My WebLink
|
Help
|
About
|
Sign Out
SR 05:240
City of Pleasanton
>
CITY CLERK
>
AGENDA PACKETS
>
2005
>
SR 05:240
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/4/2007 4:38:17 PM
Creation date
8/24/2005 4:39:18 PM
Metadata
Fields
Template:
CITY CLERK
CITY CLERK - TYPE
STAFF REPORTS
DOCUMENT DATE
8/30/2005
DESTRUCT DATE
15 Y
DOCUMENT NO
SR 05:240
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
99
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).
View images
View plain text
Other Street Segments/Alternatives to be Studied <br /> <br />The outreach stage of the General Plan review identified three streets where local concern <br />suggested review of the planned network. These are: <br /> <br />· Golf course by-pass road (assumed in all altematives) <br />· Sycamore Creek extension to the Lund Ranch Road <br />· Hearst Drive extension to the remainder of Kottinger Ranch with proposed Oak <br /> Grove project <br /> <br />The issues with these streets revolve around local street quality-of-life, acceptable <br />local/collector street volumes, speeds, and the land uses feeding traffic to them. These <br />issues will be discussed under the policy section of the planned review of the Circulation <br />Element. In the meantime, review of these roadways is pm of development proposal <br />reviews which are on going and which will be more fine-grained than the initial reviews of <br />other streets included in this report. <br /> <br />Other roadway improvements are possible. The West Las Positas Interchange Committee <br />suggested alternative widenings (e.g. Stoneridge east of 1-680 as a six-lane medal with <br />interchange capacity increases). Creative solutions for Stoneridge (e.g. HOV lane, <br />underpass) and for the Valley-Santa Rita intersection (e.g. fly-over/underpass) have also <br />been suggested as options. <br /> <br />Summary Comparison of Alternative Circulation Networks <br /> <br />Alternative A has 21% less morning congestion but 29% more evening congestion than <br />the existing baseline conditions. LOS E and F intersections are reduced by four in the <br />mornings, but are increased by one in the afternoons. Compared to Alternatives B and C, <br />Alternative A has more LOS E and F intersections and more average city-wide delay. <br />Regarding average arterial delays, Alternative A routes are projected to have increased <br />delay relative to the existing conditions (with notable exceptions for morning <br />westbound/southbound travel). Average overall delay, both directions, for selected routes <br />is about 10 percent greater than at present, about the same as for Alternative B but about 3 <br />percent worse than Alternative C. <br /> <br />Alternative B produces about a 6% less overall city-wide delay at intersections in the <br />morning and 11% less in the afternoon compared to the Alternative A network. Alternative <br />B has more delay and more LOS E or F intersections than Alternative C. There are two <br />fewer LOS E or F intersections than Alternative A, but one remains in the morning and six <br />in the afternoon. Alternative B overall has about 11 percent more delay on these arterial <br />routes (both directions) than existing conditions. Its routes in the aggregate have slightly <br />more delay than the equivalent land use scenario on the Alternative A network. The <br />eastbound afternoon direction is the most congested, with morning and westbound <br />afternoon medal levels of service typically at LOS C and D. <br /> <br />28 <br /> <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.