My WebLink
|
Help
|
About
|
Sign Out
Home
pf_02182
Roseville
>
Planning Files
>
Old Numbering System (pre-2007)
>
PF2000 - PF2999
>
2100
>
pf_02182
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2007 11:43:10 AM
Creation date
12/8/2004 10:43:52 AM
Metadata
Fields
Template:
Planning Files
Planning Files - Planning File #
2182
Planning Files - Type
Planned Unit Development
Address
5000 LEXINGTON AVE N
Applicant
AMOCO OIL CO.
Status
WITHDRWN
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
49
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
<br />Mr. K. Kristufek <br /> <br />-8- <br /> <br />February 13, 1992 <br /> <br />Trip Generation <br /> <br />The second step was to estimate the a.m. and p.m. peak hour trip generation for the <br />proposed Amoco site and the vacant PUD parcel. Based on information from City staff <br />the vacant PUD parcel is 5.8 acres and has had numerous alternative approved uses <br />. including a 156 unit senior citizen housing, the Minneapolis Business College and a 24 <br />unit townhouse development, or a 98 unit apartment development. Based on the above <br />alternative approved uses City staff has recommended that trip generation be estimated <br />for multi-family residential housing such as apartments, townhouses or condominiums. <br />For purposes of the traffic forecasts, the previously approved 98 unit apartment <br />development was used. The residential trip eeneration was based on published Institute <br />of Transportation Engineers (ITE) trip rates . <br /> <br />The trip generation rates used for the Amoco site were based on numerous traffic <br />studies by Benshoof & Associates for other gas/convenience store facilities in the Twin <br />Cities area. These local studies and national traffic studies of gas/convenience facilties <br />have indicated a high percentage of intercepted or captured trips from adjacent <br />roadways. It is our understanding that Amoco is building a facility to serve the local <br />neighborhood, rather than principally serving traffic on T .H. 36. For this Amoco site, <br />the estimated traffic forecasts include 60 percent of the customers being intercepted <br />from Lexington Avenue. The remaining 40 percent would be new trips to Lexington <br />Avenue. The expected a.m. and p.m. peak hour trip generation for the Amoco and the <br />residential components is indicated in Table 1. <br /> <br />TABLE 1 <br />PROJECTED TRIP ENDS FOR THE AMOCO <br />AND RESIDENTIAL DEVELOPMENTS <br /> <br /> A.M P.M. <br />Land Use Peak Hour Peak Hour <br />Amoco 92 127 <br />(reduced by 5 % for <br />multi-purpose trips <br />to/from other PUD <br />developments) <br />- 60% Intercepted Trips 56 76 <br />- 40% New Trips 36 51 <br />Residential 54 65 <br />(98 Apartments) <br /> <br />1 Trip Generation, Institute of Transportation Engineer, 5 th Edition, 1991. <br />
The URL can be used to link to this page
Your browser does not support the video tag.