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Admin Order 58-01-11-F (2)
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Admin Order 58-01-11-F (2)
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Last modified
6/5/2009 9:16:17 AM
Creation date
6/1/2009 12:09:23 PM
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PW_Exec
PW_Division_Exec
Administration
PWA_Project_Area
Admin Orders
PW_Subject
SDC
Document_Date
6/29/2001
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Typical Units <br />Trips X per X <br />Generated Development <br />per Unit <br />1.3.6 Summary of Costs <br />(Miles per trip) <br />Eugene Trip End <br />Average PM Peak Vehicle Miles <br />~ X Length of X Percent on Eugene's Street <br />2 Metro. Trips Arterial l Collector X Lighting <br />Streets Cost per <br />Light <br />Street Lighting Capacity per Lane Mile <br />To summarize, the total cost for arterial and collector streets, the total cost per lane <br />mile, includes the cost for street lighting plus the combined cost per lane mile of linear <br />section streets, intersections, traffic signals, bridges and. other structures. Refer to <br />Table 3 for specific data on the transportation costs. <br />2.0 Off-Street Bicycle Paths <br />The off-street bicycle path component of the transportation charge is based on maintaining an <br />existing standard number of miles of path per thousand persons. The cost per mile of off-street <br />bicycle path is added to the cost per mile for off-street bicycle path lighting and the total is divided by <br />the population to derive a per person cost. To convert this to a p.m. peak trip rate, the cost per <br />person is divided by the trips per person, to yield the cost per trip. Figure 3 illustrates the method <br />used to calculate the off-street bicycle path component of the transportation SDC. <br />3.0 Trip Generation Rates <br />The transportation SDC may be calculated using trip generation rates established according to this <br />paragraph. There are two methods of calculation: the Standard Calculation or the Alternate <br />Calculation. <br />3 .1 Standard Calculation <br />3.1.1 Assigned Trip Rate <br />Except when the City Traffic Engineer has approved an applicant's election to use the <br />.Alternate Calculation method the City Traffic Engineer shall assign the trip rate to the <br />.proposed development using the classifications in 3.1.2 below. <br />3.1.2 Trip Generation Rates <br />When using Attachment 1 of this Appendix to determine the trip rate to be assigned to the <br />proposed development, the City Traffic Engineer shall apply the description which most <br />nearly describes the type of development proposed by the applicant. If the proposed <br />development is not represented on Attachment 1; the City's Traffic Engineerwill determine <br />the rate. <br />City of Eugene SDC Methodology Transportation, -Page B- 7 <br />
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