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SR 06:182
City of Pleasanton
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2006
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SR 06:182
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9/28/2006 4:49:46 PM
Creation date
9/14/2006 4:55:19 PM
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CITY CLERK
CITY CLERK - TYPE
STAFF REPORTS
DOCUMENT DATE
10/3/2006
DESTRUCT DATE
15 Y
DOCUMENT NO
SR 06:182
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<br /> Existing + Project (assumes <br />Roadway 100% of project uses each <br />Existino Conditions roadway <br />Residential Daily Peak LOS Daily Peak LOS <br />Cameron Avenue 686 73 C 936 97 C <br />Martin Avenue 520 74 C 770 98 C <br /> Existing + Project (assumes <br /> 100% of project uses each <br />Roadway Existina Conditions roadwa, <br />Residential Collector Daily Peak LOS Daily Peak LOS <br />Kamp Drive 1664 157 A 1914 181 A <br /> <br />If 100 percent of the project trips were concentraited on anyone of these residential <br />streets or collectors, there would not be any change in the level of service. The 24 PM <br />peak hour trips represent less than one additional car every 2 minutes. <br /> <br />Recommended Mitigations <br /> <br />The addition of 22 trips during the PM peak hour at the intersection of Santa Rita Road at <br />Stoneridge Drive requires a mitigation plan. It is recommended that the construction of a <br />new southbound right turn lane at this intersection be included in the traffic impact fee <br />update study to be conducted new year. This mitigation is needed with or without this <br />development as the combined traffic from all approved development projects produces <br />this LOS E condition. This mitigation would bring the LOS at this intersection into <br />conformance with City's LOS D standard. <br /> <br />The intersection of Mohr A venue and Santa Rita Road experiences an increase of 17 trips <br />in the AM peak hour and 21 trips in the PM peak hour. While this intersection does <br />operate at an acceptable level of service in both the AM and PM peak hour with the <br />additional trips generated by the Ponderosa Project, the increase in the westbound volume <br />creates delay for the eastbound and westbound left turns. It is recommended that this <br />intersection be modified to provide protected/permissive left turn phasing for the <br />eastbound and westbound approaches prior to the occupancy of the project. This signal <br />modification will reduce the overall delay at the intersection and provide added safety <br />during the peak hours. <br />
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