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11/4/1997
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11/4/1997
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7/23/2015 12:10:20 PM
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Meetings
Meeting Type
Regular Meeting
Document Type
Minutes
Meeting Date
11/04/1997
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Using a modified gravity model and a hand assignment, the peak hour/peak season/peak direction <br />trips generated by the proposed use 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 roadway segments which receive <br />five percent (5%) or more of the project traffic or fifty (50) or more of the project trips, whichever <br />is less. <br />Capacities for all roadway segments in Indian River County are calculated and updated annually, <br />utilizing the latest and best available peak season traffic characteristics and applying Appendix G <br />methodology as set forth in the Florida Department of Transportation Level of Service Manual. <br />Available capacity is the total capacity less existing and committed (vested) traffic volumes; this is <br />updated daily based upon vesting associated with project approvals. <br />The traffic capacity for the segment of Oslo Road adjacent to this site is 600 trips (peak hour/peak <br />season/peak direction) at Level of Service (LOS) "D," while the Total Segment Demand (existing <br />traffic volume + vested traffic volume) on this segment of Oslo Road is 270 trips (peak hour/peak <br />season/peak direction). The additional 55 peak hour/peak season/peak direction trips created by the <br />most intense use of the subject property under the proposed amendment would increase the Total <br />Segment Demand peak hour/peak season/peak direction trips for this segment of Oslo Road to <br />approximately 325. <br />Based on the above analysis, staff determined that Oslo Road and all other impacted roads can <br />accommodate the additional trips without decreasing their existing levels of service. <br />Table 2 identifies each of the impacted roadway segments associated with the proposed land use <br />designation. As indicated in table 2, sufficient capacity is available in all of the segments to <br />accommodate the projected traffic associated with the request. <br />Table 2: Traffic Concurrency Determination <br />Impacted Road Segments <br />(peak hour/peak season/peak direction) <br />Demand <br />Positive <br />SegmentExisting <br />Total <br />Available <br />Concurrency <br />Cly <br />Existing <br />Vested <br />Segment <br />Segment <br />Project <br />Deter- <br />Link <br />Road <br />From <br />To <br />LOS'D' <br />Volume <br />Volume <br />Demand <br />Capacity <br />Demand <br />mination <br />S. <br />County <br />I305N <br />U.S.I <br />Litre <br />Oslo Rd <br />2.300 <br />998 <br />105 <br />1 1.103 <br />1,197 <br />1 <br />y <br />46 St 0 <br />13105 <br />U.S.I <br />Oslo Rd <br />IR Blvd <br />2.220 <br />2.015 <br />107 <br />2,122 <br />98 <br />7 <br />Y <br />4m SL Qo <br />13155 <br />U.S. I <br />IR Blvd <br />81 St <br />2.270 <br />1.204 <br />159 <br />1363 <br />907 <br />5 <br />Y <br />13205 <br />U.S. 1 <br />8'" St <br />12'° St <br />2.270 <br />1,269 <br />160 <br />1.429 <br />841 <br />5 <br />Y <br />S. VB <br />City <br />1325S <br />U.S. 1 <br />12'" St <br />Limits <br />2,370 <br />1,312 <br />180 <br />1,492 <br />878 <br />5 <br />Y <br />1920E <br />S.R. 60 <br />82ad Ave <br />66t° Ave <br />2,270 <br />1,009 <br />849 <br />1,858 <br />412 <br />7 <br />y <br />1925E <br />S.R. 60 <br />661 Ave <br />58m Ave <br />2,840 <br />1,170 <br />1,350 <br />1 2.520 <br />320 <br />9 <br />Y <br />1925W <br />S.R. 60 <br />661" Ave <br />58° Ave <br />2,840 <br />1,288 <br />1,290 <br />2,578 <br />262 <br />3 <br />Y <br />1930E <br />S.R. 60 <br />58" Ave <br />431' Ave <br />2.840 <br />1.116 <br />1,374 <br />2,490 <br />350 <br />9 <br />y <br />1930W <br />SIL60 <br />581 Ave <br />43"' Ave <br />2.840 <br />1,209 <br />1.365 <br />2,574 <br />266 <br />13 <br />Y <br />1935W <br />S.R. 60 <br />431 Ave <br />271" Ave <br />2,840 <br />1,202 <br />894 <br />240% <br />744 <br />14 <br />Y <br />194OW <br />S.R. 60 <br />27'° Ave <br />200 Ave <br />2.510 <br />859 <br />646 <br />1,505 <br />1,005 <br />7 <br />Y <br />2020E <br />1611 St <br />5841 Ave <br />43� Ave <br />880 <br />114 <br />260 <br />374 <br />506 <br />4 <br />Y <br />202OW <br />161 St <br />58m Ave <br />431" Ave <br />880 <br />203 <br />253 <br />456 <br />424 <br />7 <br />Y <br />203OW <br />16" St <br />4r Ave <br />27'" Ave <br />880 <br />409 <br />174 <br />583 <br />297 <br />2 <br />Y <br />Old <br />S. <br />Dixie <br />County <br />2305S <br />Hwy <br />Line <br />Oslo Rd <br />880 <br />168 <br />107 <br />275 <br />605 <br />1 <br />Y <br />Old <br />Dixie <br />23105 <br />Hwy <br />Oslo Rd <br />4" St <br />880 <br />470 <br />88 <br />558 <br />322 <br />3 <br />Y <br />S. <br />County <br />2410N <br />27'" Ave <br />Line <br />Oslo Rd <br />880 <br />321 <br />67 <br />388 <br />492 <br />2 <br />Y <br />NOVEMBER 4, 1997 53 BOOK 103 FADE 849 <br />
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