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City of San Leandro Alvarado Commerce Center Project <br /> 82 <br />the A.M. and P.M. peak hour. The unsignalized intersection of Alvarado Street and Montague <br />Avenue was found to operate at LOS E during the A.M. peak hour, which is within City standards <br />(Table 14). <br />Table 14 Existing Conditions Intersection Level of Service <br />Intersection Control Peak Hour Average Delay LOS <br />Alvarado St. and Aladdin Ave. Signalized A.M. 47.1 D <br />P.M. 26.4 C <br />Teagarden St. and Fairway Dr./Aladdin Ave. Signalized A.M. 20.3 C <br />P.M. 21.7 C <br />Alvarado St. and Montague Ave. Unsignalized A.M. 36.1 E <br />P.M. 21.4 C <br />Alvarado St. and Marina Blvd. Signalized A.M. 30.0 C <br />P.M. 23.9 C <br />Teagarden St. and Marina Blvd. Signalized A.M. 25.9 C <br />P.M. 35.2 D <br />Bold text indicates intersection operates at a deficient Level of Service. <br />Source: TJKM Traffic Impact Study 2017 <br />Traffic conditions were also evaluated at two roadway segments under existing conditions. Both <br />roadway segments were found to operate within City of San Leandro standards of LOS D or better <br />during the A.M. and P.M. peak hour (Table 15). <br />Table 15 Existing Conditions Roadway Segment Level of Service <br />Roadway Segment Direction Peak Hour <br />Traffic <br />Volumes LOS <br />Aladdin Ave. between Teagarden St. <br />and Alvarado St. <br />Eastbound A.M. 310 D <br />Westbound A.M. 457 D <br />Alvarado St. between Aladdin Ave. <br />and Montague Ave. <br />Northbound A.M. 665 D <br />Southbound A.M. 385 D <br />Aladdin Ave. between Teagarden St. <br />and Alvarado St. <br />Eastbound P.M. 382 D <br />Westbound P.M. 293 D <br />Alvarado St. between Aladdin Ave. <br />and Montague Ave. <br />Northbound P.M. 563 D <br />Southbound P.M. 418 D <br />Source: TJKM Traffic Impact Study 2017. <br />Project Trip Generation – Warehouse <br />TJKM developed estimated project trip generation for the project based on published trip <br />generation rates from the Institute of Transportation Engineer’s (ITE) publication Trip Generation <br />(9th Edition). TJKM used published trip rates for Warehousing (ITE Code 150) for this project. The <br />site plan shows 139,500 square feet for warehousing and 20,000 square feet for office. TJKM used <br />159,450 square feet of warehousing since ITE Land Use Code 150 includes office uses. TJKM applied <br />existing trip credits by conducting the existing driveway counts at the proposed site on November <br />3rd, 2016.Assuming the entire building would be occupied by warehouse uses, the project would <br />379