Item 6CCITY OF
S0UTHLA1<,,,,E
Department of Planning & Development Services
STAFF REPORT
February 22, 2022
CASE NO: ZA22-0009
PROJECT: Site Plan for Lakeside Presbyterian Church Expansion
EXECUTIVE
SUMMARY: Lakeside Presbyterian Church is requesting approval of a Site Plan to revise a
previous condition of approval for Case ZA14-057 related to the addition of
approximately 17,382 square foot expansion to the existing church on property
described as Lot 13R, J. G. Allen No. 18 Addition, an addition to the City of Southlake,
Tarrant County, Texas and located at 2701 W. Southlake Blvd., Southlake, Texas.
Current Zoning: "CS" Community Service District. SPIN Neighborhood # 11.
REQUEST
DETAILS: The applicant is requesting removal of the condition requiring construction of a
deceleration/right-turn lane along W. Southlake Boulevard that was based on the
findings of the traffic study conducted as part of the 17,382 square foot two-story
expansion to the existing church to enlarge the chapel and to create classroom
space. Only the first level of the expansion was finished out initially. A new study
has been done by the Church's Traffic Engineer, dated January 14, 2022 and
shows the decel lane is not actually needed. The City's Traffic Engineering
Consultant's review dated February 1, 2022 concurs. The Traffic Impact Analysis
and City's review are attached.
ACTION NEEDED: 1) Conduct a Public Hearing
2) Consider Site Plan Approval
ATTACHMENTS: (A) Background Information
(B) Vicinity Map
(C) SPIN Meeting Report dated March 25, 2014
(D) Plans and Support Information, Original Traffic Analysis & Review
(E) Site Plan Review Summary No. 1 Dated February 11, 2022
(F) Surrounding Property Owners Map and Responses
Traffic Impact Analysis
City's TIA Review
Presentation
STAFF CONTACT: Dennis Killough (817)748-8072
Case No.
ZA14-057
BACKGROUND INFORMATION
OWNER /APPLICANT: Lakeside Presbyterian Church
PROPERTY ADDRESS: 2701 W. Southlake Blvd.
PROPERTY
DESCRIPTION: Lot 13R, J. G. Allen No. 18 Addition
LAND USE CATEGORY: Public/Semi-Public
CURRENT ZONING: "CS" Community Service District
HISTORY: - A Zoning Change and Concept Plan (ZA94-118) from "AG" Agricultural
District to "CS" Community Service District was approved by City Council on
December 6, 1994.
- A Site Plan (ZA05-035) for Lakeside Presbyterian Church was approved by
City Council on June 7, 2005.
- A Plat Showing (ZA05-089) for Lot 13, J. G. Allen No. 18 Addition was filed
December 9, 2005.
- An Amended Plat (ZA08-090) for Lot 13R, J. G. Allen No. 18 Addition was
filed on September 19, 2008.
- A Site Plan to add 28 parking spaces was approved June 19, 2012.
- August 5, 2014; (ZA15-057) City Council approved (7-0) pursuant to the Site
Plan Review Summary No. 2, dated July 11, 2014 noting approval of the
variance for the horizontal articulation on the south side of the building, and
also noting that prior to issuing a building permit for the second floor the
applicant will be required to submit plans for a decel lane and must have that
completed prior to issuance of a Certificate of Occupancy for the second floor.
PATHWAYS PLAN: The 2030 Pathways Plan shows an existing 8' multi -use trail along W.
Southlake Blvd.
TREE PRESERVATION: The Tree Preservation Plan shows 78% of the existing canopy to be
preserved and 60% is required to be preserved.
TRANSPORTATION
ASSESSMENT: Original Traffic Impact Analysis (TIA) that with Case ZA14-0057 was
submitted for the project and review by the City's Consultant indicated the
need for a deceleration lane on W. Southlake Blvd. with the finish out of the
second floor of the expansion in the future. A new study has been done by the
Church's Traffic Engineer, dated January 14, 2022 and shows the decel lane
is not actually needed. The City's Traffic Engineering Consultant's review
dated February 1, 2022 concurs. The Traffic Impact Analysis and City's review
are attached.
CITIZEN INPUT/
BOARD REVIEW: A SPIN meeting for this project was held March 25, 2014. The report from that
meeting is included as Attachment C of this report.
PLANNING AND ZONING
COMMISSION ACTION: February 17, 2022; Approved (6-0) subject to the staff report dated February
Case No. Attachment A
ZA22-0009 Page 1
11, 2022 and Site Plan Review Summary No. 1, dated February 2, 2022 with
the following recommendations to the applicant; that more details of the Traffic
Impact Analysis (TIA) be expounded to City Council, and that future growth of
the church may cause the City to revisit the issue of whether a decel lane is
necessary.
CITY COUNCIL ACTION:
STAFF COMMENTS: Attached is Site Plan Review Summary No. 1, dated February 11, 2022.
Case No. Attachment A
ZA22-0009 Page 2
Vicinity Map
2701 W. Southlake Blvd.
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ZA22-0009
Site Plan for Lakeside Presbyterian
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1,320
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Case No. Attachment B
ZA22-0009 Page 1
13SOUTHLAKE
SPIN MEETING REPORT
CASE NO. Project submittal pending
PROJECT NAME: Lakeside Presbyterian Church
2701 W. Southlake Boulevard
SPIN DISTRICT: SPIN # 11
MEETING DATE: March 25. 2C14: 6:00 PM
MEETING LOCATION: 1400 Main Street. Southlake, TX
City Council Chambers
TOTAL ATTENDANCE: Eighteen (18)
• SPIN REPRESENTATIVE(S) PRESENT: Vic Anrtry #7, Monique SchT #11, and Matt
Schire
• APPLICANT(S) PRESENTING: Devon Parsons
• STAFF PRESENT: Patty Moos, Planner I
STAFF CONTACT: Pending
EXECUTIVE SUMMARY
Property Situation
• The property is located at 2701 W. Southlake Boulevard,
Development Details
• Enlarge the church sanctuary from 226 seats to 422 seats
• Build a 2-story 10,447 sf classroom building
• Add adc
ionai oo parKing spaces Tor a total oT .1 nr spaces to an existing i
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Site Plan
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Case No. Attachment C
ZA22-0009 Page 1
View South
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View Southwest
View Northeast
Case No. Attachment C
ZA22-0009 Page 1
View Northwest
View Southeast
QUESTIONS 1 CONCERNS
How can someone contact you for questions? Devon Parsons at
DParsons@nationwidec;onstruction.us
Meeting presentation ended at 6:05 pm
SPIN Meeting Reports are general ohservations of SPIN Meetings by City staff and SPIN Representatives. The report is neither verbatim nor official
meeting minutes, rather it serves to inform elected and appointed officials, City staff, and the public of the issues and questions raised by residents and
the general responses made. Responses as summarized in this report should not be taken as guarantees by the applicant_ Interested parties are
strongly encouraged to follow the case through the Planning and Zoning Commission and final action by City Council.
Case No. Attachment C
ZA22-0009 Page 1
OVERALL SITE PLAN
WE
D(TENTS OF 915flING
BUILDING TO REMAIN
OVERALL BUILDING
17.332 SO, F.
DRAINAGE
.DINGL NE
__ .........
Case No. Attachment D
ZA22-0009 Page 1
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Case No. Attachment D
ZA22-0009 Page 2
ORGINAL TRAFFIC IMPACT ANALYSIS SUMMARY
ZA14-057
CONCLUSIONS
The proposed expansion to Lakeside Presbyterian Church is expected to increase entering right -
turn trips before church and exiting right -turn trips after church. With existing conditions, the
level of service before and after church is LOS B for the northbound approach, and LOS A for
the intersection as a whole. This level of service is not expected to change after the proposed
expansion is complete.
This study also considered the necessity of adding more storage length to the site's driveway,
and adding a right -turn deceleration lane to handle the added traffic. According to the City of
Southlake's driveway ordinance, neither of these improvements would be required. In the case
of the right -turn deceleration lane, the Southlake driveway ordinance states that such a lane
may be needed but is not required.
Since the study was based on full build -out and church's unfinished space will not be
immediately utilized, the need for a right -turn deceleration lane can be considered at a later
date. Even with full build -out the right -turn deceleration lane may not be needed since data
was collected in the summer when the church doesn't have Sunday school classes and only has
one church service. During the school year, the inbound trips will be spread out over the
Sunday school and church service times. When the church utilizes the un-finished space a study
may be done based on the actual attendance to determine if a right turn lane is needed at that
point in time.
Case No. Attachment D
ZA22-0009 Page 3
Original ZA14-057 LEE ENGINEERING REVIEW OF TRAFFIC IMPACT ANALYSIS
14 3030 LBJ FREEWAY
SUITE 1660
DALLAS,TX 75234
972-248-3006
www.LeeEngineering.com
CIF. iinanavnc
July 1.0, 2014
Steven Anderson, P.E.
City of Southlake
1400 Main Street, Suite 320
Southlake, Texas 76092
Re: Lakeside Presbyterian Church Traffic Assessment Study Review
Dear Mr. Anderson:
Per your request, we have reviewed the traffic study for the proposed expansion of Lakeside
Presbyterian Church prepared by Savant Group and dated June 30, 2014.
The proposed development consists of the expansion and construction of an existing Church located
along Southlake Boulevard (FM 1709) east of Watermere,
Our review 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 traffic impact
analysis.
INFORMATIONAL COMMENTS (REQUIRE NO ACTION BY CITY OR APPLI NT
1. The existing development is 6800 square feet according to the site plan.
2. The existing site driveway is on Southlake Boulevard east of Watermere Boulevard.
3. Based on traffic counts collected as part of this study the existing site generates 62 inbound
movements during the entering peak hour on a Sunday prior to services and 63 ex€t€ng
movements during the exiting peak hour after services.
4. According to the study, the existing count volumes were concentrated at a single Sunday
service. During the summer, this church does not operate Sunday school or multiple services
as they do during the school year.
ACTION COMMENTS (REQUIRE RESPONSE OR ACTION BY CITY OR APPLICANT
S. Based on information presented in the study there is a discrepancy in the size of the expansion,
making assessment of the study and site difficult.
o On Page 1 of the study it states that the existing building is 6,811 square feet and the
proposed expansion will add 10,683 square feet to the existing building, bringing the
total size to 24,305 square feet. The total size does not represent the summation of
the existing and expanded land use. The sum total would be 6,811410,683� 17,494.
Case No. Attachment D
ZA22-0009 Page 4
o Page 1 states the total expansion includes 10,459 square feet of unfinished space.
This is roughly equal to the entire expansion.
o The Site Plan appearing in the appendix hastwo figures depictingthe site, one showing
an expansion of 10,409 square feet and one showing an expansion of 9,302 square
feet.
o The size of the proposed expansion is unclear based on the conflicting data presented
in the text and site plans included in the study. Please clarifythe size of the expansion.
6. The trip generation data in table 3 and discussed on Page 5 is unclear in the methodology
used to generate the additional traffic anticipated from the expansion. The future traffic
volumes generated by the site do not appear to be generated usingthe existingtrip generation
rate based on counts; nor on the ITE trip generation rates,
o Based on the existing ratio of 62 inbound trips to 6,811 square feet one could expect
approximately 221 inbound trips with 24,305 square feet if a linear relationship is
assumed.
o ITE Trip generation for a 24,305 square foot church would generate a slightly higher
number of inbound trips than the estimate included in the study.
o Please clarify the calculation methodology used to arrive at the future traffic volumes
for the site.
7. The site parking layout shown in the site plan has a stun out in the southwest corner of the
property that appears suitable for serving additional future buildings on the site. If additional
buildings are planned on the site, their sizes and uses should be included in the study.
8. The study states that the need for a right turn deceleration lane can be considered at a later
date once the Church's unfinished space has been fully utilized. The need for the deceleration
lane should be determined now as part of the regular development process unless a
mechanism is developed to allow for the site to be re-evaluated and if required, a turn -lane
constructed by the applicant outside the traditional development process.
o The City of Southlake Driveway ordinance states that a right -turn deceleration lane on
arterials shall be provided if the number of right -turns exceeds 150 during the Sunday
design hour. The ordinance states that if the speed limit is exceeds 40 mph that a
deceleration lane may be required if the Sunday design hour volume exceeds 100
right -turns.
o Based on the projected right -turn traffic volumes included in the study (132), the
number of parking spaces (167), the potential for weekday evening events, and
additional future expansion possibilities on the site, we recommend that the City
pursue the installation of a deceleration lane at this driveway.
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,
A?.A_ �
John P. Denholm III, P.E., PTOE
Lee Engineering
TSPE Firm F-450
2
Case No. Attachment D
ZA22-0009 Page 5
SITE PLAN REVIEW SUMMARY
Case No.: ZA22-0009
Proiect Name: Site Plan — Lakeside Pres
APPLICANT: Gina McLean
Nationwide Construction
2151 N. Holland Rd.
Review No.: One
an Church
Date of Review: 02/11/22
OWNER: Bob Mackey
Lakeside Presbyterian Church
2701 W. Southlake Blvd.
Southlake, TX 76092
Phone: (817) 473-0484 Phone:
E-mail: gmclean@nationwideconstruction.us E-mail: bobmackey70@verizon.net
CITY STAFF HAS REVIEWED THE ABOVE REFERENCED PROJECT RECEIVED BY THE CITY ON
01/31/22 AND WE OFFER THE FOLLOWING STIPULATIONS. THESE STIPULATIONS ARE HEREBY
MADE CONDITIONS OF SITE PLAN APPROVAL UNLESS SPECIFICALLY AMENDED BY THE CITY
COUNCIL. IF YOU HAVE ANY QUESTIONS OR NEED FURTHER CLARIFICATION, PLEASE CONTACT
DENNIS KILLOUGH AT (817) 748-8072.
General Informational Comments
Subject to all conditions of the previous approval under Case ZA14-057 unless specifically
approved otherwise by City Council. The applicant requests removal of the deceleration/right-turn
lane requirement based on the findings of the new Traffic Impact Analysis attached.
No review of proposed signs is intended with this site plan. A separate building permit is required
prior to construction of any signs.
All mechanical equipment must be screened of view from rights -of -way and residential properties
in accordance with the Zoning Ordinance No. 480, as amended.
All lighting must comply with the Lighting Ordinance No. 693, as amended.
All development must comply with the Drainage Ordinance No. 605 and the Erosion and Sediment
Control Ordinance No. 946, as amended.
Development must comply with all requirements in Zoning Ordinance No. 480, Section 43,
Overlay Zones.
The applicant should be aware that prior to issuance of a building permit a Plat must be
processed and filed in the County Plat Records, a fully corrected site plan, landscape plan,
irrigation plan, and building plans, must be submitted for approval and all required fees must be
paid. This may include but not be limited to the following fees: Park Fee, Perimeter Street Fee,
Water & Sewer Impact and Tap Fees, and related Permit Fees.
Denotes Informational Comment
Case No. Attachment E
ZA22-0009 Page 1
SURROUNDING PROPERTY OWNERS
Lakeside Presbyterian Church
SPO#
ACREAGE
ZONING
PHYS_ADDR
OWNER -NAME
1
1.54
SF1-A
2740 W SOUTH LAKE
BLVD
PURI, MUKTA
2
1.24
SF1-A
102 JELLICO CIR
PURI, MUKTA
3
1.57
SP2
2801 W SOUTH LAKE
BLVD
SOUTHLAKE WATERMARK HOLDING LP
4
3.14
SP2
101 WATERMERE DR
DSL LANDLORD II LLC
5
2.95
SP2
201 WATERMERE DR
DSL LANDLORD II LLC
6
6.37
SP2
301 WATERMERE DR
SMYTH, HENRY
7
1.71
SF1-A
173 JELLICO CIR
PURI, MUKTA
8
1.78
SF1-A
2608 W SOUTH LAKE
BLVD
BONOLA FAMILY LTD PRTNSHP
9
0.36
RPUD
117 STONY BROOK WAY
YARAMATI, PRAVEEN
10
0.36
RPUD
113 STONY BROOK WAY
CREEKSIDE LAND COMPANY LTD
11
0.38
RPUD
109 STONY BROOK WAY
CREEKSIDE LAND COMPANY LTD
12
0.49
RPUD
101 STONY BROOK WAY
CREEKSIDE LAND COMPANY LTD
13
0.12
RPUD
106 STONY BROOK WAY
CREEKSIDE LAND COMPANY LTD
14
0.09
RPUD
102 STONY BROOK WAY
CREEKSIDE LAND COMPANY LTD
15
0.47
RPUD
105 STONY BROOK WAY
CREEKSIDE LAND COMPANY LTD
16
0.46
RPUD
100 STONY BROOK WAY
CREEKSIDE LAND COMPANY LTD
17
0.44
RPUD
108 STONY BROOK WAY
CREEKSIDE LAND COMPANY LTD
18
0.47
RPUD
112 STONY BROOK WAY
CREEKSIDE LAND COMPANY LTD
19
0.46
RPUD
116 STONY BROOK WAY
CREEKSIDE LAND COMPANY LTD
Case No. Attachment F
ZA22-0009 Page 1
20
0.50
RPUD
120 STONY BROOK WAY
CREEKSIDE LAND COMPANY LTD
21
7.03
CS
2701 W SOUTH LAKE
BLVD
LAKESIDE PRESBYTERAN CHURCH
22
0.42
RPUD
2644 PARK GROVE LOOP
CREEKSIDE LAND COMPANY LTD
23
0.37
RPUD
2640 PARK GROVE LOOP
CREEKSIDE LAND COMPANY LTD
24
8.86
SP2
301 WATERMERE DR
SMYTH, HENRY
25
0.39
RPUD
2649 PARK GROVE LOOP
NAGEL, THEODORE
26
0.60
RPUD
121 STONY BROOK WAY
CREEKSIDE LAND COMPANY LTD
27
0.48
RPUD
2656 PARK GROVE LOOP
CREEKSIDE LAND COMPANY LTD
28
0.41
RPUD
2652 PARK GROVE LOOP
CREEKSIDE LAND COMPANY LTD
29
0.44
RPUD
2648 PARK GROVE LOOP
PROVIDENTIAL LIFESTYLE HOMES L
30
0.41
RPUD
2636 PARK GROVE LOOP
SCH HOMES LP
31
0.58
RPUD
2632 PARK GROVE LOOP
CREEKSIDE LAND COMPANY LTD
32
0.41
RPUD
2641 PARK GROVE LOOP
CREEKSIDE LAND COMPANY LTD
33
0.38
RPUD
2645 PARK GROVE LOOP
CREEKSIDE LAND COMPANY LTD
34
3.59
RPUD
110 STONY BROOK WAY
CREEKSIDE LAND COMPANY LTD
35
4.02
RPUD
2653 PARK GROVE LOOP
CREEKSIDE LAND COMPANY LTD
36
0.48
RPUD
2625 PARK GROVE LOOP
SCH HOMES LP
37
Superintendent of Carroll ISD
38
Superintendent of Grapevine Colleyville
ISD
39
Superintendent of Keller ISD
40
Superintendent of Northwest ISD
Responses: F: In Favor O: Opposed To U: Undecided NR: No Response
Case No. Attachment F
ZA22-0009 Page 2
Notices Sent: Forty (40)
Responses Received: None
Case No. Attachment F
ZA22-0009 Page 3