Board Of Adjustments

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