My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
AgdaPkt 2013-09-09
RedwoodCity
>
City Clerk
>
Agenda Packets
>
2010-2019
>
2013
>
AgdaPkt 2013-09-09
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/16/2013 11:04:42 AM
Creation date
9/5/2013 5:04:57 PM
Metadata
Fields
Template:
CC Index
CC Index - Document Type
Agenda Packet
Meeting Type
Regular
Agency Type
City Council
Date
9/9/2013
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
404
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
a,7.A. - Page 41 <br /> Facts in Support of Finding: Implementation of Mitigation 7-6 would reduce the project's <br /> traffic impact at the Woodside Road/Bay Road intersection to a less-than- <br /> significant level through a combination of roadway restriping and modified traffic <br /> signal phasing, and based on Caltrans directives, possibly new crosswalk and <br /> pedestrian signals, pedestrian crosswalk restriping, pedestrian median refuges, <br /> curb ramps, an emergency vehicle pre-emption system, new corner radii to <br /> reduce pedestrian crossing distances, bike lanes, and bike detectors. However, <br /> the City cannot guarantee in advance that Caltrans will approve the mitigation, so <br /> the impact is currently considered significant and unavoidable. These facts are <br /> described in Draft EIR chapter 7 (Transportation, Circulation, and Parking) on <br /> pages 7-1 through 7-70, Draft EIR appendix 21.3 (Supplemental Transportation <br /> Information), and Final EIR appendix A (Supplemental Traffic Information), which <br /> are hereby incorporated by reference. <br /> Impact: Impact 7-7: Near Term Plus Project Impact on Charter Street/Broadway <br /> Intersection. Under Near Term Plus Project conditions during the AM peak <br /> hour, project traffic would cause this intersection to degrade from LOS C (24.7 <br /> seconds delay) to LOS F (127.7 seconds delay). In the PM peak hour, the <br /> intersection would continue to operate at LOS F, and project traffic would cause <br /> the critical delay at the intersection to increase by 104.6 seconds. In addition, the <br /> increase in peak hour volumes at this intersection would be large enough under <br /> both peak hours to satisfy the peak hour signal warrant. <br /> Mitigation: Mitigation 7-7. Implement Mitigation 7-3 (the project applicant would be <br /> responsible for fully funding/completing the mitigation). <br /> Finding: Implementation of Mitigation 7-7 would improve the level of service (LOS) at this <br /> intersection to an acceptable LOS B in the AM peak hour and an acceptable LOS <br /> C in the PM peak hour, resulting in a less-than-significant impact. <br /> Facts in Support of Finding: Implementation of Mitigation 7-7 would reduce the project's <br /> traffic impact at the Charter Street/Broadway intersection to a less-than- <br /> significant level through a combination of a traffic signal with protected phasing <br /> (to replace the current Stop signs) and roadway restriping. This mitigation would <br /> require the removal of 50 total parking spaces from Charter Street and <br /> Broadway. These facts are described in Draft EIR chapter 7 (Transportation, <br /> Circulation, and Parking) on pages 7-1 through 7-70, Draft EIR appendix 21.3 <br /> (Supplemental Transportation Information), and Final EIR appendix A <br /> (Supplemental Traffic Information), which are hereby incorporated by reference. <br /> Impact: Impact 7-8: Near Term Plus Project Impact on Charter Street/Bay Road <br /> Intersection. Under Near Term Plus Project conditions during the PM peak <br /> hour, project traffic would cause the intersection to degrade from LOS D (27.7 <br /> seconds delay) to LOS E (37.7 seconds delay). In addition, this intersection <br /> would have peak hour volume increases large enough under both peak hours to <br /> satisfy the peak hour signal warrant. <br /> ATTY/RES0.2901/STANFORD EIR CERTIFICATION <br /> REV:08-29-13 VR <br /> Page 31 of 56 <br />
The URL can be used to link to this page
Your browser does not support the video tag.