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Staff notes that the volumes are for the a.m./p.m. peak hour east/west traffic volumes. Staff cal- <br />culated the volume increases which are summarized in "fable 4 on the following page. <br />Table 4: Summary of Valley Avenue Traffic Volumes <br />Increases in Eastbound Traffic Volumes <br />No. Intersection Time Existing Project Total <br />31 Rit <br />R <br />ll <br />A <br />S <br />t <br />d <br />V AM 1,428 36 1,464 +2.5% <br /> an <br />venue <br />a <br />a <br />oa <br />~ <br />a <br />ey PM 2,610 12 2,610 f~0.5% <br />39 V <br />ll <br />A <br />K <br />ll <br />A AM 924 59 983 +6.0% <br /> venue @ <br />o <br />n <br />venue <br />a <br />ey PM 2,019 18 2,037 +0.9% <br />40 ll <br />A <br />L <br />V AM 989 59 1,048 5.6% <br /> venue @ Quarry <br />ane <br />a <br />ey PM 2,312 18 2,330 ~ 0.8% <br />37 B <br />h R <br />V <br />ll <br />A <br />d AM 671 59 730 +8.1% <br /> venue chi <br />a <br />ey <br />usc <br />oa PM 2,348 18 2,366 +0.8% <br />36 V <br />ll <br />A <br />B <br />ld <br />St <br />t AM 612 71 683 +10.4% <br /> a <br />venue @ <br />ou <br />er <br />ree <br />ey PM 2,080 22 2,102 +1.0% <br />Increases in Westbound Traffic Volumes <br />No. Intersection Time Existing Project Total <br />31 ll <br />A <br />S <br />t <br />Rit <br />R <br />d <br />V AM 1,757 37 1,794 +2.0% <br /> venue <br />an <br />a <br />a <br />oa <br />@ <br />a <br />ey PM 1,278 37 1,315 ~-2.8% <br />39 K <br />ll <br />A <br />V <br />ll <br />A AM 1,869 39 1,908 +2.0% <br /> n <br />venue <br />a <br />ey <br />venue ~ <br />o PM 1,278 37 1,315 X2.8% <br />40 L <br />V <br />ll <br />A AM 1,773 39 1,812 +2.2% <br /> venue @ Quarry <br />ane <br />a <br />ey PM 894 37 931 +4.0% <br />37 ll <br />A <br />B <br />h R <br />d <br />V AM 2,248 43 2,291 +1.9% <br /> venue ~ <br />usc <br />oa <br />a <br />ey PM 826 43 869 +4.9% <br />36 ll <br />A <br />B <br />ld <br />St <br />t <br />V AM 1,939 45 1,984 +2.3% <br /> venue n~ <br />ou <br />er <br />ree <br />a <br />ey PM 927 45 972 +4.6% <br />Although the total delay added to the intersections along Valley Avenue is generally shown to <br />be less than one second, the neighbors living in the Valley Avenue developments have ex- <br />pressed concern with traffic safety and speeding. The applicant has met with representatives of <br />the Valley Avenue homeowners and has committed to these neighbors towards purchase and in- <br />stallation of a radar speed detection sign for use by the City on Valley Avenue. The applicant's <br />commitment is reflected as a draft condition of approval. <br />Project Access <br />Access to/from Bernal Avenue and Stanley Boulevard <br />Public street access is provided directly from Bernal Avenue and Stanley Boulevard. Two <br />points of access will be provided to the site from Bernal Avenue: <br />PCUP-165/PDR-529/PMOD-81-25-7M Page 21 of 36 December 13, 2006 <br />