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HomeMy WebLinkAbout3425 S. SHIELDS ST. MIXED-USE - PDP - 28-07 - REPORTS - TRAFFIC STUDY (6)U) (n RI/RO Access N TS w w 0 U) a U) 0 U 2(4) —{ z U 0 N Q N_ a W a z w F F 3 W Richmond I 0 I F 3 u z � o 0 Q a 0 N 11(22) Z H 0 4(8) w W C 0 r� Q n rn rn m L 0 } F 1(1) J 9(9) Site Generated W Peak Hour Traffic AM(PM) € Z o 0 — Sw z 1 I F W1 II U) tRI/RO Access NTS UCi2(4) V) U U Q Richmond M m n .N N M M C II 38(42) 1 �— 52(32) 2(0) 2(0) 41(52) 8(10) m Ij� O L Q N 10 N N 2(4) —11 11(16) rn 75(58) -- 40(54) Cli 4(6) � F 8(4) 1 Short Range (2010) Total Peak Hour Traffic O O N AM(PM) DIES No Text Dr:SA' Development Engineering Sciences, LLC 708 N. Fox Hill Road, Flagstaff, AZ 86004 TRAFFIC MEMORANDUM UPDATE September 22, 2007 BCS, LLC 1643 Dogwood Court Fort Collins, CO 80525 RE: TIS Memo Update for the Proposed Development at 3425 S. Shields Street, Fort Collins, CO 80526 This Traffic Memorandum is an update to the Intermediate Traffic Impact Study (TIS) prepared by Development Engineering Sciences (DES) on 6/11/07. The purpose of this TIS Memo Update is to evaluate the scenario of 100% of the site generated peak hour southbound right -turns entering the project site fiom the RURO access onto S. Shields Street. When evaluating this scenario, the result would yield 15 AM and 16 PM Short Range (2010) Total Peak Hour southbound right -turns at the site's RI/RO access to S. Shields Street. See attached figures. Per Figure 8-4 of the Larimer County Urban Area Street Standards, 50 peak hour right -turns is the threshold for needing a right -turn lane on S. Shields Street. Therefore this access point is well below this threshold for needing a southbound right -turn lane. Respectfully, Development Engineering Sciences (DES), LLC 38650 2210, ; Fss/ONAL ��V