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Table 1 <br />Trip Generation Comparison - First and Cabrillo Towers vs. First Street Apartments <br />Land Use <br />Units <br />AM Peak Hour <br />PM Peak Hour <br />DT <br />In Out Total <br />In Out Total <br />First and Cabrillo Towers <br />High -Rise Condominium <br />374 DU <br />1 24 <br />1 1031 <br />127 <br />1 881 <br />64 <br />1 142 <br />1,563 <br />Specialty Retail <br />8,957 SF <br />1 101 <br />6 <br />1 161 <br />101 <br />141 <br />24 <br />398 <br />Totals <br />1 34 <br />1 109 <br />1 143 <br />1 98 <br />1 681 <br />166 <br />1 1,961 <br />First Street Apartments <br />High- RissApartmenta 254 DU 19 67 76 <br />54 361 89 1 1,067 <br />Project Differential (120) DU 1 (15) (62) (67) <br />(44) (33) (77) (894) <br />Trip Generation Rates <br />Land Use <br />ITE Land <br />Use Code <br />Units <br />AM Peak Hour <br />PM Peak Hour <br />ADT <br />In <br />I Out <br />Total <br />In <br />Out <br />Total <br />High -Rise Condominium <br />232 <br />DU <br />1 0.06 <br />1 0.28 <br />0.34 <br />0.24 <br />0.14 <br />0.38 <br />4.18 <br />Specialty Retail <br />814 <br />SF <br />0.99 "' <br />0.77 "' <br />1.76") <br />1.19 <br />1.62 <br />2.71 <br />44.32 <br />High -Rise Apartments <br />222 <br />DU <br />0.07 <br />0.23 <br />0.30_1 <br />0.21 <br />1 0.14 <br />0.36 <br />4.20 <br />(1) ITE Trip Generation Manual 8' Edition does not provide a trip generation rate for calculating AM <br />trips. Therefore, the trip generation rate that was used in the approved First and Cabrillo Towers <br />Project Traffic Impact Study dated March 2007 was used in this report. <br />Based on the trip generation comparison the proposed project will reduce 67 AIVI and 77 PM <br />peak hour trips at the project access locations and to the adjacent roadway network. <br />TRIP DISTRIBUTION/TRIP ASSIGNMENT <br />The project trips were manually distributed at the proposed access locations based on its <br />design features, proposed land uses, available turn movements, accessibility to residence <br />and visitor parking areas/parking structure and, proximity to the local and regional <br />roadway network. The project trip distribution is shown in Figure 4 and is consistent with <br />the approved First and Cabrillo Towers Project Traffic Impact Study dated March 2007. <br />The AM and PM peak hour volumes for Driveway 1 and Driveway 2 is shown in Figure 6. <br />SITE ACCESS AND CIRCULATION <br />The project will have two (2) access locations. Driveway 1 is an existing driveway located off <br />of Cabrillo Park Drive. The driveway is restricted to right -turns in/right -turns out and is <br />stop sign controlled. 3 AM and 6 PM inbound peak hour trips and 30 AM and 19 PM <br />outbound peak hour trips are projected. The driveway will access a 20' wide fire lane along <br />the northern property line and consists of one (1) inbound lane and one (1) outbound lane. A <br />new gated entry into the existing parking garage will be installed approximately 305 feet <br />east of Cabrillo Park Drive. As shown on the proposed site plan, this distance is also the <br />effective driveway throat. Therefore, Driveway 1 will be able to accommodate the projected <br />trips. <br />75A -230 <br />