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Table 1 <br />Trip Generation Comparison -First and Cabrillo Towers vs. First Street Apartments <br />Land Use Units AM Peak Hour PM Peak Heur <br /> In Out Total In out Total ADT <br />First and Cabrillo Towers <br />High-Rise Condominium 374 DU 24 103 127 88 54 142 1,563 <br />Specialt Retail 8,957 SF 10 6 16 10 19 29 398 <br />Totals 34 109 143 98 68 166 1,961 <br /> <br />First Street Apartments <br />High-Rise Apartments 264 DU 19 57 76 54 35 89 1,067 <br />Project Differential (120) DU (15) (52) (67) (44) (33) (77) (894) <br /> <br />Trip Generation Rates <br />Land Use ITE Land Units AM Peak Hour PM Peak Hour ADT <br /> Use Code In Out Total In O <br />High-Rise Condomini <br />um <br />DU <br />0.06 <br />34 <br />0.24 <br />0.1 <br />4.18 <br />Specialty Retail SF 0.99(r) 0.77fu 1.7do 1.19 1.5 R 44.32 <br />High-Rise Apartments DU 0.07 0.23 0.30 0.21 0.1 O.36 4.20 <br />(1) ITE Trip Generation Manual 8w 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 AM 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 5. <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-190