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'~ , , <br />{3:6} 2 0. Off.-Street Bicycle Paths ' <br />-The. off-street bicycle path component of the transportation charge is based on maintaining an existing <br />standard number: of {-8~-9frj miles of path per thousand persons. The`.cast pet-, mile of off=street <br />:.. <br />bicycle path is-added to the cost per mile fair off~reet tiicyc#e path lighting and the total is <br />div'~ded by the population to derive a per person cost. To canuert this to a p.m. peak trip rate,, <br />tile; cost per person is divided .by;tbe #rips per p~rspns to yreld the cost, per trip ;mot-af <br />e <br />• ref 1~~ <br />pear-trtfr. Figure {~];3 illustrates the method used to calculate the off-street bicycle path component <br />of the transportation SDC:. <br />{-4.Aj 3 4I. 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 />f~ 3 .1 Applicant's Election <br />Anytime prior to the issuance..- of {tbe~ a free~aireel-} permit requrii~g~~,~lraytt#e~it ~f <br />Transp~rtat~on ~~~, an applicant may elect to use the Alternate 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 />Y ty :< i <br />,, <br />9 .. <br />b the Ci Traffic En in ~~t,. ~..... ~~~,. n,~ .,;~e1"~ i <br />dev~l.~., ..:....n~:~vii.ft~:-#>~r~e~~, ~~:~...~i:..-.,+~~..:..._p.. ~_.., t~i~#'.......:.:... :~, <br />:r.::::~.... .._...... : ,.. .......... <br />ors tft~ Afte~a~ l!~t~1~`1~~+~ ~~>I~tf±~+d~::~~»~~i'~i In~the absence of~the City 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 />3 ~ Standard Calculation <br />~.. <br />{~~ ~:=;~,~ ~s~i' rtl~d>-Trip=Rate <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 />f~~ ~ ~ ~ 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 />