My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Zoning Resolution 16-Z-158
SIBFL
>
City Clerk
>
Resolutions
>
Zoning
>
2016
>
Zoning Resolution 16-Z-158
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/6/2016 11:25:07 AM
Creation date
5/3/2016 2:10:22 PM
Metadata
Fields
Template:
CityClerk-Resolutions
Resolution Type
Zoning Resolution
Resolution Number
16-Z-158
Date (mm/dd/yyyy)
04/21/2016
Description
La Playa Beach Assoc, Varadero Project, 18801 Collins Ave. (Hrg#Z2016-03)
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.
/
336
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
Varadero <br />Traffic Study <br /> <br />Page 31 <br />6.0 CONCLUSIONS <br /> <br />An assessment of the traffic impacts associated with the Varadero project was performed. All of <br />the analyzed intersections currently operate, and will continue to operate within the City’s adopted <br />LOS standards. As with existing and future without project conditions, the minor approaches and <br />southbound left movement at the Collins Avenue / 186th Street and Collins Avenue / 188th Block <br />intersections are projected to operate at low levels of service and experiencing some delay. As <br />previously mentioned, this is due to the fact that for un-signalized intersections the software tends <br />to overestimate delay measurements for the minor approaches and does not account for gaps in <br />traffic created by the upstream signalized intersections to allow the minor street traffic flow. If the <br />minor approach delays do reach the software estimates, observed behavior shows drivers will find <br />alternate routes. <br /> <br />An assessment of circulation as it relates to the valet services during the PM peak hour was <br />performed. The queuing analysis shows that the anticipated queue at the designated valet drop-off <br />/ pick-up areas during the typical PM peak traffic conditions can be accommodated within the <br />project site at each of the three proposed stations. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.