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<br /> 1 ' v ~ ~ , 1 <br /> [3:9j 2;0 Off-Street Bicycle Paths <br /> The off-street bicyde path component of the transportation charge is based on maintaining an existing <br /> standard number:of F9~96j miles of path per thousand persons. The cost per mite; of off-street <br /> bicycle path is added to the cast. per mile for aff-meet bicycle palth lighting and the total is <br /> divided by the population to derive a per person cost., Tb ~cc~nvert this to a p.n1. peak trip rate, <br /> the costper person is divided by the trips per per~ason, to yield the cost, per trip.. Arty-east-af <br /> . ~ ~ 4per-parr <br /> peak-trilr. Figure [~k] 3 illustrates the method used to calculate the off-street bicycle path component <br /> of the transportation SDC. <br /> f~ 3:0 Trip Generation Rates <br /> The transportation SOC may be calculated using trip generation rates established according to this <br /> paragraph. There are two methods of calculation: the Standard Calculation or the Altemate <br /> Calculation. <br /> f~ 3 .1 Applicant's Election <br /> Anytime pnor to the issuance of {the] a frequi~} permit ~~t~rin~g <;paymewtt .af <br /> ~'rartsp~~tation; ST:, an applicant may elect to use the Altemate Calculation method of <br /> determining the trip generation for the type of development proposed. This election must be <br /> by written application to the City Traffic Engineer, must be accompanied with payment or the <br /> agreement to pay the transportation SDC using the Standard Calculation and must be approved <br /> . <br /> b the Traffic En ineer ~ <br /> . ,.t <br /> d~tet~er;>~.~~.. <br /> ~tR~.r:..:...;c <br /> . <br /> ~;t <br /> ~ ti , : .~In the ~ abse ~ <br /> , . _~,.....~.,,,.,._:.:..,,::,~.,.,~.d.:,.,~',~~n.~. nce ofY~the City <br /> }~~Traffic <br /> Engineer's approval of the applicant's election to use an Altemate Calculation, the Standard <br /> Calculation shall be used. All calculations shall be based on the p.m. peak hour traffic on the <br /> adjacent street for a general type of development similar to the proposal and not on the p.m. <br /> peak hour traffic on the development site. <br /> ~4.~] 3~ .2 Standard Calculation <br /> Except when the City Traffic Engineer has approved an applicant's election to use the <br /> Altemate Calculation method the City Traffic Engineer shall assign the trip rate to the <br /> proposed development using the classifications in 3.2.2 below. <br /> [~:2-] Trip Generation Rates <br /> When using Attachment 1, which is hereby incorporated in this Appendix C by this <br /> reference, to determine the trip rate to be assigned to the proposed development, the <br /> City Traffic Engineer shall apply the description which most nearly describes the type <br /> of development proposed by the applicant. If the proposed development is not <br /> represented on Attachment 1, the City's Traffic Engineer will determine the rate. <br /> Proposed Methodologies: City of Eugene SDCs (Effective March 01, 1997) Page C-9 <br /> <br />