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Home My WebLink About1-21-2026 TRC Agenda Packet TECHNICAL REVIEW COMMITTEE AGENDA January 21, 2026 New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, December January 21st, 2026 at 2:00 p.m. to discuss the below items. The Technical Review Committee (TRC) is a staff-level group that reviews projects for compliance with the regulations administered by each respective review agency. The TRC meetings are considered staff meetings with applicants and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state agencies about the review comments they have been provided. No voting is involved in the technical review process and no approvals or denials are made at TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Information about the projects can be found on online at the county’s Development Activity page. This meeting will be conducted remotely via teleconference. Interested parties can listen to the January 21, 2026 TRC meeting by calling 336-218-2051 and entering conference ID: 740 663 021# 2 Agenda Items Item 1: 7495 Market St – West Bay Commercial – SITECN-25-000123 • Request by Dallas Harris, Owner, for a 6,038 sq ft general retail and commercial building. • The site is located at 7495 Market St and is zoned (CZD) B-2, tied to rezoning case Z25-07. • The engineer is Jimmy Fentress with Stroud Engineering (jfentress@stroudengineer.com). • The case planner is Zach Dickerson (zdickerson@nhcgov.com) Item 2: 6900 Carolina Beach Road – McQuillan Pines Amenity Center – SITECN- 25-000122 • Request by James Yopp of River Road Construction for an amenity center at the McQuillan Pines Development • The site is located at 6900 Carolina Beach Road and is zoned (CZD) B-2 and RMF-L, tied to rezoning case Z23-05M • The engineer is Jon Wayne with Hanover Design Services (jwayne@hdsilm.com) • The case planner is Ryan Beil (rbeil@nhcgov.com) Item 3: 8035 Market St – Porters Neck Walmart Expansion – SITECN-25-000121 • Request by Laurie Lammie with Walmart, owner, for a 7,051 sq ft expansion to the existing building. • The site is located at 8035 Market Street and is zoned (CZD) B-2, tied to rezoning case Z-926 • The engineer is Rachel Sutherland with Atwell, LLC (rsutherland@atwell.com) • The case planners are Katherine May and Amy Doss (kmay@nhcgov.com, adoss@nhcgov.com) 3 Item 4: Sketch Plan Review- Cape Fear Academy Expansion • Request by Cape Fear Academy for a sketch plan review of a proposed expansion to the current campus. • The expansion includes an addition to Cameron Hall, interior roadway improvements, stormwater pond expansion, and a new practice softball field. Dallas Harris Office Building – 7495 Market St – TRC Review Page | 1 To: Dallas Harris, Dallas Harris Land Company, LLC Jimmy Fentress, Stroud Engineering (jfentress@stroudengineer.com) From: Zach Dickerson, Senior Planner Date: January 21, 2026 Technical Review Committee (TRC) PID#: R03618-012-032-000 Egov# SITECN-25-000123 Subject: 7495 Market St – Office & Retail Building - TRC Review Technical Review Committee (TRC) General Information The TRC is a staff-level group of local government officials that reviews projects for compliance with the local regulations administered by each respective review agency. Voluntarily participating state agencies may also provide comments. And general information and non-binding recommendations about the site may also be provided by government agencies. The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state or federal agencies about the review comments they have been provided. No voting is involved in the TRC process, and no final approvals or denials are made at the TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Those revised plans need to be resubmitted to the assigned case planner. The case planner will facilitate additional reviews until all comments have been addressed, and the necessary departments have stated the plans comply with the applicable minimum requirements for development. Following any future TRC approval, the project is required to obtain additional permits to include a zoning compliance permit for the site. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Any activity on the property that is not approved as part of the TRC review and zoning compliance permit will be considered a violation of the UDO and subject to enforcement action under Article 12 Violations and Enforcement. Dallas Harris Office Building – 7495 Market St – TRC Review Page | 2 The following comments have been received for the January 21, 2026 TRC meeting. Additional comments may be made upon further review of subsequent revisions. Planning, Zach Dickerson 910-798-7450 Compliance with local UDO requirements 1. General Comments a. This site is zoned (CZD) B-2, tied to rezoning case Z25-07. b. As mentioned above, this site is tied to rezoning case Z25-07. The conditions as part of that rezoning are as follows: i. Retail hours shall be limited to 8am to 7pm ii. The height of the exterior light fixtures shall not exceed 25 feet and all exterior luminaries, including security lighting, shall be cut-off fixtures that are directed downward. iii. An additional row of vegetation beyond the UDO requirements shall be provided in the buffer area along the northwestern property line. iv. The location of the dumpster shall be on the south side of the property and screened with vegetation. v. The proposed rezoning’s principal use shall be limited to: 1. Retail Sales (General) 2. Offices for Private Business and Professional Activities 3. Business Service Center 4. Post Office 5. Medical and Dental Office and Clinic 6. Veterinary Services (excluding outdoor storage or kennels) 7. Instructional Services and Studios 8. Personal Services (General) vi. The back façade of the commercial building facing Torchwood Blvd must be aesthetically similar as the face of the building. The rear of the building must be screened from Torchwood Blvd. Dallas Harris Office Building – 7495 Market St – TRC Review Page | 3 vii. Additional plantings must be provided along Market Street to qualify for the 75-foot setback set forth by the Special Highway Overlay District. viii. The existing live oak tree shown on the concept plan shall be retained on the site. c. As stated in the application the intended use is General Retail. The Unified Development Ordinance (UDO) defines the use as i. Commercial enterprises that provide goods and/or services for sale, lease, or rental directly to the consumer. Examples include stores selling, leasing, or renting consumer, home, and business goods such as art, clothing, dry goods, electronic equipment, furniture, garden supplies, hardware, jewelry, pet food, and printed material. ii. The building on the site plan notes office use on it as well, which is an allowed use under the rezoning conditions. Offices for Private Business and Professional Activities are defined as: “Establishments primarily engaged in the day-to-day administrative or clerical services for businesses or other organizations that provide professional or other services to the general public on a walk-in or appointment basis in an office setting. d. The Planning and Land Use Department’s review of the site is for compliance with the UDO and use specific requirements of the specified land use. Any other activity that might occur on the property beyond the definition above should be noted on the application and site plan for additional review and comment. e. Are there any Duke Energy easements on this property? The utility easement noted on the site plan seems to reference an NCDOT easement. 2. UDO Section 5.1, Parking and Loading a. Both Retail Sales, General, and Offices for Private Business and Professional Activities require 2.5 parking spaces / 1,000 sq ft of use. b. The building is 6,038 sq ft. c. 6 x 2.5 = 15 parking spaces required d. 24 parking spaces are provided on the site. This requirement is met. 3. UDO Section 5.2, Traffic, Access and Connectivity a. Please note that no building permit for any structure shall be issued which requires NCDOT approval for a Driveway Permit until NCDOT has issued the permit approval. Evidence of approval shall accompany the application for building permit. Dallas Harris Office Building – 7495 Market St – TRC Review Page | 4 b. The WMPO estimates 15 AM peak hour trips and 16 PM peak hour trips for this use. No TIA is required. Please see their attached comments for further breakdown. 4. UDO Section 5.3, Tree Retention a. Tree Removal Permit TR-25-000092 has already been issued for this site. b. Note: Land disturbance permits can be issued by county Engineering before a Tree Removal Permit is approved by Planning. However, any trees removed before the Tree Removal Permit is issued may result in enforcement action under Section 5.3.2 of the Unified Development Ordinance to include prohibiting any development of the site for 3 to 5 years. 5. UDO Section 5.4, Landscaping and Buffering a. Please provide a landscape plan complying with parking lot interior landscaping, street yard plantings, and transitional landscape buffering. b. Parking lot landscaping: a. Parking lot landscaping is required, calculated at 8% of the area used for parking spaces and internal drive aisle. b. Please note that no parking lot island can be located further than 120’ from a parking space. c. Street yard a. The B-2 district requires street yard along all road frontages. This site fronts both Market St and Torchwood Blvd. b. B-2 district requires 25 sq ft for every linear foot of road frontage. c. Secondary road frontages (Torchwood Blvd) may have 50% of the required street yard area. This would calculate out to 12.5 sq ft for every linear foot of road frontage. d. Per condition 7, additional plantings must be provided along Market Street to qualify for the 75-foot setback required by the SHOD. UDO Section 3.5.3.D.1.c requires one additional deciduous or evergreen tree at least 2.5” caliper for every 40 feet of road frontage. d. The site plan notes buffer areas to adjacent residential zoning. a. Please show planting schedule and which type of Type A: Opaque Buffer will be used to achieve the transitional buffer. e. Condition 6 requires the rear of the building to be screened from Torchwood Blvd as well. Some of this can be achieved through the transitional buffer and the street yard, but additional plantings may be needed to satisfy this condition. f. Please show NCDOT sight triangles on the landscape plan, ensuring that no plantings are in the sight triangles. Dallas Harris Office Building – 7495 Market St – TRC Review Page | 5 g. All planting materials must comply with the approved planting materials listed in the New Hanover County Tree & Landscaping Manual. The species and size must be listed in the final landscape plan indicating compliance with the manual. Or evidence the proposed plant species are acceptable from the county Agricultural Extension office. 6. UDO Section 5.5, Lighting a. Please note that a lighting plan is not required for TRC approval but will be required prior to issuance of construction plan approvals. b. Is any lighting proposed for the site? 7. UDO Section 5.6, Signs a. There is not a sign shown on the site plan, but assumed that one will be added. Please ensure that it is outside of the NCDOT sight triangles and please apply for a sign permit. b. The SHOD prescribes additional standards for signs on sites in the SHOD. Please refer to UDO Section 3.5.3.D.6 for sign standards in the SHOD. c. For any signs on the site, a separate sign permit must be submitted and reviewed by the county for compliance with Section 5.6 of the UDO for standards at or after the submittal of the separate zoning compliance and construction permits for the primary building or use. Any approvals granted by the TRC for the site design is not an approval for the ultimate size or placement of the sign. 8. UDO Section 5.7, Conservation Resources a. The conservation resources map does not indicate any conservation resources impacting the property, this section does not apply. 9. UDO Article 9, Flood Damage Prevention a. This site is not in the floodplain. NHC Fire Services, David Stone 910-798-7458 Compliance with NC Fire Code 1. A fire hydrant will need to be added at the entrance to this project. 2. Per NCFC 507.1, Provide an Engineered fire flow analysis report in accordance with the fire code and Appendix B to include pertinent information. Fire flow test shall be conducted in accordance with NFPA 291 and NCFC 507.4. Dallas Harris Office Building – 7495 Market St – TRC Review Page | 6 NHC Engineering, Galen Jamison 910-798-7072 Stormwater management and land disturbance 1. A County stormwater and land disturbing permit issued by the County is required for this project. Please digitally submit the permit applications documentation with requisite review fees to the COAST online permit portal (https://newhanovercountync- energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at https://www.nhcgov.com/251/Stormwater-Permitting and https://www.nhcgov.com/249/Sediment-Erosion-Control. 2. The proposed infiltration basin should include a emergency outlet or overflow device in accordance with Section 5.4.3 of the NHC Stormwater Design Manual, currently there is nothing shown. 3. Please contact the State for their stormwater permit requirements. It is anticipated a new high density permit will be required. NHC Environmental Health, Dustin Fenske 910-798-6732 Septic tanks and wells 1. Site plan reflects connection to public water and sewer. Surrounding properties are on public water and sewer. NHC Addressing, McCabe Watson 910-798-7068 Street naming and property address 1. Existing address is acceptable. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 Public water and sewer 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan Review required by CFPUA. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan-Review-103. 3. CFPUA water available; CFPUA sewer available via a mainline extension. 4. CFPUA Meter Sizing Form will be required. 5. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). Dallas Harris Office Building – 7495 Market St – TRC Review Page | 7 6. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application Form and a Preliminary Plan, this determination does not guarantee capacity. 7. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the Authority. NCDOT, Nick Drees 910-343-3915 Driveway access and state road improvements 1. See attached. WMPO, Luke Hutson 910-343-3915 New Hanover County contracted traffic engineering services comments: 1. See attached. Army Corps of Engineers, Brad Shaver 910-251-4611 Information or Requirements if wetlands are impacted 1. No comment. Project information also provided to the following state agencies and non-regulatory local agencies for their awareness: New Hanover County Emergency Management New Hanover County Schools NC Department of Environmental Quality (DEQ) NC DEQ Division of Coastal Management NC DEQ Division of Energy, Mineral, and Land Resources New Hanover County Sustainability Manager STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JOSH STEIN DANIEL H. JOHNSON GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum DATE: January 8, 2026 TO: New Hanover County Technical Review Committee SUBJECT: Westbay Commercial (Bank) – 7495 Market Street ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx You can coordinate with the District Office with any questions 910-398-9100. NCDOT Driveway Permit: An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. • A driveway permit has been submitted for review (D033-065-25-00189). • Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). • Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Site Plan Comments: NCDOT Active STIP Project U-4902D: • Any proposed construction activities within the limits of the active STIP project will require a hold harmless letter from the NCDOT contractor. o This will be handled through the District Office during the review process. Public Utility/Drainage Easements: • Anything that is constructed within the public easements must meet NCDOT guidelines. • Contact the NCDOT Right of Way Department for additional information/guidance. Sight Triangles and Sight Distance: • Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. • Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Identification Signing and Landscaping: • Identification signing or landscape vegetation within the median and the sight distance triangle must not obstruct the driver’s line of sight. No landscaping or signing will be allowed to exceed 42 inches in height, measured from the Edge of Pavement (EOP) within the median or sight triangle. • All pylon signs in the median or sight distance triangle must provide a vertical clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the EOP. Signing located within a clear recovery area shall be of a “breakaway design.” • Only low growing shrubbery, consistent with the NCDOT’s landscaping policies, as contained in the publication “Guidelines for Planting Within Highway Right of Way,” will be allowed within a landscaped median and the sight distance triangle at the entranceway to a development, whether the street or driveway connection to the State Highway System is designated as a public facility or not. Landscaping within the right- of-way and sight distance triangles may require additional approval by the District Engineer. Drainage/Stormwater Conveyance: • Additional information is needed on the existing and proposed drainage in the area. • If the drainage does not naturally flow to the NCDOT right of way the historic drainage pattern should be maintained. • All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown. Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 • Hydraulic calculations and associated plan sheets will need to be submitted for the site. • Ensure the site drainage design accounts for the structures 0701 and 0702 being converted to the appropriate type of drainage structure as the proposed driveway will be constructed over these drainage structures. o Ensure calculations are performed to determine if runoff will pond in the proposed driveway that could contribute to hydroplaning on US 17. NCDOT Standard Drawings: • Include/update the NCDOT Standard Drawings (2024) that are applicable to the development. NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all other required documents. All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction. Online resources: •NCDOT Policy on Street and Driveway Access to North Carolina Highways: https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an d%20Driveway%20Access.pdf •NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx •Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) a.Cover Letter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include the parcel number(s), description of all phases of the development and future land uses to be served by the permit, and a description of the adjoining land owned or controlled by the applicant. b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc c.$50.00 Inspection Fee Per Access Point Attach to Permit Application form (not applicable for municipalities, churches, and schools) d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc e.Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional site plan requirement details can be found in section 2 of this document. g.Design Plan Requirements for projects involving roadway improvements If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information Y N n/a Engineering Studies The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses (TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina licensed Professional Engineer. Section 1: Requi red Documents |Required documents to accompany all Initial Driveway Application Submittals Please note that these are the minimum requirements of all driveway permit applications. All required documentation shall be submitted through the online portal as PDF files, with the exception of the Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501 Barbados Blvd, Castle Hayne, NC 28429. If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there may be additional submittal materials required. State of North Carolina | Department of Transportation | Division 3 | District 3 5501 Barbados Blvd, Castle Hayne, NC 28429 Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL a.Site Plans One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement details can be found in section 2 of this document. b.Performance and Indemnity Bond Information/Forms See last page of document for bond information and forms c.Performance and Indemnity Bond Amount 100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities, churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway Rights of Way for acceptable bond types d.Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required e.Hold Harmless Letter (if applicable) If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways 1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown 2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable 3)Contact information of applicant and engineer, including mailing address, phone number, and email address 4)Show R/W lines, highway control of access, and property lines 5)All existing utilities (including handholes) and easements 6)R/W width 7)Existing posted speed limit(s) and design speed limit(s) 8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development 9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area 10)Include a plan sheet showing full site build-out and land use 11)Buildings shown with “gross leasable area” 12)Width of property frontage 13)Distance from R/W to buildings and gasoline service islands 14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34) 15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc. Section 3: Driveway Plan Requirements | All driveway plans shall include and show, at a minimum, the items listed below 1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance. 2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways 3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77) 4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum 5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51) In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached) In shoulder sections, show grades at the EOP and centerline 6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31) 7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90° allowed for right-in/right-out on a case-by-case basis) (page 51) 8)Driveway Profile (pages 42- 43) Y N n/a Y N n/a □□ □□ □ □ Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) 9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W) Asphalt: 8” ABC stone and 1.5” S9.5B Concrete: 6” of concrete 10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’ 11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std. 12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31) 13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29) 14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) 15)Distance between driveways being requested (if applicable; page 51) 16)Minimum internal storage areas with specified queues (pages 31-33) 17)Minimum protected driveway stem(s) provided and indicated (pages 33-34) 18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required | Section 6: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below 1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) 2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders) Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below •Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000 5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C •Secondary Routes with AADT<10,000 5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B 3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed 4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum 5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter 6)Indicate existing roadway grade 7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78) 8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79) See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details 9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services 10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location 11)New and/or revised signal plans must be included for new installations and if signal modifications are required All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200. | Section 4: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section 5: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below 1)Interior driveway channelization stems Minimum 100’ from the ROW or at the discretion of the District Engineer 2)Traffic flow pattern 3)Traffic control devices 4)Pavement Markings Y N n/a Y N n /a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a 1)Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” 2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2) Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and 310.04 of the Roadway Standard Drawings for details Pipes >30" on multilane highways posted above 45mph require guardrail Pipes ≥36" require an endwall on the inlet end 3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently dedicated drainage easement will be required to accommodate the proposed project drainage 4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements) 5)Provide spot elevations along frontage of driveway (at EOP and centerline) 6)Provide grades and spot elevations for existing and proposed ditches 7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted) C/L EOTEOP P/L R/WR/W R/W EOP EOP EOP EOP NTS R/W P/L DRAINAGE FLOW DRAINAGE FLOW DRAINAGE FLOW SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH S IGHT T R IANGLE 10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70' DRIVEWAY RR MIN. 30'MIN. 30' NO ROADWAY IMPROVEMENT COMMERCIAL DRIVEWAY WITH NORMAL CROWN ROADWAY 6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST PIPE/TYPE/SIZE WIDTH CON CR ET E /ASP HA LT LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER SITE ADDRESS:TAX PARCEL # 20191115 PARALLEL END S.D. 310.02 INVERT ELEVATION PARALLEL END S.D. 310.02 INVERT ELEVATION 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION MEMORANDUM To: New Hanover County Technical Review Committee Date: December 31, 2025 Subject: West Bay and Commercial NCDOT Projects: • U-4902D US 17 BUS (Market Street) – access management improvements from SR 1403 (Middle Sound Loop Road) to SR 2290 (Mendenhall Drive). This project is in direct/close proximity to the proposed site location and is currently under construction. The project is estimated to be approximately 85% complete as of November 2025 with an estimated date of completion as December 30, 2025. WMPO 2050 MTP Projects: • U-4902D is also included in the WMPO 2050 MTP. New Hanover County Projects: • N/A TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required for the proposed site plan. Land Use (ITE Code) Intensity Unit 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips General Office (710) 6,038 SF 101 15 16 McQuillan Pines Amenity Center – 6900 Carolina Beach Rd – TRC Review Page | 1 To: Jon Wayne, Hanover Design Services, P.A. James Yopp, River Road Construction, Owner From: Ryan Beil, Development Review Planner Date: January 21, 2026 Technical Review Committee (TRC) PID#: R08200-001-012-000 Egov# SITECN-25-000122 Subject: 6900 Carolina Beach Rd – McQuillan Pines Amenity Center - TRC Review Technical Review Committee (TRC) General Information The TRC is a staff-level group of local government officials that reviews projects for compliance with the local regulations administered by each respective review agency. Voluntarily participating state agencies may also provide comments. And general information and non-binding recommendations about the site may also be provided by government agencies. The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state or federal agencies about the review comments they have been provided. No voting is involved in the TRC process, and no final approvals or denials are made at the TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Those revised plans need to be resubmitted to the assigned case planner. The case planner will facilitate additional reviews until all comments have been addressed, and the necessary departments have stated the plans comply with the applicable minimum requirements for development. Following any future TRC approval, the project is required to obtain additional permits to include a zoning compliance permit for the site. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Any activity on the property that is not approved as part of the TRC review and zoning compliance permit will be considered a violation of the UDO and subject to enforcement action under Article 12 Violations and Enforcement. McQuillan Pines Amenity Center – 6900 Carolina Beach Rd – TRC Review Page | 2 The following comments have been received for the January 21, 2026, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Planning, Ryan Beil 910-798-7444 Compliance with local zoning requirements 1. General Comments a. The property is zoned RMF-L. b. As stated in the application the intended use is Community Center (Private). The Unified Development Ordinance (UDO) defines the use as i. A meeting, recreational, and/or social facility provided by the government or a nonprofit institution for public use. ii. Please list all incidental or customary activities that may occur on the property in line with and under the general definition of the requested use. c. The Planning and Land Use Department’s review of the site is for compliance with the UDO and use specific requirements of the specified land use. Any other activity that might occur on the property beyond the definition above should be noted on the application and site plan for additional review and comment. d. The property was part of a conditional rezoning in 2023, Z23-04, and that rezoning was modified in 2025 as Z23-04M. The conditions remained the same from the original rezoning, with an additional condition (number 7) being added during the modification: i. Any RV and Boat storage must be located on the interior of the mini storage and may not be visible from a public right-of-way. ii. The access easement from Southern Charm to Carolina Beach Road shall be public. iii. The access easements from both Southern Charm Drive and Carolina Beach Road shall not be gated. iv. Single-family attached structures shall be limited to three stories. The mini storage height will be limited to 3 stories or 50 feet. v. The buffer yard between the new residential structures and the adjacent residential structures shall be no less than 20 feet. vi. The mini storage structure will be limited to a 12,000 square foot maximum building footprint and a 36,000 gross square foot maximum. McQuillan Pines Amenity Center – 6900 Carolina Beach Rd – TRC Review Page | 3 vii. A minimum 20-foot-wide public access easement shall be provided along the frontage parallel with Carolina Beach Road to accommodate future public bicycle and pedestrian use. e. Please include the list of conditions on the plans. 2. UDO Section 5.1, Parking and Loading a. Use requires 2.5 parking spaces for every 1,000 square feet of building area. Project proposes 630 square feet. Required parking is 630 / 1,000 = .63 x 2.5 = 1.6 =2 required parking spaces while 5 have been provided. 3. UDO Section 5.2, Traffic, Access and Connectivity a. Please note that no building permit for any structure shall be issued which requires NCDOT approval for a Driveway Permit until NCDOT has issued the permit approval. Evidence of approval shall accompany the application for building permit. 4. UDO Section 5.3, Tree Retention a. Note: Land disturbance permits can be issued by county Engineering before a Tree Removal Permit is approved by Planning. However, any trees removed before the Tree Removal Permit is issued may result in enforcement action under Section 5.3.2 of the Unified Development Ordinance to include prohibiting any development of the site for 3 to 5 years. 5. UDO Section 5.4, Landscaping and Buffering a. Please note that amenity centers do require street yard landscaping. i. For non residential uses in residential districts, 12 sq ft of street yard is required for every linear foot of street yard frontage. There appears to be 54 linear feet of street frontage, which requires 648 square feet of street yard landscaping. ii. For every 600 sq ft of street yard one canopy tree is required b. Parking lot landscaping is required i. 8% of total parking area (990 square feet) = 79 square feet required, with 85 square feet provided. c. Foundation Plantings are required, requiring 12% of the area of the first-floor building face, or building face up to 25 feet in height, whichever is less, adjacent to the parking area or internal drive. i. 21’ x 12% = 25 square feet required, 30 square feet provided. McQuillan Pines Amenity Center – 6900 Carolina Beach Rd – TRC Review Page | 4 6. UDO Section 5.5, Lighting a. Please note that a lighting plan is not required for TRC approval but will be required prior to issuance of construction plan approvals. b. Is any lighting proposed for the site? 7. UDO Section 5.6, Signs a. If a freestanding sign is proposed and along a DOT maintained road or near an intersection with a DOT road (including the driveway access), required DOT sight triangles must be shown on the plan and the sign location must be outside the sight triangles. b. For any signs on the site, a separate sign permit must be submitted and reviewed by the county for compliance with Section 5.6 of the UDO for standards at or after the submittal of the separate zoning compliance and construction permits for the primary building or use. 8. UDO Section 5.7, Conservation Resources a. Per the New Hanover County Conservation Resource Map there are no Conservation Resources on the site. 9. UDO Article 9, Flood Damage Prevention a. Per the New Hanover County Flood map, no part of the property or any of the buildings are in the floodplain. NHC Fire Services, David Stone 910-798-7458 Compliance with NC Fire Code 1. No comments NHC Soil & Water Conservation, Dru Harrison 910-798-7135 General comments about existing soil conditions of the site. 1. No comments McQuillan Pines Amenity Center – 6900 Carolina Beach Rd – TRC Review Page | 5 NHC Engineering, Galen Jamison 910-798-7072 Stormwater management and land disturbance 1. A revision to STMW 23-0039 will be required. Should any stormwater conveyance measures be proposed, please include the requisite calculations with the permit submission. Please digitally submit the permit applications documentation revisions with requisite review fees using STMW- 23-0039 to the COAST online permit portal (https://newhanovercountync- energovpub.tylerhost.net/apps/selfservice#/home. 2. A revision to LNDP- 23-00041 will be required. Please digitally submit the permit applications documentation revisions with requisite review fees using LNDP- 23-00041 to the COAST online permit portal (https://newhanovercountync- energovpub.tylerhost.net/apps/selfservice#/home. 3. Please contact the State for their stormwater permit requirements. It is anticipated a minor modification to SW8 231204 will be required. NHC Environmental Health, Dustin Fenske 910-798-6732 Septic tanks and wells 1. Site plan states connection to AQUA water. Pool plans must be submitted to NHC Environmental Health and approved prior to building permit issuance. 2. Site plan states connection to AQUA sewer. NHC Addressing, McCabe Watson 910-798-7068 Street naming and property address 1. Updated address is 118 Shed Drive. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 Public water and sewer 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan Review required by CFPUA. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan-Review-103. 3. Per engineer, water will be provided by NC Aqua; CFPUA sewer would require a mainline extension. 4. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). McQuillan Pines Amenity Center – 6900 Carolina Beach Rd – TRC Review Page | 6 5. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application Form and a Preliminary Plan, this determination does not guarantee capacity. 6. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the Authority. NCDOT, Nick Drees 910-398-9114 Driveway access and state road improvements 1. No comments WMPO, Caitlin Cerza 910-473-5130 New Hanover County contracted traffic engineering services comments: 1. Comments attached Army Corps of Engineers, Brad Shaver 910-251-4611 Requirements if wetlands are impacted 1. No comments Project information also provided to the following state agencies and non-regulatory local agencies for their awareness: New Hanover County Emergency Management New Hanover County Schools New Hanover County Sustainability Manager NC Department of Environmental Quality (DEQ) NC DEQ Division of Coastal Management NC DEQ Division of Energy, Mineral, and Land Resources MEMORANDUM To: New Hanover County Technical Review Committee Date: December 31, 2025 Subject: McQuillan Pines Amenity Center Comments: • If the amenity center will be open to the public or to those outside the McQuillan Pines community, the trip generation will need to be reassessed to determine if a TIA is required. NCDOT Projects: • N/A WMPO 2050 MTP Projects: • N/A New Hanover County Projects: • N/A TIA: The amenity center will be used by the McQuillan Pines community and subject to mainly internal traffic, and not open to the public, a TIA is not required. 8035 Market Street – Walmart Expansion- TRC Review Page | 1 To: Rachel Sutherland, Atwell LLC, rsutherland@atwell.com From: Katherine May, Development Review Planner Amy Doss, Development Review Planner Date: January 21, 2026 Technical Review Committee (TRC) PID#: R03600-003-119-000 Egov# SITECN-25-000121 Subject: 8035 Market Street – Walmart Expansion- TRC Review Technical Review Committee (TRC) General Information The TRC is a staff-level group of local government officials that reviews projects for compliance with the local regulations administered by each respective review agency. Voluntarily participating state agencies may also provide comments. And general information and non-binding recommendations about the site may also be provided by government agencies. The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily participating state or federal agencies about the review comments they have been provided. No voting is involved in the TRC process, and no final approvals or denials are made at the TRC meetings. Following the TRC meeting, applicants are responsible for updating their plans to address review comments. Those revised plans need to be resubmitted to the assigned case planner. The case planner will facilitate additional reviews until all comments have been addressed, and the necessary departments have stated the plans comply with the applicable minimum requirements for development. Following any future TRC approval, the project is required to obtain additional permits to include a zoning compliance permit for the site. Applicants are also responsible for coordinating with state and federal agencies for compliance with any additional requirements. Any activity on the property that is not approved as part of the TRC review and zoning compliance permit will be considered a violation of the UDO and subject to enforcement action under Article 12 Violations and Enforcement. 8035 Market Street – Walmart Expansion- TRC Review Page | 2 The following comments have been received for the January 21, 2025, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Planning, Katherine May 910-798-7443; Amy Doss 910-798-7571 Compliance with local UDO requirements 1. General Comments a. Zoning district is (CZD) B-2, Regional Business b. The project is associated with conditional rezoning Z-926 c. As stated in the application the intended use is Retail Sales, General. The Unified Development Ordinance (UDO) defines the use as i. Commercial enterprises that provide goods and/or services for sale, lease, or rental directly to the consumer. Examples include stores selling, leasing, or renting consumer, home, and business goods such as art, clothing, dry goods, electronic equipment, furniture, garden supplies, hardware, jewelry, pet food, and printed material. d. The Planning and Land Use Department’s review of the site is for compliance with the UDO and use specific requirements of the specified land use. Any other activity that might occur on the property beyond the definition above should be noted on the application and site plan for additional review and comment. e. Please log into your COAST account and pay the $75 review fee, INV-00155388. 2. UDO Section 5.1, Parking and Loading a. The expansion is about 7,051 sq ft b. For the use of retail sales, general, 2.5 parking spaces for every 1,000 square feet of building area is required. The project proposes an expansion of 7,051 sq ft. For a total square footage of 188,527. Required parking calculation is 188,527/1,000 = 188.527 x 2.5 = 471.37 (471 total spaces). c. Section 5.1.2.D contains the electric vehicle parking requirements. EV parking is required when the number of spaces required exceeds 25. Please refer to Tables 5.1.2.D.1 and 5.1.2.D.3 to determine the number or required spaces and if any must be handicap accessible. d. The table on C500 states Required Parking Ratio (City of Wilmington) - Please either remove anything that states the City of Wilmington or replace it with New Hanover 8035 Market Street – Walmart Expansion- TRC Review Page | 3 County. The calculations stated in the table are in line with NHC regulations, but double check that you’re using regulations for New Hanover County only. 3. UDO Section 5.2, Traffic, Access and Connectivity a. Please note that no building permit for any structure shall be issued which requires NCDOT approval for a Driveway Permit until NCDOT has issued the permit approval. Evidence of approval shall accompany the application for building permit. 4. UDO Section 5.3, Tree Retention a. Please confirm that no trees are being removed. b. Note: Land disturbance permits can be issued by county Engineering before a Tree Removal Permit is approved by Planning. However, any trees removed before the Tree Removal Permit is issued may result in enforcement action under Section 5.3.2 of the Unified Development Ordinance to include prohibiting any development of the site for 3 to 5 years. 5. UDO Section 5.4, Landscaping and Buffering a. Per UDO Section 5.4.2.B, 15 trees are required to be planted or retained per acre disturbed. b. Existing street yard is fine. c. Parking lot landscaping calculation is incorrect. Site plan states 4% of parking area, however NHC regulations are as follows: Landscaped areas in the interior of parking lots shall be equal to 8% of the total area to be used for parking, loading, automobile sales, driveways, internal drive aisles, and other vehicle or pedestrian use. Please see table 5.4.5.C: Standards for Parking Lot Interiors for full regulations. d. Landscape plan is missing foundation plantings which are required on the face and side of the new expansion. Please see section 5.4.7. 8035 Market Street – Walmart Expansion- TRC Review Page | 4 e. Landscape plan must specify which types of trees and other plantings will be installed. f. All planting materials must comply with the approved planting materials listed in the New Hanover County Tree & Landscaping Manual. The species and size must be listed in the final landscape plan indicating compliance with the manual. Or evidence the proposed plant species are acceptable from the county Agricultural Extension office. 6. UDO Section 5.5, Lighting a. Please note that a lighting plan is not required for TRC approval but will be required prior to issuance of construction plan approvals. b. Is any lighting proposed for the site? 7. UDO Section 5.6, Signs a. Are any freestanding signs planned for the expansion? b. For any signs on the site, a separate sign permit must be submitted and reviewed by the county for compliance with Section 5.6 of the UDO for standards at or after the submittal of the separate zoning compliance and construction permits for the primary building or use. Any approval granted by the TRC for the site design is not an approval for the ultimate size or placement of the sign. 8. UDO Section 5.7, Conservation Resources a. The conservation resources map does not indicate any conservation resources impacting the property, this section does not apply. 8035 Market Street – Walmart Expansion- TRC Review Page | 5 9. UDO Article 9, Flood Damage Prevention a. The expansion is not in a floodplain. NHC Fire Services, David Stone 910-798-7458 Compliance with NC Fire Code 1. Fire has no comments until this is submitted for plan review. NHC Soil & Water Conservation, 910-798-7138 General comments about existing soil conditions of the site. 1. No comments provided. NHC Engineering, Galen Jamison 910-798-7072 Stormwater management and land disturbance 1. A revision to county stormwater permit 607-04/11/14 will be required. Should any stormwater conveyance measures be proposed, please include the requisite calculations with the permit submission. Please digitally submit the permit applications documentation revisions with requisite review fees using the COAST online permit portal (https://newhanovercountync-energovpub.tylerhost.net/apps/selfservice#/home. 2. A land disturbing permit issued by the County is required for this project. Please digitally submit the permit applications documentation with requisite review fees to the COAST online permit portal (https://newhanovercountync- energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at https://www.nhcgov.com/249/Sediment-Erosion-Control. 3. Please contact the State for their stormwater permit requirements. It is anticipated a modification to SW8 140208 will be required. NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site is on public water and sewer. Any demolition or construction must set up a barrier to protect the food service areas within Walmart from demolition/construction dust. 8035 Market Street – Walmart Expansion- TRC Review Page | 6 NHC Addressing, McCabe Watson 910-798-7068 Street naming and property address 1. No comments, existing address is acceptable. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 Public water and sewer 1. CFPUA TRC Comments provided are preliminary comments only. 2. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering- Plan-Review-103. 3. Property currently has CFPUA water and sewer. 4. Meter Sizing Form will be required. Once completed, it will be determined if CFPUA Plan Review will be required. 5. If new water and sewer services/taps are being added, CFPUA Plan Review will be required. NCDOT, Nick Drees 910-343-3915 Driveway access and state road improvements 1. Comments attached. WMPO, Luke Hutson 910-343-3915 New Hanover County contracted traffic engineering services comments: 1. Comments attached. Army Corps of Engineers, Brad Shaver 910-251-4611 Information or Requirements if wetlands are impacted 1. No comments provided. 8035 Market Street – Walmart Expansion- TRC Review Page | 7 Project information also provided to the following state agencies and non-regulatory local agencies for their awareness: New Hanover County Emergency Management New Hanover County Schools NC Department of Environmental Quality (DEQ) NC DEQ Division of Coastal Management NC DEQ Division of Energy, Mineral, and Land Resources New Hanover County Sustainability Manager STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JOSH STEIN DANIEL H. JOHNSON GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum DATE: January 8, 2026 TO: New Hanover County Technical Review Committee SUBJECT: Porters Neck Walmart Expansion – 8035 Market Street ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx You can coordinate with the District Office with any questions 910-398-9100. NCDOT Driveway Permit: An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. • Due to the redevelopment/expansion a driveway permit is required. • Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). • Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Site Plan Comments: Sight Triangles and Sight Distance: • Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. • Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Identification Signing and Landscaping: • Identification signing or landscape vegetation within the median and the sight distance triangle must not obstruct the driver’s line of sight. No landscaping or signing will be allowed to exceed 42 inches in height, measured from the Edge of Pavement (EOP) within the median or sight triangle. • All pylon signs in the median or sight distance triangle must provide a vertical clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the EOP. Signing located within a clear recovery area shall be of a “breakaway design.” • Only low growing shrubbery, consistent with the NCDOT’s landscaping policies, as contained in the publication “Guidelines for Planting Within Highway Right of Way,” will be allowed within a landscaped median and the sight distance triangle at the entranceway to a development, whether the street or driveway connection to the State Highway System is designated as a public facility or not. Landscaping within the right-of-way and sight distance triangles may require additional approval by the District Engineer. NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all other required documents. All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction. Online resources: •NCDOT Policy on Street and Driveway Access to North Carolina Highways: https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an d%20Driveway%20Access.pdf •NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx •Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) a.Cover Letter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include the parcel number(s), description of all phases of the development and future land uses to be served by the permit, and a description of the adjoining land owned or controlled by the applicant. b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc c.$50.00 Inspection Fee Per Access Point Attach to Permit Application form (not applicable for municipalities, churches, and schools) d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc e.Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional site plan requirement details can be found in section 2 of this document. g.Design Plan Requirements for projects involving roadway improvements If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information Y N n/a Engineering Studies The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses (TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina licensed Professional Engineer. Section 1: Requi red Documents |Required documents to accompany all Initial Driveway Application Submittals Please note that these are the minimum requirements of all driveway permit applications. All required documentation shall be submitted through the online portal as PDF files, with the exception of the Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501 Barbados Blvd, Castle Hayne, NC 28429. If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there may be additional submittal materials required. State of North Carolina | Department of Transportation | Division 3 | District 3 5501 Barbados Blvd, Castle Hayne, NC 28429 Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL a.Site Plans One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement details can be found in section 2 of this document. b.Performance and Indemnity Bond Information/Forms See last page of document for bond information and forms c.Performance and Indemnity Bond Amount 100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities, churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway Rights of Way for acceptable bond types d.Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required e.Hold Harmless Letter (if applicable) If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways 1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown 2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable 3)Contact information of applicant and engineer, including mailing address, phone number, and email address 4)Show R/W lines, highway control of access, and property lines 5)All existing utilities (including handholes) and easements 6)R/W width 7)Existing posted speed limit(s) and design speed limit(s) 8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development 9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area 10)Include a plan sheet showing full site build-out and land use 11)Buildings shown with “gross leasable area” 12)Width of property frontage 13)Distance from R/W to buildings and gasoline service islands 14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34) 15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc. Section 3: Driveway Plan Requirements | All driveway plans shall include and show, at a minimum, the items listed below 1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance. 2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways 3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77) 4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum 5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51) In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached) In shoulder sections, show grades at the EOP and centerline 6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31) 7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90° allowed for right-in/right-out on a case-by-case basis) (page 51) 8)Driveway Profile (pages 42- 43) Y N n/a Y N n/a □□ □□ □ □ Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) 9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W) Asphalt: 8” ABC stone and 1.5” S9.5B Concrete: 6” of concrete 10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’ 11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std. 12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31) 13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29) 14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) 15)Distance between driveways being requested (if applicable; page 51) 16)Minimum internal storage areas with specified queues (pages 31-33) 17)Minimum protected driveway stem(s) provided and indicated (pages 33-34) 18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required | Section 6: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below 1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) 2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders) Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below •Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000 5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C •Secondary Routes with AADT<10,000 5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B 3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed 4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum 5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter 6)Indicate existing roadway grade 7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78) 8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79) See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details 9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services 10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location 11)New and/or revised signal plans must be included for new installations and if signal modifications are required All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200. | Section 4: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section 5: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below 1)Interior driveway channelization stems Minimum 100’ from the ROW or at the discretion of the District Engineer 2)Traffic flow pattern 3)Traffic control devices 4)Pavement Markings Y N n/a Y N n /a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a 1)Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” 2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2) Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and 310.04 of the Roadway Standard Drawings for details Pipes >30" on multilane highways posted above 45mph require guardrail Pipes ≥36" require an endwall on the inlet end 3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently dedicated drainage easement will be required to accommodate the proposed project drainage 4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements) 5)Provide spot elevations along frontage of driveway (at EOP and centerline) 6)Provide grades and spot elevations for existing and proposed ditches 7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted) C/L EOTEOP P/L R/WR/W R/W EOP EOP EOP EOP NTS R/W P/L DRAINAGE FLOW DRAINAGE FLOW DRAINAGE FLOW SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH S IGHT T R IANGLE 10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70' DRIVEWAY RR MIN. 30'MIN. 30' NO ROADWAY IMPROVEMENT COMMERCIAL DRIVEWAY WITH NORMAL CROWN ROADWAY 6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST PIPE/TYPE/SIZE WIDTH CON CR ET E /ASP HA LT LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER SITE ADDRESS:TAX PARCEL # 20191115 PARALLEL END S.D. 310.02 INVERT ELEVATION PARALLEL END S.D. 310.02 INVERT ELEVATION 20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION BYREVISIONS SEAL20370 DRW BL 12/04/25 24000546 VICINITY MAP NOTE: BASED ON GRAPHIC DETERMINATION, THIS PROPERTY DOES NOTLIE IN A F.E.M.A./F.I.R.M.SPECIAL FLOOD HAZARD AREA PER COMMUNITYPANEL NO. 3720326000K DATED AUG. 28, 2018 N.T.S.FEMA MAPN.T.S.AERIAL MAPN.T.S. CIVIL ENGINEERATWELL, LLC1850 PARKWAY PLACE, SUITE 650MARIETTA, GA 30067PHONE: (770) 423-0807FAX: (770) 423-1262CONTACT: BRIAN PELHAM, PE DEVELOPMENT TEAM WALMART SUPERCENTER #04065.275TOTAL SITE AREA: 20.46± AC.ZONING: B-2 BUSINESS DISTRICT SPECIAL HWY OVERLAY DISTRICTJURISDICTION: NEW HANOVER COUNTY BUILDING SAFETY SITE STREET A MARKE T S T R E E T 8035 MARKET ST.CITY OF WILMINGTON, NEW HANOVER COUNTY, NC TAX PARCEL: R03600-003-119-000 PROPOSED BUILDING ADDITION SURVEYORATWELL, LLC1850 PARKWAY PLACE, SUITE 650MARIETTA, GA 30067PHONE: (770) 423-0807FAX: (770) 423-1262CONTACT: CLYDE ELDREDGE GOVERNING AGENCIES AND UTILITY CONTACTS NEW HANOVER COUNTY230 GOVERNMENT CENTER DRIVESUITE 160WILMINGTON, NC 28403PHONE: (910) 798-7139 DEVELOPER ARCHITECTBENCHMARK GROUP1805 N. 2ND ST.ROGERS, AR 72756PHONE: (800) 321-8721FAX: (479) 986-1254CONTACT: DEREK JEBSEN WALMART, INC.814 RESPECT DR.BENTONVILLE, AR 72716 NOTES TO GENERAL CONTRACTOR (GC) 1. GC TO EXECUTE COMPLETE PARKING LOT RESTRIPING. STRIPE/REFRESH ALL EXISTING PARKING FIELDS (MAIN, SIDES, AND REAR OFSTORE). 2. PREPARE AND REPAINT PARKING LOT LIGHT POLE BASES AND REMOVE PREVIOUS OVERSPRAY ON PAVEMENT. IF LIGHT POLE BASE ISWITHIN A RAISED CURB AND OFFSET FROM THE BACK OF CURB (OR CONCRETE BUFFER) BY 3 FEET OR LESS, THE BASE SHALL BEPAINTED/REPAINTED. IF LIGHT POLE BASE IS OFFEST FROM THE BACK OF CURB (OR CONCRETE BUFFER) BY MORE THEN 3 FEET, THEBASE SHALL NOT BE PAINTED UNLESS IT IS ALREADY PAINTED IN EXISTING CONDITIONS. 3. PREPARE AND REPAINT EXISTING SIGN POST BOLLARDS AND REMOVE PREVIOUS OVERSPRAY ON PAVEMENT. 4. EXISTING STRIPING SHALL BE REMOVED BY APPROVED PHYSICAL MEANS PRIOR TO SEAL COAT. 5. GC TO ASSESS AND TRIM ANY TREES ON SITE THAT OBSCURE EXISTING OR PROPOSED SIGNAGE. 6. IN THE EVENT STRIPING OR SIGNAGE IN THE PLANS DO NOT MATCH ONSITE CONDITIONS OR DIRECTION IS UNCLEAR, CONTRACTORSHOULD NOTIFY THE ENGINEER FOR PROPER DIRECTION VIA THE RFI (REQUEST FOR INFORMATION) PROCESS. PHONE: (479) 488-1151CONTACT: LAURIE LAMMEY SITE SITE POR T E R S N E C K R O A D C000COVER SHEET Sheet List Table Sheet Number Sheet Title C000 COVER SHEET C010 OVERALL SITE PLANC020ALTA/NSPS LAND TITLE SURVEY C100 SWPPP PLAN C110 SWPPP DETAILS 1 C150 DEMOLITION PLANC200 SITE DIMENSION PLAN PICKUP STRIPING AND SIGNAGE PLAN STOP SIGNS AND MARKINGS PLANC500 DEMOLITION AND SITE CONSTRUCTION PLANC550 C600 SITE CONSTRUCTION DETAIL SHEET 1 C720 SECP AND STOP SIGNS AND MARKINGS DETAIL SHEET 1C730 SPECIFICATIONS SHEET 1 SPECIFICATIONS SHEET 2 C700 C030 ALTA/NSPS LAND TITLE SURVEY SECP AND STOP SIGNS AND MARKINGS DETAIL SHEET 2 C300 GRADING AND UTILITY PLAN C800 C810 C450 PHOTOMETRIC PLAN C900 LANDSCAPE PLAN STORE # 04065.275BUILDING SF 181,476±FFE = 48.10 GAS GA S GA S GA S GA S GA S GA S GA S X X X X X X X X X X X BUILDINGEXPANSION 7,033± SFFFE = 48.10 BYREVISIONS SEAL20370 0 SCALE: 1"=50' 50'25' PROPOSED PROJECT AREA 1"=50' EXISTING TRUCK ROUTE DRW BL 12/04/25 24000546 C010OVERALL SITE PLAN RELOCATE EXISTINGCART CORRAL STORE # 04065.275BUILDING SF 181,476±FFE = 48.10 MARKET STREETUS HIGHWAY 17 X X X X X X X X X X X HA Y S L A N E HA Y S L A N E BUILDINGEXPANSION 7,033± SFFFE = 48.10 24.6'±24.4'± J L P R S Z P JZ P P P P P P P P P P P LR LR LR LR LR LR LR LR LR LR LR LR S S S S S S S S S S S S TP TP TT T T T TTTTTTT T P P P P P P oD mZ m Z mZ 34.8'34.9' P P 14.9' P P P PP LRP JZ CB LRPP mZ an T S WD LRP TP S s s qP E PN5' LRP q P TPS r J K JK qsP BC iP qsP kC k C iP kC BC MtP pbP L RPb pP q P Pr Pr P s P s k C bpP an L RP qsP BCa RLP bpP 20.5' LR BYREVISIONS SEAL20370 0 1"=50' 50'25' REFER TO SHEET SECP-1 FORADDITIONAL IMPROVEMENTSALONG BFR SCALE: 1" = 50' DRW BL 12/04/25 24000546 OPD (ONLINE PICKUP AND DELIVERY)ASSOCIATES DISPENSE DOOR GARDEN CENTERENTRANCE EXISTING PEDESTRIAN CROSSING SIGN TO BE REMOVED. EXISTING STOP SIGN TO BE REMOVED. EXISTING SIGN POST TO BE REMOVED. EXISTING SIGN POST AND BASE TO REMAIN. EXISTING CROSSWALK STRIPING TO BE REMOVED. EXISTING YIELD PAVEMENT MARKING TO BE REMOVED. EXISTING CENTERLINE STRIPING TO REMAIN / BE REFRESHED. NEW "STOP HERE FOR PEDESTRIANS" SIGN. NEW 30"X30" STOP SIGN. NEW SIGN MOUNTING AND BASE WITH BOLLARD. NEW "STOP" AND/OR "ONLY" TEXT AND/OR STOP BAR WITH OR WITHOUT 4" WIDE DOUBLE SOLIDYELLOW STRIPE. NEW 4" WIDE PAINTED YELLOW STRIPES AT 45° @ 2'-0" O.C. NEW CROSSWALK MARKINGS - 6" WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OF TRAFFICAT 2'-0" O.C. AND (1)-8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS NOTED OTHERWISE.SEE SITE PLAN FOR DIMENSIONS. ENTIRE CROSSWALK SHALL BE RE-STRIPED. LIMITS OF SEAL COAT. APPLY SEAL COAT OVER WHERE STRIPING AND PAVEMENT MARKINGS WEREREMOVED. NEW 4" WIDE PAINTED YELLOW STRIPES - 6' LONG WITH 18' GAPS. EXISTING STOP BAR, STOP TEXT PAVEMENT MARKINGS, & DOUBLE YELLOW STRIPES TO BE REMOVED. NEW OPEN ARROW PAVEMENT MARKINGS. EXISTING ARROW PAVEMENT MARKINGS TO BE REMOVED. EXISTING FIRE LANE STRIPING TO REMAIN / BE REFRESHED. NEW 4" WIDE DOUBLE SOLID YELLOW STRIPE. EXISTING STOP SIGN TO REMAIN. EXISTING STOP SIGN TO BE RAISED TO MATCH CURRENT DETAILS/GUIDELINES. EXISTING BOLLARD AND SIGN POST TO BE REPAINTED. NEW SIGN MOUNTING AND BASE WITH BREAK AWAY POST. SITE AND DEMOLITION KEYNOTES A B C D E F G H J L M K N P Q R S T U V W X Y Z Z&ZEd/>^,d NEW 36" x 36" STOP SIGN WITH DOUBLE SIGN MOUNTING, BREAK AWAY POSTS, AND BASES. NEW SOLID ARROW PAVEMENT MARKINGS. NEW TRAFFIC FROM LEFT DOES NOT STOP PLAQUE. NEW CROSS TRAFFIC DOES NOT STOP PLAQUE. NEW PAVEMENT MARKINGS, "STOP" TEXT AND/OR "ONLY" TEXT EXISTING STOP BAR TO REMAIN/ BE REFRESHED. EXISTING LANE STRIPING TO REMAIN/ BE REFRESHED. EXISTING CROSSWALK MARKINGS TO REMAIN / BE REFRESHED. EXISTING PICKUP PAVEMENT MARKINGS TO BE REMOVED. EXISTING DIRECTIONAL PICKUP SIGN TO BE REMOVED. NEW DIRECTIONAL PICKUP SIGN. SEE PICKUP STRIPING AND SIGNAGE PLAN. TRIM TREES TO PROVIDE UNOBSTRUCTED VIEW OF EXISTING AND PROPOSED SIGNS. EXISTING DIRECTIONAL PICKUP SIGN TO REMAIN. EXISTING SOLID ARROW PAVEMENT MARKING TO BE REMOVED. EXISTING LANE LINE STRIPING TO BE REMOVED. NEW 4" WIDE WHITE LANE LINE STRIPE. NEW 4" DOUBLE YELLOW STRIPE. EXISTING PAVEMENT MARKINGS TO BE REMOVED. a b d e f g h i k m n c GROCERYVESTIBULEGM VESTIBULE ALL SIGNS TO BE MOUNTED AMINIMUM DISTANCE OF 4' FROMFACE OF CURB (TYP.) TRIM LANDSCAPING FOR SIGNVISIBILITY IF NEEDED. REFER TO SHEET SECP-2FOR ADDITIONALINFORMATION ON THEOPD AREA C500STOP SIGNS AND MARKINGS PLAN SITE ANALYSIS TABLE (EXISTING STORE) TOTAL BUILDING AREA EXISTING SOLUTION 1 181,476± S.F. 188,527± S.F. REQUIRED PARKING (CITY OF WILMINGTON)454 SPACES 472 SPACES REQUIRED PARKING RATIO (CITY OF WILMINGTON)2.5/1,000 S.F. 2.5/1,000 S.F. CUSTOMER AND ASSOCIATE PARKING 710 SPACES 686 SPACES ACCESSIBLE PARKING 25 SPACES 25 SPACES EV PARKING 0 SPACES 0 SPACES PICKUP PARKING 18 SPACES 45 SPACES PARKING SPACES OCCUPIED BY CART CORRALS(NOT INCLUDED IN PARKING COUNTS BELOW)38 SPACES 38 SPACES TOTAL PARKING EXCLUDING PICKUP STALLS 735 SPACES 711 SPACES PARKING RATIO EXCLUDING PICKUP STALLS 4.1/1,000 S.F. 3.8/1,000 S.F. TOTAL PARKING INCLUDING PICKUP STALLS 753 SPACES 756 SPACES PARKING RATIO INCLUDING PICKUP STALLS 4.1/1,000 S.F. 4.0/1,000 S.F. PARKING INFORMATION NOTES:1. TOTAL BUILDING AREA IS AS PER DEREK JEBSON, BENCHMARK, DATED 10/29/25.2. ECR/CC&R REQUIRE 7.0 PARKING RATIO PER SCOTT BRANCH 07/23/25. o p q r s t MEMORANDUM To: New Hanover County Technical Review Committee Date: December 29, 2025 Subject: Porters Neck Walmart Expansion NCDOT Projects: • U-4902D US 17 BUS (Market Street) – access management improvements from SR 1403 (Middle Sound Loop Road) to SR 2290 (Mendenhall Drive). This project is in direct/close proximity to the proposed site location and is currently under construction. The project is estimated to be approximately 85% complete as of November 2025 with an estimated date of completion as December 30, 2025. Is in close proximity to this site. WMPO 2050 MTP Projects: • U-4902D – Is also in the 2050 MTP. New Hanover County Projects: • N/A TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required for the proposed addition. Land Use (ITE Code) Intensity Unit 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips Free-Standing Discount Superstore (813) addition 7,033 SF 355 13 30