Item 6ECITY OF
S0UTHLA1<,.,E
Department of Planning & Development Services
STAFF REPORT
March 27, 2013
CASE NO: ZA13-022
PROJECT: Site Plan for McDonald's
EXECUTIVE
SUMMARY: On behalf of McDonald's USA, LLC, Adams Engineering is requesting approval of a
Site Plan for improvements to the existing McDonald's restaurant on property
described as Lot 1 R2, Block 1, Kimball/1709 Addition, an addition to the City of
Southlake, Tarrant County, Texas and located at 225 N. Kimball Ave., Southlake,
Texas. Current Zoning: "C-3" General Commercial District. SPIN Neighborhood # 8.
REQUEST
DETAILS: The applicant is proposing fagade improvements and a two-lane drive through for the
existing McDonald's restaurant. The existing driveway that loops around the rear of the
building will be removed for the additional drive through lane and an additional
driveway connection will be added to the north/south driveway that runs behind (east)
of the building to allow circulation around the rear of the building. Two parking spaces
are shown to be removed adjacent to the proposed driveway connection, dropping the
number of parking spaces provided from 45 spaces to 43 spaces, which is the required
number of spaces based on 1 space per 100 square feet of floor area (4,290 s.f./100 =
43 spaces) or 1 space per each 3 seats under the maximum seating capacity (110
seats/3 = 37 spaces), whichever is greater.
Ordinance No. 480-JJJJ, which prohibits the use of bright or fluorescent colors, was
approved by City Council on March 19, 2013. The McDonald's site plan application was
received prior to approval of the ordinance and is therefore not subject to the
requirements of the ordinance. The elevations show yellow canopies that would not
comply with Ordinance No. 480-JJJJ. The Planning and Zoning Commission
recommended approval of the site plan at the March 21, 2013 meeting subject to the
applicant's willingness to consider alternate color palettes that might voluntarily comply
with the ordinance. McDonald's respectfully requests that the yellow canopies be
allowed since the color is important to their brand identity.
All signage and logos, including but not limited to the McDonald's arches, McDonald's
attached and monument signs, directional signage and menu boards will require
separate approval. A master sign plan has been submitted for consideration at the
April 16, 2013 City Council meeting.
The proposed storage building that is shown on the site plan adjacent to a new
dumpster enclosure requires approval of a Specific Use Permit. A separate application
has been submitted (Zoning Case ZA13-028).
Case No.
ZA13-022
VARIANCES
REQUESTED
ACTION NEEDED
ATTACHMENTS:
The following two variances are requested with approval of the site plan:
1) Driveway Ordinance No. 634, as amended, requires a stacking depth of
100' for the north -south driveway that runs behind (east) of the restaurant at
the intersection of E. S.H. 114. A stacking depth of approximately 37.5' is
requested.
2) Zoning Ordinance No. 480, Section 42.4.e (Table One), as amended,
requires a 5' Type A bufferyard along the east and south property lines. A
variance is requested to allow the additional drive through lane and storage
building/dumpster enclosure to encroach into the bufferyards as shown on
the site plan.
1) Conduct a public hearing
2) Consider approval of a site plan
(A) Background Information
(B) Vicinity Map
(C) Variance Request Letter
(D) TIA Executive Summary and Site Plan — Link to PowerPoint Presentation
(E) Site Plan Review Summary No. 3, dated March 27, 2013
(F) Surrounding Property Owners Map and Responses
(G) Full Size Plans (for Commission and Council Members Only)
Dennis Killough (817)748-8072
Richard Schell (817)748-8602
Case No.
ZA13-022
BACKGROUND INFORMATION
OWNER: McDonald's USA, LLC
APPLICANT: Adams Engineering
PROPERTY ADDRESS: 225 N. Kimball Ave.
PROPERTY
DESCRIPTION: Lot 1 R2, Block 1, Kimball/1709 Addition
LAND USE CATEGORY: Regional Retail
CURRENT ZONING: "C-3" General Commercial District
HISTORY: - A Zoning Change from "AG" Agricultural to "HC" Heavy Commercial was
approved August 2, 1983 (ZA83-026).
SOUTHLAKE 2030 PLAN
- A preliminary plat for Lots 1-4, Block 1, Kimball/1709 Addition was approved
in 1986 (ZA86-035).
- A final plat for Lot 1, Block 1, and Lot 1, Block 2, Kimball/1709 Addition was
approved August 16, 1988 and filed June 6, 1989 (ZA88-022).
- The "C-3" General Commercial District zoning designation was given to the
property with approval of Zoning Ordinance No. 480 in September 1989.
- A plat revision for Lots 1 R-1, 1 R-2 and 1 R-3, Block 1, Kimball/1709 Addition
was approved June 6, 1995 and filed July 20, 1995 (ZA95-044).
- A building permit for the existing restaurant was issued September 19, 1995
- On August 5, 2008, City Council passed Ordinance No. 480-VVV, which
included an amendment to allow accessory buildings enclosing equipment or
activities in conjunction with the principal uses in zoning districts CS, 0-1, 0-2,
C-1, C-2, C-3, C-4, HC, B-1, B-2, 1-1, 1-2 with approval of a Specific Use
Permit. (Zoning Ordinance No. 480, Sections 45.1(44) and 45.16).
Consolidated Land Use Plan
The underlying land use designation for this property is "Regional Retail."
The proposed development is consistent with the recommended scope of
uses under the "Regional Retail" land use designation.
Mobility & Thoroughfares Master Plan
N. Kimball Ave. is designated as an A6D 124', or a 6-lane divided arterial
with the following design characteristics:
• Limit driveway access to improve mobility.
• Improve visual appeal by street tree plantings along the right-of-way.
• Improve pedestrian connectivity by requiring all new development to
provide sidewalks/multi-use trails on both sides of the street.
• Recommend providing wider -outside lanes for bicycle users or
designating the outside shoulders as bike lanes.
Case No. Attachment A
ZA13-022 Page 1
Minimize the visual impact of parking along the right of way through the
use of vegetative fences, berms, or relocation of parking to the side or
rear of buildings.
No on -street parking.
45-50 mph design speed.
Pathways Master Plan & Sidewalk Plan
The Pathways Master Plan and Sidewalk Plan show a planned bikeway
along both N. Kimball Ave. and E. S.H. 114 and a < 8' sidewalk along the
west side of S. Kimball Ave. A 5' sidewalk is required along all public streets
with any non-residential development requiring a Council approved site
plan. However, the City Engineer has determined that the impact of the
proposed improvements is not roughly proportional to the requirement for a
5" sidewalk along N. Kimball Ave. and E. S.H. 114.
TRANSPORTATION
ASSESSMENT: The Traffic Impact Analysis that was submitted for the project states that
there will be no adverse impacts to the north -south driveway that runs
behind (east) of the restaurant from closing the driveway that currently loops
around the back of the restaurant adjacent to the drive through.
WATER & SEWER: No changes to existing City water or sewer service are proposed.
TREE PRESERVATION: Tree Preservation Ordinance No. 585-D requires a minimum of seventy (70)
percent of the existing tree cover to be preserved. The Tree Preservation Plan
shows approximately 79.3% of the existing tree cover to be preserved. Three
(3) existing Pine trees are proposed to be removed for the construction of the
access drive along the east property line. The applicant has provided a
Landscape Plan showing that additional landscaping will be provided along
with the addition of two (2) Red Oaks, three (3) Loblolly Pines, and five (5)
Crape Myrtles.
CITIZEN INPUT/
BOARD REVIEW: The SPIN representative from SPIN District # 8, Matt Schirle, did not
recommend a SPIN meeting due to the limited scope of the project.
PLANNING AND ZONING
COMMISSION ACTION: March 21, 2013; Approved (6-0) subject to Site Plan Review Summary No.
2, dated March 15, 2013 and Staff Report dated March 15, 2013 and
granting the requested variances; 1) Driveway Ordinance No. 634, as
amended, requires a stacking depth of 100' for the north -south driveway
that runs behind (east) of the restaurant at the intersection of E. S.H. 114. A
stacking depth of approximately 37.5' is requested. 2) Zoning Ordinance No.
480, Section 42.4.e (Table One), as amended, requires a 5' Type A buffer
yard along the east and south property lines. A variance is requested to
allow the additional drive through lane and storage building/dumpster
enclosure to encroach into the buffer yards as shown on the site plan; also
the applicant's willingness to consider alternate color palettes that might
voluntarily comply with our current ordinance.
STAFF COMMENTS: Attached is Site Plan Review Summary No. 3, dated March 27, 2013.
Case No. Attachment A
ZA13-022 Page 2
Vicinity Map
McDonald's
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ZA13-022
i. Site Plan
225 N. Kimball Ave.
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Case No. Attachment B
ZA13-022 Page 1
VARIANCE REQUEST LETTER
DAdams
March 12, 2013
Mr. Dennis Killough
Chief Planner
Department of Planning
City of Southlake
1400 Main St., Suite 310
Southlake, TX 76092
RE: Drive -Through Order Point Addition / Remodel
McDonald's 255 N. Kimball Ave.
Mr. Killough,
We are proposing to remodel the exterior and interior of the existing restaurant, as well as
upgrade the existing drive through elements. The drive through improvements will include an
additional side -by -side order point and menu boards, and an additional drive approach on the
east end of the site to facilitate the access and circulation of the property.
On behalf of McDonald's Corporation, Adams Engineering is requesting the following variances
and amendments for the above referenced project:
• Variance to the driveway stacking requirement coming off of SH 114. Driveway
Ordinance No. 634, as amended, requires a stacking depth of 100'. A stacking depth
of approximately 37.5' is requested.
• Variance to the 5' rear and side buffer requirement. Zoning Ordinance No. 480, Section
42.4.e (Table One), as amended, requires a 5' Type A bufferyard on the east and south
property lines. A variance to allow the drive through lane and storage build ing/dumpster
enclosure to encroach into the bufferyards as shown on the site plan is requested.
• Variance to the accessory building 10' setback. Per Zoning Ordinance No. 480, Section
45.16.a, as amended, accessory buildings are required to be located no closer than 10'
to a property line located in the rear yard. A side yard setback of three (3.0) feet is
requested.
• Variance to the accessory building roof material requirements. Per Zoning Ordinance No.
480, Section 45.16.i, as amended, roof (design, pitch and materials) is to be the same
as the principal structure roof. The roof as shown on the elevations is requested.
910 S. Kimball Avenue • Southlakc. Tcxas 76092
817.328.3200 9 FAx 817.328.3299
TBPE Reg. No. F-1002; m w.adams-engineering.com
Case No. Attachment C
ZA13-022 Page 1
Adams
We understand that at this time city council cannot grant variances for the last two items
related to the accessory building, however, an ordinance amendment has been proposed that
would allow council to grant these types of variances. The applicant understands that the
variance requests related to the accessory building will be contingent on approval of this
ordinance amendment.
We appreciate your assistance and look forward to working with you on this project.
Sincerely,
ADAMS ENGINEERING
Ted Murday, P.E.
910 S. Kimball Avenue • Southlake, Texas 76092
817.328.3200 • FAx 817.328.3299
7BPE Reg. No. F-1002; www.adams-engineenng.com
Case No. Attachment C
ZA13-022 Page 2
TRAFFIC IMPACT ANALYSIS EXECUTIVE SUMMARY
LINK TO TRAFFIC IMPACT ANALYSIS
EC
February H , 2013
Mr. Ted Murday, P.E.
Adams Engineering & Development Consultants
910 S. Kimball Avenue
Southlake, TX 76092
RE: McDonalds Proposed Driveway Study — Kimball Ave. & SH 114 Southlake, TX
Dear Mr. Murday:
Traffic Engineering Consultants, Inc. (TEC) was retained by Adams Engineering (AE) to
conduct a traffic analysis for proposed driveway modifications at the McDonalds located
at the intersection of Kimball Road and S.H. 144 Eastbound Frontage Road in Southlake,
Texas. An additional point of order for the drive-thru customers is being proposed in
order to improve service times. The proposed modifications to accommodate the
additional lane can be seen in Figure 1.
McDonalds is located on one of three outparcels of a Lowe's development. There is a
"spine" road that runs north/south located just behind, or to the east of the McDonalds
site. The spine road provides access to/from the eastbound S.H. 114 frontage road for the
entire Lowe's development. Currently the McDonalds site has three points of access —
one right in/right out driveway to Kimball Road, one cross access driveway to the
outparcel located directly to the south (which provides the McDonalds site access to the
full access driveway to Kimball Road), and a connection to the spine road.
Space behind the McDonalds, between the existing drive-thru lane and the spine road is
limited. Currently, there is enough room for both the drive-thru lane and an additional
lane to allow circulation behind the McDonalds. The additional drive-thru order point
will have to be constructed in place of the existing circulation lane behind McDonalds.
As a result an additional driveway connection to the spine road is being proposed as a
part of these improvements. This will still allow for circulation around the McDonalds
As a result of the additional access, it is necessary to determine the effects this would
have on the traffic patterns in and around the McDonalds site.
TEC had several discussions with both the City of Southlake and AE and determined the
traffic data needs necessary to conduct a thorough study of both the existing and
proposed traffic operations. Traffic counts were conducted at the site on February 6,
Traffic Engineering Consultants, Inc.
6000 S. Western Avenue, Ste. 300 I Oklahoma City, Oklahoma I Ph. 405-720-7721
6931 S. 66`" E. Avenue, Ste. 100, I Tulsa, Oklahoma 74133 I Ph. 918481-8484
Website: www.tecok.com
Case No. Attachment D
ZA13-022 Page 1
2013. Turning movement counts were made during the a.m. and p.m. peak hours (7:00
am — 9:00 am and 4:00 pm — 6:00 pm) and tube counts were conducted from 6:00 am to
7:00 pm. Traffic count locations can be seen in Figure 2 and the existing traffic volumes
can be seen in Figure 3. The count print-outs are also provided as an attachment.
The existing traffic counts were utilized to anticipate the traffic volumes at the proposed
driveway as a result of the proposed modifications. Several assumptions were made: 1.)
these modifications would not result in additional trips to the McDonalds site, 2.) the
general traffic patterns in and around the site would not change solely based on the
additional driveway, and 3.) the additional driveway would be a one-way entrance to the
site and the existing driveway would become a one-way exit from the site.
Based on the above listed assumptions the modified traffic data was calculated and can be
seen in Figure 4. All the traffic currently circulating around the back of the McDonalds
was assumed to now exit to the spine road and enter via the new driveway. Also, all
entering trips to the site from the spine road were assumed to enter via the new driveway.
This required that the 10/5 am/pm peak hour trips that are currently circulating behind the
McDonalds be added to the 9/4 am/pm trips exiting the site to the north and added to the
4/11 am/pm peak hour trips entering the site at the proposed driveway from the south and
that the existing southbound right turns entering the site be relocated to the newly
proposed driveway.
A capacity analysis was then run on both the existing and proposed traffic conditions.
The results of the capacity analysis can be seen in Table 1 and the print-outs have been
included as an attachment.
TABLE 1
CAPACITY ANALYSES RESULTS
2013 Existing Traffic Conditions
Intersection
on 24th West
Type of
Traffic
Control
AM Peak Hour
I'M Peak [tour
Critical Approach
Intersection
Critical Approach
11weisection
Approach
Delay
(sedveh)
LOS
Delay
(seclveh)
LOS
Approach
I
Delay
(sed%Kh)
LOS
Delay
(sedveh)
LOs
South Driveway & Spine Road
EB Slop
EB
9.9
A
US
A
EB
I 8-8
I A
1 1.6
A
2013
Proposed Traffic Conditions
Intersection
on 24th West
Type of
Traffic
Control
AM Peak Hour
PM Peak Hour
Critical Approach
Intersection
Critical Approach
Intersection
Approach
Delay
(sedveh)
LOS
Delay
(sedveh)
LOS
Approach
Delay
(seclvch) I
LOS
Delay
(sedvch)
LOS
South Driveway & Spine Road
EB Sto
EB
8.9
A
25
A
EB
LB
A
1.4
A
North Driveway & Spine Road
NIA
NB
2.6
A
1.1
A
N6
2.6
A
1.1
A
The capacity analysis of the existing conditions shows that the existing intersection is
currently operating very well. Traffic volumes along the spine road are low enough that
there is little delay for vehicles making the eastbound left -turn out of the McDonalds site.
The capacity analysis of the proposed conditions shows that both intersections are
expected to operate very well. This was expected because traffic volumes changed very
Traffic Engineering Consultants, Inc.
6000 S. Western Avenue, Ste. 300 I Oklahoma City, Oklahoma I Ph. 405-720-7721
6931 S. 66'h E. Avenue, Ste. 100, I Tulsa, Oklahoma 74133 I Ph. 91 E-481-8484
Website: ww%v.tecok.com
Case No. Attachment D
ZA13-022 Page 2
little based on the existing volumes. Though the proposed driveway is closely spaced to
the S.H. 114 Eastbound Frontage Road there will be no adverse effects to traffic
operations along the spine road since it will be a one-way driveway into the McDonalds
site.
Queuing at the S.H. 114 Eastbound Frontage Road and the spine road intersection was
also observed while the traffic counts were being conducted. The peak queue for the
northbound approach was 2 vehicles which is approximately equal to 40 feet. Since this
is a right-in/right-out only driveway with an upstream signalized intersection, there are
plenty of gaps in the traffic to allow the northbound right -turn movements to exit the site.
This results in a low delay and very little queue. The queue from the S.H. 114 Eastbound
Frontage Road and the spine road intersection is not anticipated to have any effect on
traffic exiting the McDonalds site.
In summary, it has been concluded from the results of the capacity analysis and field
observations that the traffic operations in and around the McDonalds site will still be very
good if the proposed modifications are made. Assuming a one-way circulation, the
additional driveway connection will allow better circulation around the McDonalds
building with no anticipated adverse effects on the traffic operations on the spine road.
Delays for traffic exiting the McDonalds site to the spine road will be similar to what
they are today. There will be a slight increase of eastbound left turning traffic as a result
of the additional traffic that would be required to utilize the spine road to circulate around
the McDonalds (rather than the current drive adjacent to the drive-thru lane), but this
increase is not shown to significantly increase the delay on the approach.
I appreciate the opportunity to provide this study to AE. Should you have any questions
or require additional information, please contact me.
Sincerely,
Michael S. Hofener, P.E., PTOE
Corporate Secretary
MS1-1/mh
Enclosure
Traffic Engineering Consultants, Inc.
6000 S. Westem Avenue, Ste. 300 ( Oklahoma City, Oklahoma I Ph. 405-720-7721
6931 S. 66'h E. Avenue, Ste. 100, I Tulsa, Oklahoma 74133 I Ph. 918-481-8484
Website: www.lecok.com
Case No. Attachment D
ZA13-022 Page 3
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OWNER INFORMATION
Case No.
ZA13-022
Attachment D
Page 4
SITE PLAN REVIEW SUMMARY
Case No.: ZA13-022 Review No.: Three Date of Review: 03/27/13
Project Name: Site Plan — McDonald's Site Plan Revisions
APPLICANT: Ted A. Murday
Adams Engineering
910 S. Kimball Ave.
Southlake, TX 76092
Phone: (817) 328-3200
E-mail: ted.murday@adams-engineering.com
Owner: Patrick Piehl
McDonald's USA, LLC
511 E. John Carpenter Frwy., Suite 375
Irving, TX 75062
Phone: (972) 869-5355
Patrick. r)iehl(a)us.mcd.com:
CITY STAFF HAS REVIEWED THE ABOVE REFERENCED PROJECT RECEIVED BY THE CITY ON
03/26/13 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.
Please make the following changes to the Site Data Summary Chart.
a. Revise the building footprint area to include the cooler/freezer area.
b. Add the square footage of the existing storage building to the site data summary chart
under "Total Building Area" and "Square Footage Broken Down by Use".
c. Show a breakdown of the floor areas by use to include inside and outside storage and the
cooler/freezer area. The sum of the kitchen/restroom and dining room floor areas totals
4,290 square feet.
Fire lanes must have a minimum inside turning radius of 30'. The area designated as a fire lane
must follow the 30' radii shown and labeled on the site plan.
3. The following two variances are requested with approval of the site plan:
a. Variance to the Driveway Ordinance No. 634, as amended, which requires a stacking depth
of 100' for the north -south driveway that runs behind (east) of the restaurant at the
intersection of E. S.H. 114. A stacking depth of approximately 37.5' is requested.
b. Variance to Zoning Ordinance No. 480, Section 42.4.e (Table One), as amended, which
requires a 5' Type A bufferyard along the east and south property lines. A variance is
requested to allow the additional drive through lane and storage building/dumpster
enclosure to encroach into the bufferyards as shown on the site plan.
Case No. Attachment E
ZA13-022 Page 1
Tree Conservation/Landscape Review
E-mail: kmartin@ci.southlake.tx.us
Keith Martin
Landscape Administrator
Phone: (817) 748-8229
II:7Ell ;Kde]kR]Ell li%IEel k[d01LY,I►YilEll kIII &I
Three (3) existing Pine trees are proposed to be removed for the construction of the access drive
along the east property line. The applicant has provided a Landscape Plan showing that additional
landscaping will be provided along with the addition of two (2) Red Oaks, three (3) Loblolly Pines, and
five (5) Crape Myrtles.
-111;IJEll WifilN1Id9]►YiI►YiIEll kIII &I
The Loblolly Pine shown to be provided adjacent to the proposed drive through will be allowed to
count as one of the two required canopy trees in the east bufferyard. The tree is located approximately
two feet outside of the east bufferyard due to space constraints.
Indicates informational comment.
Fire Department Review
Kelly Clements
Assistant Fire Marshal
(817) 748-8671
kclements(d)ci.southlake.tx.us
FIRE LANE COMMENTS:
Fire lanes must have a minimum inside turning radius of 30'.
Fire lane access needs to be an all-weather surface, asphalt or concrete, a minimum of 24 feet
wide, with 6 inch red striping, which contains 4 inch white lettering, which states "FIRE LANE NO
PARKING" every 25 feet.
Building Inspections Review
Susie Hernandez
(817) 748-8238
shernandezCd)ci.southlake.tx.us
Building:
Building remodel and storage buildings will be separate permits.
Accessibility:
Must meet Texas Accessibility Standards
Lighting;
Must meet City Lighting Ordinance
Airport Overlay Zone:
Must meet Airport Overlay Zone
Case No.
ZA13-022
Attachment E
Page 2
Informational Comments:
The SPIN representative for SPIN Neighborhood # 8, Matt Schirle, did not recommend a SPIN
meeting for this project.
The storage building shown on the plans will require separate approval of a Specific Use Permit
(SUP) per Zoning Ordinance No. 480, as amended, Sections 45.1.44 and 45.16. A separate
application has been submitted (ZA13-028).
The City Engineer has determined that the impact of the proposed improvements is not roughly
proportional to the requirement for a 5" sidewalk along N. Kimball Ave. and E. S.H. 114.
The Traffic Impact Analysis that was submitted for the project states that there will be no adverse
impacts to the north -south driveway that runs behind (east) of the restaurant from closing the
driveway that currently loops around the back of the restaurant adjacent to the drive through.
All signage and logos, including but not limited to the McDonald's arches, McDonald's attached
and monument signs, directional signage and menu boards will require separate approval. A
master sign plan has been submitted for the April 16, 2013 City Council meeting.
All mechanical equipment must be screened of view from right-of-ways 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.
It appears that this property lies within the 75 LDN D/FW Regional Airport Overlay Zone and will
require construction standards that meet requirements of the Airport Compatible Land Use Zoning
Ordinance No. 479.
The north and south elevations do not meet the horizontal and vertical articulation requirements of the
Corridor Overly Zone. However, permitting for the existing building began prior to approval of Ord. No.
480-S on August 1, 1995, which added the Corridor Overlay Zone to Ordinance No. 480. The extent of
the fagade improvements do not require the building to be brought into compliance with the articulation
requirements in the Corridor Overlay Zone. The fagade materials as shown meet the masonry
requirements of the Corridor Overlay Districts. All other requirements of Section 43, Overlay Zones, of
Zoning Ordinance No. 480, as amended, must be met.
Denotes Informational Comment
Case No. Attachment E
ZA13-022 Page 3
SURROUNDING PROPERTY OWNERS
McDonald's
2
3
1
4
6
7
5
• • #
1.
Owner
Inland Western Slake Corners K
Zoning
C3
Land Use
Regional Retail
Acreage
16.71
Response
NR
2.
McDonald's Corp
C3
Regional Retail
1.06
NR
3.
Dn Kingston Southlake Lp
C3
Regional Retail
0.66
NR
4.
Dn Kingston Southlake Lp
C2
Regional Retail
1.13
NR
5.
Marshall Descendants 2006 Trst
C3
Regional Retail
0.92
NR
6.
Lowe's Home Centers Inc
C3
Regional Retail
14.82
NR
7.
Stagliano, Vincent J Etal
C3
Regional Retail
0.39
NR
Responses: F: In Favor O: Opposed To U: Undecided
Notices Sent:
Responses Received:
Seven (7)
None (0)
NR: No Response
Case No. Attachment F
ZA13-022 Page 1