My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
Ordinance No. 1474-24 Text Amendment to Turning Lane Standards
Zephyrhills
>
Administration
>
City Clerk
>
Vault Files
>
ORDINANCES
>
2024
>
Ordinance No. 1474-24 Text Amendment to Turning Lane Standards
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/16/2024 8:01:24 AM
Creation date
4/16/2024 8:01:03 AM
Metadata
Fields
Template:
City Clerk
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
9
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
OR BK 10991 PG 1902 Page 6 of 9 <br />7.03.01 Table 2 Traffic Study Assumptions (Detailed). <br />Traffic Study Assumptions <br />Description <br />1. Traffic study requirements <br />Traffic impact statement (TIS) <br />-<-4 'nn gF^ss a^'• t,;rs <= 100 dross PM Peak -Hour trips <br />Traffic impact analysis (TIA) <br />> 1,200 gros a.� > 100 gross PM Peak -Hour trips <br />2. Methodology statement <br />Site location, Site Plan <br />Trip gen (proposed land uses and sizes) <br />Trip distribution, growth rate, analysis procedures defined <br />3. Study area <br />Traffic impact analysis (TIA) <br />0 impaet to the adoptleA <br />uervi. 4e volume standard (defined by tl4 <br />1 ZT���4Zi[i�GCI-TLZ+Ci <br />Tr� Hot spot locations within I mile of project <br />4. Analysis period <br />Traffic impact analysis (TIA) <br />P.M. peak hours plus for office and industrial: a.m. peak hour <br />for project traffic & turn lane calculations <br />5. Project Traffic <br />Trip generation <br />Internal capture <br />ITE Handbook, internal capture must be < 20%. For internal <br />capture percentages greater than 20%, it must be documented <br />in an engineering study and approved by the city. <br />Pass -by capture <br />ITE Handbook, unless documented by engineering study. <br />Pass -by capture should be < 10% of total background traffic <br />of adjacent roadway. <br />Trip distribution <br />Traffic impact analysis (TIA) <br />Adopted Area model (CUBE model) <br />6. Existing conditions <br />Intersection counts <br />Study intersection counts within 1 year of methodology <br />Peak season adjustments <br />FDOT peak season correction factor <br />Roadway aunts <br />`1vuLl vv uy.v volt <br />UGC - n -.1;,,st n ts <br />FTl(lT ,vaL t; fi t <br />7. Background conditions <br />Vested developments <br />DRIs or other large developments tracked by city <br />Area growth <br />Based upon historical data up to 5 years, where available <br />8. Vested improvements <br />CIP improvements <br />Construction funded within 3 years <br />Development improvements <br />Development improvements within 3 years <br />9. Capacity analysis <br />
The URL can be used to link to this page
Your browser does not support the video tag.