br />the Development Order performs the same functions as a Developer's <br />Agreement. <br />Therefore, the transportation concurrency requirements can be met <br />by requiring that the associated DRI Development Order, to be <br />adopted prior to but at the same Board of County Commissioners <br />meeting as the proposed amendment, state that necessary <br />improvements will be made to ensure that sufficient capacity is <br />available to serve the anticipated traffic generation of this <br />project. <br />TRAFFIC CONCURRENCY DETERMINATION <br />Impacted Road Segments <br />(peak hour/peak season/peak direction) <br />Roadway <br />Segment <br />Road <br />From <br />To <br />Segment <br />Capacity <br />LOS "D" <br />1130 <br />I.R. <br />Blvd <br />S. VB City Lmt. <br />17th Street <br />1760 <br />1140 <br />I.R. <br />Blvd <br />17th Street <br />21st street <br />1760 <br />1150 <br />I.R. <br />Blvd <br />21st Street <br />S.R. 60 <br />1760 <br />1330 <br />O.S. <br />#1 <br />S. VB City Lmt. <br />17th Street <br />2270 <br />1335 <br />O.S. <br />#1 <br />17th street <br />S.R. 60 <br />2270 <br />1340 <br />O.S. <br />#1 <br />S.R. 60 <br />Royal Palm P1. <br />2300 <br />1830 <br />C.R. <br />510 <br />58th Ave. <br />O.S. #1 <br />630 <br />1910 <br />S.R. <br />60 <br />C.R. 512 <br />I-95 <br />540 <br />1915 <br />S.R. <br />60 <br />I-95 <br />82nd Ave. <br />1680 <br />1920 <br />S.R. <br />60 <br />82nd Ave. <br />66th Ave. <br />1760 <br />1925 <br />S.R. <br />60 <br />66th Ave. <br />58th Ave. <br />1760 <br />1930 <br />S.R. <br />60 <br />58th Ave. <br />43rd Ave. <br />2650 <br />1935 <br />S.R. <br />60 <br />43rd Ave. <br />27th Ave. <br />2650 <br />1940 <br />S.R. <br />60 <br />27th Ave. <br />20th Ave. <br />2600 <br />1945 <br />S.R. <br />60 <br />20th Ave. <br />Old Dixie Hwy. <br />1638 <br />1950 <br />S.R. <br />60 <br />Old Dixie Hwy. <br />10th Ave. <br />1638 <br />1955 <br />S.R. <br />60 <br />10th Ave. <br />O.S. #1 <br />1638 <br />1960 <br />S.R. <br />60 <br />O.S. #1 <br />I.R. Blvd. <br />1638 <br />1965 <br />S.R. <br />60 <br />I.R. Blvd. <br />ICWW. <br />1760 <br />38 <br />