HomeMy WebLinkAboutComplete TRC Comments
8035 Market Street – Walmart Expansion- TRC Review
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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
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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
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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
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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.
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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
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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
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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
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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 #___________________
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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
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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)
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□□ □□ □ □
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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
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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.
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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
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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
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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
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BUILDINGEXPANSION 7,033± SFFFE = 48.10
BYREVISIONS
SEAL20370
0
SCALE: 1"=50'
50'25'
PROPOSED PROJECT AREA
1"=50'
EXISTING TRUCK ROUTE
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12/04/25
24000546
C010OVERALL SITE PLAN
RELOCATE EXISTINGCART CORRAL
STORE # 04065.275BUILDING SF 181,476±FFE = 48.10
MARKET STREETUS HIGHWAY 17
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BUILDINGEXPANSION 7,033± SFFFE = 48.10
24.6'±24.4'±
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34.8'34.9'
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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
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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.
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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.
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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