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Admin Order 58-97-01-F (2)
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Admin Order 58-97-01-F (2)
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Last modified
6/5/2009 10:15:46 AM
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PW_Exec
PW_Division_Exec
Administration
PWA_Project_Area
Admin Orders
PW_Subject
Stormwater
Document_Date
6/9/1997
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A basic assumption of the transportation SDC is that development will generate the need for capital <br />improvements directly related to its size as measured for its classified use. The size of a <br />development is measured in the units identified in subparagraph 3.1.2 of this Appendix for the <br />development's. classification as determined by the City's Traffic Engineer. <br />Another basic assumption of the transportation SDC is that the rates assigned to each use <br />classification include all related functions for that type of development. Where the <br />development includes mixed land uses which are independent activities, as distinguished from <br />ancillary or supporting uses, a composite development charge will be calculated for each use. <br />1.3 Arterial and Collector Street Cost Analysis <br />The cost figure for street .construction is a key factor in the equation by-.which the <br />transportation portion of systems development charge is calculated. This discussion outlines <br />the methodology and assumptions used to calculate a unite cost used in the systems <br />development charge equation. <br />The cost of a lane mile of arterial or collector street is derived from several components: <br />• the basic construction cost of a linear section street; <br />• the cost ofintersections; <br />• the cost of bridges or other structures; <br />• the cost of traffic signals; and <br />• the cost of street lights. <br />Figure 2 illustrates the method for calculating the arterial and collect®r street components of <br />the transportation SDC. <br />1.3.1 Linear Section Construction Costs <br />The two typical sections developed for this analysis are based upon standard <br />engineering practices, City policy, and policies included in the most recent Council- <br />adopted, long-range transportation plan for the Eugene-Springfield area. <br />The supporting data and detailed analysis for typical arterial and collector sections used <br />in this methodology can be found in .Table 3 of this Appendix. The supporting data <br />includes estimated construction costs per lineal foot and linear mile for typical arterial and <br />collectors including engineering and administrative costs, the average number of lanes <br />per mile of arterial and collector section, and the average assessable and non- <br />assessable cost per linear foot, per linear mile, and per lane mile. <br />1.3.2 Intersection Construction Costs <br />The importance of intersections as a component in the arterial and collector street cost <br />calculation comes from costs which are higher than a linear section of street and from <br />the City's long standing policy not to assess costs for intersections to adjacent property. <br />May 1, 1997 City of Eugene SDC Methodology Page C-3 <br />
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