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HomeMy WebLinkAboutOrdinance 6923113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 Ordinance: 6923 File Number: 2025-1691 AN ORDINANCE TO APPROVE A RESIDENTIAL PLANNED ZONING DISTRICT ENTITLED PZD-2025- 003 FOR APPROXIMATELY 33.31 ACRES LOCATED ON NORTH RAVEN LANE IN WARD 4 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 approves PZD-2025-03 as described in Exhibits "A" (map), `B" (legal description), and "C" (PZD booklet) attached to the Planning Division's Agenda Memo which allows the development of approximately 33 acres of residential single-family homes at a maximum density of 5.46 units per acre, with a portion limited to stormwater, greenspace, and open space. Section 2: This PZD approval does not constitute approval of any associated development, nor does it constitute approval of any variances to street standards, design standards, or other requirements. Section 3: That the official zoning map of the City of Fayetteville, Arkansas is hereby amended to reflect the zoning criteria change provided in Section 1 above. PASSED and APPROVED on November 4, 2025 Approved: Molly Rawn, Mayor Attest: Kara Paxton, City Clerk Treasurer ��AIIIII111n, � Q; . Y �,C�9:1 = � G ��3 =v� FAYETTEVILLE•X- �9s RKANSP�'�� 411111 This publication was paid for by the City Clerk -Treasurer of the City of Fayetteville, Arkansas. Amount Paid: $100.32 Page 1 PZD-2025-0003 N. RAVEN LN I EXHIBIT A Close Up View G J LU—TOPAZ DR- a--------aa' I. II �00 RSF-1 Unclassified Residential Link II II II I .� CPZD Subject Property RSF-4 Z Z Q J J W Z W J J AZURITE ST Q W v UOYOTF, W I J m Z Z LU J W -0—MCL-AREN DI2�Q a NORTH 7 ■ Planned Residential Link Planning Area - - Fayetteville City Limits — — — Shared -Use Paved Trail - - - Trail (Proposed) Feet 0 135 270 540 810 1,080 1:4,400 EXHIBIT B LOT 4, AS PER PLAT RECORD 024A-00000298 IN THE OFFICE OF THE CIRCUIT CLERK AND EX-OFFICIO RECORDER OF WASH INGTON COUNTY, ARKANSAS, BEING PART OF THESE 1/4OFTHE NE 1/4AND THEN 1/2OFTHESE 1/4OFSECTION 32,TOWNSHIP 17 NORTH, RANGE 30 WEST, WASH INGTON COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SE 1/4 OF THE SE 1/4 OF SAID SECTION 32; THENCE N87016'59"W 782.21 FEET; THENCE N02038'01 "E 1483.34 FEETTO THE POINT OF BEGINNING, SAID POINT BEING THE SOUTHWEST CORNER OF SAID LOT 4; THENCE ALONG THE WEST LINE THEREOF THE FOLLOWING FOUR COURSES: THENCE N02038'01"E 76.97 FEET; THENCE N12018'05"W 449.85 FEET; THENCE N87014'42"W 556.89 FEET; THENCE N02045'14"E 527.06 FEETTO THE NORTHWEST CORNER OF SAID LOT 4; THENCE ALONG THE NORTH LINE THEREOF N74018'30"E 920.33 FEETTO THE NORTHEAST CORNER OF SAID LOT 4; THENCE ALONG THE EAST LINE THEREOF THE FOLLOWING FIVE COURSES: THENCE S02036'38"W 245.00 FEET; THENCE N87023'22"W 25.00 FEET; THENCE S02036'38"W 758.10 FEET; THENCE S42023'22"E 35.36 FEET; THENCE S02036'38"W 301.04 FEET TO THE SOUTHEAST CORNER OF SAID LOT 4; THENCE ALONG THE SOUTH LINE THEREOF N87023'22"W 202.48 FEETTO THE POINT OF BEGINNING, CONTAINING 16.01 ACRES, MORE OR LESS AND SUBJECTTO ANY AND ALL EASEMENTS OF RECORD OR FACT. ALSO PART OF THE SE 1/4 OF SECTION 32, TOWNSHIP 17 NORTH, RANGE 30 WEST, WASHINGTON COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SW 1/4 OF THE SE 1/4 OF SAID SECTION 32; N02023'27"E 1381.39 FEETTO THE POINT OF BEGINNING; THENCE N02023'27"E 777.29 FEET; THENCE S87048'23"E 576.12 FEET; THENCE S03018'06"E 169.29 FEET; THENCE S87014'42"E 1141.88 FEET; THENCE S12°18'05"E 449.85 FEET; THENCE S02038'01 "W 193.06 FEET; THENCE N87032'17"W 437.69 FEET; THENCE S02027'43"W 227.74 FEET; THENCE N87032'06"W 967.49 FEET; THENCE N02027'54"E 250.00 FEET; THENCE N87032'06"W 442.90 FEET TO THE POINT OF BEGINNING, CONTAINING 33.31 ACRES, MORE OR LESS AND SUBJECT TO ANYAND ALL EASEMENTS OF RECORD OR FACT. CITY OF mi'.P FAYETTEVILLE ARKANSAS MEETING OF NOVEMBER 4, 2025 CITY COUNCIL MEMO 2025-1691 TO: Mayor Rawn and City Council THRU: Keith Macedo, Chief of Staff Jonathan Curth, Development Services Director FROM: Jessica Masters, Planning Director SUBJECT: PZD-2025-0003: Planned Zoning District (N. RAVEN LN/KTB LIMITED PARTNERSHIP, 285): Submitted by CRAFTON TULL for property located on N. RAVEN LN. The property is zoned CPZD, COMMERCIAL PLANNED ZONING DISTRICT, and RSF-4, RESIDENTIAL SINGLE-FAMILY, FOUR UNITS PER ACRE and contains approximately 49.2 acres. The request is to rezone the property to a PLANNED ZONING DISTRICT. RECOMMENDATION: City Planning staff and the Planning Commission recommends approval of a request to rezone the subject property as described and shown in the attached Exhibits `A' and `B'. BACKGROUND: The subject area is located in northwest Fayetteville, approximately mid -way between N. Salem and N. Deane Solomon Roads, and due north of the Crystal Springs, Phase IV subdivision. A portion of the property was rezoned to a Planned Zoning District in 2020 with the acquisition of land that was donated for Underwood Park. A Residential Link connection of Fayetteville's Master Street Plan enters the property from the south before angling eastward for future connectivity with Deane Solomon. An associated master street plan modification was also considered with this request, but it was not forwarded by the Planning Commission. Proposal: The applicant requests to rezone the property to a Residential Planned Zoning District with two planning areas, as described below: Planning Area #1 (Residential Single -Family) — 26.84 acres: This area will be developed with residential single-family homes at a maximum density of 5.61 units per acre. Planning Area #2 (Open Space and Amenities) — 22.36 acres: Development in this area appears to be limited to stormwater, greenspace, and open space. Public Comment: To date, staff has received comments in opposition, centered around concerns regarding loss of green space to the north of the Crystal Spring subdivision, and concerns about additional traffic. Land Use Compatibility: Staff finds that the proposed PZD is compatible with surrounding land uses. The overall zoning density allowances are effectively a downzoning from what could be built there currently under the CPZD district that in certain portions allows up to 24 units per acre of multi -family residential. To the south of the development is an established residential single-family subdivision with public streets that this Mailing address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 development proposes to tie in to. The development proposes a density, building type, and use that is compatible with the surrounding areas. The main concern that staff has with the proposal is the applicant's request to install private streets throughout the development. Staff finds that this request runs counter to city goal 3 which states a preference for connected development, and potentially poses maintenance and upkeep issues in the long-term. Staff recommends a condition that connectivity through public streets be maintained to the subdivision to the south, and that the main north/south street throughout the development remain public to connect to the northeast section of the site. Land Use Plan Analysis: Staff finds that the proposed PZD is aligned with several goals of City Plan 2040 since it would allow for appropriate infill development (Goal 1), and create opportunities for attainable housing (Goal 6) since the developer introduces a unique rental model for the City. The property has an infill score ranging between 2 to 6, which indicates that it is a suitable location for relatively low density development, which the applicant proposes. The developer's proposal to use only private streets does appear to run counter to City Goal 3, but if at least one main connection through the development can be dedicated as public street to avoid leapfrogging maintenance and public access, staff finds that the connectivity goal can be maintained. CITY PLAN 2040 INFILL MATRIX: City Plan 2040's Infill Matrix indicates a score range of 2=6 for this site. Elements contributing to the highest score include the following: 1. Adequate Fire Response (Station #8, 2266 W. Deane Street) 2. Near Sewer Main (10-inch along west side of site) 3. Near Water Main (8-inch along west side of site 4. Near Public School (Holcomb Elementary) 5. Near City Park (Underwood Park) 6. Near Paved Trail (Clabber Creek Trail) DISCUSSION: At the August 25, 2025 Planning Commission meeting, a motion to forward this item with a recommendation of approval passed with a vote of 6-0-1 (Commissioner Cabe recused). The vote was preceded by another item, where the applicant requested to amend the master street plan in the area to provide a private street where a public one would be required. The request to modify the master street plan was ultimately denied by the Planning Commission with a vote of 3-3-1 (Commissioners Werner, Gulley, and Garlock were opposed, and Commissioner Cabe recused). Planning staff recommended denial of that request, finding that public streets are generally preferable to private streets from a maintenance, enforcement, and ongoing access standpoint. Both items were previously heard at the August 11, 2025 Planning Commission meeting and tabled, and in the interim the applicant provided updated access easement language that was vetted by the City Attorney's office. While finding that the potential easement was legally defensible, the City Attorney's office also commented on the complexity of managing such an agreement in perpetuity. Three commissioners voted in favor of the master street plan amendment, and with that motion failing, those same commissioners ultimately voted in favor of the PZD, with all conditions as recommended by staff. As far as the Planned Zoning District itself, staff and the Commission found that it was compatible from the size, scale, density, and use perspective to the surrounding neighborhoods. One member of the public (the current property owner) spoke in favor of the request. BUDGET/STAFF IMPACT: N/A Mailing address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 ATTACHMENTS: 3. Staff Review Form, 4. Exhibit A - Map of Subject Property, 5. Exhibit B - Legal Description, 6. Exhibit C - PZD Booklet, 7. Planning Commission Staff Report, 8. Additional Information - Staff Report Addendeum, 9. Additional Information - 2025.09.18 Revision Letter, 10. Additional Information - PZD Booklet, 11. Additional Information - PZD Planning Area Plan, 12. Additional Information - Traffic Impact Analysis, 13. Additional Information - Public Street Exhibit, 14. Additional Information - Revised Ordinance, 15. Additional Information - Updated PZD Letter & Booklet, 16. Additional Information - Revised Ordinance (Supersedes Attachment #14) Mailing address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 City of Fayetteville Staff Review Form 2025-1691 Item ID 9/16/2025 City Council Meeting Date - Agenda Item Only N/A for Non -Agenda Item Jonathan Curth 8/29/2025 DEVELOPMENT REVIEW (630) Submitted By Submitted Date Division / Department Action Recommendation: PZD-2025-0003: Planned Zoning District (N. RAVEN LN/KTB LIMITED PARTNERSHIP, 285): Submitted by CRAFTON TULL for property located on N. RAVEN LN. in WARD 4. The property is zoned CPZD, COMMERCIAL PLANNED ZONING DISTRICT, and RSF-4, RESIDENTIAL SINGLE-FAMILY, FOUR UNITS PER ACRE and contains approximately 49.2 acres. The request is to rezone the property to a PLANNED ZONING DISTRICT. Budget Impact: Account Number Fund Project Number Project Title Budgeted Item? No Total Amended Budget $ - Expenses (Actual+Encum) $ - Available Budget Does item have a direct cost? No Item Cost $ - Is a Budget Adjustment attached? No Budget Adjustment $ - Purchase Order Number: Change Order Number: Original Contract Number: Comments: Remaining Budget Previous Ordinance or Resolution # Approval Date: V20221130 -- City of Fayetteville, Arkansas 113 West Mountain Street Fayetteville, AR 72701 Legislation Text (479) 575-8323 File #: 2025-1691 AN ORDINANCE TO APPROVE A RESIDENTIAL PLANNED ZONING DISTRICT ENTITLED PZD-2025-003 FOR APPROXIMATELY 33.31 ACRES LOCATED ON NORTH RAVEN LANE IN WARD 4 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 approves PZD-2025-03 as described in Exhibits "A" (map), `B" (legal description), and "C" (PZD booklet) attached to the Planning Division's Agenda Memo which allows the development of approximately 33 acres of residential single-family homes at a maximum density of 5.46 units per acre, with a portion limited to stormwater, greenspace, and open space. Section 2: This PZD approval does not constitute approval of any associated development, nor does it constitute approval of any variances to street standards, design standards, or other requirements. Section 3: That the official zoning map of the City of Fayetteville, Arkansas is hereby amended to reflect the zoning criteria change provided in Section 1 above. Page 1 July 23, 2025 NEXT CHAPTER PLANNED ZONING DISTRICT BOOKLET Submitted to: City of Fayetteville 125 W. Mountain St Fayetteville, AR 72701 ueveioper vursu ng PZD: Next Chapter Holdings, LLC 2500 Trade Center Dr Evans, GA 30809 Existing Owner of PIN 765-16658-050 UNDERWOOD, CRAIG & LAURA REVOCABLE TRUST Existing Owner of PIN 765-16658-022: KTB LIMITED PARTNERSHIP CT JOB NO. 25301700 Prepared by: `4') Crafton Tull 300 N College Ave, Suite 317 Fayetteville, AR 72701 1 479-455-2207 www.craftontull.com Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Pape 13 of 88 Table of Contents (Pdf Page #) CoverPage............................................................................................1 Tableof Contents......................................................................................2 A) Zoning Reversion..................................................................................3 B) Current Ownership................................................................................3 C) Project Summary...................................................................................3 D) General Project Concept........................................................................4 E) Proposed Planning Areas......................................................................7 F) Proposed Zoning Standards...................................................................7 G) Zoning Charts......................................................................................9 H) Analysis of Site Characteristics.............................................................12 1) Recreational Facilities............................................................................12 J) Reason for Rezone Request.................................................................12 K) Relation to Existing and Surrounding properties....................................13 L) Compliance with Fayetteville Comprehensive Land Use Plan....................13 M) Traffic Study.......................................................................................14 N) Impacts on City Services.....................................................................15 O) Conceptual Description of Development Standards.................................15 P) Proposals Intent/Purpose.....................................................................17 Q) Legal Descriptions..............................................................................17 Exhibit A — Cover Sheet/Survey Exhibit B — Zoning & Development Standards by Planning Area Exhibit C — Master Plan, Aerial Overall Site Plan, & Modified Typical Residential Link Section Exhibit D — Floor Plans, Elevation Views, & Isometric Views for all unit types Exhibit E — Example Monument Sign Prepared by: `�'� Grafton Tull 300 North College, Suite 317 1 Fayetteville, AR 72701 1 479-455-2207 1 www.craftontull.com Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Page 14 of 88 300 N College Ave, Suite 317 aw� Fayetteville, 201 Crafton Tull 479.455.55.2207 architecture I engineering I surveying craftontull.com A) Zoning Reversion: It should be noted that the existing 16.1-acre commercial Underwood PZD property & 33.1-acre RSF-4 property shall both revert to their existing zoning if no action takes place within 2 years of the date of approval of this PZD. B) Current Ownership: The 49.2-acre property consists of two parcels: the 33.1-acre parcel is owned by UNDERWOOD, CRAIG & LAURA REVOCABLE TRUST, and the 16.1-acre parcel is owned by KTB LIMITED PARTNERSHIP. The developer pursuing the PZD is Next Chapter Holdings, LLC. Next Chapter Holdings, LLC has entered into a Purchase Agreement on both parcels from the current ownership. All three parties are being represented by Crafton Tull & Associates. The site is located on Washington County Parcel Numbers 765-16658-050 and 765-16658-022. This location is south of Clabber Creek, west of N Deane Solomon Rd, and east of N Salem Rd. See vicinity map below for location: U N D E R WOO D P A R K C) Project Summary of Scope, Nature, & Intent: The scope of the proposed development will consist of two planning areas: single-family detached homes and open green space. The nature of the development consists of single-family units that will be leased to tenants, with Next Chapter Holdings, LLC, or a subsidiary of, being the sole property owner. The property will not be parceled off into smaller, separate individual lots. This development will exist on a single 49.2-acre parcel of land, and the PZD herein sets a density requirement of 6 units/acre. The intent is to have an affordable, walkable, vibrant, sustainable, and medium -density neighborhood with ning Commission August 25, 2025 D-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 15 of 88 C 300 N College Ave, Suite 317 � Fayetteville, 270 Crafton Tull 479.455.2207 ° architecture I engineering I surveying craftontull.com useable common open space and a diverse array of housing types. The open space includes stormwater management and shared amenities such as a dog park, playgrounds, community garden, business center, fitness center, pool, and pickleball courts. There are a variety of unit types, ranging from 1-bed with 1 story to 4-bed with 2 stories. It should be noted, however, that the majority of the proposed units will be either 1 or 2 bedrooms. D) General Project Concept: 1) Street & Lot Layout The site will contain a network of internal streets that will all be publicly accessible via established public access easements. The site will connect to two existing residential link streets (N Carnelian Ln & N Raven Ln) and one neighborhood link street (N Deane Solomon Rd). All internal streets will be privately owned & maintained roads with 36' public access easements established over them, providing access to vehicles and pedestrians. The internal network of streets will be private and will generally conform to page 142 of the 2040 MSP Typical Residential Link section. Please see Exhibit C for the proposed modified residential link typical section. If the internal network of streets were publicly dedicated residential links, then there would be a variety of challenges to accommodate Next Chapter's unique residential design product. The Next Chapter style, use, and model for distinct neighborhoods typically does not fit neatly into City of Fayetteville Unified Development Code or planning staff's traditional interpretation thereof. A Next Chapter Neighborhood was never intended to resemble or mimic a typical single-family, nor multi -family development. This is a new residential product type that has details and nuances that usually do not fit into one of these two traditional categories. One of the most critical design restrictions that would result from a publicly dedicated network of internal streets would be creation of internal right-of-way, or property lines. This would result in required front, side, and rear yard setbacks to be measured from the required dedicated right-of-way. The resulting spacing and design outcome would resemble a traditional for -sale single-family neighborhood. As previously stated, this design and layout does not fit the unique and relatively new residential product type model for a Next Chapter Neighborhood. Dedicating the required right-of-way for residential links would result in a variety of spacing and product challenges for a Next Chapter Neighborhood. The result of this would be a significant reduction in unit count, operational and ownership challenges, and a loss of intentional product aesthetic & design. These are the primary reasons why Next Chapter is proposing these privately owned & maintained roads with public access easements granted over them. Next Chapter Holdings, LLC, or a subsidiary of, will pay for the full cost and lifetime maintenance of the streets, while still keeping them accessible to public.. The primary benefit to the City of Fayetteville is that Next Chapter Holdings, LLC, will provide the intended connectivity for pedestrians and vehicles, and the City won't have to pay for any lifetime maintenance or initial construction costs. Fayetteville taxpayers do not pay for the construction or maintenance of the road, and yet they are still able to utilize and access the streets & sidewalks, free of charge. This is typically viewed as favorable by local jurisdictions as Next Chapter Holdings, LLC, is highly incentivized to ensure the roads are kept up to high standards. If a high -quality product is not provided by the developer, which includes the streets & means of access, then the developer's business will suffer. The technical design and physical construction of the streets will generally conform to the City Minimum Street Standards, 2020 edition. In addition to the connections at N Raven Ln & N Carnelian Ln, a third access point will be extended to the east through adjacent property with right-of-way dedication, eventually connecting to N Deane Solomon Rd. N Carnelian Ln & N Raven Ln will also continue through ning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 16 of 88 300 N College Ave, Suite 317 Crafton Tull Fayetteville, 270 479.455.2207 ° architecture I engineering I surveying craftontull.com the Next Chapter development site in the form of privately owned and maintained roads with public access easements granted over it them. No alleys are proposed. An amendment to the Master Street Plan will be submitted concurrently with this PZD because while the development is meeting the intent of the established Master Street Plan's inter -parcel connectivity requirements, the technical nature of the privately owned and maintained internal roads warrant a Master Street Plan Amendment to verify this. The intended connectivity discussed in the City Plan 2040 is provided on this site with vehicular and pedestrian access. Next Chapter proposes several pedestrian connections to the adjacent Underwood Park, which makes this development even more connected than typically found in other traditional single family or multi -family developments. Therefore, because we are meeting the connectivity goal of the City Plan 2040, we believe this amendment to the MSP is justified, and will not negatively impact the City but rather benefit the City with a privately funded street & sidewalk installation and life-long maintenance. Next Chapter is proposing to add a condition that any approval of the MSP amendment is conditional upon the specific project moving forward and/or the public access easements being dedicated. If these conditions are not met, then any approved MSP amendment will revert back to the originally adopted MSP. Each unit will be front -loaded, and all units will have their own garage. There are ample guest and overflow parking spaces provided evenly throughout the development. The table below shows the number of parking stalls broken down by unit type, row parking, and parking pods. Number of Units Number of Parking Stalls Units w/ 1-car Garage (each includes 1 garage and 1 driveway parking stall) (Cherry, Maple, Hamilton, Dearborn, Jennings) 204 408 Units w/ 2-car Garage (each includes 2 garage & 2 driveway stalls) (Warren, Spencer) 72 288 Row Parking along Street N/A 77 Parking Pods N/A 112 Total Parking Spaces 885 Total Unit Count 276 Average Parking Density per Unit (Spaces/Unit) 3.21 ning Commission I August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Page 17 of 88 C 300 N College Ave, Suite 317 � Fayetteville, 270 Crafton Tull 479.455.2207 ° architecture I engineering I surveying craftontull.com 2) Site Plan Showing Proposed Improvements A concept site plan is included in Exhibits B & C of this booklet. 3) Buffer Areas There is one streamside buffer area located in the northwest corner of the development, where the Clabber Creek floodplain crosses the corner of the property. 4) Tree Preservation Areas Tree preservation on site will be located along the existing utility easement that runs north/south across the property. Additionally, select trees can be preserved within each of the proposed stormwater management areas. Tree preservation requirements within the PZD will adhere to the 25% minimum canopy requirement as codified in the UDC Chapter 167. Tree preservation areas and the amount of canopy to be preserved will be noted on the development plans. Should the existing canopy on -site be less than this requirement, then this percentage will be either preserved or mitigated for, in accordance with UDC Chapter 167. Preliminary calculations show that 10.4% of the site has existing canopy. Existing Trees within Planning Area 1 will be removed and mitigated. Tree preservation will be a priority in Planning Area 2, with common spaces and drainage designed around preservation, pending any potential grading and earthwork constraints. Additionally, the existing Underwood ownership has given permission for mitigation trees to be planted offsite on their adjacent property to the north and east. This area has been dedicated as land for Underwood Park. The applicant will seek direction and approval from the City regarding the potential planting of any mitigation trees within this Underwood Park area. 5) Stormwater Detention Areas & Drainage Stormwater facilities will likely include multiple detention ponds to be provided within the development, located on the downhill side along the northern property line and located in the centralized open spaces. Also, there are three adjacent existing wet detention ponds. The Underwoods ownership has granted permission for the proposed development to utilize these adjacent ponds for detention storage volume. The drainage report provided with future LSD submittal will further detail the proposed system and how it will convey stormwater. The report will also include the water quality features such as but not limited to: pervious pavers, bioswales, bioretention forebays, infiltration trenches, hydrodynamic separators, etc. 6) Undisturbed Natural Areas The northwest corner of the site contains a riparian tree grove that will be preserved. Additionally, there is a dense tree grove in the center of the 16.1-acre commercial PZD property. Next Chapter Neighborhoods feels strongly that this grove should be preserved as much as possible, through open space in Planning Area 2. 7a) Existing & Proposed Utility Connections & Extensions (Sanitary Sewer) Next Chapter Holdings, LLC, or a subsidiary of, will pay for the full cost to install the proposed public sanitary sewer main. The sewer main and all sewer services will be built to meet the City's Water and Sewer Standard Specifications, 2022 edition, as well as the latest version of the sanitary sewer details at the time of LSD permitting. The development's sanitary sewer main will drain from the east to west connecting to the existing 10" PVC sewer main that flows north out of the site at the intersection of 54tn Street and Wedington. This existing main increases to 12" as it crosses Clabber Creek, then immediately ties into an existing 48" FRP sewer main. The City has indicated there is adequate capacity in the existing system, pending the submission of an on -site sewer capacity study. rning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 18 of 88 Crafton Tull ° architecture I engineering I surveying 300 N College Ave, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontull.com 7b) Existing & Proposed Utility Connections & Extensions (Water) Next Chapter Holdings, LLC, or a subsidiary of, will pay for the full cost to install the proposed public water main. The water main and all water services will be built to meet the City's Water and Sewer Standard Specifications, 2022 edition, as well as the latest version of the water details at the time of LSD permitting. The development's water main will be connected to the existing 8" main that runs north/south through the site and will also be connected to two existing fire hydrants. One of those hydrants is on the south side of the property at the N Raven Ln existing stub -out. The other hydrant is located on N Deane Solomon Rd, whose connection will require right-of-way dedication through adjacent properties. The City has indicated there is adequate pressure in the existing system, pending the submission of an on -site water distribution system study. 8) Development & Architectural Design Standards Base architectural design standards for the homes will be similar in nature and character to those unit types attached in Exhibit D. These unit types highlight potential options for a medium density configuration, while also conveying materials and prominent features of potential housing within any future development. The developer may build different house plans if they generally conform to the material and roof form of the included drawings. The developer may elect to vary house exterior color. The unit designs do generally conform to the architectural design standards from UDC 166.23(D) but will have some slight variations. That is why we have included the homes in Exhibit D, for clarity and ease of reference. E) Proposed Planning Areas: Proposed planning areas for this development will include: Planning Area 1 (Single Family Detached Homes) —This area will encompass any residential units, private streets, , parking pods, and uses where single family structures are proposed. This area will have a "build -to -zone", where the principal fagade of the residential units shall be within 10-25ft of the outside edge of sidewalk for the units that are fronting streets. Planning Area 2 (Non -Residential Uses) — This area will encompass all the detention, drainage features, natural green space areas, and the recreational & amenity features. The zoning district is designed to permit and encourage the minimum amount of development, protect natural features, and encompass all common and recreational areas for the development. Open space will be accessible for residents to use through a sidewalk network via the master street plan, such that residents can use common open space for outdoor and recreational uses. F) Proposed Zoning Standards: Planning Area 1 - Residential Zoning District: (a) Permitted Use Units: Unit 1: City-wide uses by right Unit 8: Single-family dwellings Unit 9: Two -Family Dwellings Unit 10: Three (3) and Four (4) family dwellings Unit 41: Accessory Dwelling Units Unit 44: Cluster Housing Development Unit 46: Short-term rentals (Type-1 Only) b) Conditional Use Units: Unit 2: City-wide uses by conditional use permit Unit 3: Public protection and utility facilities Unit 4: Cultural and recreational facilities ning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 19 of 88 Crafton Tull ° architecture I engineering I surveying Unit 26: Multi -family dwellings Unit 46: Short-term rentals (Type-2 Only) d) Residential Density and/or Nonresidential Intensity: 6 units/acre Maximum Bulk and area regulations: d) Lot width minimum: No Minimum e) Lot area minimum: No Minimum h) Height regulations: 2 stories 300 N College Ave, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontull.com i) Building area: less than 35% of total property area (total = 49.2-ac). Minimum buildable private street frontage: 33% of envelope width (for only those units fronting Private Streets). Site Planning: j) Landscaping: Landscaping shall generally conform to Chapter 177 of the Unified Development Code. k) Parking: Parking shall be associated with proposed use and will conform to Chapter 172 in the UDC. Guest and overflow parking spaces will be available throughout the development in parking pods and street -adjacent row parking, as shown in Exhibits B & C. It should be noted that on -street parallel parking will not be allowed. Parking pods of 5 spaces or greater will conform to UDC 177.04 Site Development and Parking Lot Landscape Standards. Resident parking spaces are provided for each unit in the form of garage and driveway spaces. 1) Architectural Design Standards: Base architectural design standards for homes are included in Exhibit D. Single-family homes shall be generally similar in nature and character to these plans and images as shown in Exhibit D. m) Signage: Non-commercial signage shall be allowed under Chapter 174 of the UDC. No internally illuminated signs are allowed. However, monument signs at each entrance to the development will conform to the majority of the requirements in UDC 174.10(B). Each sign will be maximum 45 ftz. Each sign will not be internally illuminated; however, external illumination with decorative or landscape lighting may be used. Planning Area 2 — Non-residential Zoning District: (a) Permitted Use Units: Unit 1: City-wide uses by right Unit 4: Cultural and recreational facilities b) Conditional Use Units: Unit 2: City-wide uses by conditional use permit Unit 3: Public protection and utility facilities c) Residential Density and/or Nonresidential Intensity: 0 units/acre Maximum Bulk and area regulations: d) Lot width minimum: None e) Lot area minimum: None h) Height regulations: 2 story maximum i) Building area: None Site Planning: j) Landscaping: Landscaping shall generally conform with UDC Chapter 177. rning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 20 of 88 300 N College Ave, Suite 317 a� Fayetteville, 270 Crafton Tull 479.455.2207 ° architecture I engineering I surveying craftontull.com k) Parking: No parking is proposed in Planning Area 2, because all site parking is already provided in Planning Area 1. 1) Architectural Design Standards: Architectural design standards shall mimic building and development requirements within UDC for the amenity buildings. m) Signage: Subdivision Entrance Signage is allowed within this Planning Area but shall be applied by separate permit. No other signs shall be allowed, except as approved by the Property Owner. *By right, common mailbox units shall be allowed within Planning Area 2. **Accessory uses shall mimic UDC 164.02, Accessory Structures and Uses. G) Zoning Charts: Planning Area 1 (Residential Zoning District): Below is a chart comparing Planning Area 1 (Residential Zoning District) within this PZD versus City of Fayetteville current RSF-4 & Underwood Commercial PZD of the property: Regulation EXISTING RSF-4 EXISTING Underwood Proposed PZD Planning Area 1 Commercial PZD Planning Area 1 Permitted Uses Units 1, 8, 41, 46 Units 1, 5, 8, 9, 12b, 13, 15, Units 1, 8, 9, 10, 41, 44, 46 (Type-1) 25, 40, 41, 42, 44, 45 Conditional Uses Units 2, 3, 4, 5, 9, 12a, 24, Units 2, 3, 4, 10, 11, 24, 26, Units 2, 3, 4, 26, 46 (Type-2) 36,44 36 Front Setback 15' 15' 30' Side Setback adjacent to 5' S' 30' Single & Two Family Side Setback Other Uses 5' S' 30' Rear Setback adjacent to 15' 15' 30' Single Family Rear Setback Other Uses 15' 15' 30' Density 4 units/acre 24 units/acre 6 units/acre Min. Lot Width 70' None N/A Min. Lot Area 8000 SF for Single-family 6000 SF for Single-family, N/A dwellings, and 12,000 SF 6500 SF for Two (2) Family, for Two (2) Family 8000 SF for Three (3) or dwellings more family Maximum Building Height 3 stories 5 stories 2 stories Building Area On any lot the area On any lot the area On the entire 49.2-acre subject occupied by all buildings occupied by all buildings property, the area occupied by all shall not exceed 40% of shall not exceed 60% of the buildings shall not exceed 35% of the total area of such lot. total area of such lot. the total 49.2-acre subject property Accessory ground Accessory ground mounted area. mounted solar energy solar energy systems shall systems shall not be not be considered buildings. considered buildings. Parking Provided (Spaces 2 UDC Ch. 172 Parking & 3.21 per dwelling unit) Loading Tree Preservation Min. 25% 20% 25% Canopy Preservation Irning Commission August 25, 2025 (KTB LIMITED PARTNERSHIP) Paqe 21 of 88 a 300 N College Ave, Suite 317 �� Fayetteville, 270 Crafton Tull 479.455.2207 architecture I engineering I surveying craftontull.com *All setbacks are from the perimeter property line of the entire 49.2-acre site. There are no internal property lines to measure unit setbacks from. A 30' building setback around the entire perimeter of the property is included. Because there are no internal property lines to measure internal setbacks from and to provide clarity in comparison of, please see the additional table below which compares the physical unit separations to the existing zoning's setbacks. Also, the proposed residential envelope's minimum width & area are compared to the existing zoning's minimum lot width & area. The applicant understands the nature of the internal design and layout of the development may be confusing — as there are no internal property lines to measure technical setbacks from — therefore the following additional table has been provided in hopes of clarifying the proposed internal building and unit spacing. These additional comparisons are intended to remove any doubt and show how the site's internal layout will be regulated through the proposed PZD. Existing Comparable Internal Setback, Lot Area, or Lot Width Internal Unit Spacing/Size Existing RSF-4 Existing Underwood Proposed PZD Regulation Commercial PZD Planning Planning Area 1 Area 1 Min. Front Separation 15' 15' 19' (to outside edge of sidewalk) Min. Side Separation 5' setback (10' 5' setback (10' between 5' setback (10' between buildings) between buildings) buildings) Min. Rear Separation 15' 15' 10, Min. Residential Envelope 70' None 30' (to allow for Width Hamilton & Jennings units) Min. Residential Envelope Area 8000 SF for Single- 6000 SF for Single-family, 1410 SF (to allow for family dwellings, 6500 SF for Two (2) most narrow envelope and 12,000 SF for Family, 8000 SF for Three width (Hamilton & Two (2) Family (3) or more family Jennings, 30') by dwellings shortest envelope depth, Maple (47') ning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Page 22 of 88 aw, 300 N College Ave, Suite 317 � Fayetteville, 270 Crafton Tull 479.455.2207 ° architecture I engineering I surveying craftontull.com Planning Area 2 (Non-residential Zoning District): Below is a chart comparing Planning Area 2 (Non-residential Zoning District) within this PZD versus City of Fayetteville RSF-4 & Underwood Commercial PZD of the property: Regulation RSF-4 Underwood Proposed PZD Commercial PZD Planning Area 2 Planning Area 1 Permitted Uses Units 1, 8, 41, 46 Units 1, 5, 8, 9, 12b, 13, Units 1, 4 15, 25, 40, 41, 42, 44, 45 Conditional Uses Units 2, 3, 4, 5, 9, 12a, Units 2, 3, 4, 10, 11, 24, Units 2, 3 24, 36, 44 26,36 Front Setback 15' 15' 30' Side Setback adjacent to 5' S' 30' Single & Two Family Side Setback Other Uses 5' S' 30' Rear Setback adjacent to 15' 15' 30' Single Family Rear Setback Other Uses 15' 15' 30' Density 4 units/acre 24 units/acre 0 units/acre Min. Lot Width 70' None None Min. Lot Area 8000 ft2 for Single- 6000 ft2 for Single- None family dwellings, and family, 6500 ft2 for Two 12,000 ft2 for Two (2) (2) Family, 8000 ft2 for Family dwellings Three (3) or more family Maximum Building Height 3 stories 5 stories 2 stories Building Area On any lot the area On any lot the area None occupied by all occupied by all buildings shall not buildings shall not exceed 40% of the total exceed 60% of the total area of such lot. area of such lot. Accessory ground Accessory ground mounted solar energy mounted solar energy systems shall not be systems shall not be considered buildings. considered buildings. **By right, common mailbox units shall be allowed within Planning Area 2. ***Accessory uses shall mimic UDC 164.02, Accessory Structures and Uses. 1Vning Commission I August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 23 of 88 Crafton Tull ° architecture I engineering I surveying 300 N College Ave, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontull.com H) Analysis of Site Characteristics: The 49.2-acre site is primarily grass with dense tree canopy in three areas: west side, south property line, and center/north area of the site. The eastern parcel of the site was previously apart of the old Razorback Golf Course. The western parcel of the site was previously used for hay harvesting. This site is generally sloped from south to north with —5 slope along the southern boundary and —1-2% slope in the center and north areas of the site as you approach Clabber Creek. There are three point discharge locations where offsite stormwater flows onto the site, and travels through the site in a channelized condition. Each of these locations will be captured and conveyed to the proposed detention areas. Additionally, the Underwoods ownership has granted permission for the proposed development to use the existing wet ponds, adjacent to the north and east, for detention volume, if needed. A flood study (No Adverse Impact Letter & Analysis) and wetland delineation study will provided upon first LSD submittal, as required by the City of Fayetteville engineering department. City GIS mapping shows most of the site contains hydric soils. The Master Plan in Exhibit C shows preservation of potential WOTUS wetland and channel areas, and the maximum disturbance to the WOTUS will be less than 0.5- acres to stay within USACE Nationwide Permitting requirements and therefore not trigger a USACE Individual Permit. The 100-yr floodplain crosses the northwest corner of the site. There are no known manmade hazards. 1) Recreational Facilities: The future development of this property will have open space pockets that are a central design feature. The open spaces will have pedestrian access from all directions with an inner sidewalk and/or soft surface trail. The recreational facilities within these open spaces includes the following but is not limited to: dog park, community garden, internet cafe, business center, fitness center, pool, and pickleball courts. A walking trail network throughout the internal greenspace will be provided, and the network will connect pedestrian access to the adjacent Underwood Park at multiple locations along the subject property boundary. See Overall Site Plan included in Exhibit C, which shows an aerial view of the site and the adjacent trail system for Underwood Park and Clabber Creek multi -use trail. J) Reason for Rezone Request: The portion of the subject property currently zoned RSF-4 allows for 1-4 single family dwellings with a density of up to 4 units per acre and minimum lot width of 70'. The portion of the subject property currently zoned Commercial PZD, per the Underwood Development PZD approved booklet, allows 24 units per acre, per Ordinance 6334. Due to the developer's desire to create a more compact, walkable, open -space driven design, the developer is requesting a PZD that allows for unique character of the proposed development. It should be noted that the density being requested of 6 units/acre over the entire property in question will result in the reduction of 223 total units across the existing two properties (see section K, below). The concept site plan, as shown in Exhibits B & C of this booklet, is based on 32' wide envelopes, but allows the developer to create bigger or smaller envelopes, depending on their preference at the time of development. However, the minimum spacing between single family structures shall always remain at 10' minimum. A Planned Zoning District (PZD) was the method chosen to do this for one reason. 1. Other base zoning classifications could've been requested, but due to the unique character & nature of the development, it would result in assortment of variances and deviations. This is why the developer has proposed a Planned Zoning District which allows for single family detached rental units with a zoning density of no more than 6 units per acre. Other zoning ning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Page 24 of 88 0 300 N College Ave, Suite 317 �� Fayetteville, 270 Crafton Tull 479.455.2207 architecture I engineering I surveying craftontull.com districts (Multi -Family, Community Services, Residential Intermediate -Urban, etc) could allow for a similar flexibility to what is being proposed here, but not without it seeming like the developer was building multi -family apartments or an overly dense development. This is not their desire nor how they wish for the public, Commission, or Council to see this request as. It is their intent to build smaller single family detached rental units with a zoning density of no more than 6 units per acre. K) Relation to Existing and Surrounding Properties: Crystal Springs subdivision to the south is zoned RSF-4, allowing 4 units/acre. The Underwood Commercial PZD to the east allows 24 units/acre. The undeveloped parcel to the west is zoned RSF-1, allowing 1 unit/acre. The subdivisions surrounding Holcomb Elementary to the north are a mix of RSF-4 and RSF-8, allowing at most 8 units/acre. This development, being medium density residential at 6 units/acre, will serve as a transitional use between surrounding neighborhoods while still conforming to the general residential uses within the area. The existing RS-4 zoning on the 33.1 acre parcel currently allows for 132 units to be developed. The existing PZD zoning on the 16.1 acre parcel currently allows for 386 units to be developed. The total number of units allowed by -right as an aggregate on both of the existing parcels is 518 units. The Next Chapter Development proposal would reduce the total allowed unit count to 295 units — or a reduction of 223 units. This development will have street connections to the south on N Carnelian Ln & N Raven Ln, which are existing stub outs for the Crystal Springs subdivision. This development will also connect to N Deane Solomon Rd to the east via right-of-way dedication through adjacent properties. Traffic within this development will have egress/ingress from N Carnelian Ln, N Raven Ln, & N Deane Solomon Rd. All signage shall mimic UDC Chapter 174. At least 2 monument signs will be constructed for the neighborhood entrances. Non-commercial signage shall be allowed under Chapter 174 of the UDC. No illuminated signs are allowed. The maximum surface area for each monument sign shall not exceed 45 square feet, see Exhibit E for an example monument sign of this display size. L) Compliance with Fayetteville's Comprehensive Land Use Plan. Fayetteville's Future Land Use Plan calls this area to be Residential Neighborhood, which offers a wide variety of housing types, with highly connected, compact blocks with gridded street patterns. This Planned Zoning District is in compliance with that, as it allows a wide variety of single-family housing units with no minimum lot width or size. Two to four family dwellings are also allowed with this Planned Zoning District. This development is connected to the existing subdivision to the south and to the future mixed -use development to the east for the Underwood Commercial PZD, as well as internally, with the open space being a central focal point. Below are the six 2040 City Plan goals and how this development aligns with them: Goal 1: We will make appropriate infill and revitalization our highest priority. This site is an infill project, between two existing residential developments. This project connects vehicles and pedestrians throughout this area in a logical and concise manner. Single-family residential use on this site compliments the context and character of the existing neighborhood to the south of the site, while obtaining the density needed to promote affordable housing in the region. Goal 2: We will discourage suburban sprawl. This development would not be considered suburban sprawl having high and medium density neighborhoods surrounding it. This development connects the two existing developments, extends ning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Page 25 of 88 a 300 N College Ave, Suite 317 �� Fayetteville, 270 Crafton Tull 479.455.2207 ° architecture I engineering I surveying craftontull.com vehicular and pedestrian access through this site and surrounding sites to local parks and amenities (i.e. Underwood Park, Gary Hampton Softball Complex, Wilson Springs Preserve, Holcomb Elementary). This Planned Zoning District has a density that is less than the future Commercial PZD 24 units/acre density, while also being a concise development which minimizes public street construction and centers on an internal open space for residents to enjoy. Goal 3: We will make traditional town form the standard. This development meets this goal by being a compact and dense subdivision thus being able to preserve open space and trees, having interconnected streets and sidewalks, and minimizing the unit's front fagade separation from the sidewalk, while still providing one parking stall in each driveway. This will keep the units close to the street to mimic traditional town form. Goal 4: We will grow a livable transportation network. This development will promote walkability and bicycling by having interconnected tree -lined streets, and sidewalks. Fayetteville's Clabber Creek trail is adjacent to this development, just north of Clabber Creek. The existing Underwood Park is directly adjacent to the northeast. Residents of this development will be able to access the Underwood Park trail system at multiple locations around the eastern, northern, and southern perimeters of the site. The students and faculty of Holcomb Elementary and any citizen who uses the Gary Hampton Softball complex for sports can use the Clabber Creek multi -use trail and/or public sidewalk network to access their home in this proposed development. If public transportation decides to extend west, this development will provide connection with surrounding neighborhoods thus making bus stops more accessible. The City Plan 2040 clearly states a plan to create compact, complete, and connected development. These privately owned & maintained streets with public access easements dedicated over them will meet that plan for the following reasons: 1. Streets will provide legally established public access through the site from southern adjacent parcel to eastern adjacent parcel. 2. Pedestrians will have multiple direct access points to the adjacent Underwood Park trail system. 3. Pedestrians have less than 0.20 miles access from site to the Clabber Creek multi -use paved trail to the north. Goal 5: We will assemble an enduring green network. This development will meet this goal by preserving trees and open space. Streamside protection measures will be along Clabber Creek at the northwestern corner of the property. Additionally, the proposed development will consist of tree -lined streets, interconnected sidewalks, and will connect to the Clabber Creek multi -use trail and Wilson Springs Preserve, which are both adjacent to the development. Goal 6: We will create opportunities for attainable housing: This goal will be met the developer providing a mixture of housing sizes and unit types. This mixture will allow some of the homes to be more affordable than the average single-family dwelling. Additionally, the homes will be rental units and therefore more financially attainable than the average single family private lot. M) Traffic Study A Traffic Impact Analysis study has been prepared for the site, dated June 2025. The study was prepared by Traffic Engineering Consultants, Inc., which concluded that "no traffic control or geometric roadway ning Commission W August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Page 26 of 88 300 N College Ave, Suite 317 Crafton Tull Fayetteville, 270 479.455.2207 ° architecture I engineering I surveying craftontull.com improvements are necessary as a result of the proposed site traffic to continue operating at acceptable levels -of -service both now and in the future". N) Impact of City Services An 8" proposed water main will be extended throughout the site to serve all residential units, and will connect to the existing 8" water main. An 8" gravity sanitary sewer main will be extended throughout the site to serve all residential units. The internal gravity main network will drain into the existing 10" PVC sewer main, which increases to 12" as it flows north and crosses Clabber Creek. Initial discussions with city staff stated sanitary sewer capacity, water pressures and flows should not be a concern, as long as on -site water pressure and sanitary sewer capacity studies are provided at the time of LSD submittal. Emergency services, police and fire, will be able to serve houses by the streets throughout the development. The proposed site's access separation distance, per 2021 Arkansas Fire Code, Appendix D, Section D104.3, is at least half the longest diagonal distance of the site. The longest diagonal distance, from NE corner to SW corner of the site, is approximately 2,500 feet (thus required minimum separation distance is 1,250 feet). The two proposed N. Raven Ln access points on site are separated by approximately 1,682 feet. At the time of LSD submittal, the site's phasing plan will make sure to include both N. Raven Lane access points within Phase 1, to ensure the minimum separation distance is met. Fire hydrants will be installed strategically throughout the development and the streets will have 26' width required for a fire truck, or a bump -out fire apparatus access pad at each hydrant location if the street is less than 26' wide from face of curb to face of curb. As drawn in Exhibit C, the width of the roads is 27' FC to FC and 28' BOC to BOC. The City's commercial trash & recycling truck program will pick up the waste weekly from each unit. O) Conceptual Description of Development Standards The proposed PZD will set forth development standards and conditions aimed at encouraging harmonious development, ensuring continuity in development, enhancing the appeal and practicality of the area as a residential space, overall, elevating the community. 1) Screening and Landscaping: Landscaping for this development will generally conform with UDC Chapter 177. Residential units shall have a consistent foundation and high -quality design at the front of the house and throughout the development. Native material and high -quality design are encouraged for new construction of homes. A basic landscape plan will be submitted with building elevations and floor plans. There will be no vegetative screening between the units; however, the entire perimeter of the site will have a landscaped screening buffer within the 30' building setback. 2) Traffic and Circulation: This development will provide connectivity for surrounding neighborhoods and create another route of egress/ingress thus alleviating traffic congestion within existing subdivisions. The internal streets will be privately owned & maintained with public access easements dedicated over them. The private streets require an amendment to the Master Street Plan, to be submitted concurrently with this PZD. However, right-of-way will be dedicated for the portion of N Raven Ln that crosses adjacent properties to the northeast, connecting to N Deane Solomon Rd. 3) Parking Standards: Parking standards will meet City of Fayetteville Minimum Street Standards where on -street parking and parking spaces are to be proposed. Parking will be available in garages and driveways at each residence ning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Page 27 of 88 a 300 N College Ave, Suite 317 �� Fayetteville, 270 Crafton Tull 479.455.2207 ° architecture I engineering I surveying craftontull.com as well as on -street and within parking pods, where allowed by this planned zoning district and the master street plan. See the parking count and breakdown by unit type, in Exhibits B & C. There are approximately 3.21 parking spaces per unit. 4) Perimeter Treatment: This development is compatible with adjacent developments and proposes to meet the future land use map. The perimeter treatment will be a 30' building setback. 5) Sidewalks: Sidewalks will be provided throughout the development and along Residential Link Private Streets. These will connect to the adjacent Underwood Park walking trails and the internal greenspace trails. 6) Streetlights: Streetlights shall be of a uniform type throughout the development. All streetlights shall be full cut-off fixtures and a lighting system shall appropriately light all public areas. All streetlights shall be per Ozark Electric cooperative and meet UDC code 166.04(B)(3)(g). 7 Water: Water mains and services shall be provided for each dwelling and residence. Water mains shall be per Fayetteville 2022 Water and Sewer Specifications, utilizing an 8" AWWA C900 PVC, DR14 material. Water services shall follow these same specifications for meters and service lines. 8 Sewer: Sewer services shall be provided for all dwellings and buildings. Sewer mains shall be per Fayetteville 2022 Water and Sewer Specifications, utilizing an 8" PVC SDR 26. Sewer services shall follow these same specifications for any meters and service lines. 9) Street and Drainage: The technical design and physical construction of the streets will generally conform to the City Minimum Street Standards, 2020 edition. The streets will be privately owned & maintained with public access easements dedicated over them. Please see Exhibit C for the proposed modified residential link typical section. Street design shall be reviewed by the Engineering department of the City of Fayetteville. Drainage and storm design will be provided with a drainage report at time of LSD submittal. This report will comply with all minimum standards 1-4 of the City's Drainage Criteria Manual. Detention volume will be located on -site, as well as within existing adjacent wet ponds. Water quality features such as bioretention cells, bioswales, and pervious pavers will filter and treat the stormwater before entering the detention system. Drainage and storm design will be reviewed by the Engineering Department of the City of Fayetteville. 10) Construction of Nonresidential Facilities: Non-residential facilities are not proposed within this development apart from the leasing office building and park bathroom located in the Planning Area 2 open space. 11) Tree Preservation: Tree preservation plans and landscape plans will be required and submitted once development begins on a Large Scale Development application and development plan is submitted. The intent is to preserve as many trees as possible in Planning Area 2. Planning Area 1 will have no preservation. Mitigation will be shown in Planning Area 2. Per UDC 167, the existing canopy percentage will be preserved as much as possible, and the remaining percentage will be mitigated for on and/or off -site. ruing Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Page 28 of 88 C'v� Crafton Tull architecture I engineering I surveying 300 N College Ave, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontu I I.com 12) Architectural design standards: Architectural design standards have been attached to this application as Exhibit D. Residential buildings must be consistent with the style and look of examples set in Exhibit D. Houses may be larger or smaller, but will have the same general look as attached in Exhibit D. The units are designed to meet the majority of the Architectural Design Standards from UDC 166.23 (D). 13) Lot Design Standards: For all units, the fagade facing the street has clearly defined front door and windows. For facades that front more than one street, only one fagade is required to have a front door and window. The garage opening widths are less than 50% of the principal facade length, unless the house has a second story with windows facing the street (i.e. Hamilton, Jennings unit types). 13) Propose signage: The developer intends to build one monument sign at each of the entrances to the neighborhood. This is allowable by right in Planning Area 2, as is the common mailbox unit. Each sign will be maximum 45 ft'. Each sign will not be internally illuminated; however, external illumination with decorative or landscape lighting may be used. Each monument sign will generally conform to UDC 174.10(B). 14) View Protection: View protection shall be considered if any proposed work is to occur outside the scope of the proposed PZD and its master plan. 15) Covenants, trust, and homeowner association: There will be no homeowner's or property owner's association with this development. The property will be owned, maintained, and managed by one entity, Next Chapter Holdings, LLC, or a subsidiary of. A full time maintenance & leasing staff will be present on the property. P) PZD Intent/Purpose The intent of this Proposed PZD is to create and expand the City Residential Neighborhood Area as outlined in the City of Fayetteville's 2040 Land Use Plan. The proposed PZD wishes to expand the existing infrastructure, while creating a livable, harmonious, and vibrant community compatible to surrounding uses. Q) Legal Description Planning Area 1 & 2: LOT 4, AS PER PLAT RECORD 024A-00000298 IN THE OFFICE OF THE CIRCUIT CLERK AND EX-OFFICIO RECORDER OF WASHINGTON COUNTY, ARKANSAS, BEING PART OF THE SE 1/4 OF THE NE 1/4 AND THE N 1/2 OF THE SE 1/4 OF SECTION 32, TOWNSHIP 17 NORTH, RANGE 30 WEST, WASHINGTON COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING ATTHE SOUTHEAST CORNER OF THE SE 1/4 OF THE SE 1/4 OF SAID SECTION 32; THENCE N87°16'59"W 782.21 FEET; THENCE NO2°38'01"E 1483.34 FEET TO THE POINT OF BEGINNING, SAID POINT BEING THE SOUTHWEST CORNER OF SAID LOT 4; THENCE ALONG THE WEST LINE THEREOF THE FOLLOWING FOUR COURSES: THENCE NO2°38'01"E 76.97 FEET; THENCE N12°18'05"W 449.85 FEET; THENCE N87°14'42"W 556.89 FEET; THENCE NO2°45'14"E 527.06 FEET TO THE NORTHWEST CORNER OF SAID LOT 4; Planning Commission August 25, 2025 D-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 29 of 88 C'w� Crafton Tull architecture I engineering I surveying 300 N College Ave, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontu I I.com THENCE ALONG THE NORTH LINE THEREOF N74°18'30"E 920.33 FEET TO THE NORTHEAST CORNER OF SAID LOT4; THENCE ALONG THE EAST LINE THEREOF THE FOLLOWING FIVE COURSES: THENCE S02°36'38"W 245.00 FEET; THENCE N87°23'22"W 25.00 FEET; THENCE S02°36'38"W 758.10 FEET; THENCE S42°23'22"E 35.36 FEET; THENCE S02°36'38"W 301.04 FEET TO THE SOUTHEAST CORNER OF SAID LOT 4; THENCE ALONG THE SOUTH LINE THEREOF N87°23'22"W 202.48 FEET TO THE POINT OF BEGINNING, CONTAINING 16.01 ACRES, MORE OR LESS AND SUBJECT TO ANY AND ALL EASEMENTS OF RECORD OR FACT. ALSO PART OF THE SE 1/4 OF SECTION 32, TOWNSHIP 17 NORTH, RANGE 30 WEST, WASHINGTON COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SW 1/4 OF THE SE 1/4 OF SAID SECTION 32; NO2°23'27"E 1381.39 FEET TO THE POINT OF BEGINNING; THENCE NO2°23'27"E 777.29 FEET; THENCE S87°48'23"E 576.12 FEET; THENCE S03°18'06"E 169.29 FEET; THENCE S87°14'42"E 1141.88 FEET; THENCE S12°18'05"E 449.85 FEET; THENCE S02°38'01"W 193.06 FEET; THENCE N87°32'17"W 437.69 FEET; THENCE S02°27'43"W 227.74 FEET; THENCE N87°32'06"W 967.49 FEET; THENCE NO2°27'54"E 250.00 FEET; THENCE N87°32'06"W 442.90 FEET TO THE POINT OF BEGINNING, CONTAINING 33.31 ACRES, MORE OR LESS AND SUBJECTTO ANY AND ALL EASEMENTS OF RECORD OR FACT. E@JlWing Commission qW August 25, 2025 (KTB LIMITED PARTNERSHIP) Page 30 of 88 Crafton Tull ning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Pape 31 of 88 T-16-N R-30-W DEED DESCRIPTION (DEED 2021-00013842): PART OF THE NW 1/2 OF THE SE 1/4 OF SECTION 32, ALL IN TOWNSHIP 17 NORTH, RANGE 30 WEST, WASHINGTON COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SECTION 32; THENCE NORTH 8716'59" WEST A DISTANCE OF 782.21 FEET TO THE EAST LINE OF CRYSTAL SPRINGS SUBDIVISION. THENCE ALONG SAID NORTH LINE NORTH 0238'01" EAST A DISTANCE OF 1,483.34 FEET TO THE POINT OF BEGINNING. THENCE ALONG THE WEST LINE THEREOF THE FOLLOWING FOUR COURSES: THENCE NORTH 2.38'01' EAST A DISTANCE OF 76.97 FEET; THENCE NORTH 12'18'05' WEST A DISTANCE OF 449.85 FEET, THENCE NORTH 8714'42' WEST A DISTANCE OF 556.89 FEET; THENCE NORTH 02°45'14" EAST A DISTANCE OF 527.06 FEET; THENCE NORTH 7418'30" EAST A DISTANCE OF 920.33 FEET; THENCE SOUTH 236'38"WEST A DISTANCE OF 245.00 FEET; THENCE NORTH 87'23'22"WEST A DISTANCE OF 25.00 FEET; THENCE SOUTH 2'36'38'WEST A DISTANCE OF 758.10 FEET; THENCE SOUTH 42°23'22'EAST A DISTANCE OF 35.36 FEET; THENCE SOUTH 2°36'38"WEST A DISTANCE OF 301.04 FEET TO THE SOUTHEAST CORNER OF SAID LOT 4; THENCE ALONG THE SOUTH LINE THEREOF NORTH 87°23'22" WEST A DISTANCE OF 202.48 FEET TO THE POINT OF BEGINNING, CONTAINING 16.01 ACRES, MORE OR LESS AND SUBJECT TO ANY EASEMENTS OF RECORD OR FACT. DEED DESCRIPTION (DEED 2020-00021939): PART OF THE SE 1/4 OF SECTION 32, TOWNSHIP 17 NORTH, RANGE 30 WEST, WASHINGTON COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 32; THENCE NO2°2327"E 1381.39 FEET TO THE POINT OF BEGINNING; THENCE NO2'2327"E A DISTANCE OF 777.29 FEET; THENCE S8748'23"E A DISTANCE OF 576.11 FEET; THENCE S03°18'06'E A DISTANCE OF 169.29 FEET; THENCE S87'14'42"E A DISTANCE OF 1141.88 FEET, THENCE S1218'05"E A DISTANCE OF 449.85 FEET; THENCE S02°38'01"W A DISTANCE OF 193.06 FEET; THENCE N87°32'17'W A DISTANCE OF 437.69 FEET; THENCE S02°2743"W 227.74 FEET; THENCE N87°32'06"W A DISTANCE OF 967.49 FEET; THENCE NO2.27'54"E A DISTANCE OF 250.00 FEET; THENCE N87.32'06"W A DISTANCE OF 442.90 FEET TO THE POINT OF BEGINNING, CONTAINING 33.31 ACRES, MORE OR LESS. SUBJECT TO ANY EASEMENTS OF RECORD OR FACT. SURVEY DESCRIPTION: LOT 4, AS PER PLAT RECORD 024A-00000298 IN THE OFFICE OF THE CIRCUIT CLERK AND EX-OFFICIO RECORDER OF WASHINGTON COUNTY, ARKANSAS, BEING PART OF THE SE 1/4 OF THE NE 1/4 AND THE N 1/2 OF THE SE 1/4 OF SEC11ON 32, TOWNSHIP 17 NORTH, RANGE 30 WEST, WASHINGTON COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SE 1/4 OF THE SE 1/4 OF SAID SECTION 32; THENCE N8716'59"W 782.21 FEET; THENCE N0238'01"E 1483.34 FEET TO THE POINT OF BEGINNING, SAID POINT BEING THE SOUTHWEST CORNER OF SAID LOT 4, THENCE ALONG THE WEST LINE THEREOF THE FOLLOWING FOUR COURSES: THENCE N0238'01"E 76.97 FEET; THENCE N12"18'05"W 449.85 FEET; THENCE N8714'42"W 556.89 FEET, THENCE NO2'45'14"E 527.06 FEET TO THE NORTHWEST CORNER OF SAID LOT 4; THENCE ALONG THE NORTH LINE THEREOF N7418'30"E 920.33 FEET TO THE NORTHEAST CORNER OF SAID LOT 4; THENCE ALONG THE EAST LINE THEREOF THE FOLLOWING FIVE COURSES: THENCE S02'36'38"W 245.00 FEET; THENCE N8723'22"W 25.00 FEET; THENCE S02°36'38"W 758.10 FEET; THENCE S42'2322"E 35.36 FEET; THENCE S02'36'38"W 301.04 FEET TO THE SOUTHEAST CORNER OF SAID LOT 4, THENCE ALONG THE SOUTH LINE THEREOF N87°23'22"W 202.48 FEET TO THE POINT OF BEGINNING, CONTAINING 16.01 ACRES, MORE OR LESS AND SUBJECT TO ANY AND ALL EASEMENTS OF RECORD OR FACT. ALSO PART OF THE SE 1/4 OF SECTION 32, TOWNSHIP 17 NORTH, RANGE 30 WEST, WASHINGTON COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SW 1/4 OF THE SE 1/4 OF SAID SECTION 32; NO2.23'27"E 1381.39 FEET TO THE POINT OF BEGINNING; THENCE NO2'23'27"E 777.29 FEET; THENCE S87.023"E 576.12 FEET; THENCE S03°18'06"E 169.29 FEET; THENCE S87°14'42'E 1141.88 FEET; THENCE S1218'05"E 449.85 FEET; THENCE S02°38'01'W 193.06 FEET; THENCE N8732'17'W 437.69 FEET; THENCE S02°2743"W 227.74 FEET; THENCE N8732'06"W 967.49 FEET; THENCE NO2'27'54"E 250.00 FEET; THENCE N8732'01l 442.90 FEET TO THE POINT OF BEGINNING, CONTAINING 33.31 ACRES, MORE OR LESS AND SUBJECT TO ANY AND ALL EASEMENTS OF RECORD OR FACT. NOTES: THE SURVEY SHOWN HEREON IS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE FACTS OF THIS SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED. THE PROPERTY SURVEYED IS WITHIN THE MUNICIPAL LIMITS OF FAYETTEVILLE, AR. THE PROPERTY SURVEYED IS ZONED CPZD AND RSF-4. THE ZONING CLASSIFICATIONS SHOWN ON THIS PLAT WERE OBTAINED FROM THE CITY OF FAYETTEVILLE CIS SITE, AND REPRESENT THE ZONING CLASSIFICA11ON AT THE TIME OF THIS SURVEY. THE BOUNDARY DETERMINATION SHOWN HEREON WAS BASED UPON THE FOLLOWING DOCUMENTS: DEED 2020-00021939, DEED 2021-00013842, PLAT 2016-00029554, PLAT 2019-00034850, PLAT 024A-00000298, PLAT 0024-00000426, PLAT 0024-00000510 AND PLAT 0024-00000517. NO ATTEMPT WAS MADE TO SHOW BUILDING SETBACK LINES GRAPHICALLY ON THE SURVEY. THE DESIGNATION OR ORIENTATION OF SETBACKS THAT AFFECT THE USE OF THIS PROPERTY ARE DETERMINED BY THE LOCAL GOVERNING JURISDICTION. SETBACK DIMENSIONS WILL BE BASED ON THE ORIENTATION OF THE BUILDINGS TO BE CONSTRUCTED. THERE MAY BE BUILDINGS AND OTHER IMPROVEMENTS ON THE PROPERTY THAT ARE NOT SHOWN ON THIS PLAT. UTILITIES WERE NOT CONSIDERED A PART OF THIS SURVEY. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT CONSIDERED A PART OF THIS SURVEY AND NO INVESTIGATION OF THESE CONDITIONS WAS MADE. THE SURVEYOR HAS NOT MADE A SEPARATE INVESTIGATION OR SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, OR RESTRICTIVE COVENANTS OR ANY OTHER FACTS WHICH MIGHT AFFECT THE PROPERTY. ANY EASEMENTS SHOWN HEREON CAME TO THE ATTENTION OF THE SURVEYOR FROM EXAMINATION OF WACO TITLE COMPANY EASEMENT SEARCH FILE NO. 2504136-10Z DATED APRIL 17, 2025. PAT OF THIS PROPERTY IS IN FLOOD ZONE "AE', AND IS INSIDE THE 100-YEAR FLOOD PLAIN AS SHOWN ON THE NATIONAL FLOOD INSURANCE PROGRAM'S FIRM PANEL NUMBER 05143CO205F, REVISED DATE JANUARY 25, 2024. THE ABOVE STATEMENT IS FOR INFORMATION ONLY AND THIS SURVEYOR ASSUMES NO LIABILITY FOR THE CORRECTNESS OF THE CITED MAP. IN ADDITION, NO INDEPENDENT STUDY OF THE LIKELIHOOD OF FLOODING OF THE SURVEYED PROPERTY HAS BEEN DONE BY THE SURVEYOR AND NO OPINION OF FLOOD HAZARDS IS INCLUDED IN THIS SURVEY. CERTIFICATE OF SURVEYING ACCURACY: I HEREBY DECLARE THAT ON THE 17TH DAY OF JUNE, 2025 THE HEREON PLATTED AND DESCRIBED SURVEY WAS COMPLETED UNDER MY SUPERVISION AND THE IRON PINS WERE FOUND OR SET, AS SHOWN, TO THE BEST OF MY KNOWLEDGE AND BELIEF. •STATE OF•° ARKANSAS NO. 1460 •.G SIGNATURE /'� • O LLATE,,..,'. CRAFTON, TULL, & ASSOCIATES, INC. BY KEVIINJ.J. MONTGOMERY (AGENT) KEVIN J. MONTGOMERY PS 1460 PROFESSIONAL LAND SURVEYOR ALL COPIES THAT DO NOT BEAR AN ORIGINAL SEAL AND SIGNATURE MAY HAVE BEEN ALTERED. THE ABOVE DECLARATION SHALL NOT APPLY TO ANY COPY THAT DOES NOT BEAR AN ORIGINAL SEAL AND SIGNATURE. RECORD INFORMATION STATE PLAT CODE: 500-17N-30W-0-32-102-72-1460 cn Q c� Z Q rY � U Q � � J Q w cri ry Z � > c�7 O 0 ZC? n0 cnZ01,,-, LLI= �<Uz w LLLJ Q L L] Z z ~ _ ZD U O rV m x Q LJI L1J r-) Z J J LL L LI Q I DATE: 06/ 17/2025 PROJECT NO: 25301700 CONTACT: K MONTGOMERY 901 N. 47th St., Suite 400 Rogers, Arkansas 72756 Crafton Tull 479.636.4838 t www.craftontull.corn CERTIFICATE OF AUTHORIZATION: "L CRAFT0" TOLL 8 ASSOCIATES, INC. D No.109 ',o��'�ANt AS ErG\N�E'6 © 2025 Crofton, Tull & Associates, Inc . DELTA DESCRIPTION DATE SHEET NO.: 1 OF 2 rianning commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 32 of 88 LEGEND O FOUND IRON PIN OR PIPE PROPERTY LINE / EASEMENT LINE GRAPHIC SCALE IN FEET 120' 0 120' BASIS OF BEARING: GRID NORTH, ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83 HORIZONTAL DATUM AND NGVD 29 VERTICAL / ` . DATUM DETERMINED BY GPS OBSERVA11ON ON THE CITY OF FAYETTEVILLE CONTROL MONUMENTS USING THEIR PUBLISHED VALUES. BEARING: GRID ' DISTANCE: GRID CONVERGENCE ANGLE:-01'16'43187 / COMBINED SCALE FACTOR: 0.99991525 << 5/8" IRON PIN VALUE CALCULATED AT THE FOLLOWING POINT: N 648801.721 E 663175.113 Z 1264.203 GP�gg/ 31 PARCEL 765-16658- 050 �I LOT 4 PR 024A-00000298 / wl DR 2021-00013842 r ±16.01 ACRES 7706'W 442 90' I I I I M LU n N N Z I I I I P.O.C. SW CORNER SE 1/4 SECTION 32 T-17-N R-3-W 5/8" IRON PIN N I I a I In N 1/2' IRON PIN I� 20' WATER & SEWER EASEMENT I' DOG 2022-00022348 I I I PARCEL 765-16658-050 DR 2020-00021939 ±33.31 ACRES N871 2"W 5 5/8' IRON PIN 0 PIN 0 0 u� N 3 a M CO r� 5/8' IRON PIN (0-4 5/8' IRON PIN 5/8' IRON PIN a s 5/8' IRON PIN N = 650186.41 E = 663270.67 PARCEL LINE TABLE LINE DIRECTION LENGTH L1 N2' 38' WE 116.09' L2 NT 38' 01'E 76.97' L3 N87' 23' 227W 25.00' L4 S42' 23' 227E 35.36' 00 0 N Z I P.O.C. SE CORNER SE 1 /4 SECTION 32 T-17-N R-3-W N87'16'59'W 782.21' RECORD INFORMATION STATE PLAT CODE: 500-17N-30W-0-32-102-72-1460 cn c� Z Q U Q � � J Q W ,�j V ry z 1 > r) c'i o o n-1 z n 0 t/� z O w = z w � U w Q L LI z ~ z _ � U O � fY cc X Q ILI L1J f2 z J J LU F— L LI I II — DATE: 06/ 17/2025 PROJECT NO: 25301700 CONTACT: K MONTGOMERY 901 N. 47th St., Suite 400 Rogers, Arkansas 12756 Crafton Tull 479.636.4838 t www.craftontull.corn CERTIFICATE OF AUTHORIZATION: "L CRAFTON, TULL 8 ASSOCIATES, INC. D No.109 ��'�ANtgS ErG\N�E'6 © 2025 Crofton, Tull & Associates, lnc. DELTA DESCRIPTION DATE SHEET NO.: 2 0 F 2 riaiululy U UIIIIIIIJJIVII August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 33 of 88 NEXT CHAPTER PZD FAYETTEVILLE., ARKANSAS W CRYSTAL DR W VANIKE DR z z IM m D z m r m 70 o o � \ 0 z SITE o I N CARNELIAN LN I N RAVEN LN W AZURITE ST toz z z CD a m z co IM r z z 7u r z INi zl PZD (# TO BE ASSIGNED) COVICINITY MAP (NTS) BASIS OF BEARING ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83 HORIZONTAL DATUM AND NGVD 29 VERTICAL DATUM DETERMINED BY GPS OBSERVATION ON THE CITY OF FAYETTEVILLE CONTROL MONUMENTS USING THEIR PUBLISHED VALUES. FREEWAY/EXPRESSWAY REGIONAL LINK —HIGH ACTIVITY REGIONAL LINK NEIGHBORHOOD LINK NEIGHBORHOOD LINK PLANNED RESIDENTIAL LINK PLANNED ce PROJECT INFORMATION APPLICANT: CRAFTON TULL CONNOR THREET P.E. 300 N. COLLEGE AVE., SUITE 317 FAYETTEVILLE, AR 72701 479-878-2467 OWNER PURSUING PZD: EXISTING OWNERSHIP: PLAT DOCUMENTS FOR EXISTING PARCELS: NEXT CHAPTER HOLDINGS, LLC 2500 TRADE CENTER DR EVANS, GA 30809 UNDERWOOD, CRAIG & LAURA REVOCABLE TRUST KTB LIMITED PARTNERSHIP PROPERTY LINE ADJUSTMENT PLAT 2019-00034850 PROPERTY LINE ADJUSTMENT PLAT 2016-00029554 TRACT SPLIT PLAT 024A-00000298 ACCESS, MAINTENANCE, & DETENTION PERMANENT EASEMENT PLAT DOC 2019-00038607 fr LO VGo 3 R )N87 Vw -- - �� 0 _ � LO ti W S87'48'2 _ 57612/' �w \ I �t v Lr, r (V\ I Q- 71 `2 S8714'42'f_ 1141.88' ( I 20' WATER & SEWER EASEMENT DOC 2022-00022348 r �_ 1} CD f 20 .48 w N873. 2'06"W 44290' 0 1� r� �4 X1 '� j� ,� -� —A �'� Sr ^ N87'32'17 oy° �- y�jj �t e.z f>✓ 'n" T �,/` �.,. � by n ,-� � ACCESS & MAINTENANCE EASEMENT & --/ \— ACCESS & MAINTENANCE EASEMENT & PERMANENT EASEMENT FOR DETENTION PERMANENT EASEMENT FOR DETENTION PONDS DOC 2019-00038607 PONDS DOC 2019-00038607 PROPERTY DESCRIPTION LOT 4, AS PER PLAT RECORD 024A-00000298 IN THE OFFICE OF THE CIRCUIT CLERK AND EX—OFFICIO RECORDER OF WASHINGTON COUNTY, ARKANSAS, BEING PART OF THE SE 1/4 OF THE NE 1/4 AND THE N 1/2 OF THE SE 1/4 OF SECTION 32, TOWNSHIP 17 NORTH, RANGE 30 WEST, WASHINGTON COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SE 1/4 OF THE SE 1/4 OF SAID SECTION 32; THENCE N8716'59"W 782.21 FEET; THENCE NO2°38'01"E 1483.34 FEET TO THE POINT OF BEGINNING, SAID POINT BEING THE SOUTHWEST CORNER OF SAID LOT 4; THENCE ALONG THE WEST LINE THEREOF THE FOLLOWING FOUR COURSES: THENCE NO2'38'01"E 76.97 FEET; THENCE N1218'05"W 449.85 FEET; THENCE N8714'42"W 556.89 FEET; THENCE NO2°45'14"E 527.06 FEET TO THE NORTHWEST CORNER OF SAID LOT 4; THENCE ALONG THE NORTH LINE THEREOF N7418'30"E 920.33 FEET TO THE NORTHEAST CORNER OF SAID LOT 4; THENCE ALONG THE EAST LINE THEREOF THE FOLLOWING FIVE COURSES: THENCE S02°36'38"W 245.00 FEET; THENCE N87°23'22"W 25.00 FEET, THENCE S02°36'38"W 758.10 FEET, THENCE S42°23'22"E 35.36 FEET; THENCE S02°36'38"W 301.04 FEET TO THE SOUTHEAST CORNER OF SAID LOT 4; THENCE ALONG THE SOUTH LINE THEREOF N87°23'22"W 202.48 FEET TO THE POINT OF BEGINNING, CONTAINING 16.01 ACRES, MORE OR LESS AND SUBJECT TO ANY AND ALL EASEMENTS OF RECORD OR FACT. ALSO PART OF THE SE 1/4 OF SECTION 32, TOWNSHIP 17 NORTH, RANGE 30 WEST, WASHINGTON COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SW 1/4 OF THE SE 1/4 OF SAID SECTION 32; NO2°23'27"E 1381.39 FEET TO THE POINT OF BEGINNING; THENCE NO2°23'27"E 777.29 FEET; THENCE S87°48'23"E 576.12 FEET; THENCE S0318'06"E 169.29 FEET; THENCE S8714'42"E 1141.88 FEET; THENCE S1218'05"E 449.85 FEET; THENCE S02°38'01"W 193.06 FEET; THENCE N87°32'17"W 437.69 FEET; THENCE S02°27'43"W 227.74 FEET; THENCE N87°32'06"W 967.49 FEET, THENCE NO2°27'54"E 250.00 FEET; THENCE N87°32'06"W 442.90 FEET TO THE POINT OF BEGINNING, CONTAINING 33.31 ACRES, MORE OR LESS AND SUBJECT TO ANY AND ALL EASEMENTS OF RECORD OR FACT. Arkansas One Call Know what's below. Cal I before you dig. FLOOD NOTE: A PORTION OF THE PROPERTY IS IN FLOOD ZONE "AE", AND IS INSIDE THE 100—YEAR FLOOD PLAIN AS SHOWN ON THE NATIONAL FLOOD INSURANCE PROGRAM'S FIRM PANEL NUMBER 05143CO205G, EFFECTIVE DATE JANUARY 24, 2024. THE ABOVE STATEMENT IS FOR INFORMATION ONLY AND THIS SURVEYOR ASSUMES NO LIABILITY FOR THE CORRECTNESS OF THE CITED MAP(S). IN ADDITION, NO INDEPENDENT STUDY OF THE LIKELIHOOD OF FLOODING OF THE SURVEYED PROPERTY HAS BEEN DONE BY THE SURVEYOR AND NO OPINION OF FLOOD HAZARDS IS INCLUDED IN THIS SURVEY. THE FLOOD HAZARD ZONE BOUNDARIES SHOWN HEREON WERE SCALED FROM THE MAPS CITED AND ARE NOT THE RESULT OF INDEPENDENT COMPUTATION OR ANALYSIS. 300 N College Ave., Suite 317 Fayetteville, Arkansas 72701 Adk Grafton Tull ® architecture I engineering I surveying 479.636.4838 t CERTIFICATE OF AUTHORIZATION: " . OF v 0 CRAFTON, TULL & r _ ASSOCIATES, INC. No. 109 gVSAS GRAPHIC SCALE IN FEET 200' 0 7,01 NEXT CHAPTER NEIGHBORHOOD AT UNDERWOOD PARK FAYETTEVILLE, AR Key Plan No. Description Date This document, and the ideas and designs incorporated g p herein, as an instrument of professional service, is the property of Crofton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. NS.� RUC T ION PROJECT NO:25301700 CIO QKL ISSUE DATE: 06/O4/2025 �O� THIS NCONTACT: C. THREET h DOCUMENT IS QC by: z° PRELIMINARY IN QC Date: NATURE AND IS NOT ' PRELIMINARY N A FINAL, SIGNED PLANS % AND SEALED DOCUMENT .�° © 2025 Crofton, Tull & Associates, Inc. NOIlO0�S� COVER SHEET/SURVEY 1 OF 1 t-ianning commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 34 of 88 Crafton Tull ning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Pape 35 of 88 LAND USE DESIGNATION TABLE PLANNING AREA 1 - RESIDENTIAL SINGLE FAMILY PLANNING AREA 2 - OPEN SPACE & AMENITIES LAND USE DESIGNATION DETACHED (A) PERMITTED USE UNITS 1, 8, 9, 10, 41, 44, 46 (TYPE-1) 1, 4 (B) CONDITIONAL USES 2, 3, 4, 26, 46 (TYPE-2) 2, 3 (C) RESIDENTIAL DENSITY ACREAGE 26.84 ACRES 22.36 ACRES RESIDENTIAL DENSITY 5.61 UNITS/ACRE 0 UNITS/ACRE NONRESIDENTIAL AREA 0 ACRES 22.36 ACRES BULK AND AREA REGULATIONS (D) ENVELOPE WIDTH MIN. 30' NONE (E) ENVELOPE AREA MIN. 1410 SF NONE (F) LAND AREA PER DWELLING MIN 1410 SF N/A (NO DWELLINGS IN P.A. 2) MAX 2460 SF (G) *SETBACK REQUIREMENTS FRONT = 30' 30' SIDE = 30' 30' REAR = 30' 30' (H) HEIGHT REGULATIONS MAX 2 STORIES 2 STORIES (AMENITY BUILDINGS) (I) **BUILDING AREA MAX 35% OF 49.2-AC PROPERTY NONE SITE PLANNING (J) LANDSCAPING SEE PZD BOOKLET SEE PZD BOOKLET (K) PARKING SEE PZD BOOKLET SEE PZD BOOK CLABBER CREEK � o to *00 E m SP;. '� l� >, N '23'2 "W 0 % 5.00 @)w. K w / oo 0 �r ® �'r!'f ti'Cii �'i: '•fit•. f yf (L u' 4"(' ® ®® I (L) ARCH. DESIGN STANDARDS SEE PZD BOOKLET & EXHIBIT D SEED OKLET NOTE: THE LAYOUT, PARKING, AND UNIT MIX SHOWN IS PRELIMINARY AND SUBJECT TO (M) SIGNAGE MAX 45 SF DISPLAY AREA MONUMENT SEE PZD BOOKLET / SIGN CHANGE IN LARGE SCALE DEVELOPMENT PLAN SUBMITTAL AND REVIEW. -. *NOTE: ALL SETBACKS ARE FROM THE PERIMETER PROPERTY LINE OF THE ENTIRE 49.2-ACRE.., \ SITE. THERE ARE NO INTERNAL PROPERTY LINES TO MEASURE UNIT SETBACKS FROM. A 30' I r. ® 1 "`' BUILDING SETBACK AROUND THE ENTIRE PERIMETER OF THE PROPERTY IS INCLUDED. 0 0 .... ... ...... ** NOTE: MAX BUILDING AREA IN PLANNING AREA 1 INCLUDES THE COMBINED ACREAGE OF ALL N UNITS' FLOOR PLAN SQUARE FOOTAGE PLUS THE AMENITY BUILDINGS' SQUARE FOOTAGE. W ' : , <; STORMWATER UNIT MAX BUILDING TYPE DESCRIPTION NIT COUNT BEDS % OF TOTAL UNITS COTTAGE - SINGLE STORY CY CHERRY 1 BR (1 CAR GARAGE, 1 CAR DRIVEWAY) 36 36 13% D DEARBORN 2 BR (1 CAR GARAGE, 1 CAR DRIVEWAY) 62 124 22% W WARREN 3 BR (2 CAR GARAGE, 2 CAR DRIVEWAY) 42 126 15% COTTAGE - TWO STORY M MAPLE 1 BR (1 CAR GARAGE, 1 CAR DRIVEWAY) 16 16 6% JG JENNINGS 2 BR (1 CAR GARAGE, 1 CAR DRIVEWAY) 50 100 18% HA HAMILTON 3 BR (1 CAR GARAGE, 1 CAR DRIVEWAY) 40 120 15% SP SPENCER 1 4 BR (2 CAR GARAGE, 2 CAR DRIVEWAY) 30 120 11% TOTAL 276 UNITS 642 BEDS 100% ON -STREET ROW PARKING = 77 SPACES PARKING PODS = 112 SPACES GARAGE & DRIVEWAY PARKING = 696 SPACES TOTAL PARKING = 885 SPACES PARKING DENSITY = 3.21 SPACES PER UNIT PROPERTY = 49.20 ACRES UNIT DENSITY = 5.61 UNITS/AC ' MANAGEMENT 4f4t O AREA Z � 28 • • • • S87'48'23"E 5 B 76.12' r'm, r ""` ® .'.'.'.'.'.'.'.'.'.'.'.'...... ;t•: " u I :.. /B ;h w Y6•l,.'. O ff I . • • • • •.•.•..•••••.•.•.•••••.•.•.•.•••.•.•.•••••••••••••••••••••........... ••• ••••••.•.'. •. •. •. •.•. •.•. •. •. •. •... •... •.• I 1 L I O O co ................. ................. I �' ® O A.E. 00 _ . ... ,. ph, 1 _ M to 0 G I �;�r •�+ �PJ I N r �,�:' ♦ ;-:s �,..,�' � ;w� try y.l:ls.. u:? : •. I r� .' k't V. I �, .max ►I - ��� 'a , S87'1 '42 " 4 c� 1 iy E 23' B/B - 022-0 8 o OO 1 ®•.•.•........................................ F Jp �i ® ® .' .............SW ................................... �� v,;, �i.: 23J .emu I •�E s: 1 .. STORMWATER 1.. 1 �t �•Yi^ MANAGEMENT t. •�. I B Imo`( v L ................................... AREA dSc3o 1................................. `.. .. . • I x't` �, I I • ..S,a`, 'tJy ® 1 • . .. . .. .. . .. .. .. . .. .. .. . .. .. . •. -•'i=• rn .,,u A.E. I I :w: R STORMWATER I .........................STORMWATE:..MANAGEMENT MANAGEMENT ........................ ..� u `® �Q 3CA I STORMWATER f f 1 MANAGEMENT AREA AREA © - 1 ® z �G ;F; 1 •' ......... ........................... .v ..•.• ......................... i AREA 1 ® 11 ................ .. ...... ............... D O .. ...... r ...............c OO ,1�." ,�♦ %# , / - yu'= oO ........... © ... ....... ` say µ: ..: ,,.. \ ® / ,�:::,.• a Q o0 s::.. ...... .. . .. ..................... .. .. ;=91 - .... • :'..,.. — ,x,w 6.3.E �.i>w ��� 1 ® ® D . E.. , e+S arzv GROUN I I 1 .. • / `�¢ , ... ............... C� a O au ........................ ............... .i<, .... .. ..... ..... .. ....... —. 63r • z _ a x�: m ............ ... 6 W Yr >: � AREA 44 2. 9 o' © _ O \ I ® ® 0 SITE AREA TOTAL: 49.20 ACRES IPLANNING AREA 1 TOTAL: 26.84 ACRES 55% PLANNING AREA 2 TOTAL 22.36 ACRES 45% c0 m _ _ _ — N8732'17"W 437.69' — _ N '� BUILDING MIN. SEPARATIONS: xw •�3 :r.� kt.:. I R ZONING: R-PZD \� ® © I FRONT = 19' TO OUTSIDE EDGE OF SIDEWALK Cq 04 ® © dS �r \ \ © O - 1 p' IN RSIDE EAR -BETWEEN BUILDINGS, OVERHANG TO OVERHANG to - ° \� ESS & MAINTENANCE EASEMENT & PERM4ENT N L E G E N D PLANNING AREA RESIDENTIAL DENSITY — ENT FOR DETENTION PONDS �— — — — — — — w ^ �ccEss & MAI EASEMENT FOR DETENTION POND I POTENTIAL WOTUS CHANNEL — — — — — PLANNING AREA 1 F UNITS: 276 ?'06"W 967.49' DOC 2019-000386 POTENTIAL WOTUS WETLAND PLANNING AREA 2 TOTAL LOTS: 1 LOT TOTAL I I I I I N CARNELIAN LN I III �I I N RAVEN LN - ul ► UNIT DENSITY: 5.61 UNITS/ACRE 300 N College Ave., Suite 317 Fayetteville, Arkansas 72701 Adk Grafton Tull ® architecture I engineering I surveying 479.636.4838 t CERTIFICATE OF AUTHORIZATION: CRAFTON, TULL & r _ ASSOCIATES, INC. (Y- No. 109 v �o q��'tNSAS EN6S���� GRAPHIC SCALE IN FEET 8 0' 0 8 0' NEXT CHAPTER NEIGHBORHOOD AT UNDERWOOD PARK FAYETTEVILLE, AR Key Plan JU No. Description Date This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crofton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. NS_�RUCTION PROJECT NO:25301700 CIO Q�L ISSUE DATE: 06/04/2025 �O� THIS % CONTACT: C. THREET h DOCUMENT IS N QC by: z° PRELIMINARY IN QC Date: NATURE AND IS NOT ° PRELIMINARY N A FINAL, SIGNED PLANS AND SEALED DOCUMENT .�° © 2025 Crofton, Tull & Associates, Inc. �4 u0 Nolion-8 s� EXHIBIT B ZONING & DEVELOPMENT STANDARDS BY PLANNING AREA MAP 1 OF 2 rianning commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 36 of 88 Crafton Tull ning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Pape 37 of 88 o� PLANNING AREA f J CLABBER CREEK � �J o-f ..:....-...-:.-.......:.....-:.- ............................... ....:....:.... � \ PLANNING AREA 1 PLANNING AREA 2 / I O l� c l O n-f 01 < 1 . x o `> 1 �z �.. Ss ^� Q W I I f .1 ( STORMWATER �I f "'r MANAGEMENT ® © I / � ,.,r .� ^ o /L t\ N y�•�/ ::°:�� © AREA S87'48'23"E 576.12' `��` U ............................. ... ........................ a� #: ✓ 1 �' _� �` f � -- _ t j �, :�•�,` I _ S8714'42"E 1 .88 zap 01 S ASE I Oo ' -�,.......................................... 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I � � — J V7 _ _ I i s > I �• — — � G � — � — .� � � ,� cat —� — N87 •3217 W 437.69 r 3r1 I IL Gj l _ VJ S I® © � � �" � ✓� � � � � �- N� � .ice/ / / J `^/ � 5� /v.� �i .•�� '�'-�,_ J t: I.� v i l\ r� 0 ,w t. SS & MAINTENANCE EASEMENT & PERM4NENT �J —� ' O ENT FOR DETENTION PONDS J - ((- Jr- J- � - f 1 W.r� �/� ,i ACCESS & MAI f �_F _ _ �I f f EASEMENT FOR DETENTION POND I r " 2019-000386 , S r I N87.32 os �►r -9s7 ,,'- --- 300 N College Ave., Suite 317 Fayetteville, Arkansas 72701 Crafton Tull ® architecture I engineering I surveying 479.636.4838 t CERTIFICATE OF AUTHORIZATION: " 1 CRAFTON, TULL & r _ ASSOCIATES, INC. No. 109 = "SAS ENGS���� GRAPHIC SCALE IN FEET 1 !7 8 0' 0 8 0' NEXT CHAPTER NEIGHBORHOOD AT UNDERWOOD PARK FAYETTEVILLE, AR Key Plan Ju No. Description Date This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crofton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crofton, Tull & Associates, Inc. RUCTION PROJECT NO:25301700 GO RFL ISSUE DATE: 06/04/2025 �O� THIS CONTACT: C. THREET DOCUMENT IS N QC by: z PRELIMINARY IN �+ QC Date: NATURE AND IS NOT PRELIMINARY m A FINAL, SIGNED z PLANS 2, AND SEALED DOCUMENT -Q © 2025 Crofton, Tull & Associates, Inc. icy O0 N011on,8 EXHIBIT C MASTERPLAN 2 0 F 2 r-10111111 ly "U11111 IIOJIul1 August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paae 38 of 88 i ` ;'' h it } � �' * EL - r.,r-_. _.` .- - r I . rr� ,� ,► .. MOM • _ ...,� , . .._ .. � �._ -� � Ip•_ • �,: -., � .' '' a '.. -° t+'� . � \`- � \ �"•" � � .� ..fit tr.' �► / fLi l 7 r`_ 1 ; : - � rUNDERWOOD . ,- _ PARK `f` ,..� �► • + �, ,- ( � _ _ ,. ..,. ���E WILSON SPRINGS NATURE PRESERVE - . •y>+ + '. / _ S tµ - GARY HAMPTON ,� o O _ 7 � EEC �• ��. �, z:� - _ SOFTBALL COMPLEX QaC� £:r- '' ..• _ v .�At r C ������ xf. /� � A O , f At ; v� ' A J. lit IT f '` �' * / ,5,1;'�. r a�:' Tr' ••,' jai . ,Y J. :tiR7dR'93"r r-7c 4n• 00 n 3 to M f �y t - 1 i C I I ,� Ld I N 4 ! � 4 n- t I �r r � S t... r` i N K co ri fr r F` Jr R 1f '•l,. S ,•t . ''-!r \.. 1. ..f �' " }•• f r • 3 r y[ y 1 r +`� •. `�,, v '• , , Yam.. i . s yy N .; �; ; ® I � 3 87 23'22 �V 202.48' K ; '` :� e:' i' N87'32�06"iN 442 90'— _ � r O / C, - ,� 'w•�+» � ...: i r, ,• -.: ;: I � ----�_ —'i `"---pf87°32cN"W-43�fi9= �� ���` 4 O ® g N I z ACCESS & MAINTENANCE EASEMENT &.,, PERMANENT EASEMENT FOR DETENTION PONDS DOC 2019-00038607 - - '067W- 96-T— �. �� — ❑ CN CARNELIAN LN— _ _-- — �] L — — _ _ _ N RAVEN LN ' �r- F, I --I II I III- ACC �I TENANCE EASEMENT & PER SMENT-- II I OR —BET NT0 III I PONDS DOC 2019-00038607 4� ' r . I — — L ✓ ,. _ rli,, �. • II : 17 AN '14" r Ir - , I"S. L • 4VJ X 7, �•: Ilf yj o.., I 1� !./r,' '�;,y x, �'C�•M. . �^,iyq , ' �r L �" r °!✓ f. t' v7f'1' i, i .'fn`Jf4r#1 , er • p - ,• i5 J ��/ ".�y yva? r,: ,' 1 � -,.. .-•k •.. •+.- R_e� _ I + I /. •"'� 1r- T �. .{! ` WW Aft 4 t , t 1 • 1 N 1 .e . r _ , , , " Y ., • 14 /gyp � � �>. r, t ry i q I v, yid. 47 . .� .V. 40 J ` ni, +4 300 N College Ave., Suite 317 Fayetteville, Arkansas 72701 Crafton Tull ® architecture I engineering I surveying 479.636.4838 t CERTIFICATE OF AUTHORIZATION:011 " 1 CRAFTON, TULL & r _ ASSOCIATES, INC. No. 109 AS ENGS���� pool uOW0,0 GRAPHIC SCALE IN FEET 1 !7 200 0 200' NEXT CHAPTER NEIGHBORHOOD AT UNDERWOOD PARK FAYETTEVILLE, AR o Pedestrian Connection points at subject property line to adjacent Underwood Park's trail network. Site plan in future LSD submittal will show proposed soft or hard surface pedestrian access from the paved interior sidewalk to these access points. Key Plan J iu 1 No. Description Date This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crofton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crofton, Tull & Associates, Inc. �5-RUCTION PROJECT NO:25301700 G° RFL ISSUE DATE: 06/04/2025 �O� THIS CONTACT: C. THREET DOCUMENT IS N QC by: z PRELIMINARY IN �, QC Date: NATURE AND IS NOT PRELIMINARY N A FINAL, SIGNED PLANS _Z7 AND SEALED DOCUMENT © 2025 Crafton, Tull & Associates, Inc. �d °0 OVERALL SITE PLAN 1 OF 1 mw r-lal 11111 ly "UI 111111twuII August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 39 of 88 U U Q Sao w P � Ur Q O N P 03 0 N � N wN� mew oar Jw w�Q >z3 �O 0Uz Z w Z wQm Z�Q <aO- o�¢ NOTES: w 1. CONTACT THE ENGINEERING DIVISION (575-8206) TO REQUEST AN INSPECTION PRIOR TO POURING ANY SIDEWALK OR DRIVEWAY IN THE RIGHT-OF-WAY. _Cn 2. THE ENGINEER OF RECORD SHALL PERFORM "PART TIME" INSPECTION FOR THE DRAINAGE INSTALLATION AND STREET CONSTRUCTION. THE PUBLIC WORKS INSPECTOR C/) MUST BE PRESENT FOR TESTING. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING TESTING. 3. MINIMUM DENSITY FOR ASPHALT SHALL BE 92% OF THE MAXIMUM THEORETICAL DENSITY. THESE TYPICAL SECTIONS ARE BASED ON STANDARD -- N CV 4. SUBGRADE (HILLSIDE) SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR. PROCTOR CURVE DATA SHALL BE SUPPLIED TO THE CITY ON ALL MATERIAL BY THE RESIDENTIAL LINKS AND NEIGHBORHOOD LINKS O N o N N N N I I ENGINEER OF RECORD, WITHOUT THE COPY OF THE SITE SPECIFIC PROCTOR CURVE, MOISTURE CONTENT MUST BE WITHIN 3% OF OPTIMUM WHEN TESTED. ESTABLISHED IN THE MASTER STREET PLAN. WHERE N N 5. BASE COURSE (CLASS 7 AGGREGATE BASE) SHALL BE COMPACTED TO 98% OF MODIFIED PROCTOR ON RESIDENTIAL LINKS AND NEIGHBORHOOD LINKS. STREET AND/OR PAVEMENT SECTIONS DIFFER,IT IS 0:� Q 6. CURING COMPOUND IS REQUIRED FOR ALL CONCRETE IN RIGHT-OF-WAY OR EASEMENTS, ANY COLOR EXCEPT CLEAR. FOLLOW STANDARD ENGINEERING PRACTICE FOR PLACEMENT IN HOT, WINDY, AND COLD WEATHER. THE RESPONSIBILITY OF THE ENGINEER OF RECORD Q 7. CURB MUST BE CAULKED BEFORE BACKFILLED AND STREET PAVED. ACCEPTABLE SUPPLIERS ARE OMNI SEAL 50, PECORA 864 AND 865, DOW COMING 888, OR OTHER TO PROVIDE ALTERNATE TYPICAL SECTIONS. o PRE -APPROVED EQUAL, 8. ALL IN -SITU SOILS FOR SUBGRADE SHALL HAVE A LIQUID LIMIT LESS THAN 40, A PLASTICITY INDEX LESS THAN 15, AND A CBR GREATER THAN 8. INADEQUATE SOILS SHALL BE "HILLSIDE Y Z UNDERCUT 2 FEET AND REPLACED WITH MATERIAL" (SOILS WITH CBR OF 8 OR GREATER, AND AS CLASSIFIED AS GM OR GC SOILS) - GEOTECHNICAL TESTING REQUIRED TO DETERMINE SOIL ACCEPTANCE. J 9. SUBGRADE MUST BE PLACED ON UNYIELDING MATERIAL - ADDITIONAL UNDERCUT MAY BE REQUIRED. 0 O O J_ 52' RIGHT-OF-WAY Q Co Z TIE TO EXIST. 3:1 = O PER MASTER LOT 28' B/C to B/C - (15% MAX. SLOPE UJ 0 RESIDENTIAL IN UTILITY 6 CONC. 6' CONC. EASEMENTS) GRADING PLAN �—SIDEWALK—��6' GREENSPACE—� —7' PARKING LANE 10' LANE 9' LANE —6' GREENSPACE SIDEWALK 4 Lu Z W � �� PROFILE GRADE (TYP.) 6„ 3 ACHM SURFACE COURSE 1.5' TYPE 'A' CURB & GUTTER* 1' TYP. UJ LV 0 Z Q J Q 296 MIN. %M N. Ci 2% MIN. 1 %TYP. 1% - 3% TYP. 2% MAX. V 3% MAX � -- �1 Ilk�_ F Z 1-1 I I-1 I I-1 � 11=I 11-1 I I-III-1 � UNDISTURBED ' =f I f�l f I�l 11=1 11=I 11=111=1I �1 f },mil I �1 11�111=r1 11-1 I l�1 l 1=111 J EARTH - H 4" COMPACTED — — MATERIAL — — — — —_— I —III—III III' MATERIAL BACKFILL Z W I— I � � � III -III I I I o� *WHERE 2' MOUNTABLE CURB (ST9) IS USED, B/C TO B/C W WIDTH SHALL REMAIN 28 FEET (I.E. PAVEMENT WIDTH ►_ q- W UNYIELDING 2' SELECT MATERIAL HILLSIDE 8" CLASS (HILLSIDE) BASE COURSE 7 AGGREGATE SHALL BE DECREASED BY 0.5' ON EACH OUTSIDE LANE TO ACCOUNT FOR THE ADDITIONAL CURB WIDTH). J MATERIAL AS REQUIRED BASED ON THE ADEQUACY OF THE IN -SITU SOILS o z 0 CN INTERNALCN LINK TYPICN RAVEN AL SECTION SEE BELOW. NELIAN LN., WILL USE A MODIFIED VERSION OF THIS TYPICAL SECTION RESIDENTIALIN RESIDENTIAL LINK — U) Z z >w 36'-0" — 0 w 0 co Q PRIVATELY OWNED & MAINTAINED STREET WITH PUBLIC ACCESS EASEMENT DEDICATED OVER 19'-0ff 4f-0ff 28f-0ff B/B 4f-0ff 19f-0ff Z DRIVEWAY STALL SIDEWALK SIDEWALK DRIVEWAY STALL []� W § § W`o W LiJ Z N Q Q u] _J f ff 1 —6 12 —6 12 —6 JZ 1'— 6 J =D CURB CURB W Z a 3" ACHM 3:1 MAX SLOPE 3:1 MAX SLOPE SURFACE COURSE 2.00% MAX SLOPE 2� MIN - 3� MAX CROSS SLOPE 2% MIN - 3% MAX CROSS SLOPE 2,00% MAX SLOPE /�Zx/ a / // //\\//\\/, J J \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ \//\//\//\//\//\//\//\//\//\//\//\//\//\//\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ LL W /\ �\ �\ �\ \` \` �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ //////// /// ///// //////// // // // // // // // / / / / / / / / / / / / / / / / / / / // // // // // // // // //\ ///// /// /// /// //\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//�/ \/\ �\ // // ///////// ///////////////// \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ /// /// /// /// /// /// /// /// /// /// /// /// // ~ I— W Z Q / / / / / / /\ , \/\ /�//��� /\/\/\/� / / / / / \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \\ \\ \\ \\ \\ \\ \\\\\\\\\\\\\\\\\ \�\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ } Y N /////.// \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\ \\\ /\/\/\ /\/\/ /\/\/<\� PROFILE DESIGN \/\\/\\/ /\\/\\/\\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\/\ Q U LL Q 0 TACK COAT GRADE AT CROWN 8" CLASS 7 AGGREGATE BASE 2' SELECT MATERIAL OR "HILLSIDE" 3'-0" 5" CLASS 7 AGGREGATE BASE AS DIRECTED BY ENGINEER BELOW CURB COMPACTED & UNYIELDING SUBGRADE MODIFIED RESIDENTIAL LINK TYPICAL STREET SECTION- N TS 300 N College Ave., Suite 317 Fayetteville, Arkansas 72701 Adk Grafton Tull ® architecture I engineering I surveying 479.636.4838 t CERTIFICATE OF AUTHORIZATION: " OF CRAFTON, TULL & r _ ASSOCIATES, INC. No. 109 v �O SA5 NEXT CHAPTER NEIGHBORHOOD AT UNDERWOOD PARK FAYETTEVILLE, AR Key Plan JU 0 No. Description Date This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crofton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. NS-RUCTION PROJECT NO:25301700 00 Q�L ISSUE DATE: 06/04/2025 �O� THIS % NCONTACT: C. THREET h DOCUMENT IS QC by: z° PRELIMINARY IN QC Date: NATURE AND IS NOT ° PRELIMINARY N A FINAL, SIGNED PLANS % AND SEALED 1, DOCUMENT .�° © 2025 Crofton, Tull & Associates, Inc. 400 Nolion'8LS\\ EXHIBIT C - TYPICAL SECTION Manning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 40 of 88 C� Crafton Tull �.ning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 41 of 88 ESTIMATED SQUARE FOOTAGE 15T FLR HTD- 452 SaFT 2ND FLR HTD- 410 SaFT TOTAL HTD- 562 SQFT GARAG E - 222 5Q FT PORCH - q5 SaFT FOOTPRINT - 784 SaFT TOTAL FRAMING - 1,2g1 SQFT Paqe 42 of 88 IF 21.4' 12 10� Header 21.4' ry co m 15.2' ):7 r rL Too of 5ubfloor - 2nd Floor 10.1' 0 iv Top of 5lab 0.0' -0.3' Paqe 43 of 88 Page 44 of 88 CONT. RIDGE VENT HI hest RId a H( hest Rid e 2T.4' 2T.4' :o - :o o \ 0 HI hest Rou h Ge(1(n 18.2' Highest Rough Ceiling 18.2' 12 r 4 VENTED SOFFIT 4. Top of 5ubfloor - 2nd Floor 10.1' T fl r- n Floor 10.1' v m m IV ry i\v To of 51ab - 0.0' T I Too of Care a 51ab -0.3' To of Garage Slab -0.3' 2T-2 5/8" RIGHT ELEV. LEFT ELEV. DRAWN BY: DRAWINGS PROVIDED FOR: PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE Andrew M. Woods Next Chapter Neighborhoods SCALE: DATE: awoods@mexte.hapterc.onstruc.tion.us DM Maple Layout 51DE ELEV. PCG 4 All DNE.T 2500 Trade Center Or, Evans, GA 30809 CHAPTER NEIGHBORHOODS EREPRODUOTION, UBENOR TRANSFER OF THIS DRAWINbIOR ANYTO EE--='-Plai��i)nINFORMATION OONTAINED HEREIN,TO OTHER5, EXOEPT AS SPE --ALLY AUTHORIZED IN '7068313984 www-nextchapterneighborhoods.comOONNEOTION WITH TNIS P--T ONLY, IS NOT PERMITTED WITHOUT WRITTEN PERMISSION BY NEXT 5 Paqe 45 of 88 32' Ln r im's Ln CV N C4 SIDING/SHEATHING 2x WOOD FRAMING MEMBER 2x TREATED MUDSILL SILL SEALER CAST -IN -PLACE ANCHOR BOLT CONCRETE SLAB VAPOR BARRIER MIN.6" — — — EXPOSURE (2)#5 REBAR CONTINUOUS FOOTER: 10" WIDE 20"DEEP NOTE: PROVIDE CONTROL JOINTS NOTE: DIMEN5ION5 ARE TO FRAME WALL NOTE: BOLTS TO BE NO FURTHER THAN 1 Y O.G. OR 12" AWAY FROM 51LL PLATE EN05 SHEAR WALL MINIMUM 16" '7ARA6E OPENING MUST ,,IEA5URE 9'-3" Paqe 46 of 88 Paqe 47 of 88 F -1 F 5 II II 12 GRADE BEAM I 5 II I II 1'-9,/4" m 112" GRADE BEAM 12" GRADE BEAM m V1 5 I I I I I I I I 12' 22' N m N O v 0 N GARAGE CURB MUST MEASURE 8'- SIDING/SHEATHING 2x WOOD FRAMING MEMBER 2x TREATED MUDSILL SILL SEALER CAST -IN -PLACE ANCHOR BOLT 5/8"X10'1 MIN.6" EXPOSURE ESTIMATED SQUARE FOOTAGE TOTAL HTD- 839 5QFT GARAGE - 241 5aFT PORCH - 46 5QFT FOOTPRINT - 1,172 5QFT TOTAL FRAMING- 1,172 5QFT —CONCRETE SLAB / / REINFORCING STEEL AS REQUIRED VAPOR BARRIER �( CH4 pr A — , PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE SCALE: DATE: AndrewDRAWNBY:M. Woods DRAWINGS PROVIDED FOR: Next Chapter Neighborhoods NEIGHBORHOODS awooda111T11 hapterooI-N-1-PIE—Nus TO NEXT 2500 Trade Center Dr, Evans, GA 30809 KG CHERRY 5LA WPLUMBING DPla PG Z CH-T- NIEIGHBORHOO�S REPROBUGTION, USEOR TRANSFER OP THIS CRAWING IOR ANrIN PORHATION CONTAIN- HERETO OTHERS, EXCE TIZZECPICALL+AUTHORIZEV IN 706-531-3984- i AAw.nextrhapterneighborhoods.com iiS�vAmis i n CONNECTION WITH THIS PROJECT 0-, IS NOT PERHITTEG WITHOUT WRITTEN PERMISSION Br NEM Au ust 25 2 5 Paqe 49 of 88 �( CHApr DRAWN BY, DRAWINGS PROVIDED FOR: ?@, F� PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE SCALE: DATE: Andrew M. Woods Next Chapter Neighborhoods NEIGHBORHOODS awoods@nextohapteroonstruction.us KG CHERRY 150 VIEWS p, THIS oNEXT 2500 Trade Center Dr, Evans, GA 30809 PG °1 CHAPTER NIEIGHDORHOODS EREPRODUOTION, USENORTRANSFEROF THIS DRAWINGIOR- NO SCA ;�%� i%Jr� INFORMATION CONTAIN ED HEREIN,TO OTHEIIS, EXOEPT AS SPEOIFIOALL+AUTHORIZER IN 706-831-3984 - www.nextchapterneighborhoods.com 8 II I.J "QI'TMilii?5 n LONNEOTION WITH THIS PROJECT ONLY, IS NOT PE RMITTEO WITHOUT WRITTEN PERMISSION Dv NEXT Au ust 25 Paqe 50 of 88 Dearborn FLOOR PLAN 15'4'— F - Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 51 of 88 DEARBORN FRONT ELEVATION ro I Highest Ri 19.2' Highest Rough Geil 9.1, c� Top of Stab To of tiara -J 3' Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paoe 52 of 88 DEARBORN RENDERING iinq Commission August 25, 2025 PARTN RSHIP) Page 53 of 88 Hamilton I St Floor Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Page 54 of 88 Hamilton 2nd Floor Commission dust 25, )025 PARTNERSHIP) Pape 55 of 88 PZD-2025-0003 (KTB LIMITED all 11 jenningS FLOOR PLAN (FIRST FLOOR) F'-3 ir2 Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Pape 58 of 88 JENNINGS FLOOR PLAN (SECOND FLOOR) Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 59 of 88 --------------------------- --------------------------- --------------------------- --------------------------- --------------------------- --------------------------- --------------------------- --------------------------- --------------------------- --------------------------- --------------------------- --------------------------- --------------------------- --------------------------- --------------------------- -------- ------------------ -------- ---------------- -------- --------------- ------- ---------------- -------------- ---- --------------- ---------------- ---------------- ------------- ------------ - ------------ ------------- ------------- ------------ -16 - - - - - - - - - - -- 7 6Li I PM, =I-jum SPENCER (FIRST FLOOR) W u 15'-1 1/16' PI_annidg Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Pape 62 of 88 SPENCER (SECOND FLOOR) Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Pape 63 of 88 --now mn ■v A 4 M �aa �m M, Warren FLOOR PLAN Manning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Pape 66 of 88 V-- 'N on H I I I I I I'll 1k 'Ih'. I�II�II�II�I I�II�II�II�I I�II�II�II�I WARREN RENDERING Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paoe 68 of 88 Crafton Tull ning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Pape 69 of 88 OPTION FOUR NON ILLUMINATED DOUBLE SIDED STRUCTURE SCALE 1/2°=1' painted/print aluminum panel DRAWINGS ARE FOR CONCEPTUAL PURPOSES ONLY. VICINITY AIMS TO REPLICATE DRAWINGS AS PRECISE AS POSSIBLE, HOWEVER, FINAL COLOR, TEXTURE, MATERIALS, FABRICATION/INSTALLATION METHODS MAY VARY FROM DRAWINGS AND IS TO BE EXPECTED. www.vicinitysignstudio.com CLIENT TO RUN ELECTRICAL CONDUIT TO MONUMENT SITE EXHIBIT C - EXAMPLE MONUMENT SIGN V• • FContact: DuPont Meadows Date: 0612312023 1 c I n i Fort Wayne IN Page: oft Designer: BJAK 20 Vicinity Sign Studio. All rights reserved and protected. SIGN STUDIO t be authorized for any reproduction of these drawings. ucture, Painted i routed details grain Meadows vertical supports GRADE Approval: APPROVED ❑ APPROVED AS NOTED NOT APPROVED - REVISE AS NOTED SIGNATURE DATE PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 70 of 88 PLANNING AREA II PLANI ING AREA 1 I PLANI ING AREA 2 I I CLA STORMWATER MANAGEMENT AREA N 8 J/ I 1-, r w r,.=� O D I 1 * � 1 ■� ��; 1'1 r :► myssw Q� J_Ina �i ■ ,Il /11?1■■II111� ■ n LI p � _ ■ � 11- I , � - ■ ♦ I 1■ I _ � � � � �' ■I ICI ■ O 11� �� _ m �1 f.l _o ■ � ��, �, � O O © �� ■ - I • � , � ■ ■ III I ■ ■ 11�V �© � I ■ �log ON P. 1�� Q ����'�i� ^O, �, 'Clr---CI■1111■ 1 �_ *� �r , , ��� �1]- ■�:I�r� , -•�..�3; � - - - :.------I�e_ ICI■ _�u� --- - - ,c��li; irrli �-3 ! �1 � ■ 1 � � ICI■ � ■« � _ __� .. , .,•,��• �� � �i/ wmn I�rlr'i'ii ■ * ---- � �r1r717■ - r yO MINI ■ ©I , . 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No. 109 z v 4O GRAPHIC SCALE IN FEET 1 !7 8 0' 0 8 0' NEXT CHAPTER NEIGHBORHOOD AT UNDERWOOD PARK FAYETTEVILLE, AR Key Plan Existing CPZD Zoning Existing RSF-1 Zoning Existing RSF-4 Zoning No. Description Date This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crofton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crofton, Tull & Associates, Inc. �5.� RUCT ION PROJECT NO:25301700 GO RFL ISSUE DATE: 06/04/2025 �O� THIS CONTACT: C. THREET DOCUMENT IS N QC by: z PRELIMINARY IN �, QC Date: NATURE AND IS NOT PRELIMINARY coA FINAL, SIGNED PLANS AND SEALED DOCUMENT -° © 2025 Crafton, Tull & Associates, Inc. ° NoIJ_on�ys� EXHIBIT C MASTERPLAN 2 0 F 2 rich ll 111 ly "U1111111twulI August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 71 of 88 CITY OF FAYETTEVILLE W11-1111W ARKANSAS PLANNING COMMISSION MEMO TO: Fayetteville Planning Commission FROM: Jessie Masters, Planning Director MEETING: August 25, 2025 Updated with results SUBJECT: PZD-2025-0003: Planned Zoning District (N. RAVEN LN/KTB LIMITED PARTNERSHIP, 285): Submitted by CRAFTON TULL for property located on N. RAVEN LN. The property is zoned CPZD, COMMERCIAL PLANNED ZONING DISTRICT, and RSF-4, RESIDENTIAL SINGLE-FAMILY, FOUR UNITS PER ACRE and contains approximately 49.2 acres. The request is to rezone the property to a PLANNED ZONING DISTRICT. RECOMMENDATION: Staff recommends forwarding PZD-2025-0003 to City Council with a recommendation of approval. RECOMMENDED MOTION: "l move to forward PZD-2025-0003 to City Council with a recommendation of approval." AUGUST 11, 2025 PC HEARING: At the previous Planning Commission meeting, the item was tabled so the applicant could provide proposed easement language to City staff in lieu of dedicating public right-of-way. Staff and the City Attorney's office have reviewed the document, and have identified concerns with the complexity of enforcement, ownership, maintenance, and typical standards in the long run, so are not supportive of the proposed instrument. BACKGROUND: The subject area is located in northwest Fayetteville, approximately mid -way between N. Salem and N. Deane Solomon Roads, and due north of the Crystal Springs, Phase IV subdivision. A portion of the property was rezoned to a Planned Zoning District in 2020 with the acquisition of land that was donated for Underwood Park. Residential Link connection of Fayetteville's Master Street Plan enters the property from the south before angling eastward for future connectivity with Deane Solomon. An associated master street plan modification is also being considered with this request. Surrounding land uses and zoning are depicted in Table 1. Table 1: Surrounding Land Use and Zoning Direction Land Use Zoning North Single -Family Residential; Undeveloped/Former Golf Course RSF-4, Residential Single -Family, Four Units per Acre; PZD, Planned Zoning District South Single -Family Residential RSF-4, Residential Single -Family, Four Units per Acre West Undeveloped RSF-1, Residential Single -Family, One Units per Acre East Undeveloped/Former Golf Course PZD, Planned Zoning District Proposal: The applicant requests to rezone the property to a Residential Planned Zoning District with two planning areas, as described below: Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 1 of 88 Planning Area #1 (Residential Single -Family) — 26.84 acres: This area will be developed with residential single-family homes at a maximum density of 5.61 units per acre. Planning Area #2 (Open Space and Amenities) — 22.36 acres: Development in this area appears to be limited to stormwater, greenspace, and open space. Public Comment: Staff has received one comment about impacts to traffic along Deane Solomon, but not necessarily in opposition to the overall request. Staff received another inquiry about the development with concerns about how the development may impact the woods to the north of the Crystal Springs subdivision. INFRASTRUCTURE: Streets: The PZD shows connecting North Carnelian Lane and North Raven Lane through the site with a private street. This connection is shown to be 28-foot-wide back -of - curb to back -of -curb with 6-foot greenspace and 6-foot concrete sidewalk, in accordance with the City's Residential Link Master Street Plan. Review of the proposed streets for conformance with the City's Minimum Street Standards will be performed with development entitlement. The applicant is proposing making all streets in the development private. Staff notes that private streets have historically been problematic in other parts of the city. There are many examples of private streets that are currently in poor shape due to lack of maintenance provided by an HOA or, even worse, in an area without any HOA. Salem Village and Stanwyk Drive are examples of these situations. This proposal is slightly different since they are not proposing to subdivide the property, however the applicant should be aware of the long-term cost to maintain this infrastructure. The Master Street Plan shows a planned Residential Link going through the proposed site. The applicant will need to amend the Master Street Plan to address this change. However, a proposed private street in the development follows the Master Street Plan intent very closely. Based on this, and the concern about private streets, Engineering Staff would recommend maintaining the Master Street Plan connection through the site as a public street. Water: There is an existing 8-inch water main running through the center of the property in north -south direction. In addition, there are two existing 8-inch water main connections on the south side of the subject property along North Carnelian Lane and North Raven Lane. The existing mains mentioned are available to service the development. The applicant is proposing an 8-inch water main to be extended through the site to provide domestic and fire service to the property. Further review and analysis will be done with an application for development. Sewer: There is an existing 10-inch sewer main that runs north -south along the west side of the proposed development. The applicant is proposing an 8-inch sewer main extension throughout the site to provide service to the proposed units. The applicant must engage RJN, the contract engineer for the City's sewer model, to determine the existing downstream capacity of the sewer system and any necessary improvements that would be required for a specific development. Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 2 of 88 Drainage: Development on this site must meet the four Minimum Standards of Fayetteville's Drainage Criteria Manual for water quality, channel protection, overbank flood protection, and extreme flood protection. Review for conformance with these standards will be done with a development application. Fire: Station 8, located at 2266 W Deane St., protects this site. The property is located approximately 1.3 miles from the fire station with an anticipated drive time of approximately 4.0 minutes using existing streets. The anticipated response time would be approximately 6.2 minutes. Fire Department response time is calculated based on the drive time plus 1 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 6 minutes for an engine and 8 minutes for a ladder truck. Fire apparatus access and fire protection water supplies will be reviewed for compliance with the Arkansas Fire Prevention Code at the time of development. The Fayetteville Fire Marshals office will require all infrastructure for fire access and hydrants prior to any building being occupied by tenants. Projects with 30 or more buildings on one plot of land will trigger a minimum of two access points meeting code requirements. Police: The Police Department did not comment on this request. Tree Preservation: The proposed RPZD, Residential Planned Zoning District and the current zoning district, RSF-4, Residential Single -Family, Four Units per Acre, require 25% 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 Residential Neighborhood Area. Residential Neighborhood Areas are primarily residential in nature and support a wide variety of housing types of appropriate scale and context. Residential Neighborhood encourages highly connected, compact blocks with gridded street patterns and reduced building setbacks. It also encourages traditional neighborhood development that incorporates low -intensity non-residential uses intended to serve the surrounding neighborhoods. This designation recognizes the existing conventional subdivision developments that may have large blocks with conventional setbacks and development patterns that respond to features of the natural environment. CITY PLAN 2040 INFILL MATRIX: City Plan 2040's Infill Matrix indicates a score range of 2-6 for this site with a weighted score of 6 at the highest level. Elements contributing to the highest score include the following: o Adequate Fire Response (Station #8, 2266 W. Deane Street) o Near Sewer Main (10-inch along west side of site) o Near Water Main (8-inch along west side of site o Near Public School (Holcomb Elementary) o Near City Park (Underwood Park) o Near Paved Trail (Clabber Creek Trail) 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. Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 3 of 88 Finding: Land Use Compatibility: Staff finds that the proposed PZD is compatible with surrounding land uses. The overall zoning density allowances are effectively a downzoning from what could be built there currently under the CPZD district that in certain portions allows up to 24 units per acre of multi -family residential. To the south of the development is an established residential single-family subdivision with public streets that this development proposes to tie in to. The development proposes a density, building type, and use that is compatible with the surrounding areas. The main concern that staff has with the proposal is the applicant's request to install private streets throughout the development. Staff finds that this request runs counter to city goal 3 which states a preference for connected development, and potentially poses maintenance and upkeep issues in the long-term. Staff recommends a condition that connectivity through public streets be maintained to the subdivision to the south, and that the main north/south street throughout the development remain public to connect to the northeast section of the site. Land Use Plan Analysis: Staff finds that the proposed PZD is aligned with several goals of City Plan 2040 since it would allow for appropriate infill development (Goal 1), and create opportunities for attainable housing (Goal 6) since the developer introduces a unique rental model for the City. The property has an infill score ranging between 2 to 6, which indicates that it is a suitable location for relatively low density development, which the applicant proposes. The developer's proposal to use only private streets does appear to run counter to City Goal 3, but if at least one main connection through the development can be dedicated as public street to avoid leapfrogging maintenance and public access, staff finds that the connectivity goal can be maintained. 2. A determination of whether the proposed zoning is justified and/or needed at the time the rezoning is proposed. Finding: While the proposed PZD aligns with several goals of City Plan 2040, its necessity is at the request of the developer. Without a unique zoning consideration, this development type would not be possible due to lot width and area requirements of the RSF-4 zoning district. Staff finds that the applicant's proposal is unique, and offers another opportunity for housing and is in line with the City's long-term land use plans for the area. 3. A determination as to whether the proposed zoning would create or appreciably increase traffic danger and congestion. Finding: The PZD has the potential to increase traffic, though staff finds that when the neighborhood develops, the surrounding infrastructure can likely support it. 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: The proposed PZD has the potential to alter the population density but is not likely to do so in a way that undesirably increases the load on public services. Fayetteville Public Schools did not comment on this request. Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 4 of 88 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 § 161.35. Planned Zoning Districts (PZD) (B) Purpose. The intent of the Planned Zoning District is to permit and encourage comprehensively planned zoning and developments whose purpose is redevelopment, economic development, cultural enrichment or to provide a single -purpose or mixed -use planned development and to permit the concurrent processing of zoning and development. The City Council may consider any of the following factors in review of a Planned Zoning District application. (1) Flexibility. Providing for flexibility in the distribution of land uses, in the density of development and in other matters typically regulated in zoning districts. (2) Compatibility. Providing for compatibility with the surrounding land uses. (3) Harmony. Providing for an orderly and creative arrangement of land uses that are harmonious and beneficial to the community. (4) Variety. Providing for a variety of housing types, employment opportunities or commercial or industrial services, or any combination thereof, to achieve variety and integration of economic and redevelopment opportunities. (5) No negative impact. Does not have a negative effect upon the future development of the area; (6) Coordination. Permit coordination and planning of the land surrounding the PZD and cooperation between the city and private developers in the urbanization of new lands and in the renewal of existing deteriorating areas. (7) Open space. Provision of more usable and suitably located open space, recreation areas and other common facilities that would not otherwise be required under conventional land development regulations. (8) Natural features. Maximum enhancement and minimal disruption of existing natural features and amenities. (9) Future Land Use Plan. Comprehensive and innovative planning and design of mixed use yet harmonious developments consistent with the guiding policies of the Future Land Use Plan. (10)Special Features. Better utilization of sites characterized by special features of geographic location, topography, size or shape. (11)Recognized zoning consideration. Whether any other recognized zoning consideration would be violated in this PZD. Findings: Staff finds that the proposed PZD meets several of the factors above, including flexibility by incorporating a new housing model, compatibility with the size and scale of the housing type and density being proposed, and harmony by preserving portions of the site as natural buffers. The proposal also sets aside more open space than would typically be required with a Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 5 of 88 traditional residential subdivision. While the developer intends to maintain and continue to hold the development in perpetuity, staff finds that providing one main public street through the development with public tie-ins to the subdivision to the south allows the City to maintain control of the public right-of-way and ensure consistent maintenance for the long-term future. RECOMMENDATION: Staff recommends approval of PZD-2025-0003. Should the Planning Commission choose to forward it to the City Council, staff recommends the following conditions: Conditions of Approval: 1. Proposed street tie-ins to the Crystal Springs subdivision, and one continuous connection to the development to the northeast must be dedicated as public right-of-way and built to City minimum street standards. Any variances to street classification will be evaluated with the large-scale development. 2. Parkland dedication must be reviewed by PRAB with the associated development; 3. Proposed fire apparatus access roads shall meet requirements as stated by all applicable fire codes. Planning Commission Action Meeting Date: August 11, 2025 Motion: Garlock Second: Werner Vote: 6-0-1 (Cabe recused) BUDGET/STAFF IMPACT: None Forwarded O Tabled O Denied with a recommendation of approval, with all conditions as recommended by staff. ATTACHMENTS: • Urban Forestry Memo • One Mile Map • Close Up Map • Current Land Use Map • Future Land Use Map • Applicant Request Letter • PZD Booklet • Public Comment • Public access easement document with mark-ups Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 6 of 88 CITY OF FAYETTEVILLE ARKANSAS Urban Forestry Memo TO: Planning Commission THRU: Jessie Masters, Planning Director FROM: Bethany Douglas, Urban Forester MEETING DATE: August 11, 2025 SUBJECT: PZD-2025-0003: NEXT CHAPTER: N. RAVEN LN - Submitted by CRAFTON TULL for property located on N. RAVEN LN. The property is zoned CPZD, COMMERCIAL PLANNED ZONING DISTRICT, and RSF-4, RESIDENTIAL SINGLE-FAMILY, FOUR UNITS PER ACRE and contains approximately 49.2 acres. The request is to rezone the property to a PLANNED ZONING DISTRICT. PP 285 RECOMMENDATION: Urban Forestry Staff recommends conditional approval of PZD-2025-0003. The PZD booklet states that Chapter 167 Tree Preservation and Protection and Chapter 177 Landscape Regulations requirements will be met. The required minimum existing tree canopy coverage is 25% for PZDs, and the applicant states that estimated canopy cover on -site is currently 10.4%. Existing trees within Planning Area 1 will be removed and mitigated, whereas tree preservation will be prioritized in Planning Area 2. The applicant notes that the owner has given permission for mitigation trees to be planted offsite on the adjacent properties to the north and east if necessary. The site abuts a dense grove of trees to the north on an adjacent CPZD property which the applicant intends to protect by providing a peripheral buffer in Planning Area 2. Additionally, the PZD booklet states that the riparian buffer in the northwest corner of the site will be preserved. Urban forestry staff recommends that a buffer be provided adjacent to the tree preservation easement on parcel 765-16658-032, in addition to the other protections stated. Mailing Address: 113 W. Mountain Street Planni ,#"ittletiille-ar.gov Fayetteville, AR 72701 August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 7 of 88 August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 8 of 88 PZD-2025-0003 Close Up View RSF-1 Unclassified Residential Link N. RAVEN LN IIy II II .000 ..0 00 .000 CPZD Subject Property RSF-4 Z Z Q J J W Z W J J AZURITE ST Q W v UOYOTF, W I J m Z Z LU J W -0—MCL-AREN D12�Q a NORTH 7 ■ Planned Residential Link Planning Area - - Fayetteville City Limits — — — Shared -Use Paved Trail - - - Trail (Proposed) Feet 0 135 270 540 810 1,080 1:4,400 August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Pace 9 of 88 PZD-2025-0003 N. RAVEN LN Current Land Use Undeveloped r ject Property ORTH IS J-1m I F: I Single -Family Residential 77 I ifi Unc ass ed FEMA Flood Hazard Data Residential Link too -Year Flooaplain Planned Residential Link Feet Floodway Trail (Proposed) Planning Area 0 112.5 225 450 675 900 Fayetteville City Limits 1:3,600 annina ommission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 10 of 88 PZD-2025-0003 Future Land Use Civic and Private Open Space N. RAVEN LN Subject Property Natural 7 ■ �r ■ IN lyeighborh Civic Institutional 1 ty ORTH C F /Adl 114,01 Regional Link City Neighborhood Neighborhood Link Civic Institutional Regional Link - High Activity Freeway/Expressway ` Civic and Private Open Space — Unclassified Industrial — Alley — Residential Link Feet Natural ■ PlannedResidential Link Non -Municipal Government Planning Area 0 305 610 1,220 1,830 2,440 Residential Neighborhood Fayetteville City Limits Rural Residential — — Trail (Proposed) 1 000 Design Overlay District Urban Center .`lrllllrin7 .n1171miggln n August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 11 of 88 C'v� Crafton Tull architecture I engineering I surveying June 4th, 2025 City of Fayetteville Attn: Planning Department 113 West Mountain St Fayetteville, AR 72701 Re: Next Chapter PZD City of Fayetteville Planning Staff, 300 North College, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontu I I.com The purpose of this correspondence is to describe the scope, nature and intent of the above referenced project. The scope of the proposed development will consist of two planning areas: single-family detached homes and open green space. The nature of the development consists of single-family units that will be leased to tenants, with Next Chapter Holdings, LLC, or a subsidiary of, being the sole property owner. The property will not be parceled off into smaller, separate individual lots. This development will exist on a single 49.2-acre parcel of land, and the PZD herein sets a density requirement of 6 units/acre. The intent is to have an affordable, walkable, vibrant, sustainable, and medium -density neighborhood with useable common open space and a diverse array of housing types. The open space includes stormwater management and shared amenities such as a dog park, playgrounds, community garden, business center, fitness center, pool, and pickleball courts. There are a variety of unit types, ranging from 1-bed with 1 story to 4-bed with 2 stories. It should be noted, however, that the majority of the proposed units will be either 1 or 2 bedrooms. Sincerely, <y� Trent Woessner, P.E. Civil Project Engineer Crafton Tull E@JlWing Commission qW August 25, 2025 (KTB LIMITED PARTNERSHIP) Paqe 12 of 88 July 23, 2025 NEXT CHAPTER PLANNED ZONING DISTRICT BOOKLET Submitted to: City of Fayetteville 125 W. Mountain St Fayetteville, AR 72701 ueveioper vursu ng PZD: Next Chapter Holdings, LLC 2500 Trade Center Dr Evans, GA 30809 Existing Owner of PIN 765-16658-050 UNDERWOOD, CRAIG & LAURA REVOCABLE TRUST Existing Owner of PIN 765-16658-022: KTB LIMITED PARTNERSHIP CT JOB NO. 25301700 Prepared by: `4') Crafton Tull 300 N College Ave, Suite 317 Fayetteville, AR 72701 1 479-455-2207 www.craftontull.com Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Pape 13 of 88 Table of Contents (Pdf Page #) CoverPage............................................................................................1 Tableof Contents......................................................................................2 A) Zoning Reversion..................................................................................3 B) Current Ownership................................................................................3 C) Project Summary...................................................................................3 D) General Project Concept........................................................................4 E) Proposed Planning Areas......................................................................7 F) Proposed Zoning Standards...................................................................7 G) Zoning Charts......................................................................................9 H) Analysis of Site Characteristics.............................................................12 1) Recreational Facilities............................................................................12 J) Reason for Rezone Request.................................................................12 K) Relation to Existing and Surrounding properties....................................13 L) Compliance with Fayetteville Comprehensive Land Use Plan....................13 M) Traffic Study.......................................................................................14 N) Impacts on City Services.....................................................................15 O) Conceptual Description of Development Standards.................................15 P) Proposals Intent/Purpose.....................................................................17 Q) Legal Descriptions..............................................................................17 Exhibit A — Cover Sheet/Survey Exhibit B — Zoning & Development Standards by Planning Area Exhibit C — Master Plan, Aerial Overall Site Plan, & Modified Typical Residential Link Section Exhibit D — Floor Plans, Elevation Views, & Isometric Views for all unit types Exhibit E — Example Monument Sign Prepared by: `�'� Grafton Tull 300 North College, Suite 317 1 Fayetteville, AR 72701 1 479-455-2207 1 www.craftontull.com Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Page 14 of 88 300 N College Ave, Suite 317 aw� Fayetteville, 201 Crafton Tull 479.455.55.2207 architecture I engineering I surveying craftontull.com A) Zoning Reversion: It should be noted that the existing 16.1-acre commercial Underwood PZD property & 33.1-acre RSF-4 property shall both revert to their existing zoning if no action takes place within 2 years of the date of approval of this PZD. B) Current Ownership: The 49.2-acre property consists of two parcels: the 33.1-acre parcel is owned by UNDERWOOD, CRAIG & LAURA REVOCABLE TRUST, and the 16.1-acre parcel is owned by KTB LIMITED PARTNERSHIP. The developer pursuing the PZD is Next Chapter Holdings, LLC. Next Chapter Holdings, LLC has entered into a Purchase Agreement on both parcels from the current ownership. All three parties are being represented by Crafton Tull & Associates. The site is located on Washington County Parcel Numbers 765-16658-050 and 765-16658-022. This location is south of Clabber Creek, west of N Deane Solomon Rd, and east of N Salem Rd. See vicinity map below for location: U N D E R WOO D P A R K C) Project Summary of Scope, Nature, & Intent: The scope of the proposed development will consist of two planning areas: single-family detached homes and open green space. The nature of the development consists of single-family units that will be leased to tenants, with Next Chapter Holdings, LLC, or a subsidiary of, being the sole property owner. The property will not be parceled off into smaller, separate individual lots. This development will exist on a single 49.2-acre parcel of land, and the PZD herein sets a density requirement of 6 units/acre. The intent is to have an affordable, walkable, vibrant, sustainable, and medium -density neighborhood with ning Commission August 25, 2025 D-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 15 of 88 C 300 N College Ave, Suite 317 � Fayetteville, 270 Crafton Tull 479.455.2207 ° architecture I engineering I surveying craftontull.com useable common open space and a diverse array of housing types. The open space includes stormwater management and shared amenities such as a dog park, playgrounds, community garden, business center, fitness center, pool, and pickleball courts. There are a variety of unit types, ranging from 1-bed with 1 story to 4-bed with 2 stories. It should be noted, however, that the majority of the proposed units will be either 1 or 2 bedrooms. D) General Project Concept: 1) Street & Lot Layout The site will contain a network of internal streets that will all be publicly accessible via established public access easements. The site will connect to two existing residential link streets (N Carnelian Ln & N Raven Ln) and one neighborhood link street (N Deane Solomon Rd). All internal streets will be privately owned & maintained roads with 36' public access easements established over them, providing access to vehicles and pedestrians. The internal network of streets will be private and will generally conform to page 142 of the 2040 MSP Typical Residential Link section. Please see Exhibit C for the proposed modified residential link typical section. If the internal network of streets were publicly dedicated residential links, then there would be a variety of challenges to accommodate Next Chapter's unique residential design product. The Next Chapter style, use, and model for distinct neighborhoods typically does not fit neatly into City of Fayetteville Unified Development Code or planning staff's traditional interpretation thereof. A Next Chapter Neighborhood was never intended to resemble or mimic a typical single-family, nor multi -family development. This is a new residential product type that has details and nuances that usually do not fit into one of these two traditional categories. One of the most critical design restrictions that would result from a publicly dedicated network of internal streets would be creation of internal right-of-way, or property lines. This would result in required front, side, and rear yard setbacks to be measured from the required dedicated right-of-way. The resulting spacing and design outcome would resemble a traditional for -sale single-family neighborhood. As previously stated, this design and layout does not fit the unique and relatively new residential product type model for a Next Chapter Neighborhood. Dedicating the required right-of-way for residential links would result in a variety of spacing and product challenges for a Next Chapter Neighborhood. The result of this would be a significant reduction in unit count, operational and ownership challenges, and a loss of intentional product aesthetic & design. These are the primary reasons why Next Chapter is proposing these privately owned & maintained roads with public access easements granted over them. Next Chapter Holdings, LLC, or a subsidiary of, will pay for the full cost and lifetime maintenance of the streets, while still keeping them accessible to public.. The primary benefit to the City of Fayetteville is that Next Chapter Holdings, LLC, will provide the intended connectivity for pedestrians and vehicles, and the City won't have to pay for any lifetime maintenance or initial construction costs. Fayetteville taxpayers do not pay for the construction or maintenance of the road, and yet they are still able to utilize and access the streets & sidewalks, free of charge. This is typically viewed as favorable by local jurisdictions as Next Chapter Holdings, LLC, is highly incentivized to ensure the roads are kept up to high standards. If a high -quality product is not provided by the developer, which includes the streets & means of access, then the developer's business will suffer. The technical design and physical construction of the streets will generally conform to the City Minimum Street Standards, 2020 edition. In addition to the connections at N Raven Ln & N Carnelian Ln, a third access point will be extended to the east through adjacent property with right-of-way dedication, eventually connecting to N Deane Solomon Rd. N Carnelian Ln & N Raven Ln will also continue through ning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 16 of 88 300 N College Ave, Suite 317 Crafton Tull Fayetteville, 270 479.455.2207 ° architecture I engineering I surveying craftontull.com the Next Chapter development site in the form of privately owned and maintained roads with public access easements granted over it them. No alleys are proposed. An amendment to the Master Street Plan will be submitted concurrently with this PZD because while the development is meeting the intent of the established Master Street Plan's inter -parcel connectivity requirements, the technical nature of the privately owned and maintained internal roads warrant a Master Street Plan Amendment to verify this. The intended connectivity discussed in the City Plan 2040 is provided on this site with vehicular and pedestrian access. Next Chapter proposes several pedestrian connections to the adjacent Underwood Park, which makes this development even more connected than typically found in other traditional single family or multi -family developments. Therefore, because we are meeting the connectivity goal of the City Plan 2040, we believe this amendment to the MSP is justified, and will not negatively impact the City but rather benefit the City with a privately funded street & sidewalk installation and life-long maintenance. Next Chapter is proposing to add a condition that any approval of the MSP amendment is conditional upon the specific project moving forward and/or the public access easements being dedicated. If these conditions are not met, then any approved MSP amendment will revert back to the originally adopted MSP. Each unit will be front -loaded, and all units will have their own garage. There are ample guest and overflow parking spaces provided evenly throughout the development. The table below shows the number of parking stalls broken down by unit type, row parking, and parking pods. Number of Units Number of Parking Stalls Units w/ 1-car Garage (each includes 1 garage and 1 driveway parking stall) (Cherry, Maple, Hamilton, Dearborn, Jennings) 204 408 Units w/ 2-car Garage (each includes 2 garage & 2 driveway stalls) (Warren, Spencer) 72 288 Row Parking along Street N/A 77 Parking Pods N/A 112 Total Parking Spaces 885 Total Unit Count 276 Average Parking Density per Unit (Spaces/Unit) 3.21 ning Commission I August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Page 17 of 88 C 300 N College Ave, Suite 317 � Fayetteville, 270 Crafton Tull 479.455.2207 ° architecture I engineering I surveying craftontull.com 2) Site Plan Showing Proposed Improvements A concept site plan is included in Exhibits B & C of this booklet. 3) Buffer Areas There is one streamside buffer area located in the northwest corner of the development, where the Clabber Creek floodplain crosses the corner of the property. 4) Tree Preservation Areas Tree preservation on site will be located along the existing utility easement that runs north/south across the property. Additionally, select trees can be preserved within each of the proposed stormwater management areas. Tree preservation requirements within the PZD will adhere to the 25% minimum canopy requirement as codified in the UDC Chapter 167. Tree preservation areas and the amount of canopy to be preserved will be noted on the development plans. Should the existing canopy on -site be less than this requirement, then this percentage will be either preserved or mitigated for, in accordance with UDC Chapter 167. Preliminary calculations show that 10.4% of the site has existing canopy. Existing Trees within Planning Area 1 will be removed and mitigated. Tree preservation will be a priority in Planning Area 2, with common spaces and drainage designed around preservation, pending any potential grading and earthwork constraints. Additionally, the existing Underwood ownership has given permission for mitigation trees to be planted offsite on their adjacent property to the north and east. This area has been dedicated as land for Underwood Park. The applicant will seek direction and approval from the City regarding the potential planting of any mitigation trees within this Underwood Park area. 5) Stormwater Detention Areas & Drainage Stormwater facilities will likely include multiple detention ponds to be provided within the development, located on the downhill side along the northern property line and located in the centralized open spaces. Also, there are three adjacent existing wet detention ponds. The Underwoods ownership has granted permission for the proposed development to utilize these adjacent ponds for detention storage volume. The drainage report provided with future LSD submittal will further detail the proposed system and how it will convey stormwater. The report will also include the water quality features such as but not limited to: pervious pavers, bioswales, bioretention forebays, infiltration trenches, hydrodynamic separators, etc. 6) Undisturbed Natural Areas The northwest corner of the site contains a riparian tree grove that will be preserved. Additionally, there is a dense tree grove in the center of the 16.1-acre commercial PZD property. Next Chapter Neighborhoods feels strongly that this grove should be preserved as much as possible, through open space in Planning Area 2. 7a) Existing & Proposed Utility Connections & Extensions (Sanitary Sewer) Next Chapter Holdings, LLC, or a subsidiary of, will pay for the full cost to install the proposed public sanitary sewer main. The sewer main and all sewer services will be built to meet the City's Water and Sewer Standard Specifications, 2022 edition, as well as the latest version of the sanitary sewer details at the time of LSD permitting. The development's sanitary sewer main will drain from the east to west connecting to the existing 10" PVC sewer main that flows north out of the site at the intersection of 54tn Street and Wedington. This existing main increases to 12" as it crosses Clabber Creek, then immediately ties into an existing 48" FRP sewer main. The City has indicated there is adequate capacity in the existing system, pending the submission of an on -site sewer capacity study. rning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 18 of 88 Crafton Tull ° architecture I engineering I surveying 300 N College Ave, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontull.com 7b) Existing & Proposed Utility Connections & Extensions (Water) Next Chapter Holdings, LLC, or a subsidiary of, will pay for the full cost to install the proposed public water main. The water main and all water services will be built to meet the City's Water and Sewer Standard Specifications, 2022 edition, as well as the latest version of the water details at the time of LSD permitting. The development's water main will be connected to the existing 8" main that runs north/south through the site and will also be connected to two existing fire hydrants. One of those hydrants is on the south side of the property at the N Raven Ln existing stub -out. The other hydrant is located on N Deane Solomon Rd, whose connection will require right-of-way dedication through adjacent properties. The City has indicated there is adequate pressure in the existing system, pending the submission of an on -site water distribution system study. 8) Development & Architectural Design Standards Base architectural design standards for the homes will be similar in nature and character to those unit types attached in Exhibit D. These unit types highlight potential options for a medium density configuration, while also conveying materials and prominent features of potential housing within any future development. The developer may build different house plans if they generally conform to the material and roof form of the included drawings. The developer may elect to vary house exterior color. The unit designs do generally conform to the architectural design standards from UDC 166.23(D) but will have some slight variations. That is why we have included the homes in Exhibit D, for clarity and ease of reference. E) Proposed Planning Areas: Proposed planning areas for this development will include: Planning Area 1 (Single Family Detached Homes) —This area will encompass any residential units, private streets, , parking pods, and uses where single family structures are proposed. This area will have a "build -to -zone", where the principal fagade of the residential units shall be within 10-25ft of the outside edge of sidewalk for the units that are fronting streets. Planning Area 2 (Non -Residential Uses) — This area will encompass all the detention, drainage features, natural green space areas, and the recreational & amenity features. The zoning district is designed to permit and encourage the minimum amount of development, protect natural features, and encompass all common and recreational areas for the development. Open space will be accessible for residents to use through a sidewalk network via the master street plan, such that residents can use common open space for outdoor and recreational uses. F) Proposed Zoning Standards: Planning Area 1 - Residential Zoning District: (a) Permitted Use Units: Unit 1: City-wide uses by right Unit 8: Single-family dwellings Unit 9: Two -Family Dwellings Unit 10: Three (3) and Four (4) family dwellings Unit 41: Accessory Dwelling Units Unit 44: Cluster Housing Development Unit 46: Short-term rentals (Type-1 Only) b) Conditional Use Units: Unit 2: City-wide uses by conditional use permit Unit 3: Public protection and utility facilities Unit 4: Cultural and recreational facilities ning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 19 of 88 Crafton Tull ° architecture I engineering I surveying Unit 26: Multi -family dwellings Unit 46: Short-term rentals (Type-2 Only) d) Residential Density and/or Nonresidential Intensity: 6 units/acre Maximum Bulk and area regulations: d) Lot width minimum: No Minimum e) Lot area minimum: No Minimum h) Height regulations: 2 stories 300 N College Ave, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontull.com i) Building area: less than 35% of total property area (total = 49.2-ac). Minimum buildable private street frontage: 33% of envelope width (for only those units fronting Private Streets). Site Planning: j) Landscaping: Landscaping shall generally conform to Chapter 177 of the Unified Development Code. k) Parking: Parking shall be associated with proposed use and will conform to Chapter 172 in the UDC. Guest and overflow parking spaces will be available throughout the development in parking pods and street -adjacent row parking, as shown in Exhibits B & C. It should be noted that on -street parallel parking will not be allowed. Parking pods of 5 spaces or greater will conform to UDC 177.04 Site Development and Parking Lot Landscape Standards. Resident parking spaces are provided for each unit in the form of garage and driveway spaces. 1) Architectural Design Standards: Base architectural design standards for homes are included in Exhibit D. Single-family homes shall be generally similar in nature and character to these plans and images as shown in Exhibit D. m) Signage: Non-commercial signage shall be allowed under Chapter 174 of the UDC. No internally illuminated signs are allowed. However, monument signs at each entrance to the development will conform to the majority of the requirements in UDC 174.10(B). Each sign will be maximum 45 ftz. Each sign will not be internally illuminated; however, external illumination with decorative or landscape lighting may be used. Planning Area 2 — Non-residential Zoning District: (a) Permitted Use Units: Unit 1: City-wide uses by right Unit 4: Cultural and recreational facilities b) Conditional Use Units: Unit 2: City-wide uses by conditional use permit Unit 3: Public protection and utility facilities c) Residential Density and/or Nonresidential Intensity: 0 units/acre Maximum Bulk and area regulations: d) Lot width minimum: None e) Lot area minimum: None h) Height regulations: 2 story maximum i) Building area: None Site Planning: j) Landscaping: Landscaping shall generally conform with UDC Chapter 177. rning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 20 of 88 300 N College Ave, Suite 317 a� Fayetteville, 270 Crafton Tull 479.455.2207 ° architecture I engineering I surveying craftontull.com k) Parking: No parking is proposed in Planning Area 2, because all site parking is already provided in Planning Area 1. 1) Architectural Design Standards: Architectural design standards shall mimic building and development requirements within UDC for the amenity buildings. m) Signage: Subdivision Entrance Signage is allowed within this Planning Area but shall be applied by separate permit. No other signs shall be allowed, except as approved by the Property Owner. *By right, common mailbox units shall be allowed within Planning Area 2. **Accessory uses shall mimic UDC 164.02, Accessory Structures and Uses. G) Zoning Charts: Planning Area 1 (Residential Zoning District): Below is a chart comparing Planning Area 1 (Residential Zoning District) within this PZD versus City of Fayetteville current RSF-4 & Underwood Commercial PZD of the property: Regulation EXISTING RSF-4 EXISTING Underwood Proposed PZD Planning Area 1 Commercial PZD Planning Area 1 Permitted Uses Units 1, 8, 41, 46 Units 1, 5, 8, 9, 12b, 13, 15, Units 1, 8, 9, 10, 41, 44, 46 (Type-1) 25, 40, 41, 42, 44, 45 Conditional Uses Units 2, 3, 4, 5, 9, 12a, 24, Units 2, 3, 4, 10, 11, 24, 26, Units 2, 3, 4, 26, 46 (Type-2) 36,44 36 Front Setback 15' 15' 30' Side Setback adjacent to 5' S' 30' Single & Two Family Side Setback Other Uses 5' S' 30' Rear Setback adjacent to 15' 15' 30' Single Family Rear Setback Other Uses 15' 15' 30' Density 4 units/acre 24 units/acre 6 units/acre Min. Lot Width 70' None N/A Min. Lot Area 8000 SF for Single-family 6000 SF for Single-family, N/A dwellings, and 12,000 SF 6500 SF for Two (2) Family, for Two (2) Family 8000 SF for Three (3) or dwellings more family Maximum Building Height 3 stories 5 stories 2 stories Building Area On any lot the area On any lot the area On the entire 49.2-acre subject occupied by all buildings occupied by all buildings property, the area occupied by all shall not exceed 40% of shall not exceed 60% of the buildings shall not exceed 35% of the total area of such lot. total area of such lot. the total 49.2-acre subject property Accessory ground Accessory ground mounted area. mounted solar energy solar energy systems shall systems shall not be not be considered buildings. considered buildings. Parking Provided (Spaces 2 UDC Ch. 172 Parking & 3.21 per dwelling unit) Loading Tree Preservation Min. 25% 20% 25% Canopy Preservation Irning Commission August 25, 2025 (KTB LIMITED PARTNERSHIP) Paqe 21 of 88 a 300 N College Ave, Suite 317 �� Fayetteville, 270 Crafton Tull 479.455.2207 architecture I engineering I surveying craftontull.com *All setbacks are from the perimeter property line of the entire 49.2-acre site. There are no internal property lines to measure unit setbacks from. A 30' building setback around the entire perimeter of the property is included. Because there are no internal property lines to measure internal setbacks from and to provide clarity in comparison of, please see the additional table below which compares the physical unit separations to the existing zoning's setbacks. Also, the proposed residential envelope's minimum width & area are compared to the existing zoning's minimum lot width & area. The applicant understands the nature of the internal design and layout of the development may be confusing — as there are no internal property lines to measure technical setbacks from — therefore the following additional table has been provided in hopes of clarifying the proposed internal building and unit spacing. These additional comparisons are intended to remove any doubt and show how the site's internal layout will be regulated through the proposed PZD. Existing Comparable Internal Setback, Lot Area, or Lot Width Internal Unit Spacing/Size Existing RSF-4 Existing Underwood Proposed PZD Regulation Commercial PZD Planning Planning Area 1 Area 1 Min. Front Separation 15' 15' 19' (to outside edge of sidewalk) Min. Side Separation 5' setback (10' 5' setback (10' between 5' setback (10' between buildings) between buildings) buildings) Min. Rear Separation 15' 15' 10, Min. Residential Envelope 70' None 30' (to allow for Width Hamilton & Jennings units) Min. Residential Envelope Area 8000 SF for Single- 6000 SF for Single-family, 1410 SF (to allow for family dwellings, 6500 SF for Two (2) most narrow envelope and 12,000 SF for Family, 8000 SF for Three width (Hamilton & Two (2) Family (3) or more family Jennings, 30') by dwellings shortest envelope depth, Maple (47') ning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Page 22 of 88 aw, 300 N College Ave, Suite 317 � Fayetteville, 270 Crafton Tull 479.455.2207 ° architecture I engineering I surveying craftontull.com Planning Area 2 (Non-residential Zoning District): Below is a chart comparing Planning Area 2 (Non-residential Zoning District) within this PZD versus City of Fayetteville RSF-4 & Underwood Commercial PZD of the property: Regulation RSF-4 Underwood Proposed PZD Commercial PZD Planning Area 2 Planning Area 1 Permitted Uses Units 1, 8, 41, 46 Units 1, 5, 8, 9, 12b, 13, Units 1, 4 15, 25, 40, 41, 42, 44, 45 Conditional Uses Units 2, 3, 4, 5, 9, 12a, Units 2, 3, 4, 10, 11, 24, Units 2, 3 24, 36, 44 26,36 Front Setback 15' 15' 30' Side Setback adjacent to 5' S' 30' Single & Two Family Side Setback Other Uses 5' S' 30' Rear Setback adjacent to 15' 15' 30' Single Family Rear Setback Other Uses 15' 15' 30' Density 4 units/acre 24 units/acre 0 units/acre Min. Lot Width 70' None None Min. Lot Area 8000 ft2 for Single- 6000 ft2 for Single- None family dwellings, and family, 6500 ft2 for Two 12,000 ft2 for Two (2) (2) Family, 8000 ft2 for Family dwellings Three (3) or more family Maximum Building Height 3 stories 5 stories 2 stories Building Area On any lot the area On any lot the area None occupied by all occupied by all buildings shall not buildings shall not exceed 40% of the total exceed 60% of the total area of such lot. area of such lot. Accessory ground Accessory ground mounted solar energy mounted solar energy systems shall not be systems shall not be considered buildings. considered buildings. **By right, common mailbox units shall be allowed within Planning Area 2. ***Accessory uses shall mimic UDC 164.02, Accessory Structures and Uses. 1Vning Commission I August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 23 of 88 Crafton Tull ° architecture I engineering I surveying 300 N College Ave, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontull.com H) Analysis of Site Characteristics: The 49.2-acre site is primarily grass with dense tree canopy in three areas: west side, south property line, and center/north area of the site. The eastern parcel of the site was previously apart of the old Razorback Golf Course. The western parcel of the site was previously used for hay harvesting. This site is generally sloped from south to north with —5 slope along the southern boundary and —1-2% slope in the center and north areas of the site as you approach Clabber Creek. There are three point discharge locations where offsite stormwater flows onto the site, and travels through the site in a channelized condition. Each of these locations will be captured and conveyed to the proposed detention areas. Additionally, the Underwoods ownership has granted permission for the proposed development to use the existing wet ponds, adjacent to the north and east, for detention volume, if needed. A flood study (No Adverse Impact Letter & Analysis) and wetland delineation study will provided upon first LSD submittal, as required by the City of Fayetteville engineering department. City GIS mapping shows most of the site contains hydric soils. The Master Plan in Exhibit C shows preservation of potential WOTUS wetland and channel areas, and the maximum disturbance to the WOTUS will be less than 0.5- acres to stay within USACE Nationwide Permitting requirements and therefore not trigger a USACE Individual Permit. The 100-yr floodplain crosses the northwest corner of the site. There are no known manmade hazards. 1) Recreational Facilities: The future development of this property will have open space pockets that are a central design feature. The open spaces will have pedestrian access from all directions with an inner sidewalk and/or soft surface trail. The recreational facilities within these open spaces includes the following but is not limited to: dog park, community garden, internet cafe, business center, fitness center, pool, and pickleball courts. A walking trail network throughout the internal greenspace will be provided, and the network will connect pedestrian access to the adjacent Underwood Park at multiple locations along the subject property boundary. See Overall Site Plan included in Exhibit C, which shows an aerial view of the site and the adjacent trail system for Underwood Park and Clabber Creek multi -use trail. J) Reason for Rezone Request: The portion of the subject property currently zoned RSF-4 allows for 1-4 single family dwellings with a density of up to 4 units per acre and minimum lot width of 70'. The portion of the subject property currently zoned Commercial PZD, per the Underwood Development PZD approved booklet, allows 24 units per acre, per Ordinance 6334. Due to the developer's desire to create a more compact, walkable, open -space driven design, the developer is requesting a PZD that allows for unique character of the proposed development. It should be noted that the density being requested of 6 units/acre over the entire property in question will result in the reduction of 223 total units across the existing two properties (see section K, below). The concept site plan, as shown in Exhibits B & C of this booklet, is based on 32' wide envelopes, but allows the developer to create bigger or smaller envelopes, depending on their preference at the time of development. However, the minimum spacing between single family structures shall always remain at 10' minimum. A Planned Zoning District (PZD) was the method chosen to do this for one reason. 1. Other base zoning classifications could've been requested, but due to the unique character & nature of the development, it would result in assortment of variances and deviations. This is why the developer has proposed a Planned Zoning District which allows for single family detached rental units with a zoning density of no more than 6 units per acre. Other zoning ning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Page 24 of 88 0 300 N College Ave, Suite 317 �� Fayetteville, 270 Crafton Tull 479.455.2207 architecture I engineering I surveying craftontull.com districts (Multi -Family, Community Services, Residential Intermediate -Urban, etc) could allow for a similar flexibility to what is being proposed here, but not without it seeming like the developer was building multi -family apartments or an overly dense development. This is not their desire nor how they wish for the public, Commission, or Council to see this request as. It is their intent to build smaller single family detached rental units with a zoning density of no more than 6 units per acre. K) Relation to Existing and Surrounding Properties: Crystal Springs subdivision to the south is zoned RSF-4, allowing 4 units/acre. The Underwood Commercial PZD to the east allows 24 units/acre. The undeveloped parcel to the west is zoned RSF-1, allowing 1 unit/acre. The subdivisions surrounding Holcomb Elementary to the north are a mix of RSF-4 and RSF-8, allowing at most 8 units/acre. This development, being medium density residential at 6 units/acre, will serve as a transitional use between surrounding neighborhoods while still conforming to the general residential uses within the area. The existing RS-4 zoning on the 33.1 acre parcel currently allows for 132 units to be developed. The existing PZD zoning on the 16.1 acre parcel currently allows for 386 units to be developed. The total number of units allowed by -right as an aggregate on both of the existing parcels is 518 units. The Next Chapter Development proposal would reduce the total allowed unit count to 295 units — or a reduction of 223 units. This development will have street connections to the south on N Carnelian Ln & N Raven Ln, which are existing stub outs for the Crystal Springs subdivision. This development will also connect to N Deane Solomon Rd to the east via right-of-way dedication through adjacent properties. Traffic within this development will have egress/ingress from N Carnelian Ln, N Raven Ln, & N Deane Solomon Rd. All signage shall mimic UDC Chapter 174. At least 2 monument signs will be constructed for the neighborhood entrances. Non-commercial signage shall be allowed under Chapter 174 of the UDC. No illuminated signs are allowed. The maximum surface area for each monument sign shall not exceed 45 square feet, see Exhibit E for an example monument sign of this display size. L) Compliance with Fayetteville's Comprehensive Land Use Plan. Fayetteville's Future Land Use Plan calls this area to be Residential Neighborhood, which offers a wide variety of housing types, with highly connected, compact blocks with gridded street patterns. This Planned Zoning District is in compliance with that, as it allows a wide variety of single-family housing units with no minimum lot width or size. Two to four family dwellings are also allowed with this Planned Zoning District. This development is connected to the existing subdivision to the south and to the future mixed -use development to the east for the Underwood Commercial PZD, as well as internally, with the open space being a central focal point. Below are the six 2040 City Plan goals and how this development aligns with them: Goal 1: We will make appropriate infill and revitalization our highest priority. This site is an infill project, between two existing residential developments. This project connects vehicles and pedestrians throughout this area in a logical and concise manner. Single-family residential use on this site compliments the context and character of the existing neighborhood to the south of the site, while obtaining the density needed to promote affordable housing in the region. Goal 2: We will discourage suburban sprawl. This development would not be considered suburban sprawl having high and medium density neighborhoods surrounding it. This development connects the two existing developments, extends ning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Page 25 of 88 a 300 N College Ave, Suite 317 �� Fayetteville, 270 Crafton Tull 479.455.2207 ° architecture I engineering I surveying craftontull.com vehicular and pedestrian access through this site and surrounding sites to local parks and amenities (i.e. Underwood Park, Gary Hampton Softball Complex, Wilson Springs Preserve, Holcomb Elementary). This Planned Zoning District has a density that is less than the future Commercial PZD 24 units/acre density, while also being a concise development which minimizes public street construction and centers on an internal open space for residents to enjoy. Goal 3: We will make traditional town form the standard. This development meets this goal by being a compact and dense subdivision thus being able to preserve open space and trees, having interconnected streets and sidewalks, and minimizing the unit's front fagade separation from the sidewalk, while still providing one parking stall in each driveway. This will keep the units close to the street to mimic traditional town form. Goal 4: We will grow a livable transportation network. This development will promote walkability and bicycling by having interconnected tree -lined streets, and sidewalks. Fayetteville's Clabber Creek trail is adjacent to this development, just north of Clabber Creek. The existing Underwood Park is directly adjacent to the northeast. Residents of this development will be able to access the Underwood Park trail system at multiple locations around the eastern, northern, and southern perimeters of the site. The students and faculty of Holcomb Elementary and any citizen who uses the Gary Hampton Softball complex for sports can use the Clabber Creek multi -use trail and/or public sidewalk network to access their home in this proposed development. If public transportation decides to extend west, this development will provide connection with surrounding neighborhoods thus making bus stops more accessible. The City Plan 2040 clearly states a plan to create compact, complete, and connected development. These privately owned & maintained streets with public access easements dedicated over them will meet that plan for the following reasons: 1. Streets will provide legally established public access through the site from southern adjacent parcel to eastern adjacent parcel. 2. Pedestrians will have multiple direct access points to the adjacent Underwood Park trail system. 3. Pedestrians have less than 0.20 miles access from site to the Clabber Creek multi -use paved trail to the north. Goal 5: We will assemble an enduring green network. This development will meet this goal by preserving trees and open space. Streamside protection measures will be along Clabber Creek at the northwestern corner of the property. Additionally, the proposed development will consist of tree -lined streets, interconnected sidewalks, and will connect to the Clabber Creek multi -use trail and Wilson Springs Preserve, which are both adjacent to the development. Goal 6: We will create opportunities for attainable housing: This goal will be met the developer providing a mixture of housing sizes and unit types. This mixture will allow some of the homes to be more affordable than the average single-family dwelling. Additionally, the homes will be rental units and therefore more financially attainable than the average single family private lot. M) Traffic Study A Traffic Impact Analysis study has been prepared for the site, dated June 2025. The study was prepared by Traffic Engineering Consultants, Inc., which concluded that "no traffic control or geometric roadway ning Commission W August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Page 26 of 88 300 N College Ave, Suite 317 Crafton Tull Fayetteville, 270 479.455.2207 ° architecture I engineering I surveying craftontull.com improvements are necessary as a result of the proposed site traffic to continue operating at acceptable levels -of -service both now and in the future". N) Impact of City Services An 8" proposed water main will be extended throughout the site to serve all residential units, and will connect to the existing 8" water main. An 8" gravity sanitary sewer main will be extended throughout the site to serve all residential units. The internal gravity main network will drain into the existing 10" PVC sewer main, which increases to 12" as it flows north and crosses Clabber Creek. Initial discussions with city staff stated sanitary sewer capacity, water pressures and flows should not be a concern, as long as on -site water pressure and sanitary sewer capacity studies are provided at the time of LSD submittal. Emergency services, police and fire, will be able to serve houses by the streets throughout the development. The proposed site's access separation distance, per 2021 Arkansas Fire Code, Appendix D, Section D104.3, is at least half the longest diagonal distance of the site. The longest diagonal distance, from NE corner to SW corner of the site, is approximately 2,500 feet (thus required minimum separation distance is 1,250 feet). The two proposed N. Raven Ln access points on site are separated by approximately 1,682 feet. At the time of LSD submittal, the site's phasing plan will make sure to include both N. Raven Lane access points within Phase 1, to ensure the minimum separation distance is met. Fire hydrants will be installed strategically throughout the development and the streets will have 26' width required for a fire truck, or a bump -out fire apparatus access pad at each hydrant location if the street is less than 26' wide from face of curb to face of curb. As drawn in Exhibit C, the width of the roads is 27' FC to FC and 28' BOC to BOC. The City's commercial trash & recycling truck program will pick up the waste weekly from each unit. O) Conceptual Description of Development Standards The proposed PZD will set forth development standards and conditions aimed at encouraging harmonious development, ensuring continuity in development, enhancing the appeal and practicality of the area as a residential space, overall, elevating the community. 1) Screening and Landscaping: Landscaping for this development will generally conform with UDC Chapter 177. Residential units shall have a consistent foundation and high -quality design at the front of the house and throughout the development. Native material and high -quality design are encouraged for new construction of homes. A basic landscape plan will be submitted with building elevations and floor plans. There will be no vegetative screening between the units; however, the entire perimeter of the site will have a landscaped screening buffer within the 30' building setback. 2) Traffic and Circulation: This development will provide connectivity for surrounding neighborhoods and create another route of egress/ingress thus alleviating traffic congestion within existing subdivisions. The internal streets will be privately owned & maintained with public access easements dedicated over them. The private streets require an amendment to the Master Street Plan, to be submitted concurrently with this PZD. However, right-of-way will be dedicated for the portion of N Raven Ln that crosses adjacent properties to the northeast, connecting to N Deane Solomon Rd. 3) Parking Standards: Parking standards will meet City of Fayetteville Minimum Street Standards where on -street parking and parking spaces are to be proposed. Parking will be available in garages and driveways at each residence ning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Page 27 of 88 a 300 N College Ave, Suite 317 �� Fayetteville, 270 Crafton Tull 479.455.2207 ° architecture I engineering I surveying craftontull.com as well as on -street and within parking pods, where allowed by this planned zoning district and the master street plan. See the parking count and breakdown by unit type, in Exhibits B & C. There are approximately 3.21 parking spaces per unit. 4) Perimeter Treatment: This development is compatible with adjacent developments and proposes to meet the future land use map. The perimeter treatment will be a 30' building setback. 5) Sidewalks: Sidewalks will be provided throughout the development and along Residential Link Private Streets. These will connect to the adjacent Underwood Park walking trails and the internal greenspace trails. 6) Streetlights: Streetlights shall be of a uniform type throughout the development. All streetlights shall be full cut-off fixtures and a lighting system shall appropriately light all public areas. All streetlights shall be per Ozark Electric cooperative and meet UDC code 166.04(B)(3)(g). 7 Water: Water mains and services shall be provided for each dwelling and residence. Water mains shall be per Fayetteville 2022 Water and Sewer Specifications, utilizing an 8" AWWA C900 PVC, DR14 material. Water services shall follow these same specifications for meters and service lines. 8 Sewer: Sewer services shall be provided for all dwellings and buildings. Sewer mains shall be per Fayetteville 2022 Water and Sewer Specifications, utilizing an 8" PVC SDR 26. Sewer services shall follow these same specifications for any meters and service lines. 9) Street and Drainage: The technical design and physical construction of the streets will generally conform to the City Minimum Street Standards, 2020 edition. The streets will be privately owned & maintained with public access easements dedicated over them. Please see Exhibit C for the proposed modified residential link typical section. Street design shall be reviewed by the Engineering department of the City of Fayetteville. Drainage and storm design will be provided with a drainage report at time of LSD submittal. This report will comply with all minimum standards 1-4 of the City's Drainage Criteria Manual. Detention volume will be located on -site, as well as within existing adjacent wet ponds. Water quality features such as bioretention cells, bioswales, and pervious pavers will filter and treat the stormwater before entering the detention system. Drainage and storm design will be reviewed by the Engineering Department of the City of Fayetteville. 10) Construction of Nonresidential Facilities: Non-residential facilities are not proposed within this development apart from the leasing office building and park bathroom located in the Planning Area 2 open space. 11) Tree Preservation: Tree preservation plans and landscape plans will be required and submitted once development begins on a Large Scale Development application and development plan is submitted. The intent is to preserve as many trees as possible in Planning Area 2. Planning Area 1 will have no preservation. Mitigation will be shown in Planning Area 2. Per UDC 167, the existing canopy percentage will be preserved as much as possible, and the remaining percentage will be mitigated for on and/or off -site. ruing Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Page 28 of 88 C'v� Crafton Tull architecture I engineering I surveying 300 N College Ave, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontu I I.com 12) Architectural design standards: Architectural design standards have been attached to this application as Exhibit D. Residential buildings must be consistent with the style and look of examples set in Exhibit D. Houses may be larger or smaller, but will have the same general look as attached in Exhibit D. The units are designed to meet the majority of the Architectural Design Standards from UDC 166.23 (D). 13) Lot Design Standards: For all units, the fagade facing the street has clearly defined front door and windows. For facades that front more than one street, only one fagade is required to have a front door and window. The garage opening widths are less than 50% of the principal facade length, unless the house has a second story with windows facing the street (i.e. Hamilton, Jennings unit types). 13) Propose signage: The developer intends to build one monument sign at each of the entrances to the neighborhood. This is allowable by right in Planning Area 2, as is the common mailbox unit. Each sign will be maximum 45 ft'. Each sign will not be internally illuminated; however, external illumination with decorative or landscape lighting may be used. Each monument sign will generally conform to UDC 174.10(B). 14) View Protection: View protection shall be considered if any proposed work is to occur outside the scope of the proposed PZD and its master plan. 15) Covenants, trust, and homeowner association: There will be no homeowner's or property owner's association with this development. The property will be owned, maintained, and managed by one entity, Next Chapter Holdings, LLC, or a subsidiary of. A full time maintenance & leasing staff will be present on the property. P) PZD Intent/Purpose The intent of this Proposed PZD is to create and expand the City Residential Neighborhood Area as outlined in the City of Fayetteville's 2040 Land Use Plan. The proposed PZD wishes to expand the existing infrastructure, while creating a livable, harmonious, and vibrant community compatible to surrounding uses. Q) Legal Description Planning Area 1 & 2: LOT 4, AS PER PLAT RECORD 024A-00000298 IN THE OFFICE OF THE CIRCUIT CLERK AND EX-OFFICIO RECORDER OF WASHINGTON COUNTY, ARKANSAS, BEING PART OF THE SE 1/4 OF THE NE 1/4 AND THE N 1/2 OF THE SE 1/4 OF SECTION 32, TOWNSHIP 17 NORTH, RANGE 30 WEST, WASHINGTON COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING ATTHE SOUTHEAST CORNER OF THE SE 1/4 OF THE SE 1/4 OF SAID SECTION 32; THENCE N87°16'59"W 782.21 FEET; THENCE NO2°38'01"E 1483.34 FEET TO THE POINT OF BEGINNING, SAID POINT BEING THE SOUTHWEST CORNER OF SAID LOT 4; THENCE ALONG THE WEST LINE THEREOF THE FOLLOWING FOUR COURSES: THENCE NO2°38'01"E 76.97 FEET; THENCE N12°18'05"W 449.85 FEET; THENCE N87°14'42"W 556.89 FEET; THENCE NO2°45'14"E 527.06 FEET TO THE NORTHWEST CORNER OF SAID LOT 4; Planning Commission August 25, 2025 D-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 29 of 88 C'w� Crafton Tull architecture I engineering I surveying 300 N College Ave, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontu I I.com THENCE ALONG THE NORTH LINE THEREOF N74°18'30"E 920.33 FEET TO THE NORTHEAST CORNER OF SAID LOT4; THENCE ALONG THE EAST LINE THEREOF THE FOLLOWING FIVE COURSES: THENCE S02°36'38"W 245.00 FEET; THENCE N87°23'22"W 25.00 FEET; THENCE S02°36'38"W 758.10 FEET; THENCE S42°23'22"E 35.36 FEET; THENCE S02°36'38"W 301.04 FEET TO THE SOUTHEAST CORNER OF SAID LOT 4; THENCE ALONG THE SOUTH LINE THEREOF N87°23'22"W 202.48 FEET TO THE POINT OF BEGINNING, CONTAINING 16.01 ACRES, MORE OR LESS AND SUBJECT TO ANY AND ALL EASEMENTS OF RECORD OR FACT. ALSO PART OF THE SE 1/4 OF SECTION 32, TOWNSHIP 17 NORTH, RANGE 30 WEST, WASHINGTON COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SW 1/4 OF THE SE 1/4 OF SAID SECTION 32; NO2°23'27"E 1381.39 FEET TO THE POINT OF BEGINNING; THENCE NO2°23'27"E 777.29 FEET; THENCE S87°48'23"E 576.12 FEET; THENCE S03°18'06"E 169.29 FEET; THENCE S87°14'42"E 1141.88 FEET; THENCE S12°18'05"E 449.85 FEET; THENCE S02°38'01"W 193.06 FEET; THENCE N87°32'17"W 437.69 FEET; THENCE S02°27'43"W 227.74 FEET; THENCE N87°32'06"W 967.49 FEET; THENCE NO2°27'54"E 250.00 FEET; THENCE N87°32'06"W 442.90 FEET TO THE POINT OF BEGINNING, CONTAINING 33.31 ACRES, MORE OR LESS AND SUBJECTTO ANY AND ALL EASEMENTS OF RECORD OR FACT. E@JlWing Commission qW August 25, 2025 (KTB LIMITED PARTNERSHIP) Page 30 of 88 Crafton Tull ning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Pape 31 of 88 T-16-N R-30-W DEED DESCRIPTION (DEED 2021-00013842): PART OF THE NW 1/2 OF THE SE 1/4 OF SECTION 32, ALL IN TOWNSHIP 17 NORTH, RANGE 30 WEST, WASHINGTON COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SECTION 32; THENCE NORTH 8716'59" WEST A DISTANCE OF 782.21 FEET TO THE EAST LINE OF CRYSTAL SPRINGS SUBDIVISION. THENCE ALONG SAID NORTH LINE NORTH 0238'01" EAST A DISTANCE OF 1,483.34 FEET TO THE POINT OF BEGINNING. THENCE ALONG THE WEST LINE THEREOF THE FOLLOWING FOUR COURSES: THENCE NORTH 2.38'01' EAST A DISTANCE OF 76.97 FEET; THENCE NORTH 12'18'05' WEST A DISTANCE OF 449.85 FEET, THENCE NORTH 8714'42' WEST A DISTANCE OF 556.89 FEET; THENCE NORTH 02°45'14" EAST A DISTANCE OF 527.06 FEET; THENCE NORTH 7418'30" EAST A DISTANCE OF 920.33 FEET; THENCE SOUTH 236'38"WEST A DISTANCE OF 245.00 FEET; THENCE NORTH 87'23'22"WEST A DISTANCE OF 25.00 FEET; THENCE SOUTH 2'36'38'WEST A DISTANCE OF 758.10 FEET; THENCE SOUTH 42°23'22'EAST A DISTANCE OF 35.36 FEET; THENCE SOUTH 2°36'38"WEST A DISTANCE OF 301.04 FEET TO THE SOUTHEAST CORNER OF SAID LOT 4; THENCE ALONG THE SOUTH LINE THEREOF NORTH 87°23'22" WEST A DISTANCE OF 202.48 FEET TO THE POINT OF BEGINNING, CONTAINING 16.01 ACRES, MORE OR LESS AND SUBJECT TO ANY EASEMENTS OF RECORD OR FACT. DEED DESCRIPTION (DEED 2020-00021939): PART OF THE SE 1/4 OF SECTION 32, TOWNSHIP 17 NORTH, RANGE 30 WEST, WASHINGTON COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 32; THENCE NO2°2327"E 1381.39 FEET TO THE POINT OF BEGINNING; THENCE NO2'2327"E A DISTANCE OF 777.29 FEET; THENCE S8748'23"E A DISTANCE OF 576.11 FEET; THENCE S03°18'06'E A DISTANCE OF 169.29 FEET; THENCE S87'14'42"E A DISTANCE OF 1141.88 FEET, THENCE S1218'05"E A DISTANCE OF 449.85 FEET; THENCE S02°38'01"W A DISTANCE OF 193.06 FEET; THENCE N87°32'17'W A DISTANCE OF 437.69 FEET; THENCE S02°2743"W 227.74 FEET; THENCE N87°32'06"W A DISTANCE OF 967.49 FEET; THENCE NO2.27'54"E A DISTANCE OF 250.00 FEET; THENCE N87.32'06"W A DISTANCE OF 442.90 FEET TO THE POINT OF BEGINNING, CONTAINING 33.31 ACRES, MORE OR LESS. SUBJECT TO ANY EASEMENTS OF RECORD OR FACT. SURVEY DESCRIPTION: LOT 4, AS PER PLAT RECORD 024A-00000298 IN THE OFFICE OF THE CIRCUIT CLERK AND EX-OFFICIO RECORDER OF WASHINGTON COUNTY, ARKANSAS, BEING PART OF THE SE 1/4 OF THE NE 1/4 AND THE N 1/2 OF THE SE 1/4 OF SEC11ON 32, TOWNSHIP 17 NORTH, RANGE 30 WEST, WASHINGTON COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SE 1/4 OF THE SE 1/4 OF SAID SECTION 32; THENCE N8716'59"W 782.21 FEET; THENCE N0238'01"E 1483.34 FEET TO THE POINT OF BEGINNING, SAID POINT BEING THE SOUTHWEST CORNER OF SAID LOT 4, THENCE ALONG THE WEST LINE THEREOF THE FOLLOWING FOUR COURSES: THENCE N0238'01"E 76.97 FEET; THENCE N12"18'05"W 449.85 FEET; THENCE N8714'42"W 556.89 FEET, THENCE NO2'45'14"E 527.06 FEET TO THE NORTHWEST CORNER OF SAID LOT 4; THENCE ALONG THE NORTH LINE THEREOF N7418'30"E 920.33 FEET TO THE NORTHEAST CORNER OF SAID LOT 4; THENCE ALONG THE EAST LINE THEREOF THE FOLLOWING FIVE COURSES: THENCE S02'36'38"W 245.00 FEET; THENCE N8723'22"W 25.00 FEET; THENCE S02°36'38"W 758.10 FEET; THENCE S42'2322"E 35.36 FEET; THENCE S02'36'38"W 301.04 FEET TO THE SOUTHEAST CORNER OF SAID LOT 4, THENCE ALONG THE SOUTH LINE THEREOF N87°23'22"W 202.48 FEET TO THE POINT OF BEGINNING, CONTAINING 16.01 ACRES, MORE OR LESS AND SUBJECT TO ANY AND ALL EASEMENTS OF RECORD OR FACT. ALSO PART OF THE SE 1/4 OF SECTION 32, TOWNSHIP 17 NORTH, RANGE 30 WEST, WASHINGTON COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SW 1/4 OF THE SE 1/4 OF SAID SECTION 32; NO2.23'27"E 1381.39 FEET TO THE POINT OF BEGINNING; THENCE NO2'23'27"E 777.29 FEET; THENCE S87.023"E 576.12 FEET; THENCE S03°18'06"E 169.29 FEET; THENCE S87°14'42'E 1141.88 FEET; THENCE S1218'05"E 449.85 FEET; THENCE S02°38'01'W 193.06 FEET; THENCE N8732'17'W 437.69 FEET; THENCE S02°2743"W 227.74 FEET; THENCE N8732'06"W 967.49 FEET; THENCE NO2'27'54"E 250.00 FEET; THENCE N8732'01l 442.90 FEET TO THE POINT OF BEGINNING, CONTAINING 33.31 ACRES, MORE OR LESS AND SUBJECT TO ANY AND ALL EASEMENTS OF RECORD OR FACT. NOTES: THE SURVEY SHOWN HEREON IS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE FACTS OF THIS SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED. THE PROPERTY SURVEYED IS WITHIN THE MUNICIPAL LIMITS OF FAYETTEVILLE, AR. THE PROPERTY SURVEYED IS ZONED CPZD AND RSF-4. THE ZONING CLASSIFICATIONS SHOWN ON THIS PLAT WERE OBTAINED FROM THE CITY OF FAYETTEVILLE CIS SITE, AND REPRESENT THE ZONING CLASSIFICA11ON AT THE TIME OF THIS SURVEY. THE BOUNDARY DETERMINATION SHOWN HEREON WAS BASED UPON THE FOLLOWING DOCUMENTS: DEED 2020-00021939, DEED 2021-00013842, PLAT 2016-00029554, PLAT 2019-00034850, PLAT 024A-00000298, PLAT 0024-00000426, PLAT 0024-00000510 AND PLAT 0024-00000517. NO ATTEMPT WAS MADE TO SHOW BUILDING SETBACK LINES GRAPHICALLY ON THE SURVEY. THE DESIGNATION OR ORIENTATION OF SETBACKS THAT AFFECT THE USE OF THIS PROPERTY ARE DETERMINED BY THE LOCAL GOVERNING JURISDICTION. SETBACK DIMENSIONS WILL BE BASED ON THE ORIENTATION OF THE BUILDINGS TO BE CONSTRUCTED. THERE MAY BE BUILDINGS AND OTHER IMPROVEMENTS ON THE PROPERTY THAT ARE NOT SHOWN ON THIS PLAT. UTILITIES WERE NOT CONSIDERED A PART OF THIS SURVEY. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT CONSIDERED A PART OF THIS SURVEY AND NO INVESTIGATION OF THESE CONDITIONS WAS MADE. THE SURVEYOR HAS NOT MADE A SEPARATE INVESTIGATION OR SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, OR RESTRICTIVE COVENANTS OR ANY OTHER FACTS WHICH MIGHT AFFECT THE PROPERTY. ANY EASEMENTS SHOWN HEREON CAME TO THE ATTENTION OF THE SURVEYOR FROM EXAMINATION OF WACO TITLE COMPANY EASEMENT SEARCH FILE NO. 2504136-10Z DATED APRIL 17, 2025. PAT OF THIS PROPERTY IS IN FLOOD ZONE "AE', AND IS INSIDE THE 100-YEAR FLOOD PLAIN AS SHOWN ON THE NATIONAL FLOOD INSURANCE PROGRAM'S FIRM PANEL NUMBER 05143CO205F, REVISED DATE JANUARY 25, 2024. THE ABOVE STATEMENT IS FOR INFORMATION ONLY AND THIS SURVEYOR ASSUMES NO LIABILITY FOR THE CORRECTNESS OF THE CITED MAP. IN ADDITION, NO INDEPENDENT STUDY OF THE LIKELIHOOD OF FLOODING OF THE SURVEYED PROPERTY HAS BEEN DONE BY THE SURVEYOR AND NO OPINION OF FLOOD HAZARDS IS INCLUDED IN THIS SURVEY. CERTIFICATE OF SURVEYING ACCURACY: I HEREBY DECLARE THAT ON THE 17TH DAY OF JUNE, 2025 THE HEREON PLATTED AND DESCRIBED SURVEY WAS COMPLETED UNDER MY SUPERVISION AND THE IRON PINS WERE FOUND OR SET, AS SHOWN, TO THE BEST OF MY KNOWLEDGE AND BELIEF. •STATE OF•° ARKANSAS NO. 1460 •.G SIGNATURE /'� • O LLATE,,..,'. CRAFTON, TULL, & ASSOCIATES, INC. BY KEVIINJ.J. MONTGOMERY (AGENT) KEVIN J. MONTGOMERY PS 1460 PROFESSIONAL LAND SURVEYOR ALL COPIES THAT DO NOT BEAR AN ORIGINAL SEAL AND SIGNATURE MAY HAVE BEEN ALTERED. THE ABOVE DECLARATION SHALL NOT APPLY TO ANY COPY THAT DOES NOT BEAR AN ORIGINAL SEAL AND SIGNATURE. RECORD INFORMATION STATE PLAT CODE: 500-17N-30W-0-32-102-72-1460 cn Q c� Z Q rY � U Q � � J Q w cri ry Z � > c�7 O 0 ZC? n0 cnZ01,,-, LLI= �<Uz w LLLJ Q L L] Z z ~ _ ZD U O rV m x Q LJI L1J r-) Z J J LL L LI Q I DATE: 06/ 17/2025 PROJECT NO: 25301700 CONTACT: K MONTGOMERY 901 N. 47th St., Suite 400 Rogers, Arkansas 72756 Crafton Tull 479.636.4838 t www.craftontull.corn CERTIFICATE OF AUTHORIZATION: "L CRAFT0" TOLL 8 ASSOCIATES, INC. D No.109 ',o��'�ANt AS ErG\N�E'6 © 2025 Crofton, Tull & Associates, Inc . DELTA DESCRIPTION DATE SHEET NO.: 1 OF 2 rianning commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 32 of 88 LEGEND O FOUND IRON PIN OR PIPE PROPERTY LINE / EASEMENT LINE GRAPHIC SCALE IN FEET 120' 0 120' BASIS OF BEARING: GRID NORTH, ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83 HORIZONTAL DATUM AND NGVD 29 VERTICAL / ` . DATUM DETERMINED BY GPS OBSERVA11ON ON THE CITY OF FAYETTEVILLE CONTROL MONUMENTS USING THEIR PUBLISHED VALUES. BEARING: GRID ' DISTANCE: GRID CONVERGENCE ANGLE:-01'16'43187 / COMBINED SCALE FACTOR: 0.99991525 << 5/8" IRON PIN VALUE CALCULATED AT THE FOLLOWING POINT: N 648801.721 E 663175.113 Z 1264.203 GP�gg/ 31 PARCEL 765-16658- 050 �I LOT 4 PR 024A-00000298 / wl DR 2021-00013842 r ±16.01 ACRES 7706'W 442 90' I I I I M LU n N N Z I I I I P.O.C. SW CORNER SE 1/4 SECTION 32 T-17-N R-3-W 5/8" IRON PIN N I I a I In N 1/2' IRON PIN I� 20' WATER & SEWER EASEMENT I' DOG 2022-00022348 I I I PARCEL 765-16658-050 DR 2020-00021939 ±33.31 ACRES N871 2"W 5 5/8' IRON PIN 0 PIN 0 0 u� N 3 a M CO r� 5/8' IRON PIN (0-4 5/8' IRON PIN 5/8' IRON PIN a s 5/8' IRON PIN N = 650186.41 E = 663270.67 PARCEL LINE TABLE LINE DIRECTION LENGTH L1 N2' 38' WE 116.09' L2 NT 38' 01'E 76.97' L3 N87' 23' 227W 25.00' L4 S42' 23' 227E 35.36' 00 0 N Z I P.O.C. SE CORNER SE 1 /4 SECTION 32 T-17-N R-3-W N87'16'59'W 782.21' RECORD INFORMATION STATE PLAT CODE: 500-17N-30W-0-32-102-72-1460 cn c� Z Q U Q � � J Q W ,�j V ry z 1 > r) c'i o o n-1 z n 0 t/� z O w = z w � U w Q L LI z ~ z _ � U O � fY cc X Q ILI L1J f2 z J J LU F— L LI I II — DATE: 06/ 17/2025 PROJECT NO: 25301700 CONTACT: K MONTGOMERY 901 N. 47th St., Suite 400 Rogers, Arkansas 12756 Crafton Tull 479.636.4838 t www.craftontull.corn CERTIFICATE OF AUTHORIZATION: "L CRAFTON, TULL 8 ASSOCIATES, INC. D No.109 ��'�ANtgS ErG\N�E'6 © 2025 Crofton, Tull & Associates, lnc. DELTA DESCRIPTION DATE SHEET NO.: 2 0 F 2 riaiululy U UIIIIIIIJJIVII August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 33 of 88 NEXT CHAPTER PZD FAYETTEVILLE., ARKANSAS W CRYSTAL DR W VANIKE DR z z IM m D z m r m 70 o o � \ 0 z SITE o I N CARNELIAN LN I N RAVEN LN W AZURITE ST toz z z CD a m z co IM r z z 7u r z INi zl PZD (# TO BE ASSIGNED) COVICINITY MAP (NTS) BASIS OF BEARING ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83 HORIZONTAL DATUM AND NGVD 29 VERTICAL DATUM DETERMINED BY GPS OBSERVATION ON THE CITY OF FAYETTEVILLE CONTROL MONUMENTS USING THEIR PUBLISHED VALUES. FREEWAY/EXPRESSWAY REGIONAL LINK —HIGH ACTIVITY REGIONAL LINK NEIGHBORHOOD LINK NEIGHBORHOOD LINK PLANNED RESIDENTIAL LINK PLANNED ce PROJECT INFORMATION APPLICANT: CRAFTON TULL CONNOR THREET P.E. 300 N. COLLEGE AVE., SUITE 317 FAYETTEVILLE, AR 72701 479-878-2467 OWNER PURSUING PZD: EXISTING OWNERSHIP: PLAT DOCUMENTS FOR EXISTING PARCELS: NEXT CHAPTER HOLDINGS, LLC 2500 TRADE CENTER DR EVANS, GA 30809 UNDERWOOD, CRAIG & LAURA REVOCABLE TRUST KTB LIMITED PARTNERSHIP PROPERTY LINE ADJUSTMENT PLAT 2019-00034850 PROPERTY LINE ADJUSTMENT PLAT 2016-00029554 TRACT SPLIT PLAT 024A-00000298 ACCESS, MAINTENANCE, & DETENTION PERMANENT EASEMENT PLAT DOC 2019-00038607 fr LO VGo 3 R )N87 Vw -- - �� 0 _ � LO ti W S87'48'2 _ 57612/' �w \ I �t v Lr, r (V\ I Q- 71 `2 S8714'42'f_ 1141.88' ( I 20' WATER & SEWER EASEMENT DOC 2022-00022348 r �_ 1} CD f 20 .48 w N873. 2'06"W 44290' 0 1� r� �4 X1 '� j� ,� -� —A �'� Sr ^ N87'32'17 oy° �- y�jj �t e.z f>✓ 'n" T �,/` �.,. � by n ,-� � ACCESS & MAINTENANCE EASEMENT & --/ \— ACCESS & MAINTENANCE EASEMENT & PERMANENT EASEMENT FOR DETENTION PERMANENT EASEMENT FOR DETENTION PONDS DOC 2019-00038607 PONDS DOC 2019-00038607 PROPERTY DESCRIPTION LOT 4, AS PER PLAT RECORD 024A-00000298 IN THE OFFICE OF THE CIRCUIT CLERK AND EX—OFFICIO RECORDER OF WASHINGTON COUNTY, ARKANSAS, BEING PART OF THE SE 1/4 OF THE NE 1/4 AND THE N 1/2 OF THE SE 1/4 OF SECTION 32, TOWNSHIP 17 NORTH, RANGE 30 WEST, WASHINGTON COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SE 1/4 OF THE SE 1/4 OF SAID SECTION 32; THENCE N8716'59"W 782.21 FEET; THENCE NO2°38'01"E 1483.34 FEET TO THE POINT OF BEGINNING, SAID POINT BEING THE SOUTHWEST CORNER OF SAID LOT 4; THENCE ALONG THE WEST LINE THEREOF THE FOLLOWING FOUR COURSES: THENCE NO2'38'01"E 76.97 FEET; THENCE N1218'05"W 449.85 FEET; THENCE N8714'42"W 556.89 FEET; THENCE NO2°45'14"E 527.06 FEET TO THE NORTHWEST CORNER OF SAID LOT 4; THENCE ALONG THE NORTH LINE THEREOF N7418'30"E 920.33 FEET TO THE NORTHEAST CORNER OF SAID LOT 4; THENCE ALONG THE EAST LINE THEREOF THE FOLLOWING FIVE COURSES: THENCE S02°36'38"W 245.00 FEET; THENCE N87°23'22"W 25.00 FEET, THENCE S02°36'38"W 758.10 FEET, THENCE S42°23'22"E 35.36 FEET; THENCE S02°36'38"W 301.04 FEET TO THE SOUTHEAST CORNER OF SAID LOT 4; THENCE ALONG THE SOUTH LINE THEREOF N87°23'22"W 202.48 FEET TO THE POINT OF BEGINNING, CONTAINING 16.01 ACRES, MORE OR LESS AND SUBJECT TO ANY AND ALL EASEMENTS OF RECORD OR FACT. ALSO PART OF THE SE 1/4 OF SECTION 32, TOWNSHIP 17 NORTH, RANGE 30 WEST, WASHINGTON COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SW 1/4 OF THE SE 1/4 OF SAID SECTION 32; NO2°23'27"E 1381.39 FEET TO THE POINT OF BEGINNING; THENCE NO2°23'27"E 777.29 FEET; THENCE S87°48'23"E 576.12 FEET; THENCE S0318'06"E 169.29 FEET; THENCE S8714'42"E 1141.88 FEET; THENCE S1218'05"E 449.85 FEET; THENCE S02°38'01"W 193.06 FEET; THENCE N87°32'17"W 437.69 FEET; THENCE S02°27'43"W 227.74 FEET; THENCE N87°32'06"W 967.49 FEET, THENCE NO2°27'54"E 250.00 FEET; THENCE N87°32'06"W 442.90 FEET TO THE POINT OF BEGINNING, CONTAINING 33.31 ACRES, MORE OR LESS AND SUBJECT TO ANY AND ALL EASEMENTS OF RECORD OR FACT. Arkansas One Call Know what's below. Cal I before you dig. FLOOD NOTE: A PORTION OF THE PROPERTY IS IN FLOOD ZONE "AE", AND IS INSIDE THE 100—YEAR FLOOD PLAIN AS SHOWN ON THE NATIONAL FLOOD INSURANCE PROGRAM'S FIRM PANEL NUMBER 05143CO205G, EFFECTIVE DATE JANUARY 24, 2024. THE ABOVE STATEMENT IS FOR INFORMATION ONLY AND THIS SURVEYOR ASSUMES NO LIABILITY FOR THE CORRECTNESS OF THE CITED MAP(S). IN ADDITION, NO INDEPENDENT STUDY OF THE LIKELIHOOD OF FLOODING OF THE SURVEYED PROPERTY HAS BEEN DONE BY THE SURVEYOR AND NO OPINION OF FLOOD HAZARDS IS INCLUDED IN THIS SURVEY. THE FLOOD HAZARD ZONE BOUNDARIES SHOWN HEREON WERE SCALED FROM THE MAPS CITED AND ARE NOT THE RESULT OF INDEPENDENT COMPUTATION OR ANALYSIS. 300 N College Ave., Suite 317 Fayetteville, Arkansas 72701 Adk Grafton Tull ® architecture I engineering I surveying 479.636.4838 t CERTIFICATE OF AUTHORIZATION: " . OF v 0 CRAFTON, TULL & r _ ASSOCIATES, INC. No. 109 gVSAS GRAPHIC SCALE IN FEET 200' 0 7,01 NEXT CHAPTER NEIGHBORHOOD AT UNDERWOOD PARK FAYETTEVILLE, AR Key Plan No. Description Date This document, and the ideas and designs incorporated g p herein, as an instrument of professional service, is the property of Crofton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. NS.� RUC T ION PROJECT NO:25301700 CIO QKL ISSUE DATE: 06/O4/2025 �O� THIS NCONTACT: C. THREET h DOCUMENT IS QC by: z° PRELIMINARY IN QC Date: NATURE AND IS NOT ' PRELIMINARY N A FINAL, SIGNED PLANS % AND SEALED DOCUMENT .�° © 2025 Crofton, Tull & Associates, Inc. NOIlO0�S� COVER SHEET/SURVEY 1 OF 1 t-ianning commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 34 of 88 Crafton Tull ning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Pape 35 of 88 LAND USE DESIGNATION TABLE PLANNING AREA 1 - RESIDENTIAL SINGLE FAMILY PLANNING AREA 2 - OPEN SPACE & AMENITIES LAND USE DESIGNATION DETACHED (A) PERMITTED USE UNITS 1, 8, 9, 10, 41, 44, 46 (TYPE-1) 1, 4 (B) CONDITIONAL USES 2, 3, 4, 26, 46 (TYPE-2) 2, 3 (C) RESIDENTIAL DENSITY ACREAGE 26.84 ACRES 22.36 ACRES RESIDENTIAL DENSITY 5.61 UNITS/ACRE 0 UNITS/ACRE NONRESIDENTIAL AREA 0 ACRES 22.36 ACRES BULK AND AREA REGULATIONS (D) ENVELOPE WIDTH MIN. 30' NONE (E) ENVELOPE AREA MIN. 1410 SF NONE (F) LAND AREA PER DWELLING MIN 1410 SF N/A (NO DWELLINGS IN P.A. 2) MAX 2460 SF (G) *SETBACK REQUIREMENTS FRONT = 30' 30' SIDE = 30' 30' REAR = 30' 30' (H) HEIGHT REGULATIONS MAX 2 STORIES 2 STORIES (AMENITY BUILDINGS) (I) **BUILDING AREA MAX 35% OF 49.2-AC PROPERTY NONE SITE PLANNING (J) LANDSCAPING SEE PZD BOOKLET SEE PZD BOOKLET (K) PARKING SEE PZD BOOKLET SEE PZD BOOK CLABBER CREEK � o to *00 E m SP;. '� l� >, N '23'2 "W 0 % 5.00 @)w. K w / oo 0 �r ® �'r!'f ti'Cii �'i: '•fit•. f yf (L u' 4"(' ® ®® I (L) ARCH. DESIGN STANDARDS SEE PZD BOOKLET & EXHIBIT D SEED OKLET NOTE: THE LAYOUT, PARKING, AND UNIT MIX SHOWN IS PRELIMINARY AND SUBJECT TO (M) SIGNAGE MAX 45 SF DISPLAY AREA MONUMENT SEE PZD BOOKLET / SIGN CHANGE IN LARGE SCALE DEVELOPMENT PLAN SUBMITTAL AND REVIEW. -. *NOTE: ALL SETBACKS ARE FROM THE PERIMETER PROPERTY LINE OF THE ENTIRE 49.2-ACRE.., \ SITE. THERE ARE NO INTERNAL PROPERTY LINES TO MEASURE UNIT SETBACKS FROM. A 30' I r. ® 1 "`' BUILDING SETBACK AROUND THE ENTIRE PERIMETER OF THE PROPERTY IS INCLUDED. 0 0 .... ... ...... ** NOTE: MAX BUILDING AREA IN PLANNING AREA 1 INCLUDES THE COMBINED ACREAGE OF ALL N UNITS' FLOOR PLAN SQUARE FOOTAGE PLUS THE AMENITY BUILDINGS' SQUARE FOOTAGE. W ' : , <; STORMWATER UNIT MAX BUILDING TYPE DESCRIPTION NIT COUNT BEDS % OF TOTAL UNITS COTTAGE - SINGLE STORY CY CHERRY 1 BR (1 CAR GARAGE, 1 CAR DRIVEWAY) 36 36 13% D DEARBORN 2 BR (1 CAR GARAGE, 1 CAR DRIVEWAY) 62 124 22% W WARREN 3 BR (2 CAR GARAGE, 2 CAR DRIVEWAY) 42 126 15% COTTAGE - TWO STORY M MAPLE 1 BR (1 CAR GARAGE, 1 CAR DRIVEWAY) 16 16 6% JG JENNINGS 2 BR (1 CAR GARAGE, 1 CAR DRIVEWAY) 50 100 18% HA HAMILTON 3 BR (1 CAR GARAGE, 1 CAR DRIVEWAY) 40 120 15% SP SPENCER 1 4 BR (2 CAR GARAGE, 2 CAR DRIVEWAY) 30 120 11% TOTAL 276 UNITS 642 BEDS 100% ON -STREET ROW PARKING = 77 SPACES PARKING PODS = 112 SPACES GARAGE & DRIVEWAY PARKING = 696 SPACES TOTAL PARKING = 885 SPACES PARKING DENSITY = 3.21 SPACES PER UNIT PROPERTY = 49.20 ACRES UNIT DENSITY = 5.61 UNITS/AC ' MANAGEMENT 4f4t O AREA Z � 28 • • • • S87'48'23"E 5 B 76.12' r'm, r ""` ® .'.'.'.'.'.'.'.'.'.'.'.'...... ;t•: " u I :.. /B ;h w Y6•l,.'. O ff I . • • • • •.•.•..•••••.•.•.•••••.•.•.•.•••.•.•.•••••••••••••••••••••........... ••• ••••••.•.'. •. •. •. •.•. •.•. •. •. •. •... •... •.• I 1 L I O O co ................. ................. I �' ® O A.E. 00 _ . ... ,. ph, 1 _ M to 0 G I �;�r •�+ �PJ I N r �,�:' ♦ ;-:s �,..,�' � ;w� try y.l:ls.. u:? : •. I r� .' k't V. I �, .max ►I - ��� 'a , S87'1 '42 " 4 c� 1 iy E 23' B/B - 022-0 8 o OO 1 ®•.•.•........................................ F Jp �i ® ® .' .............SW ................................... �� v,;, �i.: 23J .emu I •�E s: 1 .. STORMWATER 1.. 1 �t �•Yi^ MANAGEMENT t. •�. I B Imo`( v L ................................... AREA dSc3o 1................................. `.. .. . • I x't` �, I I • ..S,a`, 'tJy ® 1 • . .. . .. .. . .. .. .. . .. .. .. . .. .. . •. -•'i=• rn .,,u A.E. I I :w: R STORMWATER I .........................STORMWATE:..MANAGEMENT MANAGEMENT ........................ ..� u `® �Q 3CA I STORMWATER f f 1 MANAGEMENT AREA AREA © - 1 ® z �G ;F; 1 •' ......... ........................... .v ..•.• ......................... i AREA 1 ® 11 ................ .. ...... ............... D O .. ...... r ...............c OO ,1�." ,�♦ %# , / - yu'= oO ........... © ... ....... ` say µ: ..: ,,.. \ ® / ,�:::,.• a Q o0 s::.. ...... .. . .. ..................... .. .. ;=91 - .... • :'..,.. — ,x,w 6.3.E �.i>w ��� 1 ® ® D . E.. , e+S arzv GROUN I I 1 .. • / `�¢ , ... ............... C� a O au ........................ ............... .i<, .... .. ..... ..... .. ....... —. 63r • z _ a x�: m ............ ... 6 W Yr >: � AREA 44 2. 9 o' © _ O \ I ® ® 0 SITE AREA TOTAL: 49.20 ACRES IPLANNING AREA 1 TOTAL: 26.84 ACRES 55% PLANNING AREA 2 TOTAL 22.36 ACRES 45% c0 m _ _ _ — N8732'17"W 437.69' — _ N '� BUILDING MIN. SEPARATIONS: xw •�3 :r.� kt.:. I R ZONING: R-PZD \� ® © I FRONT = 19' TO OUTSIDE EDGE OF SIDEWALK Cq 04 ® © dS �r \ \ © O - 1 p' IN RSIDE EAR -BETWEEN BUILDINGS, OVERHANG TO OVERHANG to - ° \� ESS & MAINTENANCE EASEMENT & PERM4ENT N L E G E N D PLANNING AREA RESIDENTIAL DENSITY — ENT FOR DETENTION PONDS �— — — — — — — w ^ �ccEss & MAI EASEMENT FOR DETENTION POND I POTENTIAL WOTUS CHANNEL — — — — — PLANNING AREA 1 F UNITS: 276 ?'06"W 967.49' DOC 2019-000386 POTENTIAL WOTUS WETLAND PLANNING AREA 2 TOTAL LOTS: 1 LOT TOTAL I I I I I N CARNELIAN LN I III �I I N RAVEN LN - ul ► UNIT DENSITY: 5.61 UNITS/ACRE 300 N College Ave., Suite 317 Fayetteville, Arkansas 72701 Adk Grafton Tull ® architecture I engineering I surveying 479.636.4838 t CERTIFICATE OF AUTHORIZATION: CRAFTON, TULL & r _ ASSOCIATES, INC. (Y- No. 109 v �o q��'tNSAS EN6S���� GRAPHIC SCALE IN FEET 8 0' 0 8 0' NEXT CHAPTER NEIGHBORHOOD AT UNDERWOOD PARK FAYETTEVILLE, AR Key Plan JU No. Description Date This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crofton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. NS_�RUCTION PROJECT NO:25301700 CIO Q�L ISSUE DATE: 06/04/2025 �O� THIS % CONTACT: C. THREET h DOCUMENT IS N QC by: z° PRELIMINARY IN QC Date: NATURE AND IS NOT ° PRELIMINARY N A FINAL, SIGNED PLANS AND SEALED DOCUMENT .�° © 2025 Crofton, Tull & Associates, Inc. �4 u0 Nolion-8 s� EXHIBIT B ZONING & DEVELOPMENT STANDARDS BY PLANNING AREA MAP 1 OF 2 rianning commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 36 of 88 Crafton Tull ning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Pape 37 of 88 o� PLANNING AREA f J CLABBER CREEK � �J o-f ..:....-...-:.-.......:.....-:.- ............................... ....:....:.... � \ PLANNING AREA 1 PLANNING AREA 2 / I O l� c l O n-f 01 < 1 . x o `> 1 �z �.. Ss ^� Q W I I f .1 ( STORMWATER �I f "'r MANAGEMENT ® © I / � ,.,r .� ^ o /L t\ N y�•�/ ::°:�� © AREA S87'48'23"E 576.12' `��` U ............................. ... ........................ a� #: ✓ 1 �' _� �` f � -- _ t j �, :�•�,` I _ S8714'42"E 1 .88 zap 01 S ASE I Oo ' -�,.......................................... F Ixi2xf' O (•••••••••••••••••••••••••••••••••••••••••••••••• t K n� Inv I _ l ... (%� .kN gip" �j✓. ;qr �__� ..................... .. ..... ..... .. ..... ..... .. ... A_71I �— — ................... .. ..... ..... .. ..... ..... .. ( I I 1 r.$ r .. -.�•:. `vI STORMWA MANAGEMENT O I J 1 �I n r. r , = > AREA .......... �e t................................... J-s;Y. ®� v Flu a Z OJf _...............................;:. .............. • ............... 5 f. N;•« X? rr� �� — .......................... x ¢,� _ :• F ® STORMWATER STORMWATER i;=q F'::.......................... ® �Q .�� G m .......................... :::: MANAGEMENT MANAGEMENT ; �. ;,: ........................... r' STORMWATER� © I .......... .........: > AREA :c� 1' �-- :.,t MANAGEMENT Q \ f AREA i AREA ................. ........... �� :: • ........................ � �_. ram. 5 (N ................. } UP ............... ..... .... ... n5 .i;Ir ... ..... .. ..... ........... .. .. - y: 1 _ N ° .......... ..... r ... s a ... ........`. `. .............. �Y/ ..... .......... Q l - Nw, 4' I a• Sx ♦ J s. ;..1 4: n, ..:. t `j ............. l .. xc �L L/J I L t� : � 1 ..... ........ L ds O z`r:s.h a ® �,. / - .. O �s __ I -� - s :.':' N872-X2rW 02.48' C , 1 '1 1 N87'32'06"W 442.90' f `S �' / \ f rT V y �/' L/ \/' in �.. \ (ni • �� ' f" ® •1�-, to ✓ _� i / \ i1% ✓fit. G ✓ •� r � �. I � � — J V7 _ _ I i s > I �• — — � G � — � — .� � � ,� cat —� — N87 •3217 W 437.69 r 3r1 I IL Gj l _ VJ S I® © � � �" � ✓� � � � � �- N� � .ice/ / / J `^/ � 5� /v.� �i .•�� '�'-�,_ J t: I.� v i l\ r� 0 ,w t. SS & MAINTENANCE EASEMENT & PERM4NENT �J —� ' O ENT FOR DETENTION PONDS J - ((- Jr- J- � - f 1 W.r� �/� ,i ACCESS & MAI f �_F _ _ �I f f EASEMENT FOR DETENTION POND I r " 2019-000386 , S r I N87.32 os �►r -9s7 ,,'- --- 300 N College Ave., Suite 317 Fayetteville, Arkansas 72701 Crafton Tull ® architecture I engineering I surveying 479.636.4838 t CERTIFICATE OF AUTHORIZATION: " 1 CRAFTON, TULL & r _ ASSOCIATES, INC. No. 109 = "SAS ENGS���� GRAPHIC SCALE IN FEET 1 !7 8 0' 0 8 0' NEXT CHAPTER NEIGHBORHOOD AT UNDERWOOD PARK FAYETTEVILLE, AR Key Plan Ju No. Description Date This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crofton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crofton, Tull & Associates, Inc. RUCTION PROJECT NO:25301700 GO RFL ISSUE DATE: 06/04/2025 �O� THIS CONTACT: C. THREET DOCUMENT IS N QC by: z PRELIMINARY IN �+ QC Date: NATURE AND IS NOT PRELIMINARY m A FINAL, SIGNED z PLANS 2, AND SEALED DOCUMENT -Q © 2025 Crofton, Tull & Associates, Inc. icy O0 N011on,8 EXHIBIT C MASTERPLAN 2 0 F 2 r-10111111 ly "U11111 IIOJIul1 August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paae 38 of 88 i ` ;'' h it } � �' * EL - r.,r-_. _.` .- - r I . rr� ,� ,► .. MOM • _ ...,� , . .._ .. � �._ -� � Ip•_ • �,: -., � .' '' a '.. -° t+'� . � \`- � \ �"•" � � .� ..fit tr.' �► / fLi l 7 r`_ 1 ; : - � rUNDERWOOD . ,- _ PARK `f` ,..� �► • + �, ,- ( � _ _ ,. ..,. ���E WILSON SPRINGS NATURE PRESERVE - . •y>+ + '. / _ S tµ - GARY HAMPTON ,� o O _ 7 � EEC �• ��. �, z:� - _ SOFTBALL COMPLEX QaC� £:r- '' ..• _ v .�At r C ������ xf. /� � A O , f At ; v� ' A J. lit IT f '` �' * / ,5,1;'�. r a�:' Tr' ••,' jai . ,Y J. :tiR7dR'93"r r-7c 4n• 00 n 3 to M f �y t - 1 i C I I ,� Ld I N 4 ! � 4 n- t I �r r � S t... r` i N K co ri fr r F` Jr R 1f '•l,. S ,•t . ''-!r \.. 1. ..f �' " }•• f r • 3 r y[ y 1 r +`� •. `�,, v '• , , Yam.. i . s yy N .; �; ; ® I � 3 87 23'22 �V 202.48' K ; '` :� e:' i' N87'32�06"iN 442 90'— _ � r O / C, - ,� 'w•�+» � ...: i r, ,• -.: ;: I � ----�_ —'i `"---pf87°32cN"W-43�fi9= �� ���` 4 O ® g N I z ACCESS & MAINTENANCE EASEMENT &.,, PERMANENT EASEMENT FOR DETENTION PONDS DOC 2019-00038607 - - '067W- 96-T— �. �� — ❑ CN CARNELIAN LN— _ _-- — �] L — — _ _ _ N RAVEN LN ' �r- F, I --I II I III- ACC �I TENANCE EASEMENT & PER SMENT-- II I OR —BET NT0 III I PONDS DOC 2019-00038607 4� ' r . I — — L ✓ ,. _ rli,, �. • II : 17 AN '14" r Ir - , I"S. L • 4VJ X 7, �•: Ilf yj o.., I 1� !./r,' '�;,y x, �'C�•M. . �^,iyq , ' �r L �" r °!✓ f. t' v7f'1' i, i .'fn`Jf4r#1 , er • p - ,• i5 J ��/ ".�y yva? r,: ,' 1 � -,.. .-•k •.. •+.- R_e� _ I + I /. •"'� 1r- T �. .{! ` WW Aft 4 t , t 1 • 1 N 1 .e . r _ , , , " Y ., • 14 /gyp � � �>. r, t ry i q I v, yid. 47 . .� .V. 40 J ` ni, +4 300 N College Ave., Suite 317 Fayetteville, Arkansas 72701 Crafton Tull ® architecture I engineering I surveying 479.636.4838 t CERTIFICATE OF AUTHORIZATION:011 " 1 CRAFTON, TULL & r _ ASSOCIATES, INC. No. 109 AS ENGS���� pool uOW0,0 GRAPHIC SCALE IN FEET 1 !7 200 0 200' NEXT CHAPTER NEIGHBORHOOD AT UNDERWOOD PARK FAYETTEVILLE, AR o Pedestrian Connection points at subject property line to adjacent Underwood Park's trail network. Site plan in future LSD submittal will show proposed soft or hard surface pedestrian access from the paved interior sidewalk to these access points. Key Plan J iu 1 No. Description Date This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crofton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crofton, Tull & Associates, Inc. �5-RUCTION PROJECT NO:25301700 G° RFL ISSUE DATE: 06/04/2025 �O� THIS CONTACT: C. THREET DOCUMENT IS N QC by: z PRELIMINARY IN �, QC Date: NATURE AND IS NOT PRELIMINARY N A FINAL, SIGNED PLANS _Z7 AND SEALED DOCUMENT © 2025 Crafton, Tull & Associates, Inc. �d °0 OVERALL SITE PLAN 1 OF 1 mw r-lal 11111 ly "UI 111111twuII August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 39 of 88 U U Q Sao w P � Ur Q O N P 03 0 N � N wN� mew oar Jw w�Q >z3 �O 0Uz Z w Z wQm Z�Q <aO- o�¢ NOTES: w 1. CONTACT THE ENGINEERING DIVISION (575-8206) TO REQUEST AN INSPECTION PRIOR TO POURING ANY SIDEWALK OR DRIVEWAY IN THE RIGHT-OF-WAY. _Cn 2. THE ENGINEER OF RECORD SHALL PERFORM "PART TIME" INSPECTION FOR THE DRAINAGE INSTALLATION AND STREET CONSTRUCTION. THE PUBLIC WORKS INSPECTOR C/) MUST BE PRESENT FOR TESTING. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING TESTING. 3. MINIMUM DENSITY FOR ASPHALT SHALL BE 92% OF THE MAXIMUM THEORETICAL DENSITY. THESE TYPICAL SECTIONS ARE BASED ON STANDARD -- N CV 4. SUBGRADE (HILLSIDE) SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR. PROCTOR CURVE DATA SHALL BE SUPPLIED TO THE CITY ON ALL MATERIAL BY THE RESIDENTIAL LINKS AND NEIGHBORHOOD LINKS O N o N N N N I I ENGINEER OF RECORD, WITHOUT THE COPY OF THE SITE SPECIFIC PROCTOR CURVE, MOISTURE CONTENT MUST BE WITHIN 3% OF OPTIMUM WHEN TESTED. ESTABLISHED IN THE MASTER STREET PLAN. WHERE N N 5. BASE COURSE (CLASS 7 AGGREGATE BASE) SHALL BE COMPACTED TO 98% OF MODIFIED PROCTOR ON RESIDENTIAL LINKS AND NEIGHBORHOOD LINKS. STREET AND/OR PAVEMENT SECTIONS DIFFER,IT IS 0:� Q 6. CURING COMPOUND IS REQUIRED FOR ALL CONCRETE IN RIGHT-OF-WAY OR EASEMENTS, ANY COLOR EXCEPT CLEAR. FOLLOW STANDARD ENGINEERING PRACTICE FOR PLACEMENT IN HOT, WINDY, AND COLD WEATHER. THE RESPONSIBILITY OF THE ENGINEER OF RECORD Q 7. CURB MUST BE CAULKED BEFORE BACKFILLED AND STREET PAVED. ACCEPTABLE SUPPLIERS ARE OMNI SEAL 50, PECORA 864 AND 865, DOW COMING 888, OR OTHER TO PROVIDE ALTERNATE TYPICAL SECTIONS. o PRE -APPROVED EQUAL, 8. ALL IN -SITU SOILS FOR SUBGRADE SHALL HAVE A LIQUID LIMIT LESS THAN 40, A PLASTICITY INDEX LESS THAN 15, AND A CBR GREATER THAN 8. INADEQUATE SOILS SHALL BE "HILLSIDE Y Z UNDERCUT 2 FEET AND REPLACED WITH MATERIAL" (SOILS WITH CBR OF 8 OR GREATER, AND AS CLASSIFIED AS GM OR GC SOILS) - GEOTECHNICAL TESTING REQUIRED TO DETERMINE SOIL ACCEPTANCE. J 9. SUBGRADE MUST BE PLACED ON UNYIELDING MATERIAL - ADDITIONAL UNDERCUT MAY BE REQUIRED. 0 O O J_ 52' RIGHT-OF-WAY Q Co Z TIE TO EXIST. 3:1 = O PER MASTER LOT 28' B/C to B/C - (15% MAX. SLOPE UJ 0 RESIDENTIAL IN UTILITY 6 CONC. 6' CONC. EASEMENTS) GRADING PLAN �—SIDEWALK—��6' GREENSPACE—� —7' PARKING LANE 10' LANE 9' LANE —6' GREENSPACE SIDEWALK 4 Lu Z W � �� PROFILE GRADE (TYP.) 6„ 3 ACHM SURFACE COURSE 1.5' TYPE 'A' CURB & GUTTER* 1' TYP. UJ LV 0 Z Q J Q 296 MIN. %M N. Ci 2% MIN. 1 %TYP. 1% - 3% TYP. 2% MAX. V 3% MAX � -- �1 Ilk�_ F Z 1-1 I I-1 I I-1 � 11=I 11-1 I I-III-1 � UNDISTURBED ' =f I f�l f I�l 11=1 11=I 11=111=1I �1 f },mil I �1 11�111=r1 11-1 I l�1 l 1=111 J EARTH - H 4" COMPACTED — — MATERIAL — — — — —_— I —III—III III' MATERIAL BACKFILL Z W I— I � � � III -III I I I o� *WHERE 2' MOUNTABLE CURB (ST9) IS USED, B/C TO B/C W WIDTH SHALL REMAIN 28 FEET (I.E. PAVEMENT WIDTH ►_ q- W UNYIELDING 2' SELECT MATERIAL HILLSIDE 8" CLASS (HILLSIDE) BASE COURSE 7 AGGREGATE SHALL BE DECREASED BY 0.5' ON EACH OUTSIDE LANE TO ACCOUNT FOR THE ADDITIONAL CURB WIDTH). J MATERIAL AS REQUIRED BASED ON THE ADEQUACY OF THE IN -SITU SOILS o z 0 CN INTERNALCN LINK TYPICN RAVEN AL SECTION SEE BELOW. NELIAN LN., WILL USE A MODIFIED VERSION OF THIS TYPICAL SECTION RESIDENTIALIN RESIDENTIAL LINK — U) Z z >w 36'-0" — 0 w 0 co Q PRIVATELY OWNED & MAINTAINED STREET WITH PUBLIC ACCESS EASEMENT DEDICATED OVER 19'-0ff 4f-0ff 28f-0ff B/B 4f-0ff 19f-0ff Z DRIVEWAY STALL SIDEWALK SIDEWALK DRIVEWAY STALL []� W § § W`o W LiJ Z N Q Q u] _J f ff 1 —6 12 —6 12 —6 JZ 1'— 6 J =D CURB CURB W Z a 3" ACHM 3:1 MAX SLOPE 3:1 MAX SLOPE SURFACE COURSE 2.00% MAX SLOPE 2� MIN - 3� MAX CROSS SLOPE 2% MIN - 3% MAX CROSS SLOPE 2,00% MAX SLOPE /�Zx/ a / // //\\//\\/, J J \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ \//\//\//\//\//\//\//\//\//\//\//\//\//\//\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ LL W /\ �\ �\ �\ \` \` �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ //////// /// ///// //////// // // // // // // // / / / / / / / / / / / / / / / / / / / // // // // // // // // //\ ///// /// /// /// //\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//�/ \/\ �\ // // ///////// ///////////////// \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ /// /// /// /// /// /// /// /// /// /// /// /// // ~ I— W Z Q / / / / / / /\ , \/\ /�//��� /\/\/\/� / / / / / \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \\ \\ \\ \\ \\ \\ \\\\\\\\\\\\\\\\\ \�\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ } Y N /////.// \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\ \\\ /\/\/\ /\/\/ /\/\/<\� PROFILE DESIGN \/\\/\\/ /\\/\\/\\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\/\ Q U LL Q 0 TACK COAT GRADE AT CROWN 8" CLASS 7 AGGREGATE BASE 2' SELECT MATERIAL OR "HILLSIDE" 3'-0" 5" CLASS 7 AGGREGATE BASE AS DIRECTED BY ENGINEER BELOW CURB COMPACTED & UNYIELDING SUBGRADE MODIFIED RESIDENTIAL LINK TYPICAL STREET SECTION- N TS 300 N College Ave., Suite 317 Fayetteville, Arkansas 72701 Adk Grafton Tull ® architecture I engineering I surveying 479.636.4838 t CERTIFICATE OF AUTHORIZATION: " OF CRAFTON, TULL & r _ ASSOCIATES, INC. No. 109 v �O SA5 NEXT CHAPTER NEIGHBORHOOD AT UNDERWOOD PARK FAYETTEVILLE, AR Key Plan JU 0 No. Description Date This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crofton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. NS-RUCTION PROJECT NO:25301700 00 Q�L ISSUE DATE: 06/04/2025 �O� THIS % NCONTACT: C. THREET h DOCUMENT IS QC by: z° PRELIMINARY IN QC Date: NATURE AND IS NOT ° PRELIMINARY N A FINAL, SIGNED PLANS % AND SEALED 1, DOCUMENT .�° © 2025 Crofton, Tull & Associates, Inc. 400 Nolion'8LS\\ EXHIBIT C - TYPICAL SECTION Manning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 40 of 88 C� Crafton Tull �.ning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 41 of 88 ESTIMATED SQUARE FOOTAGE 15T FLR HTD- 452 SaFT 2ND FLR HTD- 410 SaFT TOTAL HTD- 562 SQFT GARAG E - 222 5Q FT PORCH - q5 SaFT FOOTPRINT - 784 SaFT TOTAL FRAMING - 1,2g1 SQFT Paqe 42 of 88 IF 21.4' 12 10� Header 21.4' ry co m 15.2' ):7 r rL Too of 5ubfloor - 2nd Floor 10.1' 0 iv Top of 5lab 0.0' -0.3' Paqe 43 of 88 Page 44 of 88 CONT. RIDGE VENT HI hest RId a H( hest Rid e 2T.4' 2T.4' :o - :o o \ 0 HI hest Rou h Ge(1(n 18.2' Highest Rough Ceiling 18.2' 12 r 4 VENTED SOFFIT 4. Top of 5ubfloor - 2nd Floor 10.1' T fl r- n Floor 10.1' v m m IV ry i\v To of 51ab - 0.0' T I Too of Care a 51ab -0.3' To of Garage Slab -0.3' 2T-2 5/8" RIGHT ELEV. LEFT ELEV. DRAWN BY: DRAWINGS PROVIDED FOR: PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE Andrew M. Woods Next Chapter Neighborhoods SCALE: DATE: awoods@mexte.hapterc.onstruc.tion.us DM Maple Layout 51DE ELEV. PCG 4 All DNE.T 2500 Trade Center Or, Evans, GA 30809 CHAPTER NEIGHBORHOODS EREPRODUOTION, UBENOR TRANSFER OF THIS DRAWINbIOR ANYTO EE--='-Plai��i)nINFORMATION OONTAINED HEREIN,TO OTHER5, EXOEPT AS SPE --ALLY AUTHORIZED IN '7068313984 www-nextchapterneighborhoods.comOONNEOTION WITH TNIS P--T ONLY, IS NOT PERMITTED WITHOUT WRITTEN PERMISSION BY NEXT 5 Paqe 45 of 88 32' Ln r im's Ln CV N C4 SIDING/SHEATHING 2x WOOD FRAMING MEMBER 2x TREATED MUDSILL SILL SEALER CAST -IN -PLACE ANCHOR BOLT CONCRETE SLAB VAPOR BARRIER MIN.6" — — — EXPOSURE (2)#5 REBAR CONTINUOUS FOOTER: 10" WIDE 20"DEEP NOTE: PROVIDE CONTROL JOINTS NOTE: DIMEN5ION5 ARE TO FRAME WALL NOTE: BOLTS TO BE NO FURTHER THAN 1 Y O.G. OR 12" AWAY FROM 51LL PLATE EN05 SHEAR WALL MINIMUM 16" '7ARA6E OPENING MUST ,,IEA5URE 9'-3" Paqe 46 of 88 Paqe 47 of 88 F -1 F 5 II II 12 GRADE BEAM I 5 II I II 1'-9,/4" m 112" GRADE BEAM 12" GRADE BEAM m V1 5 I I I I I I I I 12' 22' N m N O v 0 N GARAGE CURB MUST MEASURE 8'- SIDING/SHEATHING 2x WOOD FRAMING MEMBER 2x TREATED MUDSILL SILL SEALER CAST -IN -PLACE ANCHOR BOLT 5/8"X10'1 MIN.6" EXPOSURE ESTIMATED SQUARE FOOTAGE TOTAL HTD- 839 5QFT GARAGE - 241 5aFT PORCH - 46 5QFT FOOTPRINT - 1,172 5QFT TOTAL FRAMING- 1,172 5QFT —CONCRETE SLAB / / REINFORCING STEEL AS REQUIRED VAPOR BARRIER �( CH4 pr A — , PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE SCALE: DATE: AndrewDRAWNBY:M. Woods DRAWINGS PROVIDED FOR: Next Chapter Neighborhoods NEIGHBORHOODS awooda111T11 hapterooI-N-1-PIE—Nus TO NEXT 2500 Trade Center Dr, Evans, GA 30809 KG CHERRY 5LA WPLUMBING DPla PG Z CH-T- NIEIGHBORHOO�S REPROBUGTION, USEOR TRANSFER OP THIS CRAWING IOR ANrIN PORHATION CONTAIN- HERETO OTHERS, EXCE TIZZECPICALL+AUTHORIZEV IN 706-531-3984- i AAw.nextrhapterneighborhoods.com iiS�vAmis i n CONNECTION WITH THIS PROJECT 0-, IS NOT PERHITTEG WITHOUT WRITTEN PERMISSION Br NEM Au ust 25 2 5 Paqe 49 of 88 �( CHApr DRAWN BY, DRAWINGS PROVIDED FOR: ?@, F� PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE SCALE: DATE: Andrew M. Woods Next Chapter Neighborhoods NEIGHBORHOODS awoods@nextohapteroonstruction.us KG CHERRY 150 VIEWS p, THIS oNEXT 2500 Trade Center Dr, Evans, GA 30809 PG °1 CHAPTER NIEIGHDORHOODS EREPRODUOTION, USENORTRANSFEROF THIS DRAWINGIOR- NO SCA ;�%� i%Jr� INFORMATION CONTAIN ED HEREIN,TO OTHEIIS, EXOEPT AS SPEOIFIOALL+AUTHORIZER IN 706-831-3984 - www.nextchapterneighborhoods.com 8 II I.J "QI'TMilii?5 n LONNEOTION WITH THIS PROJECT ONLY, IS NOT PE RMITTEO WITHOUT WRITTEN PERMISSION Dv NEXT Au ust 25 Paqe 50 of 88 Dearborn FLOOR PLAN 15'4'— F - Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 51 of 88 DEARBORN FRONT ELEVATION ro I Highest Ri 19.2' Highest Rough Geil 9.1, c� Top of Stab To of tiara -J 3' Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paoe 52 of 88 DEARBORN RENDERING iinq Commission August 25, 2025 PARTN RSHIP) Page 53 of 88 Hamilton I St Floor Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Page 54 of 88 Hamilton 2nd Floor Commission dust 25, )025 PARTNERSHIP) Pape 55 of 88 PZD-2025-0003 (KTB LIMITED all 11 jenningS FLOOR PLAN (FIRST FLOOR) F'-3 ir2 Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Pape 58 of 88 JENNINGS FLOOR PLAN (SECOND FLOOR) Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 59 of 88 --------------------------- --------------------------- --------------------------- --------------------------- --------------------------- --------------------------- --------------------------- --------------------------- --------------------------- --------------------------- --------------------------- --------------------------- --------------------------- --------------------------- --------------------------- -------- ------------------ -------- ---------------- -------- --------------- ------- ---------------- -------------- ---- --------------- ---------------- ---------------- ------------- ------------ - ------------ ------------- ------------- ------------ -16 - - - - - - - - - - -- 7 6Li I PM, =I-jum SPENCER (FIRST FLOOR) W u 15'-1 1/16' PI_annidg Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Pape 62 of 88 SPENCER (SECOND FLOOR) Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Pape 63 of 88 --now mn ■v A 4 M �aa �m M, Warren FLOOR PLAN Manning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Pape 66 of 88 V-- 'N on H I I I I I I'll 1k 'Ih'. I�II�II�II�I I�II�II�II�I I�II�II�II�I WARREN RENDERING Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paoe 68 of 88 Crafton Tull ning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Pape 69 of 88 OPTION FOUR NON ILLUMINATED DOUBLE SIDED STRUCTURE SCALE 1/2°=1' painted/print aluminum panel DRAWINGS ARE FOR CONCEPTUAL PURPOSES ONLY. VICINITY AIMS TO REPLICATE DRAWINGS AS PRECISE AS POSSIBLE, HOWEVER, FINAL COLOR, TEXTURE, MATERIALS, FABRICATION/INSTALLATION METHODS MAY VARY FROM DRAWINGS AND IS TO BE EXPECTED. www.vicinitysignstudio.com CLIENT TO RUN ELECTRICAL CONDUIT TO MONUMENT SITE EXHIBIT C - EXAMPLE MONUMENT SIGN V• • FContact: DuPont Meadows Date: 0612312023 1 c I n i Fort Wayne IN Page: oft Designer: BJAK 20 Vicinity Sign Studio. All rights reserved and protected. SIGN STUDIO t be authorized for any reproduction of these drawings. ucture, Painted i routed details grain Meadows vertical supports GRADE Approval: APPROVED ❑ APPROVED AS NOTED NOT APPROVED - REVISE AS NOTED SIGNATURE DATE PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 70 of 88 PLANNING AREA II PLANI ING AREA 1 I PLANI ING AREA 2 I I CLA STORMWATER MANAGEMENT AREA N 8 J/ I 1-, r w r,.=� O D I 1 * � 1 ■� ��; 1'1 r :► myssw Q� J_Ina �i ■ ,Il /11?1■■II111� ■ n LI p � _ ■ � 11- I , � - ■ ♦ I 1■ I _ � � � � �' ■I ICI ■ O 11� �� _ m �1 f.l _o ■ � ��, �, � O O © �� ■ - I • � , � ■ ■ III I ■ ■ 11�V �© � I ■ �log ON P. 1�� Q ����'�i� ^O, �, 'Clr---CI■1111■ 1 �_ *� �r , , ��� �1]- ■�:I�r� , -•�..�3; � - - - :.------I�e_ ICI■ _�u� --- - - ,c��li; irrli �-3 ! �1 � ■ 1 � � ICI■ � ■« � _ __� .. , .,•,��• �� � �i/ wmn I�rlr'i'ii ■ * ---- � �r1r717■ - r yO MINI ■ ©I , . Q - I el �I O Mail ■°°' �� -- � —COI I�� +\ ,• � � � 0 ' %.� , ' `r' � � •+I � # � KK ■ � tom' - #. �J °�i��� ��� l ^'� � � - �t •• .. ��� 0 j -- _ ,., �� `� 0 �`� #- --- -�� �------ C'Ir■r�r'r'li' �d1._ �Cli .1111 �`>_.: �---I � � � � � 'i�i' � ��: •�� [� d ' � � ♦ (, � / •• -- ■Crlr��l,■ �A ■I1��11■Girlie' ' o I''� =', : � I� •IN �D�! le ■ o 1 17v ���� ■ - - f�l - - I -: I ■ ■ ■ i min � ,� ` O � 'I •, l' � ■ ■ � 1 CI..a■?■ ■ .7. •• _ �, -_-,�' p� � ■Clr GZ'I��C'li .rfEiirli■�C'l �� I C �1 1111ME - ■-i. �1 ■ Q 1Q '.� 'O ■I �t71 ■ � 1_I � � ■ ■ ■ I fIl[I _�01 C ■I i ■ I mom EASELDIT 1' DETBI• P0111► ; 1 1• 96DOC 2019-0003861 i 0 0 N 300 N College Ave., Suite 317 Fayetteville, Arkansas 72701 Crafton Tull ® architecture I engineering I surveying 479.636.4838 t CERTIFICATE OF AUTHORIZATION: " , CRAFTON, TULL & r _ ASSOCIATES, INC. No. 109 z v 4O GRAPHIC SCALE IN FEET 1 !7 8 0' 0 8 0' NEXT CHAPTER NEIGHBORHOOD AT UNDERWOOD PARK FAYETTEVILLE, AR Key Plan Existing CPZD Zoning Existing RSF-1 Zoning Existing RSF-4 Zoning No. Description Date This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crofton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crofton, Tull & Associates, Inc. �5.� RUCT ION PROJECT NO:25301700 GO RFL ISSUE DATE: 06/04/2025 �O� THIS CONTACT: C. THREET DOCUMENT IS N QC by: z PRELIMINARY IN �, QC Date: NATURE AND IS NOT PRELIMINARY coA FINAL, SIGNED PLANS AND SEALED DOCUMENT -° © 2025 Crafton, Tull & Associates, Inc. ° NoIJ_on�ys� EXHIBIT C MASTERPLAN 2 0 F 2 rich ll 111 ly "U1111111twulI August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 71 of 88 Public Comment PZD-2025-0003 From: Masters, Jessica Sent: Monday, August 11, 2025 4:15 PM To: Steve Forsgren <sforsgren@forsgreninc.com>; Planning Shared <planning@fayetteville- a r. gov> Cc: Bland, Justin <jbland@fayetteville-ar.gov> Subject: RE: Underwood/KTB Limited Partnership Good afternoon, Apologies for the delay in response. Thank you for submitting public comment regarding PZD-2025-0003. Staff has received your email, and it will be forwarded to the Planning Commission for their consideration. They will be reviewing this item at their hearing scheduled for 5:30 PM tonight, August 11. Members of the public are invited to attend either in -person in room 219 in City Hall, or virtually through zoom. Information about how to attend via zoom can be found at this link: https://www.fayetteville-ar.gov/3949/Zoom-Meeting-Instructions As far as your question, it is currently our understanding that the applicant is proposing for the connection to Deane Solomon to be done with the project. This will provide a second point of access for the project which should lessen the impact on Emil Drive. A more in depth review of traffic would be performed with the entitlement submittal. Thankyou, Jessie Jessie Masters, AICP Planning Director Development Services City of Fayetteville, Arkansas (479) 575-8239 www.fayettevi[Le-ar.gov Website I Facebook I Twitter I Instagram I YouTube CITY or FAYETTEVILLE ARKANS ARKANSAS Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Page 72 of 88 Public Comment PZD-2025-0003 From: Steve Forsgren <sforsgren@fors reninc.com> Sent: Monday, August 11, 2025 3:37 PM To: Planning Shared <planning@fayetteville-ar.gov> Cc: Masters, Jessica <imasters0bfayetteville-ar.gov> Subject: RE: Underwood/KTB Limited Partnership CAUTION: This email originated from outside of the City of Fayetteville. Do not click links or open attachments unless you recognize the sender and know the content is safe. I never received any response for this. Thanks, Steve Forsgren, P.E. Forsgren, Inc. - President/CEO FOI:SGRBH IHC. From: Steve Forsgren <sfors ren foss reninc.com> Sent: Friday, August 1, 2025 9:56 AM To: Planning Shared <planningCo)fayetteville-argov> Cc: Masters, Jessica <imasters@fayetteville-ar.gov> Subject: RE: Underwood/KTB Limited Partnership CAUTION: This email originated from outside of the City of Fayetteville. Do not click links or open attachments unless you recognize the sender and know the content is safe. My main concern would be the addition traffic being generated in an area that at peak times is already stressed along Deane Solomon Road, especially near W Emil & N Shiloh. I read that they are planning to dedicate ROW for a connection to Deane Solomon to the east. Will that connection be constructed as a part of the development or will that be done later? Thanks, Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Pape 73 of 88 Public Comment PZD-2025-0003 Steve Forsgren, P.E. Forsgren, Inc. - President/CEO r� FOR3GRfiN INC. From: Planning Shared <planning@fayetteville-ar.gov> Sent: Monday, July 28, 2025 3:33 PM To: Planning Shared <planning((3)fayetteville-ar.gov>; Steve Forsgren <sforsgren forsgreninc.com> Cc: Masters, Jessica <imasters@fayetteville-ar.gov> Subject: RE: Underwood/KTB Limited Partnership Please see their attached submittal document. https://www.dropbox.com/scl/fo/idxfxcei3fu2e64ihigih/ABUgk7A0- 07LhnyWPSc11 k?rlkey=wgOcgnme1 w8565fcx3fo6pmxv&st=859cvss4&d1=0 Feel free to contact me if you need anything else. Thankyou Mirinda Hopkins Development Coordinator Planning Division City of Fayetteville 479-575-8267 CITY OF I.PiROW FAYETTEVILLE ARKANSAS From: Steve Forsgren <sforsgren@forsgreninc.com> Sent: Monday, July 28, 2025 3:14 PM To: Planning Shared <planningC@fayetteville-ar.gov> Subject: Underwood/KTB Limited Partnership Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 74 of 88 Public Comment PZD-2025-0003 CAUTION: This email originated from outside of the City of Fayetteville. Do not click links or open attachments unless you recognize the sender and know the content is safe. I received a notice in the mail regarding an item on the 8/11/25 planning commission meeting regarding a residential PZD applied for by Trent Woessner with Crafton-Tull. We own a house in the area and would like to review any information on the proposed PZD/development that you can provide. Thanks, Steve Forsgren, P.E. Forsgren, Inc. — President/CEO i 3000 North 23rd Street Fort Smith, AR 72904 Office 479.782.1061 Cell 479.353.0504 sforsgren@forsgreninc.com www.forsgreninc.com -----Original Message ----- From: MARYE HUCKINS <mjh4ent(@aol.com> Sent: Monday, August 11, 2025 11:34 AM To: Planning Shared <plannin9Pfayetteville-ar.gov> Subject: Project Proposal: 2569-2551 N. Raven Lane Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 75 of 88 Public Comment PZD-2025-0003 CAUTION: This email originated from outside of the City of Fayetteville. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hello, This is regarding the Project Proposal of a PZD at 2569-2551 N. Raven Lane at Crystal Springs Village . My name is Marye Huckins (and James Huckins). We bought and live at 2994 W. Azurite St. which borders and faces the proposed development of the Craig and Laura Underwood Revocable Trust: KTB limited partnership. We were told when we bought our retirement home here that said property would not be developed as a housing development, but would stay a Green Space with walking trails. That is the reason we chose this beautiful peaceful spot to live. We believe that the development will not only bring down the value of our home and other homes in the neighborhood , but it will destroy the Habitat and Environment that is home to many species of birds, including Painted Buntings, Indigo Buntings, Gold Finches, Cardinals, Wrens, kildeer, Hummingbirds and many others. Geese, Ducks and Deer come to use the ponds that border it on the west end. A housing Development would destroy the beautiful trees , green space and their Environment and Habitat. PLEASE CONSIDER REZONING this as an EXTENSION of the old Razorback Golf Course City Park with walking trails. If not ALL, AT LEAST the west section of this property next to the ponds, to be used as a Green Space Habitat.. Thank you for your sincere consideration ! Sincerely, James and Marye Jones-Huckins 2994 W. Azurite St. Fayetteville, Ar. 72704 ( Crystal Springs Village. 479-530-3218. Sent from my iPhone Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Pape 76 of 88 PUBLIC ACCESS EASEMENT AGREEMENT THIS PUBLIC ACCESS EASEMENT AGREEMENT (this "Agreement") is made as of 2025, by and between , a ("Grantor") and the CITY OF FAYETTEVILLE, ARKANSAS, [a municipal corporation] ("r City'). WHEREAS, Grantor is the owner of certain property located in Washington County, Arkansas, Parcel ID Numbers 765-16658-050 and 765-16658-022, as more particularly described on EXHIBIT A attached hereto (the "Pro e "); and WHEREAS, Grantor intends to construct on the Properly a housing development consisting of detached units (the "Project"), which will include certain roadways and walkways across the Property that will provide vehicular and pedestrian ingress and egress between, through, across the property (the "Improvements"), as generally depicted on EXHIBIT B attached hereto and more particularly described on EXHIBIT C' attached hereto (the "Access Easement Areas"); and WHEREAS, Grantor desires to grant to City a nonexclusive easement for public access on, across and through the Access Easement Areas; NOW, THEREFORE, in consideration of the above recitals, the Grantor and City agree as follows: 1. Grant. Subject to the limitations set forth in Paragraph 4 and all terms of this Agreement, Grantor hereby grants to City a nonexclusive easement (the "Easement") upon and across the Access Easement Areas for public access for vehicular and pedestrian ingress and egress purposes; The right of City and the public to use the Access Easement Areas shall not extend to uses inconsistent with Grantor's use and operation of the Property (such as loitering, vender- or eemmereial ..twit. ,, or other types of uses that may constitute public or private nuisance or uses prohibited by the Rules and Regulations (as defined below) or inconsistent with any restrictions, covenants and easements of record. Grantor reserves the exclusive right to grant to third parties additional nonexclusive easements or rights within the Access Easement Areas, including, without limitation, for access, recreational purposes and utilities, provided such uses do not unreasonably interfere with the use of the Easement. 2. Construction and Maintenance. Grantor shall construct the Improvements as part of its construction of the Project. Upon completion of construction of the Improvements, City, on behalf of itself and members of the public, hereby accepts the Access Easement Area in its as -is, where -is condition and with all faults. City shall not be responsible for operating or maintaining the Improvements or the Access Easement Areas. Subs et t 3lianee with ai3i3lieable zenifie ,.rain,...,,,,, Grantor shall Grantor shall at all times maintain the Easement Area in a kood, safe, and clean condition, which shall and 'n accordance with all applicable laws, rules, and regulations. If Grantor fails to perform such maintenance and such failure continues for sixty (60) days after written notice from City specifying the ' NTD: To be revised depending on whether there will be a separate legal description for the Access Easement Areas. 494A 2620 2224 24919-3620-2334.4 Blake Pennington [BP3] August 14, 2025 08:49 AM dFiving down that wiless they had expfess Blake Pennington [BP2] August 14, 2025 08:49 AM How do they monitor and enforce this? Duran, Samantha [SD3] August 21, 2025 09:32 AM This depends on the circumstance. If someone was loitering or otherwise causing a nuisance then Next Cha ter would look to the police to enforce in accordance with the police's typical procedures. If someone was Parking in a non -parking area, then Next Chapter would like the ability to boot or tow the car as needed. The intent of this language is to clarify that the easement granted has some appropriate limits so that if a person's car was towed (for example) that person could not point to the easement and state that, as a member of the public, they have the right to park anywhere. Blake Pennington [BP4] August 14, 2025 08:50 AM What does this fneaft? Blake Pennington [BP5] August 14, 2025 08:51 AM Would like to have Public Works look at this language and see how they would interpret this standard. Duran, Samantha [SD6] August 21, 2025 09:39 AM Understood. Please feel free to propose any language Public Works feels is appropriate. As the owner and operator of the community, Next Chapter has every incentive to ensure that the roads are well maintained. Blake Pennington [BP7] August 14, 2025 08:50 AM Are there rules or regulations on private streets? The only thing I can think of is that we add regulations as conditions to the MSP amendment and PZD. Duran, Samantha [SD8] August 21, 2025 09:38 AM That would be acceptable. Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 77 of 88 nature of the failure or such additional period of time as is necessary so long as Grantor has commenced the cure of such failure within such 60 day period and is diligently pursuing such cure to completion (the "Notice Period"), then City shall have the right, but not the obligation, to perform such required maintenance or repair ("Step -In Rights") and ny reasonable costs and expenses incurred by City in exercising its Step -In Rights shall be reimbursed by Grantor to City within sixty (60) days following Grantor's receipt of an invoice and reasonable documentation of such costs. Failure by Grantor to so reimburse shall constitute a material default under this Agreement. If Grantor and the City are unable to agree upon reasonable costs and expenses, then the matter shall be submitted to a third -party engineer for determination whose decision shall be final. The third -pa , engineer shall be selected by the mutual agreement of both Grantor and the City and shall be paid for by Grantor. 3. Public Rights. Grantor shall, at all times, make the Access Easement Areas available for use by members of the public, except for such times as the Access Easement Areas or any portion thereof must be temporarily closed for maintenance or repair, to protect against unsafe conditions (including, without limitation accumulation of snow or ice) or to avoid the acquisition of adverse or prescriptive rights. If the Access Easement Area needs to be closed to protect against unsafe conditions, Grantor will use commercially reasonable efforts to remove or remedy the unsafe condition and restore public access consistent with other roadways, sidewalks and walkways within the Project. Grantor shall have the right periodically (i.e., not more than once a year and not more than 24 hours at a time) to close off the Access Easement Areas in order to prevent the acquisition of any adverse or prescriptive rights by members of the public or other users. Grantor will place appropriate signage indicating closure in advance of such closure, if planned, otherwise immediately upon closure, indicating the duration of such closure, if known, and such signage shall remain in place throughout the closure. In the event of planned closures for maintenance/repair or to prevent the acquisition of adverse or prescriptive rights, Grantor shall also notify the City in writing and shall ensure the notice is delivered to the City at least 3 days prior to the planned closure. 4. Rules and Regulations. The City shall, at all time, have the right to enforce all traffic laws, rules and regulations in and upon the Access Easement Area in accordance with and to the extent permitted by law, including without limitation, AR Code § 27-51-104 (2024).Grantor shall have the right to promulgate and enforce reasonable rules and regulations (the "Rules and Regulations") regarding the use of the Access Easement Areas by the public and shall have the •fight to enforce Isuch Rules and Regulations in accordance with all applicable laws and governmental rules and regulations, provided such Rules and Regulations have been approved by City, which approval shall not be unreasonably withheld. 5. Alterations. Grantor shall be permitted to make alterations to the Access Easement Areas. City shall not make any alterations or modifications to the Access Easement Areas without the prior written consent of Grantor, which may be withheld in Grantor's sole and absolute discretion. 6. Run with the Land. City may not assign this Agreement or any of the rights granted hereunder without the prior written consent of Grantor. This Agreement shall run with the Property and shall be binding on Grantor and its respective heirs, successors and assigns. 7. Amendment. This Agreement may be amended only by a written instrument executed by both City and Grantor. 8. Counterparts. This Agreement may be executed in any number of counterparts, and each counterpart shall be deemed to be an original instrument, but all such counterparts together shall constitute but one Agreement. Blake Pennington [BP9] August 14, 2025 08:52 AM This could just lead to a fight over what is reasonable. And if they fail to make the payment it would require litigation. Duran, Samantha [SD10] August 21, 2025 09:46 AM We addressed by having any disputes mediated by a third party engineer paid for by Next Chapter. Blake Pennington [BP11] August 14, 2025 09:00 AM What is the enforcement mechanism? Duran, Samantha [SD12] August 21, 2025 09:49 AM As discussed above, it depends on the circumstance. If someone was loitering or otherwise causing a nuisance then Next in accordance with the Police's typical procedures. If someone was parking in a like the ability to boot or tow the car as needed. Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 78 of 88 9. No Joint Venture. No provision hereof shall be deemed to constitute the parties hereto as partners of one another or joint ventures of one another or in any way obligate any party hereto for the performance of any obligation of the other parry hereto. 10. Notice. Any notice required under this Agreement shall be in writing, addressed to the appropriate party by first class U.S. Mail or electronic mail at the following addresses: CITY OF FAYETTEVILLE Attn: Mayor's Office 113 W. Mountain Street Fayetteville, AR 72701 GRANTOR Attn: Address 1 Address 2 [Signature Page Follows] Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 79 of 88 In Witness Whereof, the Grantor and City have hereunto set their hands and seals on this day of 12025. GRANTOR: a By: Its: By: Its: By: STATE OF ) )ss. COUNTY ) This instrument was acknowledged before me on , 2025 by the of ,the of the of This document was drafted by: F.qn. Notary Public, State of Arkansas My commission: 4 Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 80 of 88 CITY: CITY OF FAYETTEVILLE, ARKANSAS, a municipal corporation By: Name: Title: By: Name: Title: [City Clerk] Approved as to form and execution: Name: Title: [City Attorney] STATE OF ARKANSAS ) )ss. WASHINGTON COUNTY ) This instrument was acknowledged before me on 12025. Notary Public, State of Arkansas My commission: Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 81 of 88 Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 82 of 88 LIST OF EXHIBITS EXHIBIT A: Legal Description of the Property EXHIBIT B: Depiction of the Access Easement Areas EXHIBIT C: Legal Description of the Access Easement Areas Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 83 of 88 EXHIBIT A Legal Description of the Property Part of the Southeast Quarter (SE'/.) of Section 32, Township 17 North, Range 30 West, Washington County, Arkansas, more particularly described as follows: Commencing at the Southwest comer of the Southeast Quarter of said Section 32; thence North 02°23'27" East 1381.39 feet to the point of beginning; thence North 02°23'27- East a distance of 777.29 feet; thence South 87°48'23" East a distance of 576.11 feet; thence South 03°18'06" East a distance of 169.29 feet; thence South 87°14'42" East a distance of 1141.88 feel; thence South 12*18'05" East a distance of 449.85 feet; thence South 02°38'01" West a distance of 193.06 feet; thence North 87°32'17" West a distance of 437.69 feet; thence South 02°2T43' West 227.74 feet; thence North 87°32'06" West a distance of 967.49 feet; thence North 02°27'54" East a distance of 250.00 feet; thence North 87°32'06" West a distance of 442.90 feet to the point of beginning. Containing 33.31 acres, more or less. Subject to any easements of record or fact. Part of the NW 1/4 of the SE 1/4 of Section 32, Township 17 North, Range 30 West, Washington County, Arkansas, more particularly described as follows: Commencing at the SE comer of Section 32; thence North 87°16'59" West a distance of 782.21 feet to the East line of Crystal Springs Subdivision; thence along said line North 02°38'01" East a distance of 1483.34 feet to the point of beginning; thence North 02°38'01" East a distance of 76.97 feet; thence North 12°18'05" West a distance of 449.85 feet; thence North 87°14'42" West a distance of 556.89 feet; thence North 02°45'14" East a distance of 527.06 feet; thence North 74°18'30" East a distance of 920.33 feet; thence South 02°36'38" West a distance of 245.00 feet; thence North 87°2S22" West a distance of 25.00 feet; thence South 02°36'38" West a distance of 758.10 feet; thence South 42°23'22" East a distance of 35.36 feel; thence South 02°36'38" West a distance of 301.04 feet; thence North 87°23'22" West a distance of 202.48 feet to the point of beginning, containing 16.01 acres, more or less and subject to any easement of record or fact. Also known as Lot 4 as shown on Plat Record 024A-00000298. Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 84 of 88 EXHIBIT B Depiction of the Access Easement Areas [See attached] Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 85 of 88 Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Page 86 of 88 EXHIBIT C Legal Description of the Access Easement Areas [See attached] Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 87 of 88 Summary report: Litera Compare for Word 11.7.0.54 Document comparison done on 8/21/2025 10:30:13 AM Style name: Default Style Intelligent Table Comparison: Active Original filename: Fayetteville (Underwood and KTB) Easement - b 8.14.25 003 .docx - Public Access Modified DMS: nd://4919-3620-2334/4/Fayetteville (Underwood and KTB) - Public Access Easement.docx Changes: Add I I Delete- 10 Move 0 Move To 0 Table Insert 0 T..lz-mac 0 Table moves to 0 T..1.1.,M .. FRM 0 Embedded Graphics Visio, ChemDraw, Images etc. 0 Embedded Excel 0 Format changes 1 0 Total Changes: 1 21 Planning Commission August 25, 2025 PZD-2025-0003 (KTB LIMITED PARTNERSHIP) Paqe 88 of 88 Additional Information Received Date Received: 09/25/2025 M M/D D/YYYY Time: 3:57 PM 00:00 (AM/PM) From: Jonathan Curth, Director of Development Name & Title Services To: Name & Title CityClerks Office Agenda Meeting Date: 10/07/2025 MM/DD/YYYY Civic Clerk Number: 2025-1691 Ex. 2025-994 Forwarded to City Received from Dept. Head with City Attorney's Office and Attorneys copied. Department Head _CITY OF FAYETTEVILLE ARKANSAS MEETING OF OCTOBER 7, 2025 TO: Mayor; Fayetteville City Council THRU: Keith Macedo, Chief of Staff Jonathan Curth, Development Services Director FROM: Jessie Masters, Planning Director DATE: September 25, 2025 CITY COUNCIL MEMO SUBJECT: PZD-2025-0003: Planned Zoning District (N. RAVEN LN/KTB LIMITED PARTNERSHIP, 285): Submitted by CRAFTON TULL for property located on N. RAVEN LN. in WARD 4. The property is zoned CPZD, COMMERCIAL PLANNED ZONING DISTRICT, and RSF-4, RESIDENTIAL SINGLE-FAMILY, FOUR UNITS PER ACRE and contains approximately 49.2 acres. The request is to rezone the property to a PLANNED ZONING DISTRICT. 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', and with the following updated conditions of approval: • Removal of section "A) Zoning Reversion" from the Planned Zoning District booklet. Approval of the Planned Zoning District does not constitute approval of any associated development, nor does it constitute approval for any variances to street standards, design standards, or otherwise. UPDATE: Following the Planning Commission's August 25, 2025 forwarding of the request to City Council with a recommendation of approval, the applicant revised the Planned Zoning District (PZD) booklet to address the condition of approval that connectivity be maintained through the property as a public street. As a result of this revision the two proposed planning areas were revised in acreage, but not in proposed use as described below: Planning Area #1 (Residential Single -Family) — 27.50 acres: This area will be developed with residential single-family homes at a maximum density of 7 units per acre. Planning Area #2 (Open Space and Amenities) — 21.70 acres: Development in this area appears to be limited to stormwater, greenspace, and open space. In addition to a revised PZD booklet, the applicant provided a narrative letter of revisions, a traffic impact analysis, and an exhibit indicating the proposed public street. Staff's recommendation of approval remains, with associated findings as follows: Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 Land Use Compatibility: Staff finds that the proposed PZD is compatible with surrounding land uses. The overall zoning density allowances are effectively a downzoning from what could be built there currently under the CPZD district that in certain portions allows up to 24 units per acre of multi -family residential. To the south of the development is an established residential single-family subdivision with public streets that this development proposes to tie in to. The development proposes a density, building type, and use that is compatible with the surrounding areas. The main concern that staff has with the proposal is the applicant's request to install private streets throughout the development. Staff finds that this request runs counter to city goal 3 which states a preference for connected development, and potentially poses maintenance and upkeep issues in the long-term. Staff recommends a condition that connectivity through public streets be maintained to the subdivision to the south, and that the main north/south street throughout the development remain public to connect to the northeast section of the site. Land Use Plan Analysis: Staff finds that the proposed PZD is aligned with several goals of City Plan 2040 since it would allow for appropriate infill development (Goal 1), and create opportunities for attainable housing (Goal 6) since the developer introduces a unique rental model for the City. The property has an infill score ranging between 2 to 6, which indicates that it is a suitable location for relatively low density development, which the applicant proposes. The developer's proposal to use only private streets does appear to run counter to City Goal 3, but if at least one main connection through the development can be dedicated as public street to avoid leapfrogging maintenance and public access, staff finds that the connectivity goal can be maintained. CITY PLAN 2040 INFILL MATRIX: City Plan 2040's Infill Matrix indicates a score range of 2_6 for this site. Elements contributing to the highest score include the following: o Adequate Fire Response (Station #8, 2266 W. Deane Street) o Near Sewer Main (10-inch along west side of site) o Near Water Main (8-inch along west side of site o Near Public School (Holcomb Elementary) o Near City Park (Underwood Park) o Near Paved Trail (Clabber Creek Trail) DISCUSSION: At the August 25, 2025 Planning Commission meeting, a motion to forward this item with a recommendation of approval passed with a vote of 6-0-1 (Commissioner Cabe recused). The vote was preceded by another item, where the applicant requested to amend the master street plan in the area to provide a private street where a public one would be required. The request to modify the master street plan was ultimately denied by the Planning Commission with a vote of 3-3-1 (Commissioners Werner, Gulley, and Garlock were opposed, and Commissioner Cabe recused). Planning staff recommended denial of that request, finding that public streets generally were preferrable to private streets from a maintenance, enforcement, and access standpoint. Both items had previously been heard at the August 11, 2025 Planning Commission meeting and tabled, and in the interim, the applicant provided updated access easement language that was vetted by the City Attorney's office. While finding that the potential easement was legally defensible, the City Attorney's office also commented on the complexity of managing such an agreement in perpetuity. While three commissioners voted in favor of the master street plan amendment, those same commissioners ultimately voted in favor of the PZD, with all conditions as recommended by staff. As far as the Planned Zoning District itself, staff and the Commission found that it was compatible from the size, scale, density, and use perspective to the surrounding neighborhoods. One member of the public (the current property owner) spoke in favor of the request. In the intervening time between Planning Commission and City Council, the applicant has produced an updated PZD booklet that meets one of the conditions of approval that the Planning Commission set forth, which was to provide a public right-of-way that connected to the subdivision to the south and ultimately through to the northeast. This condition satisfies this condition of approval that was recommended by the Planning Commission; staff recommends now another to indicate that approval of this Planned Zoning District does not constitute approval of the overall development. Additional Information Received Date Received: 09/25/2025 M M/D D/YYYY Time: 3:57 PM 00:00 (AM/PM) From: Jonathan Curth, Director of Development Name & Title Services To: Name & Title CityClerks Office Agenda Meeting Date: 10/07/2025 MM/DD/YYYY Civic Clerk Number: 2025-1691 Ex. 2025-994 Forwarded to City Received from Dept. Head with City Attorney's Office and Attorneys copied. Department Head C ra f to n Tull ® architecture I engineering I surveying September 18, 2025 Development Services Department 125 W Mountain St Fayetteville, AR 72701 RE: Next Chapter PZD Revision Letter PZD-2025-0003 CTA Job No. 25301700 Dear Mr. Curth & City Councilmembers, 300 North College, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontull.com Please let this letter serve as a summary of the revisions to the Next Chapter PZD-2025-0003. We incorporated the public streets onto the site, according to the Planning Commission's condition of approval. All these changes below are an effect of the public street revision. 1. Exhibit B Planning Area 1 increased from 26.84 acres to 27.50 acres. And, Planning Area 2 decreased from 22.36 acres to 21.70 acres. The additional acreage was added to Planning Area 1 because the public street section is wider than the private street section. Roadways connecting to Crystal Springs subdivision and along the roadway that leaves the site on the northeast corner to eventually connect to Deane Solomon. See the 52' R/W labels on these streets, indicating the public road width per MSP for a residential link. Previously the only property lines to measure setbacks from on site were the perimeter property lines to adjacent properties, which all have a 30' setback. Now that there's public right of way lines to measure setbacks from on the interior of the site, see revisions to the setbacks for Planning Area 1 adjusted as follows: i. Front setback reduced to 10' (to allow for units fronting public right-of-way to remain as located). Side setback where adjacent to R/W adjusted to 10'. (Only a couple units whose side setback is next to public right-of-way, adjusted to allow those units to remain where located. 2. PZD Booklet: Zoning Chart Planning Area 1 i. Max density increased to 7 units/ac. Previously our max was 6 units/ac. Because right of way land was added to the site, this reduced the total amount of residential land to be available for the units. The denominator of the density count got smaller, but the numerator (number of units) stayed the same. This caused our density to be between 6 and 7 units/ac. Therefore, incase staff interprets unified development code that density calculation has to exclude public right of way land, then we are still covered. ii. Front and side setbacks, as discussed above. Language throughout PZD that discussed street layout and roads was revised to mention that we have two public streets on site now. Some of the language arguing in favor of the private roads, in the beginning of the booklet, was removed because we don't need to sell the private roads as much since we agreed to meet planning commission's condition of approval. 300 North College, Suite 317 � Fayetteville, AR 7201 Crafton Tull 479.455.2207 architecture I engineering I surveying craftontull.com If you have any questions or concerns, I'm happy to discuss them with you over the phone at 479-878- 2475 or via email at trent.woessner@craftontull.com. Sincerely, ��� Trent Woessner, P.E., Civil Project Engineer Additional Information Received Date Received: 09/25/2025 M M/D D/YYYY Time: 3:57 PM 00:00 (AM/PM) From: Jonathan Curth, Director of Development Name & Title Services To: Name & Title CityClerks Office Agenda Meeting Date: 10/07/2025 MM/DD/YYYY Civic Clerk Number: 2025-1691 Ex. 2025-994 Forwarded to City Received from Dept. Head with City Attorney's Office and Attorneys copied. Department Head 300 N College Ave, Suite 317 aw� Fayetteville, 20 Crafton Tull 47 479.45455.2207 architecture I engineering I surveying craftontull.com A) Zoning Reversion: It should be noted that the existing 16.1-acre commercial Underwood PZD property & 33.1-acre RSF-4 property shall both revert to their existing zoning if no action takes place within 2 years of the date of approval of this PZD. B) Current Ownership: The 49.2-acre property consists of two parcels: the 33.1-acre parcel is owned by UNDERWOOD, CRAIG & LAURA REVOCABLE TRUST, and the 16.1-acre parcel is owned by KTB LIMITED PARTNERSHIP. The developer pursuing the PZD is Next Chapter Holdings, LLC. Next Chapter Holdings, LLC has entered into a Purchase Agreement on both parcels from the current ownership. All three parties are being represented by Crafton Tull & Associates. The site is located on Washington County Parcel Numbers 765-16658-050 and 765-16658-022. This location is south of Clabber Creek, west of N Deane Solomon Rd, and east of N Salem Rd. See vicinity map below for location: 0,�1,. O N D F R W O O D P A R K C) Project Summary of Scope, Nature, & Intent: The scope of the proposed development will consist of two planning areas: single-family detached homes and open green space. The nature of the development consists of single-family units that will be leased to tenants, with Next Chapter Holdings, LLC, or a subsidiary of, being the sole property owner. The property will not be parceled off into smaller, separate individual lots for each unit. However, due to the required, new, public roads bisecting the site, three new resulting parcels will be created. Each parcel will be owned by Next Chapter Holdings, LLC, or a subsidiary of. The PZD herein sets a density 300 N College Ave, Suite 317 ec� Crafton Tu I I Fayette47e,4AR 5.2207 479.5207 architecture I engineering I surveying craftontull.com requirement of 7 units/acre. The intent is to have an affordable, walkable, vibrant, sustainable, and medium -density neighborhood with useable common open space and a diverse array of housing types. The open space includes stormwater management and shared amenities such as a dog park, playgrounds, community garden, business center, fitness center, pool, and pickleball courts. There are a variety of unit types, ranging from 1-bed with 1 story to 4-bed with 2 stories. It should be noted, however, that the majority of the proposed units will be either 1 or 2 bedrooms. D) General Project Concept: 1) Street & Lot Layout The site will contain a network of internal private and public streets.. The two public streets will connect to two existing residential link streets (N Carnelian Ln & N Raven Ln) to the south and one neighborhood link street (N Deane Solomon Rd) to the northeast. The two public streets will conform to page 142 of the 2040 MSP Modified Residential Link section. Additional modifications to the Residential Link section to remove the required parking lanes have also been utilized. Please see Exhibit C for the proposed typical sections for public and private streets. Public Right-of-way is only dedicated on two streets, as requested by City planning staff's condition of PZD approval. See Exhibits B & C for the location of the two public streets on site. As requested by City planning staff, Next Chapter has agreed to provide two public streets on the site. The public streets will completely conform to the City Minimum Street Standards, 2020 edition. In addition to the public connections at N Raven Ln & N Carnelian Ln, a third access point will be extended to the east through adjacent property with right-of-way dedication, eventually connecting to N Deane Solomon Rd. N Carnelian Ln & N Raven Ln will also continue through the Next Chapter development site in the form of public residential links. No alleys are proposed. The intended connectivity discussed in the City Plan 2040 is provided on this site with vehicular and pedestrian access. Next Chapter proposes several pedestrian connections to the adjacent Underwood Park, which makes this development even more connected than typically found in other traditional single family or multi -family developments. Each unit will be front -loaded, and a vast majority of all units will have their own garage (90% or more). There are ample guest and overflow parking spaces provided evenly throughout the development. The table below shows the number of parking stalls broken down by unit type, row parking, and parking pods. Number of Units Number of Parking Stalls Units w/ 1-car Garage (each includes 1 garage and 1 driveway parking stall) (Cherry, Maple, Hamilton, Dearborn, Jennings) 204 408 Units w/ 2-car Garage (each includes 2 garage & 2 driveway stalls) (Warren, Spencer) 72 288 Row Parking along Street N/A 77 Parking Pods N/A 112 Total Parking Spaces 885 Total Unit Count 276 Average Parking Density per Unit (Spaces/Unit) 3.21 300 N College Ave, Suite 317 ec� Crafton Tu I I Fayette47e,4AR 5.2207 479.5207 architecture I engineering I surveying craftontull.com 2) Site Plan Showing Proposed Improvements A concept site plan is included in Exhibits B & C of this booklet. 3) Buffer Areas There is one streamside buffer area located in the northwest corner of the development, where the Clabber Creek floodplain crosses the corner of the property. The 30ft perimeter setback also provides a vegetative buffer around the entire site. 4) Tree Preservation Areas Tree preservation on site will be located along the existing utility easement that runs north/south across the property. Additionally, select trees can be preserved within each of the proposed stormwater management areas. Tree preservation requirements within the PZD will adhere to the 25% minimum canopy requirement as codified in the UDC Chapter 167. Tree preservation areas and the amount of canopy to be preserved will be noted on the development plans. Should the existing canopy on -site be less than this requirement, then this percentage will be either preserved or mitigated for, in accordance with UDC Chapter 167. Preliminary calculations show that 10.4% of the site has existing canopy. Existing Trees within Planning Area 1 will be removed and mitigated. Tree preservation will be a priority in Planning Area 2, with common spaces and drainage designed around preservation, pending any potential grading and earthwork constraints. Additionally, the existing Underwood ownership has given permission for mitigation trees to be planted offsite on their adjacent property to the north and east. This area has been dedicated as land for Underwood Park. The applicant will seek direction and approval from the City regarding the potential planting of any mitigation trees within this Underwood Park area. 5) Stormwater Detention Areas & Dra Stormwater facilities will likely include multiple detention ponds to be provided within the development, located in the centralized open spaces. Also, there are three adjacent existing wet detention ponds to the north. The Underwoods ownership has granted permission for the proposed development to utilize these adjacent ponds for detention storage volume. The drainage report provided with future LSD submittal will further detail the proposed system and how it will convey stormwater. The report will also include the water quality features such as but not limited to: pervious pavers, bioswales, bioretention forebays, infiltration trenches, hydrodynamic separators, etc. 6) Undisturbed Natural Areas The northwest corner of the site contains a riparian tree grove that will be preserved. Additionally, there is a dense tree grove in the center of the 16.1-acre commercial PZD property. Next Chapter Neighborhoods feels strongly that this grove should be preserved as much as possible, through open space in Planning Area 2. 7a) Existing & Proposed Utility Connections & Extensions (Sanitary Sewer) Next Chapter Holdings, LLC, or a subsidiary of, will pay for the full cost to install the proposed public sanitary sewer main. The sewer main and all sewer services will be built to meet the City's Water and Sewer Standard Specifications, 2022 edition, as well as the latest version of the sanitary sewer details at the time of LSD permitting. The development's sanitary sewer main will drain from the east to west connecting to the existing 10" PVC sewer main that flows north out of the site at the intersection of 54tn Street and Wedington. This existing main increases to 12" as it crosses Clabber Creek, then immediately ties into an existing 48" FRP sewer main. The City has indicated there is adequate capacity in the existing system, pending the submission of an on -site sewer capacity study. 300 N College Ave, Suite 317 ec� Crafton Tu I I Fayette47e,4AR 5.2207 479.5207 architecture I engineering I surveying craftontull.com 7b) Existing & Proposed Utility Connections & Extensions (Water) Next Chapter Holdings, LLC, or a subsidiary of, will pay for the full cost to install the proposed public water main. The water main and all water services will be built to meet the City's Water and Sewer Standard Specifications, 2022 edition, as well as the latest version of the water details at the time of LSD permitting. The development's water main will be connected to the existing 8" main that runs north/south through the site and will also be connected to two existing fire hydrants. One of those hydrants is on the south side of the property at the N Raven Ln existing stub -out. The other hydrant is located on N Deane Solomon Rd, whose connection will require right-of-way dedication through adjacent properties. The City has indicated there is adequate pressure in the existing system, pending the submission of an on -site water distribution system study. 8) Development & Architectural Design Standards Base architectural design standards for the homes will be similar in nature and character to those unit types attached in Exhibit D. These unit types highlight potential options for a medium density configuration, while also conveying materials and prominent features of potential housing within any future development. The developer may build different house plans if they generally conform to the material and roof form of the included drawings. The developer may elect to vary house exterior color. The unit designs do generally conform to the architectural design standards from UDC 166.23(D) but will have some slight variations. That is why we have included the homes in Exhibit D, for clarity and ease of reference. E) Proposed Planning Areas: Proposed planning areas for this development will include: Planning Area 1 (Single Family Detached Homes) — This area will encompass any residential units, private and public streets, parking pods, and uses where single family structures are proposed. This area will have a front separation or setback where the garage fagade of the residential units shall be at least 19' from the back of sidewalk for the units that are fronting streets. The back of sidewalk represents the City right-of-way on public roads and also the public access & utility easement on private roads. Planning Area 2 (Non -Residential Uses) — This area will encompass all the detention, drainage features, natural green space areas, and the recreational & amenity features. The zoning district is designed to permit and encourage the minimum amount of development, protect natural features, and encompass all common and recreational areas for the development. Open space will be accessible for residents to use through a sidewalk network via the master street plan, such that residents can use common open space for outdoor and recreational uses. F) Proposed Zoning Standards: Plannine Area 1 - Residential Zonine District: (a) Permitted Use Units: Unit 1: City-wide uses by right Unit 8: Single-family dwellings Unit 9: Two -Family Dwellings Unit 10: Three (3) and Four (4) family dwellings Unit 41: Accessory Dwelling Units Unit 44: Cluster Housing Development Unit 46: Short-term rentals (Type-1 Only) b) Conditional Use Units: Unit 2: City-wide uses by conditional use permit Unit 3: Public protection and utility facilities Crafton Tull architecture I engineering I surveying Unit 4: Cultural and recreational facilities Unit 26: Multi -family dwellings Unit 46: Short-term rentals (Type-2 Only) d) Residential Density and/or Nonresidential Intensity: 7 units/acre Maximum Bulk and area regulations: d) Lot width minimum: No Minimum e) Lot area minimum: No Minimum h) Height regulations: 2 stories 300 N College Ave, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontull.com i) Building area: less than 35% of total property area (total = 49.2-ac). Minimum buildable private street frontage: 33% of envelope width (for only those units fronting Private Streets). Site Planning: j) Landscaping: Landscaping shall generally conform to Chapter 177 of the Unified Development Code. k) Parking: Parking shall be associated with proposed use and will conform to Chapter 172 in the UDC. Guest and overflow parking spaces will be available throughout the development in parking pods and street -adjacent row parking, as shown in Exhibits B & C. It should be noted that on -street parallel parking will not be allowed. Parking pods of 5 spaces or greater will conform to UDC 177.04 Site Development and Parking Lot Landscape Standards. Resident parking spaces are provided for each unit in the form of garage and driveway spaces. 1) Architectural Design Standards: Base architectural design standards for homes are included in Exhibit D. Single-family homes shall be generally similar in nature and character to these plans and images as shown in Exhibit D. m) Signage: Non-commercial signage shall be allowed under Chapter 174 of the UDC. No internally illuminated signs are allowed. However, monument signs at each entrance to the development will conform to the majority of the requirements in UDC 174.10(B). Each sign will be maximum 45 ftz. Each sign will not be internally illuminated; however, external illumination with decorative or landscape lighting may be used. Planning Area 2 — Non-residential Zoning District: (a) Permitted Use Units: Unit 1: City-wide uses by right Unit 4: Cultural and recreational facilities b) Conditional Use Units: Unit 2: City-wide uses by conditional use permit Unit 3: Public protection and utility facilities c) Residential Density and/or Nonresidential Intensity: 0 units/acre Maximum Bulk and area reeulations: d) Lot width minimum: None e) Lot area minimum: None h) Height regulations: 2 story maximum i) Building area: None Site Planning: j) Landscaping: Landscaping shall generally conform with UDC Chapter 177. 300 N College Ave, Suite 317 ec� Crafton Tu I I Fayette47e,4AR 5.2207 479.5207 architecture I engineering I surveying craftontull.com k) Parking: No parking is proposed in Planning Area 2, because all site parking is already provided in Planning Area 1. 1) Architectural Design Standards: Architectural design standards shall mimic building and development requirements within UDC for the amenity buildings. m) Signage: Subdivision Entrance Signage is allowed within this Planning Area but shall be applied by separate permit. No other signs shall be allowed, except as approved by the Property Owner. *By right, common mailbox units shall be allowed within Planning Area 2. **Accessory uses shall mimic UDC 164.02, Accessory Structures and Uses. G) Zoning Charts: Planning Area 1 (Residential Zoning District): Below is a chart comparing Planning Area 1 (Residential Zoning District) within this PZD versus City of Fayetteville current RSF-4 & Underwood Commercial PZD of the property: Regulation EXISTING RSF-4 EXISTING Underwood Proposed PZD Planning Area 1 Commercial PZD Planning Area 1 Permitted Uses Units 1, 8, 41, 46 Units 1, 5, 8, 9, 12b, 13, 15, Units 1, 8, 9, 10, 41, 44, 46 (Type-1) 25, 40, 41, 42, 44, 45 Conditional Uses Units 2, 3, 4, 5, 9, 12a, 24, Units 2, 3, 4, 10, 11, 24, 26, Units 2, 3, 4, 26, 46 (Type-2) 36,44 36 Front Setback 15' 15' 10, Side Setback adjacent to 5' S' 10, Public Right -of -Way Side Setback Other Uses 5' S' 30' Rear Setback adjacent to 15' 15' 30' Single Family Rear Setback Other Uses 15' 15' 30' Density 4 units/acre 24 units/acre 7 units/acre Min. Lot Width 70' None N/A Min. Lot Area 8000 SF for Single-family 6000 SF for Single-family, N/A dwellings, and 12,000 SF 6500 SF for Two (2) Family, for Two (2) Family 8000 SF for Three (3) or dwellings more family Maximum Building Height 3 stories 5 stories 2 stories Building Area On any lot the area On any lot the area On the entire 49.2-acre subject occupied by all buildings occupied by all buildings property, the area occupied by all shall not exceed 40% of shall not exceed 60% of the buildings shall not exceed 35% of the total area of such lot. total area of such lot. the total 49.2-acre subject property Accessory ground Accessory ground mounted area. mounted solar energy solar energy systems shall systems shall not be not be considered buildings. considered buildings. Crafton Tull architecture I engineering I surveying 300 N College Ave, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontull.com Parking Provided (Spaces 2 UDC Ch. 172 Parking & 3.21 per dwelling unit) Loading Tree Preservation Min. 25% 20% 25% Canopy Preservation *All front setbacks are from the public right-of-way. All rear and side setbacks are from the perimeter property line for each of the three proposed parcels, except for a few units whose side abuts public - right -of way, as shown with 10' side setback adjacent to right-of-way in the table above. A 30' building setback around the entire perimeter of the property is included. Please see the additional table below which compares the physical unit separations to the existing zoning's setbacks. Also, the proposed residential envelope's minimum width & area are compared to the existing zoning's minimum lot width & area. The applicant understands the nature of the internal design and layout of the development may be confusing — as there are no internal property lines to measure technical setbacks from (except for the public right-of-way lines)— therefore the following additional table has been provided in hopes of clarifying the proposed internal building and unit spacing. These additional comparisons are intended to remove any doubt and show how the site's internal layout will be regulated through the proposed PZD. Existing Comparable Internal Setback, Lot Area, or Lot Width Internal Unit Spacing/Size Existing RSF-4 Existing Underwood Proposed PZD Regulation Commercial PZD Planning Planning Area 1 Area 1 Min. Front Separation 15' 15' 10 (to outside edge of sidewalk) Min. Side Separation 5' setback (10' 5' setback (10' between 5' setback (10' between buildings) between buildings) buildings) Min. Rear Separation 15' 15' 10' 300 N College Ave, Suite 317 ec� Crafton Tu I I Fayette47e,4AR 5.2207 479.5207 architecture I engineering I surveying craftontull.com Planning Area 2 (Non-residential Zoning District): Below is a chart comparing Planning Area 2 (Non-residential Zoning District) within this PZD versus City of Fayetteville RSF-4 & Underwood Commercial PZD of the property: Regulation RSF-4 Underwood Proposed PZD Commercial PZD Planning Area 2 Planning Area 1 Permitted Uses Units 1, 8, 41, 46 Units 1, 5, 8, 9, 12b, 13, Units 1, 4 15, 25, 40, 41, 42, 44, 45 Conditional Uses Units 2, 3, 4, 5, 9, 12a, Units 2, 3, 4, 10, 11, 24, Units 2, 3 24, 36, 44 26,36 Front Setback 15' 15' 30' Side Setback adjacent to 5' S' 30' Single & Two Family Side Setback Other Uses 5' S' 30' Rear Setback adjacent to 15' 15' 30' Single Family Rear Setback Other Uses 15' 15' 30' Density 4 units/acre 24 units/acre 0 units/acre Min. Lot Width 70' None None Min. Lot Area 8000 ft2 for Single- 6000 ft2 for Single- None family dwellings, and family, 6500 ft2 for Two 12,000 ft2 for Two (2) (2) Family, 8000 ft2 for Family dwellings Three (3) or more family Maximum Building Height 3 stories 5 stories 2 stories Building Area On any lot the area On any lot the area None occupied by all occupied by all buildings shall not buildings shall not exceed 40% of the total exceed 60% of the total area of such lot. area of such lot. Accessory ground Accessory ground mounted solar energy mounted solar energy systems shall not be systems shall not be considered buildings. considered buildings. **By right, common mailbox units shall be allowed within Planning Area 2. ***Accessory uses shall mimic UDC 164.02, Accessory Structures and Uses. Crafton Tull architecture I engineering I surveying 300 N College Ave, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontull.com H) Analysis of Site Characteristics: The existing 49.2-acre site is primarily grass with dense tree canopy in three areas: west side, south property line, and center/north area of the site. The eastern parcel of the site was previously apart of the old Razorback Golf Course. The western parcel of the site was previously used for hay harvesting. This site is generally sloped from south to north with —5 slope along the southern boundary and —1-2% slope in the center and north areas of the site as you approach Clabber Creek. There are three point discharge locations where offsite stormwater flows onto the site, and travels through the site in a channelized condition. Each of these locations will be captured and conveyed to the proposed detention areas. Additionally, the Underwoods ownership has granted permission for the proposed development to use the existing wet ponds, adjacent to the north and east, for detention volume, if needed. A flood study (No Adverse Impact Letter & Analysis) and wetland delineation study will provided upon first LSD submittal, as required by the City of Fayetteville engineering department. City GIS mapping shows most of the site contains hydric soils. The Master Plan in Exhibit C shows preservation of potential WOTUS wetland and channel areas, and the maximum disturbance to the WOTUS will be less than 0.5- acres to stay within USACE Nationwide Permitting requirements and therefore not trigger a USACE Individual Permit. The 100-yr floodplain crosses the northwest corner of the site. There are no known manmade hazards. 1) Recreational Facilities: The future development of this property will have open space pockets that are a central design feature. The open spaces will have pedestrian access from all directions with an inner sidewalk and/or soft surface trail. The recreational facilities within these open spaces includes the following but is not limited to: dog park, community garden, internet cafe, business center, fitness center, pool, and pickleball courts. A walking trail network throughout the internal greenspace will be provided, and the network will connect pedestrian access to the adjacent Underwood Park at multiple locations along the subject property boundary. See Overall Site Plan included in Exhibit C, which shows an aerial view of the site and the adjacent trail system for Underwood Park and Clabber Creek multi -use trail. J) Reason for Rezone Request: The portion of the subject property currently zoned RSF-4 allows for 1-4 single family dwellings with a density of up to 4 units per acre and minimum lot width of 70'. The portion of the subject property currently zoned Commercial PZD, per the Underwood Development PZD approved booklet, allows 24 units per acre, per Ordinance 6334. Due to the developer's desire to create a more compact, walkable, open -space driven design, the developer is requesting a PZD that allows for unique character of the proposed development. It should be noted that the density being requested of 7 units/acre over the entire property in question will result in the reduction of 243 total units across the existing two properties (see section K, below). The concept site plan, as shown in Exhibits B & C of this booklet, is based on 32' wide envelopes, but allows the developer to create bigger or smaller envelopes, depending on their preference at the time of development. However, the minimum spacing between single family structures shall always remain at 10' minimum. A Planned Zoning District (PZD) was the method chosen to do this for one reason. 1. Other base zoning classifications could've been requested, but due to the unique character & nature of the development, it would result in assortment of variances and deviations. This is why the developer has proposed a Planned Zoning District which allows for single family detached rental units with a zoning density of no more than 7 units per acre. Other zoning 300 N College Ave, Suite 317 Crafton Tull Fayetteville,479.4AR 52207 475.207 architecture I engineering I surveying craftontull.com districts (Multi -Family, Community Services, Residential Intermediate -Urban, etc) could allow for a similar flexibility to what is being proposed here, but not without it seeming like the developer was building multi -family apartments or an overly dense development. This is not their desire nor how they wish for the public, Commission, or Council to see this request as. It is their intent to build smaller single family detached rental units with a zoning density of no more than 7 units per acre. K) Relation to Existing and Surrounding Properties: Crystal Springs subdivision to the south is zoned RSF-4, allowing 4 units/acre. The Underwood Commercial PZD to the east allows 24 units/acre. The undeveloped parcel to the west is zoned RSF-1, allowing 1 unit/acre. The subdivisions surrounding Holcomb Elementary to the north are a mix of RSF-4 and RSF-8, allowing at most 8 units/acre. This development, being medium density residential at 7 units/acre, will serve as a transitional use between surrounding neighborhoods while still conforming to the general residential uses within the area. The existing RS-4 zoning on the 33.1 acre parcel currently allows for 132 units to be developed. The existing PZD zoning on the 16.1 acre parcel currently allows for 386 units to be developed. The total number of units allowed by -right as an aggregate on both of the existing parcels is 518 units. The Next Chapter Development proposal would reduce the total allowed unit count to 321 units — or a reduction of 197 units. This development will have public street connections to the south on N Carnelian Ln & N Raven Ln, which are existing stub outs for the Crystal Springs subdivision. This development will also have a public connection to N Deane Solomon Rd to the east via right-of-way dedication through adjacent properties. Traffic within this development will have egress/ingress from N Carnelian Ln, N Raven Ln, & N Deane Solomon Rd. All signage shall mimic UDC Chapter 174. At least 2 monument signs will be constructed for the neighborhood entrances. Non-commercial signage shall be allowed under Chapter 174 of the UDC. No illuminated signs are allowed. The maximum surface area for each monument sign shall not exceed 45 square feet, see Exhibit E for an example monument sign of this display size. L) Compliance with Fayetteville's Comprehensive Land Use Plan. Fayetteville's Future Land Use Plan calls this area to be Residential Neighborhood, which offers a wide variety of housing types, with highly connected, compact blocks with gridded street patterns. This Planned Zoning District is in compliance with that, as it allows a wide variety of single-family housing units with no minimum lot width or size. Two to four family dwellings are also allowed with this Planned Zoning District. This development is connected to the existing subdivision to the south and to the future mixed -use development to the east for the Underwood Commercial PZD, as well as internally, with the open space being a central focal point. Below are the six 2040 City Plan goals and how this development aligns with them: Goal 1: We will make aoorooriate infill and revitalization our hiehest ario This site is an infill project, between two existing residential developments. This project connects vehicles and pedestrians throughout this area in a logical and concise manner. Single-family residential use on this site compliments the context and character of the existing neighborhood to the south of the site, while obtaining the density needed to promote affordable housing in the region. Crafton Tull architecture I engineering I surveying 300 N College Ave, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontull.com Goal 2: We will discourage suburban sprawl. This development would not be considered suburban sprawl having high and medium density neighborhoods surrounding it. This development connects the two existing developments, extends vehicular and pedestrian access through this site and surrounding sites to local parks and amenities (i.e. Underwood Park, Gary Hampton Softball Complex, Wilson Springs Preserve, Holcomb Elementary). This Planned Zoning District has a density that is less than the future Commercial PZD 24 units/acre density, while also being a concise development which minimizes public street construction and centers on an internal open space for residents to enjoy. Goal 3: We will make traditional town form the standard. This development meets this goal by being a compact and dense subdivision thus being able to preserve open space and trees, having interconnected streets and sidewalks, and minimizing the unit's front fagade separation from the sidewalk, while still providing one parking stall in each driveway. This will keep the units close to the street to mimic traditional town form. Goal 4: We will grow a livable transportation network. This development will promote walkability and bicycling by having interconnected tree -lined streets, and sidewalks. Fayetteville's Clabber Creek trail is adjacent to this development, just north of Clabber Creek. The existing Underwood Park is directly adjacent to the northeast. Residents of this development will be able to access the Underwood Park trail system at multiple locations around the eastern, northern, and southern perimeters of the site. The students and faculty of Holcomb Elementary and any citizen who uses the Gary Hampton Softball complex for sports can use the Clabber Creek multi -use trail and/or public sidewalk network to access their home in this proposed development. If public transportation decides to extend west, this development will provide connection with surrounding neighborhoods thus making bus stops more accessible. The City Plan 2040 clearly states a plan to create compact, complete, and connected development. These privately owned & maintained streets with public access & utility easements dedicated over them will meet that plan for the following reasons: 1. Pedestrians will have multiple direct access points to the adjacent Underwood Park trail system. 2. Pedestrians have less than 0.20 miles access from site to the Clabber Creek multi -use paved trail to the north. Goal 5: We will assemble an enduring green network. This development will meet this goal by preserving trees and open space. Streamside protection measures will be along Clabber Creek at the northwestern corner of the property. Additionally, the proposed development will consist of tree -lined streets, interconnected sidewalks, and will connect to the Clabber Creek multi -use trail and Wilson Springs Preserve, which are both adjacent to the development. Goal 6: We will create opportunities for attainable housing: This goal will be met the developer providing a mixture of housing sizes and unit types. This mixture will allow some of the homes to be more affordable than the average single-family dwelling. Additionally, the homes will be rental units and therefore more financially attainable than the average single family private lot. 300 N College Ave, Suite 317 ec� Crafton Tu I I Fayette47e,4AR 5.2207 479.5207 architecture I engineering I surveying craftontull.com M) Traffic Study A Traffic Impact Analysis study has been prepared for the site, dated June 2025. The study was prepared by Traffic Engineering Consultants, Inc., which concluded that "no traffic control or geometric roadway improvements are necessary as a result of the proposed site traffic to continue operating at acceptable levels -of -service both now and in the future". N) Impact of City Services An 8" proposed water main will be extended throughout the site to serve all residential units, and will connect to the existing 8" water main. An 8" gravity sanitary sewer main will be extended throughout the site to serve all residential units. The internal gravity main network will drain into the existing 10" PVC sewer main, which increases to 12" as it flows north and crosses Clabber Creek. Initial discussions with city staff stated sanitary sewer capacity, water pressures and flows should not be a concern, as long as on -site water pressure and sanitary sewer capacity studies are provided at the time of LSD submittal. Emergency services, police and fire, will be able to serve houses by the streets throughout the development. The proposed site's access separation distance, per 2021 Arkansas Fire Code, Appendix D, Section D104.3, is at least half the longest diagonal distance of the site. The longest diagonal distance, from NE corner to SW corner of the site, is approximately 2,500 feet (thus required minimum separation distance is 1,250 feet). The two proposed N. Raven Ln access points on site are separated by approximately 1,682 feet. At the time of LSD submittal, the site's phasing plan will make sure to include both N. Raven Lane access points within Phase 1, to ensure the minimum separation distance is met. Fire hydrants will be installed strategically throughout the development, and the streets will have 26' width required for a fire truck, or a bump -out fire apparatus access pad at each hydrant location if the street is less than 26' wide from face of curb to face of curb. As drawn in Exhibit C, the width of the roads is 27' FC to FC and 28' BOC to BOC. The City's commercial trash & recycling truck program will pick up the waste weekly from each unit. O) Conceptual Description of Development Standards The proposed PZD will set forth development standards and conditions aimed at encouraging harmonious development, ensuring continuity in development, enhancing the appeal and practicality of the area as a residential space, overall, elevating the community. 1) Screening and Landscaping: Landscaping for this development will generally conform with UDC Chapter 177. Residential units shall have a consistent foundation and high -quality design at the front of the house and throughout the development. Native material and high -quality design are encouraged for new construction of homes. A basic landscape plan will be submitted with building elevations and floor plans. There will be no vegetative screening between the units; however, the entire perimeter of the site will have a landscaped screening buffer within the 30' building setback. Traffic and Circulation: This development will provide connectivity for surrounding neighborhoods and create another route of egress/ingress thus alleviating traffic congestion within existing subdivisions. The private internal streets will be privately owned & maintained The public internal streets will conform to the typical section requirements for a Residential Link. Also, right-of-way will be dedicated for the portion of N Raven Ln that crosses adjacent properties to the northeast, connecting to N Deane Solomon Rd. Crafton Tull architecture I engineering I surveying 300 N College Ave, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontull.com 3) Parking Standards: Parking standards will meet City of Fayetteville Minimum Street Standards where on -street parking and parking spaces are to be proposed. Parking will be available in garages and driveways at each residence as well as on -street and within parking pods, where allowed by this planned zoning district and the master street plan. See the parking count and breakdown by unit type, in Exhibits B & C. There are approximately 3.21 parking spaces per unit. 4) Perimeter Treatment: This development is compatible with adjacent developments and proposes to meet the future land use map. The perimeter treatment will be a 30' building setback. 5) Sidewalks: Sidewalks will be provided throughout the development and along Residential Link private & public streets. These will connect to the adjacent Underwood Park walking trails and the internal greenspace trails. 6) Streetlights: Streetlights shall be of a uniform type throughout the development. All streetlights shall be full cut-off fixtures and a lighting system shall appropriately light all public areas. All streetlights shall be per Ozark Electric cooperative and meet UDC code 166.04(B)(3)(g). 7 Water: Water mains and services shall be provided for each dwelling and residence. Water mains shall be per Fayetteville 2022 Water and Sewer Specifications, utilizing an 8" AWWA C900 PVC, DR14 material. Water services shall follow these same specifications for meters and service lines. 8 Sewer: Sewer services shall be provided for all dwellings and buildings. Sewer mains shall be per Fayetteville 2022 Water and Sewer Specifications, utilizing an 8" PVC SDR 26. Sewer services shall follow these same specifications for any meters and service lines. 9) Street and Drainage: The technical design and physical construction of the private streets will generally conform to the City Minimum Street Standards, 2020 edition, whereas the public streets will completely conform. The private streets will be privately owned & maintained. Please see Exhibit C for the proposed residential link public & private typical sections. Street design shall be reviewed by the Engineering department of the City of Fayetteville. Drainage and storm design will be provided with a drainage report at time of LSD submittal. This report will comply with all minimum standards 1-4 of the City's Drainage Criteria Manual. Detention volume will be located on -site, as well as within existing adjacent wet ponds. Water quality features such as bioretention cells, bioswales, and pervious pavers will filter and treat the stormwater before entering the detention system. Drainage and storm design will be reviewed by the Engineering Department of the City of Fayetteville. 10) Construction of Nonresidential Facilities: Non-residential facilities are not proposed within this development apart from the leasing office building and park bathroom located in the Planning Area 2 open space. C'v Crafton Tull architecture I engineering I surveying 300 N College Ave, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontull.com 11) Tree Preservation: Tree preservation plans and landscape plans will be required and submitted once development begins on a Large Scale Development application and development plan is submitted. The intent is to preserve as many trees as possible in Planning Area 2. Planning Area 1 will have no preservation. Mitigation will be shown in Planning Area 2. Per UDC 167, the existing canopy percentage will be preserved as much as possible, and the remaining percentage will be mitigated for on and/or off -site. 12) Architectural design standards: Architectural design standards have been attached to this application as Exhibit D. Residential buildings must be consistent with the style and look of examples set in Exhibit D. Houses may be larger or smaller, but will have the same general look as attached in Exhibit D. The units are designed to meet the majority of the Architectural Design Standards from UDC 166.23 (D). 13) Lot Design Standards: For all units, the fagade facing the street has clearly defined front door and windows. For facades that front more than one street, only one fagade is required to have a front door and window. The garage opening widths are less than 50% of the principal fagade length, unless the house has a second story with windows facing the street (i.e. Hamilton, Jennings unit types). 13) Propose signage: The developer intends to build one monument sign at each of the entrances to the neighborhood. This is allowable by right in Planning Area 2, as is the common mailbox unit. Each sign will be maximum 45 ft2. Each sign will not be internally illuminated; however, external illumination with decorative or landscape lighting may be used. Each monument sign will generally conform to UDC 174.10(B). 14) View Protection: View protection shall be considered if any proposed work is to occur outside the scope of the proposed PZD and its master plan. 15) Covenants. trust. and homeowner association: There will be no homeowner's or property owner's association with this development. The property will be owned, maintained, and managed by one entity, Next Chapter Holdings, LLC, or a subsidiary of. A full time maintenance & leasing staff will be present on the property. P) PZD Intent/Purpose The intent of this Proposed PZD is to create and expand the City Residential Neighborhood Area as outlined in the City of Fayetteville's 2040 Land Use Plan. The proposed PZD wishes to expand the existing infrastructure, while creating a livable, harmonious, and vibrant community compatible to surrounding uses. Q) Legal Description Planning Area 1 & 2: LOT 4, AS PER PLAT RECORD 024A-00000298 IN THE OFFICE OF THE CIRCUIT CLERK AND EX-OFFICIO RECORDER OF WASHINGTON COUNTY, ARKANSAS, BEING PART OF THE SE 1/4 OF THE NE 1/4 AND THE N 1/2 OF THE SE 1/4 OF SECTION 32, TOWNSHIP 17 NORTH, RANGE 30 WEST, WASHINGTON COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SE 1/4 OF THE SE 1/4 OF SAID SECTION 32; THENCE N87°16'59"W 782.21 FEET; C'w Crafton Tull architecture I engineering I surveying 300 N College Ave, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontull.com THENCE NO2°38'01"E 1483.34 FEET TO THE POINT OF BEGINNING, SAID POINT BEING THE SOUTHWEST CORNER OF SAID LOT 4; THENCE ALONG THE WEST LINE THEREOF THE FOLLOWING FOUR COURSES: THENCE NO2°38'01"E 76.97 FEET; THENCE N12°18'05"W 449.85 FEET; THENCE N87°14'42"W 556.89 FEET; THENCE NO2°45'14"E 527.06 FEET TO THE NORTHWEST CORNER OF SAID LOT 4; THENCE ALONG THE NORTH LINE THEREOF N74°18'30"E 920.33 FEET TO THE NORTHEAST CORNER OF SAID LOT 4; THENCE ALONG THE EAST LINE THEREOF THE FOLLOWING FIVE COURSES: THENCE S02°36'38"W 245.00 FEET; THENCE N87°23'22"W 25.00 FEET; THENCE S02°36'38"W 758.10 FEET; THENCE S42°23'22"E 35.36 FEET; THENCE S02°36'38"W 301.04 FEET TO THE SOUTHEAST CORNER OF SAID LOT 4; THENCE ALONG THE SOUTH LINE THEREOF N87°23'22"W 202.48 FEET TO THE POINT OF BEGINNING, CONTAINING 16.01 ACRES, MORE OR LESS AND SUBJECT TO ANY AND ALL EASEMENTS OF RECORD OR FACT. ALSO PART OF THE SE 1/4 OF SECTION 32, TOWNSHIP 17 NORTH, RANGE 30 WEST, WASHINGTON COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SW 1/4 OF THE SE 1/4 OF SAID SECTION 32; NO2°23'27"E 1381.39 FEET TO THE POINT OF BEGINNING; THENCE NO2°23'27"E 777.29 FEET; THENCE S87°48'23"E 576.12 FEET; THENCE S03°18'06"E 169.29 FEET; THENCE S87°14'42"E 1141.88 FEET; THENCE S12°18'05"E 449.85 FEET; THENCE S02°38'01"W 193.06 FEET; THENCE N87°32'17"W 437.69 FEET; THENCE S02°27'43"W 227.74 FEET; THENCE N87°32'06"W 967.49 FEET; THENCE NO2°27'54"E 250.00 FEET; THENCE N87°32'06"W 442.90 FEET TO THE POINT OF BEGINNING, CONTAINING 33.31 ACRES, MORE OR LESS AND SUBJECT TO ANY AND ALL EASEMENTS OF RECORD OR FACT. Additional Information Received Date Received: 09/25/2025 M M/D D/YYYY Time: 3:57 PM 00:00 (AM/PM) From: Jonathan Curth, Director of Development Name & Title Services To: Name & Title CityClerks Office Agenda Meeting Date: 10/07/2025 MM/DD/YYYY Civic Clerk Number: 2025-1691 Ex. 2025-994 Forwarded to City Received from Dept. Head with City Attorney's Office and Attorneys copied. Department Head LAND USE DESIGNATION TABLE PLANNING AREA 1 - PLANNING AREA 2 - OPEN RESIDENTIAL SINGLE FAMILY SPACE & AMENITIES LAND USE DESIGNATION DETACHED (A) PERMITTED USE UNITS 1, 8, 9, 10, 41, 44, 46 (TYPE-1) 1, 4 (B) CONDITIONAL USES 2, 3, 4, 26, 46 (TYPE-2) 2, 3 (C) RESIDENTIAL DENSITY ACREAGE 26.84 ACRES 22.36 ACRES RESIDENTIAL DENSITY 5.61 UNITS/ACRE 0 UNITS/ACRE NONRESIDENTIAL AREA 0 ACRES 22.36 ACRES BULK AND AREA REGULATIONS (D) ENVELOPE WIDTH MIN. 30' NONE (E) ENVELOPE AREA MIN. 1410 SF NONE (F) LAND AREA PER DWELLING MIN 1410 SF N/A (NO DWELLINGS IN P.A. 2) MAX 2460 SF (G) *SETBACK REQUIREMENTS FRONT = 10' 30' SIDE = 30' 30' SIDE (ADJACENT TO PUBLIC R/W): 10' REAR = 30' 30' (H) HEIGHT REGULATIONS MAX 2 STORIES 2 STORIES (AMENITY BUILDINGS) (I) **BUILDING AREA MAX 35% OF 49.2—AC PROPERTY NONE SITE PLANNING (J) LANDSCAPING SEE PZD BOOKLET SEE PZD BOOKLET (K) PARKING SEE PZD BOOKLET SEE PZD BOOKLET (L) ARCH. DESIGN STANDARDS SEE PZD BOOKLET & EXHIBIT D SEE PZD BOOKLET (M) SIGNAGE MAX 45 SF DISPLAY AREA MONUMENT SEE PZD BOOKLET SIGN **NOTE: MAX BUILDING AREA IN PLANNING AREA 1 INCLUDES THE COMBINED ACREAGE OF ALL UNITS' FLOOR PLAN SQUARE FOOTAGE PLUS THE AMENITY BUILDINGS' SQUARE FOOTAGE. UNIT MAX BUILDING TYPE DESCRIPTION NIT COUNT BEDS % OF TOTAL UNITS COTTAGE — SINGLE STORY CY CHERRY 1 BR (1 CAR GARAGE, 1 CAR DRIVEWAY) 36 36 13% D DEARBORN 2 BR (1 CAR GARAGE, 1 CAR DRIVEWAY) 62 124 22% W WARREN 3 BR (2 CAR GARAGE, 2 CAR DRIVEWAY) 42 126 15% COTTAGE — TWO STORY M MAPLE 1 BR (1 CAR GARAGE, 1 CAR DRIVEWAY) 16 16 6% JIG JENNINGS 2 BR (1 CAR GARAGE, 1 CAR DRIVEWAY) 50 100 18% HA HAMILTON 3 BR (1 CAR GARAGE, 1 CAR DRIVEWAY) 40 120 15% SP SPENCER 4 BR (2 CAR GARAGE, 2 CAR DRIVEWAY) 30 120 11 % TOTAL 276 UNITS 642 BEDS 100% ON —STREET ROW PARKING = 77 SPACES PARKING PODS = 112 SPACES GARAGE & DRIVEWAY PARKING = 696 SPACES TOTAL PARKING = 885 SPACES PARKING DENSITY = 3.21 SPACES PER UNIT PROPERTY = 49.20 ACRES UNIT DENSITY = 5.61 UNITS/AC NOTE: THE LAYOUT, PARKING, AND UNIT MIX SHOWN IS PRELIMINARY AND SUBJECT TO CHANGE IN LARGE SCALE DEVELOPMENT PLAN SUBMITTAL AND REVIEW. CLABBER CREEK J � o r ;•rat I N z O' S87'48'23"E 576.12' I� cn E OD I f CV v Qj rf.iJ.;•x I (n r I I'. S8714'42"E ' 1141.88 ;zap. I '� •® 20 SEWER EASE 48 ® ® I i xr� O ® N;• '.,�i" ?iF�; .fie; - �657. ® I . N 0 \ SP OD a• Sx u` i_. r-` Y. +?rr O � P �. r LAYG D \ G IN 36, O ;s 1 pAU -- N87'32'06" W 442.90' \\\ 0 ® f I— C/) t JG SP JG �� f \ l •''. :i.:. : � „_- {`! 1�:p• 'v�,ti ;fix 1 / `� --N —o--t ® 51 o ds R I I i O I I I w. I i NENT ACCESS & MAINTENANCE EASEMENT & PERM I I � � 52 — EASEMENT FOR DETENTION PONDS I I' — I W ACCESS & MA R/W _ I EASEMENT FOR DETENTION POND F —1 I h� Ih I N87'32'06"W 967.49, DOC 2019-00 3860 �' `'" % �J •tom? C) 00 cli O O O dK P:=� •..°.>. f`. �' j !f`.` O I ;,�f�• N '23'2 "W >� s M 3 M S: J G O - O • .s • `` C� R EA N8723'22 W 202.48' 3 o SITE L• 49.20 ACRES O dS O ® O PLANNING AREA 1 TOTAL: 27.50 ACRES 56% ® PLANNING AREA 2 TOTAL: 21.70 ACRES 44% — — — — — N87.32'17-w 437.69'— — — — — (J:BU::1LDING MIN. SEPARATIONS: ZONING: R—PZD FRONT = 10' TO OUTSIDE EDGE OF SIDEWALK N SIDE = 10' IN—BETWEEN BUILDINGS, OVERHANG TO OVERHANG 3 REAR = 10' I cf)LEGEND O- PLANNING AREA RESIDENTIAL DENSITY I I POTENTIAL WOTUS CHANNEL — — — — — PLANNING AREA 1 UNITS: 276 IPOTENTIAL WOTUS WETLAND PLANNING AREA 2 TOTAL LOTS: 3 LOTS UNIT DENSITY: 5.61 UNITS/ ACRE 300 N College Ave., Suite 317 Fayetteville, Arkansas 72701 Adk Grafton Tull ® architecture I engineering I surveying 479.636.4838 t CERTIFICATE OF AUTHORIZATION: " . CRAFTON, TULL & r _ ASSOCIATES, INC. > No. 109 "IsAS EN6t���� GRAPHIC SCALE IN FEET 8 0' 0 8 0' NEXT CHAPTER NEIGHBORHOOD AT UNDERWOOD PARK FAYETTEVILLE, AR Key Plan JU No. Description Date This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crofton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. NS-RUCTION PROJECT NO:25301700 OO Q�L ISSUEDATE: 06/04/2025 �o� THIS CONTACT: C. THREET h DOCUMENT IS N QC by: z PRELIMINARY IN QC Date: NATURE AND IS NOT ' PRELIMINARY N A FINAL, SIGNED PLANS AND SEALED DOCUMENT .�° (D2025 Crofton, Tull & Associates, Inc. �i O`0 Nolion'8Ls� EXHIBIT B ZONING & DEVELOPMENT STANDARDS BY PLANNING AREA MAP 1 OF 2 Additional Information Received Date Received: 09/25/2025 M M/D D/YYYY Time: 3:57 PM 00:00 (AM/PM) From: Jonathan Curth, Director of Development Name & Title Services To: Name & Title CityClerks Office Agenda Meeting Date: 10/07/2025 MM/DD/YYYY Civic Clerk Number: 2025-1691 Ex. 2025-994 Forwarded to City Received from Dept. Head with City Attorney's Office and Attorneys copied. Department Head TRAFFIC IMPACT ANALYSIS Underwood Property Fayetteville, Arkansas Prepared for: Next Chapter Neighborhoods June 2025 Prepared by: Traffic Engineering Consultants, Inc. TRAFFIC % ~ ENGINEERING". W CONSULTANTS,' p U = INC. = Z No. 194 Sj ATE OF ARKANSAS REGISTERED PROFESSIONAL ix ENGINEER •.,LEE _,,. 6/8/2025 IEQ�,- __.00000_10� 1.0 INTRODUCTION Traffic Impact Analysis Traffic Engineering Consultants, Inc. (TEC) was retained to conduct a traffic impact analysis (TIA) for a proposed multi -family residential development to be located in Fayetteville, Arkansas. The study was requested to determine the effects the proposed development would have on the adjacent street system, to review the available access to the development and to provide recommendations for improvements that may be necessary to accommodate the traffic expected to be generated by the development. 2.0 BACKGROUND 2.1 PROPOSED DEVELOPMENT The site of the proposed development is located on the former Razorback golf course south of Clabber Creek, as shown in Figure 1. The proposed development consists of 276 multi -family residential dwelling units, as shown on the site plan in Figure 2. Access to the new development is proposed via connections to the neighborhood directly to the south. This traffic would access the City's street system via Emil Drive at Deane Solomon Road and Woodlark Lane and Raven Lane at Mt Comfort Road. A future connection to Deane Solomon Road north of Emil Drive may be constructed when the property east of the site is developed. Mt Comfort Road is a four -lane east/west regional link with a posted speed limit of 40 miles per hour (mph). Deane Solomon Road is a two-lane north/south neighborhood link with a posted speed limit of 35 mph. Emil Drive is a two-lane east/west local roadway that extends for approximately 1,200 feet west of Deane Solomon Road with a statutory speed limit of 20 mph. N Shiloh Drive is a two-lane north/south neighborhood link with a statutory speed limit of 20 mph in this area. Woodlark Lane and Raven Lane are two-lane north/south local roadways with statutory speed limits of 20 mph. The intersection of Mt Comfort Road and N Shiloh Drive is signalized with protected -plus -permissive phasing for all left turns. The eastbound and westbound approaches include an exclusive left turn lane and two through lanes with a shared right turn lane. The northbound and southbound approaches include an exclusive left turn lane and one through lane with shared right turn lane. The intersection of Deane Solomon Road and N Shiloh Drive is unsignalized with stop control at the southbound approach. The northbound approach is a driveway for the auto dealership. The eastbound F-264 1 June 8, 2025 er r r- EC N..A.'A Jw #-Wig V%.- FIGURE 1. Project Location Map Underwood Property Fayetteville, Arkansas 11 r", THIS 0 A REPRFSENTATNF DEPIC71ON OF THE PROPOSED PROJEC1. THE FWAE PLAN IS SUBJECT TO APPROVAL BY n.. COUNTY AS PRESENTED BY PROJECT ENGINEERS. m O 70 ® r/MIN�1 /1t,< ce�PrF Next Chapter Neighborhoods a 9 ZKOTrade NOW Dr. Ems. GA 30M MEIOMOORN0008T�81842938D E i XAW sym m Unit mix TYPE SWT cow CH90 1 BED/1 STORY 839 28 MAN M 1BED/2STORY 882 28 MCRORV M 1BED/2STORY 970 5 CYPRESS 2BEM STORY 1,082 17 JA W J 2BEII/1STOW 1,28E 78 PECMI P 2 BED/2 STORY 1,806 10 SYCAMORE S 3BED12STORY 1,409 19 IT' CA 3 BED/1 STORY 1,419 38 UUIC E 3BED12STORY 1,541 15 CME ra CT 3SED12SM 10 21 WO B 4ffB/2SFW 1,801 % F rn z UNDERWOOD PROPERTY FAYETTEVILLE, AR 44' WIDE DETAIL CONCEPT VERSION 2 ±49.5 ACRES 4/4/25 40.5 DISTURBED ACRES FIGURE 2. Proposed Site Plan Underwood Property Fayetteville, Arkansas 15' SETBACK IEQ�,- __.00000_10� Traffic Impact Analysis and westbound approaches include an exclusive left turn lane and one through lane with shared right turn lane. The southbound approach is a single shared left turn/through/right turn lane. The northbound driveway approach is an exclusive left turn lane and one through lane with shared right turn lane. The intersection of Emil Drive and Deane Solomon Road is unsignalized with stop control at the eastbound approach. The westbound approach is a driveway for a church. All approaches include a single shared left turn/through/right turn lane. The intersection of Woodlark Lane and Mt Comfort Road is unsignalized with stop control at the northbound and southbound approaches. The eastbound and westbound approaches include two through lanes with shared left and right turn lanes. The northbound approach includes a single shared left turn/through/right turn lane. The southbound approach includes an exclusive left turn lane and one through lane with shared right turn lane. The t-intersection of Raven Lane and Mt Comfort Road is unsignalized with stop control at the southbound approach. The eastbound and westbound approaches include two through lanes with shared left and right turn lanes. The southbound approach includes separate left and right turn lanes. [c111idIRA ddEd17-AIFe1 3.1 EXISTING TRAFFIC Existing traffic volume data was collected at the study intersections in April 2025 while area schools were in session. Peak period turning movement data was collected at the study intersections of Mt Comfort Road at Woodlark Lane, Raven Lane, and N Shiloh Drive, and at Deane Solomon Road at N Shiloh Drive and Emil Drive. Given the traffic characteristics in the area and the anticipated trip generation for the proposed development, the weekday peak periods would represent a "worst -case scenario" with regards to traffic impact on the surrounding roadway network. If traffic operations are acceptable during these weekday peak hours, it can be reasoned that conditions would be acceptable throughout the remainder of the day and week. In order to collect counts while area schools were in session, traffic data was collected at study intersections on different days which resulted in traffic imbalances. The raw traffic data was adjusted to balance traffic across the study intersections. The balanced 2025 existing traffic is summarized in Figure 3 and detailed printouts of all the traffic count data are included in the appendix. F-264 2 June 8, 2025 IEQ�,- __.00000_10� Traffic Impact Analysis 3.2 FUTURE BACKGROUND TRAFFIC The 2025 existing traffic volumes were utilized to determine the background traffic for 2027. The 2027 year was selected as the future buildout year of the development. Considering the projected daily traffic volumes from the Northwest Arkansas Regional Planning Commission's Travel Forecasting Model, a 2.65% annual growth rate was utilized to project future traffic volumes in addition to the projected site traffic. The travel model locations and data is summarized in the appendix. There are no known planned or approved projects in the study area to be included in this scenario. The 2027 future background traffic is summarized in Figure 4. 4.0 PROJECTED TRAFFIC 4.1 PROPOSED DEVELOPMENT TRAFFIC To determine the effects a new development will have on an existing street system, the new or additional traffic must be projected. The latest edition of the Trip Generation Manual, published by the Institute of Transportation Engineers, was used to determine the amount of traffic the development is expected to generate. The report is a nationally accepted reference which provides trip rates for determining the traffic expected to be generated by different land use types. Available information was utilized regarding the anticipated land use to determine the site generated traffic. The Multifamily Housing (Low -Rise) category was selected to determine the trip generation for the proposed site. The resulting traffic volumes projected to be generated by the proposed site once fully constructed and occupied are indicated in Table 1. TABLE 1 Projected Site Generated Trips -Trip Rates from "TRIP GENERATION MANUAL", IIth Ed., Institute of Transportation Engineers. F-264 3 June 8, 2025 OC O E _O � O N � O N t 0/2 0/0 N Emil Dr J 1 � 0/2 83/126 5/30 18/11 —f 279/127 — 89/430 0/0 — 14/8 1/3 124/49 �� o Y N Shiloh Dr L f6 J O O 7/18 89/139 425/1487 � 10/34 204 J L 4/8 J L 4334/1504 J j � !— 88/58 7/7 �' Mt Comfort Rd 6/6 r 270/103 r F 1644/729 — 1657/736 — 1353/605 3/13 - o o 0 0 40/32 FIGURE 3. 2025 Existing Traffic EC LEGEND Underwood Property . �;, , ,., XX/XX -Weekday A.M. / P.M. Fayetteville, Arkansas � 7/7 t 1731/768 3/14 —1 OC O E � _O N O 0/2 0/0 M N N Emil Dr J 1 L G 0/2 87/133 1 5/32 19/12 —f 294/134 •— 94/453 0/0 o N 15/8 1/3 131/52 - - o Y N Shiloh Dr L f6 J O O � N t_ 7/19 O � M t 94/146 — 448/1566 t— 11/36 402/1268 1 4/8 J L -- 457/1584 J j L F-- 93/61 r Mt Comfort Rd 6/6 r 284/108 r 1 F 1745/775 — 1425/637 nov� ooi 42/34 �No t�oo� LEGEND XX/XX - Weekday A.M. / P.M. FIGURE 4. 2027 Future Background Traffic Underwood Property Fayetteville, Arkansas EC Traffic Impact Analysis The proposed site would be expected to generate 1,844 vehicle trips per day with 26 entering and 82 exiting vehicles during the a.m. peak hour and 88 entering and 51 exiting vehicles during the p.m. peak hour. 4.2 DISTRIBUTION OF SITE GENERATED TRAFFIC The traffic expected to be generated by the proposed site was then distributed at the adjacent study intersections for the a.m. and p.m. peak hours. The distribution of the proposed site traffic was based on the existing traffic patterns in the area which were obtained from the traffic data collected for this study. The directional distribution of the site generated traffic entering and exiting the proposed development is expected to be: • 60% to/from Mt Comfort Road east of the site • 25% to/from Mt Comfort Road west of the site • 10% to/from Deane Solomon Road north of the site • 5% to/from N Shiloh Drive east of the site The traffic expected to be generated from the proposed site is summarized in Figure 5. 4.3 TOTAL TRAFFIC The proposed site traffic was then added to the future background traffic for the 2027 design year. The 2027 total traffic (2027 future background traffic + proposed site traffic) for the study intersections and access points to the proposed site is summarized in Figure 6. 5.0 CAPACITY ANALYSIS 5.1 METHODOLOGY The capacity analyses were conducted using Synchro 12, which is a software package for modeling and optimizing traffic signal timings at signalized intersections and analyzing unsignalized intersections in accordance with the methodology of the latest edition of the Highway Capacity Manual. The capacity analysis provides a measure of the amount of traffic that a given facility can accommodate. Traffic facilities generally operate poorly at or near capacity. The analysis is intended to estimate the maximum amount of traffic that can be accommodated by a facility while maintaining prescribed F-264 4 June 8, 2025 Peak Hour Site Generated Trips A.M. Entering = 26 vph A.M. Exiting = 82 vph P.M. Entering = 88 vph P.M. Exiting = 51 vph M N Emil Dr J 1 L. 13/44 1/4 8/5 t 46/28 ---1 L M c J 0 O t_ 2/9 O N 14/9 `° °° 3/9 0o M 2�; 1 L, J L. -- 10/ 14 J 1 L. Mt Comfort Rd 2/7 i 1 r 2/6 t 3/9 ? 5115 — 11/14 16/10 LEGEND XX/XX — Weekday A.M. / P.M. r- O E 0 sir t 10/35 5/18 1— � I FIGURE 5. Proposed Site Trips Underwood Property Fayetteville, Arkansas 5% H N Shiloh Dr 60% H r- O E O N O OC - O � M N Emil Dr J 1 L 1 100/177 6/36 27/17 294/134 —► — 94/453 0/0 — 15/8 ` 1/3 177/80 t Oc J o t_ 9/28 - 462/1575 1 4/8 Mt Comfort Rd 9/14 r i r 1736/783 o W) 3/14 moo[ LEGEND XX/XX — Weekday A.M. / P.M. C J C G1 f0 � N M M � 14/45 J L 46 /1598 J j 8/12 287/117 1756/789 — 1441/647 42/34 ---1 t 0/2 0/0 0/2 sir i►]I llMi`1, 104/181 407/1286 F-- 93/61 FIGURE 6. 2027 Total Traffic Underwood Property Fayetteville, Arkansas EC Traffic Impact Analysis operational qualities. The definition of operational criteria is accomplished using levels -of -service. The concept of levels -of -service is defined as a qualitative measure and describes operational conditions in terms of such factors as speed and travel time, freedom to maneuver, traffic interruptions, comfort and convenience, and safety. Six levels -of -service are defined for each type of facility for which analysis procedures are available. They are given letter designations, from "A" to "F", with level -of -service "A" representing the best operating conditions and level -of -service "F" the worst. The average control delay for signalized intersections is estimated for each lane group and aggregated for each approach and for the intersection as a whole. The level -of -service for this type of traffic control is directly related to the control delay value. The criteria for stop controlled or unsignalized intersections and roundabouts have different threshold values than do those for signalized intersections. The level -of - service criteria are summarized in Table 2. The Highway Capacity Manual considers an overall intersection level -of -service "D" or better and a critical approach (approach with the lowest level -of -service) level -of - service "E" or better to be acceptable level -of -service. TABLE 2 Intersection Level -of -Service Criteria Average Delay < 10 < 10 Free Flow Level-of-Service A B > 10 - 15 > 10 - 20 Stable Flow (slight delays) c > 15 - 25 > 20 - 35 Stable Flow (acceptable delays) D > 25 - 35 > 35 - 55 Approaching Unstable Flow (tolerable delay, occasionally wait through more than one signal cycle before proceeding) E > 35 - 50 > 55 - 80 Unstable Flow (intolerable delay) F > 50 > 80 Forced Flow (congested and queues fail to clear) 5.2 SCENARIOS Capacity analyses were conducted for the a.m. and p.m. peak hours at the study intersections. The intersections were analyzed and reviewed under the 2025 existing traffic, 2027 future background traffic, and 2027 total traffic. The results of the capacity analyses conducted are summarized in Table 3 and the raw data sheets have been included in the appendix. F-264 5 June 8, 2025 EC TABLE 3 Intersection Capacity Analysis Results Traffic Impact Analysis Intersection I AM Peak Hour Type of Traffic Control Critical Approach 7=%7 PM Peak Hour � Woodlark Lane and Mt Comfort Road 2025 Existing Unsignalized / N/S Stop NB Traffic 59.24 F 0.08 0.9 A SB 76.26 F 0.14 1.0 A Raven Lane and Mt Comfort Road Unsignalized / S Stop SB 28.92 D 0.2 A SB 37.62 E 0.05 0.3 A N Shiloh Drive and Mt Comfort Road Signalized NB 40.90 D 20.2 C SB 51.30 D 34.1 C Deane Solomon Road and N Shiloh Drive Unsignalized / N/S Stop SB 14.30 B 6.1 A NB 26.73 D 6.2 A Emil Drive and Deane Solomon Road Unsignalized / E/W Stop EB 10.41 B 4.1 A WB 10.85 B 2.8 A Woodlark Lane and Mt Comfort Road 2027 Future Unsignalized / N/S Stop NB Background 71.14 Traffic F 0.09 1.0 A SB 91.69 F 0.16 1.2 A Raven Lane and Mt Comfort Road Unsignalized / S Stop SB 31.90 D 0.2 A SB 43.22 E 0.05 0.4 A N Shiloh Drive and Mt Comfort Road Signalized NB 42.70 D 21.8 C SB 59.70 E 39.9 D Deane Solomon Road and N Shiloh Drive Unsignalized / N/S Stop SB 15.21 C 6.4 A NB 29.96 D 6.8 A Emil Drive and Deane Solomon Road Unsignalized / E/W Stop EB 2027 10.59 Total Traffic B 4.2 A WB 11.04 B 2.8 A Woodlark Lane and Mt Comfort Road Unsignalized / N/S Stop NB 74.55 F 0.09 1.3 A SB 142.93 F 0.31 2.3 A Raven Lane and Mt Comfort Road Unsignalized / S Stop SB 31.72 D 0.5 A SB 63.20 F 0.13 0.9 A N Shiloh Drive and Mt Comfort Road Signalized SB 52.50 D 23.7 C SB 68.20 E 45.8 D Deane Solomon Road and N Shiloh Drive Unsignalized / N/S Stop SB 17.02 C 7.6 A NB 38.95 E 0.07 9.2 A Emil Drive and Deane Solomon Road Unsignalized / E/W Stop EB 11.33 B 5.3 A WB 12.30 B 3.9 A *v/c ratio reported for unsignalized approach LOS "E" or "F". 5.2.1 2025 EXISTING TRAFFIC The analyses conducted under the 2025 existing traffic indicated that the critical approaches at the study intersections currently operate at acceptable levels -of -service "E" or better during the a.m. and p.m. peak hours except at the intersection of Woodlark Lane and Mt Comfort Road which operates at level -of -service "F" during both peak hours with a v/c ratio significantly less than 0.80. The study intersections currently operate at overall acceptable levels -of -service "C" or better during the peak hours. 5.2.2 2027 FUTURE BACKGROUND TRAFFIC Under the 2027 future background traffic, the critical approaches at the study intersections would be expected to continue operating at acceptable levels -of -service "E" or better during the a.m. and p.m. peak hours except at the intersection of Woodlark Lane and Mt Comfort Road which is expected to continue operating at level -of -service "F" during both peak hours with a v/c ratio significantly less than 0.80. The study intersections are expected to operate at overall acceptable levels -of -service "D" or better during the peak hours. 5.2.3 2027 TOTAL TRAFFIC Once the proposed site traffic was added to the 2027 future background traffic, the critical approaches at the study intersections would be expected to continue operating at similar levels -of -service except at the F-264 6 June 8, 2025 EC Traffic Impact Analysis intersection of Raven Lane and Mt Comfort Road which falls to level -of -service "F" during the p.m. peak hour with a v/c ratio significantly less than 0.80. The study intersections are expected to continue operating at overall acceptable levels -of -service "D" or better during the peak hours. 6.0 MULTI -MODAL The pedestrian and bicycle facilities for the site were reviewed. The site does not connect directly to the arterial or collector street system but will connect to local roadways via the existing residential development south of the site. This existing residential development includes sidewalks throughout. Emil Drive, which will provide access to the site and connect to Deane Solomon Road, has sidewalks along the north side of the roadway for its entire length. N Shiloh Drive and Mt Comfort Road have sidewalks along both sides of the roadway throughout the study area. There are marked crosswalks at all study intersections along Mt Comfort Road. There are currently no existing bicycle facilities in the study area. If additional site access is constructed in the future to connect to Deane Solomon Road, it is recommended that sidewalks and crosswalks be included in the design, as appropriate. 7.0 CONCLUSIONS 7.1 SUMMARY TEC was requested to conduct a traffic impact analysis on a proposed multi -family residential development in Fayetteville, Arkansas. Existing traffic volume data was collected adjacent to the proposed development. The projected daily traffic volumes were considered and an annual growth rate of 2.65% was used to predict future background traffic for 2027. The proposed development traffic was then determined and added to the background traffic for conducting the reviews and analyses. The analyses conducted under the 2025 existing traffic indicated that the study intersections and their critical approaches currently operate at acceptable levels -of -service during the a.m. and p.m. peak hours except the critical approach at the intersection of Woodlark Lane and Mt Comfort Road which operates at level -of -service "F" during both peak hours. The v/c ratio is significantly less than 0.80 and no improvements are recommended. Under the 2027 future background traffic, the study intersections and their critical approaches would be expected to continue operating at acceptable levels -of -service during the a.m. and p.m. peak hours except F-264 7 June 8, 2025 EC Traffic Impact Analysis the critical approach at the intersection of Woodlark Lane and Mt Comfort Road which is expected to continue operating at level -of -service "F" during both peak hours. The v/c ratio is significantly less than 0.80 and no improvements are recommended. Under the 2027 total traffic conditions, the study intersections and their critical approaches would be expected to continue operating at acceptable levels -of -service during the a.m. and p.m. peak hours except the critical approaches at the intersections of Woodlark Lane and Raven Lane at Mt Comfort Road which are expected to operate at level -of -service "F" during one or both peak hours. The v/c ratios are significantly less than 0.80 and no improvements are recommended. 7.2 RECOMMENDATIONS Based on the results of the analyses conducted, no traffic control or geometric roadway improvements are necessary as a result of the proposed site for traffic to continue operating at acceptable levels -of - service both now and in the future. F-264 8 June 8, 2025 T 0 Z W a a EO Q H Q V M LL Q GC H W.Comfort & Woodlark - TMC Fri Apr 18, 2025 Full Length (7 AM-9 AM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291602, Location: 36.092755,-94.200985 n". Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US Leg Direction West Eastbound East Westbound South Northbound North Southbound Time L T R U App L T R U App L T R U App L T R U App Int 2025-04-18 7:OOAM 2 191 0 0 193 2 50 0 0 52 0 0 3 0 3 4 0 3 0 7 255 7:15AM 3 268 0 0 271 2 85 0 0 87 2 0 2 0 4 0 0 1 0 1 363 7:30AM 2 292 0 0 294 0 68 1 0 69 0 0 5 0 5 0 0 0 0 0 368 7:45AM 1 284 3 0 288 2 85 3 0 90 4 0 3 0 7 1 0 0 0 1 386 Hourly Total 8 1035 3 0 1046 6 288 4 0 298 6 0 13 0 19 5 0 4 0 9 1372 8:OOAM 1 244 0 0 245 0 52 3 0 55 0 0 6 0 6 2 0 1 0 3 309 8:15AM 2 194 1 0 197 0 75 2 0 77 0 0 3 0 3 1 0 2 0 3 280 8:30AM 0 205 0 0 205 1 76 5 0 82 2 0 2 0 4 3 0 0 0 3 294 8:45AM 0 163 0 0 163 1 81 1 0 83 0 0 1 0 1 5 0 1 0 6 253 Hourly Total 3 806 1 0 810 2 284 11 0 297 2 0 12 0 14 11 0 4 0 15 1136 Total 11 1841 4 0 1856 8 572 15 0 595 8 0 25 0 33 16 0 8 0 24 2508 %Approach 0.6% 99.2% 0.2% 0% - 1.3% 96.1% 2.5% 0% - 24.2% 0% 75.8% 0% - 66.7% 0% 33.3% 0% - - %Total 0.4% 73.4% 0.2% 0% 74.0% 0.3% 22.8% 0.6% 0% 23.7% 0.3% 0% 1.0% 0% 1.3% 0.6% 0% 0.3% 0% 1.0% - Lights 11 1823 4 0 1838 7 554 15 0 576 8 0 25 0 33 16 0 8 0 24 2471 % Lights 100% 99.0% 100% 0% 99.0% 87.5% 96.9% 100% 0% 96.8% 100% 0% 100% 0% 100% 100% 0% 100% 0% 100% 98.5% Articulated Trucks 0 2 0 0 2 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 5 % Articulated Trucks 1 0% 0.1% 0% 0% 0.1% 0% 0.5% 0% 0% 0.5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0.2% Buses and Single -Unit Trucks 0 16 0 0 16 1 15 0 0 16 0 0 0 0 0 0 0 0 0 0 32 % Buses and Single -Unit Trucks 0% 0.9% 0% 0% 0.9% 12.5% 2.6% 0% 0% 2.7% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 1.3% *L: Left, R: Right, T: Thru, U: U-Turn 1 of 4 Mt.Comfort & Woodlark - TMC Fri Apr 18, 2025 Full Length (7 AM-9 AM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291602, Location: 36.092755,-94.200985 00 00 LO Ln j O N ,—, 1 11 0 O � u Ln 00 1841 c 4 [N] North Total: 50 In:24 Out:26 Ak 00Ln N Out: 12 In: 33 Total: 45 [S] South EC i Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US 15 572 8 Ln rn L 4-J �r N LU a .i w � u 00 2of4 W.Comfort & Woodlark - TMC Fri Apr 18, 2025 AM Peak (7:15 AM - 8:15 AM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291602, Location: 36.092755,-94.200985 n". Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US Leg Direction West Eastbound East Westbound South Northbound North Southbound Time L T R U App L T R U App L T R U App L T R U App Int 2025-04-18 7:15AM 3 268 0 0 271 2 85 0 0 87 2 0 2 0 4 0 0 1 0 1 363 7:30AM 2 292 0 0 294 0 68 1 0 69 0 0 5 0 5 0 0 0 0 0 368 7:45AM 1 284 3 0 288 2 85 3 0 90 4 0 3 0 7 1 0 0 0 1 386 8:OOAM 1 244 0 0 245 0 52 3 0 55 0 0 6 0 6 2 0 1 0 3 309 Total 7 1088 3 0 1098 4 290 7 0 301 6 0 16 0 22 3 0 2 0 5 1426 % Approach 0.6% 99.1% 0.3% 0% - 1.3% 96.3% 2.3% 0% - 27.3% 0% 72.7% 0% - 60.0% 0% 40.0% 0% - - %Total 0.5% 76.3% 0.2% 0% 77.0% 0.3% 20.3% 0.5% 0% 21.1% 0.4% 0% 1.1% 0% 1.5% 0.2% 0% 0.1% 0% 0.4% - PBF 0.583 0.932 0.250 - 0.934 0.500 0.853 0.583 - 0.836 0.375 - 0.667 - 0.786 0.375 - 0.500 - 0.417 0.924 Lights 7 1076 3 0 1086 4 281 7 0 292 6 0 16 0 22 3 0 2 0 5 1405 % Lights 100% 98.9% 100% 0% 98.9% 100% 96.9% 100% 0% 97.0% 100% 0% 100% 0% 100% 100% 0% 100% 0% 100% 98.5% Articulated Trucks 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 % Articulated Trucks 0% 0.1% 0% 0% 0.1% 0% 0.3% 0% 0% 0.3% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0.1% Buses and Single -Unit Trucks 0 11 0 0 11 0 8 0 0 8 0 0 0 0 0 0 0 0 0 0 19 % Buses and Single -Unit Trucks 0% 1.0% 0% 0% 1.0% 0% 2.8% 0% 0% 2.7% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 1.3% *L: Left, R: Right, T: Thru, U: U-Turn 3 of 4 Mt.Comfort & Woodlark - TMC Fri Apr 18, 2025 AM Peak (7:15 AM - 8:15 AM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291602, Location: 36.092755,-94.200985 00 M Ln CV M a ro a1 ,—, 7 4-1 o ~ 00 M 0 1088 E 3 [N] North Total: 19 In:5 Out:14 rNM �f.0 Out: 7 In: 22 Total: 29 [S] South EC i Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US 7 290 4 O M pp a-J 0 Ln Lu 0 W r-I r-I O 4of4 W.Comfort & Woodlark - TMC Thu Apr 17, 2025 Full Length (4 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291604, Location: 36.092755,-94.200985 n". Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US Leg Direction West Eastbound East Westbound South Northbound North Southbound Time L T R U App L T R U App L T R U App L T R U App Int 2025-04-17 4:OOPM 2 130 0 0 132 3 284 3 0 290 0 0 2 0 2 0 0 0 0 0 424 4:15PM 5 141 0 0 146 2 291 4 0 297 1 0 0 0 1 0 0 1 0 1 445 4:30PM 1 164 1 0 166 2 283 6 0 2911 2 0 4 0 6 0 0 2 0 2 465 4:45PM 1 165 1 0 167 2 348 5 0 355 1 0 1 0 2 1 0 4 0 5 529 Hourly Total 9 600 2 0 611 9 1206 18 0 1233 4 0 7 0 11 1 0 7 0 8 1863 5:OOPM 3 174 5 0 182 4 360 4 0 368 0 0 0 0 0 2 0 4 0 6 556 5:15PM 0 178 5 0 183 1 384 6 0 391 0 0 2 0 2 2 0 3 0 5 581 5:30PM 3 174 2 0 179 1 289 3 0 293 0 0 2 0 2 3 0 1 0 4 478 5:45PM 3 181 3 0 187 3 232 3 0 238 1 0 1 0 2 0 0 6 0 6 433 Hourly Total 9 707 15 0 731 9 1265 16 0 1290 1 0 5 0 6 7 0 14 0 21 2048 Total 18 1307 17 0 1342 18 2471 34 0 2523 5 0 12 0 17 8 0 21 0 29 3911 %Approach 1.3% 97.4% 1.3% 0% - 0.7% 97.9% 1.3% 0% - 29.4% 0% 70.6% 0% - 27.6% 0% 72.4% 0% - - %Total 0.5% 33.4% 0.4% 0% 34.3% 0.5% 63.2% 0.9% 0% 64.5% 0.1% 0% 0.3% 0% 0.4% 0.2% 0% 0.5% 0% 0.7% - Lights 18 1288 17 0 1323 18 2453 34 0 2505 5 0 12 0 17 8 0 21 0 29 3874 % Lights 100% 98.5% 100% 0% 98.6% 100% 99.3% 100% 0% 99.3% 100% 0% 100% 0% 100% 100% 0% 100% 0% 100% 99.1% Articulated Trucks 0 2 0 0 2 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 4 % Articulated Trucks 0% 0.2% 0% 0% 0.1% 0% 0.1% 0% 0% 0.1% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0.1% Buses and Single -Unit Trucks 0 17 0 0 171 0 16 0 0 16 0 0 0 0 01 0 0 0 0 0 33 % Buses and Single -Unit Trucks 0% 1.3% 0% 0% 1.3% 0% 0.6% 0% 0% 0.6% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0.8% *L: Left, R: Right, T: Thru, U: U-Turn 1 of 4 Mt.Comfort & Woodlark - TMC Thu Apr 17, 2025 Full Length (4 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291604, Location: 36.092755,-94.200985 rn N a--J Ln 7 O o M ,—, (a N 18 o ~ 1307 C 17 [N] North Total: 81 In:29 Out:52 �00 N LnN r1 Out: 35 In: 17 Total: 52 [S] South EC i Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US 34 m N 2471 1`r'., O a--� Ln In 00 18 ry) o rr)N o W O 2of4 W.Comfort & Woodlark - TMC Thu Apr 17, 2025 PM Peak (4:45 PM - 5:45 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291604, Location: 36.092755,-94.200985 n". Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US Leg Direction West Eastbound East Westbound South Northbound North Southbound Time L T R U App L T R U App L T R U App L T R U App Int 2025-04-17 4:45PM 1 165 1 0 167 2 348 5 0 355 1 0 1 0 2 1 0 4 0 5 529 S:OOPM 3 174 5 0 182 4 360 4 0 368 0 0 0 0 0 2 0 4 0 6 556 5:15PM 0 178 5 0 183 1 384 6 0 391 0 0 2 0 2 2 0 3 0 5 581 5:30PM 3 174 2 0 179 1 289 3 0 293 0 0 2 0 2 3 0 1 0 4 478 Total 7 691 13 0 711 8 1381 18 0 1407 1 0 5 0 6 8 0 12 0 20 2144 %Approach 1.0% 97.2% 1.8% 0% - 0.6% 98.2% 1.3% 0% - 16.7% 0% 83.3% 0% - 40.0% 0% 60.0% 0% - % Total 0.3% 32.2% 0.6% 0% 33.2% 0.4% 64.4% 0.8% 0% 65.6% 0% 0% 0.2% 0% 0.3% 0.4% 0% 0.6% 0% 0.9% PBF 0.583 0.971 0.650 - 0.971 0.500 0.899 0.750 - 0.900 0.250 - 0.625 - 0.750 0.667 - 0.750 - 0.833 0.923 Lights 7 689 13 0 709 8 1373 18 0 1399 1 0 5 0 6 8 0 12 0 20 2134 % Lights 100% 99.7% 100% 0% 99.7% 100% 99.4% 100% 0% 99.4% 100% 0% 100% 0% 100% 100% 0% 100% 0% 100% 99.5% Articulated Trucks 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 % Articulated Trucks 0% 0.1% 0% 0% 0.1% 0% 0.1% 0% 0% 0.1% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0.1% Buses and Single -Unit Trucks 0 1 0 0 1 0 7 0 0 7 0 0 0 0 0 0 0 0 0 0 8 % Buses and Single -Unit Trucks 0% 0.1% 0% 0% 0.1% 0% 0.5% 0% 0% 0.5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0.4% *L: Left, R: Right, T: Thru, U: U-Turn 3 of 4 Mt.Comfort & Woodlark - TMC Thu Apr 17, 2025 PM Peak (4:45 PM - 5:45 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291604, Location: 36.092755,-94.200985 d' M a-' Ln u, i o O N 7 4-1 691 C 13 I� [N] North Total: 45 In:20 Out:25 N W rl gun Out: 21 In: 6 Total: 27 [S] South EC i Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US 18 n O 1381 +­1 8 N ro ,zj. ro — O O W u 7 O 4of4 W.Comfort & Raven - TMC Mon Apr 21, 2025 Full Length (7 AM-9 AM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291609, Location: 36.09271,-94.197452 Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US Leg Direction West Eastbound East Westbound North Southbound Time L T U App T R U App L R U App Int 2025-04-217:OOAM 1 268 0 269 90 1 0 91 0 1 0 1 361 7:15AM 3 404 0 407 120 0 0 120 1 1 0 2 529 7:30AM 0 445 0 445 109 2 0 111 0 0 0 0 556 7:45AM 3 361 0 364 118 7 0 125 1 1 0 2 491 Hourly Total 7 1478 0 1485 437 10 0 447 2 3 0 5 1937 8:OOAM 0 342 0 342 87 1 0 88 4 0 0 4 434 8:15AM 0 284 0 284 95 2 0 97 4 0 0 4 385 8:30AM 1 206 0 207 121 2 0 123 1 0 0 1 331 8:45AM 0 176 0 176 128 2 0 130 3 0 0 3 309 Hourly Total 1 1008 0 1009 431 7 0 438 12 0 0 12 1459 9:OOAM 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 8 2486 0 2494 868 17 0 885 14 3 0 17 3396 %Approach 0.3% 99.7% 0% - 98.1% 1.9% 0% - 82.4% 17.6% 0% - - %Total 0.2% 73.2% 0% 73.4% 25.6% 0.5% 0% 26.1% 0.4% 0.1% 0% 0.5% - Lights 8 2464 0 2472 850 17 0 867 14 3 0 17 3356 %Lights 100% 99.1% 0% 99.1% 97.9% 100% 0% 98.0% 100% 100% 0% 100% 98.8% Articulated Trucks 0 2 0 2 2 0 0 2 0 0 0 0 4 % Articulated Trucks 0% 0.1% 0% 0.1% 0.2% 0% 0% 0.2% 0% 0% 0% 0% 0.1% Buses and Single -Unit Trucks 0 20 0 20 16 0 0 16 0 0 0 0 36 % Buses and Single -Unit Trucks 0% 0.8% 0% 0.8% 1.8% 0% 0% 1.8% 0% 0% 0% 0% 1.1% *L: Left, R: Right, T: Thru, U: U-Turn 1 of 4 Mt.Comfort & Raven - TMC Mon Apr 21, 2025 Full Length (7 AM-9 AM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291609, Location: 36.09271,-94.197452 [N] North Total: 42 In:17 Out:25 F1 �n; Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US 00 17 0000 Ln Lf1 ; 00 Ln 4-1 m p 868 ro Ln ro M M 41 o 0 o W u dl Ln F- � 2486 N c � — O 2of4 W.Comfort & Raven - TMC Mon Apr 21, 2025 AM Peak (7:15 AM - 8:15 AM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291609, Location: 36.09271,-94.197452 Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US Leg Direction West Eastbound East Westbound North Southbound Time L T U App T R U App L R U App Int 2025-04-217:15AM 3 404 0 407 120 0 0 120 1 1 0 2 529 7:30AM 0 445 0 445 109 2 0 111 0 0 0 0 556 7:45AM 3 361 0 364 118 7 0 125 1 1 0 2 491 8:OOAM 0 342 0 342 87 1 0 88 4 0 0 4 434 Total 6 1552 0 1558 434 10 0 444 6 2 0 8 2010 % Approach 0.4% 99.6% 0% - 97.7% 2.3% 0% - 75.0% 25.0% 0% - %Total 0.3% 77.2% 0% 77.5% 21.6% 0.5% 0% 22.1% 0.3% 0.1% 0% 0.4% - PHF 0.500 0.872 - 0.875 0.904 0.357 - 0.888 0.375 0.500 - 0.500 0.904 Lights 6 1543 0 1549 429 10 0 439 6 2 0 8 1996 % Lights 100% 99.4% 0% 99.4% 98.8% 100% 0% 98.9% 100% 100% 0% 100% 99.3% Articulated Trucks 0 1 0 1 0 0 0 0 0 0 0 0 1 % Articulated Trucks 0% 0.1% 0% 0.1% 0% 0% 0% 0% 0% 0% 0% 0% 0% Buses and Single -Unit Trucks 0 8 0 8 5 0 0 51 0 0 0 0 13 % Buses and Single -Unit Trucks 0% 0.5% 0% 0.5% 1.2% 0% 0% 1.1% 0% 0% 0% 0% 0.6% *L: Left, R: Right, T: Thru, U: U-Turn 3 of 4 Mt.Comfort & Raven - TMC Mon Apr 21, 2025 AM Peak (7:15 AM - 8:15 AM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291609, Location: 36.09271,-94.197452 Lo ry) a-J 41 O A 1552 c [N] North Total: 24 In:8 Out:16 Nl0 �n; Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US 10 434 N a-J O O � N ro I w L6 00 �O w Ln u Ln r4 4. O 4of4 W.Comfort & Raven - TMC Mon Apr 21, 2025 Full Length (4 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291607, Location: 36.09271,-94.197452 Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US Leg Direction West Eastbound East Westbound North Southbound Time L T U App T R U App L R U App Int 2025-04-214:OOPM 2 138 0 140 291 6 0 297 3 1 0 4 441 4:15PM 0 131 0 131 347 5 0 352 0 0 0 0 483 4:30PM 2 147 0 149 355 14 0 369 1 1 0 2 520 4:45PM 1 147 0 148 331 9 0 340 1 2 0 3 491 Hourly Total 5 563 0 568 1324 34 0 1358 5 4 0 9 1935 5:OOPM 2 205 0 207 394 5 0 399 0 3 0 3 609 5:15PM 3 180 0 183 412 9 0 421 2 2 0 4 608 5:30PM 0 192 0 192 367 11 0 378 1 2 0 3 573 5:45PM 2 164 0 166 287 7 0 294 2 1 0 3 463 Hourly Total 7 741 0 748 1460 32 0 1492 5 8 0 13 2253 Total 12 1304 0 1316 2784 66 0 2850 10 12 0 22 4188 %Approach 0.9% 99.1% 0% - 97.7% 2.3% 0% - 45.5% 54.5% 0% - - %Total 0.3% 31.1% 0% 31.4% 66.5% 1.6% 0% 68.1% 0.2% 0.3% 0% 0.5% - Lights 12 1287 0 1299 2773 66 0 2839 10 12 0 22 4160 % Lights 100% 98.7% 0% 98.7% 99.6% 100% 0% 99.6% 100% 100% 0% 100% 99.3% Articulated Trucks 0 2 0 2 3 0 0 3 0 0 0 0 5 % Articulated Trucks 0% 0.2% 0% 0.2% 0.1% 0% 0% 0.1% 0% 0% 0% 0% 0.1% Buses and Single -Unit Trucks 0 15 0 15 8 0 0 81 0 0 0 01 23 % Buses and Single -Unit Trucks 0% 1.2% 0% 1.1% 0.3% 0% 0% 0.3% 0% 0% 0% 0%1 0.5% *L: Left, R: Right, T: Thru, U: U-Turn 1 of 4 Mt.Comfort & Raven - TMC Mon Apr 21, 2025 Full Length (4 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291607, Location: 36.09271,-94.197452 H a--J N 4- Ln -, 7 a1 —1 O . O 0 r) c 12 1304 [N] North Total: 100 In:22 Out:78 NO r-1 r-i AL �n; Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US 66 0 Ln 0 2784 C a--� r I U') w w rn 0 u O 2of4 W.Comfort & Raven - TMC Mon Apr 21, 2025 PM Peak (4:45 PM - 5:45 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291607, Location: 36.09271,-94.197452 Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US Leg Direction West Eastbound East Westbound North Southbound Time L T U App T R U App L R U App Int 2025-04-214:45PM 1 147 0 148 331 9 0 340 1 2 0 3 491 S:OOPM 2 205 0 207 394 5 0 399 0 3 0 3 609 5:15PM 3 180 0 183 412 9 0 421 2 2 0 4 608 5:30PM 0 192 0 192 367 11 0 378 1 2 0 3 573 Total 6 724 0 730 1504 34 0 1538 4 9 0 13 2281 %Approach 0.8% 99.2% 0% - 97.8% 2.2% 0% - 30.8% 69.2% 0% - - %Total 0.3% 31.7% 0% 32.0% 65.9% 1.5% 0% 67.4% 0.2% 0.4% 0% 0.6% - PI-IE 0.500 0.883 - 0.882 0.913 0.773 - 0.913 0.500 0.750 - 0.813 0.936 Lights 6 717 0 723 1500 34 0 1534 4 9 0 13 2270 % Lights 100% 99.0% 0% 99.0% 99.7% 100% 0% 99.7% 100% 100% 0% 100% 99.5% Articulated Trucks 0 2 0 2 2 0 0 2 0 0 0 0 4 % Articulated Trucks 1 0% 0.3% 0% 0.3% 0.1% 0% 0% 0.1% 0% 0% 0% 0% 0.2% Buses and Single -Unit Trucks 0 5 0 5 2 0 0 2 0 0 0 0 7 % Buses and Single -Unit Trucks 0% 0.7% 0% 0.7%1 0.1% 0% 0% 0.1% 0% 0% 0% 0%1 0.3% *L: Left, R: Right, T: Thru, U: U-Turn 3 of 4 Mt.Comfort & Raven - TMC Mon Apr 21, 2025 PM Peak (4:45 PM - 5:45 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291607, Location: 36.09271,-94.197452 m Ln 6 724 [N] North Total: 53 In:13 Out:40 rnlzt I& �M; Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US 34 00 m Ln 1504 � +� N ro N w O W u O 4of4 Mt.Comfort & Shiloh - TMC Tue Apr 22, 2025 Full Length (7 AM-9:15 AM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291612, Location: 36.092676,-94.193729 n". Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US Leg Direction West Eastbound East Westbound South Northbound North Southbound Time L T R U App L T R U App L T R U App L T R U App Int 2025-04-22 7:OOAM 27 227 7 0 261 14 96 19 0 129 4 8 9 0 21 47 1 11 0 59 470 7:15AM 57 359 6 0 422 17 87 18 0 122 4 5 15 0 24 61 5 21 0 87 655 7:30AM 67 352 8 0 427 23 122 19 0 164 4 5 18 1 28 53 5 7 0 65 684 7:45AM 79 334 16 0 429 23 83 28 0 134 7 4 15 0 26 63 9 6 0 78 667 Hourly Total 230 1272 37 0 1539 77 388 84 0 549 19 22 57 1 99 224 20 45 0 289 2476 8:OOAM 67 308 10 0 385 25 79 24 0 128 0 3 15 0 18 53 6 12 0 71 602 8:15AM 51 249 5 0 305 19 73 15 0 107 3 4 9 0 16 51 3 10 0 64 492 8:30AM 32 171 4 0 207 10 94 20 1 125 0 3 10 0 13 50 3 10 0 63 408 8:45AM 46 148 2 0 196 10 102 27 0 139 4 2 11 0 17 48 6 18 0 72 424 Hourly Total 196 876 21 0 1093 64 348 86 1 499 7 12 45 0 64 202 18 50 0 270 1926 9:OOAM 25 129 1 0 155 6 72 9 0 87 2 3 9 0 14 30 4 13 0 47 303 9:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 25 129 1 0 155 6 72 9 0 87 2 3 9 0 14 30 4 13 0 47 303 Total 451 2277 59 0 2787 147 808 179 1 1135 28 37 111 1 177 456 42 108 0 606 4705 %Approach 16.2% 81.7% 2.1% 0% - 13.0% 71.2% 15.8% 0.1% - 15.8% 20.9% 62.7% 0.6% - 75.2% 6.9% 17.8% 0% - - %Total 9.6% 48.4% 1.3% 0% 59.2% 3.1% 17.2% 3.8% 0% 24.1% 0.6% 0.8% 2.4% 0% 3.8% 9.7% 0.9% 2.3% 0% 12.9% - Lights 449 2249 56 0 2754 141 788 171 1 1101 23 37 104 1 165 449 38 102 0 589 4609 %Lights 99.6% 98.8% 94.9% 0% 98.8% 95.9% 97.5% 95.5% 100% 97.0% 82.1% 100% 93.7% 100% 93.2% 98.5% 90.5% 94.4% 0% 97.2% 98.0% Articulated Trucks 0 3 0 0 3 1 2 3 0 6 0 0 1 0 1 2 1 0 0 3 13 % Articulated Trucks 0% 0.1% 0% 0% 0.1% 0.7% 0.2% 1.7% 0% 0.5% 0% 0% 0.9% 0% 0.6% 0.4% 2.4% 0% 0% 0.5% 0.3% Buses and Single -Unit Trucks 2 25 3 0 30 5 18 5 0 28 5 0 6 0 11 5 3 6 0 14 83 % Buses and Single -Unit Trucks 0.4% 1.1% 5.1% 0% 1.1% 3.4% 2.2% 2.8% 0% 2.5% 17.9% 0% 5.4% 0% 6.2% 1.1% 7.1% 5.6% 0% 2.3% 1.8% *L: Left, R: Right, T: Thru, U: U-Turn 1 of 4 Mt.Comfort & Shiloh - TMC Tue Apr 22, 2025 Full Length (7 AM-9:15 AM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291612, Location: 36.092676,-94.193729 4 O M ^ ra 451 4-1 u 00 r- (V E 2277 59 [N] North Total: 1273 In:606 Out:667 00 N O � Ln ­100r� Nm� Out: 249 In: 177 Total: 426 [S] South Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US 179 ,n M 808 o +, 147 c rn Ln Lu 0 LL1 Ln u 00 N 7 O 2of4 W.Comfort & Shiloh - TMC Tue Apr 22, 2025 AM Peak (7:15 AM - 8:15 AM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291612, Location: 36.092676,-94.193729 n". Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US Leg Direction West Eastbound East Westbound South Northbound North Southbound Time L T R U App L T R U App L T R U App L T R U App Int 2025-04-22 7:15AM 57 359 6 0 422 17 87 18 0 122 4 5 15 0 24 61 5 21 0 87 655 7:30AM 67 352 8 0 427 23 122 19 0 164 4 5 18 1 28 53 5 7 0 65 684 7:45AM 79 334 16 0 429 23 83 28 0 134 7 4 15 0 26 63 9 6 0 78 667 8:OOAM 67 308 10 0 385 25 79 24 0 128 0 3 15 0 18 53 6 12 0 71 602 Total 270 1353 40 0 1663 88 371 89 0 548 15 17 63 1 96 230 25 46 0 301 2608 %Approach 16.2% 81.4% 2.4% 0% - 16.1% 67.7% 16.2% 0% - 15.6% 17.7% 65.6% 1.0% - 76.4% 8.3% 15.3% 0% - - %Total 10.4% 51.9% 1.5% 0% 63.8% 3.4% 14.2% 3.4% 0% 21.0% 0.6% 0.7% 2.4% 0% 3.7% 8.8% 1.0% 1.8% 0% 11.5% - PBF 0.854 0.942 0.625 - 0.969 0.880 0.760 0.795 - 0.835 0.536 0.850 0.875 0.250 0.857 0.913 0.694 0.548 - 0.865 0.953 Lights 270 1340 40 0 1650 86 363 84 0 533 15 17 60 1 93 227 22 44 0 293 2569 % Lights 100% 99.0% 100% 0% 99.2% 97.7% 97.8% 94.4% 0% 97.3% 100% 100% 95.2% 100% 96.9% 98.7% 88.0% 95.7% 0% 97.3% 98.5% Articulated Trucks 0 1 0 0 1 1 2 2 0 5 0 0 0 0 0 1 1 0 0 2 8 % Articulated Trucks 0% 0.1% 0% 0% 0.1% 1.1% 0.5% 2.2% 0% 0.9% 0% 0% 0% 0% 0% 0.4% 4.0% 0% 0% 0.7% 0.3% Buses and Single -Unit Trucks 0 12 0 0 121 1 6 3 0 101 0 0 3 0 3 2 2 2 0 61 31 % Buses and Single -Unit Trucks 0% 0.9% 0% 0% 0.7%1 1.1% 1.6% 3.4% 0% 1.8% 0% 0% 4.8% 0% 3.1% 0.9% 8.0% 4.3% 0% *L: Left, R: Right, T: Thru, U: U-Turn 3 of 4 Mt.Comfort & Shiloh - TMC Tue Apr 22, 2025 AM Peak (7:15 AM - 8:15 AM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291612, Location: 36.092676,-94.193729 N ro 4-J L j00 N ^ 2704-1 O ro r' 1353 E 40 [N] North Total: 677 In: 301 Out: 376 �0 Ln o �tN m N r-i Lnr-m ­1 ­1 �0 Out: 154 In: 96 Total: 250 [S] South EC i i Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US 89 371 88 00 lzt L 4-J Ln t6 N LU w � � u r-I O 4of4 Deane Solomon & Shiloh - TMC Tue Apr 22, 2025 Full Length (4 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291593, Location: 36.094052,-94.193257 n". Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US Leg Direction West Eastbound East Westbound South Northbound North Southbound Time L T R U App L T R U App L T R U App L T R U App lot 2025-04-22 4:OOPM 30 20 2 0 52 0 80 8 0 88 1 0 0 0 1 2 0 35 0 37 178 4:15PM 39 21 3 0 63 0 75 8 0 83 0 1 0 0 1 3 0 26 0 29 176 4:30PM 37 23 2 0 62 0 81 5 0 86 1 0 1 0 2 2 0 36 0 38 188 4:45PM 32 30 0 0 62 1 101 10 0 112 1 1 0 0 2 1 1 29 0 31 207 Hourly Total 138 94 7 0 239 1 337 31 0 369 3 2 1 0 6 8 1 126 0 135 749 5:OOPM 37 18 3 0 58 1 115 4 0 120 4 0 2 0 6 2 0 48 0 50 234 5:15PM 24 18 2 0 44 1 96 10 0 107 1 2 0 0 3 1 0 34 0 35 189 5:30PM 33 17 3 0 53 0 118 6 0 124 2 1 0 0 3 1 0 70 0 71 251 5:45PM 26 12 4 0 42 0 79 7 0 86 1 2 0 0 3 2 1 51 0 54 185 Hourly Total 120 65 12 0 197 2 408 27 0 437 8 5 2 0 15 6 1 203 0 210 859 Total 258 159 19 0 436 3 745 58 0 806 11 7 3 0 21 14 2 329 0 345 1608 %Approach 59.2% 36.5% 4.4% 0% - 0.4% 92.4% 7.2% 0% - 52.4% 33.3% 14.3% 0% - 4.1% 0.6% 95.4% 0% - - %Total 16.0% 9.9% 1.2% 0% 27.1% 0.2% 46.3% 3.6% 0% 50.1% 0.7% 0.4% 0.2% 0% 1.3% 0.9% 0.1% 20.5% 0% 21.5% - Lights 257 159 19 0 435 3 740 58 0 801 11 7 3 0 21 14 2 325 0 341 1598 % Lights 99.6% 100% 100% 0% 99.8% 100% 99.3% 100% 0% 99.4% 100% 100% 100% 0% 100% 100% 100% 98.8% 0% 98.8% 99.4% Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Articulated Trucks 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Buses and Single -Unit Trucks 1 0 0 0 1 0 5 0 0 51 0 0 0 0 0 0 0 4 0 41 10 % Buses and Single -Unit Trucks 0.4% 0% 0% 0% 0.2% 0% 0.7% 0% 0% 0.6% 0% 0% 0% 0% 0% 0% 0% 1.2% 0% 1.2% *L: Left, R: Right, T: Thru, U: U-Turn 1 of 4 Deane Solomon & Shiloh - TMC Tue Apr 22, 2025 Full Length (4 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291593, Location: 36.094052,-94.193257 V M 258 159 19 [N] North Total: 668 In:345 Out:323 rn (V N rn 1-4 r-M Out: 24 In: 21 Total: 45 [S] South EC i i Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US 58 0 745 00 C N a--� 3 O1 ro w � o W O 2of4 Deane Solomon & Shiloh - TMC Tue Apr 22, 2025 PM Peak (4:45 PM - 5:45 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291593, Location: 36.094052,-94.193257 n". Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US Leg Direction West Eastbound East Westbound South Northbound North Southbound Time L T R U App L T R U App L T R U App L T R U App lot 2025-04-22 4:45PM 32 30 0 0 62 1 101 10 0 112 1 1 0 0 2 1 1 29 0 31 207 S:OOPM 37 18 3 0 58 1 115 4 0 120 4 0 2 0 6 2 0 48 0 50 234 5:15PM 24 18 2 0 44 1 96 10 0 107 1 2 0 0 3 1 0 34 0 35 189 5:30PM 33 17 3 0 53 0 118 6 0 124 2 1 0 0 3 1 0 70 0 71 251 Total 126 83 8 0 217 3 430 30 0 463 8 4 2 0 14 5 1 181 0 187 881 % Approach 58.1% 38.2% 3.7% 0% - 0.6% 92.9% 6.5% 0% - 57.1% 28.6% 14.3% 0% - 2.7% 0.5% 96.8% 0% - - %Total 14.3% 9.4% 0.9% 0% 24.6% 0.3% 48.8% 3.4% 0% 52.6% 0.9% 0.5% 0.2% 0% 1.6% 0.6% 0.1% 20.5% 0% 21.2% - PBF 0.851 0.692 0.667 - 0.875 0.750 0.911 0.750 - 0.933 0.500 0.500 0.250 - 0.583 0.625 0.250 0.646 - 0.658 0.877 Lights 126 83 8 0 217 3 425 30 0 458 8 4 2 0 14 5 1 180 0 186 875 %Lights 100% 100% 100% 0% 100% 100% 98.8% 100% 0% 98.9% 100% 100% 100% 0% 100% 100% 100% 99.4% 0% 99.5% 99.3% Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Articulated Trucks 0% 0% 0% 0% 0% 0% 0% 0% 0% 00/0 0% 0% 0% 0% 00/0 0% 0% 0% 0% 0% 0% Buses and Single -Unit Trucks 0 0 0 0 01 0 5 0 0 5 0 0 0 0 0 0 0 1 0 1 6 % Buses and Single -Unit Trucks 0% 0% 0% 0% 09/6 0% 1.2% 0% 0% 1.1% 0% 0% 0% 0% 0% 0% 0% 0.6% 0% 0.5% 0.7% *L: Left, R: Right, T: Thru, U: U-Turn 3 of 4 Deane Solomon & Shiloh - TMC Tue Apr 22, 2025 PM Peak (4:45 PM - 5:45 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291593, Location: 36.094052,-94.193257 rn +- Ln k.0 O M �00 ^ `� r' 126 N u 83 c 8 [N] North Total: 347 In:187 Out:160 00 ­1 Ln IVF 00 �tN Out: 12 In: 14 Total: 26 [S] South Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US 30 M 430 `1' E M a-J Lr) LA 3 Ln M w ro 0 o W � � u O 4of4 Emil Dr. & Deane Solomon Rd. - TMC Wed Apr 23, 2025 Full Length (7 AM-9 AM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291599, Location: 36.095952,-94.193505 n". Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US Leg Direction West Eastbound East Westbound South Northbound North Southbound Time L T R U App L T R U App L T R U App L T R U App lot 2025-04-23 7:OOAM 4 0 20 0 24 0 0 0 0 0 4 13 0 0 17 0 29 1 0 30 71 7:15AM 3 0 29 0 32 0 0 0 0 0 1 15 0 0 16 0 30 1 0 31 79 7:30AM 6 0 33 0 39 0 0 0 0 0 5 16 0 0 21 0 40 1 0 41 101 7:45AM 8 0 36 0 44 0 0 0 0 0 3 23 0 0 26 0 41 2 0 43 113 Hourly Total 21 0 118 0 139 0 0 0 0 0 13 67 0 0 80 0 140 5 0 145 364 8:OOAM 1 0 26 0 27 0 0 0 0 0 5 20 0 0 25 0 36 1 0 37 89 8:15AM 4 0 18 0 22 0 0 0 0 0 4 10 0 0 14 0 33 1 0 34 70 8:30AM 3 0 13 0 16 0 0 0 0 0 8 15 0 0 23 0 26 0 0 26 65 8:45AM 3 0 6 0 9 0 0 0 0 0 5 20 1 0 26 0 21 0 0 21 56 Hourly Total 11 0 63 0 74 0 0 0 0 0 22 65 1 0 88 0 116 2 0 118 280 Total 32 0 181 0 213 0 0 0 0 0 35 132 1 0 168 0 256 7 0 263 644 %Approach 15.0% 0% 85.0% 0% - 0% 0% 0% 0% - 20.8% 78.6% 0.6% 0% - 0% 97.3% 2.7% 0% - - %Total 5.0% 0% 28.1% 0% 33.1% 0% 0% 0% 0% 0% 5.4% 20.5% 0.2% 0% 26.1% 0% 39.8% 1.1% 0% 40.8% - Lights 32 0 180 0 212 0 0 0 0 0 35 128 1 0 164 0 249 7 0 256 632 % Lights 100% 0% 99.4% 0% 99.5% 0% 0% 0% 0% - 100% 97.0% 100% 0% 97.6% 0% 97.3% 100% 0% 97.3% 98.1% Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Articulated Trucks 0% 0% 0% 0% 0% 0% 0% 0% 0% - 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Buses and Single -Unit Trucks 0 0 1 0 11 0 0 0 0 0 0 4 0 0 4 0 7 0 0 7 12 % Buses and Single -Unit Trucks 0% 0% 0.6% 0% 0.5% 0% 0% 0% 0% - 0% 3.0% 0% 0% 2.4% 0% 2.7% 0% 0% 2.7% 1.99/6 L: Left, R: Right, T: Thru, U: U-Turn 1 of 4 Emil Dr. & Deane Solomon Rd. - TMC Wed Apr 23, 2025 Full Length (7 AM-9 AM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291599, Location: 36.095952,-94.193505 (V (n Ln 7 , N 4-1 m 32 N 181 C [N] North Total: 427 In:263 Out:164 110 r- Ln N Ln N r4 m ro Out: 437 In: 168 Total: 605 [S] South Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US 2of4 Emil Dr. & Deane Solomon Rd. - TMC Wed Apr 23, 2025 AM Peak (7:15 AM - 8:15 AM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291599, Location: 36.095952,-94.193505 n". Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US Leg Direction West Eastbound East Westbound South Northbound North Southbound Time L T R U App L T R U App L T R U App L T R U App Int 2025-04-23 7:15AM 3 0 29 0 32 0 0 0 0 0 1 15 0 0 16 0 30 1 0 31 79 7:30AM 6 0 33 0 39 0 0 0 0 0 5 16 0 0 21 0 40 1 0 41 101 7:45AM 8 0 36 0 44 0 0 0 0 0 3 23 0 0 26 0 41 2 0 43 113 8:OOAM 1 0 26 0 27 0 0 0 0 0 5 20 0 0 25 0 36 1 0 37 89 Total 18 0 124 0 142 0 0 0 0 0 14 74 0 0 88 0 147 5 0 152 382 % Approach 12.7% 0% 87.3% 0% - 0% 0% 0% 0% - 15.9% 84.1% 0% 0% - 0% 96.7% 3.3% 0% - - % Total 4.7% 0% 32.5% 0% 37.2% 0% 0% 0% 0% 0% 3.7% 19.4% 0% 0% 23.0% 0% 38.5% 1.3% 0% 39.8% - PIF 0.563 - 0.861 - 0.807 - - - - - 0.700 0.804 - - 0.846 - 0.896 0.625 - 0.884 0.845 Lights 18 0 124 0 142 0 0 0 0 0 14 73 0 0 87 0 144 5 0 149 378 % Lights 100% 0% 100% 0% 100% 0% 0% 0% 0% - 100% 98.6% 0% 0% 98.9% 0% 98.0% 100% 0% 98.0% 99.0% Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Articulated Trucks 0% 0% 0% 0% 0% 0% 0% 0% 0% - 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Buses and Single -Unit Trucks 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 3 0 0 3 4 % Buses and Single -Unit Trucks 0% 0% 0% 0% 00/0 0% 0% 0% 0% - 0% 1.4% 0% 0% 1.1% 0% 2.0% 0% 0% 2.0% 1.0% *L: Left, R: Right, T: Thru, U: U-Turn 3 of 4 Emil Dr. & Deane Solomon Rd. - TMC Wed Apr 23, 2025 AM Peak (7:15 AM - 8:15 AM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291599, Location: 36.095952,-94.193505 M +-J +� Ln 1,0 O 4� 18 rl — 124 [N] North Total: 244 In:152 Out:92 L r- Out: 271 In: 88 Total: 359 [S] South TRCD��'- - Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US 4of4 Emil Dr. & Deane Solomon Rd. - TMC Tue Apr 22, 2025 Full Length (4 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291598, Location: 36.095952,-94.193505 n". Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US Leg Direction West Eastbound East Westbound South Northbound North Southbound Time L T R U App L T R U App L T R U App L T R U App Int 2025-04-22 4:OOPM 2 0 7 0 9 0 0 1 0 1 14 26 0 0 40 1 31 4 0 36 86 4:15PM 2 0 5 0 7 0 0 0 0 0 17 28 0 0 45 0 24 2 0 26 78 4:30PM 2 0 14 0 16 0 0 0 0 0 17 28 0 0 45 0 23 3 0 26 87 4:45PM 3 0 9 0 12 0 0 1 0 1 8 33 0 0 41 1 23 5 0 29 83 Hourly Total 9 0 35 0 44 0 0 2 0 2 56 115 0 0 171 2 101 14 0 117 334 5:OOPM 3 0 12 0 15 0 0 0 0 0 14 25 0 0 39 0 39 2 0 41 95 5:15PM 3 0 4 0 7 0 0 0 0 0 12 27 0 0 39 2 30 3 0 35 81 5:30PM 3 0 18 0 21 2 0 0 0 2 15 20 2 0 37 0 50 4 0 54 114 5:45PM 2 0 15 0 17 0 0 2 0 2 13 24 0 0 37 0 38 4 0 42 98 Hourly Total 11 0 49 0 60 2 0 2 0 4 54 96 2 0 152 2 157 13 0 172 388 Total 20 0 84 0 104 2 0 4 0 6 110 211 2 0 323 4 258 27 0 289 722 %Approach 19.2% 0% 80.8% 0% - 33.3% 0% 66.7% 0% - 34.1% 65.3% 0.6% 0% - 1.4% 89.3% 9.3% 0% - - %Total 2.8% 0% 11.6% 0% 14.4% 0.3% 0% 0.6% 0% 0.8% 15.2% 29.2% 0.3% 0% 44.7% 0.6% 35.7% 3.7% 0% 40.0% - Lights 20 0 84 0 104 2 0 4 0 6 110 210 2 0 322 4 255 27 0 286 718 % Lights 100% 0% 100% 0% 100% 100% 0% 100% 0% 1000/6 100% 99.5% 100% 0% 99.7% 100% 98.8% 100% 0% 99.0% 99.4% Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Articulated Trucks 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Buses and Single -Unit Trucks 0 0 0 0 0 0 0 0 0 0 0 1 0 0 11 0 3 0 0 3 4 % Buses and Single -Unit Trucks 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0.5% 0% 0% 0.3% 0% 1.2% 0% 0% 1.0% 0.6% *L: Left, R: Right, T: Thru, U: U-Turn 1 of 4 Emil Dr. & Deane Solomon Rd. - TMC Tue Apr 22, 2025 Full Length (4 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291598, Location: 36.095952,-94.193505 20 84 [N] North Total: 524 In:289 Out:235 r- 00 N Ln lzt N 10ow— O r1 N r-I r-I ri N Out: 344 In: 323 Total: 667 [S] South EC i i Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US 4 2 N Ln w 1p 0 w O 2of4 Emil Dr. & Deane Solomon Rd. - TMC Tue Apr 22, 2025 PM Peak (5 PM - 6 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291598, Location: 36.095952,-94.193505 n". Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US Leg Direction West Eastbound East Westbound South Northbound North Southbound Time L T R U App L T R U App L T R U App L T R U App Int 2025-04-22 S:OOPM 3 0 12 0 15 0 0 0 0 0 14 25 0 0 39 0 39 2 0 41 95 5:15PM 3 0 4 0 7 0 0 0 0 0 12 27 0 0 39 2 30 3 0 35 81 5:30PM 3 0 18 0 21 2 0 0 0 2 15 20 2 0 37 0 50 4 0 54 114 5:45PM 2 0 15 0 17 0 0 2 0 2 13 24 0 0 37 0 38 4 0 42 98 Total 11 0 49 0 60 2 0 2 0 4 54 96 2 0 152 2 157 13 0 172 388 % Approach 18.3% 0% 81.7% 0% - 50.0% 0% 50.0% 0% - 35.5% 63.2% 1.3% 0% - 1.2% 91.3% 7.6% 0% - - %Total 2.8% 0% 12.6% 0% 15.5% 0.5% 0% 0.5% 0% 1.0% 13.9% 24.7% 0.5% 0% 39.2% 0.5% 40.5% 3.4% 0% 44.3% - PHF 0.917 - 0.681 - 0.714 0.250 - 0.250 - 0.500 0.900 0.889 0.250 - 0.974 0.250 0.785 0.813 - 0.796 0.851 Lights 11 0 49 0 60 2 0 2 0 4 54 96 2 0 152 2 156 13 0 171 387 %Lights 100% 0% 100% 0% 100% 100% 0% 100% 0% 100% 100% 100% 100% 0% 100% 100% 99.4% 100% 0% 99.4% 99.7% Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Articulated Trucks 0% 0% 0% 0% 0% 0% 0% 0% 0% 00/0 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Buses and Single -Unit Trucks 0 0 0 0 01 0 0 0 0 0 0 0 0 0 01 0 1 0 0 1 1 % Buses and Single -Unit Trucks 0% 0% 0% 0% 0% 0% 0% 0% 0% 00% 0% 0% 0% 0% 0% 0% 0.6% 0% 0% 0.6% 0.3% *L: Left, R: Right, T: Thru, U: U-Turn 3 of 4 Emil Dr. & Deane Solomon Rd. - TMC Tue Apr 22, 2025 PM Peak (5 PM - 6 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291598, Location: 36.095952,-94.193505 11 49 [N] North Total: 281 In:172 Out:109 rn Ln Ln N r-I �t lO N Ln O1 Out: 208 In: 152 Total: 360 [S] South EC i i Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US I C a-J 00 Ln W H W u 4.1 7 O 4of4 Deane Solomon & Shiloh - TMC Wed Apr 23, 2025 Full Length (7 AM-9 AM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291595, Location: 36.094052,-94.193257 n". Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US Leg Direction West Eastbound East Westbound South Northbound North Southbound Time L T R U App L T R U App L T R U App L T R U App Int 2025-04-23 7:OOAM 18 39 1 0 58 0 7 1 0 8 0 0 0 0 0 1 1 46 0 48 114 7:15AM 14 46 2 0 62 1 22 0 0 23 0 0 0 0 0 12 0 49 0 61 146 7:30AM 26 84 2 0 112 0 14 0 0 14 0 0 0 0 0 16 2 52 0 70 196 7:45AM 20 91 8 0 119 0 11 2 0 13 0 0 0 0 0 20 3 52 0 75 207 Hourly Total 78 260 13 0 351 1 54 3 0 58 0 0 0 0 0 49 6 199 0 254 663 8:OOAM 23 40 2 0 65 0 19 3 0 22 0 0 0 0 0 5 0 59 0 64 151 8:15AM 10 36 5 0 51 0 20 3 0 23 0 0 0 0 0 1 1 49 0 51 125 8:30AM 17 27 5 0 49 1 26 6 0 33 0 0 2 0 2 1 1 38 0 40 124 8:45AM 24 30 3 0 57 0 14 1 0 15 1 0 0 0 1 4 0 24 0 28 101 Hourly Total 74 133 15 0 222 1 79 13 0 93 1 0 2 0 3 11 2 170 0 183 501 Total 152 393 28 0 573 2 133 16 0 151 1 0 2 0 3 60 8 369 0 437 1164 % Approach 26.5% 68.6% 4.9% 0% - 1.3% 88.1% 10.6% 0% - 33.3% 0% 66.7% 0% - 13.7% 1.8% 84.4% 0% - - %Total 13.1% 33.8% 2.4% 0% 49.2% 0.2% 11.4% 1.4% 0% 13.0% 0.1% 0% 0.2% 0% 0.3% 5.2% 0.7% 31.7% 0% 37.5% - Lights 149 391 28 0 568 2 131 16 0 149 1 0 2 0 3 59 8 362 0 429 1149 %Lights 98.0% 99.5% 100% 0% 99.1% 100% 98.5% 100% 0% 98.7% 100% 0% 100% 0% 100% 98.3% 100% 98.1% 0% 98.2% 98.7% Articulated Trucks 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 % Articulated Trucks 0% 0.3% 0% 0% 0.2% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0.1% Buses and Single -Unit Trucks 3 1 0 0 4 0 2 0 0 2 0 0 0 0 01 1 0 7 0 8 14 % Buses and Single -Unit Trucks 2.0% 0.3% 0% 0% 0.7% 0% 1.5% 0% 0% 1.3% 0% 0% 0% 0% 0%1 1.7% 0% 1.9% 0% 1.8% 1.2% *L: Left, R: Right, T: Thru, U: U-Turn 1 of 4 Deane Solomon & Shiloh - TMC Wed Apr 23, 2025 Full Length (7 AM-9 AM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291595, Location: 36.094052,-94.193257 ry1 O Ln 4-J Ln �o =1 oO 0 152 � m Ln 393 28 [N] North Total: 605 In:437 Out:168 rn 110 000 m r-IN Out: 38 In: 3 Total: 41 [S] South Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US 16 133 2 ri Ln +� Ln w ,n o W Ln u lzt O 2of4 Deane Solomon & Shiloh - TMC Wed Apr 23, 2025 AM Peak (7:15 AM - 8:15 AM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291595, Location: 36.094052,-94.193257 n". Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US Leg Direction West Eastbound East Westbound South Northbound North Southbound Time L T R U App L T R U App L T R U App L T R U App Int 2025-04-23 7:15AM 14 46 2 0 62 1 22 0 0 23 0 0 0 0 0 12 0 49 0 61 146 7:30AM 26 84 2 0 112 0 14 0 0 14 0 0 0 0 0 16 2 52 0 70 196 7:45AM 20 91 8 0 119 0 11 2 0 13 0 0 0 0 0 20 3 52 0 75 207 8:OOAM 23 40 2 0 65 0 19 3 0 22 0 0 0 0 0 5 0 59 0 64 151 Total 83 261 14 0 358 1 66 5 0 72 0 0 0 0 0 53 5 212 0 270 700 % Approach 23.2% 72.9% 3.9% 0% - 1.4% 91.7% 6.9% 0% - 0% 0% 0% 0% - 19.6% 1.9% 78.5% 0% - - % Total 11.9% 37.3% 2.0% 0% 51.1% 0.1% 9.4% 0.7% 0% 10.3% 0% 0% 0% 0% 0% 7.6% 0.7% 30.3% 0% 38.6% - PIF 0.798 0.717 0.438 - 0.752 0.250 0.750 0.417 - 0.783 - - - - - 0.663 0.417 0.898 - 0.900 0.845 Lights 83 260 14 0 357 1 64 5 0 70 0 0 0 0 0 52 5 210 0 267 694 %Lights 100% 99.6% 100% 0% 99.7% 100% 97.0% 100% 0% 97.2% 0% 0% 0% 0% - 98.1% 100% 99.1% 0% 98.9% 99.1% Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Articulated Trucks 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% - 0% 0% 0% 0% 0% 0% Buses and Single -Unit Trucks 0 1 0 0 1 0 2 0 0 21 0 0 0 0 01 1 0 2 0 3 6 % Buses and Single -Unit Trucks 0% 0.4% 0% 0% 0.3% 0% 3.0% 0% 0% 2.8% 0% 0% 0% 0% - 1 1.9% 0% 0.9% 0% 1.1% 0.9% *L: Left, R: Right, T: Thru, U: U-Turn 3 of 4 Deane Solomon & Shiloh - TMC Wed Apr 23, 2025 AM Peak (7:15 AM - 8:15 AM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291595, Location: 36.094052,-94.193257 r- N 4-, Ln j k.0 ro O � 0 83 Co Ln m 261 c 14 [N] North Total: 358 In:270 Out:88 N r 1 Ln MLnN Out: 20 In: 0 Total: 20 [S] South Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US 5 66 1 O 4of4 W.Comfort & Shiloh - TMC Mon Apr 21, 2025 Full Length (4 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291611, Location: 36.092676,-94.193729 n". Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US Leg Direction West Eastbound East Westbound South Northbound North Southbound Time L T R U App L T R U App L T R U App L T R U App Int 2025-04-214:OOPM 25 113 7 0 145 15 232 35 0 282 8 3 15 0 26 45 4 52 0 101 554 4:15PM 30 95 3 0 128 14 298 38 0 350 6 0 24 0 30 49 7 59 0 115 623 4:30PM 23 119 7 0 149 5 277 35 0 317 4 4 16 0 24 45 6 74 0 125 615 4:45PM 19 125 9 0 153 16 258 38 0 312 21 4 49 0 74 41 2 46 0 89 628 Hourly Total 97 452 26 0 575 50 1065 146 0 1261 39 11 104 0 154 180 19 231 0 430 2420 5:OOPM 26 176 8 0 210 10 320 35 0 365 8 7 26 0 41 74 10 92 0 176 792 5:15PM 29 149 7 0 185 15 330 41 0 386 9 3 13 0 25 43 5 66 0 114 710 5:30PM 29 155 8 0 192 17 296 25 0 338 5 5 12 0 22 58 6 78 0 142 694 5:45PM 19 152 6 0 177 13 209 23 0 245 5 2 18 0 25 48 2 52 0 102 549 Hourly Total 103 632 29 0 764 55 1155 124 0 1334 27 17 69 0 113 223 23 288 0 534 2745 6:OOPM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 200 1084 55 0 1339 105 2220 270 0 2595 66 28 173 0 267 403 42 519 0 964 5165 % Approach 14.9% 81.0% 4.1% 0% - 4.0% 85.5% 10.4% 0% - 24.7% 10.5% 64.8% 0% - 41.8% 4.4% 53.8% 0% - - %Total 3.9% 21.0% 1.1% 0% 25.9% 2.0% 43.0% 5.2% 0% 50.2% 1.3% 0.5% 3.3% 0% 5.2% 7.8% 0.8% 10.0% 0% 18.7% - Lights 199 1068 55 0 1322 104 2210 268 0 2582 66 28 171 0 265 400 42 518 0 960 5129 % Lights 99.5% 98.5% 100% 0% 98.7% 99.0% 99.5% 99.3% 0% 99.5% 100% 100% 98.8% 0% 99.3% 99.3% 100% 99.8% 0% 99.6% 99.3% Articulated Trucks 0 2 0 0 2 0 3 0 0 3 0 0 0 0 0 1 0 0 0 1 6 % Articulated Trucks 0% 0.2% 0% 0% 0.1% 0% 0.1% 0% 0% 0.1% 0% 0% 0% 0% 0% 0.2% 0% 0% 0% 0.1% 0.1% Buses and Single -Unit Trucks 1 14 0 0 15 1 7 2 0 10 0 0 2 0 2 2 0 1 0 3 30 % Buses and Single -Unit Trucks 0.5% 1.3% 0% 0% 1.1% 1.0% 0.3% 0.7% 0% 0.4% 0% 0% 1.2% 0% 0.7% 0.5% 0% 0.2% 0% 0.3% 0.6% *L: Left, R: Right, T: Thru, U: U-Turn 1 of 4 Mt.Comfort & Shiloh - TMC Mon Apr 21, 2025 Full Length (4 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291611, Location: 36.092676,-94.193729 Ln O 00 N Ln O Q� rl �0) 4-1 0m u � � c 200 1084 55 [N] North Total: 1462 In:964 Out:498 0) N O Ln lzt Lo 00 rn to N Out: 202 In: 267 Total: 469 [S] South EC i i Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US 270 Ln 0) Ln 2220 N C Ln a--� Ln Ln 105 � w o MLO 0 W O 2of4 W.Comfort & Shiloh - TMC Mon Apr 21, 2025 PM Peak (4:45 PM - 5:45 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291611, Location: 36.092676,-94.193729 n". Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US Leg Direction West Eastbound East Westbound South Northbound North Southbound Time L T R U App L T R U App L T R U App L T R U App Int 2025-04-214:45PM 19 125 9 0 153 16 258 38 0 312 21 4 49 0 74 41 2 46 0 89 628 S:OOPM 26 176 8 0 210 10 320 35 0 365 8 7 26 0 41 74 10 92 0 176 792 5:15PM 29 149 7 0 185 15 330 41 0 386 9 3 13 0 25 43 5 66 0 114 710 5:30PM 29 155 8 0 192 17 296 25 0 338 5 5 12 0 22 58 6 78 0 142 694 Total 103 605 32 0 740 58 1204 139 0 1401 43 19 too 0 162 216 23 282 0 521 2824 %Approach 13.9% 81.8% 4.3% 0% - 4.1% 85.9% 9.9% 0% - 26.5% 11.7% 61.7% 0% - 41.5% 4.4% 54.1% 0% - - %Total 3.6% 21.4% 1.1% 0% 26.2% 2.1% 42.6% 4.9% 0% 49.6% 1.5% 0.7% 3.5% 0% 5.7% 7.6% 0.8% 10.0% 0% 18.4% - PBF 0.888 0.859 0.889 - 0.881 0.853 0.912 0.848 - 0.907 0.512 0.679 0.510 - 0.547 0.730 0.575 0.766 - 0.740 0.891 Lights 103 597 32 0 732 58 1201 139 0 1398 43 19 100 0 162 214 23 282 0 519 2811 %Lights 100% 98.7% 100% 0% 98.9% 100% 99.8% 100% 0% 99.8% 100% 100% 100% 0% 100% 99.1% 100% 100% 0% 99.6% 99.5% Articulated Tracks 0 2 0 0 2 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 4 % Articulated Trucks 0% 0.3% 0% 0% 0.3% 0% 0.2% 0% 0% 0.1% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0.1% Buses and Single -Unit Trucks 0 6 0 0 61 0 1 0 0 1 0 0 0 0 0 2 0 0 0 2 9 % Buses and Single -Unit Trucks 0% 1.0% 0% 0% 0.8% 0% 0.1% 0% 0% 0.1% 0% 0% 0% 0% 0% 0.9% 0% 0% 0% 0.4% 0.3% *L: Left, R: Right, T: Thru, U: U-Turn 3 of 4 Mt.Comfort & Shiloh - TMC Mon Apr 21, 2025 PM Peak (4:45 PM - 5:45 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1291611, Location: 36.092676,-94.193729 M (V Ln r-I a--J M 7 O 41 N N 0 0 103 0 zt 605 32 [N] North Total: 782 In: 521 Out: 261 N l0 ODN r-I N N N mrn0 r� 0 r� Out: 113 In: 162 Total: 275 [S] South M., Provided by: Traffic Engineering Consultants, Inc. 217 E. Dickson St., Suite 106, Fayetteville, AR, 72701, US i 139 r-1 O 1204 C N a-J N In 58 N w r1 M � �w 0 u O 4of4 Q Q J Q V O AADT TABLE NWARPC TRAVEL FORECASTING MODEL PROJECTIONS W. Mt. Comfort Rd (btwn Woodlark & Shiloh) W. Mt. Comfort Rd (btwn Hatterly & Woodlark) Deane Solomon (btwn Mt. Comfort & Vanike) Sum year AADT Growth % to 2045 Growth % to next year 2018 11256 2.84% 2.40% 2025 13145 2.56% 2.29% 2035 1 16156 1 2.31% 1 2.31% 2045 1 19888 year AADT Growth % to 2045 Growth % to next year 2018 9964 2.76% 2.19% 2025 11490 2.57% 2.60% 2035 1 14479 1 2.01% 2045 1 17385 year AADT Growth % to 2045 Growth % to next year 2018 1513 7.82% 10.37% 2025 2611 4.01% 4.53% 2035 1 3795 1 2.40% 2.40% 2045 1 4706 year AADT Growth % to 2045 Growth % to next year 2018 22733 3.14% 2.84% 2025 27246 2.70% 2.64% 2035 34430 1 2.19% 1 2.19% 2045 41979 2.57% 2.33% 2.44% 2.27% 4.74% 5.77% 2.68% 2.56% 2.65% L w Z 2,668 o a W Ika Ln m W Gypsum Dr - N N d 1 ` N 1° Q eY. r FU J ll 6 N W Vanika Dr W Vanike Drw Ipti tD t 5t �`,�t Q Proselvc r+l G W Underwood Park IllaWa� M L c .y Gary Hampton Tsek and Or J Softball Complex It ,n Ix Dr w C N f w J OT W Azurite St er W McLaren n W Mrt drnn Or Dr M �- W Obsidian St rn -. Ln W Clnarwood Or W Emil Or Z ddlr O .; VV imd Dr Iol w — W Quail Or 2 Q a w r W Dove Or a in w _ .J tt CY 7 - Call o M UNT COMF T 9L MOU T COMFORT 9 964MOUNT COMFORTI 11.256 W Sauter Ln sr,. _ V Cr»ek Hamestrinp Creek TrRII Corridr 9 E 00 fn DEANE11674 �% Bryce Davis t0 Park z w W Yale St O� a a O Club n Y W Vassar Si ~ W Megan Or Asbell Base Model ADT—Year 2018 EC% ICLEARRECTI,N, Fayetteville, Arkansas w -j LY2851 N c W Ike t.n 00 W Gypsum Dr a J CO N u Z Z W J c O Rd c, J W Vanika.Dr W Vaniw w tq Z W C ti r p 0 Underwood Park Oahlla w' ' � t0 w r creek #nyarif a W GtaDb61 �^ my Dr � Q W 1 Q W Azurite St ��r 7 V eJ'~ W McLa ran Or cc o t list Co W Ob6idtan_St M in W Emit Dr O ha W Emit O _r W Q f W OuaH_Or a � z O G O W J .[ W n- 0, W fRfDrt � (a Z � Q drY W O M UNT COMF RT 11 82 MOUNT COM'FORT111.491 MOUNT COMFORTI 13.145 CO m �2 m � V Creek Hamestring Creek Trail Corridor r E Bryce Davie m WWu4tluwar 5I CI) Park a W YaIQ 51 V � S t T a. a Y W Vassar St �~ z o Gse®K et Gje� Wilson Springs Preserve DEANE tn tYO W Skyi. I uI Asbell Future Forecast ADT—Year 2025 Fayetteville, Arkansas 3 W Ika Ln W Gypsum Dr 1 i r7 N it rl 2 v `d £ Holcomb D o ry Elementary W Vlolol yt School W Dahlia '�' C N Gary Hampton LU Tanyard r a W Softball a Complex )ogany Or :D < u 1 PI r :reek U. ridor C tE. ` U �aOe�• cc vg Mint Or op vy Cloarwood D � o W nj Bryce 0avla Park �/ clan EC A CLEAR UIRECTI,N , Q N ye'>i �A Croeh O b a m to co M m ri z z O i O J O In W Vaniko DI W Vanik, w z O� Q LJ Q Q9ti W.qo Undervnnrl Park E,reek �=.c GtQ9¢el W Azurite -St W Mcl arcn Or W Obsidian St -- W Emil Or W Quoit Or c YW Dove Or A a` Hamestring Creek Trail Corridor M IX E c W Wlldllowor St a m x W Yale St �� Z o Pica St r a: o v E ' t� E m z W Vassar St ~ I] Gteeh 0Glad Wilson Springs Preserve Ashell Future Forecast ADT—Year 2035 Fayetteville, Arkansas N 3 'A ". z W Ika 1_n W Gypsum Or C J C Y m O.' ri W Grot .g Rd W p, HOICamD =_Ismw.ntnry W Violet co W Dahlia N O+ v -3ary Hampton Tanyard Dr L Softball ,r w Complex Mahogany Or tj Q N In Bird PI bar Crr;c n d ry a ri at CreeF. JX LU Corridor -.1 OS ,`yt W McLarnn ; U1 M Irning Mlat D. .--� W Cloar,,,j n, two Holt Middle x 0 a Schorr w rn a � Ia. J oust Comtut I a tLI Cemetery _ r 'Creek a m Y z Ve Vanik. Or w Vanike Li, c' �t ,v' itV Underwood Park Ct©hhel C,ieek W A2lrrlte 81 W MrLargrl or W Obsidian St W Emil Or w� W Quail Or c z _W-Dove:Dr a c 0 17.3Aq Hameatring Crack Trail Corridor a E Bryce Davis W wildflower Ss Perk n z I w Yale St c. x rVillg St T '. unlrt .0 VS, _ yk o E W Vassar St ? rn z EC A CLEAR UIRECTI,N , O LO Asbell Future Forecast ADT—Year 2045 Fayetteville, Arkansas K HCM 7th TWSC 2025 Existing AM 1: Woodlark Ln & Mt Comfort Rd 06/03/2025 Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +* +M +T+ 1� Traffic Vol, veh/h 7 1644 3 4 425 7 6 0 16 3 0 2 Future Vol, veh/h 7 1644 3 4 425 7 6 0 16 3 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None - None - None Storage Length - - - - 60 Veh in Median Storage, # - 0 - 0 - 0 - 0 - Grade, % - 0 - 0 - 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 3 2 2 2 2 2 2 2 Mvmt Flow 8 1787 3 4 462 8 7 0 17 3 0 2 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 470 0 0 1790 0 0 2043 2282 895 1383 2280 235 Stage 1 - - - - - - 1804 1804 - 474 474 - Stage 2 - - - - 240 478 - 909 1805 - Critical Hdwy 4.14 - 4.14 - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - 2.22 - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1088 - 342 - 33 39 284 103 39 767 Stage 1 - - - - 82 130 - 540 556 - Stage 2 - - - - 742 554 - 296 129 - Platoon blocked, % - - Mov Cap-1 Maneuver 1088 - 342 - 32 38 284 94 38 767 Mov Cap-2 Maneuver - - - - 32 38 - 94 38 - Stage 1 - - - - 81 128 532 548 - Stage 2 - - - 729 546 274 128 - Approach EB WB NB SIB HCM Control Delay, s/v 0.15 0.36 59.24 30.71 HCM LOS F D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 90 15 - 32 - 94 767 HCM Lane V/C Ratio 0.267 0.007 - 0.013 - 0.035 0.003 HCM Control Delay (s/veh) 59.2 8.3 0.1 15.7 0.2 - 44.7 9.7 HCM Lane LOS F A A C A - E A HCM 95th %tile Q(veh) 1 0 - 0 - - 0.1 0 F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 1 HCM 7th TWSC 2025 Existing AM 2: Mt Comfort Rd & Raven Ln 06/03/2025 Intersection Int Delay, s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4t tT r* Traffic Vol, veh/h 6 1657 434 10 6 2 Future Vol, veh/h 6 1657 434 10 6 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length - - 60 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 7 1841 482 11 7 2 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 493 0 0 1422 247 Stage 1 - - - 488 - Stage 2 - - - 934 - Critical Hdwy 4.14 - - 6.84 6.94 Critical Hdwy Stg 1 - - - 5.84 - Critical Hdwy Stg 2 - - - 5.84 - Follow-up Hdwy 2.22 - - 3.52 3.32 Pot Cap-1 Maneuver 1066 - - 127 754 Stage 1 - - - 583 - Stage 2 - - - 343 - Platoon blocked, % - - Mov Cap-1 Maneuver 1066 - - 125 754 Mov Cap-2 Maneuver - - - 125 - Stage 1 - - - 575 - Stage 2 - - 343 - Approach EB WB SB HCM Control Delay, s/v 0.14 0 28.92 HCM LOS D Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 13 - 125 754 HCM Lane V/C Ratio 0.006 - 0.053 0.003 HCM Control Delay (s/veh) 8.4 0.1 - 35.3 9.8 HCM Lane LOS A A - E A HCM 95th %tile Q(veh) 0 - - 0.2 0 F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 2 HCM 7th Signalized Intersection Summary 2025 Existing AM 3: N Shiloh Dr & Mt Comfort Rd 1I06/03/2025 --P� 4,- �*-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ti 0 T 1� Traffic Volume (veh/h) 270 1353 40 88 382 89 16 17 63 230 25 46 Future Volume (veh/h) 270 1353 40 88 382 89 16 17 63 230 25 46 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1870 1870 1870 1870 1870 1811 1870 1870 1826 1870 1722 1841 Adj Flow Rate, vehlh 284 1424 42 93 402 94 17 18 66 242 26 48 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 6 2 2 5 2 12 4 Cap,vehlh 605 1771 52 243 1271 294 226 27 100 342 98 180 Arrive On Green 0.11 0.50 0.50 0.05 0.44 0.44 0.02 0.08 0.08 0.12 0.18 0.18 Sat Flow, veh/h 1781 3525 104 1781 2864 663 1781 351 1287 1781 542 1000 Grp Volume(v), vehlh 284 717 749 93 248 248 17 0 84 242 0 74 Grp Sat Flow(s),veh/h/In 1781 1777 1852 1781 1777 1751 1781 0 1639 1781 0 1542 Q Serve(g_s), s 6.6 27.6 27.7 2.3 7.4 7.5 0.7 0.0 4.1 10.0 0.0 3.4 Cycle Q Clear(g_c), s 6.6 27.6 27.7 2.3 7.4 7.5 0.7 0.0 4.1 10.0 0.0 3.4 Prop In Lane 1.00 0.06 1.00 0.38 1.00 0.79 1.00 0.65 Lane Grp Cap(c), veh/h 605 893 930 243 789 777 226 0 128 342 0 278 V/C Ratio(X) 0.47 0.80 0.81 0.38 0.31 0.32 0.08 0.00 0.66 0.71 0.00 0.27 Avail Cap(c_a), veh/h 862 1214 1265 256 867 855 300 0 580 342 0 640 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 9.5 17.0 17.0 15.2 14.7 14.8 33.7 0.0 36.7 28.8 0.0 28.9 Incr Delay (d2), s/veh 0.6 2.9 2.8 1.0 0.2 0.2 0.1 0.0 5.7 6.6 0.0 0.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.2 10.3 10.8 0.9 2.7 2.7 0.3 0.0 1.8 4.8 0.0 1.3 Unsig. Movement Delay, slveh LnGrp Delay(d), s/veh 10.0 19.9 19.8 16.2 15.0 15.0 33.8 0.0 42.4 35.4 0.0 29.4 LnGrp LOS B B B B B B C D D C Approach Vol, veh/h 1750 589 101 316 Approach Delay, s/veh 18.3 15.2 40.9 34.0 Approach LOS B B D C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 15.0 11.4 9.4 46.2 6.6 19.8 14.2 41.4 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 10.0 29.0 5.0 56.0 5.0 34.0 21.0 40.0 Max Q Clear Time (g_c+ll ), s 12.0 6.1 4.3 29.7 2.7 5.4 8.6 9.5 Green Ext Time (p-c), s 0.0 0.4 0.0 11.5 0.0 0.4 0.6 2.9 Intersection Summary HCM 7th Control Delay, s/veh 20.2 HCM 7th LOS C F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 3 HCM 7th TWSC 2025 Existing AM 4: Deane Solomon Rd & N Shiloh Dr 06/03/2025 Intersection Int Delay, s/veh 6.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� 1 T Traffic Vol, veh/h 83 279 14 1 89 5 0 0 0 53 6 212 Future Vol, veh/h 83 279 14 1 89 5 0 0 0 53 6 212 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - None - - None - None Storage Length 60 - 60 50 - - - Veh in Median Storage, # - 0 - 0 - - 0 - 0 - Grade, % - 0 - 0 - - 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 3 2 2 2 2 2 2 2 Mvmt Flow 98 328 16 1 105 6 0 0 0 62 7 249 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 111 0 0 345 0 0 642 645 336 634 650 108 Stage 1 - - - - 532 532 - 110 110 - Stage 2 - - - 111 113 - 524 540 - Critical Hdwy 4.12 - 4.12 - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - 2.218 - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1479 - 1214 - 387 391 706 392 388 946 Stage 1 - - - - 531 526 - 895 804 - Stage 2 - - - - 895 802 - 537 521 - Platoon blocked, % - - Mov Cap-1 Maneuver 1479 - 1214 - 261 365 706 366 362 946 Mov Cap-2 Maneuver - - - - 261 365 - 366 362 - Stage 1 - - - - 496 491 894 804 - Stage 2 - - 652 801 501 487 - Approach EB WB NB SIB HCM Control Delay, s/v 1.68 0.08 0 14.3 HCM LOS A B Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 1479 1214 703 HCM Lane V/C Ratio - 0.066 0.001 0.453 HCM Control Delay (s/veh) 0 0 7.6 - 8 - 14.3 HCM Lane LOS A A A A B HCM 95th %tile Q(veh) - - 0.2 - 0 - 2.4 F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 4 HCM 7th TWSC 2025 Existing AM 5: Deane Solomon Rd & Emil Dr 06/03/2025 Intersection Int Delay, s/veh 4.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 18 0 124 0 0 0 14 74 0 0 147 5 Future Vol, veh/h 18 0 124 0 0 0 14 74 0 0 147 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # - 0 - 0 - 0 - 0 - Grade, % - 0 - 0 - 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 21 0 146 0 0 0 16 87 0 0 173 6 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 296 296 176 293 299 87 179 0 0 87 0 0 Stage 1 176 176 - 120 120 - - - - - - - Stage 2 120 120 - 173 179 - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - 2.218 - Pot Cap-1 Maneuver 656 616 867 659 613 971 1397 - 1509 - Stage 1 826 754 - 884 796 - - - - Stage 2 884 796 - 829 751 - - - - - Platoon blocked, % - Mov Cap-1 Maneuver 648 608 867 542 606 971 1397 - 1509 - Mov Cap-2 Maneuver 648 608 - 542 606 - - - - Stage 1 826 754 873 787 - - - - Stage 2 873 787 689 751 - - - Approach EB WB NB SIB HCM Control Delay, s/v10.41 0 1.21 0 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 286 - 832 - 1509 - HCM Lane V/C Ratio 0.012 - 0.201 - - - HCM Control Delay (s/veh) 7.6 0 - 10.4 0 0 - HCM Lane LOS A A - B A A - HCM 95th %tile Q(veh) 0 - - 0.7 - 0 - F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 5 HCM 7th TWSC 2025 Existing PM 1: Woodlark Ln & Mt Comfort Rd 06/03/2025 Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +* +M +T+ 1� Traffic Vol, veh/h 7 729 13 8 1487 18 1 0 5 8 0 12 Future Vol, veh/h 7 729 13 8 1487 18 1 0 5 8 0 12 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None - None - None Storage Length - - - - 60 Veh in Median Storage, # - 0 - 0 - 0 - 0 - Grade, % - 0 - 0 - 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 8 792 14 9 1616 20 1 0 5 9 0 13 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 1636 0 0 807 0 0 1640 2468 403 2055 2465 818 Stage 1 - - - - - - 815 815 - 1643 1643 - Stage 2 - - - - 826 1653 - 411 822 - Critical Hdwy 4.14 - 4.14 - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - 2.22 - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 392 - 814 - 66 30 597 32 30 319 Stage 1 - - - - 338 389 - 104 156 - Stage 2 - - - - 333 154 - 588 386 - Platoon blocked, % - - Mov Cap-1 Maneuver 392 - 814 - 61 28 597 30 29 319 Mov Cap-2 Maneuver - - - - 61 28 - 30 29 - Stage 1 - - - - 329 380 102 153 - Stage 2 - - - 313 151 568 377 - Approach EB WB NB SIB HCM Control Delay, s/v 0.48 0.23 20.34 76.26 HCM LOS C F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 241 33 - 19 - 30 319 HCM Lane V/C Ratio 0.027 0.019 - 0.011 - 0.286 0.041 HCM Control Delay (s/veh) 20.3 14.4 0.4 9.5 0.2 - 165.5 16.8 HCM Lane LOS C B A A A - F C HCM 95th %tile Q(veh) 0.1 0.1 - 0 - - 0.9 0.1 F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 1 HCM 7th TWSC 2025 Existing PM 2: Mt Comfort Rd & Raven Ln 06/03/2025 Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4t tT+ r* Traffic Vol, veh/h 6 736 1504 34 4 9 Future Vol, veh/h 6 736 1504 34 4 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length - - 60 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 6 783 1600 36 4 10 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1636 0 0 2022 818 Stage 1 - - - 1618 - Stage 2 - - - 404 - Critical Hdwy 4.14 - - 6.84 6.94 Critical Hdwy Stg 1 - - - 5.84 - Critical Hdwy Stg 2 - - - 5.84 - Follow-up Hdwy 2.22 - - 3.52 3.32 Pot Cap-1 Maneuver 392 - - 50 319 Stage 1 - - - 148 - Stage 2 - - - 643 - Platoon blocked, % - - Mov Cap-1 Maneuver 392 - - 49 319 Mov Cap-2 Maneuver - - - 49 - Stage 1 - - - 144 - Stage 2 - - 643 - Approach EB WB SIB HCM Control Delay, s/v 0.41 0 37.62 HCM LOS E Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 29 - 49 319 HCM Lane V/C Ratio 0.016 - 0.086 0.03 HCM Control Delay (s/veh) 14.3 0.3 - 84.8 16.6 HCM Lane LOS B A - F C HCM 95th %tile Q(veh) 0 - - 0.3 0.1 F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 2 HCM 7th Signalized Intersection Summary 2025 Existing PM 3: N Shiloh Dr & Mt Comfort Rd 06/03/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ti tip T 1� Traffic Volume (veh/h) 103 605 32 58 1204 139 43 19 100 296 32 291 Future Volume (veh/h) 103 605 32 58 1204 139 43 19 100 296 32 291 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, vehlh 116 680 36 65 1353 156 48 21 112 333 36 327 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,vehlh 188 1688 89 404 1546 177 164 41 221 400 40 367 Arrive On Green 0.05 0.49 0.49 0.04 0.48 0.48 0.03 0.16 0.16 0.13 0.25 0.25 Sat Flow, veh/h 1781 3433 182 1781 3213 368 1781 256 1368 1781 160 1450 Grp Volume(v), veh/h 116 352 364 65 745 764 48 0 133 333 0 363 Grp Sat Flow(s),veh/h/In 1781 1777 1838 1781 1777 1804 1781 0 1624 1781 0 1609 Q Serve(g_s), s 3.6 13.9 13.9 2.0 41.4 42.2 2.5 0.0 8.3 14.0 0.0 24.0 Cycle Q Clear(g_c), s 3.6 13.9 13.9 2.0 41.4 42.2 2.5 0.0 8.3 14.0 0.0 24.0 Prop In Lane 1.00 0.10 1.00 0.20 1.00 0.84 1.00 0.90 Lane Grp Cap(c), veh/h 188 874 904 404 855 868 164 0 262 400 0 408 V/C Ratio(X) 0.62 0.40 0.40 0.16 0.87 0.88 0.29 0.00 0.51 0.83 0.00 0.89 Avail Cap(c_a), veh/h 213 996 1031 415 964 979 182 0 426 400 0 553 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 24.2 17.8 17.8 14.0 25.6 25.8 37.6 0.0 42.3 35.5 0.0 39.8 Incr Delay (d2), s/veh 4.3 0.3 0.3 0.2 8.0 8.6 1.0 0.0 1.5 14.0 0.0 13.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 1.6 5.4 5.6 0.8 18.0 18.8 1.1 0.0 3.5 3.6 0.0 11.0 Unsig. Movement Delay, slveh LnGrp Delay(d), s/veh 28.5 18.1 18.1 14.2 33.6 34.4 38.6 0.0 43.8 49.5 0.0 52.9 LnGrp LOS C B B B C C D D D D Approach Vol, veh/h 832 1574 181 696 Approach Delay, s/veh 19.5 33.2 42.4 51.3 Approach LOS B C D D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 19.0 22.9 9.3 59.4 8.9 33.0 10.5 58.2 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 14.0 29.0 5.0 62.0 5.0 38.0 7.0 60.0 Max Q Clear Time (g_c+ll ), s 16.0 10.3 4.0 15.9 4.5 26.0 5.6 44.2 Green Ext Time (p-c), s 0.0 0.7 0.0 4.6 0.0 2.0 0.0 9.1 Intersection Summary HCM 7th Control Delay, s/veh 34.1 HCM 7th LOS C F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 3 HCM 7th TWSC 2025 Existing PM 4: Deane Solomon Rd & N Shiloh Dr 06/03/2025 Intersection Int Delay, s/veh 6.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� 1 T Traffic Vol, veh/h 126 127 8 3 430 30 8 4 2 26 1 181 Future Vol, veh/h 126 127 8 3 430 30 8 4 2 26 1 181 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - None - - None - None Storage Length 60 - 60 50 - - - Veh in Median Storage, # - 0 - 0 - - 0 - 0 - Grade, % - 0 - 0 - - 0 - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 143 144 9 3 489 34 9 5 2 30 1 206 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 523 0 0 153 0 0 931 965 149 945 952 506 Stage 1 - - - - - - 435 435 - 513 513 - Stage 2 - - - - 496 530 - 433 440 - Critical Hdwy 4.12 - 4.12 - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - 2.218 - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1044 - 1427 - 247 255 898 242 259 567 Stage 1 - - - - 599 580 - 544 536 - Stage 2 - - - - 556 527 - 601 578 - Platoon blocked, % - - Mov Cap-1 Maneuver 1044 - 1427 - 135 219 898 204 223 567 Mov Cap-2 Maneuver - - - - 135 219 - 204 223 - Stage 1 - - - - 517 501 543 535 - Stage 2 - - 352 526 513 498 - Approach EB WB NB SIB HCM Control Delay, s/v 4.34 0.05 26.73 20.76 HCM LOS D C Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 135 293 1044 - 1427 461 HCM Lane V/C Ratio 0.067 0.023 0.137 - 0.002 0.513 HCM Control Delay (s/veh) 33.6 17.6 9 - 7.5 - 20.8 HCM Lane LOS D C A - A - C HCM 95th %tile Q(veh) 0.2 0.1 0.5 - 0 - 2.9 F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 4 HCM 7th TWSC 2025 Existing PM 5: Deane Solomon Rd & Emil Dr 06/03/2025 Intersection Int Delay, s/veh 2.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 11 0 49 2 0 2 54 104 2 2 157 13 Future Vol, veh/h 11 0 49 2 0 2 54 104 2 2 157 13 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # - 0 - 0 - 0 - 0 - Grade, % - 0 - 0 - 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 13 0 58 2 0 2 64 122 2 2 185 15 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 446 449 192 440 455 124 200 0 0 125 0 0 Stage 1 197 197 - 251 251 - - - - - - - Stage 2 249 252 - 189 205 - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - 2.218 - Pot Cap-1 Maneuver 522 505 849 527 501 927 1372 - 1462 - Stage 1 805 738 - 754 699 - - - - Stage 2 755 699 - 812 732 - - - - - Platoon blocked, % - Mov Cap-1 Maneuver 494 479 849 466 475 927 1372 - 1462 - Mov Cap-2 Maneuver 494 479 - 466 475 - - - - Stage 1 803 736 716 665 - - - - Stage 2 715 664 756 731 - - - Approach EB WB NB SIB HCM Control Delay, s/v 10.3 10.85 2.62 0.09 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 605 - 750 621 21 - HCM Lane V/C Ratio 0.046 - 0.094 0.008 0.002 - HCM Control Delay (s/veh) 7.8 0 - 10.3 10.8 7.5 0 HCM Lane LOS A A - B B A A HCM 95th %tile Q(veh) 0.1 - - 0.3 0 0 - F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 5 HCM 7th TWSC 2027 Background AM 1: Woodlark Ln & Mt Comfort Rd 06/03/2025 Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +* +M +T+ 1� Traffic Vol, veh/h 7 1731 3 4 448 7 6 0 17 3 0 2 Future Vol, veh/h 7 1731 3 4 448 7 6 0 17 3 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None - None - None Storage Length - - - - 60 Veh in Median Storage, # - 0 - 0 - 0 - 0 - Grade, % - 0 - 0 - 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 3 2 2 2 2 2 2 2 Mvmt Flow 8 1882 3 4 487 8 7 0 18 3 0 2 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 495 0 0 1885 0 0 2151 2402 942 1455 2399 247 Stage 1 - - - - - - 1898 1898 - 499 499 - Stage 2 - - - - 252 503 - 956 1900 - Critical Hdwy 4.14 - 4.14 - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - 2.22 - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1065 - 314 - 27 33 264 91 33 753 Stage 1 - - - - 72 116 - 522 542 - Stage 2 - - - - 730 540 - 277 116 - Platoon blocked, % - - Mov Cap-1 Maneuver 1065 - 314 - 26 32 264 82 32 753 Mov Cap-2 Maneuver - - - - 26 32 - 82 32 - Stage 1 - - - - 70 114 513 533 - Stage 2 - - - 716 531 254 114 - Approach EB WB NB SIB HCM Control Delay, s/v 0.16 0.4 71.14 34.35 HCM LOS F D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLnl SBLn2 Capacity (veh/h) 78 14 - 31 - 82 753 HCM Lane V/C Ratio 0.319 0.007 - 0.014 0.04 0.003 HCM Control Delay (s/veh) 71.1 8.4 0.1 16.6 0.3 - 50.7 9.8 HCM Lane LOS F A A C A - F A HCM 95th %tile Q(veh) 1.2 0 - 0 - - 0.1 0 F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 1 HCM 7th TWSC 2027 Background AM 2: Mt Comfort Rd & Raven Ln 06/03/2025 Intersection Int Delay, s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4t tT r Traffic Vol, veh/h 6 1745 457 11 6 2 Future Vol, veh/h 6 1745 457 11 6 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length - - 60 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 7 1939 508 12 7 2 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 520 0 0 1497 260 Stage 1 - - - 514 - Stage 2 - - - 983 - Critical Hdwy 4.14 - - 6.84 6.94 Critical Hdwy Stg 1 - - - 5.84 - Critical Hdwy Stg 2 - - - 5.84 - Follow-up Hdwy 2.22 - - 3.52 3.32 Pot Cap-1 Maneuver 1042 - - 113 739 Stage 1 - - - 565 - Stage 2 - - - 323 - Platoon blocked, % - - Mov Cap-1 Maneuver 1042 - - 112 739 Mov Cap-2 Maneuver - - - 112 - Stage 1 - - - 557 - Stage 2 - - 323 - Approach EB WB SB HCM Control Delay, s/v 0.15 0 31.9 HCM LOS D Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 12 - 112 739 HCM Lane V/C Ratio 0.006 - 0.06 0.003 HCM Control Delay (s/veh) 8.5 0.1 - 39.2 9.9 HCM Lane LOS A A - E A HCM 95th %tile Q(veh) 0 - - 0.2 0 F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 2 HCM 7th Signalized Intersection Summary 2027 Background AM 3: N Shiloh Dr & Mt Comfort Rd 06/03/2025 - # f --*-- t' Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ti 0 T T Traffic Volume (veh/h) 284 1425 42 93 402 94 17 18 66 242 26 48 Future Volume (veh/h) 284 1425 42 93 402 94 17 18 66 242 26 48 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1870 1870 1870 1870 1870 1811 1870 1870 1826 1870 1722 1841 Adj Flow Rate, vehlh 299 1500 44 98 423 99 18 19 69 255 27 51 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 6 2 2 5 2 12 4 Cap,vehlh 604 1824 53 231 1309 304 226 28 102 328 94 177 Arrive On Green 0.11 0.52 0.52 0.05 0.46 0.46 0.02 0.08 0.08 0.12 0.18 0.18 Sat Flow, veh/h 1781 3525 103 1781 2863 664 1781 354 1285 1781 533 1007 Grp Volume(v), vehlh 299 755 789 98 261 261 18 0 88 255 0 78 Grp Sat Flow(s),veh/h/In 1781 1777 1852 1781 1777 1751 1781 0 1639 1781 0 1541 Q Serve(g_s), s 7.0 30.5 30.7 2.4 8.0 8.1 0.8 0.0 4.5 10.0 0.0 3.8 Cycle Q Clear(g_c), s 7.0 30.5 30.7 2.4 8.0 8.1 0.8 0.0 4.5 10.0 0.0 3.8 Prop In Lane 1.00 0.06 1.00 0.38 1.00 0.78 1.00 0.65 Lane Grp Cap(c), veh/h 604 919 958 231 812 800 226 0 131 328 0 271 V/C Ratio(X) 0.49 0.82 0.82 0.42 0.32 0.33 0.08 0.00 0.67 0.78 0.00 0.29 Avail Cap(c_a), veh/h 839 1161 1210 241 829 817 293 0 555 328 0 611 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 9.4 17.3 17.4 16.3 14.8 14.8 35.1 0.0 38.3 31.4 0.0 30.6 Incr Delay (d2), s/veh 0.6 3.9 3.8 1.2 0.2 0.2 0.1 0.0 5.9 11.2 0.0 0.6 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.4 11.7 12.2 0.9 3.0 3.0 0.3 0.0 2.0 5.7 0.0 1.4 Unsig. Movement Delay, slveh LnGrp Delay(d), s/veh 10.0 21.2 21.2 17.5 15.0 15.1 35.2 0.0 44.2 42.6 0.0 31.2 LnGrp LOS B C C B B B D D D C Approach Vol, veh/h 1843 620 106 333 Approach Delay, s/veh 19.4 15.4 42.7 40.0 Approach LOS B B D D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 15.0 11.8 9.5 49.3 6.7 20.1 14.7 44.2 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 10.0 29.0 5.0 56.0 5.0 34.0 21.0 40.0 Max Q Clear Time (g_c+ll ), s 12.0 6.5 4.4 32.7 2.8 5.8 9.0 10.1 Green Ext Time (p-c), s 0.0 0.4 0.0 11.6 0.0 0.4 0.7 3.1 Intersection Summary HCM 7th Control Delay, s/veh 21.8 HCM 7th LOS C F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 3 HCM 7th TWSC 2027 Background AM 4: Deane Solomon Rd & N Shiloh Dr 06/03/2025 Intersection Int Delay, s/veh 6.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� 1 T Traffic Vol, veh/h 87 294 15 1 94 5 0 0 0 56 6 223 Future Vol, veh/h 87 294 15 1 94 5 0 0 0 56 6 223 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - None - - None - None Storage Length 60 - 60 50 - - - Veh in Median Storage, # - 0 - 0 - - 0 - 0 - Grade, % - 0 - 0 - - 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 3 2 2 2 2 2 2 2 Mvmt Flow 102 346 18 1 111 6 0 0 0 66 7 262 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 116 0 0 364 0 0 676 678 355 666 684 114 Stage 1 - - - - - - 559 559 - 116 116 - Stage 2 - - - - 116 119 - 551 568 - Critical Hdwy 4.12 - 4.12 - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - 2.218 - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1472 - 1195 - 367 374 689 373 371 939 Stage 1 - - - - 513 511 - 889 800 - Stage 2 - - - - 888 797 - 519 506 - Platoon blocked, % - - Mov Cap-1 Maneuver 1472 - 1195 - 241 348 689 346 345 939 Mov Cap-2 Maneuver - - - - 241 348 - 346 345 - Stage 1 - - - - 478 475 888 799 - Stage 2 - - 634 797 483 471 - Approach EB WB NB SIB HCM Control Delay, s/v 1.68 0.08 0 15.21 HCM LOS A C Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 1472 - 1195 684 HCM Lane V/C Ratio - 0.07 - 0.001 0.49 HCM Control Delay (s/veh) 0 0 7.6 - 8 - 15.2 HCM Lane LOS A A A - A - C HCM 95th %tile Q(veh) - - 0.2 - 0 - 2.7 F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 4 HCM 7th TWSC 2027 Background AM 5: Deane Solomon Rd & Emil Dr 06/03/2025 Intersection Int Delay, s/veh 4.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 19 0 131 0 0 0 15 78 0 0 155 5 Future Vol, veh/h 19 0 131 0 0 0 15 78 0 0 155 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # - 0 - 0 - 0 - 0 - Grade, % - 0 - 0 - 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 22 0 154 0 0 0 18 92 0 0 182 6 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 312 312 185 309 315 92 188 0 0 92 0 0 Stage 1 185 185 - 127 127 - - - - - - - Stage 2 127 127 - 182 188 - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - 2.218 - Pot Cap-1 Maneuver 640 603 857 643 600 966 1386 - 1503 - Stage 1 816 747 - 877 791 - - - - Stage 2 877 791 - 819 744 - - - - - Platoon blocked, % - Mov Cap-1 Maneuver 632 595 857 520 592 966 1386 - 1503 - Mov Cap-2 Maneuver 632 595 - 520 592 - - - - Stage 1 816 747 865 780 - - - - Stage 2 865 780 672 744 - - - Approach EB WB NB SIB HCM Control Delay, s/v10.59 0 1.23 0 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 290 - 820 - 1503 - HCM Lane V/C Ratio 0.013 - 0.215 - - - HCM Control Delay (s/veh) 7.6 0 - 10.6 0 0 - HCM Lane LOS A A - B A A - HCM 95th %tile Q(veh) 0 - - 0.8 - 0 - F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 5 HCM 7th TWSC 2027 Background PM 1: Woodlark Ln & Mt Comfort Rd 06/03/2025 Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +* +M +T+ 1� Traffic Vol, veh/h 7 768 14 8 1566 19 1 0 5 8 0 13 Future Vol, veh/h 7 768 14 8 1566 19 1 0 5 8 0 13 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None - None - None Storage Length - - - - 60 Veh in Median Storage, # - 0 - 0 - 0 - 0 - Grade, % - 0 - 0 - 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 8 835 15 9 1702 21 1 0 5 9 0 14 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 1723 0 0 850 0 0 1726 2598 425 2163 2595 861 Stage 1 - - - - - - 858 858 - 1730 1730 - Stage 2 - - - - 868 1740 - 433 865 - Critical Hdwy 4.14 - 4.14 - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - 2.22 - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 363 - 784 - 57 25 578 27 25 299 Stage 1 - - - - 318 372 - 92 141 - Stage 2 - - - - 313 140 - 572 369 - Platoon blocked, % - - Mov Cap-1 Maneuver 363 - 784 - 52 23 578 25 23 299 Mov Cap-2 Maneuver - - - - 52 23 - 25 23 - Stage 1 - - - - 309 362 90 138 - Stage 2 - - - 292 137 551 359 - Approach EB WB NB SIB HCM Control Delay, s/v 0.53 0.25 22.33 91.69 HCM LOS C F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLnl SBLn2 Capacity (veh/h) 214 31 - 18 - 25 299 HCM Lane V/C Ratio 0.03 0.021 - 0.011 0.348 0.047 HCM Control Delay (s/veh) 22.3 15.1 0.4 9.6 0.2 - 212 17.7 HCM Lane LOS C C A A A - F C HCM 95th %tile Q(veh) 0.1 0.1 - 0 - - 1.1 0.1 F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 1 HCM 7th TWSC 2027 Background PM 2: Mt Comfort Rd & Raven Ln 06/03/2025 Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4t tT+ r Traffic Vol, veh/h 6 775 1584 36 4 9 Future Vol, veh/h 6 775 1584 36 4 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length - - 60 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 6 824 1685 38 4 10 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1723 0 0 2129 862 Stage 1 - - - 1704 - Stage 2 - - - 425 - Critical Hdwy 4.14 - - 6.84 6.94 Critical Hdwy Stg 1 - - - 5.84 - Critical Hdwy Stg 2 - - - 5.84 - Follow-up Hdwy 2.22 - - 3.52 3.32 Pot Cap-1 Maneuver 363 - - 43 298 Stage 1 - - - 132 - Stage 2 - - - 627 - Platoon blocked, % - Mov Cap-1 Maneuver 363 - - 42 298 Mov Cap-2 Maneuver - - - 42 - Stage 1 - - - 129 - Stage 2 - - 627 - Approach EB WB SB HCM Control Delay, s/v 0.45 0 43.22 HCM LOS E Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 28 - 42 298 HCM Lane V/C Ratio 0.018 - 0.102 0.032 HCM Control Delay (s/veh) 15.1 0.3 - 101.2 17.5 HCM Lane LOS C A - F C HCM 95th %tile Q(veh) 0.1 - - 0.3 0.1 F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 2 HCM 7th Signalized Intersection Summary 2027 Background PM 3: N Shiloh Dr & Mt Comfort Rd 06/03/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ti 0 T 1� Traffic Volume (veh/h) 108 637 34 61 1268 146 45 20 105 312 34 306 Future Volume (veh/h) 108 637 34 61 1268 146 45 20 105 312 34 306 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, vehlh 121 716 38 69 1425 164 51 22 118 351 38 344 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,vehlh 172 1707 91 387 1559 178 154 45 243 396 42 379 Arrive On Green 0.05 0.50 0.50 0.04 0.49 0.49 0.03 0.18 0.18 0.12 0.26 0.26 Sat Flow, veh/h 1781 3432 182 1781 3214 367 1781 255 1369 1781 160 1449 Grp Volume(v), veh/h 121 370 384 69 783 806 51 0 140 351 0 382 Grp Sat Flow(s),veh/h/In 1781 1777 1838 1781 1777 1804 1781 0 1624 1781 0 1609 Q Serve(g_s), s 4.0 15.7 15.7 2.3 48.0 49.2 2.7 0.0 9.2 14.0 0.0 27.2 Cycle Q Clear(g_c), s 4.0 15.7 15.7 2.3 48.0 49.2 2.7 0.0 9.2 14.0 0.0 27.2 Prop In Lane 1.00 0.10 1.00 0.20 1.00 0.84 1.00 0.90 Lane Grp Cap(c), veh/h 172 884 914 387 862 875 154 0 288 396 0 421 V/C Ratio(X) 0.70 0.42 0.42 0.18 0.91 0.92 0.33 0.00 0.49 0.89 0.00 0.91 Avail Cap(c_a), veh/h 189 931 963 395 901 915 168 0 398 396 0 517 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 26.9 18.9 18.9 14.9 28.0 28.3 39.2 0.0 43.8 39.0 0.0 42.3 Incr Delay (d2), s/veh 10.1 0.3 0.3 0.2 12.6 14.0 1.3 0.0 1.3 20.6 0.0 17.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.0 6.3 6.5 0.9 22.0 23.2 1.3 0.0 3.8 5.8 0.0 12.9 Unsig. Movement Delay, slveh LnGrp Delay(d), s/veh 36.9 19.2 19.2 15.2 40.6 42.3 40.4 0.0 45.1 59.7 0.0 59.8 LnGrp LOS D B B B D D D D E E Approach Vol, veh/h 875 1658 191 733 Approach Delay, s/veh 21.7 40.4 43.8 59.7 Approach LOS C D D E Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 19.0 26.0 9.5 63.8 9.1 35.9 10.9 62.4 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 14.0 29.0 5.0 62.0 5.0 38.0 7.0 60.0 Max Q Clear Time (g_c+ll ), s 16.0 11.2 4.3 17.7 4.7 29.2 6.0 51.2 Green Ext Time (p-c), s 0.0 0.7 0.0 4.9 0.0 1.7 0.0 6.2 Intersection Summary HCM 7th Control Delay, s/veh 39.9 HCM 7th LOS D F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 3 HCM 7th TWSC 2027 Background PM 4: Deane Solomon Rd & N Shiloh Dr 06/03/2025 Intersection Int Delay, s/veh 6.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� 1 T Traffic Vol, veh/h 133 134 8 3 453 32 8 4 2 27 1 191 Future Vol, veh/h 133 134 8 3 453 32 8 4 2 27 1 191 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - None - - None - None Storage Length 60 - 60 50 - - - Veh in Median Storage, # - 0 - 0 - - 0 - 0 - Grade, % - 0 - 0 - - 0 - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 151 152 9 3 515 36 9 5 2 31 1 217 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 551 0 0 161 0 0 981 1017 157 997 1003 533 Stage 1 - - - - - - 459 459 - 540 540 - Stage 2 - - - - 522 558 - 457 464 - Critical Hdwy 4.12 - 4.12 - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - 2.218 - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1019 - 1418 - 228 238 889 223 242 547 Stage 1 - - - - 582 566 - 526 521 - Stage 2 - - - - 538 512 - 584 564 - Platoon blocked, % - - Mov Cap-1 Maneuver 1019 - 1418 - 117 202 889 185 206 547 Mov Cap-2 Maneuver - - - - 117 202 - 185 206 - Stage 1 - - - - 496 482 525 520 - Stage 2 - - 323 510 491 480 - Approach EB WB NB SIB HCM Control Delay, s/v 4.42 0.05 29.96 23.47 HCM LOS D C Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 117 272 1019 - 1418 438 HCM Lane V/C Ratio 0.078 0.025 0.148 - 0.002 0.568 HCM Control Delay (s/veh) 38.5 18.6 9.1 - 7.5 - 23.5 HCM Lane LOS E C A - A - C HCM 95th %tile Q(veh) 0.2 0.1 0.5 - 0 - 3.4 F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 4 HCM 7th TWSC 2027 Background PM 5: Deane Solomon Rd & Emil Dr 06/03/2025 Intersection Int Delay, s/veh 2.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 12 0 52 2 0 2 57 110 2 2 165 14 Future Vol, veh/h 12 0 52 2 0 2 57 110 2 2 165 14 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # - 0 - 0 - 0 - 0 - Grade, % - 0 - 0 - 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 14 0 61 2 0 2 67 129 2 2 194 16 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 471 473 202 464 480 131 211 0 0 132 0 0 Stage 1 207 207 - 265 265 - - - - - - - Stage 2 264 266 - 199 215 - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - 2.218 - Pot Cap-1 Maneuver 503 490 838 509 485 919 1360 - 1453 - Stage 1 795 731 - 741 690 - - - - Stage 2 742 689 - 803 725 - - - - - Platoon blocked, % - Mov Cap-1 Maneuver 474 463 838 446 459 919 1360 - 1453 - Mov Cap-2 Maneuver 474 463 - 446 459 - - - - Stage 1 793 729 701 653 - - - - Stage 2 700 652 743 723 - - - Approach EB WB NB SIB HCM Control Delay, s/v10.47 11.04 2.63 0.08 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 605 - 733 600 20 - HCM Lane V/C Ratio 0.049 - 0.103 0.008 0.002 - HCM Control Delay (s/veh) 7.8 0 - 10.5 11 7.5 0 HCM Lane LOS A A - B B A A HCM 95th %tile Q(veh) 0.2 - - 0.3 0 0 - F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 5 HCM 7th TWSC 2027 Total AM 1: Woodlark Ln & Mt Comfort Rd 06/03/2025 Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +* +M +T+ 1� Traffic Vol, veh/h 9 1736 3 4 462 9 6 0 17 11 0 8 Future Vol, veh/h 9 1736 3 4 462 9 6 0 17 11 0 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None - None - None Storage Length - - - - 60 Veh in Median Storage, # - 0 - 0 - 0 - 0 - Grade, % - 0 - 0 - 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 3 2 2 2 2 2 2 2 Mvmt Flow 10 1887 3 4 502 10 7 0 18 12 0 9 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 512 0 0 1890 0 0 2168 2429 945 1479 2426 256 Stage 1 - - - - - - 1908 1908 - 516 516 - Stage 2 - - - - 260 521 - 963 1910 - Critical Hdwy 4.14 - 4.14 - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - 2.22 - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1050 - 312 - 26 32 263 87 32 743 Stage 1 - - - - 70 115 - 510 533 - Stage 2 - - - - 722 530 - 274 115 - Platoon blocked, % - - Mov Cap-1 Maneuver 1050 - 312 - 25 30 263 78 31 743 Mov Cap-2 Maneuver - - - - 25 30 - 78 31 - Stage 1 - - - - 69 113 502 524 - Stage 2 - - - 702 521 250 112 - Approach EB WB NB SIB HCM Control Delay, s/v 0.21 0.4 74.55 38.36 HCM LOS F E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 76 18 - 30 - 78 743 HCM Lane V/C Ratio 0.331 0.009 - 0.014 - 0.153 0.012 HCM Control Delay (s/veh) 74.5 8.5 0.2 16.7 0.3 - 59.1 9.9 HCM Lane LOS F A A C A - F A HCM 95th %tile Q(veh) 1.2 0 - 0 - - 0.5 0 F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 1 HCM 7th TWSC 2027 Total AM 2: Mt Comfort Rd & Raven Ln 06/03/2025 Intersection Int Delay, s/veh 0.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4t tT r Traffic Vol, veh/h 8 1756 467 14 14 8 Future Vol, veh/h 8 1756 467 14 14 8 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length - - 60 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 9 1951 519 16 16 9 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 534 0 0 1520 267 Stage 1 - - - 527 - Stage 2 - - - 993 - Critical Hdwy 4.14 - - 6.84 6.94 Critical Hdwy Stg 1 - - - 5.84 - Critical Hdwy Stg 2 - - - 5.84 - Follow-up Hdwy 2.22 - - 3.52 3.32 Pot Cap-1 Maneuver 1030 - - 109 731 Stage 1 - - - 557 - Stage 2 - - - 319 - Platoon blocked, % - - Mov Cap-1 Maneuver 1030 - - 107 731 Mov Cap-2 Maneuver - - - 107 - Stage 1 - - - 546 - Stage 2 - - 319 - Approach EB WB SIB HCM Control Delay, s/v 0.2 0 31.72 HCM LOS D Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 16 - 107 731 HCM Lane V/C Ratio 0.009 - 0.145 0.012 HCM Control Delay (s/veh) 8.5 0.2 - 44.1 10 HCM Lane LOS A A - E A HCM 95th %tile Q(veh) 0 - - 0.5 0 F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 2 HCM 7th Signalized Intersection Summary 2027 Total AM 3: N Shiloh Dr & Mt Comfort Rd 06/03/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ti 0 T 1� Traffic Volume (veh/h) 287 1441 42 93 407 104 17 18 66 276 26 56 Future Volume (veh/h) 287 1441 42 93 407 104 17 18 66 276 26 56 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1870 1870 1870 1870 1870 1811 1870 1870 1826 1870 1722 1841 Adj Flow Rate, vehlh 302 1517 44 98 428 109 18 19 69 291 27 59 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 6 2 2 5 2 12 4 Cap,vehlh 599 1836 53 229 1292 326 224 28 102 325 84 184 Arrive On Green 0.11 0.52 0.52 0.05 0.46 0.46 0.02 0.08 0.08 0.12 0.18 0.18 Sat Flow, veh/h 1781 3527 102 1781 2810 709 1781 354 1285 1781 481 1052 Grp Volume(v), vehlh 302 763 798 98 269 268 18 0 88 291 0 86 Grp Sat Flow(s),veh/h/In 1781 1777 1852 1781 1777 1743 1781 0 1639 1781 0 1533 Q Serve(g_s), s 7.1 31.2 31.4 2.5 8.3 8.5 0.8 0.0 4.5 10.0 0.0 4.2 Cycle Q Clear(g_c), s 7.1 31.2 31.4 2.5 8.3 8.5 0.8 0.0 4.5 10.0 0.0 4.2 Prop In Lane 1.00 0.06 1.00 0.41 1.00 0.78 1.00 0.69 Lane Grp Cap(c), veh/h 599 925 964 229 817 801 224 0 131 325 0 268 V/C Ratio(X) 0.50 0.82 0.83 0.43 0.33 0.33 0.08 0.00 0.67 0.89 0.00 0.32 Avail Cap(c_a), veh/h 830 1152 1200 238 823 807 291 0 550 325 0 603 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 9.5 17.4 17.4 16.5 14.9 14.9 35.3 0.0 38.7 33.2 0.0 31.1 Incr Delay (d2), s/veh 0.7 4.1 4.0 1.3 0.2 0.2 0.2 0.0 5.9 25.4 0.0 0.7 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.4 12.0 12.6 0.9 3.1 3.1 0.4 0.0 2.0 3.6 0.0 1.6 Unsig. Movement Delay, slveh LnGrp Delay(d), s/veh 10.1 21.5 21.5 17.8 15.1 15.1 35.5 0.0 44.6 58.6 0.0 31.8 LnGrp LOS B C C B B B D D E C Approach Vol, veh/h 1863 635 106 377 Approach Delay, s/veh 19.6 15.5 43.0 52.5 Approach LOS B B D D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 15.0 11.9 9.5 50.0 6.8 20.1 14.8 44.7 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 10.0 29.0 5.0 56.0 5.0 34.0 21.0 40.0 Max Q Clear Time (g_c+ll ), s 12.0 6.5 4.5 33.4 2.8 6.2 9.1 10.5 Green Ext Time (p-c), s 0.0 0.4 0.0 11.6 0.0 0.5 0.7 3.2 Intersection Summary HCM 7th Control Delay, s/veh 23.7 HCM 7th LOS C F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 3 HCM 7th TWSC 2027 Total AM 4: Deane Solomon Rd & N Shiloh Dr 06/03/2025 Intersection Int Delay, s/veh 7.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� 1 T Traffic Vol, veh/h 100 294 15 1 94 6 0 0 0 60 6 265 Future Vol, veh/h 100 294 15 1 94 6 0 0 0 60 6 265 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - None - - None - None Storage Length 60 - 60 50 - - - Veh in Median Storage, # - 0 - 0 - - 0 - 0 - Grade, % - 0 - 0 - - 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 3 2 2 2 2 2 2 2 Mvmt Flow 118 346 18 1 111 7 0 0 0 71 7 312 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 118 0 0 364 0 0 706 710 355 698 715 114 Stage 1 - - - - - - 590 590 - 116 116 - Stage 2 - - - - 116 120 - 581 599 - Critical Hdwy 4.12 - 4.12 - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - 2.218 - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1471 - 1195 - 350 359 689 355 356 939 Stage 1 - - - - 494 495 - 888 799 - Stage 2 - - - - 888 796 - 499 490 - Platoon blocked, % - - Mov Cap-1 Maneuver 1471 - 1195 - 211 330 689 326 327 939 Mov Cap-2 Maneuver - - - - 211 330 - 326 327 - Stage 1 - - - - 454 455 887 798 - Stage 2 - - 587 796 459 451 - Approach EB WB NB SIB HCM Control Delay, s/v 1.87 0.08 0 17.02 HCM LOS A C Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 1471 - 1195 683 HCM Lane V/C Ratio - 0.08 0.001 0.57 HCM Control Delay (s/veh) 0 0 7.7 - 8 - 17 HCM Lane LOS A A A - A - C HCM 95th %tile Q(veh) - - 0.3 - 0 - 3.6 F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 4 HCM 7th TWSC 2027 Total AM 5: Deane Solomon Rd & Emil Dr 06/03/2025 Intersection Int Delay, s/veh 5.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 27 0 177 0 0 0 29 78 0 0 155 8 Future Vol, veh/h 27 0 177 0 0 0 29 78 0 0 155 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # - 0 - 0 - 0 - 0 - Grade, % - 0 - 0 - 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 32 0 208 0 0 0 34 92 0 0 182 9 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 347 347 187 342 352 92 192 0 0 92 0 0 Stage 1 187 187 - 160 160 - - - - - - - Stage 2 160 160 - 182 192 - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - 2.218 - Pot Cap-1 Maneuver 607 576 855 612 573 966 1382 - 1503 - Stage 1 815 745 - 842 766 - - - - Stage 2 842 766 - 819 742 - - - - - Platoon blocked, % - Mov Cap-1 Maneuver 592 561 855 451 558 966 1382 - 1503 - Mov Cap-2 Maneuver 592 561 - 451 558 - - - - Stage 1 815 745 820 746 - - - - Stage 2 820 746 620 742 - - - Approach EB WB NB SIB HCM Control Delay, s/v11.33 0 2.08 0 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 488 - 807 - 1503 - HCM Lane V/C Ratio 0.025 - 0.297 - - - HCM Control Delay (s/veh) 7.7 0 - 11.3 0 0 - HCM Lane LOS A A - B A A - HCM 95th %tile Q(veh) 0.1 - - 1.2 - 0 - F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 5 HCM 7th TWSC 2027 Total PM 1: Woodlark Ln & Mt Comfort Rd 06/03/2025 Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +* +M 4 1� Traffic Vol, veh/h 14 783 14 8 1575 28 1 0 5 13 0 17 Future Vol, veh/h 14 783 14 8 1575 28 1 0 5 13 0 17 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None - None - None Storage Length - - - - 60 Veh in Median Storage, # - 0 - 0 - 0 - 0 - Grade, % - 0 - 0 - 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 15 851 15 9 1712 30 1 0 5 14 0 18 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 1742 0 0 866 0 0 1763 2649 433 2201 2641 871 Stage 1 - - - - - - 889 889 - 1745 1745 - Stage 2 - - - - 873 1760 - 456 897 - Critical Hdwy 4.14 - 4.14 - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - 2.22 - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 357 - 773 - 53 23 571 25 23 294 Stage 1 - - - - 304 360 - 90 139 - Stage 2 - - - - 311 136 - 554 357 - Platoon blocked, % - - Mov Cap-1 Maneuver 357 - 773 - 46 21 571 23 21 294 Mov Cap-2 Maneuver - - - - 46 21 - 23 21 - Stage 1 - - - - 287 339 88 136 - Stage 2 - - - 285 133 518 337 - Approach EB WB NB SIB HCM Control Delay, s/v 1.08 0.25 23.84 142.93 HCM LOS C F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 198 61 - 17 - 23 294 HCM Lane V/C Ratio 0.033 0.043 - 0.011 - 0.623 0.063 HCM Control Delay (s/veh) 23.8 15.5 0.8 9.7 0.2 $ 306.2 18.1 HCM Lane LOS C C A A A - F C HCM 95th %tile Q(veh) 0.1 0.1 - 0 - - 1.8 0.2 F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 1 HCM 7th TWSC 2027 Total PM 2: Mt Comfort Rd & Raven Ln 06/03/2025 Intersection Int Delay, s/veh 0.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4t tT+ r Traffic Vol, veh/h 12 789 1598 45 9 13 Future Vol, veh/h 12 789 1598 45 9 13 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length - - 60 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 13 839 1700 48 10 14 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 1748 0 0 2169 874 Stage 1 - - - 1724 - Stage 2 - - - 445 - Critical Hdwy 4.14 - - 6.84 6.94 Critical Hdwy Stg 1 - - - 5.84 - Critical Hdwy Stg 2 - - - 5.84 - Follow-up Hdwy 2.22 - - 3.52 3.32 Pot Cap-1 Maneuver 355 - - 40 293 Stage 1 - - - 129 - Stage 2 - - - 613 - Platoon blocked, % - - Mov Cap-1 Maneuver 355 - - 38 293 Mov Cap-2 Maneuver - - - 38 - Stage 1 - - - 123 - Stage 2 - - 613 - Approach EB WB SB HCM Control Delay, s/v 0.93 0 63.2 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 54 - 38 293 HCM Lane V/C Ratio 0.036 - 0.251 0.047 HCM Control Delay (s/veh) 15.5 0.7 - 128.6 17.9 HCM Lane LOS C A - F C HCM 95th %tile Q(veh) 0.1 - - 0.8 0.1 F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 2 HCM 7th Signalized Intersection Summary 2027 Total PM 3: N Shiloh Dr & Mt Comfort Rd 1I06/03/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ti tip T 1� Traffic Volume (veh/h) 117 647 34 61 1286 181 45 20 105 332 34 311 Future Volume (veh/h) 117 647 34 61 1286 181 45 20 105 332 34 311 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, vehlh 131 727 38 69 1445 203 51 22 118 373 38 349 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,vehlh 164 1726 90 384 1526 212 148 46 249 394 42 381 Arrive On Green 0.05 0.50 0.50 0.04 0.49 0.49 0.03 0.18 0.18 0.11 0.26 0.26 Sat Flow, veh/h 1781 3435 179 1781 3134 435 1781 255 1369 1781 158 1451 Grp Volume(v), veh/h 131 376 389 69 812 836 51 0 140 373 0 387 Grp Sat Flow(s),veh/h/In 1781 1777 1838 1781 1777 1792 1781 0 1624 1781 0 1609 Q Serve(g_s), s 4.5 16.3 16.3 2.3 52.7 54.7 2.8 0.0 9.4 14.0 0.0 28.5 Cycle Q Clear(g_c), s 4.5 16.3 16.3 2.3 52.7 54.7 2.8 0.0 9.4 14.0 0.0 28.5 Prop In Lane 1.00 0.10 1.00 0.24 1.00 0.84 1.00 0.90 Lane Grp Cap(c), veh/h 164 893 923 384 865 873 148 0 295 394 0 423 V/C Ratio(X) 0.80 0.42 0.42 0.18 0.94 0.96 0.34 0.00 0.47 0.95 0.00 0.92 Avail Cap(c_a), veh/h 173 904 935 391 874 882 161 0 386 394 0 502 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 28.2 19.1 19.1 15.3 29.5 30.1 40.1 0.0 44.7 41.7 0.0 43.6 Incr Delay (d2), s/veh 21.7 0.3 0.3 0.2 17.3 20.6 1.4 0.0 1.2 31.9 0.0 19.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.7 6.5 6.7 0.9 25.1 27.0 1.3 0.0 3.9 8.2 0.0 13.7 Unsig. Movement Delay, slveh LnGrp Delay(d), s/veh 49.9 19.5 19.5 15.5 46.9 50.7 41.5 0.0 45.9 73.5 0.0 63.1 LnGrp LOS D B B B D D D D E E Approach Vol, veh/h 896 1717 191 760 Approach Delay, s/veh 23.9 47.5 44.7 68.2 Approach LOS C D D E Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 19.0 27.2 9.5 66.3 9.1 37.0 11.4 64.4 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 14.0 29.0 5.0 62.0 5.0 38.0 7.0 60.0 Max Q Clear Time (g_c+ll ), s 16.0 11.4 4.3 18.3 4.8 30.5 6.5 56.7 Green Ext Time (p-c), s 0.0 0.7 0.0 5.0 0.0 1.6 0.0 2.7 Intersection Summary HCM 7th Control Delay, s/veh 45.8 HCM 7th LOS D F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 3 HCM 7th TWSC 2027 Total PM 4: Deane Solomon Rd & N Shiloh Dr 06/03/2025 Intersection Int Delay, s/veh 9.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� 1 T Traffic Vol, veh/h 177 134 8 3 453 36 8 4 2 30 1 216 Future Vol, veh/h 177 134 8 3 453 36 8 4 2 30 1 216 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - None - - None - None Storage Length 60 - 60 50 - - - Veh in Median Storage, # - 0 - 0 - - 0 - 0 - Grade, % - 0 - 0 - - 0 - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 201 152 9 3 515 41 9 5 2 34 1 245 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 556 0 0 161 0 0 1081 1122 157 1099 1106 535 Stage 1 - - - - - - 559 559 - 542 542 - Stage 2 - - - - 522 563 - 557 564 - Critical Hdwy 4.12 - 4.12 - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - 2.218 - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1015 - 1418 - 195 206 889 190 211 545 Stage 1 - - - - 513 511 - 525 520 - Stage 2 - - - - 538 509 - 515 509 - Platoon blocked, % - - Mov Cap-1 Maneuver 1015 - 1418 - 85 165 889 148 168 545 Mov Cap-2 Maneuver - - - - 85 165 - 148 168 - Stage 1 - - - - 412 410 523 519 - Stage 2 - - 294 508 407 408 - Approach EB WB NB SIB HCM Control Delay, s/v 5.23 0.05 38.95 31.05 HCM LOS E D Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 85 226 1015 - 1418 409 HCM Lane V/C Ratio 0.106 0.03 0.198 0.002 0.687 HCM Control Delay (s/veh) 52.1 21.4 9.4 - 7.5 - 31 HCM Lane LOS F C A - A - D HCM 95th %tile Q(veh) 0.3 0.1 0.7 - 0 - 5 F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 4 HCM 7th TWSC 2027 Total PM 5: Deane Solomon Rd & Emil Dr 06/03/2025 Intersection Int Delay, s/veh 3.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 17 0 80 2 0 2 105 110 2 2 165 23 Future Vol, veh/h 17 0 80 2 0 2 105 110 2 2 165 23 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # - 0 - 0 - 0 - 0 - Grade, % - 0 - 0 - 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 20 0 94 2 0 2 124 129 2 2 194 27 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 589 591 208 576 604 131 221 0 0 132 0 0 Stage 1 212 212 - 378 378 - - - - - - - Stage 2 376 379 - 199 226 - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - 2.218 - Pot Cap-1 Maneuver 420 419 833 428 413 919 1348 - 1453 - Stage 1 790 727 - 644 615 - - - - Stage 2 645 615 - 803 717 - - - - - Platoon blocked, % - Mov Cap-1 Maneuver 377 377 833 341 371 919 1348 - 1453 - Mov Cap-2 Maneuver 377 377 - 341 371 - - - - Stage 1 788 725 580 554 - - - - Stage 2 580 554 711 716 - - - Approach EB WB NB SIB HCM Control Delay, s/v11.28 12.3 3.84 0.08 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 868 - 687 498 18 - HCM Lane V/C Ratio 0.092 - 0.166 0.009 0.002 - HCM Control Delay (s/veh) 7.9 0 - 11.3 12.3 7.5 0 HCM Lane LOS A A - B B A A HCM 95th %tile Q(veh) 0.3 - - 0.6 0 0 - F-264 Underwood Property TIA Synchro 12 Report Traffic Engineering Consultants, Inc. Page 5 Additional Information Received Date Received: 09/25/2025 M M/D D/YYYY Time: 3:57 PM 00:00 (AM/PM) From: Jonathan Curth, Director of Development Name & Title Services To: Name & Title CityClerks Office Agenda Meeting Date: 10/07/2025 MM/DD/YYYY Civic Clerk Number: 2025-1691 Ex. 2025-994 Forwarded to City Received from Dept. Head with City Attorney's Office and Attorneys copied. Department Head LAND USE DESIGNATION TABLE PLANNING AREA 1 — PLANNING AREA 2 — OPEN RESIDENTIAL SINGLE FAMILY SPACE & AMENITIES LAND USE DESIGNATION DETACHED (A) PERMITTED USE UNITS 1, 8, 9, 10, 41, 44, 46 (TYPE-1) 1, 4 (B) CONDITIONAL USES 2, 3, 4, 26, 46 (TYPE-2) 2, 3 (C) RESIDENTIAL DENSITY ACREAGE 26.84 ACRES 22.36 ACRES RESIDENTIAL DENSITY 5.61 UNITS/ACRE 0 UNITS/ACRE NONRESIDENTIAL AREA 0 ACRES 22.36 ACRES BULK AND AREA REGULATIONS (D) ENVELOPE WIDTH MIN. 30' NONE (E) ENVELOPE AREA MIN. 1410 SF NONE (F) LAND AREA PER DWELLING MIN 1410 SF N/A (NO DWELLINGS IN P.A. 2) MAX 2460 SF (G) *SETBACK REQUIREMENTS FRONT = 10' 30' SIDE = 30' 30' SIDE (ADJACENT TO PUBLIC R/W): 10' REAR = 30' 30' (H) HEIGHT REGULATIONS MAX 2 STORIES 2 STORIES (AMENITY BUILDINGS) (I) **BUILDING AREA MAX 35% OF 49.2—AC PROPERTY NONE SITE PLANNING (J) LANDSCAPING SEE PZD BOOKLET SEE PZD BOOKLET (K) PARKING SEE PZD BOOKLET SEE PZD BOOKLET (L) ARCH. DESIGN STANDARDS SEE PZD BOOKLET & EXHIBIT D SEE PZD BOOKLET (M) SIGNAGE MAX 45 SF DISPLAY AREA MONUMENT SEE PZD BOOKLET SIGN **NOTE: MAX BUILDING AREA IN PLANNING AREA 1 INCLUDES THE COMBINED ACREAGE OF ALL UNITS' FLOOR PLAN SQUARE FOOTAGE PLUS THE AMENITY BUILDINGS' SQUARE FOOTAGE. UNIT MAX BUILDING TYPE DESCRIPTION NIT COUNT BEDS % OF TOTAL UNITS COTTAGE — SINGLE STORY CY CHERRY 1 BR (1 CAR GARAGE, 1 CAR DRIVEWAY) 36 36 13% D DEARBORN 2 BR (1 CAR GARAGE, 1 CAR DRIVEWAY) 62 124 22% W WARREN 3 BR (2 CAR GARAGE, 2 CAR DRIVEWAY) 42 126 15% COTTAGE — TWO STORY M MAPLE 1 BR (1 CAR GARAGE, 1 CAR DRIVEWAY) 16 16 6% JG JENNINGS 2 BR (1 CAR GARAGE, 1 CAR DRIVEWAY) 50 100 18% HA HAMILTON 3 BR (1 CAR GARAGE, 1 CAR DRIVEWAY, 40 120 15% SP SPENCER 4 BR (2 CAR GARAGE, 2 CAR DRIVEWAY) 30 120 11 % TOTAL 276 UNITS 642 BEDS 100% ON —STREET ROW PARKING = 77 SPACES PARKING PODS = 112 SPACES GARAGE & DRIVEWAY PARKING = 696 SPACES TOTAL PARKING = 885 SPACES PARKING DENSITY = 3.21 SPACES PER UNIT PROPERTY = 49.20 ACRES UNIT DENSITY = 5.61 UNITS/AC NOTE: THE LAYOUT, PARKING, AND UNIT MIX SHOWN IS PRELIMINARY AND SUBJECT TO CHANGE IN LARGE SCALE DEVELOPMENT PLAN SUBMITTAL AND REVIEW. CLABBER CREEK r'♦ ° � 1 ' Q 1 z:.. r� .x„ '+Y © 00 Ot ;vr� �51 � <I • � I •.3.:'^ �:f�'.yr^ O I _:. ® N 36s ® 6 �COD I 1 r �G shy m / ; fr 00 01 }= kf alxl , OOF 4x• ' N872322 W � AREA - 202.48' SITE L: 49.20 ACRES 00 G PLANNING AREA 1 TOTAL: 27.50 ACRES 56% ® PLANNING AREA 2 TOTAL: 21.70 ACRES 44% N87.32'17-w 437.69' BUILDING MIN. SEPARATIONS: O - I ZONING: R—PZD ® I FRONT = 10' TO OUTSIDE EDGE OF SIDEWALK N SIDE = 10' IN—BETWEEN BUILDINGS, OVERHANG TO OVERHANG 3 I REAR = 10' i' � LEGEND PLANNING AREA RESIDENTIAL DENSITY I POTENTIAL WOTUS CHANNEL — — — — — PLANNING AREA 1 UNITS: 276 IPOTENTIAL WOTUS WETLAND PLANNING AREA 2 TOTAL LOTS: 3 LOTS UNIT DENSITY: 5.61 UNITS/ ACRE 300 N College Ave., Suite 317 Fayetteville, Arkansas 72701 Adk Grafton Tull ® architecture I engineering I surveying 479.636.4838 t CERTIFICATE OF AUTHORIZATION: " OF CRAFTON, TULL & r _ ASSOCIATES, INC. No. 109 v q��'tNSAS EN6S���� GRAPHIC SCALE IN FEET 8 0' 0 8 0' NEXT CHAPTER NEIGHBORHOOD AT UNDERWOOD PARK FAYETTEVILLE, AR Key Plan JU 0 No. Description Date This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crofton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. NS-RUCTION PROJECT NO:25301700 OO Q�L ISSUE DATE: 06/04/2025 �O� THIS CONTACT: C. THREET h DOCUMENT IS N QC by: z PRELIMINARY IN QC Date: NATURE AND IS NOT ° PRELIMINARY N A FINAL, SIGNED PLANS AND SEALED DOCUMENT .�° (D2025 Crofton, Tull & Associates, Inc. 1 O`0 Nolion'8Ls� EXHIBIT B ZONING & DEVELOPMENT STANDARDS BY PLANNING AREA MAP 1 OF 2 Additional Information Received Date Received: 09/29/2025 M M/D D/YYYY Time: 5:26 PM 00:00 (AM/PM) From: Blake Pennington, Senior Assistant City Name & Title Attorney To: City Clerk's Office &Title NameAgenda Meeting Date: 09/30/2025 MM/DD/YYYY Civic Clerk Number: 2025-1691 Ex. 2025-994 Forwarded to City Received from City Attorney's Office with Attorney's Office & Department Head copied. Department Head guA OFFICE OF THE CITY ATTORNEY TO: FROM: DATE: RE: DEPARTMENTAL CORRESPONDENCE Kit Williams City Attorney Blake Pennington Senior Assistant City Attorney Mayor Rawn Hannah Hungate City Council Assistant City Attorney Stacy Barnes Blake Pennington, Senior Assistant City Attorne Paralegal September 29, 2025 Next Chapter Holdings PZD — North Raven Lane Staff has reviewed the updated PZD booklet provided by the engineer for Next Chapter Holdings and a staff report addendum has been added to the agenda packet. Because of those updates, some changes need to be made to the rezoning ordinance. I am attaching a revised version for the City Council's consideration. Section 1 has been updated to reflect a change in acreage between Planning Areas 1 and 2 as well as a change to the density in Planning Area 1. Section 2 has been updated to modify the conditions of approval. The original version of the ordinance included conditions that the project maintain connectivity with public streets. The applicant's PZD booklet was revised to address those conditions so they are no longer necessary. Two new conditions have been added to: 1) remove the reference to automatic reversion of zoning, which is not authorized by the Unified Development Code; and 2) provide that the PZD approval does not constitute approval of any development applications or variances. We recommend that the City Council make a motion to amend the ordinance and adopt the revised ordinance as well as the revised PZD booklet. ORDINANCE NO. AN ORDINANCE TO APPROVE A RESIDENTIAL PLANNED ZONING DISTRICT ENTITLED PZD-2025-003 FOR APPROXIMATELY 49.2 ACRES LOCATED ON NORTH RAVEN LANE IN WARD 4 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 approves PZD- 2025-03 as described in Exhibits "A," `B" and "C" attached to the Planning Division's Agenda Memo which allows the development of approximately 27.50 acres of residential single-family homes at a maximum density of 7 units per acre, and sets aside 21.70 acres limited to stormwater, greenspace, and open space. Section 2: This PZD approval is subject to the following conditions which shall be reflected in an updated PZD booklet: 1. Language regarding zoning reversion in section A shall be removed. 2. Approval of the Planned Zoning District does not constitute approval of any associated development, nor does it constitute approval of any variances to street standards, design standards, or other requirements. Section 3: That the official zoning map of the City of Fayetteville, Arkansas is hereby amended to reflect the zoning criteria change provided in Section 1 above. Additional Information Received Date Received: 10/23/2025 M M/D D/YYYY Time: 00:00 (AM/PM) 4:46 PM From: Jonathan Curth, Development Services Director Name & Title To: Name & Title Kara Paxton, City Clerk Treasurer Agenda Meeting Date: 10/28/2025 MM/DD/YYYY Civic Clerk Number: Ex. 2025-994 2025-1691 Forwarded to City Attorney's Office and Completed on 10/23/2025 Department Head C ra f to n Tull ® architecture I engineering I surveying October 23rd, 2025 Development Services Department 125 W Mountain St Fayetteville, AR 72701 RE: Next Chapter PZD Amendment Letter PZD-2025-0003 CTA Job No. 25301700 Dear Mr. Curth & City Councilmembers, 300 North College, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontull.com The 16.-1 ac parcel (PIN=765-16658-022) has been removed from the scope of the Next Chapter PZD- 2025-0003. That parcel is currently zoned Commercial PZD and the Next Chapter development meets all the requirements of that existing Commercial PZD. This has been verified and confirmed with City Planning Staff. Therefore, the scope of the Next Chapter PZD-2025-0003 has been reduced to only the 33-ac parcel (PIN=765-16658-050), which is currently zoned RSF-4. The PZD booklet and exhibits have been updated to reflect this change. Please see the list below for those specific updates. 1. PZD Booklet: a. Cover page, date updated b. Cover Page, existing owner of 16-ac parcel removed c. Table of Contents, page numbers updated accordingly d. A) Zoning Reversion Removed e. B) Current Ownership, language for 16-ac parcel removed f. D) General Project Concept i. 1) Street & Lot Layout 1. Parking Table Count updated to only include 33-ac parcel units and parking spaces (reduced from 3.21 spaces/unit to 2.86 spaces/unit) g. F) Proposed Zoning Standards i. (i), Building Area: total area reduced from 49.2-ac to 33-ac h. G) Zoning Chart Planning Area 1 i. Building Area: total area reduced from 49.2-ac to 33-ac ii. Rear Setback Other Uses, text added that this rear setback excludes the adjacent CPZD 16-ac parcel iii. Parking Provided: count decreased from 3.21 spaces/unit to 2.86 spaces/unit to only include the units and parking spaces on the 33-ac parcel i. G) Zoning Chart Planning Area 2 i. Rear Setback Other Uses, text added that this rear setback excludes the adjacent CPZD 16-ac parcel j. H) Analysis of Site Characteristics i. Acreage of site reduced from 49.2-ac to 33-ac in first paragraph ii. Text discussing existing 16-ac parcel removed from first paragraph k. J) Reason for Rezone Request i. Text discussing existing 16-ac parcel removed from first paragraph C'v Crafton Tull architecture I engineering I surveying 300 North College, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontu I I.com ii. Sentence that pointed out reduction in total allowed units removed from second paragraph because the existing 33-ac parcel allows 4 units/ac and this amended PZD allows 7 units/ac. I. K) Relation to Existing and Surrounding Properties i. Text that discussed reduction in total allowed units removed from second paragraph because the existing 33-ac parcel allows 4 units/ac and this amended PZD allows 7 units/ac. m. O) Conceptual Description of Development Standards i. 1) Screening and Landscaping: Text added to last sentence to exclude the adjacent CPZD 16-ac parcel from the 30' perimeter buffer ii. 3) Parking Standards: Spaces/unit reduced from 3.21 to 2.86 to only account for the units and spaces on the 33-ac parcel. iii. 4) Perimeter Treatment: Text added to last sentence to exclude the adjacent CPZD 16-ac parcel from the 30' building setback n. Q) Legal Description i. Removed the legal description for the 16-ac parcel. 2. Exhibit A a. PZD City #, PZD-2025-0003 added to Cover Sheet. 3. Exhibit B a. Hatch added to 16-ac parcel existing CPZD b. Areas for Planning Areas 1 & 2 updated to exclude the 16-ac parcel c. Unit Count & Residential Density provided updated for 33-ac parcel only d. Unit Max Table updated with some new unit types and to only include the units on the 33-ac parcel e. "Note added below Land Use Designation Table that rear 30' setback applies to all adjacent zoning except for the CPZD 16-ac parcel to the east. f. Public Street blue hatch added per City Councilmember's request 4. Exhibit C a. Master Plan, hatch added to 16-ac parcel b. Modified Typical Residential Link Section, note revised to reflect public street addition from the previous amendment. 5. Exhibit D a. A few example unit types were added to match Exhibit B. If you have any questions or concerns, I'm happy to discuss them with you over the phone at 479-878- 2475 or via email at trent.woessner@craftontull.com. Sincerely, I Trent Woessner, P.E. Civil Project Engineer October 23rd, 2025 NEXT CHAPTER PLANNED ZONING DISTRICT BOOKLET Submitted to: City of Fayetteville 125 W. Mountain St Fayetteville, AR 72701 ueveioper vursu ng PZD: Next Chapter Holdings, LLC 2500 Trade Center Dr Evans, GA 30809 Existing Owner of PIN 765-16658-050 UNDERWOOD, CRAIG & LAURA REVOCABLE TRUST CT JOB NO. 25301700 Prepared by: `�'� Crafton Tull 300 N College Ave, Suite 317 Fayetteville, AR 72701 1 479-455-2207 www.craftontull.com Table of Contents (Pdf Page #) CoverPage...............................................................................................1 Tableof Contents......................................................................................2 A) Zoning Reversion..................................................................................3 B) Current Ownership................................................................................3 C) Project Summary...................................................................................3 D) General Project Concept........................................................................4 E) Proposed Planning Areas......................................................................6 F) Proposed Zoning Standards...................................................................6 G) Zoning Charts......................................................................................8 H) Analysis of Site Characteristics.............................................................11 1) Recreational Facilities............................................................................11 J) Reason for Rezone Request.................................................................11 K) Relation to Existing and Surrounding properties....................................12 L) Compliance with Fayetteville Comprehensive Land Use Plan....................12 M) Traffic Study.......................................................................................13 N) Impacts on City Services.....................................................................13 O) Conceptual Description of Development Standards.................................14 P) PZD Intent/Purpose..............................................................................16 Q) Legal Descriptions..............................................................................16 Exhibit A - Cover Sheet/Survey Exhibit B — Zoning & Development Standards by Planning Area Exhibit C — Master Plan, Aerial Overall Site Plan, & Modified Typical Residential Link Section Exhibit D — Floor Plans, Elevation Views, & Isometric Views for all unit types Exhibit E — Example Monument Sign Prepared by: `�'� Grafton Tull 300 North College, Suite 317 1 Fayetteville, AR 72701 1 479-455-2207 1 www.craftontull.com 300 N College Ave, Suite 317 aw� Fayetteville, 201 Crafton Tull 479.455.55.2207 architecture I engineering I surveying craftontull.com B) Current Ownership: This PZD is proposed to rezone only the 33-acre parcel that is owned by UNDERWOOD, CRAIG & LAURA REVOCABLE TRUST, which sits adjacent to another 16-ac parcel owned by KTB LIMITED PARTNERSHIP. The developer pursuing the PZD is Next Chapter Holdings, LLC. Next Chapter Holdings, LLC has entered into a Purchase Agreement on both parcels from the current ownership. Both parties are being represented by Crafton Tull & Associates. The site is located on Washington County Parcel Number 765-16658-050. This location is south of Clabber Creek, west of N Deane Solomon Rd, and east of N Salem Rd. See vicinity map below for location: Holcomb :. FlCmtnta v rtC o � , dt D, _5 n W Obsidian St i O o z o % ,00d D, z %', E,n,i Di A n e c C) Project Summary of Scope, Nature, & Intent: The scope of the proposed development will consist of two planning areas: single-family detached homes and open green space. The nature of the development consists of single-family units that will be leased to tenants, with Next Chapter Holdings, LLC, or a subsidiary of, being the sole property owner. The property will not be parceled off into smaller, separate individual lots for each unit. However, due to the required, new, public roads bisecting the site, three new resulting parcels will be created. Each parcel will be owned by Next Chapter Holdings, LLC, or a subsidiary of. The PZD herein sets a density requirement of 7 units/acre. The intent is to have an affordable, walkable, vibrant, sustainable, and medium -density neighborhood with useable common open space and a diverse array of housing types. The open space includes stormwater management and shared amenities such as a dog park, playgrounds, community garden, business center, fitness center, pool, and pickleball courts. There are a C'v Crafton Tull architecture I engineering I surveying 300 N College Ave, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontu I I.com variety of unit types, ranging from 1-bed with 1 story to 4-bed with 2 stories. It should be noted, however, that the majority of the proposed units will be either 1 or 2 bedrooms. D) General Project Concept: 1) Street & Lot Layout The site will contain a network of internal private and public streets. The two public streets will connect to two existing residential link streets (N Carnelian Ln & N Raven Ln) to the south and one neighborhood link street (N Deane Solomon Rd) to the northeast. The two public streets will conform to page 142 of the 2040 MSP Modified Residential Link section. Additional modifications to the Residential Link section to remove the required parking lanes have also been utilized. Please see Exhibit C for the proposed typical sections for public and private streets. Public Right-of-way is only dedicated on two streets, as requested by City planning staff's condition of PZD approval. See Exhibits B & C for the location of the two public streets on site. As requested by City planning staff, Next Chapter has agreed to provide two public streets on the site. The public streets will completely conform to the City Minimum Street Standards, 2020 edition. In addition to the public connections at N Raven Ln & N Carnelian Ln, a third access point will be extended to the east through adjacent property with right-of-way dedication, eventually connecting to N Deane Solomon Rd. N Carnelian Ln & N Raven Ln will also continue through the Next Chapter development site in the form of public residential links. No alleys are proposed. The intended connectivity discussed in the City Plan 2040 is provided on this site with vehicular and pedestrian access. Next Chapter proposes several pedestrian connections to the adjacent Underwood Park, which makes this development even more connected than typically found in other traditional single family or multi -family developments. Each unit will be front -loaded, and a vast majority of all units will have their own garage (90% or more). There are ample guest and overflow parking spaces provided evenly throughout the development. The table below shows the number of parking stalls broken down by unit type, row parking, and parking pods. Number of Units Number of Parking Stalls Units w/ 1-car Garage (each includes 1 garage and 1 driveway parking stall) (Cherry, Maple, Hamilton, Dearborn, Jennings) 146 292 Units w/ 2-car Garage (each includes 2 garage & 2 driveway stalls) (Warren, Spencer) 36 144 Row Parking along Street N/A 0 Parking Pods N/A 84 Total Parking Spaces 520 Total Unit Count 182 Average Parking Density per Unit (Spaces/Unit) 2.86 2) Site Plan Showing Proposed Improvements A concept site plan is included in Exhibits B & C of this booklet. C ra f to n Tull ® architecture I engineering I surveying 300 N College Ave, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontull.com 3) Buffer Areas There is one streamside buffer area located in the northwest corner of the development, where the Clabber Creek floodplain crosses the corner of the property. The 30ft perimeter setback also provides a vegetative buffer around the entire site. 4) Tree Preservation Areas Tree preservation on site will be located along the existing utility easement that runs north/south across the property. Additionally, select trees can be preserved within each of the proposed stormwater management areas. Tree preservation requirements within the PZD will adhere to the 25% minimum canopy requirement as codified in the UDC Chapter 167. Tree preservation areas and the amount of canopy to be preserved will be noted on the development plans. Should the existing canopy on -site be less than this requirement, then this percentage will be either preserved or mitigated for, in accordance with UDC Chapter 167. Preliminary calculations show that 10.4% of the site has existing canopy. Existing Trees within Planning Area 1 will be removed and mitigated. Tree preservation will be a priority in Planning Area 2, with common spaces and drainage designed around preservation, pending any potential grading and earthwork constraints. Additionally, the existing Underwood ownership has given permission for mitigation trees to be planted offsite on their adjacent property to the north and east. This area has been dedicated as land for Underwood Park. The applicant will seek direction and approval from the City regarding the potential planting of any mitigation trees within this Underwood Park area. 5) Stormwater Detention Areas & Drainage Stormwater facilities will likely include multiple detention ponds to be provided within the development, located in the centralized open spaces. Also, there are three adjacent existing wet detention ponds to the north. The Underwoods ownership has granted permission for the proposed development to utilize these adjacent ponds for detention storage volume. The drainage report provided with future LSD submittal will further detail the proposed system and how it will convey stormwater. The report will also include the water quality features such as but not limited to: pervious pavers, bioswales, bioretention forebays, infiltration trenches, hydrodynamic separators, etc. 6) Undisturbed Natural Areas The northwest corner of the site contains a riparian tree grove that will be preserved. Additionally, there is a dense tree grove in the center of the 16-acre commercial PZD property. Next Chapter Neighborhoods feels strongly that this grove should be preserved as much as possible, through open space in Planning Area 2. 7a) Existing & Proposed Utility Connections & Extensions (Sanitary Sewer) Next Chapter Holdings, LLC, or a subsidiary of, will pay for the full cost to install the proposed public sanitary sewer main. The sewer main and all sewer services will be built to meet the City's Water and Sewer Standard Specifications, 2022 edition, as well as the latest version of the sanitary sewer details at the time of LSD permitting. The development's sanitary sewer main will drain from the east to west connecting to the existing 10" PVC sewer main that flows north out of the site at the intersection of 54tn Street and Wedington. This existing main increases to 12" as it crosses Clabber Creek, then immediately ties into an existing 48" FRP sewer main. The City has indicated there is adequate capacity in the existing system, pending the submission of an on -site sewer capacity study. 7b) Existine & Proposed Utilitv Connections & Extensions (Water C ra f to n Tull ® architecture I engineering I surveying 300 N College Ave, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontull.com Next Chapter Holdings, LLC, or a subsidiary of, will pay for the full cost to install the proposed public water main. The water main and all water services will be built to meet the City's Water and Sewer Standard Specifications, 2022 edition, as well as the latest version of the water details at the time of LSD permitting. The development's water main will be connected to the existing 8" main that runs north/south through the site and will also be connected to two existing fire hydrants. One of those hydrants is on the south side of the property at the N Raven Ln existing stub -out. The other hydrant is located on N Deane Solomon Rd, whose connection will require right-of-way dedication through adjacent properties. The City has indicated there is adequate pressure in the existing system, pending the submission of an on -site water distribution system study. 8) Development & Architectural Design Standards Base architectural design standards for the homes will be similar in nature and character to those unit types attached in Exhibit D. These unit types highlight potential options for a medium density configuration, while also conveying materials and prominent features of potential housing within any future development. The developer may build different house plans if they generally conform to the material and roof form of the included drawings. The developer may elect to vary house exterior color. The unit designs do generally conform to the architectural design standards from UDC 166.23(D) but will have some slight variations. That is why we have included the homes in Exhibit D, for clarity and ease of reference. E) Proposed Planning Areas: Proposed planning areas for this development will include: Planning Area 1 (Single Family Detached Homes) —This area will encompass any residential units, private and public streets, parking pods, and uses where single family structures are proposed. This area will have a front separation or setback where the garage facade of the residential units shall be at least 19' from the back of sidewalk for the units that are fronting streets. The back of sidewalk represents the City right-of-way on public roads and also the public access & utility easement on private roads. Planning Area 2 (Non -Residential Uses) — This area will encompass all the detention, drainage features, natural green space areas, and the recreational & amenity features. The zoning district is designed to permit and encourage the minimum amount of development, protect natural features, and encompass all common and recreational areas for the development. Open space will be accessible for residents to use through a sidewalk network via the master street plan, such that residents can use common open space for outdoor and recreational uses. F) Proposed Zoning Standards: Planning Area 1 - Residential Zoning District: (a) Permitted Use Units: Unit 1: City-wide uses by right Unit 8: Single-family dwellings Unit 9: Two -Family Dwellings Unit 10: Three (3) and Four (4) family dwellings Unit 41: Accessory Dwelling Units Unit 44: Cluster Housing Development Unit 46: Short-term rentals (Type-1 Only) b) Conditional Use Units: Unit 2: City-wide uses by conditional use permit Unit 3: Public protection and utility facilities Unit 4: Cultural and recreational facilities Unit 26: Multi -family dwellings C ra f to n Tull ® architecture I engineering I surveying Unit 46: Short-term rentals (Type-2 Only) d) Residential Density and/or Nonresidential Intensity: 7 units/acre Maximum Bulk and area regulations: d) Lot width minimum: No Minimum e) Lot area minimum: No Minimum h) Height regulations: 2 stories 300 N College Ave, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontull.com i) Building area: less than 35% of total property area (total = 33-ac). Minimum buildable private street frontage: 33% of envelope width (for only those units fronting Private Streets). Site Planning: j) Landscaping: Landscaping shall generally conform to Chapter 177 of the Unified Development Code. k) Parking: Parking shall be associated with proposed use and will conform to Chapter 172 in the UDC. Guest and overflow parking spaces will be available throughout the development in parking pods and street -adjacent row parking, as shown in Exhibits B & C. It should be noted that on -street parallel parking will not be allowed. Parking pods of 5 spaces or greater will conform to UDC 177.04 Site Development and Parking Lot Landscape Standards. Resident parking spaces are provided for each unit in the form of garage and driveway spaces. 1) Architectural Design Standards: Base architectural design standards for homes are included in Exhibit D. Single-family homes shall be generally similar in nature and character to these plans and images as shown in Exhibit D. m) Signage: Non-commercial signage shall be allowed under Chapter 174 of the UDC. No internally illuminated signs are allowed. However, monument signs at each entrance to the development will conform to the majority of the requirements in UDC 174.10(B). Each sign will be maximum 45 ftz. Each sign will not be internally illuminated; however, external illumination with decorative or landscape lighting may be used. Planning Area 2 — Non-residential Zoning District: (a) Permitted Use Units: Unit 1: City-wide uses by right Unit 4: Cultural and recreational facilities b) Conditional Use Units: Unit 2: City-wide uses by conditional use permit Unit 3: Public protection and utility facilities c) Residential Density and/or Nonresidential Intensity: 0 units/acre Maximum Bulk and area regulations: d) Lot width minimum: None e) Lot area minimum: None h) Height regulations: 2 story maximum i) Building area: None Site Planning: j) Landscaping: Landscaping shall generally conform with UDC Chapter 177. k) Parking: No parking is proposed in Planning Area 2, because all site parking is already provided in Planning Area 1. 300 N College Ave, Suite 317 C ra f to n Tu 11 Fayetteville, 270 479.455.2207 ® architecture I engineering I surveying craftontull.com 1) Architectural Design Standards: Architectural design standards shall mimic building and development requirements within UDC for the amenity buildings. m) Signage: Subdivision Entrance Signage is allowed within this Planning Area but shall be applied by separate permit. No other signs shall be allowed, except as approved by the Property Owner. *By right, common mailbox units shall be allowed within Planning Area 2. **Accessory uses shall mimic UDC 164.02, Accessory Structures and Uses. G) Zoning Charts: Planning Area 1 (Residential Zoning District): Below is a chart comparing Planning Area 1 (Residential Zoning District) within this PZD versus City of Fayetteville current RSF-4 & Underwood Commercial PZD of the property: Regulation EXISTING RSF-4 EXISTING Underwood Proposed PZD Planning Area 1 Commercial PZD Planning Area 1 Permitted Uses Units 1, 8, 41, 46 Units 1, 5, 8, 9, 12b, 13, 15, Units 1, 8, 9, 10, 41, 44, 46 (Type-1) 25, 40, 41, 42, 44, 45 Conditional Uses Units 2, 3, 4, 5, 9, 12a, 24, Units 2, 3, 4, 10, 11, 24, 26, Units 2, 3, 4, 26, 46 (Type-2) 36,44 36 Front Setback 15' 15' 10, Side Setback adjacent to 5' S' 10, Public Right -of -Way Side Setback Other Uses 5' S' 30' Rear Setback adjacent to 15' 15' 30' Single Family Rear Setback Other Uses 15' 15' 30' (except the adjacent CPZD 16-ac parcel) Density 4 units/acre 24 units/acre 7 units/acre Min. Lot Width 70' None N/A Min. Lot Area 8000 SF for Single-family 6000 SF for Single-family, N/A dwellings, and 12,000 SF 6500 SF for Two (2) Family, for Two (2) Family 8000 SF for Three (3) or dwellings more family Maximum Building Height 3 stories 5 stories 2 stories Building Area On any lot the area On any lot the area On the entire 33-acre subject occupied by all buildings occupied by all buildings property, the area occupied by all shall not exceed 40% of shall not exceed 60% of the buildings shall not exceed 35% of the total area of such lot. total area of such lot. the total 33-acre subject property Accessory ground Accessory ground mounted area. mounted solar energy solar energy systems shall systems shall not be not be considered buildings. considered buildings. Parking Provided (Spaces 2 UDC Ch. 172 Parking & 2.86 per dwelling unit) Loading C'v Crafton Tull architecture I engineering I surveying 300 N College Ave, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontu I I.com Tree Preservation Min. 25% 20% 25% Canopy Preservation *All front setbacks are from the public right-of-way. All rear and side setbacks are from the perimeter property line for each of the three proposed parcels, except for a few units whose side abuts public - right -of way, as shown with 10' side setback adjacent to right-of-way in the table above. A 30' building setback around the entire perimeter of the property is included, except where adjacent to existing CPZD 16-ac parcel. Please see the additional table below which compares the physical unit separations to the existing zoning's setbacks. Also, the proposed residential envelope's minimum width & area are compared to the existing zoning's minimum lot width & area. The applicant understands the nature of the internal design and layout of the development may be confusing — as there are no internal property lines to measure technical setbacks from (except for the public right-of-way lines) —therefore the following additional table has been provided in hopes of clarifying the proposed internal building and unit spacing. These additional comparisons are intended to remove any doubt and show how the site's internal layout will be regulated through the proposed PZD. Existing Comparable Internal Setback, Lot Area, or Lot Width Internal Unit Spacing/Size Existing RSF-4 Existing Underwood Proposed PZD Regulation Commercial PZD Planning Planning Area 1 Area 1 Min. Front Separation 15' 15' 10 (to outside edge of sidewalk) Min. Side Separation 5' setback (10' 5' setback (10' between 5' setback (10' between buildings) between buildings) buildings) Min. Rear Separation 15' 15' 10, 300 N College Ave, Suite 317 C ra f to n Tu 11 Fayetteville, 270 479.455.2207 ® architecture I engineering I surveying craftontull.com Planning Area 2 (Non-residential Zoning District): Below is a chart comparing Planning Area 2 (Non-residential Zoning District) within this PZD versus City of Fayetteville RSF-4 & Underwood Commercial PZD of the property: Regulation RSF-4 Underwood Proposed PZD Commercial PZD Planning Area 2 Planning Area 1 Permitted Uses Units 1, 8, 41, 46 Units 1, 5, 8, 9, 12b, 13, Units 1, 4 15, 25, 40, 41, 42, 44, 45 Conditional Uses Units 2, 3, 4, 5, 9, 12a, Units 2, 3, 4, 10, 11, 24, Units 2, 3 24, 36, 44 26,36 Front Setback 15' 15' 30' Side Setback adjacent to 5' S' 30' Single & Two Family Side Setback Other Uses 5' S' 30' Rear Setback adjacent to 15' 15' 30' Single Family Rear Setback Other Uses 15' 15' 30' (except adjacent CPZD 16-ac parcel) Density 4 units/acre 24 units/acre 0 units/acre Min. Lot Width 70' None None Min. Lot Area 8000 ft2 for Single- 6000 ft2 for Single- None family dwellings, and family, 6500 ft2 for Two 12,000 ft2 for Two (2) (2) Family, 8000 ft2 for Family dwellings Three (3) or more family Maximum Building Height 3 stories 5 stories 2 stories Building Area On any lot the area On any lot the area None occupied by all occupied by all buildings shall not buildings shall not exceed 40% of the total exceed 60% of the total area of such lot. area of such lot. Accessory ground Accessory ground mounted solar energy mounted solar energy systems shall not be systems shall not be considered buildings. considered buildings. 300 N College Ave, Suite 317 C ra f to n Tu 11 Fayetteville, 270 479.455.2207 ® architecture I engineering I surveying craftontull.com **By right, common mailbox units shall be allowed within Planning Area 2. ***Accessory uses shall mimic UDC 164.02, Accessory Structures and Uses. H) Analysis of Site Characteristics: The existing 33-acre site is primarily grass with dense tree canopy in three areas: west side, south property line, and center/north area of the site. The site was previously used for hay harvesting. This site is generally sloped from south to north with —5 slope along the southern boundary and —1-2% slope in the center and north areas of the site as you approach Clabber Creek. There are three point discharge locations where offsite stormwater flows onto the site, and travels through the site in a channelized condition. Each of these locations will be captured and conveyed to the proposed detention areas. Additionally, the Underwoods ownership has granted permission for the proposed development to use the existing wet ponds, adjacent to the north and east, for detention volume, if needed. A flood study (No Adverse Impact Letter & Analysis) and wetland delineation study will provided upon first LSD submittal, as required by the City of Fayetteville engineering department. City GIS mapping shows most of the site contains hydric soils. The Master Plan in Exhibit C shows preservation of potential WOTUS wetland and channel areas, and the maximum disturbance to the WOTUS will be less than 0.5- acres to stay within USACE Nationwide Permitting requirements and therefore not trigger a USACE Individual Permit. The 100-yr floodplain crosses the northwest corner of the site. There are no known manmade hazards. 1) Recreational Facilities: The future development of this property will have open space pockets that are a central design feature. The open spaces will have pedestrian access from all directions with an inner sidewalk and/or soft surface trail. The recreational facilities within these open spaces includes the following but is not limited to: dog park, community garden, internet cafe, business center, fitness center, pool, and pickleball courts. A walking trail network throughout the internal greenspace will be provided, and the network will connect pedestrian access to the adjacent Underwood Park at multiple locations along the subject property boundary. See Overall Site Plan included in Exhibit C, which shows an aerial view of the site and the adjacent trail system for Underwood Park and Clabber Creek multi -use trail. J) Reason for Rezone Request: The subject property is currently zoned RSF-4 and allows for 1-4 single family dwellings with a density of up to 4 units per acre and minimum lot width of 70'. Due to the developer's desire to create a more compact, walkable, open -space driven design, the developer is requesting a PZD that allows for unique character of the proposed development. The concept site plan, as shown in Exhibits B & C of this booklet, is based on 32' wide envelopes, but allows the developer to create bigger or smaller envelopes, depending on their preference at the time of development. However, the minimum spacing between single family structures shall always remain at 10' minimum. A Planned Zoning District (PZD) was the method chosen to do this for one reason. 1. Other base zoning classifications could've been requested, but due to the unique character & nature of the development, it would result in assortment of variances and deviations. This is why the developer has proposed a Planned Zoning District which allows for single family detached rental units with a zoning density of no more than 7 units per acre. Other zoning districts (Multi -Family, Community Services, Residential Intermediate -Urban, etc) could allow for a similar flexibility to what is being proposed here, but not without it seeming like the developer C ra f to n Tull ® architecture I engineering I surveying 300 N College Ave, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontull.com was building multi -family apartments or an overly dense development. This is not their desire nor how they wish for the public, Commission, or Council to see this request as. It is their intent to build smaller single family detached rental units with a zoning density of no more than 7 units per acre. K) Relation to Existing and Surrounding Properties: Crystal Springs subdivision to the south is zoned RSF-4, allowing 4 units/acre. The Underwood Commercial PZD to the east allows 24 units/acre. The undeveloped parcel to the west is zoned RSF-1, allowing 1 unit/acre. The subdivisions surrounding Holcomb Elementary to the north are a mix of RSF-4 and RSF-8, allowing at most 8 units/acre. This development, being medium density residential at 7 units/acre, will serve as a transitional use between surrounding neighborhoods while still conforming to the general residential uses within the area. The existing RS-4 zoning on the 33 acre parcel currently allows for 132 units to be developed. The Next Chapter Development proposal would increase the total allowed unit count to 231 units — an increase of 99 units. This development will have public street connections to the south on N Carnelian Ln & N Raven Ln, which are existing stub outs for the Crystal Springs subdivision. This development will also have a public connection to N Deane Solomon Rd to the east via right-of-way dedication through adjacent properties. Traffic within this development will have egress/ingress from N Carnelian Ln, N Raven Ln, & N Deane Solomon Rd. All signage shall mimic UDC Chapter 174. At least 2 monument signs will be constructed for the neighborhood entrances. Non-commercial signage shall be allowed under Chapter 174 of the UDC. No illuminated signs are allowed. The maximum surface area for each monument sign shall not exceed 45 square feet, see Exhibit E for an example monument sign of this display size. L) Compliance with Fayetteville's Comprehensive Land Use Plan. Fayetteville's Future Land Use Plan calls this area to be Residential Neighborhood, which offers a wide variety of housing types, with highly connected, compact blocks with gridded street patterns. This Planned Zoning District is in compliance with that, as it allows a wide variety of single-family housing units with no minimum lot width or size. Two to four family dwellings are also allowed with this Planned Zoning District. This development is connected to the existing subdivision to the south and to the future mixed -use development to the east for the Underwood Commercial PZD, as well as internally, with the open space being a central focal point. Below are the six 2040 City Plan goals and how this development aligns with them: Goal 1: We will make appropriate infill and revitalization our highest priority. This site is an infill project, between two existing residential developments. This project connects vehicles and pedestrians throughout this area in a logical and concise manner. Single-family residential use on this site compliments the context and character of the existing neighborhood to the south of the site, while obtaining the density needed to promote affordable housing in the region. Goal 2: We will discourage suburban sprawl. This development would not be considered suburban sprawl having high and medium density neighborhoods surrounding it. This development connects the two existing developments, extends vehicular and pedestrian access through this site and surrounding sites to local parks and amenities (i.e. Underwood Park, Gary Hampton Softball Complex, Wilson Springs Preserve, Holcomb Elementary). C ra f to n Tull ® architecture I engineering I surveying 300 N College Ave, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontull.com This Planned Zoning District has a density that is less than the adjacent Commercial PZD 24 units/acre density, while also being a concise development which minimizes public street construction and centers on an internal open space for residents to enjoy. Goal 3: We will make traditional town form the standard. This development meets this goal by being a compact and dense subdivision thus being able to preserve open space and trees, having interconnected streets and sidewalks, and minimizing the unit's front facade separation from the sidewalk, while still providing one parking stall in each driveway. This will keep the units close to the street to mimic traditional town form. Goal 4: We will grow a livable transportation network. This development will promote walkability and bicycling by having interconnected tree -lined streets, and sidewalks. Fayetteville's Clabber Creek trail is adjacent to this development, just north of Clabber Creek. The existing Underwood Park is directly adjacent to the northeast. Residents of this development will be able to access the Underwood Park trail system at multiple locations around the eastern, northern, and southern perimeters of the site. The students and faculty of Holcomb Elementary and any citizen who uses the Gary Hampton Softball complex for sports can use the Clabber Creek multi -use trail and/or public sidewalk network to access their home in this proposed development. If public transportation decides to extend west, this development will provide connection with surrounding neighborhoods thus making bus stops more accessible. The City Plan 2040 clearly states a plan to create compact, complete, and connected development. These privately owned & maintained streets with public access & utility easements dedicated over them will meet that plan for the following reasons: 1. Pedestrians will have multiple direct access points to the adjacent Underwood Park trail system. 2. Pedestrians have less than 0.20 miles access from site to the Clabber Creek multi -use paved trail to the north. Goal 5: We will assemble an enduring green network. This development will meet this goal by preserving trees and open space. Streamside protection measures will be along Clabber Creek at the northwestern corner of the property. Additionally, the proposed development will consist of tree -lined streets, interconnected sidewalks, and will connect to the Clabber Creek multi -use trail and Wilson Springs Preserve, which are both adjacent to the development. Goal 6: We will create opportunities for attainable housing: This goal will be met the developer providing a mixture of housing sizes and unit types. This mixture will allow some of the homes to be more affordable than the average single-family dwelling. Additionally, the homes will be rental units and therefore more financially attainable than the average single family private lot. M) Traffic Study A Traffic Impact Analysis study has been prepared for the site, dated June 2025. The study was prepared by Traffic Engineering Consultants, Inc., which concluded that "no traffic control or geometric roadway improvements are necessary as a result of the proposed site traffic to continue operating at acceptable levels -of -service both now and in the future". N) Impact of City Services An 8" proposed water main will be extended throughout the site to serve all residential units, and will connect to the existing 8" water main. An 8" gravity sanitary sewer main will be extended throughout 300 N College Ave, Suite 317 C ra f to n Tu 11 Fayetteville, 270 479.455.2207 ® architecture I engineering I surveying craftontull.com the site to serve all residential units. The internal gravity main network will drain into the existing 10" PVC sewer main, which increases to 12" as it flows north and crosses Clabber Creek. Initial discussions with city staff stated sanitary sewer capacity, water pressures and flows should not be a concern, as long as on -site water pressure and sanitary sewer capacity studies are provided at the time of LSD submittal. Emergency services, police and fire, will be able to serve houses by the streets throughout the development. The proposed site's access separation distance, per 2021 Arkansas Fire Code, Appendix D, Section D104.3, is at least half the longest diagonal distance of the site. The longest diagonal distance, from NE corner to SW corner of the site, is approximately 2,500 feet (thus required minimum separation distance is 1,250 feet). The two proposed N. Raven Ln access points on site are separated by approximately 1,682 feet. At the time of LSD submittal, the site's phasing plan will make sure to include both N. Raven Lane access points within Phase 1, to ensure the minimum separation distance is met. Fire hydrants will be installed strategically throughout the development, and the streets will have 26' width required for a fire truck, or a bump -out fire apparatus access pad at each hydrant location if the street is less than 26' wide from face of curb to face of curb. As drawn in Exhibit C, the width of the roads is 27' FC to FC and 28' BOC to BOC. The City's commercial trash & recycling truck program will pick up the waste weekly from each unit. O) Conceptual Description of Development Standards The proposed PZD will set forth development standards and conditions aimed at encouraging harmonious development, ensuring continuity in development, enhancing the appeal and practicality of the area as a residential space, overall, elevating the community. 1) Screening and Landscaping: Landscaping for this development will generally conform with UDC Chapter 177. Residential units shall have a consistent foundation and high -quality design at the front of the house and throughout the development. Native material and high -quality design are encouraged for new construction of homes. A basic landscape plan will be submitted with building elevations and floor plans. There will be no vegetative screening between the units; however, the entire perimeter of the site will have a landscaped screening buffer within the 30' building setback, except where adjacent to the eastern CPZD 16-ac parcel. 2) Traffic and Circulation: This development will provide connectivity for surrounding neighborhoods and create another route of egress/ingress thus alleviating traffic congestion within existing subdivisions. The private internal streets will be privately owned & maintained The public internal streets will conform to the typical section requirements for a Residential Link. Also, right-of-way will be dedicated for the portion of N Raven Ln that crosses adjacent properties to the northeast, connecting to N Deane Solomon Rd. 3) Parking Standards: Parking standards will meet City of Fayetteville Minimum Street Standards where on -street parking and parking spaces are to be proposed. Parking will be available in garages and driveways at each residence as well as on -street and within parking pods, where allowed by this planned zoning district and the master street plan. See the parking count and breakdown by unit type, in Exhibits B & C. There are approximately 2.86 parking spaces per unit. 4) Perimeter Treatment: C ra f to n Tull ® architecture I engineering I surveying 300 N College Ave, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontull.com This development is compatible with adjacent developments and proposes to meet the future land use map. The perimeter treatment will be a 30' building setback, except where adjacent to the CPZD 16-ac parcel. 5) Sidewalks: Sidewalks will be provided throughout the development and along Residential Link private & public streets. These will connect to the adjacent Underwood Park walking trails and the internal greenspace trails. 6) Streetlights: Streetlights shall be of a uniform type throughout the development. All streetlights shall be full cut-off fixtures and a lighting system shall appropriately light all public areas. All streetlights shall be per Ozark Electric cooperative and meet UDC code 166.04(B)(3)(g). 7 Water: Water mains and services shall be provided for each dwelling and residence. Water mains shall be per Fayetteville 2022 Water and Sewer Specifications, utilizing an 8" AWWA C900 PVC, DR14 material. Water services shall follow these same specifications for meters and service lines. 8 Sewer: Sewer services shall be provided for all dwellings and buildings. Sewer mains shall be per Fayetteville 2022 Water and Sewer Specifications, utilizing an 8" PVC SDR 26. Sewer services shall follow these same specifications for any meters and service lines. 9) Street and Drainage: The technical design and physical construction of the private streets will generally conform to the City Minimum Street Standards, 2020 edition, whereas the public streets will completely conform. The private streets will be privately owned & maintained. Please see Exhibit C for the proposed residential link public & private typical sections. Street design shall be reviewed by the Engineering department of the City of Fayetteville. Drainage and storm design will be provided with a drainage report at time of LSD submittal. This report will comply with all minimum standards 1-4 of the City's Drainage Criteria Manual. Detention volume will be located on -site, as well as within existing adjacent wet ponds. Water quality features such as bioretention cells, bioswales, and pervious pavers will filter and treat the stormwater before entering the detention system. Drainage and storm design will be reviewed by the Engineering Department of the City of Fayetteville. 10) Construction of Nonresidential Facilities: Non-residential facilities are not proposed within this development apart from the leasing office building and park bathroom located in the Planning Area 2 open space. 11) Tree Preservation: Tree preservation plans and landscape plans will be required and submitted once development begins on a Large Scale Development application and development plan is submitted. The intent is to preserve as many trees as possible in Planning Area 2. Planning Area 1 will have no preservation. Mitigation will be shown in Planning Area 2. Per UDC 167, the existing canopy percentage will be preserved as much as possible, and the remaining percentage will be mitigated for on and/or off -site. 12) Architectural design standards: Architectural design standards have been attached to this application as Exhibit D. Residential buildings must be consistent with the style and look of examples set in Exhibit D. Houses may be larger or smaller, 300 N College Ave, Suite 317 C;) Crafton Tull Fayetteville, AR .270 479.4552207 ® architecture I engineering I surveying craftontull.com but will have the same general look as attached in Exhibit D. The units are designed to meet the majority of the Architectural Design Standards from UDC 166.23 (D). 13) Lot Design Standards: For all units, the fagade facing the street has clearly defined front door and windows. For facades that front more than one street, only one fagade is required to have a front door and window. The garage opening widths are less than 50% of the principal fagade length, unless the house has a second story with windows facing the street (i.e. Hamilton, Jennings unit types). 13) Propose signage: The developer intends to build one monument sign at each of the entrances to the neighborhood. This is allowable by right in Planning Area 2, as is the common mailbox unit. Each sign will be maximum 45 ft2. Each sign will not be internally illuminated; however, external illumination with decorative or landscape lighting may be used. Each monument sign will generally conform to UDC 174.10(B). 14) View Protection: View protection shall be considered if any proposed work is to occur outside the scope of the proposed PZD and its master plan. 15) Covenants, trust, and homeowner association: There will be no homeowner's or property owner's association with this development. The property will be owned, maintained, and managed by one entity, Next Chapter Holdings, LLC, or a subsidiary of. A full time maintenance & leasing staff will be present on the property. P) PZD Intent/Purpose The intent of this Proposed PZD is to create and expand the City Residential Neighborhood Area as outlined in the City of Fayetteville's 2040 Land Use Plan. The proposed PZD wishes to expand the existing infrastructure, while creating a livable, harmonious, and vibrant community compatible to surrounding uses. Q) Legal Description Planning Area 1 & 2: PART OF THE SE 1/4 OF SECTION 32, TOWNSHIP 17 NORTH, RANGE 30 WEST, WASHINGTON COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SW 1/4 OF THE SE 1/4 OF SAID SECTION 32; NO2°23'27"E 1381.39 FEET TO THE POINT OF BEGINNING; THENCE NO2°23'27"E 777.29 FEET; THENCE S87°48'23"E 576.12 FEET; THENCE S03°18'06"E 169.29 FEET; THENCE S87°14'42"E 1141.88 FEET; THENCE S12°18'05"E 449.85 FEET; THENCE S02°38'01"W 193.06 FEET; THENCE N87°32'17"W 437.69 FEET; THENCE S02°27'43"W 227.74 FEET; THENCE N87°32'06"W 967.49 FEET; THENCE NO2°27'54"E 250.00 FEET; C'w Crafton Tull architecture I engineering I surveying 300 N College Ave, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontu I I.com THENCE N87°32'06"W 442.90 FEET TO THE POINT OF BEGINNING, CONTAINING 33.31 ACRES, MORE OR LESS AND SUBJECT TO ANY AND ALL EASEMENTS OF RECORD OR FACT. EXHIBIT A COVER SHEET/SURVEY 0 T-16-N R-30-W DEED DESCRIPTION (DEED 2021-00013842): PART OF THE NW 1/2 OF THE SE 1/4 OF SECTION 32, ALL IN TOWNSHIP 17 NORTH, RANGE 30 WEST, WASHINGTON COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SECTION 32; THENCE NORTH 8716'59" WEST A DISTANCE OF 782.21 FEET TO THE EAST LINE OF CRYSTAL SPRINGS SUBDIVISION. THENCE ALONG SAID NORTH LINE NORTH 0238'01" EAST A DISTANCE OF 1,483.34 FEET TO THE POINT OF BEGINNING. THENCE ALONG THE WEST LINE THEREOF THE FOLLOWING FOUR COURSES: THENCE NORTH 2.38'01' EAST A DISTANCE OF 76.97 FEET; THENCE NORTH 12'18'05' WEST A DISTANCE OF 449.85 FEET, THENCE NORTH 8714'42' WEST A DISTANCE OF 556.89 FEET; THENCE NORTH 02°45'14" EAST A DISTANCE OF 527.06 FEET; THENCE NORTH 7418'30" EAST A DISTANCE OF 920.33 FEET; THENCE SOUTH 236'38"WEST A DISTANCE OF 245.00 FEET; THENCE NORTH 87'23'22"WEST A DISTANCE OF 25.00 FEET; THENCE SOUTH 2'36'38'WEST A DISTANCE OF 758.10 FEET; THENCE SOUTH 42°23'22'EAST A DISTANCE OF 35.36 FEET; THENCE SOUTH 2°36'38"WEST A DISTANCE OF 301.04 FEET TO THE SOUTHEAST CORNER OF SAID LOT 4; THENCE ALONG THE SOUTH LINE THEREOF NORTH 87°23'22" WEST A DISTANCE OF 202.48 FEET TO THE POINT OF BEGINNING, CONTAINING 16.01 ACRES, MORE OR LESS AND SUBJECT TO ANY EASEMENTS OF RECORD OR FACT. DEED DESCRIPTION (DEED 2020-00021939): PART OF THE SE 1/4 OF SECTION 32, TOWNSHIP 17 NORTH, RANGE 30 WEST, WASHINGTON COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 32; THENCE NO2°2327"E 1381.39 FEET TO THE POINT OF BEGINNING; THENCE NO2'2327"E A DISTANCE OF 777.29 FEET; THENCE S8748'23"E A DISTANCE OF 576.11 FEET; THENCE S03°18'06'E A DISTANCE OF 169.29 FEET; THENCE S87'14'42"E A DISTANCE OF 1141.88 FEET, THENCE S1218'05"E A DISTANCE OF 449.85 FEET; THENCE S02°38'01"W A DISTANCE OF 193.06 FEET; THENCE N87°32'17'W A DISTANCE OF 437.69 FEET; THENCE S02°2743"W 227.74 FEET; THENCE N87°32'06"W A DISTANCE OF 967.49 FEET; THENCE NO2.27'54"E A DISTANCE OF 250.00 FEET; THENCE N87.32'06"W A DISTANCE OF 442.90 FEET TO THE POINT OF BEGINNING, CONTAINING 33.31 ACRES, MORE OR LESS. SUBJECT TO ANY EASEMENTS OF RECORD OR FACT. SURVEY DESCRIPTION: LOT 4, AS PER PLAT RECORD 024A-00000298 IN THE OFFICE OF THE CIRCUIT CLERK AND EX-OFFICIO RECORDER OF WASHINGTON COUNTY, ARKANSAS, BEING PART OF THE SE 1/4 OF THE NE 1/4 AND THE N 1/2 OF THE SE 1/4 OF SEC11ON 32, TOWNSHIP 17 NORTH, RANGE 30 WEST, WASHINGTON COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SE 1/4 OF THE SE 1/4 OF SAID SECTION 32; THENCE N8716'59"W 782.21 FEET; THENCE N0238'01"E 1483.34 FEET TO THE POINT OF BEGINNING, SAID POINT BEING THE SOUTHWEST CORNER OF SAID LOT 4, THENCE ALONG THE WEST LINE THEREOF THE FOLLOWING FOUR COURSES: THENCE N0238'01"E 76.97 FEET; THENCE N12"18'05"W 449.85 FEET; THENCE N8714'42"W 556.89 FEET, THENCE NO2'45'14"E 527.06 FEET TO THE NORTHWEST CORNER OF SAID LOT 4; THENCE ALONG THE NORTH LINE THEREOF N7418'30"E 920.33 FEET TO THE NORTHEAST CORNER OF SAID LOT 4; THENCE ALONG THE EAST LINE THEREOF THE FOLLOWING FIVE COURSES: THENCE S02'36'38"W 245.00 FEET; THENCE N8723'22"W 25.00 FEET; THENCE S02°36'38"W 758.10 FEET; THENCE S42'2322"E 35.36 FEET; THENCE S02'36'38"W 301.04 FEET TO THE SOUTHEAST CORNER OF SAID LOT 4, THENCE ALONG THE SOUTH LINE THEREOF N87°23'22"W 202.48 FEET TO THE POINT OF BEGINNING, CONTAINING 16.01 ACRES, MORE OR LESS AND SUBJECT TO ANY AND ALL EASEMENTS OF RECORD OR FACT. ALSO PART OF THE SE 1/4 OF SECTION 32, TOWNSHIP 17 NORTH, RANGE 30 WEST, WASHINGTON COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SW 1/4 OF THE SE 1/4 OF SAID SECTION 32; NO2.23'27"E 1381.39 FEET TO THE POINT OF BEGINNING; THENCE NO2'23'27"E 777.29 FEET; THENCE S87.023"E 576.12 FEET; THENCE S03°18'06"E 169.29 FEET; THENCE S87°14'42'E 1141.88 FEET; THENCE S1218'05"E 449.85 FEET; THENCE S02°38'01'W 193.06 FEET; THENCE N8732'17'W 437.69 FEET; THENCE S02°2743"W 227.74 FEET; THENCE N8732'06"W 967.49 FEET; THENCE NO2'27'54"E 250.00 FEET; THENCE N8732'01l 442.90 FEET TO THE POINT OF BEGINNING, CONTAINING 33.31 ACRES, MORE OR LESS AND SUBJECT TO ANY AND ALL EASEMENTS OF RECORD OR FACT. NOTES: THE SURVEY SHOWN HEREON IS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE FACTS OF THIS SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED. THE PROPERTY SURVEYED IS WITHIN THE MUNICIPAL LIMITS OF FAYETTEVILLE, AR. THE PROPERTY SURVEYED IS ZONED CPZD AND RSF-4. THE ZONING CLASSIFICATIONS SHOWN ON THIS PLAT WERE OBTAINED FROM THE CITY OF FAYETTEVILLE CIS SITE, AND REPRESENT THE ZONING CLASSIFICA11ON AT THE TIME OF THIS SURVEY. THE BOUNDARY DETERMINATION SHOWN HEREON WAS BASED UPON THE FOLLOWING DOCUMENTS: DEED 2020-00021939, DEED 2021-00013842, PLAT 2016-00029554, PLAT 2019-00034850, PLAT 024A-00000298, PLAT 0024-00000426, PLAT 0024-00000510 AND PLAT 0024-00000517. NO ATTEMPT WAS MADE TO SHOW BUILDING SETBACK LINES GRAPHICALLY ON THE SURVEY. THE DESIGNATION OR ORIENTATION OF SETBACKS THAT AFFECT THE USE OF THIS PROPERTY ARE DETERMINED BY THE LOCAL GOVERNING JURISDICTION. SETBACK DIMENSIONS WILL BE BASED ON THE ORIENTATION OF THE BUILDINGS TO BE CONSTRUCTED. THERE MAY BE BUILDINGS AND OTHER IMPROVEMENTS ON THE PROPERTY THAT ARE NOT SHOWN ON THIS PLAT. UTILITIES WERE NOT CONSIDERED A PART OF THIS SURVEY. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT CONSIDERED A PART OF THIS SURVEY AND NO INVESTIGATION OF THESE CONDITIONS WAS MADE. THE SURVEYOR HAS NOT MADE A SEPARATE INVESTIGATION OR SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, OR RESTRICTIVE COVENANTS OR ANY OTHER FACTS WHICH MIGHT AFFECT THE PROPERTY. ANY EASEMENTS SHOWN HEREON CAME TO THE ATTENTION OF THE SURVEYOR FROM EXAMINATION OF WACO TITLE COMPANY EASEMENT SEARCH FILE NO. 2504136-10Z DATED APRIL 17, 2025. PAT OF THIS PROPERTY IS IN FLOOD ZONE "AE', AND IS INSIDE THE 100-YEAR FLOOD PLAIN AS SHOWN ON THE NATIONAL FLOOD INSURANCE PROGRAM'S FIRM PANEL NUMBER 05143CO205F, REVISED DATE JANUARY 25, 2024. THE ABOVE STATEMENT IS FOR INFORMATION ONLY AND THIS SURVEYOR ASSUMES NO LIABILITY FOR THE CORRECTNESS OF THE CITED MAP. IN ADDITION, NO INDEPENDENT STUDY OF THE LIKELIHOOD OF FLOODING OF THE SURVEYED PROPERTY HAS BEEN DONE BY THE SURVEYOR AND NO OPINION OF FLOOD HAZARDS IS INCLUDED IN THIS SURVEY. CERTIFICATE OF SURVEYING ACCURACY: I HEREBY DECLARE THAT ON THE 17TH DAY OF JUNE, 2025 THE HEREON PLATTED AND DESCRIBED SURVEY WAS COMPLETED UNDER MY SUPERVISION AND THE IRON PINS WERE FOUND OR SET, AS SHOWN, TO THE BEST OF MY KNOWLEDGE AND BELIEF. •STATE OF•° ARKANSAS NO. 1460 •.G SIGNATURE /'� • O LLATE,,..,'. CRAFTON, TULL, & ASSOCIATES, INC. BY KEVIINJ.J. MONTGOMERY (AGENT) KEVIN J. MONTGOMERY PS 1460 PROFESSIONAL LAND SURVEYOR ALL COPIES THAT DO NOT BEAR AN ORIGINAL SEAL AND SIGNATURE MAY HAVE BEEN ALTERED. THE ABOVE DECLARATION SHALL NOT APPLY TO ANY COPY THAT DOES NOT BEAR AN ORIGINAL SEAL AND SIGNATURE. RECORD INFORMATION STATE PLAT CODE: 500-17N-30W-0-32-102-72-1460 cn Q c� Z Q rY � U Q � � J Q w cri ry Z � > c�7 O 0 ZC? n0 cnZ01,,-, LLI= �<Uz w LLLJ Q Lu Z z ~ _ ZD U O rV m x Q LJI L1J r-) Z J J LL L LI Q I DATE: 06/ 17/2025 PROJECT NO: 25301700 CONTACT: K MONTGOMERY 901 N. 47th St., Suite 400 Rogers, Arkansas 72756 Crafton Tull 479.636.4838 t www.craftontull.corn CERTIFICATE OF AUTHORIZATION: "L CRAFT0" TOLL 8 ASSOCIATES, INC. D No.109 ',o��'�ANt AS ErG\N�E'6 © 2025 Crofton, Tull & Associates, Inc . DELTA DESCRIPTION DATE SHEET NO.: 1 OF 2 LEGEND O FOUND IRON PIN OR PIPE PROPERTY LINE / EASEMENT LINE GRAPHIC SCALE IN FEET 120' 0 120' BASIS OF BEARING: GRID NORTH, ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83 HORIZONTAL DATUM AND NGVD 29 VERTICAL / ` . DATUM DETERMINED BY GPS OBSERVA11ON ON THE CITY OF FAYETTEVILLE CONTROL MONUMENTS USING THEIR PUBLISHED VALUES. BEARING: GRID ' DISTANCE: GRID CONVERGENCE ANGLE:-01'16'43187 / COMBINED SCALE FACTOR: 0.99991525 << 5/8" IRON PIN VALUE CALCULATED AT THE FOLLOWING POINT: N 648801.721 E 663175.113 Z 1264.203 GP�gg/ 31 PARCEL 765-16658- 050 �I LOT 4 PR 024A-00000298 / wl DR 2021-00013842 r ±16.01 ACRES 7706'W 442 90' I I I I M LU n N N Z I I I I P.O.C. SW CORNER SE 1/4 SECTION 32 T-17-N R-3-W 5/8" IRON PIN N I I a N 1/2' IRON PIN I� 20' WATER & SEWER EASEMENT I' DOG 2022-00022348 I I I PARCEL 765-16658-050 DR 2020-00021939 ±33.31 ACRES N871 2"W 5 5/8' IRON PIN 0 PIN 0 0 u� N 3 a M CO r� 5/8' IRON PIN (0-4 5/8' IRON PIN 5/8' IRON PIN a s 5/8' IRON PIN N = 650186.41 E = 663270.67 PARCEL LINE TABLE LINE DIRECTION LENGTH L1 N2' 38' WE 116.09' L2 NT 38' 01'E 76.97' L3 N87' 23' 227W 25.00' L4 S42' 23' 227E 35.36' 00 0 N Z I P.O.C. SE CORNER SE 1 /4 SECTION 32 T-17-N R-3-W N87'16'59'W 782.21' RECORD INFORMATION STATE PLAT CODE: 500-17N-30W-0-32-102-72-1460 cn c� Z Q U Q � � J Q W ,�j V ry Z 1 > r) c'i o o n-1 z n 0 t/� z O w = z w � U w Q L LI z ~ z _ � U O � fY cc X Q ILI L1J f2 z J J LU F— L LI I II — DATE: 06/ 17/2025 PROJECT NO: 25301700 CONTACT: K MONTGOMERY 901 N. 47th St., Suite 400 Rogers, Arkansas 12756 Crafton Tull 479.636.4838 t www.craftontull.corn CERTIFICATE OF AUTHORIZATION: "L CRAFTON, TULL 8 ASSOCIATES, INC. D No.109 ��'�ANtgS ErG\N�E'6 © 2025 Crofton, Tull & Associates, lnc. DELTA DESCRIPTION DATE SHEET NO.: 2 0 F 2 NEXT CHAPTER P7D FAYETTEVILLE., ARKANSAS W CRYSTAL DR W VANIKE DR 1 z m D z m r m 70 o o K: \ z SITE o N CARNELIAN LN I N RAVEN LN W AZURITE ST toz z z a m z co IM r z z 7u r z INi zl PZD -2025-0003 COVICINITY MAP (NTS) BASIS OF BEARING ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83 HORIZONTAL DATUM AND NGVD 29 VERTICAL DATUM DETERMINED BY GPS OBSERVATION ON THE CITY OF FAYETTEVILLE CONTROL MONUMENTS USING THEIR PUBLISHED VALUES. FREEWAY/EXPRESSWAY REGIONAL LINK -HIGH ACTIVITY REGIONAL LINK NEIGHBORHOOD LINK NEIGHBORHOOD LINK PLANNED RESIDENTIAL LINK PLANNED ce PROJECT INFORMATION APPLICANT: CRAFTON TULL CONNOR THREET P.E. 300 N. COLLEGE AVE., SUITE 317 FAYETTEVILLE, AR 72701 479-878-2467 OWNER PURSUING PZD: EXISTING OWNERSHIP: PLAT DOCUMENTS FOR EXISTING PARCELS: � LO ti NEXT CHAPTER HOLDINGS, LLC 2500 TRADE CENTER DR EVANS, GA 30809 UNDERWOOD, CRAIG & LAURA REVOCABLE TRUST KTB LIMITED PARTNERSHIP PROPERTY LINE ADJUSTMENT PLAT 2019-00034850 PROPERTY LINE ADJUSTMENT PLAT 2016-00029554 TRACT SPLIT PLAT 024A-00000298 ACCESS, MAINTENANCE, & DETENTION PERMANENT EASEMENT PLAT DOC 2019-00038607 f r LO VGo 3 R )N87 Vw W S87'48'2 _ 57612/' �w \ I �t v Lr, r (V\ I Q- 71 `2 S8714'42'f_ 1141.88' ( I 20' WATER & SEWER EASEMENT DOC 2022-00022348 r �_ 1} CD f 20 .48 w N873. 2'06"W 44290' 0 1� r� �4 X1 '� j� ,� -� —A �'� Sr ^ N87'32'17 oy° �- y�jj �t e.z f>✓ 'n" T �,/` �.,. � by n ,-� � ACCESS & MAINTENANCE EASEMENT & --/ \— ACCESS & MAINTENANCE EASEMENT & PERMANENT EASEMENT FOR DETENTION PERMANENT EASEMENT FOR DETENTION PONDS DOC 2019-00038607 PONDS DOC 2019-00038607 PROPERTY DESCRIPTION LOT 4, AS PER PLAT RECORD 024A-00000298 IN THE OFFICE OF THE CIRCUIT CLERK AND EX-OFFICIO RECORDER OF WASHINGTON COUNTY, ARKANSAS, BEING PART OF THE SE 1/4 OF THE NE 1/4 AND THE N 1/2 OF THE SE 1/4 OF SECTION 32, TOWNSHIP 17 NORTH, RANGE 30 WEST, WASHINGTON COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SE 1/4 OF THE SE 1/4 OF SAID SECTION 32; THENCE N8716'59"W 782.21 FEET; THENCE NO2°38'01"E 1483.34 FEET TO THE POINT OF BEGINNING, SAID POINT BEING THE SOUTHWEST CORNER OF SAID LOT 4; THENCE ALONG THE WEST LINE THEREOF THE FOLLOWING FOUR COURSES: THENCE NO2'38'01"E 76.97 FEET; THENCE N1218'05"W 449.85 FEET; THENCE N8714'42"W 556.89 FEET; THENCE NO2°45'14"E 527.06 FEET TO THE NORTHWEST CORNER OF SAID LOT 4; THENCE ALONG THE NORTH LINE THEREOF N7418'30"E 920.33 FEET TO THE NORTHEAST CORNER OF SAID LOT 4; THENCE ALONG THE EAST LINE THEREOF THE FOLLOWING FIVE COURSES: THENCE S02°36'38"W 245.00 FEET; THENCE N87°23'22"W 25.00 FEET, THENCE S02°36'38"W 758.10 FEET, THENCE S42°23'22"E 35.36 FEET; THENCE S02°36'38"W 301.04 FEET TO THE SOUTHEAST CORNER OF SAID LOT 4; THENCE ALONG THE SOUTH LINE THEREOF N87°23'22"W 202.48 FEET TO THE POINT OF BEGINNING, CONTAINING 16.01 ACRES, MORE OR LESS AND SUBJECT TO ANY AND ALL EASEMENTS OF RECORD OR FACT. ALSO PART OF THE SE 1/4 OF SECTION 32, TOWNSHIP 17 NORTH, RANGE 30 WEST, WASHINGTON COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SW 1/4 OF THE SE 1/4 OF SAID SECTION 32; NO2°23'27"E 1381.39 FEET TO THE POINT OF BEGINNING; THENCE NO2°23'27"E 777.29 FEET; THENCE S87°48'23"E 576.12 FEET; THENCE S0318'06"E 169.29 FEET; THENCE S8714'42"E 1141.88 FEET; THENCE S1218'05"E 449.85 FEET; THENCE S02°38'01"W 193.06 FEET; THENCE N87°32'17"W 437.69 FEET; THENCE S02°27'43"W 227.74 FEET; THENCE N87°32'06"W 967.49 FEET, THENCE NO2°27'54"E 250.00 FEET; THENCE N87°32'06"W 442.90 FEET TO THE POINT OF BEGINNING, CONTAINING 33.31 ACRES, MORE OR LESS AND SUBJECT TO ANY AND ALL EASEMENTS OF RECORD OR FACT. Arkansas One Call Know what's below. Cal I before you dig. FLOOD NOTE: A PORTION OF THE PROPERTY IS IN FLOOD ZONE "AE", AND IS INSIDE THE 100-YEAR FLOOD PLAIN AS SHOWN ON THE NATIONAL FLOOD INSURANCE PROGRAM'S FIRM PANEL NUMBER 05143CO205G, EFFECTIVE DATE JANUARY 24, 2024. THE ABOVE STATEMENT IS FOR INFORMATION ONLY AND THIS SURVEYOR ASSUMES NO LIABILITY FOR THE CORRECTNESS OF THE CITED MAP(S). IN ADDITION, NO INDEPENDENT STUDY OF THE LIKELIHOOD OF FLOODING OF THE SURVEYED PROPERTY HAS BEEN DONE BY THE SURVEYOR AND NO OPINION OF FLOOD HAZARDS IS INCLUDED IN THIS SURVEY. THE FLOOD HAZARD ZONE BOUNDARIES SHOWN HEREON WERE SCALED FROM THE MAPS CITED AND ARE NOT THE RESULT OF INDEPENDENT COMPUTATION OR ANALYSIS. 300 N College Ave., Suite 317 Fayetteville, Arkansas 72701 Adk Grafton Tull ® architecture I engineering I surveying 479.636.4838 t CERTIFICATE OF AUTHORIZATION: " . OF v 0 CRAFTON, TULL & r _ ASSOCIATES, INC. No. 109 gVSAS GRAPHIC SCALE IN FEET 200' 0 200' NEXT CHAPTER NEIGHBORHOOD AT UNDERWOOD PARK FAYETTEVILLE, AR Key Plan No. Description Date This document, and the ideas and designs incorporated g p herein, as an instrument of professional service, is the property of Crofton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. NS.� RUC T ION PROJECT NO:25301700 CIO QKL ISSUE DATE: 06/O4/2025 �O� THIS NCONTACT: C. THREET h DOCUMENT IS QC by: z° PRELIMINARY IN QC Date: NATURE AND IS NOT ' PRELIMINARY N A FINAL, SIGNED PLANS % AND SEALED DOCUMENT .�° © 2025 Crofton, Tull & Associates, Inc. NOIlO0�S� COVER SHEET/SURVEY 1 OF 1 EXHIBIT B ZONING &DEVELOPMENT STANDARDS BY PLANNING AREA 0 300 N College Ave., Suite 317 Fayetteville, Arkansas 72701 Adk Grafton Tull ® architecture I engineering I surveying 479.636.4838 t CERTIFICATE OF AUTHORIZATION: " P�<„DF o c� CRAFTON, TULL & r _ ASSOCIATES, INC. No. 109 ���'tNSAS EN6t���� numunnu""` GRAPHIC SCALE IN FEET 1 7 8 0' 0 80, NEXT CHAPTER NEIGHBORHOOD AT UNDERWOOD PARK FAYETTEVILLE, AR Key Plan JU 0 No. Description Date This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crofton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. NS-RUCTION PROJECT NO: 25301 700 ISSUE DATE: 06/04/2025 �O� THIS CONTACT: C. THREET h DOCUMENT IS N QC by: z PRELIMINARY IN QC Date: NATURE AND IS NOT ° PRELIMINARY N A FINAL, SIGNED PLANS % AND SEALED DOCUMENT © 2025 Crafton, Tull & Associates, Inc. �61 0`0 ° N011on�Ls� EXHIBIT B ZONING & DEVELOPMENT STANDARDS BY PLANNING AREA MAP 1 OF 2 EXHIBIT C MASTER PLAN, AERIAL OVERALL SITE PLAN, &MODIFIED TYPICAL RESIDENTIAL LINK SECTION 0 PLANNING AREA PLANNING AREA 1 PLANNING AREA 2 EXISTING CPZD / l R CREEK _ J f7CL ABBE ' o ' E 9 _77- j' ® N 23 2 .r y G ® s l •„�:9•: h 4� I �(II�1 �( • xnx3. } ?rrx'4. Is- Cqo , f ! ,y a:9f:• Ld STORMWATER rf II MANAGEMENT " ✓ ,� �`�o / V ,— ��� — _ — z I I AREA— . S8T48 23 E 576.12' � �\ l rU 1 �(\ S .N a5t� ��, , f. • � ,e�'�."xfi'. I I rf:+Y... \ , �\ � / / � � V -.� � v� �1� v � �� I` 7 � � 1S'.;��.t � 'f ;tf�'E:: • ;�ii F'\ �� (�' •a J 1 � � � � ® � � S87'14 � f � f I•� `E � � 14 '1 �• � 20 WA R EASkMENT � � / v f S fl ��y. 16"✓: r I l� `.`{aw LD Y { STORMWATER MANAGEMENT AREA i U u a ''•�- � n � I .A . K. 1 1 . / 1 ® STORMWATER f` STORMWATER Q �/;... MANAGEMENT MANAGEMENT AREA AREA _ w�Y. 1 :• 0 1111 / � 11 � ) °cn _ ® STONRAMGWEMAETENRT � N \ f l ° ` ,r © •,• Sj' / AREA 1 vfny� • f z � J / 1 • ® � I \ i f. , � � ✓ ® �73: :1t .:te VA , i � ° � ' O V —ET IN LE "o (D ' r as kP.buses mx �:.Ftiaa. - Via:. • Sc.. - I, 5;S -::: ... �":'( •`'. M. M �,f . '.jf9:,� [/ w. r .r �•. r:, C 2 u ti N87'32'06 W 442.90 S Z ® � ; / �• �'1/ —L. f— O r— v �- I V li —I cn .s / ,'• x �; a �-- ✓ ) l .- `` I \ ..` w � nr: -A� r�:. .� ' � . S :;�'ii � / ice' ✓� --j �''.-^ f � .-- ^ ^'t fti 'Sx,' '!v.;i; , 4, ::'',In,Vr �zks(' o I I (i• /r // / % /" .i/'mot. / '� J J I I � • j€kG`r:,: s 1 7 Jam--- —x VN ) >x ACCESS & MAINTENANCE EASEMENT & PEL NENT EASEMENT FOR DETENTION PONDS �� f :•I^ ®J j `v r� W DOC r� — ICCESS & MA EASEMENT FOR DETENTION POND )\ I` - I - �- --� DOC 2019-00 3860 � � —„— N87 32 O"6 W--967.49' - . I � ✓ ,� � � I III N I � �'� � _—,� — ,— � 300 N College Ave., Suite 317 Fayetteville, Arkansas 72701 Crafton Tull ® architecture I engineering I surveying 479.636.4838 t CERTIFICATE OF AUTHORIZATION: " CRAFTON, TULL & r _ ASSOCIATES, INC. No. I UY /SAS numlllun====„"` GRAPHIC SCALE IN FEET 1 7 8 0' 0 8 0' NEXT CHAPTER NEIGHBORHOOD AT UNDERWOOD PARK FAYETTEVILLE, AR Key Plan JU No. Description Date This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crofton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crofton, Tull & Associates, Inc. �5.� RUCT ION PROJECT NO:25301700 GO RFL ISSUE DATE: 06/04/2025 d�0� THIS % CONTACT: C. THREET DOCUMENT IS N QC by: z PRELIMINARY IN �, QC Date: NATURE AND IS NOT PRELIMINARY m A FINAL, SIGNED z PLANS 2, AND SEALED DOCUMENT -Q © 2025 Crofton, Tull & Associates, Inc. icy O0 /Volio '8 EXHIBIT C MASTERPLAN 20F2 �l it } � � * IIIL 1 �.�. r r i . ,► .. EL • j _ 'OF MOM ...,� , . .._ .. � �,_ -� � Ip•_ • �,: -., � .' ^' . a '.. -° "•r� . � \`- � \ �""' � � !7!'• . ..alp �.' t1 , "eA k + I i , f , l 7 + r - �� - ,. R!lF,�+• .. ' t � /' �, E,. _-_ -fin. �r� . r j A..f-._ - A ®r �' f.�■'. - i is K- �� 1 • `III: •. .. _ .. - '_ UNDERWOOD R - - - , ,- '"' s� '. PARK - ,_ WILSON SPRINGS NATURE PRESERVE 5r .,1`Y �.> _ , - ?r y �,,, ,.,,,..• 1i` - ' 01� S 7r•�- r , tµ - GARY HAMPTON ,� o O 7 SOFTBALL COMPLEX QaC� £:r- ,,"' ..• _ r #T;4 At VI ++iififi �. C� Lij r _ W , fI[ 0. w ` 41 1. . ,► r s . S87 48 23 E 576.12 ®06 4i.. . A a9 .`VA'--`t q�� . �' 6xr s" r--1 co ••.* li .y . y; c,"t �1 ,? y•,6 , .F '1• 'r ''Aw Af. -.•. - W ® M ., >,♦ IJ. i `. • /lr: rf+� • •_ ye . ,.`i, ,, .�. .. ' ts. �,''r�'" .- :� .. .. ' { � Op ® e 4 l , r. ,M 1 . ".." `���pyf _. ✓ �` •,..:.:., r ..,n !- v �i � .� . 1�:�-` .} y i�i 't; 7- Y .,fir- ® � 1 � ♦ ..y;,�'.' - _ ,y, :�' . IT EASEMEN 7t. .f. �',. .��,' * i ! -_ .t,;r Y� 4Y•-• � ;�< Tr, ••"� •e - i�Y II � • • ® I •, J. 'ILL 41 Af fo t F : �I , P •' 1 4 , , _ ' ' '•'F r ' �. 'a a4 ® PLAYGRGUN ® 7N -..V Or (' _ S Y�.•'M tam_•'_ i, .:.. ® ®Nf 'Zf, .. , � / VF iN873 ' \ ® ® ® ® ® ® 0 8723 22 VY 202.48' �— 2 96 -W -442-. — ® ® ® ® ® o i r i Y w '. �• 4 `+` '�' ;i—._i ^---Pf87.32-}7"yy-437.69= — n, r,► 1, . ;. >•' >i �s a5r '"' r, •+,.nuj' •Y � ; • f. ® A " t ACCESS & MAINTENANCE EASEMENT & PERMANENT EASEMENT FOR DETENTION PONDS DOC 2019-00038607 RI .. ► f - ] j I II - ❑ CN CARNELIAN LN I— ��jj I I — _ _ _ _ N RAVEN LN ll 11 I II I I; PERt�ENi-E-ASEhhENNT-FOR SE-DBE-T f�1T[0 PONDS DOC 2019-00038607 L - � J I' �I II II ,�� III I � i � ` -• '� ` ' I II I R .• J L ��..a �%� •"J l- �• _ _ ..�yL - • TA. II 4- 41 ,L40r fly jjjjy,rti,,r ,�✓ f:, -r vsis .'�" .' _ _ II _ 1 r. •i_.. __-.. Aft 7 40 IF AV 94. r iY. • , �p --_ � •t' Yy, 1, 'r1 ' I -'f. � _.,Y �, �; '� � � � .1 .i Y t �' ,... � I -: - -v. . , .. / r.. yt�.,. • .. j•! . � �' - >. > f 1'%' - "' - _ _". fir..-nyr.,.n^. -1� I � ,� r T ,� - . r + 7 r f, fol r jjAM ' Lj 6V 1, 40 , nq vew 300 N College Ave., Suite 317 Fayetteville, Arkansas 72701 Crafton Tull ® architecture I engineering I surveying 479.636.4838 t CERTIFICATE OF AUTHORIZATION:011 CRAFTON, TULL & r _ ASSOCIATES, INC. No. 109 q�l�NSA5 pool unlpl°` GRAPHIC SCALE IN FEET 1 7 200 0 200' NEXT CHAPTER NEIGHBORHOOD AT UNDERWOOD PARK FAYETTEVILLE, AR Q Potential Pedestrian Connection Points to Underwood Park's trail network. Site plan in future LSD submittal will show ro osed p p soft or hard surface pedestrian access from the paved interior sidewalk to access points. Key Plan lU No. Description Date This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crofton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crofton, Tull & Associates, Inc. �5-RUCTION PROJECT NO:25301700 G° RAG ISSUE DATE: 06/04/2025 �O� THIS CONTACT: C. THREET DOCUMENT IS N QC by: z PRELIMINARY IN �, QC Date: ° NATURE AND IS NOT PRELIMINARY N A FINAL, SIGNED PLANS AND SEALED DOCUMENT © 2025 Crafton, Tull & Associates, Inc. �d °O Nolion,8 s� OVERALL SITE PLAN 1 OF 1 U U Q Sao w P � Ur Q O N P 03 0 N � N wN� mew oar Jw w�Q >z3 �O 0Uz Z w Z wQm Z�Q <aO- o�¢ NOTES: w 1. CONTACT THE ENGINEERING DIVISION (575-8206) TO REQUEST AN INSPECTION PRIOR TO POURING ANY SIDEWALK OR DRIVEWAY IN THE RIGHT-OF-WAY. _Cn 2. THE ENGINEER OF RECORD SHALL PERFORM "PART TIME" INSPECTION FOR THE DRAINAGE INSTALLATION AND STREET CONSTRUCTION. THE PUBLIC WORKS INSPECTOR C/) MUST BE PRESENT FOR TESTING. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING TESTING. 3. MINIMUM DENSITY FOR ASPHALT SHALL BE 92% OF THE MAXIMUM THEORETICAL DENSITY. THESE TYPICAL SECTIONS ARE BASED ON STANDARD O -- N CV 4. SUBGRADE (HILLSIDE) SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR. PROCTOR CURVE DATA SHALL BE SUPPLIED TO THE CITY ON ALL MATERIAL BY THE RESIDENTIAL LINKS AND NEIGHBORHOOD LINKS N o N N N N I I ENGINEER OF RECORD, WITHOUT THE COPY OF THE SITE SPECIFIC PROCTOR CURVE, MOISTURE CONTENT MUST BE WITHIN 3% OF OPTIMUM WHEN TESTED. ESTABLISHED IN THE MASTER STREET PLAN. WHERE N N 5. BASE COURSE (CLASS 7 AGGREGATE BASE) SHALL BE COMPACTED TO 98% OF MODIFIED PROCTOR ON RESIDENTIAL LINKS AND NEIGHBORHOOD LINKS. STREET AND/OR PAVEMENT SECTIONS DIFFER,IT IS 0:� Q 6. CURING COMPOUND IS REQUIRED FOR ALL CONCRETE IN RIGHT-OF-WAY OR EASEMENTS, ANY COLOR EXCEPT CLEAR. FOLLOW STANDARD ENGINEERING PRACTICE FOR PLACEMENT IN HOT, WINDY, AND COLD WEATHER. THE RESPONSIBILITY OF THE ENGINEER OF RECORD Q 7. CURB MUST BE CAULKED BEFORE BACKFILLED AND STREET PAVED. ACCEPTABLE SUPPLIERS ARE OMNI SEAL 50, PECORA 864 AND 865, DOW COMING 888, OR OTHER TO PROVIDE ALTERNATE TYPICAL SECTIONS. o PRE -APPROVED EQUAL, 8. ALL IN -SITU SOILS FOR SUBGRADE SHALL HAVE A LIQUID LIMIT LESS THAN 40, A PLASTICITY INDEX LESS THAN 15, AND A CBR GREATER THAN 8. INADEQUATE SOILS SHALL BE "HILLSIDE Y Z UNDERCUT 2 FEET AND REPLACED WITH MATERIAL" (SOILS WITH CBR OF 8 OR GREATER, AND AS CLASSIFIED AS GM OR GC SOILS) - GEOTECHNICAL TESTING REQUIRED TO DETERMINE SOIL ACCEPTANCE. J 9. SUBGRADE MUST BE PLACED ON UNYIELDING MATERIAL - ADDITIONAL UNDERCUT MAY BE REQUIRED. 0 O O 52' RIGHT-OF-WAY J_ Q Co Z TIE TO EXIST. 3:1 = O PER MASTER LOT 28' B/C to B/C - (15% MAX. SLOPE UJ 0 RESIDENTIAL 6 CONC. GRADING PLAN �—SIDEWALK—��6' GREENSPACE—� —T PARKING LANE 10' LANE 9' LANE —6' IN UTILITY 6' CONC. EASEMENTS) GREENSPACE SIDEWALK 4 LLJ Z W � �� PROFILE GRADE (TYP.) 6„ 3 ACHM SURFACE COURSE 1.5' TYPE 'A' CURB & GUTTER* 1' TYP. UJ LV 0 Z Q J Q 296 MIN. %MAX• Ci 2% MIN. 1 %TYP. 1% - 3% TYP. 2% MAX. V 3% MAX � �_ -- � 1 Ilk = 1= 1 _ Z 1-1 I I-1 I I-1 � 11=I 11-1 I I-III-1 � UNDISTURBED ' =1 11=11 I=l 11=1 I_1=f 1 f=111=` � l-1 I= �1 f },mil I �1 11�111=r1 11-1 I l�1 l 1=111 J EARTH - H 4" COMPACTED — — MATERIAL — — — — —_— I —III—III III' MATERIAL BACKFILL Z W I— I � � � III -III I I I o� *WHERE 2' MOUNTABLE CURB (ST9) IS USED, B/C TO B/C W WIDTH SHALL REMAIN 28 FEET (I.E. PAVEMENT WIDTH ►_ q- W UNYIELDING 2' SELECT MATERIAL HILLSIDE 8" CLASS (HILLSIDE) BASE COURSE 7 AGGREGATE SHALL BE DECREASED BY 0.5' ON EACH OUTSIDE LANE TO ACCOUNT FOR THE ADDITIONAL CURB WIDTH). J MATERIAL AS REQUIRED BASED ON THE ADEQUACY OF THE IN -SITU SOILS o Z L0 TYPICAL SECTION *ALL INTERNAL PRIVATE STREETS WILL USE A MODIFIED VERSION OF THIS RESIDENTIAL LINK TYPICAL SECTION, SEE BELOW. 0 RESIDENTIAL LI N — �_ Z z >w 36'-0" — 0 w 0 co Q PRIVATELY OWNED & MAINTAINED STREET WITH PUBLIC ACCESS EASEMENT DEDICATED OVER 19'-0ff 4f-0ff 28f-0ff B/B 4f-0ff 19f-0ff Z DRIVEWAY STALL SIDEWALK SIDEWALK DRIVEWAY STALL []� W § § W`o W LiJ Z N Q Q u] f ff J _J 1 —6 12 —6 12 —6 f 1 —6 J Z w =D CURB CURB W a 3" ACHM 3:1 MAX SLOPE 3:1 MAX SLOPE SURFACE COURSE 2.00% MAX SLOPE 2% MIN - 3% MAX CROSS SLOPE 2% MIN - 3% MAX CROSS SLOPE 2,00% MAX SLOPE ,X�� a / // //\\//\\/, J J //\//\//\//\//\/ // // ////�/\/\X/�//\//\//\//\//\//\\\\�%\� Q /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ LL. W < //\//\//\//\//\//\//\//\//\//\//\//\//\//\ / / / / / / / / / \/\/\/\/\/\/\/\/\/\/\/\/\\\\\\\\`\`\`\`\`\\`\`\` \` \` \`\`\`\`\`\`\`\`\`\`/\/\/\/\/\/\/\/\/\/I— \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ //\//\//\//\//\//\//\//\//\//\//\//\// / LQ Z J Q \ \\ \ // YnN/ /\//\// DESIGN UI_ LL QPROFILE \/\ 1 —0)) TACK COAT GRADE AT CROWN\\j/\\j/\\ 8" CLASS 7 AGGREGATE BASE 2' SELECT MATERIAL OR "HILLSIDE" 3—0 5" CLASS 7 AGGREGATE BASE AS DIRECTED BY ENGINEER BELOW CURB COMPACTED & UNYIELDING SUBGRADE MODIFIED RESIDENTIAL LINK TYPICAL STREET SECTION- N TS 300 N College Ave., Suite 317 Fayetteville, Arkansas 72701 Adk Grafton Tull ® architecture I engineering I surveying 479.636.4838 t CERTIFICATE OF AUTHORIZATION: " OF CRAFTON, TULL & r _ ASSOCIATES, INC. No. 109 v �O SA5 NEXT CHAPTER NEIGHBORHOOD AT UNDERWOOD PARK FAYETTEVILLE, AR Key Plan Ju 0 No. Description Date This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crofton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. NS-RUCTION PROJECT NO: 25301 700 00 Q�cL ISSUE DATE: 06/04/2025 �O� THIS % CONTACT: C. THREET h DOCUMENT IS N QC by: z PRELIMINARY IN QC Date: NATURE AND IS NOT ° PRELIMINARY N A FINAL, SIGNED PLANS % AND SEALED 1, DOCUMENT .�0 © 2025 Crofton, Tull & Associates, Inc. �4 O0 NOIlo0Lc'� EXHIBIT C - TYPICAL SECTION EXHIBIT D FLOOR PLANS, ELEVATION VIEWS, &ISOMETRIC VIEWS FOR ALL UNIT TYPES ESTIMATED SQUARE FOOTAGE 15T FLR HTD- 452 SaFT 2ND FLR HTD- 410 SaFT TOTAL HTD- 562 SQFT GARAG E - 222 5Q FT PORCH - q5 SaFT FOOTPRINT - 784 SaFT TOTAL FRAMING - 1,2g1 SQFT IF 21.4' 12 10� Header 21.4' ry co m 15.2' ):7 r Too of 5ubfloor - 2nd Floor 10.1' 0 iv Top of 5lab 0.0' -0.3' CONT. RIDGE VENT HI hest RId a H( hest Rid e 2T.4' :o - :o \ 2T.4' o HI hest Rou h Ge(1(n 0 Highest Rough Ceiling 18.2' 18.2' 12 4 r VENTED SOFFIT 4. Top of 5ubfloor - 2nd Floor T fl r- n Floor 10.1' 10.1' v m m IV ry i\v To of 51ab - T I 0.0' Too of Care a 51ab To of Garage Slab -0.3' -0.3' 2T-2 5/8" _ RIGHT ELEV. LEFT ELEV. DRAWN BY: DRAWINGS PROVIDED FOR: PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE SCALE: DATE: Andrew M. Woods Next Chapter Neighborhoods awoods@mexte.hapterc.onstruc.tion.us construationNusTHIS „E,T All 2500 Trade Center Or, Evans, GA 30509 DM Maple Layout 51DE ELEV. PG 4 OHAPTER NEIGHBORHOODS EREPRODUOTION,USENORTRASFEROFTHIS DRAWI o.ANYOE��] [��] INFORMATION OONTAINED NEREIN,TO 0TNER5, EXGEFT AS SPE --ALLY AUTHORIZED IN OONNEOTION WITH THIS P--T ONLY, IS NOT PERMITTED WITHOUT WRITTEN PERMISSION BY NEXT 706-831-3984 - www-nextchapterneighborhoods.com 32' Ln r im's Ln CV N C4 SIDING/SHEATHING 2x WOOD FRAMING MEMBER 2x TREATED MUDSILL SILL SEALER CAST -IN -PLACE ANCHOR BOLT CONCRETE SLAB VAPOR BARRIER MIN.6" — — — EXPOSURE (2)#5 REBAR CONTINUOUS FOOTER: 10" WIDE 20"DEEP NOTE: PROVIDE CONTROL JOINTS NOTE: DIMEN5ION5 ARE TO FRAME WALL NOTE: BOLTS TO BE NO FURTHER THAN 1 Y O.G. OR 12" AWAY FROM 51LL PLATE EN05 SHEAR WALL MINIMUM 16" '7ARA6E OPENING MUST ,,IEA5URE 9'-3" MORGAN FLOOR PLAN r -- _Ll ■ r - I_IMF MIMI ml _ -I-_I-I-_f - E mr Hamilton I St Floor Hamilton 2nd Floor ---------------------------- -------------------------- --------------------------- -------------------------- '-------------------------' __________________________ '-------------------------' -------------------------- --------------------------- __________________________ __________________________ ------------------------- L F-����--���----����� --��-------����- ' - ------ ------------------ --------- --------------------------- --------------------------- -- '-------------------------' - ----------------------------- - all 11 SPENCER (FIRST FLOOR) u ; -7" 15'-1 1/ 16' 34'-8' SPENCER (SECOND FLOOR) mn m 'a w A 4M�AS �MMA' Warren FLOOR PLAN v - 'N I I I I' IN lk 'In II I�II�II�II�I I�II�II�II�I I�II�II�II�I Air Ilk - Fri Of ww" 6L., 7ft1 A If rlow- L WWI ole ESTIMATED SGUARE FOOTAGE 1 ST FLR HTD— I80 SQFT 2ND FLR HTD— 555 5GFT TOTAL HTD— 1,668 5GFT GARAGE — 4% 50FT PORCH — 46 5GFT FOOTPRINT — 11310 5GFT TOTAL FRAMING — 21258 5GFT /,�� CHwpr DRAWN BV: Shane M. Malek NEIGHBORHOODS shaneCan, ha CHAPTER NEIGHBORHOODS. REPRODUCTION, USE, OR TRANSFER OF THIS DRAWING OR ANY INFORMATION CONTAINED HEREIN, TO OTHERS, EXCEPT AS SPELIFILALLY AUTHORIZED IN CONNECTION WITH TH15 PROJECT ONLY, 15 NOT PERMITTED WITHOUT WRITTEN FERM155ION BY NEXT CHAPTER NEIGHBORHOODS. cz Next Chapter Neighborhoods 2500 Trade Genter Dr, Evans, GA 3080q i06-831-3g84 - uuw.nextchapterneighborhoods.com 22' FRONT ELEV. 1 /4"=1 ' Ln Highest F% 26.4' Highest Rough Geilinc� b.2' Header 16 A, i co r Top of 5ubfloor - 2nd Floor 10.1' co Header 1.0' m Top of 51ab 0.0' PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE SCALE: DATE: Chestnut- Porch Right ELEVATIONS PG 1 5/2�/2022 1=e NBYM: . Malek NEIGHBORHOODS shane(a)nextcha CHAPTER NEIGHBORHOODS. REPRODUCTION, USE, OR TRANSFER OF THI5 DRAWING OR ANY INFORMATION CONTAINED HEREIN, TO OTHERS, EXCEPT AS SPECIFICALLY AUTHORIZED IN CONNECTION WITH THIS PROJECT ONLY, IS NOT PERMITTED WITHOUT WRITTEN PERMISSION BY NEXT CHAPTER NEIGH50RHOODS. Next Chapter Neighborhoods 2500 Trade Center Or, Evans, GA 30509 106-b31-3984 - uuw.nextchapterneighborhoods.com REAR ELEV. PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE SCALE: DATE: Chestnut- Porch Right ELEVATIONS 1/a" =1' PG 2 5/2l/2022 CH0, DRAWN BY: DRAWINGS PROVIDED FOR: PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE SCALE: DATE: � Shane M. Malek Next Chapter Neighborhoods NEIGHBORHOODS Shane nextcha ternie hborhoods.com THIS DRAWING IS THE PROPERTY OF, AND CONTAINS DESIGN DATA WHICH I5 PROPRIETARY TO NEXT 2500 Trade Center Dr, Evans, GA 3080q Chestnut- Porch Right GR055 5EGTION5 P 1 CHAPTER NEIGHBORHOODS. REPRODUCTION, USE. OR TRANSFER OF THI5 DRAWING OR ANY INFORMATION CONTAINED HEREIN, TO OTHERS, EXCEPT AS SPECIFICALLY AUTHORIZED IN CONNECTION _ 5�2��2022 WITH THI5 PROJECT ONLY, 15 NOT PERMITTED WITHOUT WRITTEN FERMI55ION BY NEXT CHAPTER NEIGHBORHOODS. i06-01-3984 - uuw.nextchapterneighborhoods.com CHOp DRAWN BY: DRAWINGS PROVIDED FOR: PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE Shane M. Malek SCALE: DATE: NEIGHBORHOODS shane nextcha ternie hborhoods.com Next Chapter Neighborhoods T1I5 DRAWING 15 THE PROPERTY OF, AND CONTAINS DE5I6N DATA WHICH 15 PROPRIETARY TO NEXT Chestnut- Porch Right _ CRAFTER NEIGHBORHOODS. REPRODUCTION. USE, OR TRANSFER OF THI5 DRAWING OR ANY 2500 Trade Center Or, Evans, GA 30509 GROSS SECTIONS INFORMATION CONTAINED HEREIN, TO OTHERS, EXCEPT AS SPECIFICALLY AUTHORIZED IN CONNECTION WITH THIS PROJECT ONLY, IS NOT PERMITTED WITHOUT WRITTEN PERMISSION BY NEXT CHAPTER 706-831-3984 - uaur�.nextchapterneighborhoods.com NEIGH50RHOODS. NEIGHBORHOODS M. Malek CHAPTER NEIGHBORHOODS. REPRODUCTION, USE, OR TRANSFER OF THIS DRAWING OR ANY INFORMATION CONTAINED HEREIN, TO OTHERS, EXCEPT AS SPELIFILALLY AUTHORIZED IN CONNECTION WITH TH15 PROJECT ONLY, 15 NOT PERMITTED WITHOUT WRITTEN FERM155ION 5Y NEXT CHAPTER NEIGHBORHOODS. Next Chapter Neighborhoods 2500 Trade Genter Dr, Evans, GA 3080q i06-831-3g84 - uuw.nextchapterneighborhoods.com PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE SCALE: DATE: Chestnut- Porch Right 15T FLOOR 150 PG 1 F/2 �/2022 r BV:ne M. Malek neCa e7ha CHAPTER NEIGHBORHOODS. REPRODUCTION, USE, OR TRANSFER OF THIS DRAWING OR ANY INFORMATION CONTAINED HEREIN, TO OTHERS, EXCEPT AS SPELIFILALLY AUTHORIZED IN CONNECTION WITH TH15 PROJECT ONLY, 15 NOT PERMITTED WITHOUT WRITTEN FERM155ION BY NEXT CHAPTER NEIGHBORHOODS. Next Chapter Neighborhoods 2500 Trade Genter Dr, Evans, GA 3080q i06-831-3g84 - uuw.nextchapterneighborhoods.com PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE SCALE: DATE: Chestnut- Porch Right 2ND FLOOR 150 PG 1 5/2�/2022 r,t CHwpr�� DRAWN BY: DRAWINGS PROVIDED FOR: Shane M. Malek Next Chapter Neighborhoods NEIGHBORHOODS shane nextcha ternie hborhoods.com T1I5 DRAWING 15 THE PROPERTY OF, AND CONTAIN5 DE516N OATAWHICH 15 PROPRIETARYTONE 2500 Trade Center Or, Evans, GA 30509 CHAPTER NEIGHBORHOODS. REPRODUCTION, USE, OR TRANSFER OF THI5 DRAWING OR ANY INFORMATION CONTAINED HEREIN, TOOTHERS, Me" AS SPECIFICALLY AUTHORIZED IN CONNECTION 706-b31-3984 - uuw.nextchapterneighborhoods.com WITH THIS PROJECT ONLY, IS NOT PERMITTED WITHOUT WRITTEN PERMISSION BY NEXT CHAPTER NEIGH50RHOODS. Now PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE SCALE: DATE: Chestnut- Porch Right EXTERIOR 150 PG 14 5/2l/2022 INNER �,FZ CHgpr� DRAWN BY: DRAWINGS PROVIDED FOR: PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE SCALE: DATE: i s Andrew M. Woods Next Chapter Neighborhoods NEIGHBORHOODS TH15D s nBXtGhB teANDC NT CONTAINS Onus Gypress Layout Garage Right GOVER PAGE q THIS DRAWING IS THE PROPERTY OF, AND CONTAINS DESIGN DATA WHICH I5 PROPRIETARY TO NEXT 2500 Trade Center Dr, Evans, GA 30809 P CHAPTER NEIGHBORHOODS.REPRODUCTION, USE, OR TRAN5FER OF THIS DRAWING OR ANY L��� [��] INFORMATION CONTAINED HEREIN, TO OTHERS, EXCEPT A55PECIFICALLYAUTHORIZED IN CONNECTION -106-531-3984 - uA.Lw.nextchapterneighborhoods.com WITH TH15 PROJECT ONLY, 15 NOT PERMITTED WITHOUT WRITTEN FERM155ION BY NEXT CHAPTER NEIGHBORHOODS. ESTIMATED SQU�R� FOOTAGE 1ST FLR HTD- 452 SQFT 2ND FLR HTD- 632 SQFT TOTAL HTD- 1,082 SQFT GARAGE - 222 SQFT PORCH - q5 SQFT FOOTPRINT - 784 SQFT TOTAL FRAMING - 1,2g1 SQFT Highest Ridge 2q.4' 12 12 co Header 25.1' CV N Highest Rough Ceiling —� 15.2' Header 16A, N 0 Top of 5ubfloor - 2nd Floor 10.1' Header [art - ---- oil It[] 1 o Top of 51ab 0.0' Top of Gara a 5lab -0.3' CV m ,Ft CH�pr DRAWN BY: DRAWINGS PROVIDED FOR: PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE DATE: �. F SCALE: a 9 Andrew M. Woods Next Chapter Neighborhoods NEIGHBORHOODS awoods nextcha terconstruction.us Gypress Layout Garage Right FRONT ELEV. THISDRANLNGISTHEPROPERNOF,ANOf NTAIN5DE51GNOATAWHILHISPROPRIETARYTONEM 2500 Trade Center Or, Evans, GA 30509 r p 2 CHAPTER NEIGHBORHOODS.REPRODUCTION,USE, OR TRANSFER OF THIS DRAWING OR ANY 1/4"=1' b/13/2022 INFORMATION CONTAINED HEREIN, TO OTHERS,EXCEPT AS SPECIFICALLY AUTHORIZED IN CONNECTION '706-531-3gb4 - uA.Lw.nextchapterneighborhoods.com WITH THIS PROJECT ONLY, IS NOT PERMITTED WITHOUT WRITTEN PERMISSION BY NEXT CHAPTER NEIGH50RHOODS. I�II�II�II�I I�II�II�II�I r•I ICI � Ili I�I � r•II�II�I,�I Highest Ridge 2q.4' 12 12 �r m Ln Hi hest RouIcih Ceilinci 1 b.2' Header 16. q' iv 0 Top of 5ubfloor - 2nd Floor 10.1' m N 00000000000 00000000000 - 00000000000 00000000000 Top of 51ab 00000000000 00000000000 � 00000000000 � 00000000000 0.01 00000000000 00000000000 ('() Top of Gara a Slab ,FZ CHgpr DRAWN BY: DRAWINGS PROVIDED FOR: PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE ?� FSCALE: DATE: Andrew M. Mods Next Chapter Neighborhoods NEIGHBORHOODS awoods nextcha terconstruction.us Gypress Layout Garage Right REAR ELEV. WTHIS DRAWING IS THE PROPERTY OF, AND CONTAINS DE5I6N DATA WHICH 15 PROPRIETARYTONE 2500 Trade Center Dr, Evans, GA 3080q 1/4"=1' CHAPTER NEIGHBORHOODS. REPRODUCTION, U5E, OR TRAN5PER OF THIS DRAWING OR ANYIN 6/ 13/2022 WTHRMATON H1151PROJECT ONLT,5 NOTPRHEREIN, TO MITTED WITHOUPT MITTEN FIERM55ION BAUTHORZED IN Y NIEXT CHAPTERCTION �06-831-3g84-www.nextchapterneighborhoods.com NEIGHBORHOOD5. CONT. RIDGE VENT Rarest Ride L Rarest Rid e 29.4' 29.4' Q m m 1 Hi hest Rou h Geilin H( hest Rou h Gellin 18.2' 18.2' 4 ' Top of 5uMoor - 2nd Floor if L Top of 5ubtloor - 2nd Floor 10.1' = M ly 10.1' v v Header O `^ (V (�V O Top of Slab To of Slab m 0.0' 0.0' Top of Gara e Slab IL Too of Gara a Slab 0.3' it -0.3' m RIGHT ELEV. LEFT ELEV. ,Ft CN4pr DRAWN BY, DRAWINGS PROVIDED FOR: PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE �. F SCALE: DATE: + .0 Andrew M. Woods Next Chapter Neighborhoods NEIGHBORHOODS awoods nextcha terconstruction.us Gypress Layout Garage Right 51DE ELEV. p THISDRAWINGI5THEPROPERNOF,ANDf NTAIN5DE51GNOATAWHILHI5PROPRIETARYTONE 2500 Trade Center Dr, Evans, GA 30509 �I n �I r 4 CHAPTER NEIGHBORHOODS.REPRODUCTION,USE, OR TRANSFER OF THI5 DRAWING OR ANY/U'=I� INFORF��] "THT ISFROJTION ONTAINED ONLYHENOTPE OTHERS, THWIJTMITTMeFT AS ENFICALLSSION RIFE C' CONNECTION �06-531-3984 - www.nextchapterneighborhoods.com WITH THISPROJECTONLY, ISNOTPERMITTER WITHOUT WRITTENFEALLY AUTHORIZED CHAPTER NEIGH50RHOODS. N N 0 0 0 0 ,FZ CHgpr DRAWN BY: DRAWINGS PROVIDED FOR: PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE ?� FSCALE: DATE: Andrew M. Mods Next Chapter Neighborhoods NEIGHBORHOODS awoods nextcha terconstruction.us Gypress Layout Garage Right FRONT GRO55 5EGTIO WCHAPTER TERNE1GIBOHE RHOOOPEREPRODUNOCONTAI,ORTRA05PER WHICHISPROP RIOR YTONEM 2500 Trade Center Dr, Evans, GA 30809 1/4��=1� PG 1 CHAPTER NEIGHBORHOODS. REPRODUCTION, USE, OR TRANSFER OF THIS DRAWING ET ANY 6/ 13/2022 IN WTHRH1151PROJECT ONLON T,5 NOT PRMITTED WITHOUPT MITTENI FERM55ION BOY NIEXT CHAPTER1CO IN OTION �06-831-3984-1.UUJUJ.nextchapterneighborhoods.com NEIGHBORH0005. r. v J � - e e i i CNq DRAWN BY: DRAWINGS PROVIDED FOR: PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE SCALE: DATE: ? P Andrew M. Mods Next Chapter Neighborhoods NEIGHBORHOODS awoods nextcha terconstruction.us Cypress Layout Garage Right 150 1/IEW5 WGOPERODATAISPROP RIEYTONM A 3080q P CHAPTER NE1GHBORHOODSREPRODUCTION, U5E,ORTRAN5PEROFTH15DRORAY 2500 Trade Center D, E, G IN R1ON MIPT I OIIED IN CONNECTION �06-831-3984-UUU.nextchapterneighborhoods.comWTHH115PROJECT ONLT,5 NOT WITHOUMITTENFERM55ION BY NEXT CHAPTER NEIGHBORH0005. 0[63] I MI 1 L I I lI � y �\ I • r -- ADNq DRAWN BY: DRAWINGS PROVIDED FOR: ��.t PrP PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE SCALE: DATE: - P Andrew M. Mods Next Chapter Neighborhoods NEIGHBORHOODS awoods nextcha terconstruction.us Cypress Layout Garage Right THIS DRAWING IS THE PROPERTYOF, AND CONTAINS, DESIGN DATA WHICH IS PROPRIETARYTONEM 2500 Trade Center Dr, Evans, GA 3080q 150 VIEWS P CHAPTER NEIGHBORHOODS.REPRODUCTION, U5E, ORTRAN5FEROF THI5 DRAWING ORANY NO SCALE 6/13/2022 G 14 IN WTHRH15IPROJECT ONLON T,5 NOT PRMITTED WITHOUPT MITTENI FIERM55ION BOY NIEXT CHAPTERIED IN LTION �06-831-3g84-I.UUJUJ.nextchapterneighborhoods.com NEIGHBORH0005. ?'*S CHgprF� NEIGHBORHOODS - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - =- -- ----------- 0 - ,MIMI=I= 12 10� CONT. RIDGE VENT 12 �10 a ii�iiiii�iiiii�iiiii�iiiii�iiiii�iiiii�iiiii�iiiii�iiiii�iiiii�iiiii► ®I �� VAN ■I101 �i i � ICI ICI ICI ICI '_ � Milli i i i i i i i i i■ i ii ii i i iii� i � ICI DOD ICI ICI ICI O - ; ��i lil'y l'�I; i � ICI ICI ICI ICI i' i � ICI ICI ICI ICI ICI ICI ICI ICI 33, DRAWN BY: DRAWINGS PROVIDED FOR: Andrew M. Woods Next Chapter Neighborhoods NEIGHBORHOODS I AwoodsgDnextchapterwnstruction.us THIS DRAWING 15 THE PROPERTY OF, AND CONTAINS DE5161 DATA WHICH IS PROPRIETARY TO NEXT 2500 Trade Center Or, Evans, GAS 30809 CHAPTER NEIGHBORHOODS. REPRODUCTION, USE, OR TRANSFER OF THIS DRAWING ORANY INFORMATION CONTAINED HEREIN, TO OTHERS, EXCEPTASSPECIFICALLY AUTHORIZED IN CONNECTION-106-831-3984 - uuw.nextchapterneighborhoods.com WITH THIS PROJECT ONLY, IS NOT PERMITTED WITHOUT WRITTEN PERMISSION BY NEXT CHAPTER NEIGHBORHOODS. Ln m Ln co IN ighest Rid 20.5' Highest Rough Ceilin 9.1' Header 6.11 N 0 Top of Slab 0.0' Top of Oara a 51ab iv -0.3' m PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE SCALE: DATE: Jasmine FRONT ELEV./a„-� 5/25/2022 PG 2 IWO CNgp DRAWN BY: DRAWINGS PROVIDED FOR: PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE SCALE: DATE: Andrew M. Woods Next Chapter Neighborhoods NEIGHBORHOODS Auwods nextcha terconstruction.us THIS DRAWING 15 THE PROPERTY OF, AND CONTAINS DESIGN DATA WHICH IS PROPRIETARY TO NEXT 2500 Trade Center Or, Evans, GA 30809 J as m i n e REAR ELEV. CHAFTERNEIGHBORHOODS.REPRODUCTION,USE, ORTRANSFER OF THIS DRAWING ORANY 1/4"=1' 5/25/2022 INFORMATION CONTAINED HEREIN, TO OTHERS, EXCEPT AS SPECIFICALLY AUTHORIZED IN CONNECTION WITH THIS PROJECT ONLY, IS NOT PERMITTED WITHOUT WRITTEN PERMISSION BY NEXT CHAPTER NEIGHBORHOODS. 'i06-831-3984 - uALty.nextchapterneighborhoods.com DRAWN BY: Andrew M. Woods NEIGHBORHOODS AwoodsAnextcha CHAPTER NEIGHBORHOODS. REFRODULTION, USE, OR TRANSFER OF THIS DRAWING ORANY INFORMATION CONTAINED HEREIN, TO OTHERS, EXCEPT AS SPECIFICALLY AUTHORIZED IN CONNE-ION WITH THIS FROJECT ONLY, IS NOT PERMITTED WITHOUT WRITTEN FERMISSION BY NEXT CHAPTER NEIGHBORHOODS. Next Chapter Neighborhoods 2500 Trade Center Or, Evans, GAS 30809 106-831-3984 - uuw.nextchapterneighborhoods.com PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE SCALE: DATE: Jasmine 51DE ELEV. PG 4 1/8"=1' S/25/2022 rL CHgpr�� DRAWN BY: Andrew M. Woods NEIGHBORHOODS AwoodsAnextcha CHAPTER NEIGHBORHOODS. REFRODULTION, USE, OR TRANSFER OF THIS DRAWING ORANY INFORMATION CONTAINED HEREIN, TO OTHERS, EXCEPT AS $PEGFICALLY AUTHORIZED IN CONNE-ION WITH THIS FROJECT ONLY, IS NOT PERMITTED WITHOUT WRITTEN FERMISSION BY NEXT CHAPTER NEIGHBORHOODS. LEFT GROSS SEGTION RIGHT CRO55 SECTION Next Chapter Neighborhoods 2500 Trade Center Or, Evans, GAS 30809 106-831-3984 - uuw.nextchapterneighborhoods.com gil PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE SCALE: DATE: Jasmine CRO55 5ECTION5 PG 11 1/4"=1' S/25/2022 Alt @��j CHgpr�P DRAWN M DRAWINGS PROVIDED FOR: Andrew M. Woods Next Chapter Neighborhoods NE rHBORHOODS Awoods nextcha terconstruction.us THIS DRAWING 15 THE PROPERTY OF, AND CONTAINS DESIGN DATA WHICH IS PROPRIETARY TO NEXT 2500 Trade Center Or, Evans, GA 30809 CHAPTER NEIGHBORHOODS. REPRODUCTION, USE, OR TRANSFER OF THIS DRAWING OR ANY INFORMATION CONTAINED HEREIN, TO OTHERS, EXCEPT AS SPECIFICALLY AUTHORIZED IN CONNECTION-106-831-3984 - www.nextchaptemeighborhoods.com WITH THIS PROJECT ONLY, 15 NOT PERMITTED WITHOUT WRITTEN FERMI55ION BY NEXT CHAPTER NEIGHBORHOOD5. 1110. 00, hhhh, 1 PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE SCALE: DATE: Jasmine 150 VIEWS PG 1 NO SCALE 5/25/2022 ---qm 9 DRAWN M DRAWINGS PROVIDED FOR, Andrew M. Woods Next Chapter Neighborhoods NEIGHBORHOODS Awoodsgbnextchaptorconstruction.us THIS DRAWING 15 THE PROPERTY OF, AND CONTAINS DESIGN DATA WMICH IS PROPRIETARY TO NEXT 2500 Trade Center Or, Evans, GA 30809 CHAPTER NEIGHBORHOODS. REPRODUCTION, USE, OR TRANSFER OF THIS DRAWING OR ANY INFORMATION CONTAINED HEREIN, TO OTHERS, EXCEPT AS SPECIFICALLY AUTHORIZED IN CONNECTION-106-831-3984 - www.nextchaptemeighborhoods.com WITH THIS PROJECT ONLY, 15 NOT PERMITTED WITHOUT WRITTEN FERMI55ION BY NEXT CHAPTER NEIGHBORHOOD5. ESTIMATED SQUARE FOOTAGE TOTAL HTD- 810 SQFT GARAGE - 219 SQFT PORCH - 141 SQFT FOOTPRINT - 1,1i1 SQFT FLOORING- 810 SQFT .i,'( DHApT DRAWN BY: DRAWINGS PROVIDED FOR: PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE SCALE: DATE: Preston ParFitt Next Chapter Neighborhoods NEIGHBORHOODS Preston@nextchapternleghborhoods.com WILLOW COVER PAGE THISTHE "o'2500 Trade Center Or, Evans, GA 30509 1 CHAPTER NEIGHBORHOODS ERE PRODUCTION, USENOR TRANSFER OF THIS DRAWINGIOR ANY NO NEXT NO 5GALE F�� INFORMATION CONTAINED HEREIN, TO OTHERE, EXCEPT AS SPECIFICALLY AUTHORIZED IN 706-831-3984 - www.nextchapterneighborhoods.com CONNECTION WITH THIS PROJECT ONLY, IS NOT PERMITTED WITHOUT WRITTEN PERMISSION BY NEXT '4�11D y I 12e Ilu I� VIA, b l' N Top of Slab 0.0' Top of Garage Slab iV m .i,'( DHApT DRAWN BY: DRAWINGS PROVIDED FOR: PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE SCALE: Preston ParFitt Next Chapter Neighborhoods DATE: NEIGHBORHOODS Preston@nextchapternleghborhoods.com WILLOW FRONT ELEV. THIST HENE.T 2500 Trade Center Or, Evans, GA 30509 PG 2 OHAPTER NEIOHBORHOODSEREPRODUOTION, USENORTRANBFEROF THIS ORAWINSIORANYTO 9/23/2025 INFORMATION CONTAINED HEREIN, TO OTHERS, 9-IFT AS SPE --ALLY AUTHORIZED IN 706-831-3984 - www.nextchapterneighborhoods.com CONNECTION WITH THIS PROJECT ONLY, IS NOT PERMITTED WITHOUT WRITTEN PERMISSION BY NEXT r.i,'( DHApT DRAWN BY: DRAWINGS PROVIDED FOR: PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE R. F SCALE: DATE: p Preston ParFitt Next Chapter Neighborhoods NEIGHBORHOODS Preston@nextchapternleghborhoods.com WILLOW REAR ELEV. CHAPTER NEIGHBORHOODS THE "0'ERBPRODUCTION, USENOR TRANSFER OF THIS ORAWINGIOR ANY NEXT 2500 Trade Center Or, Evans, GA 30809 INFORMATION CONTAINED HEREIN, TO OTHERS, EXCEPT AS SPECIFICALLY AUTHORIZEDIN 706-831-3984 - www.nextchapterneighborhoods.com CONNECTION WITH THIS PROJECT ONLY, IS NOT PERMITTED WITHOUT WRITTEN PERMISSION BY NEXT iL Highest Ridge LEFT ELEV. .i,'( DHApT DRAWN BY: DRAWINGS PROVIDED FOR: PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE SCALE: DATE: Preston ParFitt Next Chapter Neighborhoods NEIGHBORHOODS Preston@nextchapternleg hborhoods^comTHIS 2500 Trade Center Or, Evans, GA 30509 WILLOW SIDE ELEV. ¢ 1 PG 4 CHAPTER NEIGHBORHOODSTHE "o' ERE PRODUCTION, USENORTRANSFEROFTHISDRAWINGIOR ANY TO NEXT 1/8 _I� 9/23/2025 INFORMATION CONTAINED HEREIN, TO OTHERS,EXCEPT AS SPECIFICALLY AUTHORIZED IN 706-831-3984 - www.nextchapterneighborhoods.com CONNECTION WITH THIS PROJECT ONLY, IS NOT PERMITTED WITHOUT WRITTEN PERMISSION BY NEXT r.i,'( DHApT DRAWN BY: DRAWINGS PROVIDED FOR: PRO]ECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE R. F SCALE: DATE: p Preston ParFitt Next Chapter Neighborhoods NEIGHBORHOODS Preston@nextchapternleghborhoods.com DNEXT 2500 Trade Center Or, Evans, GA 30509 AA 11 CHAPTER NEIGHBTHE "0'ORHOODS ERBPRODUCTION, USENPROPRIETARY TO WILLOW GROSS SECTIONS OR TRANSFER OF THIS DRAWINGOR ANY INFORMATION CONTAINED HEREIN, TO OTHERS, EXCEPT AS SPECIFICALLY AUTHORIZEDIN 706-831-3984 - www.nextchapterneighborhoods.com CONNECTION WITH THIS PROJECT ONLY, IS NOT PERMITTED WITHOUT WRITTEN PERMISSION BY NEXT S CHgA DRAWN BY: DRAWINGS PROVIDED FOR: T PROJECT DESCRIPTION: SHEET TITLE: NO. DESCRIPTION BY DATE � F SCALE: DATE: —APTER NEIGHBORHOODS. a p Preston Parfitt Next Chapter Neighborhoods NEIGHBORHOODS Preston@nextchapternleghborhoods.comTHIS WILLOW IrJO VIEWS OHAPTER NEIGHBORHOODSTHE "o' ERE PRODUOTION,_ ORTRANBFEROFTHIBDRAWINGIOR ANY NO NEXT 2500 Trade Center Or, Evans, GA 30809 NO 50ALE 9/23/2025 INFORMATION OONTAINE PRO-N,TOOTHERB, EXOEPT E BPEOIFIO HKITYENORIZEDIN 706-831-3984 - wwW.nextchapterneighborhoods.com I I I INFORH TION WITH THIS PROJECT ONLY, 1H NOT PERMITTED WITHOUT WRITTEN ORIZ BION BY NEXT S AA T�NDRAWN BV: �1 � � Preston Parfitt NEIGHBORHOODS Preston@next( - Next Chapter Neighborhoods 2500 Trade Center Dr, Evans, GA 30809 106-531-5qM - uA.L v.nextrhapterneighborhoods.com EXHIBIT E EXAMPLE MONUMENT SIGN 0 OPTION FOUR NON ILLUMINATED DOUBLE SIDED STRUCTURE SCALE 1/2°=1' painted/print aluminum panel DRAWINGS ARE FOR CONCEPTUAL PURPOSES ONLY. VICINITY AIMS TO REPLICATE DRAWINGS AS PRECISE AS POSSIBLE, HOWEVER, FINAL COLOR, TEXTURE, MATERIALS, FABRICATION/INSTALLATION METHODS MAY VARY FROM DRAWINGS AND IS TO BE EXPECTED. www.vicinitysignstudio.com EXHIBIT C - EXAMPLE MONUMENT SIGN �inity SIGN STUDIO CLIENT TO RUN ELECTRICAL CONDUIT TO MONUMENT SITE Project: DuPont Meadows Date: 0612312023 LoCatIon: Fort Wayne, IN Page: t of2 Contact: — Designer: BJAK Copyright © 2020 Vicinity Sign Studio. All rights reserved and protected. Permission must be authorized for any reproduction of these drawings. ucture, Painted i routed details grain Meadows vertical supports GRADE Approval: APPROVED ❑ APPROVED AS NOTED NOT APPROVED - REVISE AS NOTED SIGNATURE DATE Additional Information Received Date Received: 10/30/2025 M M/D D/YYYY Time: 3:11 PM 00:00 (AM/PM) From: Blake Pennington, Senior Assistant City Name & Title Attorney To: City Council Name & Title Agenda Meeting Date: 11/04/2025 MM/DD/YYYY Civic Clerk Number: 2025-1691 Ex. 2025-994 Forwarded to City Received from City Attorney's Office with Attorney's Office and Dept. Head included. Department Head 191 OFFICE OF THE CITY ATTORNEY DEPARTMENTAL CORRESPONDENCE Kit Williams City Attorney Blake Pennington Senior Assistant City Attorney TO: Mayor Rawn Hannah Hungate City Council Assistant City Attorney Stacy Barnes CC: Jonathan Curth, Development Services Director Paralegal FROM: Blake Pennington, Senior Assistant City Attorn DATE: October 30, 2025 RE: Next Chapter Holdings Revised PZD — North Raven Lane Jonathan Curth informed the City Council on Tuesday that the applicant for the PZD on North Raven Lane has made additional modifications to the proposed PZD, including removing nearly 16 acres from the rezoning request. I am attaching another revised ordinance for your consideration. The changes are reflected in Exhibits A and B, which are both attached to the revised ordinance. Exhibit C, the PZD Booklet, has also been updated and will be added to the final agenda packet. If the City Council wishes to discuss the latest proposal, you will need to make and pass a motion to amend to incorporate this new draft ordinance and exhibits. ORDINANCE NO. AN ORDINANCE TO APPROVE A RESIDENTIAL PLANNED ZONING DISTRICT ENTITLED PZD-2025-003 FOR APPROXIMATELY 33.31 ACRES LOCATED ON NORTH RAVEN LANE IN WARD 4 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 approves PZD- 2025-03 as described in Exhibits "A" (map), `B" (legal description), and "C" (PZD booklet) attached to the Planning Division's Agenda Memo which allows the development of approximately 33 acres of residential single-family homes at a maximum density of 5.46 units per acre, with a portion limited to stormwater, greenspace, and open space. Section 2: This PZD approval does not constitute approval of any associated development, nor does it constitute approval of any variances to street standards, design standards, or other requirements. Section 3: That the official zoning map of the City of Fayetteville, Arkansas is hereby amended to reflect the zoning criteria change provided in Section 1 above. PZD-2025-0003 N . RAVEN L N Close Up View CPZD ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Subject Property RSF-4 Z J Z Z Q J J Z W QAZURITE-ST— J W NORTH O — Residential Link ■ ■ Planned Residential Link Feet ' Planning Area 0 75 150 300 450 600 9 Fayetteville City Limits 1 :2,400 EXHIBIT'B' RZN-2025-0003 PART OF THE SE 1/4 OF SECTION 32, TOWNSHIP 17 NORTH, RANGE 30 WEST, WASHINGTON COUNTY ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SW 1/4 OF THE SE 1/4 OF SAID SECTION 3 2; NO2°23'27"E 1381.39 FEET TO THE POINT OF BEGINNING; THENCE NO2°23'27"E 777.29 FEET, THENCE S87°48'23"E 576.12 FEET, THENCE S03°18'06"E 169.29 FEET, THENCE S87°14'42"E 1141.88 FEET, THENCE S12°18'05"E 449.85 FEET, THENCE S02°38'01"W 193.06 FEET, THENCE N87°32'17"W 437.69 FEET, THENCE S02°27'43"W 227.74 FEET, THENCE N87°32'06"W 967.49 FEET, THENCE NO2°27'54"E 250.00 FEET, THENCE N87°32'06"W 442.90 FEET TO THE POINT OF BEGINNING, CONTAINING 33.31 ACRES, MORE OR LESS AND SUBJECT TO ANY AND ALL EASEMENTS OF RECORD OR FACT. C ra f to n Tull ® architecture I engineering I surveying October 23rd, 2025 Development Services Department 125 W Mountain St Fayetteville, AR 72701 RE: Next Chapter PZD Amendment Letter PZD-2025-0003 CTA Job No. 25301700 Dear Mr. Curth & City Councilmembers, 300 North College, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontull.com The 16.-1 ac parcel (PIN=765-16658-022) has been removed from the scope of the Next Chapter PZD- 2025-0003. That parcel is currently zoned Commercial PZD and the Next Chapter development meets all the requirements of that existing Commercial PZD. This has been verified and confirmed with City Planning Staff. Therefore, the scope of the Next Chapter PZD-2025-0003 has been reduced to only the 33-ac parcel (PIN=765-16658-050), which is currently zoned RSF-4. The PZD booklet and exhibits have been updated to reflect this change. Please see the list below for those specific updates. 1. PZD Booklet: a. Cover page, date updated b. Cover Page, existing owner of 16-ac parcel removed c. Table of Contents, page numbers updated accordingly d. A) Zoning Reversion Removed e. B) Current Ownership, language for 16-ac parcel removed f. D) General Project Concept i. 1) Street & Lot Layout 1. Parking Table Count updated to only include 33-ac parcel units and parking spaces (reduced from 3.21 spaces/unit to 2.86 spaces/unit) g. F) Proposed Zoning Standards i. (i), Building Area: total area reduced from 49.2-ac to 33-ac h. G) Zoning Chart Planning Area 1 i. Building Area: total area reduced from 49.2-ac to 33-ac ii. Rear Setback Other Uses, text added that this rear setback excludes the adjacent CPZD 16-ac parcel iii. Parking Provided: count decreased from 3.21 spaces/unit to 2.86 spaces/unit to only include the units and parking spaces on the 33-ac parcel i. G) Zoning Chart Planning Area 2 i. Rear Setback Other Uses, text added that this rear setback excludes the adjacent CPZD 16-ac parcel j. H) Analysis of Site Characteristics i. Acreage of site reduced from 49.2-ac to 33-ac in first paragraph ii. Text discussing existing 16-ac parcel removed from first paragraph k. J) Reason for Rezone Request i. Text discussing existing 16-ac parcel removed from first paragraph C'v Crafton Tull architecture I engineering I surveying 300 North College, Suite 317 Fayetteville, AR 72701 479.455.2207 craftontu I I.com ii. Sentence that pointed out reduction in total allowed units removed from second paragraph because the existing 33-ac parcel allows 4 units/ac and this amended PZD allows 7 units/ac. I. K) Relation to Existing and Surrounding Properties i. Text that discussed reduction in total allowed units removed from second paragraph because the existing 33-ac parcel allows 4 units/ac and this amended PZD allows 7 units/ac. m. O) Conceptual Description of Development Standards i. 1) Screening and Landscaping: Text added to last sentence to exclude the adjacent CPZD 16-ac parcel from the 30' perimeter buffer ii. 3) Parking Standards: Spaces/unit reduced from 3.21 to 2.86 to only account for the units and spaces on the 33-ac parcel. iii. 4) Perimeter Treatment: Text added to last sentence to exclude the adjacent CPZD 16-ac parcel from the 30' building setback n. Q) Legal Description i. Removed the legal description for the 16-ac parcel. 2. Exhibit A a. PZD City #, PZD-2025-0003 added to Cover Sheet. 3. Exhibit B a. Hatch added to 16-ac parcel existing CPZD b. Areas for Planning Areas 1 & 2 updated to exclude the 16-ac parcel c. Unit Count & Residential Density provided updated for 33-ac parcel only d. Unit Max Table updated with some new unit types and to only include the units on the 33-ac parcel e. "Note added below Land Use Designation Table that rear 30' setback applies to all adjacent zoning except for the CPZD 16-ac parcel to the east. f. Public Street blue hatch added per City Councilmember's request 4. Exhibit C a. Master Plan, hatch added to 16-ac parcel b. Modified Typical Residential Link Section, note revised to reflect public street addition from the previous amendment. 5. Exhibit D a. A few example unit types were added to match Exhibit B. If you have any questions or concerns, I'm happy to discuss them with you over the phone at 479-878- 2475 or via email at trent.woessner@craftontull.com. Sincerely, I Trent Woessner, P.E. Civil Project Engineer Nv\iAemi Account #: NWCL5004205 Company: CITY OF FAYETTEVILLE-CLERKS OFFI 113 W MOUNTAIN FAYETTEVILLE, AR 72701 Ad number #: 553880 PO #: Matter of. ORD 6923 AFFIDAVIT • STATE OFARKANSAS ECEIVE D11/12/2025 C TY OF FAYETTEVILLE CITY CLERK'S OFFICE I, Maria Hernandez -Lopez , do solemnly swear that I am the Legal Clerk of the NWA Democrat Gazette, a daily newspaper printed and published in WASHINGTONBENTON county, State of ARKANSAS; that I was so related to this publication at and during the publication of the annexed legal advertisement in the matter of ORD 6923 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. And that there is due or has been paid the NWA Democrat Gazette for publication the sum of $100.32. (Includes $0.00 Affidavit Charge). NWA Democrat Gazette 11109125; NWA nwaonline.com 11109125 Legal Clerk State ofARKANSAS, County of Sebastian Subscribed and sworn to before me on this loth day of November 2025 'NO �. �'- • ' ' Ordinance: 6923 File Number: 2025-1691 AN ORDINANCE TO APPROVE A RESIDENTIAL PLANNED ZON- ING DISTRICT ENTITLED PZD- 2025-003 FOR APPROXIMATELY 33.31 ACRES LOCATED ON NORTH RAVEN LANE INWARD 4 BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE,ARKANSAS: Section 1: That the City Council of the City of Fayet- teville, Arkansas hereby ap- proves PZD-2025-03 as described in Exhibits "A" (map), "B" (legal description), and "C" (PZD booklet) attached to the Planning Division's Agenda Memo which allows the devel- opment of approximately 33 acres of residential single-fam- ily homes at a maximum density of 6.46 units per acre, with a portion limited to stormwater, greenspace, and open space. Section 2: This PZD approval does not constitute approval of any associated development, nor does it constitute approval of any variances to street stan- dards, design standards, or other requirements. Section 3: That the official zoning map of the City of Fayet- teville, Arkansas is hereby amended to reflect the zoning criteria change provided in Sec- tion 1 above. PASSED and APPROVED on November 4, 2025 Approved: Molly Rawn, Mayor Attest: Kara Paxton City Clerk Treasurer This publication was paid for by the City Clerk -Treasurer of the City of Fayetteville, Arkansas. Amount Paid: $100.32 November 9, 2025 553880