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2019-041
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2019-041
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Last modified
6/17/2019 9:49:05 AM
Creation date
6/17/2019 9:26:16 AM
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Resolutions
Resolution Number
2019-041
Approved Date
06/11/2019
Agenda Item Number
10.A.1.
Resolution Type
Text Amendments to Comprehensive Plan 2030 for approval purposes
Entity Name
Indian River County Comprehensive Plan 2030
Subject
Proposed amendments to Transportation and Capital Improvements sent for approval before adopting
Document Relationships
2019-090
(Cover Page)
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\Official Documents\2010's\2019
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Comprehensive Plan Capital Improvements Element <br /> Table 6.16 provides the criteria for establishing a demand to capacity comparison for a proposed <br /> project. While most of the characteristics are self-explanatory, one needs clarification; that is the <br /> geographic scope for the traffic public facility category. For concurrency purposes, affected <br /> roadways are those roadways impacted by a project's traffic. Regardless of size,all projects impact <br /> the roadway on which the project fronts. In addition, other roadways further removed from the <br /> project may be impacted. For concurrency purposes, two lane roadways which are assigned 8 or <br /> more peak hour/peak season/peak direction project trips and four or more lane roadways that are <br /> assigned 15 or more peak hour/peak season/peak direction project trips are considered impacted <br /> roadways. <br /> For transportation concurrency related facilities,level-of-service standards are applied to all impacted <br /> roadways. Those level-of-service standards range from A to F and are associated with peak <br /> hour/peak season/peak direction trips. <br /> Demand <br /> Demand is an important component of the concurrency management system. Essentially,demand is a <br /> measure of facility use. When compared to facility capacity,demand can indicate the level-of-service <br /> for the facility. <br /> As depicted in Table 6.16,demand can be measured quantitatively for each public facility category. <br /> While the demand function for each facility consists of applying a rate to the number of facility users, <br /> estimation of total demand is more complex. For concurrency management purposes,demand can be <br /> divided into three types:existing,committed,and projected. Each must be considered separately for <br /> purposes of concurrency management. <br /> Existing Demand <br /> Existing demand is simply the current level of use for a facility. For a roadway, it is the number of <br /> peak hour/peak season/peak direction trips; for a school, it is the number of full-time enrolled <br /> P p <br /> students; for water and wastewater treatment plants, it is the existing flow volume measured in <br /> gallons per day. Those figures are included within applicable plan elements. <br /> Existing demand then reflects the use of a facility by the current population. When compared to <br /> capacity, existing demand can show if the facility has unused capacity or if it is functioning over <br /> capacity. <br /> Existing demand,however, is not static. As population increases and dwelling units come on-line, <br /> existing demand increases. Those increases in existing demand can be identified through facility use <br /> measurements. For example,regular traffic counts done on roads or treatment plant flow records are <br /> Community Development Department Indian River County <br /> Adopted ,2019,Ordinance 2019-1/ 42 <br /> Appendix A - CIE Amendment <br />
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