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Kimley>Morn <br />TABLE 1: TRIP GENERATION FORECAST <br />I <br />OrLand Use DescriptiOl i <br />E <br />EXISTING DEVELOPMENT <br />Retail (Local Data) <br />1,150,000 SF <br />1 1,095 <br />1 <br />930 <br />2,025 <br />1,880 <br />1,600 <br />3,480 <br />PROPOSED DEVELOPEMNT <br />Market Rate Residential (ITE 221) <br />250 DU <br />65 <br />45 <br />110 <br />55 <br />55 <br />110 <br />Active Adult Residential (ITE 252) <br />175 DU <br />25 <br />20 <br />45 <br />35 <br />25 <br />60 <br />Hotel (ITE 310) <br />300 Rooms <br />90 <br />90 <br />180 <br />120 <br />95 <br />215 <br />Office (ITE 710) <br />100,000 SF <br />20 <br />95 <br />115 <br />30 <br />25 <br />55 <br />Retail (Local Data) <br />220,000 SF 210 <br />175 <br />385 <br />360 <br />305 <br />665 <br />Total Trip Generation (South Campus <br />+ Outparcels) 410 <br />425 <br />835 <br />600 <br />505 <br />1,105 <br />TRIP REDUCTIONS <br />Internal Capture Reduction (9. 0% PM, 5.7% SAT) -130 <br />-130 <br />-260 <br />-130 <br />-130 <br />-260 <br />Net New Trip Generation (South Campus <br />+ • p. :i <br />295 <br />575 <br />470 <br />TRIP DISTRIBUTION AND ASSIGNMENT <br />The project trip distribution is based on the existing traffic counts at the site access driveways and is <br />assumed to be the same distribution used in the 2015 traffic study. The distribution is anticipated to remain <br />the same as it is today with the expansion. The site trip distribution is provided in Exhibit3. <br />The site traffic was assigned to the surrounding roadway network by applying the trip distribution to the trip <br />generation. Exhibit 4 provides the project trip assignment for the weekday PM peak hour and Saturday <br />peak hour and assumed the two-way ring road. <br />Rosedale Center I Traffic Impact Analysis <br />January 2020 Update <br />