AgdaPkt 2002-12-09 - Laserfiche WebLink

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, ,,,� � . A-32 no�� a-uu x�c�. rro;� thra revised projecc perldng alternatives, (315 -spaces, 550 spaces, or 690 spaces), Conditions at the four intersections would be approximately t}u saa� with aTry of the revisod projcct altematives aa with the approved project during.both tlu Friday PM peak hoia and the Sadaday aftemoon peak hoia. . . . Table 3 Baseline and �taro With-Project Interaect[on L�wela of Serv[ce _. . ... With Revlsed Pro ect With: Withont Approved 315 Parking 550 Parktng 690 Parking _ _ Pro ect P�o ect_: .. aces S aces S aces Intersectlon LOS LOS -Dela LOS Dela LOS Dda LOS Dda F ' PMPeakHour 4:00-S:OOF 8 Broadwa /Mi�IleSeld - A-- 4.0 A 4.6 A 4.6 A 4.7 A 4.7 9 Broadwa /Jeffecson A 4.4 B 6.2 B 5.5 B 5.9 B 6.0 13 Middlefield/Jeffetson C 18.2 C 203 C 20.5 C 20.5 C 20J 14Middlefield/Winslow A 3.0 C 14.8 C 14.0 C 10.1 B 9.1 A ernoan Peak Hour 3: 044: 00 P 8 Broadwa /Middle5eld A 2.0 A 3.6 A 4.2 A 4.2 A 4.5 9 Broadwa /Jeffecson A 43 B 6.0 B 5.7 B 5.6 B 5.9 13 Middlefield/Jeffeeson C 16.6 C 18.9 C 18.9 C 19.0 C 18.9 14Middlefield/Winslow A 0.8 A 2.5 A 4.5 A 2.5 A 2.6 LOS = Level of Service . � Delay= Average stopped delay (in seconds) per vehicle for signaliud inteesections �d Wtal average delay (in sx- onds) per vehick for the worst case movement at unsignalized interseMions. Intersection 14 is wsignalized. Source: Fehr & Peas Associates, Ine. LOS with approved project from DEllt Table 14 (p. 81) for Intersections 8, 9, and 13 and from FEIR Table B4 (p. B3) for Irtursection 14. Cumulative Traffic Conditions The cumulative condition is defined as the existing condition plus traffic from other proposed and poten- tia] projects plus project traffic. In this analysis, the cumulative analysis includes all of the traffic included in the baseline analysis plus traffic from the proposed "Little Fox" theater space. Table 4 indicates that, in the cumulative condition, three of the four intersections would ope;ate at accept- able levels of service with any of the three revised project pa$dng altematives. Opentions at the fouRh intersection - Middlefield Road and Winslow Street - would be unacceptable during the Friday PM peak hour. Operations with the revised project at hvo of the intersecrions shown in the table - including the intersec- tion of Middlefield Road and Winslow Street, where the LOS would be unacceptable during the Friday PM peak hour - would be comparable to operations with the approved project. Operations at the Middle- field/Winslow intersection would be slightly worse with the 315-pazldng-space revised project during the Saturday afremoon peak hour, but would remain acceptable. The fourth intersection (Middlefield/ Jeffer- son) would operate at LOS C during the Friday PM peak if the revised project provides 315 pazldng spaces, compared to LOS D with the approved project or the revised project with 550 or 690 pazldng spaces. lb