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L] <br />NOV 19 <br />BOOK P,9;E <br />volume was less than the segment's available capacity. <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 />I methodology as set forth in the 'Florida Department of <br />Transportation (FDOT) Level of Service (LOS) Manual. Available <br />capacity is the total capacity less existing and committed traffic <br />volumes; this is updated daily based upon vesting associated with <br />Project approvals. <br />The traffic capacity for the'segment of U.S. #1 adjacent to this <br />site is 2,300 trips (peak hdur/peak season/peak direction) at a <br />Level of Service "D", while thle existing peak hour/peak season/peak <br />direction traffic volume on this segment of U.S. #1 is 900 trips <br />(peak hour/peak season/peak direction). The additional 100 peak <br />hour/peak direction/peak season trips created by the proposed <br />comprehensive plan amendment will increase the total peak hour/peak <br />season/peak direction trips for this segment of U.S. #1 to <br />approximately 1000.peak hour/peak season/peak direction trips. <br />In the vicinity of the project, Roseland Road has a capacity of <br />approximately 630 peak hour/peak season/peak direction trips at a <br />level of service "C". This segment of Roseland Road has an <br />existing traffic volume of 345! peak hour/peak season/peak direction <br />trips. The proposed developjment will result in an increase of <br />approximately 71 new peak hour/peak season/peak direction trips on <br />Roseland Road. <br />Based on staff analysis, it was determined that U.S. #1, Roseland <br />Road and all other impacted roads can accommodate the additional <br />trips without decreasing their existing levels of service. <br />Impacted roads are defined in the county's Land Development <br />Regulations as roadway segments which receive five percent (5%) or <br />more daily project traffic or fifty (50) or more daily project <br />trips, whichever is less. <br />The table below identifies each of the impacted roadway segments <br />associated with this proposed amendment. As indicated in that <br />table, there is sufficient Capacity in all of the segments to <br />accommodate 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 Capacity <br />Segment Road From To LOS "D" <br />1080 <br />1090 <br />1210 <br />1220 <br />1385 <br />1390 <br />1395 <br />1400 <br />1405 <br />1410 <br />1510 <br />1520 <br />1610 <br />1620 <br />1720 <br />1730 <br />1740 <br />1750 <br />1810 <br />1820 <br />1830 <br />1840 <br />2365 <br />S.R. AlA N. IRS Line <br />S.R. AlA C.R. 510 <br />I-95 N. Co. Line <br />I-95 C.R. 512 <br />U.S. #1 69th St. <br />U.S. #1 Old Dixie Hwy. <br />U.S. #1 Schumann Dr. <br />U.S. #1 C.R. 512 <br />U.S. #1 N. Seb. City Lmts <br />U.S. #1 Roseland Rd. <br />Schumann Dr.C.R. 510 <br />Schumann Dr.S. Seb. City Lmts <br />Roseland Rd.C.R. 512 <br />Roseland Rd.N. Seb. City Lmts <br />C.R. 512 I-95 <br />C.R. 512 -C.R. 510 <br />C.R. 512 W. Seb. City Lmte <br />C.R. 512 Roseland Rd. <br />C.R. 510 C.R. 512 <br />C.R. 510 66th Ave. <br />CA., 510 58th Ave. <br />C.R. 510 U.S. #1 <br />O. Dixie Hwy.69th St. <br />20 <br />C.R. 510 <br />N. Co. Line <br />C.R. 512 <br />S.R. 60 <br />Old Dixie Hwy <br />Schumann Dr. <br />C.R. 512 <br />N. Seb City Lmts <br />Roseland Rd. <br />N. Co. Line <br />S. Seb. City Lmts <br />U.S. #1 <br />N. Seb. City Lmts <br />U.S. #1 <br />C.R. 510 <br />W. Seb. City Lmte <br />Roseland Rd. <br />U.S. #1 <br />66th Ave. <br />58th Ave. <br />U.S. #1 <br />S.A. AlA <br />C.R. 510 <br />1310 <br />1340 <br />3530 <br />3530 <br />2650 <br />2370 <br />2370 <br />2300 <br />2300 <br />2320 <br />830 <br />630 <br />630 <br />630 <br />630 <br />630 <br />630 <br />630 <br />630 <br />630 <br />630 <br />630 <br />630 <br />