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Ingrid Canedo, Red Hook Capital Partners <br />July 24, 2023 <br />Page 3 of 3 <br />TABLE 2: PROPOSED PROJECT TRIP GENERATION SUMMARY <br />ITE Z AM Peak Hour PM Peak Hour <br />Units Daily <br />Land Use LU Code In Out Total In Out Total <br />School District Office 528 TSF 1.18 1.18 2.36 1.02 1.02 2.04 14.37 <br />AM Peak Hour PM Peak Hour Daily <br />Land Use Quantity UnitS2 In Out Total In Out Total <br />School District Office 5.837 TSF 7 7 14 6 6 12 84 <br />Trip Generation Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, Eleventh Edition. <br />Z TSF = thousand square feet <br />TRIP GENERATION COMPARISON <br />Table 3 compares the trip generation of the proposed Project to the existing use (currently <br />adopted). The resulting net change in trips is also identified in Table 3 and has been calculated <br />by subtracting the existing use from the proposed Project. As shown, the Project is anticipated to <br />generate a net increase of 56 two-way trips per day, 10 more AM peak hour trips, and 8 more PM <br />peak hour trips as compared to the existing use. <br />TABLE 3: TRIP GENERATION COMPARISON <br />AM Peak Hour <br />PM Peak Hour <br />Land Use <br />In <br />Out <br />Total <br />In Out <br />Total <br />Daily <br />Existing Use <br />3 <br />1 <br />4 <br />1 3 <br />4 <br />28 <br />Proposed Project <br />7 <br />7 <br />14 <br />6 6 <br />12 <br />84 <br />Net Change (Proposed - Existing) <br />4 <br />6 <br />10 <br />5 3 <br />8 <br />56 <br />FINDINGS <br />The development of the proposed Project (school district office) is anticipated to generate more <br />trips than the existing (currently approved) industrial use. The net increase in trip generation and <br />total trips generated are below 50 peak hour trips. As such, additional traffic analysis beyond this <br />trip generation assessment does not appear to be necessary as the effects on transportation <br />operations (level of service) are not significant. <br />If you have any questions or comments, I can be reached at rvu@urbanxroads.com. <br />Respectfully submitted, <br />URBAN CROSSROADS, INC. <br />1 <br />Jose Alire, P.E. <br />Senior Traffic Engineer <br />Robert Vu, P.E. <br />Transportation Engineer <br />V ur�r—�OSSROADS 26 — 212 141kA1Aq?4Aerno <br />