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q:�-5� <br /> • The addition bf project haffic for the 315- and 530=space altematives would cause the intersection <br /> of Middlefield Rosd end Winslow Street to change from LOS A to LOS C during the Friday eve- <br /> �B P� P�Ti�• <br /> ■ The 690-space alumative would cause the inte�section of Middlefield Road and Winslow Sueet to � <br /> cfiange from LOS A W LOS B(a better condition than wit6 either of the o�er two altematives). <br /> Bceause thc parldng supply oa Block 1— for wlrich the entrance would be located on Jeffason Ave- <br /> nue — would accommodate a groater number of vdticles than with the other two altematives, fewer <br /> vehicles would circle around to the intersection of Middlefield and Winslow. <br /> LOS B and LOS C are acceptable levels of opeiation. _ <br /> The remaining intersections are projected to opecate at the same (acceptable) levels of service with the <br /> revised project as under baseline conditions. <br /> Cumulative Intersection Ocerations <br /> Level of service calculations were also conducud to evaluate the operations of the adjacent intersections <br /> under cumulative and cumulative-plus-project canditions. Traffic from the proposed "Little Fox," a live <br /> performance theater with 240 seats, as well as haffic from 500 Arguello and Fox Theatcr, was included in <br /> this cumulative analysis. The results aze presented in Table A5. 'Ihe calculation sheets are on file with <br /> the City of Redwood Ciry. <br /> Table AS <br /> Cumalative Intersection Levels of Service <br /> Cumulative With Revised Pro'ect <br /> Cumulative With 315 With 550 With 690 <br /> WithoutPro'ect Parkin S aces Parldn S aces Parkiu S aces <br /> Intersection LOS Dela LOS Dela LOS Dela LOS � Dela <br /> Fr 4:00-S:OOPM <br /> 8 Broadwa /Middlefield A 4.1 A 4.9 A 5.0 A ' S.0 " <br /> 9 Broadwa /Jefferson A 4.6 B 6.6 B 73 B ! 7,$ <br /> 13 Middlefield/Jefferson C 20.4 C 24.9 D 25.4 D ' 25.8 <br /> 14 Middlefield/Winslow B 5.4 F >45 F >45 F '>45 <br /> Saturdav A ernoon Pealc Hour 3:00-4.•00 PM <br /> 8 Broadwa /Middlefield A 2.1 A 4.2 A 4.2 A ' 4.5 <br /> 9 Broadwa /Jefferson A 43 B 6.0 B 5.8 B 6.4 <br /> 13 Middlefield/Jefferson C 17.1 C 19.6 C 19.8 C ' 19.7 <br /> 14 Middlefield/Winslow A 1.0 B 63 A 3.1 A ' 3.1 <br /> LOS = Level of Service <br /> Delay = Average stopped delay (in�seconds) per vehicle for signalized in[ersecQOns and [otai average delay (in <br /> seconds) per velucle at unsignalized intersections. Intersection 14 is unsignalized. <br /> Source: Fehr & Peers Associates, Inc. <br /> A7 <br />