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6A Page 21 ~ Mr. John Baer Ja/lualY 20. 2006 ......... Page 30f4 " Table 1 Project Trip Generation Estimates - Comparison of Project Alternatives , AM Peak Hour PM Peak Hour Daily Daily Pk-Hr Pk-Hr Land Use Siz:e Rate lal Trips Rate /al In Out Total Rate tal In Out Total t Office Space IbI 80,000 s.f. 14.04 1,123 1.96 138 19 157 2.11 29 140 168 Residenlial/el 100 units 6.42 642 0.52 9 43 52 0.60 40 20 60 ~: laI Rate per 1,000 s.f. for office space; per unit for residential use. Ibl ITE trip generation rate used for office space was General Office Building (Land Use 710). lei ITE trip generation rate used for residential was Residential Condominlum/Townhouse (land Use 230). Source: ITE Trip Generation. Seventh Edition, 2003. (Fitted CllfVe equations used) The trip distribution patten1S for the potential project alternatives were estimated based on existing travel patterns in the project area and the locations of complementary land uses. Project trips were assigned to the roadway network according to the trip distribution patterns. 1 1 Intersection levels of Service The results of the intersection level of service analysis for the residential project alternative are summarized below in Table 2. The results show that all of the signalized study intersections clIrrently operate at acceptable levels of service during the peak hours of traffic, and would continue to operate at acceptable levels under background conditions. The City of Redwood City level of service standard is LOS D or better. ~ The addition of residential project trips would not result in any significant intersection level of service impacts according to the City of Redwood City level of service standards. Table 2 Intersection Levels of Service - Residential Project Alternative Existing Background Residential Project Alternative Peak Ave. Ave. Ave. Iner. In Incr.ln Hour Delay LOS Delay LOS Delay LOS Crit. Delay Crit. VlC Veterans Blvd and Whipple Ave AM 24.8 C 26.5 C 26.6 C 0.0 0.001 I PM 29.2 C 30.8 C 30.8 C 0.0 0.001 I I Veterans Blvd and Brewster Ave AM 26.4 C 26,1 C 26.2 C 0.1 0.005 PM 32.8 C 34.2 C 34.4 C 0.2 0.004 Veterans Blvd and Main St AM 23.3 C 23.7 C 24.0 C 0.3 0.005 , PM 26.3 C 26.9 C 27.2 C 0.5 0.007 I Veterans Blvd and Woodside Rd AM 16.9 B 19.9 B 20.1 C 0.3 0.004 PM 32.7 C 48.4 0 48.6 0 0.5 0.002 I \ , _.