The URL can be used to link to this page

Home My WebLink AboutOrdinance 6564113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 Ordinance: 6564 File Number: 2022-0353 RZN-2022-0017 (3352 N. HWY 112/112 DRIVE IN): AN ORDINANCE TO REZONE THAT PROPERTY DESCRIBED IN REZONING PETITION RZN 22-017 LOCATED AT 3352 NORTH HIGHWAY 112 IN WARD 2 FOR APPROXIMATELY 22.32 ACRES FROM C-2, THOROUGHFARE COMMERCIAL TO UT, URBAN THOROUGHFARE BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby changes the zone classification of the property shown on the map (Exhibit A) and the legal description (Exhibit B) both attached to the Planning Department's Agenda Memo from C-2, Thoroughfare Commercial to UT, Urban Thoroughfare. Section 2: That the City Council of the City of Fayetteville, Arkansas hereby amends the official zoning map of the City of Fayetteville to reflect the zoning change provided in Section 1. PASSED and APPROVED on 5/3/2022 Approved: A Lioneld Jordan, •`��,�c��' I• T R'�,ti�r�'f Attest: G�. �; f ❑F- •.Cry' -U �A.�ET[EVILLE 41 c Kara Paxton, City Clerk Treasurer �'•,s�/N�1'�� `•` ��++Illil►+�ti Page 1 Printed on 514122 City of Fayetteville, Arkansas 113 West Mountain Street Fayetteville, AR 72701 (479)575-8323 Text File File Number: 2022-0353 Agenda Date: 5/3/2022 Version: 1 Status: Passed In Control: City Council Meetinq File Type: Ordinance Agenda Number: C.2 RZN-2022-0017 (3352 N. HWY 112/112 DRIVE IN): AN ORDINANCE TO REZONE THAT PROPERTY DESCRIBED IN REZONING PETITION RZN 22-017 LOCATED AT 3352 NORTH HIGHWAY 112 IN WARD 2 FOR APPROXIMATELY 22.32 ACRES FROM C-2, THOROUGHFARE COMMERCIAL TO UT, URBAN THOROUGHFARE BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby changes the zone classification of the property shown on the map (Exhibit A) and the legal description (Exhibit B) both attached to the Planning Department's Agenda Memo from C-2, Thoroughfare Commercial to UT, Urban Thoroughfare. Section 2: That the City Council of the City of Fayetteville, Arkansas hereby amends the official zoning map of the City of Fayetteville to reflect the zoning change provided in Section 1. City of Fayetteville, Arkansas Page 1 Printed on 51412022 City of Fayetteville Staff Review Form 2022-0353 Legistar File ID 5/3/2022 City Council Meeting Date - Agenda Item Only N/A for Non -Agenda Item Jonathan Curth 4/15/2022 DEVELOPMENT REVIEW (630) Submitted By Submitted Date Division / Department Action Recommendation: RZN-2022-0017: Rezone (3352 N. HWY 112/112 DRIVE IN, 209): Submitted by ELDRIDGE BROOKS PARTNERS for property located at 3352 N. HWY 112 in Ward 2. The property is zoned C-2, THOROUGHFARE COMMERCIAL and contains approximately 22.32 acres. The request is to rezone the property to UT, URBAN THOROUGHFARE. Account Number Project Number Budgeted Item? No Does item have a cost? No Budget Adjustment Attached? No Purchase Order Number: Change Order Number: Original Contract Number: Comments: Budget Impact: Fund Project Title Current Budget $ - Funds Obligated $ - Current Balance Item Cost $ - Budget Adjustment $ - Remaining Budget V20210527 Previous Ordinance or Resolution # Approval Date: CITY OF FAYETTEVILLE %PF ARKANSAS MEETING OF MAY 3, 2022 TO: Mayor; Fayetteville City Council THRU: Susan Norton, Chief of Staff Jonathan Curth, Development Services Director Jessie Masters, Development Review Manager FROM: Gretchen Harrison, Planner DATE: April 15, 2022 CITY COUNCIL MEMO SUBJECT: RZN-2022-0017: Rezone (3352 N. HWY 112/112 DRIVE IN, 209): Submitted by ELDRIDGE BROOKS PARTNERS for property located at 3352 N. HWY 112 in Ward 2. The property is zoned C-2, THOROUGHFARE COMMERCIAL and contains approximately 22.32 acres. The request is to rezone the property to UT, URBAN THOROUGHFARE. RECOMMENDATION: City planning staff and the Planning Commission recommend approval of a request to rezone the subject property as described and shown in the attached Exhibits 'A' and `B'. BACKGROUND: The subject property is the current site of the 112 Drive -In in north Fayetteville, southeast of the intersection of Highway 112 and Van Asche Drive. The request involves a portion of five parcels which are zoned C-2, Thoroughfare Commercial and total approximately 22.32 acres. The subject property has operated as the site of the 112 Drive -In since 1980, though the property owner has expressed an intent to sell the property for redevelopment. The site is partially located within a FEMA floodplain, contains a protected stream and hydric soils, and is sparsely vegetated. Portions of the property are also located within the current boundary of the Enduring Green Network and the 1-540 Overlay District. Request: The request is to rezone the property from C-2,Thoroughfare Commercial to UT, Urban Thoroughfare. The applicant has shared an intent to develop the site with a mix of uses. Public Comment: Staff received a few inquiries about the request, though no support or opposition was offered. Land Use Compatibility: Staff finds the request to be largely compatible with surrounding properties. The subject property is located among several undeveloped and low -density commercial and institutional uses. Fellowship Bible Church is located west of the property across Highway 112 and the Fayetteville Auto Park abuts the property to the south. Some smaller office, retail, and industrial uses are present to the north and further south. With regard to natural features, roughly half of the site is located within a FEMA floodplain, most of the property contains hydric soils, and a protected stream is present near the eastern extent of the subject area. Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 The current zoning district, C-2, Thoroughfare Commercial, allows for a development pattern that is consistent with neighboring properties. C-2 zoning is primarily designed to encourage the functional grouping of commercial enterprises that cater to highway travelers with permitted uses including restaurants, hotels, gas stations, and retail. The requested zoning of UT, Urban Thoroughfare, would allow for all residential uses as well as the widest variety of non-residential uses, including many of those permitted under the current zoning. The intent of the UT zoning district is to encourage a concentration of commercial and mixed -use development that enhances function and appearance along major thoroughfares. Where C-2 zoning allows buildings to be setback from the street, UT zoning requires buildings to address the street and, as a result, could foster a more urban, walkable environment. With a future trail connection planned along the west side of Highway 112, encouraging development that is mixed -use and urban in form could benefit pedestrians. In terms of building allowances, rezoning the subject property from C-2 to UT would increase the building height maximum from six stories to seven and would the remove 60% building area maximum. However, any future development would be subject to the City's Commercial, Office, and Mixed -Use Design Standards and/or Urban Residential Design Standards. While the site is minimally developed right now for use as a drive-in theater, a new commercial or mixed -use development is forthcoming. Staff finds UT zoning to be favorable in this instance since it would encourage greater diversity in land uses and could set a precedent for form -based development in this area. Land Use Plan Analysis: Staff finds that the request is consistent with adopted land use policies, the Future Land Use Map designation, and the goals of City Plan 2040. The entire site is designated as an Urban Center Area which indicates an intent for the highest intensity of uses, tallest buildings, and regional goods, as well as more dense residential uses near commercial services. The infill score for the property is moderate, suggesting that the site is prepared to accommodate an incremental increase in density. With regard to the City Plan 2040 Growth Concept Map, the subject property is located in a Tier 2 Center. Tier 2 Centers are intended to serve as urban hubs with a mixture of moderate density commercial and residential uses. Staff finds the requested zoning to be suitable in this instance since it would allow for greater diversity in land use at an intensity that is aligned with the City's future land use plans. Allowing a mixture of residential and commercial uses at an increased density could support Goals 3 and 6 of City Plan 2040 by incentivizing compact and connected development and creating opportunities for housing. CITY PLAN 2040 INFILL MATRIX: City Plan 2040's Infill Matrix indicates a score of 6 for this site. The following elements of the matrix contribute to the score: • Near Sewer Main (N. Highway 112) • Near Water Main (N. Highway 112) • Near Grocery Store (Sam's Club) • Near City Park (Wilson Springs Preserve) • Near Paved Trail (Clabber Creek Trail) • Appropriate Future Land Use (Urban Center Area) DISCUSSION: At the April 11, 2022 Planning Commission meeting, a vote of 8-0-0 forwarded the request to City Council with a recommendation of approval. Commissioner Canada made the motion and Commissioner Brink seconded. Commissioner Sparkman shared her support for the request, noting that C-2 and UT are similar zoning districts. Commissioners Sparkman and McGetrick expressed their preference for UT given its design standards and inclusion of residential uses. No public comment was offered at the meeting. BUDGET/STAFF IMPACT: N/A Attachments: • Exhibit A • Exhibit B • Planning Commission Staff Report RZN-2022-0017 Rezone request for CL Close Up View Partners Exhibit 'A' ENTERPRISE DR Cti RPZD Regional Link Unclassified Planned Residential Link Trail (Proposed) Design Overlay District Fayetteville City Limits 0 75 150 Feet MENEM- 300 1.2,400 450 ,1 I 1 1 ,1 ,1 l 1 i NORTH .11 Zoning Acres UT 22.3 Total 22.3 RZN-2022-0017 EXHIBIT `B' REZONE DESCRIPTION: PART OF THE EAST HALF (E 1/2) OF THE SOUTHEAST QUARTER (SE 1/4) OF SECTION TWENTY-EIGHT (28), TOWNSHIP SEVENTEEN (17) NORTH, RANGE THIRTY (30) WEST OF THE FIFTH PRINCIPAL MERIDIAN, CITY OF FAYETTEVILLE, WASHINGTON COUNTY, ARKANSAS, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID E 1/2 OF THE SE 1/4, SAID POINT BEING A FOUND 3 INCH ALUMINUM MONUMENT; THENCE ALONG THE WEST LINE OF SAID E 1/2 OF THE SE 1/4, NO2°33'10"E A DISTANCE OF 558.77 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NO2°33'10"E A DISTANCE OF 1053.52 FEET; THENCE LEAVING SAID WEST LINE, S88°43'56"E A DISTANCE OF 953.80; THENCE S00038'08"W A DISTANCE OF 928.28 FEET; THENCE N88°46'55"W A DISTANCE OF 404.30 FEET; THENCE S01013'05"W A DISTANCE OF 124.18 FEET; THENCE N88°46'55"W A DISTANCE OF 583.48 FEET TO THE POINT OF BEGINNING, CONTAINING 22.32 ACRES, MORE OR LESS. CITY OF FAYETTEVILLE %PF ARKANSAS PLANNING COMMISSION MEMO TO: Fayetteville Planning Commission THRU: Jessie Masters, Development Review Manager FROM: Gretchen Harrison, Planner MEETING DATE: April 11, 2022 (Updated with results from PC hearing.) SUBJECT: RZN-2022-0017: Rezone (3352 N. HWY 112/112 DRIVE IN, 209): Submitted by ELDRIDGE BROOKS PARTNERS for property located at 3352 N. HWY 112. The property is zoned C-2, THOROUGHFARE COMMERCIAL and contains approximately 22.32 acres. The request is to rezone the property to UT, URBAN THOROUGHFARE. RECOMMENDATION: Staff recommends forwarding RZN-2022-0017 to City Council with a recommendation of approval. RECOMMENDED MOTION: "1 move to forward RZN-2022-0017 to City Council with a recommendation of approval." BACKGROUND: The subject property is the current site of the 112 Drive -In in north Fayetteville, southeast of the intersection of Highway 112 and Van Asche Drive. The request involves a portion of five parcels which are zoned C-2, Thoroughfare Commercial and total approximately 22.32 acres. The subject property has operated as the site of the 112 Drive -In since 1980, though the property owner has shared an intent to sell the property for redevelopment. The site is partially located within a FEMA floodplain, contains a protected stream and hydric soils, and is sparsely vegetated. Portions of the property are also located within the current boundary of the Enduring Green Network and the 1-540 Overlay District. Surrounding land uses and zoning are depicted in Table 1. Table 1 Surrounding Land Use and Zoning Direction Land Use Zoning North Commercial Retail C-2, Thoroughfare Commercial South Commercial Car Dealership) C-2, Thoroughfare Commercial East Undeveloped C-2, Thoroughfare Commercial West Undeveloped; Institutional (Church) RPZD. Residential Planned Zoning District; CS, Community Services Request: The request is to rezone the property from C-2,Thoroughfare Commercial to UT, Urban Thoroughfare. The applicant has submitted an intent to develop the site with a mix of uses, including a restaurant, indoor and outdoor movie theater, retail, and multi -family residences. Public Comment: Staff has received a few inquiries about the request, but none have offered specific comments in support or opposition. INFRASTRUCTURE AND ENVIRONMENTAL REVIEW Streets: The subject property has frontage along Highway 112. Highway 112 is a partially improved Regional Link Street with asphalt paving and open ditches. Any street improvements in this area would be determined at the time of development proposal. Water: Public water is available to the subject property. An existing six-inch water main is present along the east side of Highway 112. Sewer: Sanitary sewer is available to the subject property. An existing eight -inch sewer main is present along the east side of Highway 112. Fire: Fire apparatus access and fire protection water supplies will be reviewed for compliance with the Arkansas Fire Prevention Code at the time of development. Station 8, located at 2266 W. Deane Street, protects this site. The property is located approximately 2.5 miles from the fire station with an anticipated drive time of approximately five minutes using existing streets. The anticipated response time would be approximately 7.2 minutes. Fire Department response time is calculated based on the drive time plus one minute for dispatch and 1.2 minutes for turn -out time. Within the City Limits, the Fayetteville Fire Department has a response time goal of six minutes for an engine and eight minutes for a ladder truck. Police: The Police Department expressed no concerns with this request. Drainage: A protected stream and hydric soils are present on the subject property, and a portion of the property is located within a FEMA floodplain. No portion of the property is located within the Hillside -Hilltop Overlay District. Streamside Protection Zones generally consist of a protected area on each side of a stream or creek. This "protected area" is meant to preserve woody vegetation and natural areas along stream corridors to improve/protect stream health. At a minimum, it will be 50 feet wide as measured from the top of bank but depending on the shape and extents of the floodway, it could be substantially more. Certain construction activities such as trails and some utilities are allowed in these zones, but in general, improvements such as parking lots or buildings are prohibited. Hydric soils are a known indicator of wetlands. However, for an area to be classified as wetlands, it may also need other characteristics such as hydrophytes (plants that grow in water), and shallow water during parts of the year. Hydric Soils can be found across many areas of Fayetteville, including valleys, floodplains, and open prairies. It's important to identify these natural resources during development, so when these soils are identified on a property, further environmental studies will be required at the time of development. Before permits will be issued for the property a statement/report from an environmental professional must be provided summarizing the existence of wetlands on the property. If this statement/report indicates that wetlands may be present on site, a USACE Determination of Jurisdictional Wetlands will be required at the time of development submittal. Since a portion of the property is located within a FEMA floodplain, a floodplain development review will be required at the time of permit or plan submittal. This will restrict the type of development and impact in flood zones and may require additional documentation such as flood studies or elevation certificates, depending on the type of development. If a development impacts a floodplain, those impacts may require review and approval from FEMA. Tree Preservation: The proposed zoning district of UT, Urban Thoroughfare requires 15% minimum canopy preservation. The current zoning district of C-2, Thoroughfare Commercial requires 15% minimum canopy preservation. CITY PLAN 2040 FUTURE LAND USE PLAN: City Plan 2040 Future Land Use Plan designates the property within the proposed rezone as Urban Center Area. Urban Center Areas contain the most intense and dense development patterns within the City and allow for the tallest and greatest variety of buildings. Urban Center accommodates rowhouses, apartments, local and regional retail, hotels, clean technology industries and entertainment uses. These areas are typified by their location adjacent to major thoroughfares with high visibility. Although Urban Center Areas recognize the conventional big box and strip retail centers existing along major arterials, it is expected that vacant properties will be developed into traditional mixed -use centers, allowing people to live, work and shop in the same area. Additionally, infill of underperforming or undervalued existing big box and strip centers should be strongly encouraged since there is a greater return on investment for redevelopment of these areas that have existing public infrastructure such as streets, sidewalks, trails, water, sewer and parklands. CITY PLAN 2040 INFILL MATRIX: City Plan 2040's Infill Matrix indicates a score of 7 for this site with a weighted score of 7.5. The following elements of the matrix contribute to the score: • Adequate Fire Response (Station #8, 2266 W. Deane St.) • Near Sewer Main (N. Highway 112) • Near Water Main (N. Highway 112) • Near Grocery Store (Sam's Club) • Near City Park (Wilson Springs Preserve) • Near Paved Trail (Clabber Creek Trail) • Appropriate Future Land Use (Urban Center Area) FINDINGS OF THE STAFF A determination of the degree to which the proposed zoning is consistent with land use planning objectives, principles, and policies and with land use and zoning plans. Finding: Land Use Compatibility. Staff finds the request to be largely compatible with surrounding properties. The subject property is located among several undeveloped and low -density commercial and institutional uses. Fellowship Bible Church is located just west of the property across Highway 112 and the Fayetteville Auto Park abuts the property to the south. Some smaller office, retail, and industrial uses are present to the north. With regard to natural features, roughly half of the site is located within a FEMA floodplain, most of the property contains hydric soils, and a protected stream is present near the eastern extent of the subject area. Adjacent undeveloped properties are also located within a FEMA floodplain and contain hydric soils. The current zoning district, C-2, Thoroughfare Commercial, allows for a development pattern that is consistent with neighboring properties. C-2 zoning is primarily designed to encourage the functional grouping of commercial enterprises that cater to highway travelers, with permitted uses including restaurants, hotels, gas stations, and retail. The requested zoning of UT, Urban Thoroughfare, would allow for all residential uses as well as the widest variety of non-residential uses, including many of those permitted under the current zoning. The intent of the UT zoning district is to encourage a concentration of commercial and mixed -use development that enhances function and appearance along major thoroughfares. Where C-2 zoning allows buildings to be setback from the street, UT zoning requires buildings to address the street and, as a result, could foster a more urban, walkable environment. With a future trail connection planned along the west side of Highway 112, encouraging development that is mixed -use and urban in form could benefit pedestrians. In terms of building allowances, rezoning the subject property from C-2 to UT would increase the building height maximum from six stories to seven, and would remove 60% building area maximum. However, any future development would be subject to the City's Commercial, Office, and Mixed -Use Design Standards and/or Urban Residential Design Standards. While the site is minimally developed right now for use as a drive- in theater, a new commercial or mixed -use development is forthcoming. Staff finds UT zoning to be favorable in this instance since it would encourage greater diversity in land uses and could set a precedent for form -based development in this area. Land Use Plan Analysis: Staff finds that the request is consistent with adopted land use policies, the Future Land Use Map designation, and the goals of City Plan 2040. The entire site is designated as an Urban Center Area, which indicates an intent for the highest intensity of uses, tallest buildings, and regional goods, as well as more dense residential uses near commercial services. The infill score for the site is relatively high, suggesting that the site is prepared to accommodate an incremental increase in density. With regard to the City Plan 2040 Growth Concept Map, the subject property is located in a Tier 2 Center. Tier 2 Centers are intended to serve as urban hubs with a mixture of moderate density commercial and residential uses. Staff finds the requested zoning to be suitable in this instance since it would allow for greater diversity in land use at an intensity that is aligned with the City's future land use plans. Allowing a mixture of residential and commercial uses at an increased density could support Goals 3 and 6 of City Plan 2040 by incentivizing compact and connected development and creating opportunities for housing. 2. A determination of whether the proposed zoning is justified and/or needed at the time the rezoning is proposed. Finding: A rezoning from C-2, Thoroughfare Commercial to UT, Urban Thoroughfare is justified in this instance since it would better align the property with its Future Land Use Map designation as an Urban Center Area. 3. A determination as to whether the proposed zoning would create or appreciably increase traffic danger and congestion. Finding: Rezoning the property to UT has the potential to increase traffic at this site. While the current street infrastructure is minimal, the Arkansas Department of Transportation has plans to widen Highway 112, and the City has plans for a Residential Link Street and trail connection to the west of the property. The added connectivity anticipated in this area, and the need for street improvements at the time of development review, negates any concerns about appreciably increasing traffic danger or congestion. 4. A determination as to whether the proposed zoning would alter the population density and thereby undesirably increase the load on public services including schools, water, and sewer facilities. Finding: Rezoning the property to UT has the potential to increase population density, though given the available water and sewer infrastructure to the site, and the planned improvements to the area, staff does not find that it would lead to an undesirable impact. The Fayetteville school district did not comment on this request. 5. If there are reasons why the proposed zoning should not be approved in view of considerations under b (1) through (4) above, a determination as to whether the proposed zoning is justified and/or necessitated by peculiar circumstances such as: a. It would be impractical to use the land for any of the uses permitted under its existing zoning classifications; b. There are extenuating circumstances which justify the rezoning even though there are reasons under b (1) through (4) above why the proposed zoning is not desirable. Finding: N/A RECOMMENDATION: Planning staff recommends approval of RZN-2022-0017. (PLANNING COMMISSION ACTION: Required YES (Date: April 11, 2022 O Tabled O Forwarded O Denied with a recommendation Motion: Canada of approval. Second: Brink Vote: 8-0-0 BUDGET/STAFF IMPACT: None Attachments: • Unified Development Code: o §161.23 District C-2, Thoroughfare Commercial o §161.24 Urban Thoroughfare • HWY 112 ARDOT Proposed Changes • Applicant Request Letter • One Mile Map • Close-up Map • Current Land Use Map • Future Land Use Map 161.23 District C-2, Thoroughfare Commercial (A) Purpose. The Thoroughfare Commercial District is designed especially to encourage the functional grouping of these commercial enterprises catering primarily to highway travelers. The intent of this district is to allow administrative approval if the developer decides to use urban form, in compliance with the build -to zone and minimum buildable street frontage as specified herein. (B) Uses. (1) Permitted Uses. Unit 1 City-wide uses by right Unit 4 Cultural and recreational facilities Unit 5 Government Facilities Unit 13 Eating laces Unit 14 Hotel, motel, and amusement facilities 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 20 Commercial recreation, large sites Unit 25 Offices, studios, and related services Unit 33 Adult live entertainment club or bar Unit 34 Liquor store Unit 40 Sidewalk Cafes Unit 44 Cluster Housing Development Unit 45 1 Small scale production (2) Conditional Uses. Unit 2 City-wide uses by conditional use permit Unit 3 Public protection and utility facilities Unit 21 Warehousing and wholesale Unit 28 Center for collecting recyclable materials Unit 29 Dance Halls Unit 32 Sexually oriented business Unit 35 Outdoor music establishments Unit 36 Wireless communications facilities Unit 38 Mini -storage units Unit 42 Clean technologies Unit 43 Animal boarding and training (C) Density. None. (D) Bulk and Area Regulations. None. (E) Setback Regulations. Front 15 feet Front, if parking is allowed between the right-of-way and the building 50 feet Side None Side, when contiguous to a residential district 15 feet Rear 20 feet Urban Form 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 1 6 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 side boundary line of an adjacent residential 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) Building Area. On any lot, the area occupied by all buildings shall not exceed 60% of the total area of such lot. Accessory ground mounted solar energy systems shall not be considered buildings. (H) Urban form minimum buildable street frontage: 50% of the lot width. (Code 1965, App. A., Art. 5(VI); Ord. No. 1833, 11-1-71; Ord. No. 2351, 6-2-77; Ord. No. 2603, 2-19-80; Ord. No. 1747, 6-29-70; Code 1991, §160.036; Ord. No. 4034, §3, 4, 4-15-97; Ord. No. 4100, §2 (Ex. A), 6-16-98; Ord. No. 4178, 8- 31-99; Ord. No. 4727, 7-19-05; Ord. No. 4992, 3-06-07; Ord. No. 5028, 6-19-07; Ord. No. 5195, 11-6-08; 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, 1-17-17; Ord. No. 6015 , §1(Exh. A), 11-21-17; Ord. No. 6164 , §§1, 6, 7, 4-2-19; Ord. No. 6223 , §1, 9- 3-19; Ord. No. 6245, §2, 10-15-19) 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 laces 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 preduction 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 (C) Density. None (D) Bulk and Area Regulations. (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) Editor's note(s)—Ord. No. 6427 , § 2, adopted April 20, 2021, "determines that this ordinance and all amendments to Code sections ordained or enacted by this ordinance shall automatically sunset, be repealed, terminated, and become void twenty (20) months after the passage and approval of this ordinance, unless prior to that date, the City Council amends this ordinance to repeal this sunset, repeal and termination section." ARKANSAS DEPARTMENT OF TRANSPORTATION CONSTRUCTION PLANS FOR STATE HIGHWAY 0 TRUCKERS DR. - HOWARD NICKELL RD. ( FAY ETT EVILL E) (S) WASHINGTON COUNTY ROUTE 112 SECTION I FED. AID PROJ- ___-____(__) JOB 040740 BEGIN2 H & JOB 040746 VICINITY MAP STRUCTURES OVER 20'-0" SPAN OI STA.106+53 IN PLACE DBL. 72" X 48" X 60' C.M. ARCH PIPE REMOVE AND CONSTRUCT QUAD. 8' X 5' X 126' R.C. BOX CULVERT ON I5° LT. FWD. SKEW W/ 3:1 WINGS LT. AND RT. BURIED 1'-0" BELOW FLOW LINE AND CONSTRUCT 0'-6" DITCH GRADE ALONG LENGTH OF BOX D.A.= 470 ACRES,050 = 820 CFS STA. 300+00.00 BEGIN HWY.112 N LOG MILE 3.57 R 31W I R 30 W & HWY.112 NORTH LOG MILE 2.25 BEGIN PROJECT MID -POINT OF PROJECT END PROJECT LENGTH OF PROJECT CALCULATED ALONG C.L. LATITUDE N 36°06' 32' N 36°07' 03' N 36°07' 10' GROSS LENGTH OF PROJECT 7590.28 FEET OR 1.438 MILES NET ROADWAY 7554. 86 1.431 MILES LONGITUDE W 94°10'49' W 94-11'00' W 94°I1'38' NET BRIDGES 35.42 0. 007 MILES NET PROJECT 7590.28 1.438 MILES LOG MILE 2.85 R 30 W I R 29 W 2022VADTc-R________________ 9900 2042 ADT__________________13000 2042 DHV 1430 DIRECTIONAL DISTRIBUTION___0. 60 TRUCKS_______________________5% DESIGN SPEED ----------- __45 MPH END HWY.112 NORTH PRIELONON&RV SUBJECT TO REVISION STA. 102+93 IN PLACE 24" X 220' R.C. PIPE ON LT. I REMOVE 112' FROM STA. 102+93 TO STA.104+05 AND TIE IN TO D.1. o STA. 102-93 LT. STA. 102+93 CONSTRUCT DROP INLET ON LT. AND 24" X 85' PIPE OUTLET I CONNECT TO DROP INLET 0 STA. 103-84 LT. DROP INLET H = 4-9" TYPE NO DROP INLET = 4' DIA. , TYPE C DROP INLET = 4' X 3' 24•• R.C. PIPE (CLASS III)(TYPE 3) = 86 LIN. FT.I 24" SLPCCS PIPE (TYPE 2) = 86 LIN. FT. STA. 103+84 CONSTRUCT DROP INLET ON LT. W/ 4' EXTENSION AND 30" X 50' PIPE OUTLET CONNECT TO DROP INLET 0 STA. 104+39 LT. DROP INLET H = 4' -II" I TYPE MO DROP INLET = 5' DIA. TYPE L DROP INLET = 4' X 4' 30" R.C. PIPE (CLASS IIIIITYPE 3) = 50 LIN. FT; y 30" SLPCCS PIPE (TYPE 2) = 50 LIN. FT. STA. I04+05 IN PLACE DROP INLET ON LT. AND 30" X 138' R.L. PIPE 1 I REMOVE !A 4. `CONSTRUCT L Nr) 30 XT 4�09 P E C 4NECT TO DROP INLi e STA. 104+9 Y- DROP INLET H = 4'-11" TYPE MO DROP INLET = 5' DIA, i TYPE L DROP INLET = 4' X 4' , 30" R.C. PIPE (CLASS 111)(TYPE 3) = 50 . F 30•• SLPCCS PIPE (TYPE 2) = 50 LIN. FT I I I�l I�.S1Jl I Ir 6 �46 �a 0 STA.104+94 CONSTRUCT DROP INLET ON LT. STA. 107-00 CONSTRUCT DROP INLET ON LT. STA. 109+25 CONSTRUCT 4� AND 30" X 147' PIPE OUTLET CONNECT TO R.C. BOX CULVERT 0 STA. 106-53 LT. AN O 18" X 19, PIPE OUTLET CONNECT TO R.C. BOX CULVERT DROP INLET ON LT.OF MEDIAN W/4' EXTENSION LT. & RT. AND 18" X 51' PIPE OUTLET ` CONNECT TO DROP INLET 0 STA. 108+70 LT. OF MEDIAN DROP INLET H = 5'-3" 0 STA.106«53 LT. DROP INLET H 2 7'-6" INLET H m S= DRPE V• STA. ii 0 CONSTRUCT TYPE MO DROP INLET = 5' DIA. TYPE NO DROP INLET = 4' DIA. L DROP INLETP 4' X 3' DROP T ON LT. W/4' EXTENSION TYPE C DROP INLET = 4' X 4' TYPE C DROP INLET = 4' X 3' 18" R.C. PIPE (CLASS 111)(7YPE 3) = 52 LIN. FT. AND x 27" X 195' ARCH PIPE OUTLET 30" R.C. PIPE (CLASS III)(TYPE 3) = 148 LIN. FT. 30" SLPCCS PIPE (TYPE 2) = 148 LIN. FT. IB" R.C. PIPE (CLASS 110(TYPE 3) = 20 LIN. FT. 18" SLPCCS PIPE (TYPE 2) = 20 LIN. FT. IB" SLPCCS PIPE (TYPE 2) = 52 LIN. FT. CONN T i0 DROP INLET 0 STA. III+00 LT. 0 04 INLET H = 4' IF STA. Ib5+56 IN PLACE MO DROP INLET = 6' DIA. DROP :INLET ON LT. STA. 108+28 CONSTRUCT STA. 109+80 CONSTRUCT W/8'EXTENSION OPIPET E C DROP INLET = 4' X( 4' 3) 196 FT. AND O X 80'R.C. PIPE REMOVE DROP INLET ON LT. OF MEDIAN AND IB" x 36' PIPE OUTLET I ANOPI "LIFT 55 OUTLETDIAN �qq- X 27" SLPCCS ARCHEPIPEASS (TYPE2)PE196 LIN. FT. STA. 106+53 IN PLACE CONNECT TO DROP INLET 0 STA. 108+2 RT. CONE T TO DROP INLET o STA. 109+25 LT. OF MEDIAN N DBL. 72" X 48" X 60' C.M. ARCH PIPE REMOVE AND CONSTRUCT QUAD. 8' X 5' X 126' R.L. BOX CULVERT DROP INLET H = 5'-10" TYPE MO DROP INLET = 4' DIA. TYPE C DROP INLET = 4' X 3' DROP I LTC} H = 4'-6" TYPE c.. DROP INLETS=tf4T'1�P{Ej FT. ON 15' LT. FWD. SKEW W/ 3:1 WINGS LT. AND RT. IB"" R.C. PIPE (CLASS IIDRIP� 31 = 3 IN FT IB" SL�cL'S �IPEAI PE 2) = 53N F}LIN. ( (' CONSTRUCT (� DROP 1 INLET BURIED 1'-0" BELOW FLOW LINE STA. III+00 CONSTRUCT {{1 AND CONSTRUCT 0'-6" DITCH GRADE 1 ('(j DROP INLET ON LT. W/4' EXTENSION ALONG LENGTH OF BOX ST'A. 108+Tp CONSTRUCT [(( ,7Ij[' pND 44" X 2T" X 65'gRCH PIPE OUTLET D.A. = 470 ACRES. 050 = 820 CFS D OP INLET ON LT. OF MEDAN T ` ��---CCCpNNE[T TO DROP INLET 0 STA. III+00 RT P. O.B 600.Op 07 A D 18" X 41'P1PE OUTLET �Iff f I _ I 600 Op INLET 70 DROP INLET 0 A. D OP INLET H = 4'-9" I INLET = 4' X 3' T PE C. 18' R.C. PIPE (CLASS 1111(TYP)= 31 = 18, SLPCC$ PIPE (TYPE 2) _ 42 L HWY. 112 NORTH PI = 104+03.32 g $ b 0 = IS'19'00"LT. P �D I s = 54 L = 306.34' $ PC = 102+49.23 t PT = 105+55.57 NO SUPERELEVATION s+ r� 0 1 \( [T 'STA.104«4T IN PLACE( }(� \ TA.� +��•9 6' X 3' X 834' R.C. BO ,CULVERT ON RT. GIN- REMOVE R.C. 80X FROM STA. 104+47 RTC 0407 T,pO0 EXXI�IS2T. OUTLET 0 STA. 106+12 RT. (� �Y. 112 NOR _ _ o ANDS6'XC3 DR45'RCOP EBOXNPPE OUTLET') �s CRONE T TO T HDR05 )INLET 0 STA. 104+94 RT. � /BOG Iv(ILE 2.25rr\\ YPE C DROP INLET = 9'X 4' ' STA. 103+00 CONSTRUCT F�p t DROP INLET�N RT. \ DRpe LET ONC.NRTRUCT \ AND 18" X PIPE OUTLET 1 ANOD �)(( 3' X J3Z R. BOX PIPE OUTLET CONNECF TO EXIST. R.C. BOX CULVERT CpN JO-EXIS'T. R.C. BOX CULVERT ' RC P INLET H= 5'-II" e S A I 53�RT. TYPE MO DROP INLET 4' DIA. ROP H = 6'-0" YPE C DROP INLET = �(' X 3' y I YPE OP INLET = 9' X 4' 18" R.C. PIPE (CLASS IIU(TYPE 3) = 6 LIN: FT. 18" SLPCCS PIPE (TYPE 2) = 6 LIN. FT. STA. 103+84 CONSTRUCT ST .I07+p _CONSTRUCT DROP INLET ON RT. DR INLET ON RT. W/ 4' EXTENSION AND 18" X 2' PIPE OUTLET AND 51" X' 31" X 36' ARCH PIPE OUTLET CONNECT TO EXIST. R.C. BOX CULVERT LONCT % R.L. BOX CULVERT DROP INLET H = 5'-7" 0 ST 106 «53 RT. TYPE NO DROP INLET = 4' DIA. DROP NLET H = 7'-3" TYPE C DROP INLET = 4' X 3' TYPE NO DROP INLET = 6' DIA. 18" R.C. PIPE (CLASS III)ITYPE 3) = 2 LIN. FT. TYPE C DROP INLET = 5' X 4' 18" SLPCCS PIPE (TYPE 2) = 2 LIN. FT. 51" X 31" R.C. ARCH PIPE (CLASS IIIIITYPE 31 = 36 LIN. FT. 51" X 31" SLPCCS ARCH PIPE (TYPE 2) = 36 LIN. FT. .T. F MEDIA DROP NLET H - 5 -4 TYPE yyC DROP 'LE = 6' DIA. JYPE C DROP INLET = 4' X 4' FT xg4a X �7" R, C. AR�{I PIPE (CLASS III) TYP I = 666 LIN. FT. ,J $ [PRIELONUMn ARV SUBJECT TO REVISION AND 44" X 27" X 195' ARCH PIPE OUTLET CONNECT TO DROP INLET 0 STA.113+00 LT. DROP INLET H = 5'-0" TYPE MO DROP INLET = 6' DIA. TYPE C DROP INLET = 4' X 4' 44" X 2T" R.L. ARCH PIPE (CLASS 111)(TYPE 3) = 196 LIN. FT. 44" X 27" SLPCCS ARCH PIPE (TYPE 2) = 196 LIN. FT. D GA _ _ _ g 8 PROP; G A � g I S c op N 235' RT. TAPER I HWY.112 NORTH -__PI - 108+62.24_____-__--------_--_-_--__--_______-__--_-_ C = 21*50'34"RT. ------- T = 147.40' 47.4' STA. 108+70 CONSTRUCT CONSTRUCT STA.111+00 CONSTRUCT _ _-- - - INLET ON RT. L = PC = 107+14.84 DROP INLET ON _DROP ARD-51" X 31" X 113' ARCH PIPE OUTLET PT = 110-06.07 = 0.040'/' AND 51•' X 31O % IS' ARCH PIPE OUTLET CONNECT TO DROP INLET 0 STp. IP8+q5 RT, _ - - CONNECT TO DROP INLET 0 STA. 109+ RT. - - - - - _ DROP_INLET H = 4'-10" e -_-_--_ - DROP INLET H = 3'-7" �J x -"(YPE TYPE MO DROP INLET = 6' DIA._ _ _ _ _ _ _ _ _ _ Ls = 270' MO DROP INLET_=S' DIA.__- TYPE C DROP INLET = 5' X 4' _ _ _ TYPE C DROP INLET = 5'X 4' 51" X 31" R.C. ARCH PIPE (CLASS III)ITYPE 37 =14 LIN. FT. 'TA. 10 IN PLAC 51" X 31" R.C. ARCH PIPE (CLASS I23) = IB LIN. FT. 51" X 31" SLPCCS ARCH PIPE (TYPEE2) m = IB LIN. FT. 51" X 31" SLPCCS ARCH PIPE (TYPE 2) = 114 LIN. FT. gg X 9 PIPE CU R Al ET. SI D AIN tEMO STA.113+00 CONSTRUCT STA. 109+25 CONSTRUCT DROP INLET ON RT. W/4' EXTENSION $TA.Id8+28 CONSTRU DROP INLET ON RT. AND 51" X 31" X 46' ARCH PIPE OUTLET AND 24" X 195' PIPE OUTLET CONNECT TO DROP INLET 0 S7A.111+00 RT. D[OP.-)INLET ON RT. AND 51" X 31" X 117' ARCH PIPE OUTLET CONNECT TO DROP INLET 0 STA.108+70 RT. DROP INLET H = 3'-6" DROP INLET H = 4' 6" TYPE MO DROP INLET = 4' DIA. CONNECT TO DROP INLET 0 STA.IOT+00 RT. TYPE MO DROP INLET = 6' DIA. TYPE C DROP INLET = 4' X 3' DROP INLET H = 5'-I" TYPE C DROP INLET = 5' X 4' 24" R.C. PIPE (CLASS III)ITYPE 3) = 196 LIN. FT. TYPE MO DROP INLET = 6' DIA. TYPE C DROP INLET = 5' X 4' 51" X 31" R.C. ARCH PIPE (CLASS IIIIITYPE 3) = 46 LIN. FT. 51" X 31" SLPCCS ARCH PIPE (TYPE 21 = 46 LIN. FT. 24" SLPCCS PIPE (TYPE 2) = 196 LIN. FT. 51" X 31" R.C. ARCH PIPE (CLASS 111)(TYPE 3) = 118 LIN. FT. 51" X 31" SLPCCS ARCH PIPE (TYPE 2) = 118 LIN. FT. STA. 115-00 CONSTRUCT STA. 109+80 CONSTRUCT DROP INLET ON RT. DROP INLET ON RT. AND 24" X 196' PIPE OUTLET STA. 108+45 CONSTRUCT AND 51" X 31" X 46' ARCH PIPE OUTLET CONNECT TO DROP INLET 0 STA.113+00 RT. DROP INLET ON RT. CONNECT TO DROP INLET 0 STA. 109+25 RT. DROP INLET H = 4'-3" AND 51" X 31" X 16' ARCH PIPE OUTLET DROP INLET N = 4'-0" TYPE MO DROP INLET = q' DIA. 4' CONNECT TO DROP INLET 0 STA. 108+28 RT. DROP INLET H = 4' -2" TYPE CO DROP INLET = 6' DIA. TYPE C DROP INLET - 5' X 4' TYPE C DROP INLET = X 3' 24" R.C. PIPE (CLASS III)ITYPE 3) = 196 LIN. FT. TYPE NO DROP INLET = 6' DIA. 51" X 31" R.C. ARCH PIPE (CLASS 110(TYPE 3) = 46 LIN. FT. 24" SLPCCS PIPE (TYPE 2) = 196 LIN. FT. TYPE C DROP INLET = 5' X 4' 51" X 31" SLPCCS ARCH PIPE (TYPE 21 = 46 LIN. FT. 51" X 31" R.C. ARCH PIPE (CLASS III)ITYPE 3) = 16 LIN. FT. 51" X 31" SLPCCS ARCH PIPE (TYPE 2) = 16 LIN. FT. HWY. 112 NORTH STA. 115+65 IN PLACE STA. 118+50 CONSTRUCT STA. 120+00 CONSTRUCT DROP INLET ON LT. W/8'EXTENSION STA. 123+00 CONSTRUCT STA. 125+60 CONSTRUCT I�°A °AD' u suxo. '•"' , muo ..aHo. 18" X 40' R.C. PIPE CULVERT DROP INLET ON LT. AND 36" X 61' PIPE OUTLET DROP INLET ON LT. W/4' EXTENSION DROP INLET ON LT. 6 ARK. LT. SIDE DRAIN AND X I46' PIPE OUTLET TO CONNECT TO DROP INLET 0 STA.119+35 LT. AND 36" X 170' PIPE OUTLET AND 36" X 105' PIPE OUTLET REMOVE AND INSTALL CONNECT CONNECT DROP INLET 0 STA.II7+00 LT. DROP INLET H = 5'-7" DROP INLET H - 5'-2" CONNECT TO DROP INLET 0 STA.12H25 LT. H 7'-0" CONNECT TO DROP INLET 0 STA.124+50 LT. .wa xo. 040745 24" X XX' R.L. PIPE CULVERT CONSTRUCT APPROACH = %X CU. YD. TYPE MO DROP INLET = 5' DIA. TYPE NO DROP INLET = 5' DIA. DROP INLET = TYPE NO DROP INLET = 5' DIA. DROP INLET H = 12'-1" TYPE (2)PLAN AND PROFILE SHEETS TYPE C DROP INLET = 4' X 4' TYPE L DROP INLET = 4' X 4' 36 R.C. PIPE (CLASS 110(TYPE 3) = 62 LIN. FT. TYPE C DROP INLET = 4' X 4' MO DROP INLET = 5' Olp. FT. STA. 116+10 CONSTRUCT DROP INLET ON LT. 36" R.C. PIPE (CLASS 111)(TYPE 3) = 146 LIN. FT. 36" SLPCCS PIPE (TYPE 2) = 146 LIN. FT. 36 SLPCCS PIPE (TYPE 21 = 62 LIN. FT. 36" R.C. PIPE (CLASS IIIXTYPE 3) = ITO LIN. FT. 36" SLPCCS PIPE (TYPE 21 = 170 LIN. FT. 36" SLPCCSEPIPE (TYPE2)PE06 LIN. FT.IN. STA. 128+00 CONSTRUCT DROP INLET ON LT. W/4' EXTENSION AND 44" X 27" X 105' ARCH PIPE OUTLET STA.120+77 IN PLACE STA. 126+00 CONSTRUCT AND 36" X 90' PIPE OUTLET CONNECT TO DROP INLET W STA.115+00 LT. STA.119+03 IN PLACE IB" X 62' R.C. PIPE CULVERT STA. 124+50 CONSTRUCT DROP INLET ON LT. W/4' E%TENSION CONNECT TO DROP INLET 0 STA.127+00 LT. DROP INLET H = 5'-2" 12" X 20'C.M.PIPE CULVERT SIDE DRAIN LT. SIDE DRAIN DROP INLET ON LT. W/8' EXTENSION AND 36" X 33'PIPE OUTLET DROP INLET H = 1a•-7" SUBJECT TO REVIS TYPE MO DROP INLET = 6' DIA. TYPE C DROP INLET = 4' X 4' LT. REMOVE AND INSTALL REMOVE AND INSTALL 18" X XX' R.C. PIPE CULVERT AND 36" X 146' PIPE OUTLET CONNECT TO DROP INLET 0 STA. 123+00 LT. CONNECT TO CROP INLET 0 STA. 125-60 LT. DROP INLET H = 13'-0" TYPE MO DROP INLET = 5' DIA. 36 R.C. PIPE (CLASS IV)(TYPE 3) = 90 LIN. FT. O 44" X 27" R.C. ARCH PIPE (CLASS II0(TYPE 3) = 106 LIN. FT. 24" X %X' R.C. PIPE CULVERT CONSTRUCT TURNOUT = XX CU. YD. DROP INLET H = 10'-0" TYPE MO DROP INLET = 5• DIA. 36" SLPCCS PIPE (TYPE 21 = 90 LIN. FT. 44" X 27" SLPCCS ARCH PIPE (TYPE 2) = 106 LIN. FT. CONSTRUCT APPROACH = XX CU. YD. TYPE NO DROP INLET = 5' DIA. TYPE C DROP INLET = 4' X 4' 36" R.C. PIPE (CLASS IV)(TYPE 3) = 34 LIN. FT. 36" SLPCCS PIPE (TYPE 2) = 34 LIN. FT. STA. 119+35 CONSTRUCT 36" R.C. PIPE (CLASS III)ITYPE 3) = 146 LIN. FT. STA DROP INLET ON LT. W/4' EXTENSION STA. 121+25 CONSTRUCT DROP INLET ON LT. W/8' EXT 51 N 36" SLPCCS PIPE (TYPE 27 = 146 LIN. FT ORD 'STA. 127+00 CONSTRUCT ANO AN O 36" X 81' PIPE OUTLET AND 36" X 121' PIPE OUTLET' DROP INLET ON LT. W/4' EXTENSION CON STA. 117+ 00 CONSTRUCT CONNECT TO DROP INLET 0 STA.118+ 50 LT. CONNECT TO DROP INLET TA.I + 0 LT. STA. 124+70 IN PLACE AND 36" X 90'PIPE OUTLET DRO DROP INLET ON LT. W/4' EXTENSION AND 44" X 27" X 85' ARCH PIPE OUTLET DROP INLET H = 5•-2" TYPE MO DROP INLET = 5' DIA. DROP INLET H = 5'-2" TYPE MO DROP INLET = 5' DI 18" X 46' R.C. PIPE CULVERT LT. SIDE DRAIN CONNECT TO DROP INLET 0 STA. 126-00 LT. TYp DROP INLET H = 15'-9" J1j, 36" CONNECT TO DROP INLET 0 STA. 116+10 LT. DROP INLET H = 5'-7" TYPE C DROP INLET = 4' X 4' 36" R.C. PIPE (CLASS IIIXTYPE 3) = 82 LIN. FT, . TYPE C DROP INLET = 4'>t ;6" R.C. PIPE (CLASS 110R P 3); 12 LIN. FT REMOVE TYPE NO DROP INLET = 5' DIA. T- 36•• 36" R.C. PIPE (CLASS IVHTYPE 31 = 90 LIN. FFiTT TYPE MO DROP INLET = 6' DIA. 36" SLPCCS PIPE (TYPE 2) = 82 LIN. FT. 36" SLPCCS PIPE (TYPE 2 = 122 LI FT. STA. 125+25 IN PLACE 36" SLPCCS PIPE (TYPE 2) = 90 LIN. FT. l S, '�jI' TYPE C DROP INLET = 4' X 4' 24" X 40' C.M. PIPE CULVERT $ 44" X 27" R.C. ARCH PIPE (CLASS III) TYPE 3) = 86 LIN. FT. 44" % 27" SLPCCS ARCH PIPE (TYPE 2) = 86 LIN. FT. 12I LT. SIDE DRAIN REMOVE AND INSTALL I AI C( QI 300' IT. TAPER L_ al $ I . I$ !I 18" X XX' R.L. PIPE CULVERT CONSTRUCT APPROACH = XX CU. YD. I D1 Q�'•I II y��11 N I o I 100' LT. TAPER ry $ 1 T T.C. TAPER STA. II CONSTRUCT INLET DROP INLET ON RT. W/4' EXTENSION - AND 24" X 196' PIPE OUTLET CONNECT TO DROP INLET 0 STA.115+00 RT. DROP INLET H = 4'-9" I Ji TYPE NO DROP INLET = 4' DIA. N YP TE C DROP INLET = 4' X 3• I 24" R.C. PIPE (CLASS IIIIITYPE 3) - 196 LIN. FT. STA. 120-80 CONSTRUCT I �— 24" SLPCCS PIPE (TYPE 2) = 196 LIN. FT. t"� DROP INLET ON RT aiPE AND 24" X i6' OUTLET CONNECT TO DROP INL� 0 STA. 1 O+0 RT. 1 TA 121+60 CONSTRUCT STA.118+50 CONSTRUCT DROP INLET H = 5'-9" / OROP INLET ON RT. W/4' EXTENSION pND 18" X 32' PIPE OUTLET - CROP INLET ON RT. W/4' EXI ENSION - - TYPE MO DROP INLET = 4' QIA. ' ONNECT TO DROP INLET o STA. 121+25 FIT. AND 24" x I47' PIPE OUTLET - - - TYPE L DROP INLET = 4' A 3' ROP INLET H = 4•-7" -CONNECT TO DROP INLET O STA. 117+00 FIT. 24" R.L. PIPE (CLASS 1ID(TYPE 3) = 76 LIN. FT. -(TYPE RYPE MO DROP INLET = 4' DIA. 0 DROP INLET H = 4'-9"_ _ _ _ _ _ _ _ _ _ _ _ _ _24" SLPCCS PIPE 21 = 76 LIN. FT. TYPE C DROP INLET = 4' X 3' TYPE MDROP INLET = 4' DIA. TYPE CO DROP INLET = 4' X 3' 24" R.L. PIPE (CLASS 1@(TYPE 3) = 148 LIN. FT. ,-' ,j - STA. 121+00 CONSTRUCT 8" R.L. PIPE (CLASS 110(TYPE 3) = 32 LIN. FT. IB" SLPCCS PIPE (TYPE 21 = 32 LIN. FT. ST DR 24" SLPCCS PIPE (TYPE 2) = 148 LIN. FT. DROP INLET ON RT. AN AND 24" X 29'PIPE OUTLET STA.123+00 CONSTRUCT LO CONNECT TO DROP INLET 0 STA.120+80 FIT. DROP INLET ON RT. W/4' EXTENSION DR DROP INLET H = 4'-3" AND 18" X 138' PIPE OUTLET TY STA.119+OT IN PLACE 24" X 110' L.M. PIPE CULVERT TYPE MO DROP INLET - 4' DIA. TYPE C DROP INLET = 4• X 3' CONNECT TO DROP INLET 0 STA.121+60 FIT. TY DROP INLET H = 5'-4" Is, RT. SIDE DRAIN 24" R.C. PIPE (CLASS IIIIITYPE 3) = 30 LIN. FT. TYPE MO DROP INLET = 4' DIA. Is, REMOVE AND INSTALL 24" X XX' R.C. PIPE CULVERT 24" SLPCCS PIPE (TYPE 2) - 30 LIN. FT. TYPE C DROP INLET = 4' % 3' IB" R.C. PIPE (CLASS IIIIITYPE 31 = 138 LIN. FT. ST. CONSTRUCT APPROACH = XX CU. Y STA. 121+25 CONSTRUCT 18" SLPCCS PIPE (TYPE 2) = 138 LIN. FT. 18- ANDINLET ON FIT. AND 24" X 26' PIPE OUTLET RT STA. 124+00 INSTALL REI STA. 119+59 INSTALL CONNECT TO DROP INLET 0 STA. 121+00 RT. 18" X XX' R.C. PIPE CULVERT 18" 18" 24" % XX' R.C. PIPE CULVERT DROP INLET H = 4'-3" RT. SIDE DRAIN Co RT. SIDE DRAIN TYPE MO DROP INLET ,= 4' DIA. TYPE C DROP INLET = 4'X 3' CONSTRUCT APPROACH = XX CU. YD. STA. 120-00 CONSTRUCT 24" R.C. PIPE (CLASS IID(TYPE 31 = 26 LIN. FT. STA. 124-50 CONSTRUCT DROP INLET ON FIT. AND 24" X 146' PIPE OUTLET 24" SLPCCS PIPE (TYPE 2) = 26 LIN. FT. DROP INLET ON RT. W/4' EXTENSION CONNECT TO DROP INLET 0 STA. 118+50 RT. AND 18" X 148' PIPE OUTLET DROP INLET H = 5'-3" STA. 121-37 CONSTRUCT CONNECT TO DROP INLET 0 S7A.123+00 RT. TYPE MO DROP INLET = 4' DIA. CONCRETE WALK (TYPE SPECIAL) DROP INLET H = 4'-5" TYPE DROP INLET = 4' DIA. TYPE C DROP INLET = 4' X 3' ON RT. TYPE COC DROP INLET = 4' X 3' 24" R.C. PIPE (CLASS 110(TYPE 3) = 146 LIN. FT. 18" R.C. PIPE (CLASS IIIIITYPE 3) = 148 LIN. FT. 24" SLPCCS PIPE (TYPE 2) = 146 LIN. FT. 18" SLPCCS PIPE (TYPE 2) = 148 LIN. FT. 300• H 18" SLPCCS DNSTRUCT 4 LT. W/4' EXTENSION ' PIPE OUTLET IRO21 INLET 0 STA. 128+00 LT. = 21'-4" INLET - 5' DIA. :CLASS IV)(TYPE 21 = 96 LIN. FT. a/ FT g 0. IPE (TYPE) 2) = 96 LIN. FT. )tsa TAPER `°� CONSTRUCT ON LT. W/4' EXTENSION � DO• PIPE OUTLET 00. DROP INLET 0 STA. 129+00 LT. s f O H =23' OP INLETT = 5' DIA. �` (CLASS IV)(TYPE 2) = 1LIN. FT. /� PIPE (TYPE 2) = 100 LIN.. F FT. i`J _ as w P V e- HWY. 112 NORTH '. PI = 12T+00.00 "LT. T.C.E $$ ER T = 151.81' °91 $ L = 298.06' W N PC = 125+48.19 F J PT = 128+46.25 $ d NO, SUPERELEVA71 N- STA. I2T+DO ,EN0. _ (- CONCRETE W L LK (TYPE. d M�U ON RT. P STA.128 00 CONSS,T pIy�CT IJ DROP INLET ON R7 014'EXTEN$ON _ AND IB" -X 102' PI Fes' UTLET ' LONNIELt TO DROP INLET 0 ST 127+00 RT. ;CT /4'EXTEN ION DROP IN(ET H = 131-2" )UTLET TYPE M DROP INL T = 4'DIA.I - ILET 0 ST . 124+50 RT I," R.0 PIPE IC A $ IVIRYPE 1 = 102 L N. FT, IB" SLPCCS PIP IVPE 2) = Iq LIN. FT. = 4' DIA. I I I I I = 4' X 3' STA. B+57 IN PLACE 111)(TYPE 1 = 150 LIN. 7. 18" x 60' C.M. PIPE CULVERT ,PE 2) IS LIN. FT. I RT.DRAIN REMO YE AND INSTALL 18" X XX' R.L. PIPE CULVERT CONSTRUCT APPROACH = XX CU. YD. YO. STA. 129+00 CONSTRUCT DROP INLET ON FIT. W/4' EXTENSION :NSION AND 10" X 97' PIPE OUTLET CONNECT TO DROP INLET 0 STA.128+00 RT. DOP;TA.126+00 EDROP RT. TTYPE MO INLET-2" m 4' DIA. 1. 18" R.C. PIPE (CLASS IV)(TYPE 3) = 98 LIN. FT 18" SLPCCS PIPE (TYPE 2) = 98 LIN. FT. . 3l = 1. F LIN. FT. 102 LIN. FT. I PI = A = D = T L = PC = PT = NO S STA.129+48 IN PLACE 18" X 46' C.M. PIPE CULVERT FIT. SIDE DRAIN REMOVE AND INSTALL 18" X XX' R.C. PIPE CULVERT CONSTRUCT APPROACH = XX CU. YO. STA. 130+00 CONSTRUCT DROP INLET ON RT. W/4' EXTENSION AND 18" X 91' PIPE OUTLET CONNECT TO DROP INLET 0 STA.129+00 RT. DROP INLET H = 15'-3" TYPE NO DROP INLET = 4' DIA. 18" R.C. PIPE (CLASS IVXTYPE 3) = 92 LIN. FT. 18" SLPCCS PIPE (TYPE 2) = 92 LIN. FT. HWY, 112 NORTH DocuSign Envelope ID: 841B57AA-28B4-4477-89F9-F22DB4C85628 March 2, 2022 VIA CITY OF FAYETTEVILLE PORTAL City of Fayetteville Planning Division 125 West Mountain Street Fayetteville, Arkansas 72701 RE: Rezoning of Parcels To Whom It May Concern: 765-15811-000 765-15813-000 765-15816-000 765-15812-000 765-15815-000 765-15819-000 E LDRIDGE BROOKS PAR+NERS GIS Approved tjorgensen 03/22/2022 4:24:06 Our client, CL Partners, LLC, is the current Purchaser of property located along North Highway 112 in Fayetteville, Arkansas, commonly known as the 112 Drive -In. This letter is regarding rezoning of the above referenced parcel(s) from their current designation of C-2, Thoroughfare Commercial, to Urban Thoroughfare (UT). The reason for the request is to construct a multi -use development that is not currently permitted for use by C-2. UT is designed to provide goods and services for persons living in the surrounding communities and encourages a concentration of commercial and mixed -use development that enhances function and appearance along urban thoroughfares. Further, the UT zoning is in line with future land use plans for this area as an Urban Center Area, intending to accommodate residential, retail, and entertainment uses. An Urban Center Area allows residents to live, work, and shop in the same area. Rezoning to UT will allow this mixed -use development to accomplish those goals, ensure a cohesive design aesthetic for the entire development along a major thoroughfare, and be more protective of the Enduring Green Network. With the projected changes in this area, the extension of the Razorback Regional Greenway, and the future land use plans, we feel the proposed rezoning is in line and very compatible with the future plans of the City and will not unreasonably affect, in any adverse way the surrounding land uses. Sincerely Yours, Steve Brooks CL Partners, LLC Do�IcuSigned by: By: 4qF Dave Anderson, Manager 5100 WEST J.B. HUNT DRIVE, SUITE 840 • ROGERS, AR 72758 • 479-553-7678 RZN-2022-0017 Rezone request for CL J& One Mile View Partners N 0 RT H 0 0.13 0.25 0.5 Miles 1 C-3 1 1 1 ------------ / - - - - - - - - - - - - - - rASCHEID RSF-8 Subject Property 'c 2 CS • . I I \ RPZD I IR F-12 \ r I r I / I � I \ N ? ej Regional Link iiiiiiiii Neighborhood Link Freeway/Expressway Unclassified Residential Link (My Planned Residential Link Shared -Use Paved Trail — — Trail (Proposed) _I Design Overlay District Plal 1 Fayetteville City Limits Fay 01, 49"""lNlFU T IGHT- zoning GI-11 Intluatriel RESIDENTIAL SINGLE-FAMILY EXTI-2 RA ION NS-G E-1 RI-u COMMERCIAL ii RI-12 ResltleniiaFOfice ii NS-L G1 iiResltleMlal-�OWIW21 RSF-.8 �C3 RSF-1 FORM BASED DISTRICTS RSF-2 M Down—n Core RSF4 U—Thomugnrara RSF-] Mein. —Center RSF-8 Osxniown General RSF-18 =DO nlly Services RESIDENTIAL MULTI -FAMILY M ryeighbomood Sami RMF-8 = Neighdo—d Con Mion �RMF-12 PLANNED ZONING DISTRICTS RMF-18 =Commercial, Intl. —I, Resldentlal RMF-2a INSTITUTIONAL RMF40 _P1 INDUSTRIAL I-1 Heavy Commensal and Light Indu—I RZN-2022-0017 Rezone request for CL Close Up View Partners Regional Link Unclassified ■ ■ Planned Residential Link Trail (Proposed) Design Overlay District ` - - Fayetteville City Limits Subject Property 2 Feet 0 75 150 300 450 600 1:2,400 Zoning Acres UT 22.3 Total 22.3 RZN-2022-0017 Rezone request for CL Partners Current Land Use N 0 RT H i - 40 Single -Family Residential Regional Link Freeway/Expressway Unclassified ■ ■ Planned Residential Link — — — Trail (Proposed) Fayetteville City Limits Design Overlay District Commercial "Subjet Property AE Undeveloped Multi -Family Residential Feet 0 112.5 225 450 675 900 1:3,600 FEMA Flood Hazard Data 100-Year Floodplain Floodway RZN-2022-0017 Rezone request for CL Future Land Use Partners City Neighborhood Regional Link Freeway/Expressway Unclassified Residential Link M Planned Residential Link Fayetteville City Limits — — — Trail (Proposed) I_ _ _1 Design Overlay District ---t-------------- ' ENTERPRISE DR- \ Subject Property '\ i \ i i i i \ i Urban Center i i i i i � I i � I � � I �N � I Feet 0 145 290 580 1:4,800 870 1,160 FORTH m co LU City Neighborhood Civic Institutional Civic and Private Open Space Industrial Natural Non -Municipal Government Residential Neighborhood Rural Residential Urban Center 4 DEPARTMENTAL CORRESPONDENCE OFFICE OF THE CITY ATTORNEY TO: Mayor Jordan City Council City Clerk Kara Paxton CC: Susan Norton, Chief of Staff Paul Becker, Chief Financial Officer Chris Brown, Public Works Director Terry Gulley, Asst. Public Works Director Jonathan Curth, Development Services Director Steven Dotson, Internal Auditor FROM: Kit Williams, City Attorney DATE: May 2, 2022 RE: Mayor recuperating at home and performing essential duties Kit Williams City Attorney Blake Pennington Assistant City Attorrey Jodi Batker Paralegal Mayor Jordan is currently recuperating at home, but is fully capable and performing the essential duties of his office. One such duty was to clarify how and when his approval through use of his signature stamp could be exercised. Ordinances, Resolutions, Contracts and other documents approved by the City Council may have the Mayor's signature stamp applied upon the unanimous agreement of the Chief of Staff, Chief Financial Officer and City Attorney. A similar procedure was used during a rare week or longer vacation for the Mayor years ago where cell phone service at his vacation spot was not always reliable. An initial draft of his authority for use of his signature stamp was signed by Mayor Jordan on Friday April 29th and is attached. Mayor Jordan has just signed an updated and more specific and complete authorization detailing what the City Staff should do during this period when staff may speak with him for any necessary decisions or instructions, but when City Staff is authorized to perform housekeeping, ministerial, and uncontroversial actions on the Mayor's behalf. This replacement authority dated today is also attached and supersedes the April 29th authorization. Mayor Jordan has also designated his Chief of Staff to handle most of his normal meetings duties until his full time return to the office. The Vice Mayor shall conduct all City Council meetings and Agenda sessions as the Mayor recuperates. If any document proposed for the Mayor's signature has any questionable aspect, the Chief of Staff shall inquire upon Mayor Jordan s decision before his signature stamp is used or withheld. Mayor Jordan remains able to perform his necessary official duties although much of the noncontroversial, house -keeping measures will be handled by his Chief of Staff and necessary signatures by use of his signature stamp so the Mayor can get more needed rest. In the unlikely event that Mayor Jordan would be deemed by a Circuit Court as being "unable to perform the duties of office", Mayor Jordan has signed the attached Designation of Chief of Staff Susan Norton to Perform the Duties of the Office of Mayor If and When Necessary. A.C.A. §14-43-501 (b)(3)(C) provides that "one of the following individuals may perform all functions of a mayor during the disability or absence of the mayor: (C) An unelected employee or resident of the city if designated by the mayor and approved by the City Council." If the City Council does not approve the Mayor's designation of Chief of Staff Susan Norton, then the Mayor has designated Vice Mayor Sarah Bunch who as an "elected official of the city" does not need approval of the City Council. (A.C.A. §14-43-501 (b)(3)(B). 2 OFFICE OF THE MAYOR April 29, 2022 I, Lioneld Jordan, Mayor of the City of Fayetteville, do hereby authorize the following approval procedures to be used during any period I am absent from the City, under the following conditions: • Until I return to regular office hours Chief of Staff, Susan Norton will have the final approval necessary for Legistar items My signature stamp may be used for all of the following: 1. Approval of documents deemed necessary and appropriate by the unanimous agreement of the following: o Susan Norton -Chief of Staff o Paul Becker -Chief Financial Officer o Kit Williams -Fayetteville City Attorney 2. Ordinances, resolutions, contracts and deeds as needed for items already approved by the Fayetteville City Council 3. Development documents and other non -agenda items after their approval through the Legistar process Lioneld Jordan, Date Signed Witness City of Fayetteville 113 W, Mountain Street Fayetteville, AR 72701 www.fayetteville-ar.gov OFFICE OF THE MAYOR May 2, 2022 I, Lioneld Jordan, Mayor of the City of Fayetteville, do hereby authorize the following updated approval and signatory procedures to be used during any week or longer period of time if I need some of my more signatory and ministerial and/or in -person meeting duties performed for me until I return to full-time status: ■ Chief of Staff Susan Norton will have the final approval necessary for Legistar items • My signature stamp may be used to approve all of the following: 1. Approval of documents deemed necessary and appropriate by the unanimous agreement of the following: o Susan Norton -Chief of Staff o Paul Becker -Chief Financial Officer o Kit Williams -Fayetteville City Attorney 2. Ordinances, resolutions, contracts and deeds as needed for items already approved by the Fayetteville City Council 3. Development documents and other non -agenda items after their approval through the Legistar process ■ Chief of Staff Susan Norton may chair and attend any and all of the meetings I normally chair or attend (except City Council meetings and Agenda Sessions). Other staff who are already ejnpowered to represent me in regional boards or commissions may continue to represent me iii those boarasland commissions 4tv r...�� Lioneld Jordan, Date Signed Witness City of Fayetteville 113 W, Mountain Street Fayetteville, AR 72701 www.fayetteville-ar.gov OFFICE OF THE MAYOR Designation of Chief of Staff Susan Norton To Perform The Duties Of The Office Of Mayor If And When Necessary I, Mayor Lioneld Jordan, remain capable of performing the essential duties of my office while I recuperate in the hospital or at home. I have established proper procedural guidelines so that my signature stamp may be used instead of my written signature on documents approved by the City Council such as Ordinances, Resolutions, Contracts, Grant Application and Acceptances, and Deeds. If I become temporarily unable to perform the duties of the Office of Mayor, I hereby designate pursuant to A.C.A. §14-43-501 (b)(3)(C) that Chief of Staff Susan Norton shall assume the powers and duties of Fayetteville Mayor until I am able to resume such powers and duties myself. If the City Council fails to approve my designation of Chief of Staff Susan Norton to perform all functions of Mayor, then I designate Vice Mayor Sarah Bunch pursuant to A.C.A. §14-43-501(b)(3)(B) to perform all functions of Mayor until j am again able to perform the duties and functions of Mayor of Fayetteville. s - a - Date LIONELD J❑ Mayor ��-�� Witness City of Fayetteville 113 W. Mountain Street Fayetteville, AR 72701 www.fayetteville-ar.gov RF'rr1vCn MAY 2 0 �2 CI I Y CLERK S O4 CE 11mocrat aye& E .,.:i -... "'(-rTE'JC.. ��: )r�:_'•.":a". _�I'�.%•FlY .1'.�.n�. ., ll'i' ti .�..'`-f'..,_...�.,.. AFFIDAVIT OF PUBLICATION I, Brittany Smith, do solemnly swear that I am the Accounting Legal Clerk of the Northwest Arkansas Democrat -Gazette, a daily newspaper printed and published in said County, State of Arkansas; that I was so related to this publication at and during the publication of the annexed legal advertisement the matter of: Notice pending in the Court, in said County, and at the dates of the several publications of said advertisement stated below, and that during said periods and at said dates, said newspaper was printed and had a bona fide circulation in said County; that said newspaper had been regularly printed and published in said County, and had a bona fide circulation therein for the period of one month before the date of the first publication of said advertisement; and that said advertisement was published in the regular daily issues of said newspaper as stated below. City of Fayetteville Ord 6564 Was inserted in the Regular Edition on: May 15, 2022 Publication Charges: $82.08 .S'*_ Brittany Smith Subscribed and sworn to before me This I"j day of �(,f , 2022. Notary Public Z1�1 My Commission Expires: J **NOTE** Please do not pay from Affidavit. Invoice will be sent. Cathy Wiles Benton COUNTY NOTARY PUBLIC-ARK,"ASAS My Commission Expires 02-20-2024 Commission No. 12397/18 Ordinance: 6564 File Number: 2022-0353 RZN-2022-0017 (3352 N. H W Y 112/112 DRIVE IN): AN ORDINANCE TO REZONE THAT PROPERTY DESCRIBED IN REZONING PETITION RZN 22-017 LOCATED AT 3352 NORTH HIGHWAY 1121N WARD 2 FOR APPROXIMATELY 22.32 ACRES FROM C-2, THOROUGHFARE COMMERCIAL TO UT, URBAN THOROUGHFARE BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville. Arkansas hereby changes the zone classification of the property shown on the map (Exhibit A) and the legal description (Exhibit B) both attached to the Planning Department's Agenda Memo from C-2, Thoroughfare Commercial to UT, Urban Thoroughfare. Section 2: That the City Council of the City of Fayetteville. Arkansas hereby amends the off iciul zoning map of the City of Fayetteville to reflect the zoning change provided in Section 1. PASSED and APPROVED on 5/3/2022 Approved: Lioneld Jordan, Mayor Attest: Kara Paxton, City Clerk Treasurer Paid for by City of Fayetteville Clerks office. S82.08. 75552064 May15,2022