My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
9/22/1998
CBCC
>
Meetings
>
1990's
>
1998
>
9/22/1998
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/23/2015 12:10:58 PM
Creation date
6/17/2015 11:19:40 AM
Metadata
Fields
Template:
Meetings
Meeting Type
Regular Meeting
Document Type
Minutes
Meeting Date
09/22/1998
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
117
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
methodology as set forth in the Florida Department of Transportation Level of Service Manual. <br />Available capacity is the total capacity less existing and committed (vested) traffic volumes; this is <br />updated daily based upon vesting associated with project approvals. <br />The traffic capacity for the segment of 45" Street adjacent to this site is 760 trips (peak hour/peak <br />season/peak direction) at Level of Service (LOS) "D," while the Total Segment Demand (existing <br />traffic volume + vested traffic volume) on this segment of 45" Street is 352 trips (peak hour/peak <br />season/peak direction). The additional 34 peak hour/peak season/peak direction trips created by the <br />most intense use of the subject property under the proposed amendment would increase the Total <br />Segment Demand peak hour/peak season/peak direction. trips for this segment of 45`h Street to <br />approximately 386. <br />Based on the above analysis, staff determined that 45`h Street and all other impacted roads can <br />accommodate the additional trips without decreasing their existing levels of service. <br />As part of the concurrency review process, the applicant has submitted a Traffic Impact Analysis <br />(TIA). The county's Traffic Engineering Division has reviewed and approved that TIA. Information <br />from the applicant's TIA is displayed in table 2. This table identifies each of the impacted roadway <br />segments associated with the proposed land use designation. As indicated in table 2, sufficient <br />capacity is available in all of the segments to accommodate the projected traffic associated with the <br />request. <br />Table 2: Traffic Concurrency Determination <br />Impacted Road Segments <br />(peak hour/peak season/peak direction) <br />Link <br />Road <br />From <br />To <br />Segment <br />Capacity <br />LOS "D" <br />Existing Demand <br />Total <br />Segment <br />Demand <br />Available <br />Segment <br />Capacity <br />Project <br />Demand <br />Positive <br />Concurrency <br />Deter - <br />mination <br />Existing <br />Volume <br />Vested <br />Volume <br />1365N <br />U.S. 1 <br />410 St <br />451° St <br />2,650 <br />1,011 <br />80 <br />11091 <br />1,559 <br />7 <br />Y <br />1365S <br />U.S. 1 <br />410 St <br />451° St <br />2,650 <br />785 <br />78 <br />863 <br />1,787 <br />7 <br />Y <br />1370N <br />U.S. 1 <br />451° St <br />49t0 St <br />2,650 <br />948 <br />102 <br />1,050 <br />1,600 <br />2 <br />Y <br />13705 <br />U.S. 1 <br />45th St <br />49th St <br />2,650 <br />730 <br />123 <br />853 <br />1,797 <br />2 <br />Y <br />2345N <br />Old <br />Dixie <br />Hwy <br />410 St <br />4511 St <br />880 <br />189 <br />28 <br />217 <br />663 <br />2 <br />Y <br />2345S <br />Old <br />Dixie <br />Hwy <br />410 St <br />45th St <br />880 <br />200 <br />30 <br />230 <br />650 <br />3 <br />Y <br />2350N <br />Old <br />Dixie <br />Hwy <br />45i° St <br />49f0 St <br />880 <br />44 <br />30 <br />74 <br />806 <br />2 <br />Y <br />2350S <br />Old <br />Dixie <br />Hwy <br />45th St <br />49f0 St <br />880 <br />49 <br />31 <br />80 <br />800 <br />1 <br />Y <br />294ON <br />43"' Ave <br />26'h St <br />410 St <br />880 <br />305 <br />40 <br />345 <br />535 <br />4 <br />Y <br />2940S <br />43a° Ave <br />26`h St <br />410 St <br />880 <br />338 <br />45 <br />383 <br />497 <br />7 <br />Y <br />2945N <br />430° Ave <br />410 St <br />451h St <br />760 <br />192 <br />25 <br />217 <br />543 <br />11 <br />Y <br />2945S <br />43°' Ave <br />410 St <br />4510 St <br />760 <br />167 <br />27 <br />194 <br />566 <br />17 <br />Y <br />2950N <br />43"' Ave <br />45th St <br />49th St <br />760 <br />87 <br />16 <br />103 <br />657 <br />6 <br />Y <br />2950S <br />43'" Ave <br />451° St <br />49t0 St <br />760 <br />60 <br />21 <br />81 <br />679 <br />4 <br />Y <br />3035N <br />58th Ave <br />410 St <br />451h St <br />760 <br />337 <br />65 <br />402 <br />358 <br />5 <br />Y <br />3040S <br />581° Ave <br />45'° St <br />49t0 St <br />760 <br />261 <br />59 <br />320 <br />440 <br />4 <br />Y <br />4330E <br />451° St <br />58'° Ave <br />43id Ave <br />760 <br />179 <br />34 <br />213 <br />547 <br />9 <br />Y <br />September 22, 1998 <br />43 <br />BOOK 107 PAGE 110 <br />
The URL can be used to link to this page
Your browser does not support the video tag.