Board Of Adjustments — Fayetteville, AR
Date: 2026-03-02
Time: 15:45

113 W. Mountain St.
 Fayetteville, AR 72701

Board of Adjustment Agenda
 City Hall Room 219
 Monday, March 2, 2026
 3:45 PM


 Members
 Chair Erin Adkins-Oury (Exp. 03/27)
 Vice Chair Jason Young (Exp. 03/28)
 Caroline Fox (Exp. 03/27)
 Peter Norman (Exp. 03/28)

 City Staff
 Planning Director Jessie Masters
Assistant City Attorney Hannah Hungate
Board of Adjustment March 2, 2026




Zoom Information

 Webinar ID: 846 9915 4470
 Registration Link: https://fayetteville-
 ar.zoom.us/webinar/register/WN_9qD5ewSxTJiBSPpMCpaoOg

Call to Order

Roll Call

 MINUTES:

 Approval of the minutes from the November 3, 2025 meeting.

Unfinished Business

New Business

 2. BOA-2026-0001: Board of Adjustment (3610 W. WEDINGTON DR/SEVEN
 BREW, 401):
 Submitted by CEI ENGINEERING ASSOCIATES INC for property located at
 3610 W. WEDINGTON DR. The property is zoned UT, URBAN
 THOROUGHFARE and contains 4.16 acres. The request is for a variance
 from minimum buildable street frontage requirements.
 Planner: Donna Wonsower


Announcements

Adjournment


NOTICE TO MEMBERS OF THE AUDIENCE
All interested parties may appear and be heard at the public hearings. A copy of the proposed
amendments and other pertinent data are open and available for inspection in the office of City
Planning (479-575-8267), 125 West Mountain Street, Fayetteville, Arkansas. All interested
parties are invited to review the petitions.

Interpreters or TDD (Telecommunication Device for the Deaf) are available for all public
hearings; a 72-hour notice is required. For further information or to request an interpreter,
please call 479-575-8330.



City of Fayetteville, Arkansas Page 2
Board of Adjustment March 2, 2026


As a courtesy, please turn off all cell phones and pagers.




City of Fayetteville, Arkansas Page 3

113 W. Mountain St.
 Fayetteville, AR 72701

Board of Adjustment Agenda
 City Hall Room 219
 Monday, March 2, 2026
 3:45 PM


 Members
 Chair Erin Adkins-Oury (Exp. 03/27)
 Vice Chair Jason Young (Exp. 03/28)
 Caroline Fox (Exp. 03/27)
 Peter Norman (Exp. 03/28)

 City Staff
 Planning Director Jessie Masters
Assistant City Attorney Hannah Hungate
Board of Adjustment March 2, 2026




Zoom Information

 Webinar ID: 846 9915 4470
 Registration Link: https://fayetteville-
 ar.zoom.us/webinar/register/WN_9qD5ewSxTJiBSPpMCpaoOg

Call to Order

Roll Call

 MINUTES:

 Approval of the minutes from the November 3, 2025 meeting.

Unfinished Business

New Business

 2. BOA-2026-0001: Board of Adjustment (3610 W. WEDINGTON DR/SEVEN
 BREW, 401):
 Submitted by CEI ENGINEERING ASSOCIATES INC for property located at
 3610 W. WEDINGTON DR. The property is zoned UT, URBAN
 THOROUGHFARE and contains 4.16 acres. The request is for a variance
 from minimum buildable street frontage requirements.
 Planner: Donna Wonsower


Announcements

Adjournment


NOTICE TO MEMBERS OF THE AUDIENCE
All interested parties may appear and be heard at the public hearings. A copy of the proposed
amendments and other pertinent data are open and available for inspection in the office of City
Planning (479-575-8267), 125 West Mountain Street, Fayetteville, Arkansas. All interested
parties are invited to review the petitions.

Interpreters or TDD (Telecommunication Device for the Deaf) are available for all public
hearings; a 72-hour notice is required. For further information or to request an interpreter,
please call 479-575-8330.



City of Fayetteville, Arkansas Page 2
Board of Adjustment March 2, 2026


As a courtesy, please turn off all cell phones and pagers.




City of Fayetteville, Arkansas Page 3
 Board of Adjustment - Monday, November 3, 2025
 Time: In: 3:45 PM Out: 5:05 PM
 Staff :
 x
 □ Jessie Masters, Planning Director
 x
 □ Donna Wonsower, Senior Planner
 □ Wesley Frank, Planner
 □ Citlali Samano, Planner
 □ Blake Pennington, Sr Assistant City Attorney
 x
 □ Hannah Hungate, Assistant City Attorney
 Roll Call Meeting Minutes 2) BOA-2025-0016 3) BOA-2025-0019
 10-6-2025 (3 STRANDS (PACKAGING
 VENTURES LLC) SPECIALTIES INC)



Keys 1 1 1 1
Young 1 1 1 1
Norman 1 1 1 1
Fox 1 Abstain 1 1
Adkins-Oury 1 1 1 1

Agenda Old New
Motion To: Approve Approve Approve
Motion By: Keys Fox Fox
Seconded: Young Keys Keys
Vote 4-1-0 5-0-0 5-0-0
 With added
 condition - no
Notes setback variance
 N of the 100yr
 floodplain
Public Comment: 1 0




 Board of Adjustment
 March 2, 2026
 Item 1
 MINUTES (November 3, 2025)
 Page 1 of 1
TO: Board of Adjustment

THRU: Jessie Masters, Planning Director

FROM: Donna Wonsower, Senior Planner

MEETING DATE: March 2, 2026

SUBJECT: BOA-2026-0001: Board of Adjustment (3610 W. WEDINGTON
 DR/SEVEN BREW, 401): Submitted by CEI ENGINEERING ASSOCIATES
 INC. for property located at 3610 W. WEDINGTON DR. The property is zoned
 UT, URBAN THOROUGHFARE and contains approximately 4.16 acres. The
 request is for a variance to minimum buildable street frontage requirements.

RECOMMENDATION:
Staff recommends denial of BOA-2026-0001.

RECOMMENDED MOTION:
“I move to deny BOA-2026-0001.”

BACKGROUND:
The subject property is in west Fayetteville at the intersection of W. Wedington Dr. and N. Golf
Club Dr. directly south of the Links at Fayetteville apartment complex. The property is part of an
11.46-acre commercial development currently under construction, all within the Wedington
Corridor Master Plan area. The property received its current zoning designation of UT, Urban
Thoroughfare as a result of a rezoning in 2014 (ORD 5656). Surrounding land uses and zoning
are depicted in Table 1.

 Table 1:
 Surrounding Land Uses and Zoning
 Direction Land Use Zoning
 North Multi-family Residential RPZD, Residential Planned Zoning District
 Church; R-A, Residential Agriculture;
 South
 Bank, Freight Company R-O, Residential Office
 East Mini-Storage CS, Community Services
 West Restaurant RPZD, Residential Planned Zoning District

DISCUSSION:

Request: The applicant is requesting a variance to the build-to-zone requirement associated with
the UT, Urban Thoroughfare zoning district. Typically, in Urban Form districts a building is
required to be placed within the build-to-zone to meet the 50% minimum buildable street frontage
(UDC § 161.22) as well as placed in both frontages of a corner lot (UDC § 164.06(D)(2)). The
applicant is proposing to place no portion of the building in a build-to-zone.




 Board of Adjustment
 March 2, 2026
 Item 2
 BOA-2026-0001 (SEVEN BREW)
 Page 1 of 20
 Table 2:
 Variance Request
 Variance Issue Requirement Proposal Variance
  Build-to-zone (W. Wedington Dr.
 185 feet 0 feet 92.5 feet
 and N. Golf Club Dr)

Public Comment: Staff has not received any public comment at this time.

RECOMMENDATION: Staff recommends denial of BOA-2026-0001. Should the Board
choose to approve this item, staff recommends the following conditions:

Conditions of Approval:

 1. The principal façades of the proposed drive-through restaurant shall be oriented
 towards both W. Wedington Dr. and N. Golf Club Dr; and

 2. Supplemental elements must be incorporated into the site design along the
 property’s frontage for minimum buildable street frontage as described in 164.06(F);

 3. Pedestrian oriented elements per UDC 166.24(E) shall be required for the building
 façade as if it was located within the build-to-zone.

 4. Pedestrian oriented elements per UDC 166.24(E) shall be required at the entrance
 of the private drive onto N. Golf Club Drive.

 5. Approval of this variance is limited to the applicant’s request as described in this
 report, and

 6. Approval of this variance does not grant approval of or entitlement to any other
 zoning or development variances.

 BOARD OF ADJUSTMENT ACTION:  Approved  Denied  Tabled

 Date: October 6, 2025

 Motion:

 Second:

 Vote:


City Plan 2040 Future Land Use Designation: Residential Neighborhood

FINDINGS OF THE STAFF

§156.02. ZONING REGULATIONS.

Certain variances of the zoning regulations may be applied for as follows:

 B. Requirements for Variance Approval.

 Board of Adjustment
 March 2, 2026
 Item 2
 BOA-2026-0001 (SEVEN BREW)
 Page 2 of 20
 1. Where strict enforcement of the zoning ordinance would cause undue
 hardship due to circumstances unique to the individual property under
 consideration; and

Finding: Staff finds that the applicant has not met the threshold for undue hardship
 as the request to not place a building within the appropriate build-to-zone
 and with the required length appears to stem from the design of the site
 rather than circumstances unique to subject property. The applicant is also
 proposing a building that is not adhering to the corner lot placement
 requirement by only fronting onto W. Wedington Dr. In UDC §164.05(D), the
 minimum buildable street frontage requirement shall be met by locating the
 principal faced of a building in both frontages – W. Wedington Dr. and N Golf.
 Club Dr. In the proposal, the building is located to only front onto W.
 Wedington Dr. with a distance of 66.61 feet from the right-of-way along N.
 Golf Club Dr., not meeting the requirement of fronting both. Staff finds that
 the applicant has not given a site-specific reason as to why the building
 cannot meet the buildable street frontage requirement or a design which
 better fits the required placement of a corner lot. No alternative design has
 been submitted.

 The UT zoning district requires a build-to-zone between 10 and 25 feet from
 the front property line along the length of the property’s frontage. It also
 requires that portions of the building be located within the build-to-zone for
 at least 50% of the width of the property’s frontage. That total would be 587
 linear feet for a corner lot with a resulting in 293.5 feet of required minimum
 buildable street frontage. Staff is only able to waive the build-to-zone that is
 fully encumbered by easements, which reduced the amount to
 approximately 185 feet, requiring 92.5 feet of total buildable frontage. In this
 proposal, no portion of the building is located in the buildable frontage.

 Further, the only structures proposed on site are a prefabricated drive-
 through restaurant and an associated outbuilding, which cumulatively
 compose approximately 11% of the property’s frontage. Auto-oriented uses
 are required to locate a building within the build-to-zone and to make up the
 remainder of the minimum buildable street frontage requirement through the
 use of supplemental elements. No supplemental elements are indicated on
 the site plan, and it is unclear how the applicant intends to meet that
 requirement. Staff finds that another site design or the use of a non-
 prefabricated structure could better allow the applicant to meet the minimum
 buildable street frontage requirements.

 2. Where the applicant demonstrates that the granting of the variance will be
 in keeping with the spirit and intent of the zoning ordinance.

Finding: Staff finds that granting the variance would not be in keeping with the spirit
 and intent of the zoning ordinance. The UT zoning district is designed to
 encourage a concentration of commercial and mixed-use development that
 enhances function and appearance along major thoroughfare. The UT zoning
 district further requires development in an urban form with buildings closer
 to the street to enhance the pedestrian interaction. Staff finds the requested

 Board of Adjustment
 March 2, 2026
 Item 2
 BOA-2026-0001 (SEVEN BREW)
 Page 3 of 20
 variance would not be aligned with the intent of the UT zoning district since
 it would allow the proposed building to be approximately 66 feet from N. Golf
 Club Drive, with no portion of a building within a buildable area of the build-
 to-zone. If approved, staff recommends that pedestrian oriented elements
 per UDC 166.24(E) shall be required along the principal facades of the
 building as if it was located within a build-to-zone, and at the entrance to the
 private street from N. Golf Club Dr.

 C. Minimum Necessary Variance. The Board of Adjustment may only grant the
 minimum variance necessary to make possible the reasonable use of the
 applicant’s land, building or structure.

Finding: Staff finds that the requested variance is not necessary to make reasonable
 use of the applicant’s land or proposed building.

 D. Special Conditions. In granting a zoning regulation variance, the Board of
 Adjustment may impose whatever special conditions found necessary to ensure
 compliance and to protect adjacent property.

Finding: Should the Board choose to approve this variance, staff has recommended
 conditions of approval as outlined above.

 E. Non-permitted Uses. The Board of Adjustment may not grant, as a variance, any
 use in a zone that is not permitted under the zoning ordinance.

Finding: None are requested.


BUDGET/STAFF IMPACT:
None

ATTACHMENTS:
 • Unified Development Code
 o 161.24 Urban Thoroughfare
 o 164.06 Minimum Buildable Street Frontage
 • Project Maps
 o One Mile Map
 o Close-Up Map
 o Current Land Use Map
 • Request Letter
 • Conceptual Site Plan
 • Elevations




 Board of Adjustment
 March 2, 2026
 Item 2
 BOA-2026-0001 (SEVEN BREW)
 Page 4 of 20
 N
BOA-2026-0001 3610 W. WEDINGTON DR
 One Mile View


 RSF-10 0.13 0.25 0.5 Miles
 D
 ER RSF-4
 PP
 L
 RU

 P-1




 RI-12




 RUPPLE RD
 RPZD




 Subject Property




 RUPPLE RD
 RMF-12
 C-2

 CS UT
 C-1 DR
 WEDINGTON DR SH
 WEDINGTON DR ILO
 H
 R-O




 SHILO
 HD


 RUPPLE RD
 R
 NS-L
 R-A FUTR
 ALL
 DR 49

 49
 RMF-24




 PERSIMMON ST




 Regional Link Planned Neighborhood Link

 Neighborhood Link Planned Residential Link

 Regional Link - High Activity Shared-Use Paved Trail

 Freeway/Expressway Trail (Proposed)

 Unclassified Design Overlay District
 Alley Fayetteville City Limits Planning Area
 Residential Link Planning Area
 Board of Adjustment
 Fayetteville City Limits March 2, 2026
 Item 2
 BOA-2026-0001 (SEVEN BREW)
 Page 5 of 20
BOA-2026-0001 3610 W. WEDINGTON DR
 Close Up View




 GRANITE AV E
 O AL LN
S H EK
 E GO
CR LF
 CL
 UB
 CO DR
 G RPZD MICA ST
 HI RMF-24
 LL
 D R

 AYER LN
 PL

 Subject Property
 CHEVAUX DR
 R-O




 UT


 C-1




 WEDINGTON DR




 TIMBERLAND LN


 R-A




 N
 BLACK
 FOREST DR




 Regional Link - High Activity

 Unclassified

 Residential Link

 Planned Residential Link
 Feet
 Planning Area
 Fayetteville City Limits 0 75 150 300 450 600
 Trail (Proposed) 1:2,400 Board of Adjustment
 March 2, 2026
 Item 2
 BOA-2026-0001 (SEVEN BREW)
 Page 6 of 20
 N
BOA-2026-0001 3610 W. WEDINGTON DR
 Current Land Use




 Multi-Family Residential
 GO
 LF
 CL
 UB
 DR



 Subject Property




 Commercial
 Multi-Family residential
 and Commercial




 WEDINGTON DR




 Commercial




 D
 SAL
 EM
 R

 2025 Imagery | EagleView Technologies | Surdex Corporation




  Regional Link - High Activity

  Unclassified

  Residential Link

  Planned Residential Link Feet
  Trail (Proposed)
 0 112.5 225 450 675 900
  Planning Area
  Fayetteville City Limits
 1:3,600 Board of Adjustment
 March 2, 2026
 Item 2
 BOA-2026-0001 (SEVEN BREW)
 Page 7 of 20
161.24 Urban Thoroughfare
(A) Purpose. The Urban Thoroughfare District is designed to provide goods and services for persons living in the
 surrounding communities. This district encourages a concentration of commercial and mixed use development
 that enhances function and appearance along major thoroughfares. Automobile-oriented development is
 prevalent within this district and a wide range of commercial uses is permitted. For the purposes of Chapter 96:
 Noise Control, the Urban Thoroughfare district is a commercial zone. The intent of this zoning district is to
 provide standards that enable development to be approved administratively.
(B) Uses.
 (1) Permitted Uses.
  Unit 1 City-wide uses by right
  Unit 4 Cultural and recreational facilities
  Unit 5 Government facilities
  Unit 8 Single-family dwellings
  Unit 9 Two (2) family dwellings
  Unit 10 Three (3) and four (4) family dwellings
  Unit 13 Eating places
  Unit 14 Hotel, motel and amusement services
  Unit 16 Shopping goods
  Unit 17 Transportation trades and services
  Unit 18 Gasoline service stations and drive-in/drive-through
 restaurants
  Unit 19 Commercial recreation, small sites
  Unit 24 Home occupations
  Unit 25 Offices, studios, and related services
  Unit 26 Multi-family dwellings
  Unit 34 Liquor store
  Unit 40 Sidewalk cafes
  Unit 41 Accessory Dwellings
  Unit 44 Cluster Housing Development
  Unit 45 Small scale production
  Unit 46 Short-term rentals


 Note: Any combination of above uses is permitted upon any lot within this zone. Conditional uses shall need
 approval when combined with pre-approved uses.
 (2) Conditional Uses.
  Unit 2 City-wide uses by conditional use permit
  Unit 3 Public protection and utility facilities
  Unit 20 Commercial recreation, large sites
  Unit 21 Warehousing and wholesale
  Unit 28 Center for collecting recyclable materials
  Unit 29 Dance halls
  Unit 33 Adult live entertainment club or bar
  Unit 35 Outdoor music establishments
  Unit 36 Wireless communication facilities
  Unit 38 Mini-storage units
  Unit 42 Clean technologies
  Unit 43 Animal boarding and training
  Unit 48 Private dormitories




(C) Density. None
(D) Bulk and Area Regulations.

 Board of Adjustment
 March 2, 2026
 Item 2
 BOA-2026-0001 (SEVEN BREW)
 Page 8 of 20
 (1) Lot Width Minimum.
 Single-family dwelling 18 feet
 All other dwellings None
 Non-residential None


 (2) Lot area minimum. None
(E) Setback regulations.
 Front: A build-to zone that is located
 between 10 feet and a line 25
 feet from the front property line.
 Side and rear: None
 Side or rear, when contiguous to 15 feet
 a single-family residential district:


(F) Building Height Regulations.
 Building Height Maximum 5 stories/7 stories*


 * A building or a portion of a building that is located between 10 and 15 feet from the front property line or any
 master street plan right-of-way line shall have a maximum height of five (5) stories. A building or portion of a
 building that is located greater than 15 feet from the master street plan right-of-way shall have a maximum
 height of seven (7) stories.
 If a building exceeds the height of two (2) stories, the portion of the building that exceeds two (2) stories shall
 have an additional setback from any boundary line of an adjacent single family district. The amount of
 additional setback for the portion of the building over two (2) stories shall be equal to the difference between
 the total height of that portion of the building, and two (2) stories.
(G) Minimum buildable street frontage. 50% of the lot width.
(Ord. No. 5312, 4-20-10; Ord. No. 5339, 8-3-10; Ord. No. 5353, 9-7-10; Ord. No. 5462, 12-6-11; Ord. No. 5592, 6-18-
13; Ord. No. 5664, 2-18-14; Ord. No. 5735, 1-20-15; Ord. No. 5800, §1(Exh. A), 10-6-15; Ord. No. 5921, §1, 11-1-16;
Ord. No. 5945, §§5, 7, 8, 1-17-17; Ord. No. 6015, §1(Exh. A), 11-21-17; Ord. No. 6223, §1, 9-3-19; Ord. No. 6427,
§§1(Exh. C), 2, 4-20-21; Ord. No. 6879, §2, 5-20-25)

Editor's note(s)—Ord. No. 6888, §1, adopted June 17, 2025 determines that Ordinance 6427 (Sunset Clause),
 Ordinance 6625 (extending Sunset Clause), Ordinance 6710 (extending the Sunset Clause), and Ordinance
 6820 (extending the Sunset Clause) be amended so that Ordinance 6427 and all amendments to Code
 Sections ordained or enacted by Ordinance 6427 shall automatically sunset, be repealed and become void on
 November 30, 2025 unless prior to that time and date the City Council amends this ordinance to repeal or
 further amend this sunset, repeal and termination section.




 Board of Adjustment
 March 2, 2026
 Item 2
 BOA-2026-0001 (SEVEN BREW)
 Page 9 of 20
164.06 Minimum Buildable Street Frontage
(A) Purpose. The purpose of minimum buildable street frontage regulations is to ensure traditional town
 form by locating buildings and structures in the build-to zone adjacent to the street.
 …




(D) Corner Lot.
 (1) Calculated by summing the linear distance of two (2) intersecting streets adjacent to the lot and
 applying the minimum buildable street frontage requirement of the underlying zoning district to
 the total.
 (2) The minimum buildable street frontage requirement shall be met by locating the principal
 façades of the primary structure in the build-to zone at the intersection of the two streets
 measured for the purposes of a corner lot.
 (3) If the minimum buildable street frontage requirement cannot be met supplemental elements
 shall be required and shall not exceed 25% of the minimum buildable street frontage
 requirement.
…


(E) Standards for Auto-Oriented Facilities. The intent of this section is to provide design standards for
 auto-oriented facilities in urban zoning districts. Auto-oriented developments such as fueling stations
 with convenience stores and drive-thru restaurants and banks utilize site development patterns that
 allocate a large percentage of the site area for vehicular movement and a necessarily smaller
 portion for the business structure. Urban zoning districts are designed to require traditional town
 form and the following standards are provided in an effort to achieve an improved development form
 for auto-oriented facilities.
 (1) Drive-Thru Facilities.
 (a) Auto-oriented developments that generate the majority of their business from a drive-
 in/drive-thru format shall make every effort but shall not be required to meet the minimum
 buildable street frontage requirement of the underlying zoning district.
 (b) These facilities shall locate the building's principal façade within the build-to zone.
 Supplemental elements shall be utilized to make up the remaining minimum buildable
 street frontage requirement for the development site.
…

(F) Supplemental Elements. A supplemental element that is utilized for meeting the minimum buildable
 street frontage requirement shall consist of at least one of the following, in addition to other required
 open spaces or pedestrian-oriented elements:



 Board of Adjustment
 March 2, 2026
 Item 2
 BOA-2026-0001 (SEVEN BREW)
 Page 10 of 20
(1) A masonry screen wall between 32 inches and 42 inches in height constructed with materials
 similar to the principal structure and a 50% minimum opacity;




(2) Functional outdoor space with an overhead structure and a minimum depth of six feet, such as
 a porch, outdoor dining area or courtyard;
(3) A colonnade with a minimum depth of 8 feet and a minimum height of 10 feet.
(4) Other similar features meeting the intent of this subsection, subject to the approval of the
 Zoning and Development Administrator.


…


(Code 1991, §160.080; Code 1965, App. A, Art. 7(5); Ord. No. 1747, 6-29-70; Ord. No. 2380, 9-20-
 77; Ord. No. 5348, 9-7-10; Ord. No. 5592, 06-18-13)




 Board of Adjustment
 March 2, 2026
 Item 2
 BOA-2026-0001 (SEVEN BREW)
 Page 11 of 20
 Civil Engineering, Landscape Architecture,
 Survey, Planning & Program Management

 3030 LBJ Freeway, Suite 920
 Dallas, TX 75234
 Office: 972.488.3737
 Toll-free: 1.877.488.3737
 ceieng.com

January 23, 2026,

City of Fayetteville
Planning Commission
113 West Mountain St.
Fayetteville, AR 72701
479.575.8267

Re: 7Brew Development – Variance Request
 N. Golf Club Dr. & W. Wedington Dr. Fayetteville, AR 72704
 Situs Address: 3610 Fayetteville Dr. Fayetteville, AR 72704

Board of Adjustments,

On behalf of the 7Brew Development Team, CEI Engineering respectfully requests a variance from the build-to
zone requirements outlined in the City of Fayetteville’s Unified Development Code. Specifically, this request
pertains to the standards established under Chapter 71B, which regulate building placement relative to the
designated build-to line. The proposed site design cannot fully comply with these requirements due to unique
operational and site constraints; therefore, we seek relief to allow a modified building setback that maintains the
intent of the ordinance while ensuring safe and efficient site functionality.

The proposed development is an approximately 510sqft drive-thru coffee shop with an 86 sq ft. remote cooler,
proposed dual drive thru lanes with pass-thru, and associated utility and landscape improvements. The site design
currently meets the requirements for the build to zone on W. Wedington Dr.; however, due to a significant portion
of the build to zone at the corner of Wedington Dr. and Golf Club Dr. being fully encompassed by a drainage
easement, we are unable to place the building inside of the build to zone.

Per the Technical plat meeting held with City Staff on December 17, 2025, it was brought to attention that due to
a portion of the build to zone on N. Golf Club Dr. being outside of the drainage easement, that an administrative
exemption is not possible for the build to zone since there is technically a portion that is buildable on.

We are requesting a variance to Chapter 71B Build to Zone requirements for the site, specifically the N. Golf Club
Dr. Build to Zone. This will allow for 7Brew operations to serve the business model needs for site and operation
functionality.

Please find enclosed our application and supplemental documents for consideration, including development plans.
Please do not hesitate to reach out to our office should any additional needs arise.

Respectfully Submitted,



Erin Dudley, Project Manager
edudley@ceieng.com
CEI Engineering Associates, Inc
Firm: 118




 Board of Adjustment
 March 2, 2026
 Item 2
 BOA-2026-0001 (SEVEN BREW)
 Page 12 of 20
 Board of Adjustment
 March 2, 2026
 Item 2
 FINAL PLAT
 Fortitude Subdivision
 Weddington Drive
 Fayetteville, AR BOA-2026-0001 (SEVEN BREW)
 PREPARED YYYY-MM-DD
 Page 13 of 20
 C/L
 LINKS AT FAYETTEVILLE
 1200 E JOYCE BLVD 6TH FLOOR
 LINKS AT FAYETTEVILLE
 1200 E JOYCE BLVD 6TH FLOOR LINKS AT FAYETTEVILLE
 FAYETTEVILLE, AR 72703 1200 E JOYCE BLVD 6TH FLOOR
 FAYETTEVILLE, AR 72703 APN: 765-24079-000 FAYETTEVILLE, AR 72703
 ZONING DISTRICT: RPZD APN: 765-24088-000 LINKS AT FAYETTEVILLE
 ZONING DISTRICT: RPZD 1200 E JOYCE BLVD 6TH FLOOR
 APN: 765-24080-000 FOUND 5/8" REBAR WITH CAP FAYETTEVILLE, AR 72703
 INSCRIBED "1460" APN: 765-13724-014
 ZONING DISTRICT: RPZD
 ZONING DISTRICT: RPZD
 S 86°21'00" E 1090.43'
 34.91' 68.83'
 N02°50'15"E
 380.01' 47.71' 59.85' 34.61' 54.46' 404.94' 87.89' 305.48'
 49.79'
 41.18'
 FOUND 5/8" REBAR WITH CAP
 S03°08'46"W N03°49'01"E
 74.45' ' FOUND 5/8" REBAR WITH CAP
 FOUND 5/8" REBAR WITH CAP FOUND 5/8" REBAR WITH CAP .95 INSCRIBED "1460"
 S00°22'36"W
 INSCRIBED "1460"
 S02°22'48"W S04°09'50"W N01°44'42"E
 22.17'
 INSCRIBED "1181" INSCRIBED "1181" 47 N: 643074.6640
 30.96'
 E: 658823.2168
 S 02°59'35" W 74.88'




 27.82'
 TREE "E
 N02°50'51"E


 TREE PRESERVATION
 PRESERVATION
 41.05'
 '17
 40.26' 42.14' 43.54'
 TREE PRESERVATION EASEMENT
 EASEMENT
 EASEMENT TREE PRESERVATION 8°
 EASEMENT
 03
 SIDEWALK

 N3
 6'06"W
 1"W N30
 43'3 °03' TREE
 S69°34.59' 42"W
 N08°3

 TREE PRESERVATION N4 "W
 43.5 58"E
 24'45 S28°32'31"W PRESERVATION
 EASEMENT 9°1 "W °03' N72°1 26"W S74° 7'
 56 5'13 S68 3' 3'58"W °26' 4' 22.4
 13.27' EASEMENT
 47
 °30' 2' 20.1 29.59' S68 22.8
 6' UNBUILDABLE
 .7
 7' "W S65 .3 N86°25'11"W N42°34'30"W
 53 20.37' 13.65' LOT 1
 46.46'
 100.79'
 RY
 °50' DRAINAGE FOUND 5/8" REBAR WITH CAP 38.23'
 S17°1
 N87°03'14"W
 S86°52'12"W 42,221.79 sf
 156.78'
 16 EASEMENT INSCRIBED "1181"
 6'37"W
 17.51'
 54.2 "W
 22"W
 29.33'
 0.97 ac
 °19'
 5'
 S29 46.70'
 N19 23.97'
 78.92'
 LOT 8 DRAINAGE
 EASEMENT
 33.56'
 N02°32'17"E


 72,737.36 sf
 N69° 2'30"W S 88°53'20" E 4.67'
 N90°00'00"W
 1.67 ac 02
 27.95'55"W S79°4 49'
 49.95'
 46.
 48.25' '
 TREE PRESERVATION 39.11'
 EASEMENT
 N03°10'35"E
 N 03°11'15" E 467.01'




 6"W
 4'0 '
 206.64'
 8°4 5
 S5 66.1
 S86°48'20"E 196.22'
 CX
 C4 159.86'
 15.22'
 36.36'
 '
 Private Street
 NA
 AS RECORDED IN 181.16 C3
 BEING TRACTS 1-4
 40.50'
 "W
 15 9803 1'00"E
 °48' 1' FILE NO. 2022-0003
 765-24087-000, N80°3
 LINKS AT FAYETTEVILLE
 S65 .2 APN: 765-24078-000,
 46 765-13724-010
 LOT 2 765-16230-000 &
 LAND AREA: E EASE
 ME NT WV
 AINAG 6'
 1200 E JOYCE BLVD 6TH FLOOR
 125,265.61 sf 11.441± ACRES 181.1
 SIDEWALK

 15' DR
 NW AR 2021 LLC
 S86°48'20"E 118.63'
 498390± SQ.FT. WV
 2.88 ac 40"E ACCESS, UTILITY, & DRAINAGE 21.89'
 "E °41'
 31'00 N70 FAYETTEVILLE, AR 72703
 H
 6'
 N80° EASEMENT (WIDTH VARIES)
 7887 E BELLEVIEW AVE STE 650
 D
 25.1
 Y
 & DRAINAGE
 ACCESS, UTILITY,
 VARIES)
 EASEMENT (WIDTH
 APN: 765-13722-002
 CX
 S 02°55'20" W 365.99'




 GREENWOOD VILLAGE, CO 80111
 N02°31'13"E CX C2
 15.00' S86°49'25"E 37.82' CX WV
 ZONING DISTRICT: RPZD
 275.46'
 I
 H
 APN: 765-16231-000
 43.81'
 D
 Y
 S86°48'20"E
 C1 N83°41'
 29"E 16.21'
 S86°49'25"E 197.79' 13.57' N02°32'17"E
 S86°49'25"E
 ZONING DISTRICT: CS
 NORTH GOLF CLUB DRIVE




 RESIDENTIAL LINK STREET (52' ROW)
 20.00' ' 9.47'
 173.71' S86°49'25"E t E 232.50
 Private Stree AINAG
 316.58'
 37.65' AS RECORDED IN
 N02°31'13"E


 & DR S06°18'31"E BEING TRACTS 1-4
 ILITY, H VARIES) 39803
 SS, UT FILE NO. 2022-000
 30.00'
 30' DT 10.39'
 ACCE MENT (WI 765-24087-000,
 VARIABLE WIDTH PUBLIC RIGHT-OF-WAY
 EASE APN: 765-24078-000,
 225.12'
 765-13724-010
 765-16230-000 &
 6'13"E LAND AREA:
 30' ACCESS, DRAINAGE, & UTILITY EASEMENT N81°1
 DRAINAGE EASEMENT (WIDTH VARIES)




 11.441± ACRES
 461.88'
 N3
 229.79'
 S86°49'25"E 131.02'
 VARIABLE WIDTH ASPHALT PAVEMENT
 IM
 N86°49'25"W W 498390± SQ.FT.
 20.00' 3"W CX
 H
 Y D V
 S87°28'47"E 107.77'
 9'2 ' 7°
 1°4 7.00 7"W
 305.54'
 3
 1 0'3 ' 17 1'1
 RANGE 31 WEST




 .2 3"E
 SIDEWALK

 8°1 .69 6' H
 S5 1 6
 D
 Y
 (AS SHOWN PER PLAT RECORD 023A-00000349,

 N4 WV
 30' ACCESS EASEMENT




 H D
 Y
 EASTERLY LINE OF SECTION 12 OF TOWNSHIP 16 NORTH,




 15'
 & FILE 2014-00002912 )

 15'
 181.53'
 175.61'
 LOT 7
 EL
 25.5' LOT 6 50,581.21 sf
 Private Street


 15'
 55,457.90 sf
 314.85'
 LOT 5 1.16 ac
 1.27 ac
 RANGE 30 WEST




 59,946.03 sf
 248.33' 262.37'
 1.38 ac
 WESTERLY LINE OF SECTION 7 OF TOWNSHIP 16 NORTH,




 N02°32'17"E
 ACCESS, UTILITY EASEMENT ACCESS, UTILITY EASEMENT




 Private Street
 259.49'
 LOT 4
 N02°53'29"E

 LOT 3
 S02°32'17"W

 44,555.85 sf
 N02°31'13"E


 43,268.18 sf 1.02 ac
 N02°32'17"E
 N02°31'13"E


 0.99 ac SVC ABS LLC
 N02°53'23"E
 250.77'
 255 WASHINGTON ST STE 300
 N02°53'23"E
 PR
 31.45'
 N03°46'48"E

 NEWTON, MA 02458-1634
 APN: 765-13722-003
 N02°31'13"E N02°31'13"E
 10' UTILITY EASEMENT
 SIDEWALK

 (FILE NO. 2017-00030779) ZONING DISTRICT: RPZD
 Trail Access Easement 15' UTILITY EASEMENT
 S87°06'37"E
 (1' Off of Trail Edge) (DEED 886-630) N02°55'20"E
 20.00'
 (FILE NO. 2017-00030779) 5.53'
 10' UTILITY EASEMENT N02°53'23"E
 S 551.28'
 S02°53'23"W UTILITY EASEMENT
 (FILE NO. 2017-00030779) 10.64' 10.45'
 S87°39'45"E UTILITY EASEMENT
 14.60' 10.00'


 15' UTILITY EASEMENT
 S87°39'45"E 141.65'
 (DEED 886-630) H
 343.56' UTILITY EASEMENT WV
 D
 Y
 CX CX
 (FILE NO. 2017-00030779)
 8.02'
 WV
 7.89'
 S87°39'45"E UTILITY EASEMENT WV S72°3
 ' 7'34"E
FOUND 5/8" REBAR WITH CAP 10' 62.59 H
 10.00' 10.00' 6.77'




 WV D
 Y
 INSCRIBED "1181"
 62.86' N87°29'13"W S 159.69' 26.02'
 WV
 CX 2'26"W N87°29'13"W
 19.78'
 G
 N: 642677.7930 H
 WV
 '
 CX
 S72°3 S77°2 91.39' 26.69' R/W
 D
 Y
 25' 43.53 4'2 211.35' N87°29'13"W N 84°03'06" W N 87°22'28" W 61.37'
 0"E
 N87°29'13"W 15' N 88°19'26" W 96.84'
 E: 657709.0263
 1'11"W
 44.65' S
 N87°29'13"W 176.97' L2S " W 64.9
 8' N 84°03'06" W
 10' S77°2 173.70' S 85°58'52 35.11'
 S N87°29'13"W 128.13' 30.67'
 48' MSP ROW


 N87°29'13"W 185.18' 135.65' S87°28'32"E
 S87°26'50"E D
 S87°29'05"E 363.34' D
 48' MSP ROW


 N 87°28'37" W 181.62' FOUND 5/8" REBAR WITH FOUND 5/8" REBAR WITH CAP
 FOUND 5/8" REBAR WITH CAP CAP INSCRIBED "1181"
 N 02°31'20" E 93.77' (M)


 FOUND PK NAIL INSCRIBED "1181"
 INSCRIBED "1181"
 TBM#1 SET 5/8" REBAR WITH CAP
 D 2 FOUND 5/8" REBAR WITH CAP
 SIDEWALK POB OF TRACT POB OF POB OF TRACT 4 INSCRIBED "AR PLS 1659"
 WITH CAP INSCRIBED "1181" FOUND 5/8" REBAR WITH CAP C/L
 FOUND 5/8" REBAR TRACT 3
 FOUND PK NAIL
 POB OF TRACT 1 INSCRIBED "1181"
 ℄
 INSCRIBED "1181"
 ℄
 TBM#2
 FOUND 5/8" REBAR WITH CAP
 ℄ ℄ WEST WEDINGTON DRIVE
 N 02°21'00" E 93.81' (R)


 INSCRIBED "1181"
 WEST WEDINGTON DRIVE ℄ ℄ REGIONAL HIGH ACTIVITY LINK STREET
 VARIABLE WIDTH PUBLIC RIGHT-OF-WAY
 C/L ℄ REGIONAL HIGH ACTIVITY LINK STREET VARIABLE WIDTH ASPHALT PAVEMENT
 VARIABLE WIDTH PUBLIC RIGHT-OF-WAY (AS SHOWN PER FILE NO. 2017-00030779)
 VARIABLE WIDTH ASPHALT PAVEMENT
 (AS SHOWN PER FILE NO. 2017-00030779) NT
 D D FOUND CITY MONUME
 STAMPED
 D 2" ALUMINUM CAP
 "WED 1 2017"
 D FO
 D G FO
 FIRST UNITED PENTECOSTAL CHURCH WV WV
 OZARK ELECTRIC COOPERATIVE CORP
 AIRWAYS FREIGHT CORP PO BOX 165 H D
 Y
 PO BOX 848
 PO BOX 1888 WV FAYETTEVILLE, AR 72702 OZARK ELECTRIC COOPERATIVE CORP FAYETTEVILLE, AR 72702
 FAYETTEVILLE, AR 72702 APN: 765-16249-000 PO BOX 848 APN: 765-13730-002
 APN: 765-16250-001 ZONING DISTRICT: R-A 1, 2, 3, & 4 FAYETTEVILLE, AR 72702 ZONING DISTRICT: R-A
 Church Sign S POC OF TRACTS
 ZONING DISTRICT: R-O M MONUMENT
 FOUND 2" ALUMINU 7, APN: 765-13729-000
 CORNER OF SECTION ZONING DISTRICT: R-A
 OZARK ELECTRIC WEST QUARTER
 RANGE 30 WEST
 COOPERATIVE CORP TOWNSHIP 16 NORTH,
 PO BOX 848
 FAYETTEVILLE, AR 72702
 APN: 765-16249-010
 ZONING DISTRICT: R-O
 BLEW
 T
 20' UTILITY EASEMEN
 (FILE 2019-00040059)
 N
 GRAPHIC SCALE Surveying Engineering
 nw
 ne Environmental
 40' 0 20' 40' 80' 160'
 3825 N. Shiloh Drive Office: (479) 443-4506
 W E Fayetteville, Arkansas 72703 www.BLEWINC.com
 se ( IN FEET )
 sw
 1 inch = 40 ft
 Know what's below. Project №: 22-11352
 Call before you dig. S
 Sheet 2 of 5
 Board of Adjustment
 March 2, 2026
 ACREAGE SUMMARY TABLE ZONING
 SITE INFORMATION
 UT - URBAN THROUGHFARE

 ADJACENT ZONING
 INFORMATION
 Item 2
 PARCEL ± 50,755 SF (1.17 AC) BUILDING FOOTPRINT NORTH UT
 (TOTAL, 2 STRUCTURES) 780 SF
 BOA-2026-0001 (SEVEN BREW)
 PERVIOUS AREA ± 19,608 SF (0.45 AC)
 BUILDING HEIGHT 19' SOUTH ARDOT ROW
 IMPERVIOUS AREA ± 31,147 SF (0.72 AC)
 N GOLF CLUB DR.


 SETBACKS EAST RPZD
 PARKING TABLE NORTH 0' BUILDING; 5' LANDSCAPE WEST CS SITE
 SPACES REQUIRED SPACES PROVIDED
 SOUTH 10'-25' BTZ; 15' LANDSCAPE
 Buildable area



 STANDARD CAR PARKING 7 SPACES 16 SPACES
 Page 14 of 20
 EAST 10'-25' BTZ; 5' LANDSCAPE
 ACCESSIBLE PARKING
 TOTAL CAR PARKING
 1 SPACE
 8
 1 SPACE
 17 SPACES
 WEST 0' BUILDING; 5' LANDSCAPE 0 20' 30' 40' Know what's below. W. WEDINGTON DR.
 SCALE IN FEET Callbefore you dig.
 CEI ENGINEERING ASSOCIATES, INC.
 T65
 POND
 2600 NE 11TH ST, SUITE 300
 NOTE: SITE BENCHMARK BENTONVILLE, AR 72712
 PHONE: (479) 273-9472
 SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND SITE BENCHMARK 1:
 FAX: (479) 273-0844
 MAG NAIL N:642628.834 E:658506.402 Z:1260.798
 SITE BM #4 DIMENSIONS OF PORCHES, RAMPS, VESTIBULE, SLOPED SITE BENCHMARK 2:
 MAG NAIL
 PAVING, TRUCK DOCKS, BUILDING UTILITY ENTRANCE
 N:642982.035
 E:658869.519
 Z:1256.145
 LOCATIONS AND PRECISE BUILDING DIMENSIONS.
 MAG NAIL N:642787.68 E:658914.90 Z:1259.43
 SITE BENCHMARK 3:
 MAG NAIL N:642610.319 E:658910.296 Z:1261.993
 SITE BENCHMARK 4:
 VICINITY MAP REVISION
 NOT TO SCALE
 PO MAG NAIL N:642982.035 E:658869.519 Z:1256.145 NO. DESCRIPTION DATE
 PON POND POND POND ND
 D POND POND
 POND POND PROPOSED LOT LINE
 POND
 ? Ms Storm Drain And Inlet Under Construction
 1256.10
 POND S86°48'20"E POND POND POND POND
 196.22'
 LEGEND
 Private Street EXISTING LEGEND
 21A POWER POLE
 10B
 G GAS METER
 R12' 21A LIGHT POLE GV GAS VALVE
 8" W EB ELECTRIC BOX G GAS MARKER
 STOP
 R12' 8" W
 8" W 8" W ELEC. PULL BOX
 8" W 8" W 8" W 8" W 8" W EPB SIGN
 8" W 01A TYP. 24'
 12G 12F 8" W ? Ms Metal
 1257.09
 8" W
 Proposed Access, Utility, & Drainage Easement R12' R12'
 S SANITARY SEWER MANHOLE FIRE HYDRANT
 Width Varies CO SANITARY SEWER CLEANOUT W WATER MANHOLE
 WV
 Asphalt Paving
 20 LF
 20217
 fh
 1259.82 D STORM SEWER MANHOLE WV WATER VALVE
 12A
 LANE 1 LANE 2
 TYP. T TELEPHONE RISER WATER METER
 Easement (Width Varies)


 24' 10A
 TRACT 4 TELEPHONE PULL BOX SET IRON PIN W/CAP
 N/F TPB
 R8'
 R42'
 LINKS AT FAYETTEVILLE SP IRRIGATION CONTROL VALVE SET MAG NAIL W/WASHER
 43' 3600 W PLAYER LN
 17A R29.5' SPRINKLER HEAD FOUND MONUMENT
 R27.5' FAYETTEVILLE, AR 72704
 R15' APN: 765-13722-000
 BEING TRACTS 1-4 AS RECORDED IN FILE 365.92' ZONING DESIGNATION: RPZD
 B BOLLARD YH YARD HYDRANT/SPICKET
 Proposed Drainage

 NO. 2022-00039803 12F 11A PASS
 R8' BENCHMARK
 THRU S02° 53' 26"W
 APN: 765-24078-000, 765-24087-000, 11A 12F
 DO NOT ENTER R8'
 R8'
 NATURAL
 765-16230-000 & 765-13724-010 VE W WATER LINE CHAIN LINK FENCE
 RESIDENTIAL LINK STREE
 R8'
 GROUND WOOD PANEL FENCE
 LAND AREA: PASS GAS GAS LINE //
 NORTH GOLF CLUB DRI



 THRU
 T (52' ROW)
 11.441± ACRES ۞ MASONRY FENCE
 R3' R3' SS SANITARY SEWER LINE
 498390± SQ.FT. IRON FENCE
 VARIABLE WIDTH PUBL
 ∆
 N03° 10' 32"E TELEPHONE LINE
 359 SF 12D OHT PROPERTY LINE
 12D 354 SF
 IC
 VARIABLE WIDTH ASPH RIGHT-OF-WAY


 TYP. LOT LINE
 01A UGL ELECTRIC LINE
 443.81' 12A
 EASEMENT LINE
 CONC
 OHE OVERHEAD POWERLINE SECTION LINE
 Tract 4
 02A TYP.
 ALT PAVEMENT
 PROPERTY LINE ADJUSTMENT PLAT x BARBED WIRE FENCE
 RETE
 2' Inst. No. 2017-00030779 S.I.P.-SET IRON PIN B/L/L-BUILDING LIMIT LINE
 I.P.-IRON PIN CGMP-CORRUGATED METAL PIPE
 W WEDINGTON DR. AND N GOLF CLUB DR.


 (AS SHOWN PER PLAT
 37.51'
 16'
 PROPOSED LOT LINE
 19' 2' 2'
 24' 19' U/E-UTILITY EASEMENT
 F.I.P.-FOUND IRON PINH/C-HANDICAPRCP-REINFORCED CONCRETE PIPE
 RECORD 023A-00000349,
 16' 12.5' 12.5'
 Concrete Walk

 NOTE: ALL MONUMENTS SET ARE CAPPED 1/2" IRON PINS OR MAG NAILS
 316.58'
 19' PASS WV
 09B TYP. H YD
 WITH WASHERS BOTH BEING STAMPED "DEE LS 1835"
 N02°53'29"E

 H
 TYP 19' THRU YD
 & FILE 2014-00002912
 TYP
 9'
 TYP. 09B PROPOSED LEGEND
 LOT 6
 TYP 9'
 ) ASPHALT
 TYP 8
 PROPERTY LINE/RIGHT OF WAY LINE
 Asphalt Paving
 LOT 7 CONCRETE CURB AND GUTTER. SEE DETAIL PAVING PLAN
 CONCRETE

 09U SITE BM #2
 N:642787.68 #2
 N:642787.68
 E:658914.90
 Z:1259.43
 E:658914.90
 Z:1259.43
 CURB INLET AREA INLET
 9 09S
 VAN
 9' COMBINATION INLET
 BUILDING CONTROL POINT
 SEVEN BREW


 TYP. 01A 01A TYP.
 FAYETTEVILLE, ARKANSAS




 R3' R3' 9' 10' - 25' Built to Zone Per Plat # PROPOSED PARKING SPACES
 09L
 11.06' 13.5' 70C
 LIMITS OF SIDEWALKS AND CONCRETE APRONS (PER ARCHITECTURAL PLANS)
 5'
 PASS 01A TYP.
 THRU PERVIOUS SURFACE
 01B TYP. 16'
 13.53'
 TYP. 01B 03D
 GENERAL SITE NOTES
 R15' A. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
 R15' B. ALL CURB RETURN RADII SHALL BE 3', AS SHOWN TYPICAL ON THIS PLAN, UNLESS OTHERWISE NOTED.
 254 SF
 12D
 C. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS: ALL CURB AND
 08B GUTTER ADJACENT TO ASPHALT PAVING SHALL BE INSTALLED PER DETAIL 01A. ALL CURBING ADJACENT TO CONCRETE
 PASS
 Concrete Walk

 18' PAVING SHALL BE INSTALLED PER DETAIL 01B. PAVEMENT SHALL BE INSTALLED IN ACCORDANCE WITH DETAIL 08A
 01A TYP. THRU R15' OVER THE ENTIRE PARKING LOT AREA AND ALL APPROACH DRIVES. ALL PARKING LOT STRIPING INCLUDING ACCESSIBLE
 AND VAN ACCESSIBLE SPACES SHALL BE PAINTED PER DETAIL: 09L.
 DRAWING LOCATION - P:\34000\34613.0\DRAWINGS\DESIGN\WORKING\34613-SP.DWG -- SAVED BY - NTIECHE




 R27.5'
 D. ALL PARKING LOT SIGN BASE SUPPORTS SHALL BE INSTALLED PER DETAIL 12F.
 Asphalt Paving

 R29.5'
 R25'
 START 21B
 STOP 12.5'
 01A TYP.
 E. ALL ACCESSIBLE PARKING STALLS SHALL HAVE SIGNAGE INSTALLED PER DETAIL 09S.
 R1' 2' 70B R42' F. PRIOR TO ANY CONSTRUCTION IN RIGHT-OF-WAY, CONTRACTOR SHALL INSTALL TRAFFIC CONTROL IN ACCORDANCE
 f-Way
 North Golf Club Drive


 WITH MUTCD.
 21B FINISH 21B START 03N
 STOP
 Variable Width Right-o


 Trail Access 01A TYP. 12.5'
 TYP. 01B R4'
 0.5'
 FINISH 21B 6' SITE DETAILS
 Easement (1' Off 28.74'
 19.03' 66.61' 01A TYPE A CONCRETE CURB AND GUTTER
 7 BREW
 of Trail Edge) 10' RC 14.6' 530 SF
 01B TYPE B CONCRETE INTEGRAL CURB AND GUTTER
 02A PRECAST CONCRETE WHEEL STOP PROFESSIONAL OF RECORD ACA
 FFE:1262.49 FFE:1262.50 03D
 28.79' 24.99' 10' 39.4' 70A 03D CONCRETE SIDEWALK
 14.6'
 19.24' PROJECT MANAGER ASM
 03K CONCRETE SIDEWALK
 Proposed Utility Easement
 10' - 25' Built to Zone Per Plat 66.3' 03N WHEELCHAIR RAMP IN SIDEWALK (TYPICAL AT EACH DRIVEWAY CURB RETURN) DESIGNER NDT
 10'
 6' 09B NINETY DEGREE PARKING SPACE STRIPING
 8" W 09L 90 DEGREE VAN ACCESSIBLE PARKING SPACE STRIPING CEI PROJECT NUMBER 34613
 8" W TYP.
 8" W 8" W 03K 09S ACCESSIBLE / VAN ACCESSIBLE PARKING SIGN
 8" W 10' U/E Per Plat 3' 5'
 35.76'
 8" W 09U ACCESSIBLE PARKING SYMBOL DATE 1/21/2026
 8" W 10A TRAFFIC FLOW ARROW
 36.88'
 8" W REVISION REV-0
 36.88'
 WV
 8" W 10B STOP BAR
 8" W
 20529
 Point of Beginning fh
 11A DO NOT ENTER SIGN
 36.47'
 1262.37
 SS SS 8" W 12F SIGN BASE
 SS SS SS 14A 8" 12G STOP SIGN
F.I.P.#4 "JORGENSEN PLS 1118" SS S W Stop Sign 14A CONCRETE SWALE
 9005
 30.70' 15' R/W & U/E Per Plat 70A BIKE RACK
 pc fip4 jorgensen pls 1118
 N84° 03' 24"W
 1259.36
 96.89' GV
 30.70'
 18.33' 69.40' N88° 18' 35"W
 G
 61.37' SITE NOTES
 61.37' N87° 24' 22"W
 SIDEWALK SITE PLAN
 D  D
 SD 4.16' 08B OVERHEAD CANOPY - (TYP.-PER ARCH. PLANS).
 SITE BM #1
 SD SD SD
 H
 YD R/W SITE BM #3
 MAG NAIL
 N:642610.319 12A 4 INCH TRAFFIC YELLOW LANE STRIPE (SEE LENGTH INDICATED AT SYMBOL). SHEET TITLE
 MAG NAIL SD SD E:658910.296 12D 4 INCH WIDE PAINTED YELLOW STRIPES. 2.0 FOOT O.C. @ 45 DEGREES (SEE SIZE INDICATED AT SYMBOL).
 N:642628.834
 SD
 48' MSP ROW
 E:658506.402 SD SD
 Z:1261.993
 21A TAPER CURB TO MATCH EXISTING CURB. SHEET NUMBER
 Z:1260.798 SD SD 21B TAPER CURB FROM 6 INCHES TO 0 INCHES OVER 2 FEET.
 © 2026 CEI ENGINEERING ASSOCIATES, INC.
 Dedication

 70B
 70C
 45° STRIPING
 DUMPSTER ENCLOSURE (REF. ARCH PLANS)
 C2.0
 Board of Adjustment
 March 2, 2026
 Item 2
 BOA-2026-0001 (SEVEN BREW)
 N GOLF CLUB DR.

 SITE
 Page 15 of 20
 0 20' 30' 40' Know what's below. W. WEDINGTON DR.
 SCALE IN FEET Callbefore you dig.
 CEI ENGINEERING ASSOCIATES, INC.
 1254 PO 2600 NE 11TH ST, SUITE 300
 N
 POND POND
 D NOTE: SITE BENCHMARK BENTONVILLE, AR 72712
 1256 PHONE: (479) 273-9472
 POND SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND SITE BENCHMARK 1:
 FAX: (479) 273-0844
 POND MAG NAIL N:643162.212 E:658843.323 Z:1255.279
 POND POND POND POND DIMENSIONS OF PORCHES, RAMPS, VESTIBULE, SLOPED SITE BENCHMARK 2:
 PAVING, TRUCK DOCKS, BUILDING UTILITY ENTRANCE
 LOCATIONS AND PRECISE BUILDING DIMENSIONS.
 MAG NAIL N:642982.035 E:658869.519 Z:1256.145
 SITE BENCHMARK 3:
 MAG NAIL N:642610.319 E:658910.296 Z:1261.993
 VICINITY MAP REVISION
 Private Street SITE BENCHMARK 4:
 MAG NAIL N:642628.834 E:658506.402 Z:1260.798
 SITE BENCHMARK 5:
 NOT TO SCALE
 NO. DESCRIPTION DATE
 N:642787.68 E:658914.90 Z:1259.43
 8" W
 8" W
 8" W
 8" W
 8" W
 LEGEND
 8" W CITY OF FAYETTEVILLE STANDARD LANDSCAPE NOTES
 8" W EXISTING LEGEND
 Ms Metal
 ? 1257.09
ty, & Drainage
 1. CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL UTILITIES PRIOR TO STARTING ANY WORK. THE POWER POLE
 2. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ARKANSAS ONE-CALL TO CONFIRM ALL UTILITIES. G GAS METER
 WV
 3. ALL PLANTS MUST BE HEALTHY, VIGOROUS AND FREE OF PESTS AND DISEASE. LIGHT POLE
 S
 20217
 fh
 1259.82
 4. STANDARDS SET FORTH IN “AMERICAN STANDARD FOR NURSERY STOCK” REPRESENT GUIDELINE GV GAS VALVE
 1257 S S SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL.
 5. ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED ON THE PLANT LIST.
 EB ELECTRIC BOX G GAS MARKER
 6. ALL REQUIRED TREES SHALL BE 2” MINIMUM CALIPER, WITH A SINGLE DOMINATE CENTRAL TRUNK.
 S 7. MULTI-TRUNK TREES WILL NOT BE ACCEPTABLE WITHOUT PRIOR APPROVAL FROM URBAN FORESTRY.
 EPB ELEC. PULL BOX SIGN
 8. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED, UNLESS SPECIFIED OTHERWISE, AND MUST
 MEET ALL REQUIREMENTS SPECIFIED ON PLANS. S SANITARY SEWER MANHOLE FIRE HYDRANT
 S 9. ALL TREES AND SHRUBS SHALL BE INSTALLED PER STANDARD CITY OF FAYETTEVILLE PLANTING DETAILS.
 1258 10. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER CO SANITARY SEWER CLEANOUT W WATER MANHOLE
 CONSTRUCTION.
 11. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED WITH A 4” LAYER OF ORGANIC HARDWOOD D STORM SEWER MANHOLE WV WATER VALVE
 MULCH SHALL BE NOT BE PLACED IMMEDIATELY ADJACENT TO TREE TRUNKS, BUT SHALL BE
 KEPT AT LEAST 3” FROM ROOT COLLAR AT THE SOIL LINE.
 12. ALL PROPOSED PLANTING AREAS COVERED BY GRASS SHALL HAVE THE SOD COMPLETELY REMOVED
 T TELEPHONE RISER WATER METER
 S
 BEFORE PLANTING BEGINS.
 13. ALL PLANTING BEDS SHALL BE CONTAINED BY EDGING MATERIAL OTHER THAN VEGETATION. TPB TELEPHONE PULL BOX SET IRON PIN W/CAP
 14. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND
 UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. THE SP IRRIGATION CONTROL VALVE SET MAG NAIL W/WASHER
 CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE
 APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION AT NO COST TO SPRINKLER HEAD FOUND MONUMENT
 1259
 ies)
 THE OWNER.
 S 15. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE
 125
 9 PRICING THE WORK.
 B BOLLARD YH YARD HYDRANT/SPICKET
 Easement (Width Var


 16. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING MATERIAL (INCLUDING BUT NOT
 LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) IN ALL PLANTING AREAS AND LAWN BENCHMARK
 AREAS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE OWNER.
 17. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR
 W WATER LINE CHAIN LINK FENCE
 BEGINNING ON THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MAKE ALL GAS GAS LINE // WOOD PANEL FENCE
 REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD.
 S 18. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES SHALL BE PROMPTLY REMOVED FROM THE SITE ۞ MASONRY FENCE
 SS SANITARY SEWER LINE
 1259
 AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST ∆ IRON FENCE
 SPECIFICATIONS.
 19. NOTIFY LANDSCAPE ARCHITECT OR DESIGNATED REPRESENTATIVE OF ANY LAYOUT DISCREPANCIES PRIOR
 OHT TELEPHONE LINE FOC FIBER OPTIC LINE
 TO ANY PLANTING. LOCATE ALL UTILITIES AND SITE LIGHTING CONDUITS BEFORE CONSTRUCTION BEGINS.
 UGL ELECTRIC LINE PROPERTY LINE
 20. ALL DISTURBED AREAS SHALL BE SEEDED WITH A GRASS SEED MIX CONSISTING OF 70% TURF TYPE
 FESCUE, 20% PERENNIAL RYE, AND 10% BERMUDA GRASS AT 5 POUNDS PER 1,000 SQUARE FEET. LOT LINE
 21. ALL AREAS TO BE SEEDED SHALL RECEIVE 4” OF TOPSOIL AND BE GRADED PER THE GRADING PLAN. OHE OVERHEAD POWERLINE EASEMENT LINE
 S 12 22. IRRIGATION SHALL BE EITHER AN UNDERGROUND AUTOMATIC SYSTEM OR SHALL UTILIZE HOSE BIBS
 60 x BARBED WIRE FENCE SECTION LINE
 Proposed Drainage


 EVERY 100’ AS REQUIRED BY FAYETTEVILLE LANDSCAPE ORDINANCE.
 23. MAINTENANCE: THE CURRENT OWNER OF THE PROPERTY SHALL BE RESPONSIBLE FOR THE ONGOING B/L/L-BUILDING LIMIT LINE
 MAINTENANCE OF REQUIRED LANDSCAPING.
 S.I.P.-SET IRON PIN I.P.-IRON PIN CGMP-CORRUGATED METAL PIPE
 24. REPLACEMENT LANDSCAPING: REQUIRED LANDSCAPING THAT DIES OR IS DAMAGED SHALL BE U/E-UTILITY EASEMENT
 REMOVED AND REPLACED BY THE CURRENT OWNER OF THE PROPERTY. THE OWNER SHALL HAVE 60 F.I.P.-FOUND IRON PINH/C-HANDICAPRCP-REINFORCED CONCRETE PIPE
 W WEDINGTON AND N GOLF CLUB



 DAYS FROM THE RECEIPT OF WRITTEN NOTICE ISSUED BY THE CITY TO REMOVE AND REPLACE ANY NOTE: ALL MONUMENTS SET ARE CAPPED 1/2" IRON PINS OR MAG NAILS
 REQUIRED LANDSCAPING THAT DIES OR IS DAMAGED. WITH WASHERS BOTH BEING STAMPED "DEE LS 1835"
 S 25. THREE (3) YEAR MAINTENANCE SURETY SHALL BE DEPOSITED FOR EACH REQUIRED STREET AND
 MITIGATION TREE.
 26. ANY STRUCTURAL SOIL REQUIRED MUST BE INDICATED ON PLAN, HAVE CERTIFIED DOCUMENTATION, AND
 10' - 25' Built to Zone Per Plat BE INSPECTED BY URBAN FORESTER AT TIME OF INSTALLATION.
 12
 61 12 1260
 27. MAINTAIN 5’ MIN. HORIZONTAL SEPARATION BETWEEN TREE PLANTINGS AND UTILITY LINES.
 28. ALL PLANTING DETAILS ARE ACCORDING TO FAYETTEVILLE LANDSCAPE MANUAL.
 PROPOSED LEGEND
 61
 BOUNDARY LINE TREE DESIGNATIONS
 S 2025-08-27 12:47 STORM DRAIN S STREET
 SEVEN BREW


 P 50Q X
 PLANT SCHEDULE EASEMENTS AND/OR
 RIGHT-OF-WAYS
 P
 M
 PARKING
 MITIGATION
 D DETENTION FACILITY
 FAYETTEVILLE, ARKANSAS


 SYMBOL QTY BOTANICAL / COMMON NAME SIZE DETAIL CAL.
 1260 GENERAL NOTES
 S S
 50Q TREES
 A. SEE LANDSCAPE NOTES (SHEET C6.1) FOR LANDSCAPE NOTES AND DETAILS.
 TYP 50A 3 GLEDITSIA TRIACANTHOS INERMIS 'SHADEMASTER' / SHADEMASTER HONEY LOCUST B&B 50A 2.00" CAL.
 LANDSCAPE DETAILS
 6 PLATANUS X ACERIFOLIA `BLOODGOOD` / BLOODGOOD LONDON PLANE TREE B&B 50A 2.00" CAL.
 S
 50A TYP 1261 50Q STEEL EDGING
 77A CITY OF FAYETTEVILLE TREE PLANTING DETAIL
 NORTH GOLF CLUB DR



 0
 126 5 QUERCUS SHUMARDII / SHUMARD OAK B&B 50A 2.00" CAL.
 77B CITY OF FAYETTEVILLE SHRUB PLANTING DETAIL
 S 0
 1''W 126
 DRAWING LOCATION - P:\34000\34613.0\DRAWINGS\DESIGN\WORKING\34613-LP.DWG -- SAVED BY - MPARKS




 1261
 4 TILIA CORDATA / LITTLELEAF LINDEN B&B 50A 2.00" CAL.
 RC 12607 BREW
 1''W FFE:1261.25 510 SF 1261 PRELIMINARY NOT
 FFE:1261.25
 FOR CONSTRUCTION
 60 SYMBOL QTY BOTANICAL / COMMON NAME SIZE DETAIL
 12
 1261 126
 1
 E 60 SHRUBS
 12 50Q 43 JUNIPERUS CHINENSIS 'KALLAYS COMPACT' / KALLAY COMPACT PFITZER JUNIPER 5 GAL 50B 08/28/2025
 W
 M W
 M 6''SS 13 JUNIPERUS X 'GREY OWL' / GREY OWL JUNIPER 5 GAL 50B
 50Q
 10' U/E
 8" Per
 W Plat 25'
 15' R/W & U/E Per Plat 1261 37 MISCANTHUS SINENSIS 'ADAGIO' / ADAGIO EULALIA GRASS 5 GAL 50B PROFESSIONAL OF RECORD POR
 SS 10' FOC8" W
 8" W
 UGE
 WV
 20529
 fh
 8" W PROJECT MANAGER PM
 1262.37
 29 PHYSOCARPUS OPULIFOLIUS 'HOOGI016' / LITTLE ANGEL™ NINEBARK 5 GAL 50B
 8" W
 DESIGNER ARV
 8"
 SS SS SS SS 0 12
 W Stop Sign
 16 RHUS AROMATICA 'GRO-LOW' / GRO-LOW FRAGRANT SUMAC 5 GAL 50B
 CEI PROJECT NUMBER 34613
 SS SS 126 6
 SS 2 SS DATE 8/28/2025
 GV SS QTY
 G SYMBOL BOTANICAL / COMMON NAME SIZE
 REVISION REV-0
 50Q 1262
 W GROUND COVERS
 UGE 1260 50Q 1260 W
 SD
 H
 YD W R/W
 W 15,838 SF CYNODON DACTYLON / BERMUDAGRASS SOD
 SD SD SD SD SD SD 2025-08-27 12:49
 SD
 REFERENCE NOTES SCHEDULE
 WEST WEDINGTON DR LANDSCAPE PLAN
 SYMBOL DESCRIPTION QTY DETAIL
 UGE 7/8" - 1.5" DIA. CLEANED RIVER ROCK, 714 SF SHEET TITLE
 10' UTILITY EASEMENT COLOR - TAN/BROWN
 3" DEPTH SHEET NUMBER
 (FILE NO. 2017-00030779)
 © 2025 CEI ENGINEERING ASSOCIATES, INC.



 SHREDDED HARDWOOD MULCH 3,183 SF
 L1.0
 Board of Adjustment
 March 2, 2026
 EXTERIOR MATERIALS LEGEND
 MARK BUILDING MATERIALS
 Item 2
 A PANEL BRICK (PL-2)
 BOA-2026-0001 (SEVEN BREW)
 B PANEL BRICK (PL-1)
 C REGAL BLUE BRAKE METAL FASCIA (MP-2)
 E D REGAL BLUE SOFFIT PANELS (MP-2)
 E REGAL BLUE STANDING SEAM ROOF PANELS (MP-2)
 F REGAL BLUE BRAKE METAL (MP-2) FURRED OUT ON COLUMN
 C
 ROUND STOREFRONT SIGN; SUPPLIED AND ISTALLED BY SIGN CONTRACTOR - GENERAL
 Page 16 of 20
 G
 CONTRACTOR TO SUPPLY POWER.
 2
 H 1/4" THICK ACRYLIC SIGNAGE APPLIED TO SIDING WITH VH DOUBLE SIDE TAPE.
 ILLUMINATED STOREFRONT SIGNAGE BY SIGN CONTRACTOR - GENERAL CONTRACTOR TO
 A J
 PROVIDE POWER.
 C C K METAL SALES COPING - OLD ZINC GRAY
 L ZINC GRAY BRAKE METAL CAP (MP-4) (SHOWN SHADED)
 M BOLLARD, PAINTED (PT-1)
 K K
 EXTERIOR ELEVATION KEYNOTES
 # KEYNOTE
 7 2
 ATTIC FLOOR 1 PRE-ENGINEERED CANOPY AND FRAMING - SEE STRUCTURAL DRAWINGS
 9' - 5 3/4" 2 LED FLEX LIGHT
 1 1 3 OUTDOOR SPEAKERS MOUNTED TO CANOPIES - TYP OF (3) REF: SYSTEMS PLAN
 4 ADDRESS NUMBERS TO BE 8" TALL W/ 2" BRUSH STROKE.
 B.O. CANOPY
 3 3 5 ELECTRICAL EQUIPMENT; SEE MEP DRAWINGS
 3 8' - 6"
 6 FROST-PROOF HOSE BIBB
 (BEYOND)
 7 EXTERIOR WEATHER-PROOF OUTLET; SEE MEP
 12 SURFACE MOUNTED SIGN BOX BY SIGNAGE CONTRACTOR - GENERAL CONTRACTOR TO Architect of Record
 REMOTE COOLER 9
 PROVIDE POWER.
 (SEE SHEET A2.3)
 10 TOP OF FOOTER. COORDINATE W/ STRUCTURAL AND CIVIL DRAWINGS.
 5
 11 GUARDRAIL
 F 12 SAMSUNG DIGITAL DISPLAYS - TYP OF (2) REF: SYSTEMS PLAN
 B
 13 BOLLARD. COORDINATE WITH CIVIL DRAWINGS.
 13
 EXTERIOR ELEVATION GENERAL NOTES
 6
 M M 1. COORDINATE LOCATIONS AND POWER REQUIREMENTS OF ALL ELECTRICAL EQUIPMENT
 7 WITH MEP DRAWINGS.
 10
 FIRST FLOOR PLAN 2. BRICK MANUFACTURER, TYPE, AND COLOR ARE SUBJECT TO CHANGE. CONFIRM FINAL Drawings and Specifications as instruments of service
 0' - 0" are and shall remain the property of the Architects. They
 MATERIAL WITH PROJECT OWNER AND ARCHITECT. are not to be used on other projects or extensions to this
 project except by agreement in writing with appropriate
 GRADE compensation to the Architect.
 -0' - 6" Contractor is responsible for construction means
 methods and techniques, sequences or procedures or for
 PREFABRICATED BUILDING - SHEETS safety precautions and programs in connection with the
 project.
 2 EXTERIOR ELEVATION
 3/8" = 1'-0"
 THIS BUILDING IS BEING FABRICATED IN A CONTROLLED ENVIRONMENT AND
 TRANSFERRED TO THE JOB SITE. A 3rd PARTY INSPECTION GROUP HAS BEEN ENGAGED
 TO CONDUCT THE INSPECTION OF ALL FABRICATION WITHIN THE 7 BREW COFFEE
 WAREHOUSE. THE INSPECTION WILL INCLUDE STRUCTURAL, FRAMING, BUILDING,
 PLUMBING AND ELECTRICAL. REFERENCE BUILD AND INSTALL MANUAL FOR REPORT
 AND CONSTRUCTION METHODS AND PROCEDURES.
 7 BREW DRIVE-THRU


 WEDINGTON DRIVE & N GOLF CLUB


 EQ 5' - 6" EQ
 2
 C
 EQ
 D D
 5' - 6"
 DRIVE FAYETTEVILLE AR 72704




 G
 A
 2 1 EQ 1
 B.O. CANOPY
 8' - 6"
 XXX 4
 12
 Revisions
 8' - 4 1/2"
 F
 No. Description Date
 13
 H M M
 B
 DRIVE THRU COFFEE 10
 FIRST FLOOR PLAN
 0' - 0"
 GRADE
 -0' - 6"
 EQ 4' - 9" EQ
 A2.0
 1 EXTERIOR ELEVATION
 3/8" = 1'-0" EXTERIOR
 ELEVATIONS
9/5/2025 12:42:52 PM
 project #:
 date: 9/5/2025 12:42:52 PM
 Board of Adjustment
 March 2, 2026
 EXTERIOR MATERIALS LEGEND Item 2
 MARK BUILDING MATERIALS
 BOA-2026-0001 (SEVEN BREW)
 A PANEL BRICK (PL-2)
 B PANEL BRICK (PL-1)
 C REGAL BLUE BRAKE METAL FASCIA (MP-2)
 C
 D REGAL BLUE SOFFIT PANELS (MP-2)
 E REGAL BLUE STANDING SEAM ROOF PANELS (MP-2)
 F REGAL BLUE BRAKE METAL (MP-2) FURRED OUT ON COLUMN
 Page 17 of 20
 10' - 0" 2' - 4 3/16"
 ROUND STOREFRONT SIGN; SUPPLIED AND ISTALLED BY SIGN CONTRACTOR - GENERAL
 G
 CONTRACTOR TO SUPPLY POWER.
 H 1/4" THICK ACRYLIC SIGNAGE APPLIED TO SIDING WITH VH DOUBLE SIDE TAPE.
 ILLUMINATED STOREFRONT SIGNAGE BY SIGN CONTRACTOR - GENERAL CONTRACTOR TO
 J
 PROVIDE POWER.
 3' - 2" K METAL SALES COPING - OLD ZINC GRAY
 K J L ZINC GRAY BRAKE METAL CAP (MP-4) (SHOWN SHADED)
 M BOLLARD, PAINTED (PT-1)
 T.O. PARAPET
 12' - 1 1/2"
 K 11
 EXTERIOR ELEVATION KEYNOTES
 L # KEYNOTE
 A
 1 PRE-ENGINEERED CANOPY AND FRAMING - SEE STRUCTURAL DRAWINGS
 7
 2 LED FLEX LIGHT
 1 B L 1 3 OUTDOOR SPEAKERS MOUNTED TO CANOPIES - TYP OF (3) REF: SYSTEMS PLAN
 B.O. CANOPY
 4 ADDRESS NUMBERS TO BE 8" TALL W/ 2" BRUSH STROKE.
 8' - 6" DRIVE THRU COFFEE
 3 5 ELECTRICAL EQUIPMENT; SEE MEP DRAWINGS
 6 FROST-PROOF HOSE BIBB
 7 EXTERIOR WEATHER-PROOF OUTLET; SEE MEP
 H SURFACE MOUNTED SIGN BOX BY SIGNAGE CONTRACTOR - GENERAL CONTRACTOR TO
 9 Architect of Record
 PROVIDE POWER.
 3' - 4"
 9
 10 TOP OF FOOTER. COORDINATE W/ STRUCTURAL AND CIVIL DRAWINGS.
 11 GUARDRAIL
 12 SAMSUNG DIGITAL DISPLAYS - TYP OF (2) REF: SYSTEMS PLAN
 REMOTE COOLER 13 BOLLARD. COORDINATE WITH CIVIL DRAWINGS.
 (SEE SHEET A2.3) F F
 EXTERIOR ELEVATION GENERAL NOTES
 4' - 0"
 B B 1. COORDINATE LOCATIONS AND POWER REQUIREMENTS OF ALL ELECTRICAL EQUIPMENT
 WITH MEP DRAWINGS.
 Drawings and Specifications as instruments of service
 FIRST FLOOR PLAN are and shall remain the property of the Architects. They
 0' - 0" 2. BRICK MANUFACTURER, TYPE, AND COLOR ARE SUBJECT TO CHANGE. CONFIRM FINAL are not to be used on other projects or extensions to this
 MATERIAL WITH PROJECT OWNER AND ARCHITECT. project except by agreement in writing with appropriate
 compensation to the Architect.
 GRADE
 -0' - 6" Contractor is responsible for construction means
 methods and techniques, sequences or procedures or for
 safety precautions and programs in connection with the
 PREFABRICATED BUILDING - SHEETS project.
 THIS BUILDING IS BEING FABRICATED IN A CONTROLLED ENVIRONMENT AND
 2 EXTERIOR ELEVATION
 TRANSFERRED TO THE JOB SITE. A 3rd PARTY INSPECTION GROUP HAS BEEN ENGAGED
 TO CONDUCT THE INSPECTION OF ALL FABRICATION WITHIN THE 7 BREW COFFEE
 3/8" = 1'-0" WAREHOUSE. THE INSPECTION WILL INCLUDE STRUCTURAL, FRAMING, BUILDING,
 PLUMBING AND ELECTRICAL. REFERENCE BUILD AND INSTALL MANUAL FOR REPORT
 AND CONSTRUCTION METHODS AND PROCEDURES.
 7 BREW DRIVE-THRU



 2
 C
 WEDINGTON DRIVE & N

 2' - 9 3/16" 10' - 0"
 J 3' - 2"
 K
 GOLF CLUB DRIVE
 T.O. PARAPET
 12' - 1 1/2"
 11 L K
 A
 2
 7
 H
 FAYETTEVILLE AR 72704

 1 1
 B.O. CANOPY
 8' - 6" DRIVE THRU COFFEE
 3
 REMOTE COOLER Revisions
 F F
 (SEE SHEET A2.3)
 No. Description Date
 B
 B
 FIRST FLOOR PLAN
 0' - 0"
 GRADE
 -0' - 6"
 A2.1
 EXTERIOR
 ELEVATIONS
 1 EXTERIOR ELEVATION
9/5/2025 12:42:54 PM




 3/8" = 1'-0"
 project #:
 date: 9/5/2025 12:42:54 PM
 Board of Adjustment
 March 2, 2026
 EXTERIOR MATERIALS LEGEND
 MARK BUILDING MATERIALS
 Item 2
 A PANEL BRICK (PL-2)
 BOA-2026-0001 (SEVEN BREW)
 B PANEL BRICK (PL-1)
 C REGAL BLUE BRAKE METAL FASCIA (MP-2)
 E D REGAL BLUE SOFFIT PANELS (MP-2)
 E REGAL BLUE STANDING SEAM ROOF PANELS (MP-2)
 F REGAL BLUE BRAKE METAL (MP-2) FURRED OUT ON COLUMN
 C
 ROUND STOREFRONT SIGN; SUPPLIED AND ISTALLED BY SIGN CONTRACTOR - GENERAL
 Page 18 of 20
 G
 CONTRACTOR TO SUPPLY POWER.
 2
 H 1/4" THICK ACRYLIC SIGNAGE APPLIED TO SIDING WITH VH DOUBLE SIDE TAPE.
 ILLUMINATED STOREFRONT SIGNAGE BY SIGN CONTRACTOR - GENERAL CONTRACTOR TO
 A J
 PROVIDE POWER.
 C C K METAL SALES COPING - OLD ZINC GRAY
 L ZINC GRAY BRAKE METAL CAP (MP-4) (SHOWN SHADED)
 M BOLLARD, PAINTED (PT-1)
 K K
 EXTERIOR ELEVATION KEYNOTES
 # KEYNOTE
 7 2
 ATTIC FLOOR 1 PRE-ENGINEERED CANOPY AND FRAMING - SEE STRUCTURAL DRAWINGS
 9' - 5 3/4" 2 LED FLEX LIGHT
 1 1 3 OUTDOOR SPEAKERS MOUNTED TO CANOPIES - TYP OF (3) REF: SYSTEMS PLAN
 4 ADDRESS NUMBERS TO BE 8" TALL W/ 2" BRUSH STROKE.
 B.O. CANOPY
 3 3 5 ELECTRICAL EQUIPMENT; SEE MEP DRAWINGS
 3 8' - 6"
 6 FROST-PROOF HOSE BIBB
 (BEYOND)
 7 EXTERIOR WEATHER-PROOF OUTLET; SEE MEP
 12 SURFACE MOUNTED SIGN BOX BY SIGNAGE CONTRACTOR - GENERAL CONTRACTOR TO Architect of Record
 REMOTE COOLER 9
 PROVIDE POWER.
 (SEE SHEET A2.3)
 10 TOP OF FOOTER. COORDINATE W/ STRUCTURAL AND CIVIL DRAWINGS.
 5
 11 GUARDRAIL
 F 12 SAMSUNG DIGITAL DISPLAYS - TYP OF (2) REF: SYSTEMS PLAN
 B
 13 BOLLARD. COORDINATE WITH CIVIL DRAWINGS.
 13
 EXTERIOR ELEVATION GENERAL NOTES
 6
 M M 1. COORDINATE LOCATIONS AND POWER REQUIREMENTS OF ALL ELECTRICAL EQUIPMENT
 7 WITH MEP DRAWINGS.
 10
 FIRST FLOOR PLAN 2. BRICK MANUFACTURER, TYPE, AND COLOR ARE SUBJECT TO CHANGE. CONFIRM FINAL Drawings and Specifications as instruments of service
 0' - 0" are and shall remain the property of the Architects. They
 MATERIAL WITH PROJECT OWNER AND ARCHITECT. are not to be used on other projects or extensions to this
 project except by agreement in writing with appropriate
 GRADE compensation to the Architect.
 -0' - 6" Contractor is responsible for construction means
 methods and techniques, sequences or procedures or for
 PREFABRICATED BUILDING - SHEETS safety precautions and programs in connection with the
 project.
 2 WEST EXTERIOR ELEVATION
 3/8" = 1'-0"
 THIS BUILDING IS BEING FABRICATED IN A CONTROLLED ENVIRONMENT AND
 TRANSFERRED TO THE JOB SITE. A 3rd PARTY INSPECTION GROUP HAS BEEN ENGAGED
 TO CONDUCT THE INSPECTION OF ALL FABRICATION WITHIN THE 7 BREW COFFEE
 WAREHOUSE. THE INSPECTION WILL INCLUDE STRUCTURAL, FRAMING, BUILDING,
 PLUMBING AND ELECTRICAL. REFERENCE BUILD AND INSTALL MANUAL FOR REPORT
 AND CONSTRUCTION METHODS AND PROCEDURES.
 7 BREW DRIVE-THRU


 WEDINGTON DRIVE & N GOLF CLUB


 EQ 5' - 6" EQ
 2
 C
 EQ
 D D
 5' - 6"
 DRIVE FAYETTEVILLE AR 72704




 G
 A
 2 1 EQ 1
 B.O. CANOPY
 8' - 6"
 XXX 4
 12
 Revisions
 8' - 4 1/2"
 F
 No. Description Date
 13
 H M M
 B
 DRIVE THRU COFFEE 10
 FIRST FLOOR PLAN
 0' - 0"
 GRADE
 -0' - 6"
 EQ 4' - 9" EQ
 A2.0
 1 EAST EXTERIOR ELEVATION
 3/8" = 1'-0" EXTERIOR
 ELEVATIONS
9/16/2025 4:57:55 PM


 project #:
 date: 9/16/2025 4:57:55 PM
 Board of Adjustment
 March 2, 2026
 EXTERIOR MATERIALS LEGEND Item 2
 MARK BUILDING MATERIALS
 BOA-2026-0001 (SEVEN BREW)
 A PANEL BRICK (PL-2)
 B PANEL BRICK (PL-1)
 C REGAL BLUE BRAKE METAL FASCIA (MP-2)
 C
 D REGAL BLUE SOFFIT PANELS (MP-2)
 E REGAL BLUE STANDING SEAM ROOF PANELS (MP-2)
 F REGAL BLUE BRAKE METAL (MP-2) FURRED OUT ON COLUMN
 Page 19 of 20
 10' - 0" 2' - 4 3/16"
 ROUND STOREFRONT SIGN; SUPPLIED AND ISTALLED BY SIGN CONTRACTOR - GENERAL
 G
 CONTRACTOR TO SUPPLY POWER.
 H 1/4" THICK ACRYLIC SIGNAGE APPLIED TO SIDING WITH VH DOUBLE SIDE TAPE.
 ILLUMINATED STOREFRONT SIGNAGE BY SIGN CONTRACTOR - GENERAL CONTRACTOR TO
 J
 PROVIDE POWER.
 3' - 2" K METAL SALES COPING - OLD ZINC GRAY
 K J L ZINC GRAY BRAKE METAL CAP (MP-4) (SHOWN SHADED)
 M BOLLARD, PAINTED (PT-1)
 T.O. PARAPET K 11
 EXTERIOR ELEVATION KEYNOTES
 11' - 5" L # KEYNOTE
 A
 1 PRE-ENGINEERED CANOPY AND FRAMING - SEE STRUCTURAL DRAWINGS
 7
 2 LED FLEX LIGHT
 1 B L 1 3 OUTDOOR SPEAKERS MOUNTED TO CANOPIES - TYP OF (3) REF: SYSTEMS PLAN
 B.O. CANOPY
 4 ADDRESS NUMBERS TO BE 8" TALL W/ 2" BRUSH STROKE.
 8' - 6" DRIVE THRU COFFEE
 3 5 ELECTRICAL EQUIPMENT; SEE MEP DRAWINGS
 6 FROST-PROOF HOSE BIBB
 7 EXTERIOR WEATHER-PROOF OUTLET; SEE MEP
 H SURFACE MOUNTED SIGN BOX BY SIGNAGE CONTRACTOR - GENERAL CONTRACTOR TO
 9 Architect of Record
 PROVIDE POWER.
 3' - 4"
 9
 10 TOP OF FOOTER. COORDINATE W/ STRUCTURAL AND CIVIL DRAWINGS.
 11 GUARDRAIL
 12 SAMSUNG DIGITAL DISPLAYS - TYP OF (2) REF: SYSTEMS PLAN
 REMOTE COOLER 13 BOLLARD. COORDINATE WITH CIVIL DRAWINGS.
 (SEE SHEET A2.3) F F
 EXTERIOR ELEVATION GENERAL NOTES
 4' - 0"
 B B 1. COORDINATE LOCATIONS AND POWER REQUIREMENTS OF ALL ELECTRICAL EQUIPMENT
 WITH MEP DRAWINGS.
 Drawings and Specifications as instruments of service
 FIRST FLOOR PLAN are and shall remain the property of the Architects. They
 0' - 0" 2. BRICK MANUFACTURER, TYPE, AND COLOR ARE SUBJECT TO CHANGE. CONFIRM FINAL are not to be used on other projects or extensions to this
 MATERIAL WITH PROJECT OWNER AND ARCHITECT. project except by agreement in writing with appropriate
 compensation to the Architect.
 GRADE
 -0' - 6" Contractor is responsible for construction means
 methods and techniques, sequences or procedures or for
 safety precautions and programs in connection with the
 PREFABRICATED BUILDING - SHEETS project.
 THIS BUILDING IS BEING FABRICATED IN A CONTROLLED ENVIRONMENT AND
 2 SOUTH EXTERIOR ELEVATION
 TRANSFERRED TO THE JOB SITE. A 3rd PARTY INSPECTION GROUP HAS BEEN ENGAGED
 TO CONDUCT THE INSPECTION OF ALL FABRICATION WITHIN THE 7 BREW COFFEE
 3/8" = 1'-0" WAREHOUSE. THE INSPECTION WILL INCLUDE STRUCTURAL, FRAMING, BUILDING,
 PLUMBING AND ELECTRICAL. REFERENCE BUILD AND INSTALL MANUAL FOR REPORT
 AND CONSTRUCTION METHODS AND PROCEDURES.
 7 BREW DRIVE-THRU



 2
 C
 WEDINGTON DRIVE & N

 2' - 9 3/16" 10' - 0"
 J 3' - 2"
 K
 GOLF CLUB DRIVE
 T.O. PARAPET 11 L K
 11' - 5"
 A
 2
 7
 H
 FAYETTEVILLE AR 72704

 1 1
 B.O. CANOPY
 8' - 6" DRIVE THRU COFFEE
 3
 REMOTE COOLER Revisions
 F F
 (SEE SHEET A2.3)
 No. Description Date
 B
 B
 FIRST FLOOR PLAN
 0' - 0"
 GRADE
 -0' - 6"
 A2.1
 EXTERIOR
 ELEVATIONS
 1 NORTH EXTERIOR ELEVATION
9/16/2025 4:57:56 PM




 3/8" = 1'-0"
 project #:
 date: 9/16/2025 4:57:56 PM
 Board of Adjustment
 March 2, 2026
 Item 2
 REMOTE COOLER GENERAL NOTES
 1. LOCATION OF REMOTE COOLER MAY VARY. COORDINATE MANUFACTURER INSTALLED COOLER
 9' - 9 1/2"
 LOCATION WITH CIVIL ENGINEER DRAWINGS.
 2X4 STUDS ADHERED FLAT TO COOLER WALL, (VERIFY W/COOLER MANUFACTURER)
 2. ALL DRAWINGS ARE BASED OFF U.S. COOLER - COMBO: 23'-2" MECHANICALLY FASTEN AS REQUIRED. CONFIRM 4' - 11 5/32" 4' - 5" 5 11/32"
 BOA-2026-0001 (SEVEN BREW)
 x 9'-9 1/2" x 7'-6" AND MANUFACTURER'S PHYSICAL ATTACHMENT WITH COOLER MANUFACTURER
 SPECIFICATIONS. COORDINATE WITH OWNER FOR REMOTE 5/8" SHEATHING
 COOLER TYPE AND SPECIFICATIONS.
 3
 REMOTE COOLER KEYNOTES
 9' - 3" Page 20 of 20
 # KEYNOTE 4' - 0"
 WALK-IN COOLER. VERIFY DIMENSIONS W/ COOLER
 1
 MANUFACTURER
 NICHIHA ARCHITECTURAL WALL PANEL(PL-2) ON 5/8"
 2 SHEATHING ON 2X4 FRAMING OVER COOLER INSULATED
 4' - 0"
 WALLS 4
 (VERIFY W/COOLER MANUFACTURER)


 3 WALK-IN COOLER CONDENSER
 NICHIHA METAL TRACK SYSTEM 2
 LOCATION OF GRAPHIC QR CODE MENU - CENTER ON
 4
 REMOTE COOLER.
 1' - 4"
 5 36" COOLER DOOR
 6 EPOXY COATED WIRE SHELVING - (2) 24" x 48" & (2) 24" x 60"
 COOLER LOCK & CONTROLS - COORDINATE WITH MEP NICHIHA BRICK WALL PANEL
 7
 DRAWINGS.
 FIRST FLOOR PLAN
 6 COOLER WALL FINISH DETAIL 3" = 1'-0"
 0' - 0"
 GRADE
 -0' - 6"
 5 REMOTE COOLER - WEST ELEVATION
 3/8" = 1'-0"
 Architect of Record
 23' - 2"
 VERIFY W/ COOLER MANUFACTURER
 2' - 9" 13' - 7 11/32" Drawings and Specifications as instruments of service
 are and shall remain the property of the Architects. They
 are not to be used on other projects or extensions to this
 project except by agreement in writing with appropriate
 compensation to the Architect.
 3 1' - 9" Contractor is responsible for construction means
 methods and techniques, sequences or procedures or for
 safety precautions and programs in connection with the
 9' - 3"



 project.
 4' - 0"
 7' - 6"
 7 BREW DRIVE-THRU




 4' - 0"
 (VERIFY W/COOLER MANUFACTURER)



 4
 (VERIFY W/COOLER MANUFACTURER)
 WEDINGTON DRIVE & N GOLF CLUB




 2
 FIRST FLOOR PLAN FIRST FLOOR PLAN
 0' - 0" 0' - 0"
 GRADE GRADE
 -0' - 6" -0' - 6"
 4 REMOTE COOLER - NORTH SIDE ELEVATION
 3/8" = 1'-0" 3 REMOTE COOLER - SOUTH SIDE ELEVATION
 3/8" = 1'-0"
 DRIVE FAYETTEVILLE AR 72704


 9' - 9 1/2"
 VERIFY W/ COOLER MANUFACTURER 23' - 2"
 VERIFY W/ COOLER MANUFACTURER
 9' - 6"
 VERIFY W/ COOLER MANUFACTURER
 7' - 6"


 1
 9' - 9 1/2"

 Revisions
 5
 No. Description Date
 (VERIFY W/COOLER MANUFACTURER)


 6
 FIRST FLOOR PLAN VERIFY W/ COOLER MANUFACTURER
 0' - 0"
 GRADE
 -0' - 6"
 A2.3
 REMOTE COOLER
 ELEVATION AND
9/16/2025 5:06:08 PM




 FINISHES
 2 REMOTE COOLER - FRONT EAST ELEVATION
 3/8" = 1'-0" 1 REMOTE COOLER PLAN
 3/8" = 1'-0"
 project #:
 date: 9/16/2025 5:06:08 PM