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SR 06:060
City of Pleasanton
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SR 06:060
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5/2/2007 4:06:08 PM
Creation date
2/15/2006 4:39:04 PM
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CITY CLERK
CITY CLERK - TYPE
STAFF REPORTS
DOCUMENT DATE
2/21/2006
DESTRUCT DATE
15 Y
DOCUMENT NO
SR 06:060
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<br />I <br /> <br />Dowling Associates, Ill1lc. <br />Transportation Engineering. Planning. Research. Education <br /> <br />~~~I' <br /> <br />I <br /> <br />These results indicate that the following intersections operate unacceptably (LOS E or F) under <br />Existing+Approved conditions: <br /> <br />! <br /> <br />(5) Bernal & Main (LOS F in AM and PM) <br />(6) Bernal & Valley (LOS F in PM) <br />(11) First & Vineyard (LOS E in AM and PM) <br />(15) Hopyard & Stoneridge (LOS E in AM) <br />(17) Hopyard & W. Las Positas (LOS E in PM) <br />(23) Santa Rita & Stoneridge (LOS E in AM and PM) <br />(24) Santa Rita & Valley (LOS E in PM) <br />(25) Stanley & Valley/Bemal (LOS F in AM and LOS E in PM) <br /> <br />.1 <br /> <br />.1 <br /> <br />Two other study intersections would operate below LOS D, but are exempted from the City's <br />LOS standard by the Downtown Specific Plan: <br /> <br />(9) First & Kottinger/Spring (LOS F in AM and PM) - Downtown LOS Exemption <br />(18) Main & Ray (LOS F in PM) - Downtown LOS Exemption <br /> <br />J <br /> <br />Existing + Approved + Project Conditions <br /> <br />For this analysis case, the traffic to be added by the 15,488 square-foot commercial retail <br />development alone is added to the near-term base traffic volume levels. Table 4 details the trip <br />generation estimate for the proj ect. <br /> <br />Table 4 - Trip Generation Rates And Estimated Traffic <br /> <br /> AM Rates PM Rates AM Trips PM Trips <br />Use Quantity In Out In Out In Out In Out <br />Commercial <br />Retail 15,488 sf 2.88 1.92 6.60 6.60 45 30 102 102 <br />Development <br />(Project) <br /> <br />Source: Dowling Associates, based on San Diego Trip Generators (Neighborhoad Shopping Center). <br /> <br />The directional distribution and assignment of this traffic was determined using the City's Travel <br />Demand Model and engineering judgment. The project's trip distribution would be as follows <br />(Figure 2): <br /> <br />Traffic Analysis <br />Bernal Commercial Development, Pleasanton <br /> <br />Page 8 <br />
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