AgdaPkt 2002-12-09 - Laserfiche WebLink

Browse Search

I.�� Tiaffic c'vculation associated_ with dropping off: ginema pah�ons is also inclu�ed. The resulting trip assignmeaffi at the adjaxnEinbersoctions�for the=69p-spa�aatteinative ar� illushated in Figune Al. Baseline Intersection Oneratlons _ .. Levei of service calculations were conducted W evaluate the operations of the adjacent intersections under baseline and baseline-plus-project conditions during tl�e Friday evening and Saturday aftemoon peak hoius. The baseline condition is de5ned as the existing condition plus expected changes that are not associated with the proposed project In this case, the baseline condition was updated to include �c from the of5ce building located at 500 Arguello S�eet, which was approved subsequent W the analysis of the approved project, as well as irafFc from the Fox Theater.' The results are prosenud in Table A4. The calculation sheets are on file with the City of Redwood City. Table A4 Bsseline and Fbtare Wit6-Project Intersection Levels of Service With RevLced Pro ect With 315 - WiW 550 With 690 Withoat Pro'ect Parkin S aces Parkin S aces Parkin S aces Intersection LOS Dela LOS Dela LOS Dela LOS ; F ' PMPeakHrna 4:00-S:OOP - - - 8 Broadwa /MiddleSeld A 4.0 A 4.6 A 4.7 A 4.7 9 Broadwa /Jeffecson A 4.4 B 5.5 B 5.9 . B i 6.0 13 Middlefield/Jeffecson C i 8.2 C 20.5 C 20.5 C 20.7 14Middlefield/Winslow A 3.0 C 14.0 C 10.1 B ; 9.1 Saturd A ernoon Peak Hour 3: 00-4: 00 P 8 Broadwa /MiddleSeld A 2.0 A 4.2 A 4.2 A ; 4.5 9Broadwa /Jeffetson A 4.3 B SJ B 5.6 B j 5.9 _ 13 Middlefield/Jefferson C 16.6 C 18.9 C 19.0 C ; 18.9 14 Middlefield/Winslow A 0.8 A 4.5 A 2.5 A I 2.6 LOS = Level of Service Delay = Average stopped delay (in seconds) per velilcle for signalized intersections and total average delay (in seconds) per vehicle at unsignalized intersections. Intersection ]4 is unsignalized. Source: Fehr & Peers Associates, Inc. The addition of project traffic would cause the following changos in levels of service: • The addition of project traffic for each of the three altematives would change operations at the inter- section of Broadway and Jefferson Avenue from LOS A to LOS B during the Friday evening and Saturday afrernoon peak hours. 3 Traffic expected in conjunetion with the "Li[[le Fox" is not inc':uded ia these figures, bu[ is included in the analysis of cumulative traffic conditions. AS