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Item 6A and 6B Parking Analysis and Consultant's Reviews BURY
now Stantec Consulting Services Inc.
221 West Sixth Street Suite 600,Austin TX 78701-3411
Stantec
November 11, 2016
File: 1 981 101 1 1
Attention: Mr. Carl Schwab
RREAF Real Estate & Note Acquisitions
4245 North Central Expressway
Suite 420
Dallas, Texas 75205
Dear Mr. Schwab,
Reference: White Chapel Village Delta Hotel Shared Parking Study
This letter is in response to your request for a parking study analyzing shared parking between uses.
The proposed White Chapel Village Delta Hotel will have surface parking with 337 parking spaces.
The White Chapel Village will consist of various land-uses including, hotel, restaurants, and
conference center development. In order to determine the sufficiency of the proposed surface
parking in meeting the parking demand generated by White Chapel Village, full capacity of each
land use was considered for the parking analysis.
Site Description
The proposed site is located on the southeast corner of White Chapel Boulevard and the SH 114
eastbound frontage road, north of Highland Street. The site location is shown in Figure 1.
Design with community in mind
5
November 11,2016
Mr.Schwab
Page 2 of 6
Reference: White Chapel Village Delta Hotel Shared Parking Study
Figure 1: Site Map
fir
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Countryside (
Highland St.
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Legend:
!��' ❑ Project Site
Aerial Image Source: Google Earth
The White Chapel Village will consist of various land-uses including, hotel, restaurants, and
conference center development. Table 1 outlines the various land-uses with their respective density
and seating capacity.
TABLE 1 - REQUIRED PARKING PER LAND USE (WITHOUT SHARED PARKING)
ITE Parking
Site Land Use Code Density Unit Ratio Required
Hotel 310 240 rooms 1/ Room 240
White Chapel Restaurant/Barg 932 290 Seats 1/ 3 seats 96
Village BallroomB - 407 Seats 1/ 3 Seats 136
Meeting Spaces - 90 Seats 1 1/ 3 seats 30
Total Parking Required (Prior to Adjustments) 502
^The Restaurant/Bar will have 4,400 sf of dining space excluding the kitchen space or approximately 290 seats based on a
maximum 15 sf per occupant ratio
B The Ballroom will have 6,100 sf or approximately 407 seats based on a maximum 15 sf per occupant ratio
c The Meeting Space will have 1,350 sf or approximately 90 seats based on a maximum 15 sf per occupant ratio
Bl,c The 3,360 sf Pre Function is considered ancillary use to Ballroom and Meeting Space
Design with community in mind
�i
November 11, 2016
Mr.Schwab
Page 3 of 6
Reference: White Chapel Village Delta Hotel Shared Parking Study
Per the City of Southlake Off-Street Parking Section 35, 502 total parking spaces are required per the
various land-uses as shown within Table 1.
Shared Parking Analysis
The shared parking analysis for the White Chapel Village was completed following the Urban Land
Institute's (ULI) Guideline for Shared Parking as well as the Institute of Transportation (ITE) Parking
Generation Handbook. The ITE and ULI handbook was utilized to determine time of day distribution
as seen in Table 2. Based on the time of day distribution, the peak demand hour was determined
to be between 9-10 pm. The ULI handbook accounts for non-captive parking as well as driver ratios
as part of the adjustment factors. For the purposes of this analysis, the Restaurant land-use was
assumed to have an 85% non-captive adjustment. The Ballroom was assumed to have a 50% non-
captive adjustment which is consistent with the Westin Parking Study results. While the Westin study,
provided a 50% non-captive adjustment for both Restaurant and Conference/Meeting Space, a
more conservative approach to include an 85% non-captive adjustment for Restaurant and 50%
non-captive adjustment for the Ballroom was utilized for the White Chapel Village. ULI suggests that
for meeting spaces contained within a hotel below 20 sf per guestroom is considered incidental to
the hotel and does not create significant parking demand. The White Chapel Village is providing
meeting space that is approximately 5.6 sf per guestroom which is below the 20 sf recommended
breaking point. As a conservative approach, the Meeting Space was assumed to have a 25%non-
captive adjustment based on the intended usage to be a hotel small conference which is consistent
with the Cambria Hotel Parking Study results which also utilized a 25% non-captive adjustment. In
addition, the driver ratio was assumed to be 100%for all land uses. Upon understanding the various
adjustment factors, the required parking without shared parking was adjusted by the above
mentioned factors to obtain the total required parking for shared parking. The adjustment factors
as well as the shared parking requirement can be seen within Table 3.
Design with community in mind
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November 11, 2016
Mr.Schwab
Page 5 of 6
Reference: White Chapel Village Shared Parking Study
TABLE 3 - ADJUSTED SHARED PARKING REQUIREMENTS
Peak Hour Adjusted
Unadjusted Adjustment Non Peak Hour
Land Uses Demand 9:00 PM Captive Driver Ratio Demand
Hotel 240 204 1000 1000 204
Restaurant/Bar 96 60 850 1000 52
Ballroom 136 136 500 1000 68
Meeting Space 30 30 250 1000 8
Total Required Parking 502 Shared Parking Required 332
Spaces w/o Shared Parking
As seen in Table 3 above, the Restaurant is estimated have an 85% non-captive adjustment factor
the Ballroom will have a 50% non-captive adjustment factor, and the Meeting Space will have a
25% non-captive adjustment factor which has been which have been discussed previously within
this memorandum.
Upon the completion of the analysis, it was found that by sharing parking between uses, the White
Chapel Village Delta Hotel will need to provide 332 parking spaces to accommodate the peak
parking period of at 9:00 pm. Currently,the development is providing 337 parking spaces;therefore,
the development is over parked by 5 spaces and no additional parking spaces are required for the
White Chapel Village Delta Hotel.
In addition to the dedicated off-street parking, three valet plan options for the site have been
provided to allow up to 28 additional parking spaces for events occurring during the peak hour and
to accommodate the overflow parking during special events.
Design with community in mind
V:\1981\active\19811011 1\Traffic\4.00 Reports and Documents\4.01 Engineering Reports\2016-1 1-11 Schwab.docx/ks
November 11, 2016
Mr.Schwab
Page 6 of 6
Reference: White Chapel Village Delta Hotel Shared Parking Study
We appreciate your office's review of this document and look forward to working with you. If you
should have any questions please do not hesitate to contact us at 512.328.0011.
Regards,
STANTEC CONSULTING SERVICES INC.
P
Nicola Gheno, P.E., PTOE """'...... °'°...
v NICOLA GHENO
Civil Engineer �••-•••...•.•••.............
Phone:512.328.001 1 Pf�. 117180 :�A
Fax:512.328.0325 �qPA
Nicola.gheno@stantec.com �RSNA ��yG
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Design with community in mind
Stantec Consulting Services Inc.
Stantec 221 West Sixth Street Suite 600,Austin TX 78701-3411
November 11, 2016
File: 1981 101 1 1
Attention: John Denholm III, P.E., PTOE
Project Manager
Lee Engineering
3030 LBJ Freeway, Suite 1660
Dallas, Texas 75234
Dear Mr. Denholm,
Reference: Comment Response
White Chapel Village Delta Hotel Parking Study Review
Southlake, Tarrant County, Texas
This is our response to comments received from your office on November 2,2016. We have reviewed
these comments and respond in the following manner:
Action Comments
6. Previously the study stated 10,810 square feet of meeting space was proposed within
the planned hotel. The study no longer details how many square feet of meeting space is
included in the proposed hotel. Please cite the planned square footage of meeting
space within the hotel that was used in the updated analysis.
The equivalent square footage for the Ballroom and Meeting Space have been provided
as footnote references within the memorandum.
7. The concept development plan included in the 2016-10-24 Delta Southlake Center S-P-
2 Zoning Submittal depicts the proposed Delta Hotel Development as well as the following
buildings and uses:
• Two (2) five (5) story office buildings with retail and parking below grade.
• One (1) six (6) story office building.
• A three (3) story parking garage with retail space.
• A separate retail space.
• It is important to recognize that the uses shown in the latest concept plan
are more intense than the uses analyzed in the traffic impact analysis
submitted and reviewed previously for the White Chapel Village Site. The TIA
should be updated to reflect the latest plan.
A meeting with the City and Lee Engineering to discuss the outcome of updating the TIA for
the purposes of improvements related to the hotel is requested.
Design with community in mind
�i
November 11, 2016
Mr. Denholm III, P.E., PTOE
Page 2 of 5
Reference: Comment Response
8. The Concept Development Plan indicates that no cross access is planned to the adjoining
medical center property along either the eastern or southern property lines.
• The site plan that accompanied the traffic impact analysis included cross access in
at least one location.
• Shared access to the medical developments to the east and Highland Street to the
south are suggested to provide for safer and more efficient flow of traffic
accessing both properties.
We will provide (2) easements on the eastern side of our property line for future connection
to the medical development.
9. While not part of the subject property, no information about the size and intensity of the
adjoining medical developments was contained on the Concept Development Plan
page. We are unable to determine at this time if the shown medical uses match those that
were accounted for in the original traffic studies for the Forest Park Medical Development.
The a visual of the adjoining medical development was included based on staff request
but detailed information regarding the size and intensity of the adjoining medical
developments are not available at this time.
10. The operating status of the existing hospital on the property to the east is unclear in the
submitted traffic impact analysis for the White Chapel Village development. It is possible
that the hospital may have been operating at lower levels or may have already ceased
operations when the background counts were collected for the traffic impact analysis. It is
unlikely that a fully operational hospital has been adequately accounted for in the original
White Chapel Village TIA.
Per email scoping exchange between Josh Smith and John Denholm on April 2, 2015, the
full capacity of the eastern hospital was not discussed as background development or
suggested additional traffic to be included with the TIA.
11. The planned medical office building towers and structure parking on the medical site to the
east was not accounted for in the background traffic for the White Chapel Village Traffic
Impact analysis. The City should consider requiring the TIA to be updated in order to provide
an analysis that accounts for planned allowed medical-office uses in the vicinity.
Per email scoping exchange between Josh Smith and John Denholm on April 2, 2015, the
Forest Park Medical Development was not discussed as background development or
suggested additional traffic to be included with the TIA.
12. Previously we had commented that "The time of day distribution for the 10,810 square
Design with community in mind
V:\1981\active\19811 0111\Traffic\6.00 Files out\1981\2016-11-11\20161111_denholm.docx/ks
�i
November 11, 2016
Mr. Denholm III, P.E., PTOE
Page 3 of 5
Reference: Comment Response
feet of meeting space does not appear reasonable as no vehicles are assumed to be
parked after 5:00 PM. An evening event for the space should be accommodated." The
applicant revised the study to use ULI Shared Parking demand percentages for a
conference center resulting in 500 of the conference center parking demand during the
6 PM hour, 30%from 7 PM to 9 PM and 10%during the 9:00 PM hour.
• Lee Engineering still maintains that an evening event for the space should be
accommodated. Based on a review of Delta hotel meeting and space planning
information on the Marriott/Delta hotel websites, weddings are desired events for
the other locations in the Delta brand. Lee Engineering believes an evening event,
that fully utilizes the largest ballroom, such as a wedding, should be
accommodated by the site.
• Notably, Shared Parking contains hourly time-of-day factors for
Conference/Banquet facilities within a Hotel as well as the Convention use. While
the study applied Convention though it would appear that Conference/Banquet is
more appropriate during the evening hours as demand is shown as 100%from 5:00
PM to 10:00 PM.
• Previously Lee Engineering had commented that "The proposed site has 10,810
square feet of meeting space with an unknown mix of room and seating
configurations which would likely further increase the code required parking. More
information about the proposed meeting space is required in order to evaluate the
amount of parking necessary to accommodate the use." The parking study no
longer includes the total square footage of meeting space, no breakdown or
other detailing of the planned space is provided, and the study simply states that
540 seats are available in the conference center. Additionally, in a comment
response document, the applicant states that: "The parking ratio has been
changed to a seating ratio which provides a seating capacity that is consistent
other developments with similar land uses that have recently been approved and
developed within the area." Because the size of the meeting space has been
removed, the reasonableness of the selected number of seats and seating ratio
cannot be assessed. The seating ratio should be based on the planned hotel
configuration, or on similar Delta Hotel facilities.
• Based on the information in the study, the Conference/Banquet use is more
appropriate than Convention. Convention use is applicable to hotel space that
can accommodate 1,000 persons or more. The study suggests only 540 persons
can be accommodated in the meeting spaces.
Design with community in mind
V:\1981\active\19811 0111\Traffic\6.00 Files out\1981\2016-11-11\20161111_denholm.docx/ks
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November 11, 2016
Mr. Denholm III, P.E., PTOE
Page 4 of 5
Reference: Comment Response
The Parking Study has been updated to reflect the intended usage to the space as it
relates to Ballroom versus Meeting Space. Each space has been broken down by square
footage and seating based on planned hotel configuration. The time of day distribution has
been updated to include the Conference/Banquet as listed by the ULI Shared Parking
Manual.
13. Lee Engineering previously commented that the 85% non-captive adjustments for
restaurant and conference center "appear to be assumptions loosely based on the ULI
methodology. Please further indicate how these were obtained or assumed."
• Engineering judgement was cited in the comment response document as the basis
for the assumed non-captive adjustments. Sufficient evidence of the
reasonableness of the original 85% percent assumption for the conference center
was not provided.
• Furthermore, the non-captive adjustment for conference center was changed from
85% in the initial study to 25%in the study being reviewed.
1. The study included minimal justification for the reduction from 85% to 25%
concluding that "a large proportion of patrons of the conference center
are anticipated to lodge at the hotel and dine at the on-site restaurant,
therefore justifying the 25% non-captive adjustment factor." This change
in the non- captive ratio reduces the site's estimated parking needs by over
100 spaces and does not appear to be a reasonable assumption.
I The 25%used in the study is applicable to Convention uses within a Hotel. This
site does not appear to be similar to the Convention use based on the
information presented in the study that only 540 seats are present in the
meeting spaces.
iii. Shared Parking recommends that a 60% non-captive rate be considered the
starting point for the conference/banquet use and shows a range from 60%-
70%for the meeting space associated with various hotel types.
IV. Additionally, when you consider the 540 persons attending the meeting
space, a 25% non-captive rate would suggest that 405 people are staying in
the 240 rooms at the hotel. This would be an average of almost 1.7 persons
per room, far higher than the average of 1.2 persons per room presented in
Shared Parking.
An update to the non-captive adjustments and rational have been included within the
revised memorandum.
14. Previously Lee Engineering commented that "the shared parking analysis presented does
Design with community in mind
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November 11, 2016
Mr. Denholm III, P.E., PTOE
Page 5 of 5
Reference: Comment Response
not take into account the interaction of other land uses within the development such as the
planned office buildings and retail spaces. These usesshould be included in the analysis."
• The applicant's comment response indicates that 'At this time, the land uses
currently presented are the only uses that are currently plonned to be built. It is the
developer's intent tocomplete an additional shared parking studyas further land uses
are intended to be developed and constructed.
• Lee Engineering requested the parking analysis incorporate the entire
development and not just the Hotel site because Lee Engineering is of the
opinion that the Hotel portion of the site is underparked and that a shared
parking analysis for the entire development may indicate otherwise suitable
operations.
15. The parking study submitted does not sufficiently support the need for only 337 parking
spaces as proposed.
Please contact our office should you have any questions or if we can be of further assistance.
Sincerely,
STANTEC CONSULTING SERVICES INC.
61i w& opo
Nicola Gheno, P.E., PTOE
Civil Engineer
Phone: 512.328.001 1
Fax: 512.328.0325
Nicola.Gheno@stantec.com
Design with community in mind
V:\1981\active\198110111\Traffic\6.00 Files out\1981\2016-11-11\20161111_denholm.docx/ks
ARIZONA
TEXAS
NEW MEXICO
OKLAHOMA
Lig inonrirc:vinc
November 14, 2016
Steven Anderson, P.E.
City of Southlake
1400 Main Street, Suite 320
Southlake,Texas 76092
Re: White Chapel Village Delta Hotel Parking Study Review#3
Dear Mr. Anderson:
Per your request, we have completed a review of the updated parking study for the proposed White Chapel
Village Delta Hotel,to be located on the southeast corner of the intersection of White Chapel Boulevard and
the SH 114 eastbound frontage road in Southlake, Texas. The parking study was prepared by Stantec
Consulting Services, Inc., and dated November 11, 2016 along with a comment response letter dated
November 11, 2016. Also included in the materials for review was Phase I Valet Diagram by Cole Design
Group
This letter supplements previous review correspondence and updates specific items listed below. Other
comments in previous reviews pertaining to the traffic impact analysis or the parking study that have not been
modified by the content of this review or by the applicants submittals remain in effect.
Comments are numbered for ease of reference and the numbering does not imply any ranking. We have
divided our comments into two categories—informational Comments are those that require no action by the
City or the applicant. Action Comments are those that require a response or action by the City or applicant.
We offer the following comments on the submitted study.
i
INFORMATIONAL COMMENTS(REQUIRE NO ACTION BY CITY OR APPLICANT)
1, The text of the study indicates that the land uses within the development consist of a hotel with
associated meeting/conference facilities and a restaurant. The sizes and descriptions of the uses
have changed from the prior submittals. The hotel will include 240 rooms and a now is described as
having a 290 seat restaurant/bar consisting of 4,400 square feet of dining space excluding the kitchen
areas. The study describes the site as having a 6,100 square foot ballroom with approximately 407
seats as well as 1,350 square feet of meeting space with approximately 90 seats. Pre-function space
of 3,360 square feet is described as being an ancillary use to the ballroom and meeting space and
was not included in parking calculations.
3030 L8J Freeway,Suite 1660, Dallas,TX 75234
(972) 248-3006 office (972)248-3855 fax I www.leeengineering.com Page 1 of 3
2. The study indicates that the site is currently planned to include 337 parking spaces and that "three
valet plan options have been provided to allow up to 28 additional parking spaces for events
occurring during the peak hour and to accommodate the overflow parking during special events."
3. Previously we had commented that "The time of day distribution for the 10,810 square feet of
meeting space does not appear reasonable". This has been corrected.
4. The study utilized a base parking demand rate of 1.0 space per room for the hotel based on City Code.
ULI Shared Parking provides a higher base parking rate (1.18 to 1.25 spaces per room) for hotel and
for a conference/banquet use within a hotel (30 spaces per 1,000 square feet). Use of the ULI parking
demand rates would likely result in peak parking demand exceeding the proposed number of spaces.
5. As a secondary check, Lee Engineering generated parking demand using ITE Parking Generation for
a 240-room hotel along with a 290 seat restaurant space. All meeting and banquet space was
assumed to be included within the hotel, as ITE Parking Generation does not provide parking data
for this land use separately. The use of seats in the latest iteration of the study increases the
projected parking demand associated with the restaurant/bar component of the site. The parking
demand calculation along with a shared parking adjustment results in an average weekend demand
of 350 spaces and an 85`r' percentile demand of 483 spaces.
ACTION COMMENTS(REQUIRE RESPONSE OR ACTION BY CITY OR APPLICANT
6. It is the opinion of Lee Engineering that the latest parking study submitted does not sufficiently
support the request for only 337 parking spaces as proposed.
7. The response memorandum indicates that two easements to provide points of cross access to the
east will be provided by the development.
• We agree that cross access should be provided to the adjacent medical developments to
the east.
• It is unclear if cross access will impact the proposed number of parking spaces for the
development.
8. Lee Engineering does not believe the non-captive adjustments for the Ballroom or Meeting Space
components are reasonable.
• The 25%used in the study for meeting space is applicable to convention uses within a Hotel.
Convention uses can accommodated more than 1,000 attendees. This banquet and meeting
space does not have sufficient capacity to be a convention space.
LCC imci icisi IC Page 2 of 3
• Shared Parking recommends that a 60% non-captive rate be considered the starting point
for the conference/banquet use and shows a range from 60%-70% for the meeting space
associated with various hotel types. The rates used in the study should be in this range, not
the 50%and 25%currently presented in the study.
• Additionally, the application of the captive/non-captive ratios to the number of seats at the
restaurant, the ballroom, and the meeting space, suggest that 299 people would be staying
in the 240 rooms at the hotel.
If you have any questions, please contact me at (972) 248-3006. We appreciate the opportunity to provide
these services and are available to address any additional comments or concerns.
Sincerely,
John Denholm III, P.E., PTOE
Project Manager
Lee Engineering
TBPE Firm F-450
LCC Cncinra:nne Page 3 of 3