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09
City of Pleasanton
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8/31/2018 2:23:28 PM
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8/24/2018 4:14:06 PM
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CITY CLERK
CITY CLERK - TYPE
AGENDA REPORT
DOCUMENT DATE
9/4/2018
DESTRUCT DATE
15Y
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APPENDIX A: TRANSPORTATION FEE NEXUS ANALYSIS AND <br /> METHODOLOGY <br /> Nexus Analysis <br /> In order to include these capital projects in the TIF program, it is necessary to establish a <br /> "nexus" or relationship between new development in Pleasanton, the need for transportation <br /> improvements in order to serve that new development, and the cost of the improvements that <br /> would be covered by the TIF. The following procedures have been used to evaluate that nexus <br /> relationship. <br /> First, there has been an evaluation of whether there is an existing deficiency at any of the <br /> project locations, and if so, the magnitude of that deficiency. Existing deficiencies are accounted <br /> for by reducing the project cost that is included in the fee program. <br /> Second, there has been an evaluation of the proportion of the remaining project cost that is <br /> attributable to development in Pleasanton, and therefore could be the subject of a fee program. <br /> Analysis Methods <br /> The operations of roadway facilities are described with the term level of service (a qualitative <br /> description of traffic flow based on factors of speed, travel time, delay, and freedom to <br /> maneuver). Six levels are defined from LOS A, as free-flow operating conditions, to LOS F, or <br /> over-capacity operating conditions. LOS E represents "at-capacity" operations. When traffic <br /> volumes exceed intersection capacity, stop-and-go conditions result, and operations are <br /> designated as LOS F. <br /> Signalized Intersections <br /> The level of service method identified by the City of Pleasanton General Plan for signalized <br /> intersections is the method described in the 2000 Highway Capacity Manual (HCM 2000) <br /> (Transportation Research Board). This method calculates signalized intersection operations based <br /> on the average vehicular control delay. Control delay includes initial deceleration delay, queue <br /> move-up time, stopped delay, and acceleration delay. The average control delay for signalized <br /> intersections is calculated using computerized analysis software and is correlated to a LOS <br /> designation as shown in Table A-1. The City of Pleasanton General Plan applies LOS D as the <br /> performance standard at most intersections. <br /> Economic&Planning Systems, Inc. A-1 P:\151000s\151111PleasantonFee\Report\151111_FeeNexus_071218.docx <br />
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