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Item 7A.TIA Addendum 6-2-08l- INNOVATIVE TRANSPORTATION SOLUTIONS INC.
2701 Valley View Lane ♦ Farmers Branch, Texas 75234 ♦ (972) 484-2525 • (972) 484-4545
Technical Memorandum
TO: Bob Price, P.E.
FROM: Scott Bootb, P.E.
DATE: June 2, 2008
RE: Carillon TIA report
Innovative Transportation Solutions, Inc (ITS) has reviewed the letter, to the City of Southlake
from Lee Engineering dated May 28, 2008. The following memorandum contains ITS'
responses to comments and questions.. Original comments/questions are included for
clarification. Supporting documentation is attached to the memorandum.
1) In Section L L I (Proposed Infrastructure), the report states that two lanes of White
Chapel Road adjacent to the development will be constructed as part of the development
from the AH 114 westbound frontage road to the Main Development Drive
approximately 1300 to the north. The report is unclear if the lanes will replace the
existing roadway or if the construction will provide two additional lanes.
To clarify, the plan is for the development to essentially replace the existing two-
lane roadway with one half of the future four-lane divided roadway up to
Kirkwood (Main Development Drive). Between Driveway A and SH-114
(westbound frontage road) the full four-lane roadway would be built and then
transition back to the two-lane roadway. Left-turn lanes would be provided at
Driveway A and Kirkwood. Attached are Synchro analysis repots that show
acceptable LOS rankings at the Kirkwood intersection with White Chapel being
only two lanes and no southbound left-turn lane,
2) Twenty-four (24) hour traffic volumes (April 2008) and turning movement counts (May
2006) were collected and are provided in the appendix, These traffic counts do not match
with the existing traffic counts shown in Appendix B, Exhibit 2 and 3.
The historical 2006 turning movement counts were added to the report, but the
2008 was inadvertently omitted, The 2008 turning movement counts are
attached to the memorandum.
MefINNOVATivE TRANSPORTATION SOLUTIONS INC.
( 2701 Valley View Lane ♦ Farmers Branch, Texas 75234 ♦ (972) 484-2525 4 (972) 484-4545
3) The report states that the growth rates were calculated based on historical traffic counts
from 2006 and TxDOT traffic count maps, but no TxDOT data was provided in the report
to substantiate the project 6.25 percentage growth rate.
The TXDOT counts were only used a verification of the 6.25 percent average
growth rate determined by the turning movement counts. TxDOT counts from
2004 (61,000 vpd) and 2006 (69,000 vpd), which is the latest available, were
used for a comparison calculation. From 2004 to 2006 is a 111 percent
increase, which corresponds to an approximate 635 percent annual growth rate..
4) No discussion is included about the construction of 'a westbound right turn at White
Chapel and SH 114 westbound frontage road. The projected right-turn volumes in the
PM peak hour (155 vph) in the build-out (2015) total conditions show that construction
of this turn bay should be considered,
Given the low through volumes on the frontage road (229 vehicles in the PM
peak) and the good LOS ranking at the intersection, ITS felt that a right-turn
deceleration would not be necessary However, at a minimum, it is
recommended that the ROW for a future right-turn lane be preserved for passible
construction.
5) No discussion is included on the construction of left-turns at the site driveways. The
Synchro analysis at build-out (2015) total conditions assumes the following left-turn
lanes are in place:
+ White Chapel Boulevard and Drive A
+ White Chapel Boulevard and Main Development Drive
See Item 1 above..
6) A driveway spacing analysis was not included in this traffic study for the driveways
along the All 114 westbound frontage road. TxDOT spacing requirements for the
frontage connections at 45 mph is 360 feet. The deceleration lane requirements from
frontage road connections at 45 mph are 30 feet of storage and 345 for deceleration.
Based on the site plan provided in the appendix, the site has approximately 2600 feet of
frontage along SH 114 westbound frontage road. Further analysis needs to be completed
to determine if sufficient spacing exists along SH 114 for the number of driveways
shown in the site plan..
The posted speed limit on the westbound SH 114 frontage road is 40 miles per
hour. Per TxDOT Access Management Guidelines, the required spacing
between driveways is 305 feet. The required length of a right-turn deceleration
lane is also 305 feet. This is 275 feet for deceleration and 30 feet for storage,
The 50 foot taper is included in the deceleration portion per TxDOT
requirements..
J' FyT INNOVATIVE TRANSPORTATION SOLUTIONS INC.
2701 Valley View Lane ♦ Farmers Branch, Texas 75234 ♦ (972) 484-2525 * (972) 484-4545
Since the submission of the TIA report, the site plan has been altered to reduce
the number of driveways (elimination of Drive E listed in the TIA report) on the
SH 114 frontage road. The elimination of the additional drive should not
significantly impact the operations of the development since the additional
volumes is shifted to a driveway that will have a right-turn deceleration lane,
The only potential conflict in spacing appears to be between Street C and the
proposed driveway feeding the parking structure on the southwest corner of the
site This conflict has been brought to the attention of the developer, which is
working on a possible solution to move the driveway further to the west, but still
provide required spacing from White Chapel and a future westbound right-turn
lane at White Chapel. In the event that the spacing cannot be met, it is possible
to eliminate the drive from the frontage road altogether, The parking structure is
planned to have 750 spaces, which can adequately be served by two
entrance/exit points if necessary.
HUM unsignalized Intersection Capacity Analysis
28: Main Development Road & White Chapel Rd AM peak - 2015 Build-cut
f- I- t
~C, zCOrrtl[c volume 1085 w 464 _ w _ ✓ 49[} t u e . w
vC1, stage 1 conf Vol ._E__ ~
Volume a 66 0 0 42
cSH _ 218 590 1700 1044
- n~
Ylllilillilll Illii i~
Innovative Transportation Solutions Synchro 6 Report
~lpsiream signal~(~_~ ""-~~•a. ` ` s.1~~ 3 _w..~..~ _ti _ -
pX, platoon unblocked 0.95 0.95 0.95
vCu, unblocked Vol 1090 436 464
Average Delay 2.4
rafersectlon'CapabIty_LltaIr mn 657_°1- ICIJ Level of enrice C
Analysis Period (min) 15_.~_,>_.
HCM Unsignalized Intersection Capacity Analysis
28: Main Development Road & White Cha el Rd PM Peak - 2015 Build-out
f t `1-
Innovative Transportation Solutions Synchro 6 Report
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