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Last modified
2/18/2025 3:17:18 PM
Creation date
10/5/2015 9:15:10 AM
Metadata
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Ordinances
Ordinance Number
2012-019
Adopted Date
07/10/2012
Agenda Item Number
4.A.
Ordinance Type
Impact Fees
State Filed Date
07\18\2012
Entity Name
Transportation Monitoring
Code Number
Chapters 952 and 910
Subject
Traffic Impact Fees
Codified or Exempt
Codified
Supplemental fields
SmeadsoftID
11339
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ORDINANCE 2012-019 <br />(48L7) FSUTMS modeling. <br />(a) The following FSUTMS data files wig—shall be available for use by DRI size <br />projects: <br />One data set will -shall include the current approved base validation SE data <br />combined with SE data from all certificate of occupancies issued since the <br />last FSUTMS base update; <br />2. The second FSUTMS data set will -shall combine the SE data from all vested <br />development with Number 1 above. <br />(b) Upon request of the director of public works, the applicant or its engineer will -shall <br />provide all input and output files from the execution of any FSUTMS runs used in a <br />traffic impact study in ' c -and electronic or map plot formats. <br />(1118) Intersection analysis. <br />(a) An intersection analysis must shall be performed on each major intersection, both <br />signalized and non -signalized, where +'' +' +faffie-eonsumes equal to err <br />a t w6 (2) perFent--ef the FD --T- v lize «l ,.,.,:., . 't level of <br />links <br />are operating at 80% or areat of Level -of -Service "D" and where links are <br />assigned eight (8) or more proiect peak season/peak hour/peak direction trips <br />for a two-lane roadway or fifteen (15) or more proiect peak season/peak <br />hour/peak direction trips for a four -lane (or wider). Intersection analysis of a <br />non -signalized location will include a warrant study performed according to the <br />procedures and specifications identified in the "Manual on Uniform Traffic Control <br />Devices." <br />(b) The procedure for performing an intersection analysis wig -shall be based upon the <br />methodology found in the 21985 Highway tea"' ; Manual." latest County <br />approved highway capacity analysis. Any questions, issues or methodology other <br />than that referenced in the above publication will be submitted at the pre -application <br />conference and will be subject to the review and approval of the director of public <br />works. This review will -shall be based on currently accepted traffic engineering <br />principles. <br />1. Turning movements for vested and project traffic will shall be male <br />determined based upon the distribution of existing traffic; and/or <br />Bold Underline: Additions to Ordinance 18 <br />StFike thFOUgh:: Deleted Text from Existing Ordinance <br />C:\Documents and Settings\tlister\Local Settings\Temporary Internet Files\Content.Outlook\QPA7-MTU8\2012-019 952 and 910 Traffic.doc <br />
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