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Admin Order 58-99-22-F
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Admin Order 58-99-22-F
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Last modified
8/25/2008 4:24:41 PM
Creation date
8/14/2008 12:05:42 PM
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PW_Exec
PW_Division_Exec
Administration
PWA_Project_Area
Admin Orders
PW_Subject
SDC Methodology
Document_Date
2/15/1999
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<br /> 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 <br /> fr~r~ ancillary or supporting uses, a composite development charge will be calculated for each <br /> u e. <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 unit 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 of intersections; <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 collector 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 /> i ~ includes estimated construction costs per lineal foot and linear mile for typical arterial <br /> and collectors including engineering and administrative costs, the average number of <br /> lanes 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 /> Y <br /> City of Eugene SDC Methodology Transportation, PageB-3 <br /> <br />
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