Laserfiche WebLink
r <br />BOOK 89'321 <br />To determine the number of peak hour/peak season/peak direction <br />trips that would be generated by the most intense use of the <br />subject property under the proposed zoning district, the total <br />number of units allowed under the proposed zoning (24) was <br />multiplied by ITE's factor of 0.55 p.m. peak hour trips/unit; that <br />volume was then multiplied by the inbound trip factor of 0.66. The <br />result was 9, or 8 more than the 1 that would be generated by the <br />most intense use of the subject property under the existing zoning. <br />Using a modified gravity model and a hand assignment, the trips <br />generated by the proposed use were then assigned to roadways on the <br />network. _ <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 C.R. 510 between S.R. AlA <br />and U.S. 1 is 630 trips (peak hour/peak season/peak direction) at <br />a Level of Service "D", while the existing traffic volume on this <br />segment of C.R. 510 is 346 trips (peak hour/peak season/peak <br />direction). The additional 9 peak hour/peak season/peak direction <br />trips created by the most intense use of the subject property under <br />the proposed zoning classification will increase the total peak <br />hour/peak season/peak direction trips for this segment of C.R. 510 <br />to approximately 355. <br />Based .on staff analysis, it was determined that C.R. 510 and all <br />other impacted roads can accommodate the additional trips without <br />decreasing their existing levels of service. 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 (50) or more daily project trips, whichever is <br />less. <br />The table below identifies each of the impacted roadway segments <br />associated with this proposed zoning classification. As indicated <br />in this table, there is sufficient capacity in all of the segments <br />to accommodate the projected traffic associated with the request. <br />TRAFFIC CONCURRENCY DETERMINATION <br />Impacted Road Segments <br />(peak hour/peak season/peak direction) <br />Roadway <br />Segment <br />Road <br />39 <br />FrOm <br />TO <br />segment <br />Capacity <br />LOS "D" <br />1380 <br />1385 <br />747 <br />779 <br />30 <br />36 <br />777 <br />1873 <br />7 Y <br />1375 <br />1380 <br />1385 <br />1840 <br />u6s. <br />U.S. <br />U.S. <br />C.R. <br />1 <br />1 <br />1 <br />510 <br />49th Street <br />65th Street <br />69th Street <br />U.S. 1 <br />65th Street <br />69th Street <br />Old Dixie Hwy. <br />S.R. AlA <br />2,650 <br />2,650 <br />2,650 <br />630 <br />Existina Demand Total Available Positive <br />Existing –V-e—etZ3 Segment segment Project Concurrency <br />1375 <br />747 <br />39 <br />786 <br />1864 <br />6 Y <br />1380 <br />1385 <br />747 <br />779 <br />30 <br />36 <br />777 <br />1873 <br />7 Y <br />1840 <br />346 <br />28 <br />815 <br />374 <br />1835 <br />256 <br />8 Y <br />10 <br />_ Y <br />28 <br />_I <br />