HomeMy WebLinkAbout3.4.2026 - TRC Agenda Packet
TECHNICAL REVIEW COMMITTEE AGENDA
March 4, 2026
New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, March 4,
2026 at 2:00 p.m. to discuss the below item.
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 March 4, 2026 TRC meeting by calling 336-218-2051 and
entering conference ID: 485 731 104#
Agenda Items
Item 1: 2830 US HWY 421 N – Warehouse – SITECN-26-000009
Request by Daniel Schor, Applicant, on behalf of Tree Line Companies, for a 50,000 sq ft
building.
The site is located at 2830 US HWY 421 N and is zoned I-2.
The Landscape Architect is Benjamin Simpson with Benesch.
The case planner is Zachary Dickerson (zdickerson@nhcgov.com)
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To: Daniel Schor, Vice President (Daniel.schor@treelinecompanies.com)
From: Zach Dickerson, Senior Planner
Date: March 4, 2026, Technical Review Committee (TRC)
PID#: R04000-003-020-000
Egov# SITECN-26-000009
Subject: 2830 US Hwy 421 – The Yard Lot 4 - 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.
The following comments have been received for the March 4, 2026, TRC meeting. Additional
comments may be made upon further review of subsequent revisions.
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Planning, Zach Dickerson 910-798-7450
Compliance with local UDO requirements
1. General Comments
a. The zoning district is I-2, Heavy Industrial.
b. Thanks for showing the 50’ front building setback on this site. I’ve sent back comments
about the recombination plat in a separate email thread with you.
c. As stated in the application the intended use is Warehouse. The Unified Development
Ordinance (UDO) defines the use as
i. The storing of goods, wares, and merchandise within an enclosed building,
whether for the owners or others. There is little on-site sales activity with the
customer present. Uses include: cold storage facilities (including frozen food
lockers); distribution warehouses (used primarily for temporary storage
pending distribution in response to customer orders); storage warehouses
(used for storage by retail stores such as furniture and appliance stores);
warehouse storerooms; or similar uses.
ii. When we met a few weeks ago, there was discussion about this building being
used to support something with youth soccer, something to the tune of an
indoor recreation facility. Is that not the case anymore? There is a 100’x100’
turf field shown on the site plan. Both indoor and outdoor recreation
establishments are permitted by-right in the I-2 districts, but the site plan and
application should be clear about what’s going out here.
iii. The site data table on sheet C201 also lists offices as a use- please be specific
about what’s going on out here.
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. It does appear that there are Electric and Gas easements on the site but the
construction is outside them. Please confirm.
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2. UDO Section 5.1, Parking and Loading
a. The parking notes state a total of 45,000 sq ft of warehousing use, and 5,000 sq ft of
office use.
i. Warehousing requires 1 parking space per 1,000 sq ft. 45,000 sq ft of
warehouse would require 45 parking spaces.
ii. Offices for Private Business and professional activities requires 2.5 parking
spaces per 1,000 sq ft. 5,000 sq ft of office use would require 13 parking
spaces.
iii. If there is an indoor/outdoor recreation use planned on this site, that would
require parking as well. That is calculated at 4 parking spaces per 1,000 sq ft
of activity area. The 10,000 sq ft outdoor turf area would require 40 more
parking spaces.
b. It appears that the parking spaces on the site are 90° parking spaces. Per UDO Table
5.1.4.B, 90° parking spaces are required to be 9’ in width and 18’ in length. Right now
they are showing at 8’ in width, so this will need to be revised.
c. Sites providing more than 25 parking spaces are required to provide conduit for
Electric Vehicle (EV) Charging Stations.
i. This is calculated at 25% of the total parking spaces required for the site,
capped at a total of 15 spaces.
ii. Note that you don’t need to build charging stations, just run conduit to the
spaces.
iii. Please refer to UDO Section 5.1.2.D for further information on EV Parking
Requirements.
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.
b. I noted the “future road” shown on the site plan. Is that planned to be carved out as a
new Right-of-way?”
c. Per the WMPO’s comments, this site will generate 30 AM and 32 PM peak hour trips.
However, this is just based on warehousing use per the application. It looks like there
may be other uses going on this site, which could affect the traffic counts.
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4. UDO Section 5.3, Tree Retention
a. It’s staff’s understanding that there are no trees on the site planned for removal.
Please confirm.
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. Street yard landscaping provided is sufficient per calculations and per landscaping
plan. Thanks!
b. Parking Lot Interior Landscaping looks good.
a. Parking lot perimeter landscaping is only required where a parking lot abuts
another parking lot or land in a residential district. That situation does not
apply here, thus it is not required, but you can certainly keep what you have
planned on the site.
b. These trees may be used toward the 15 trees planted or retained per acre
disturbed requirement, so you may want to keep at least some of them.
c. Foundation plantings look good.
d. Transitional landscape buffers are not required as the site is surrounded by other I-2
zoned parcels.
e. Overall, the landscaping plan looks good, thanks!
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 signs planned for Lot 4 that will be on lot 4? Or will they be out on Hwy 421?
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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 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. Per New Hanover County GIS, there appears to be an area of Brackish Marsh on the
site. This is noted in the below screenshot:
Brackish Marsh
b. While this is not on the portion of the site being developed, it is still on the parcel and
needs to be accounted for.
c. Field verification will be required for this Conservation Resource.
d. 100% of Brackish Marsh Conservation Resource is required to be conserved on the
site. This can be done in a number of ways- please refer to UDO Section 5.7.3.E,
Methods of Conservation Space Preservation, for further information.
e. There are also Dorovan Soils (Class IV) on the site which appear to line up pretty closely
with the Brackish Marsh.
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f. It’s probably best if we have a conversation about this at TRC. I’ll bring it up during the
meeting so we can all talk about it.
9. UDO Article 9, Flood Damage Prevention
a. Portions of this site are in the AE floodplain, but none of the buildings planned are in
the floodplain.
b. FRIS Panel is 3119, Base flood elevation of 9 feet.
NHC Fire Services, Ray Griswold 910-798-7448
Compliance with NC Fire Code
1. Fire finals required.
2. No more C. O. 's will be issued until, the fire lines are hydro tested and flushed. Demolition is
under way of some of the old buildings and have the Demo. Permits in place. The proposed
new road system we will be monitoring, as they have not built at this time, but does give Fire
Services good access.
NHC Engineering, Galen Jamison 910-798-7072
Stormwater management and land disturbance
1. Please submit for permit revisions to County stormwater permit STMW-23-0018 and land
disturbance permit LNDP-23-00035. 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) using the
referenced permit numbers.
2. Please contact the State for their stormwater permit requirements.
NHC Environmental Health, Dustin Fenske 910-798-6732
Septic tanks and wells
1. Site plan reflects connection to public water and sewer. Any sewer or stormwater
improvements must meet setbacks to surrounding properties’ wells or septic systems.
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NHC Addressing, McCabe Watson 910-798-7068
Street naming and property address
1. Building two will need to be assigned an address. Please contact me for an address
assignment following TRC approval.
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 and sewer available.
4. Work is being done behind the CFPUA Master Meter on the private side.
5. CFPUA final inspection will be required if tying into private water and sewer.
6. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains).
7. 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.
8. 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. Comments attached.
WMPO, Luke Hutson 910-343-3915
New Hanover County contracted traffic engineering services comments:
1. Comments attached.
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Army Corps of Engineers, Brad Shaver 910-251-4611
Information or Requirements if wetlands are impacted
1. No comment from the Corps. The work seems to be within previously disturbed areas.
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
New Hanover County Soil and Water Conservation
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: February 19, 2026 TO: New Hanover County Technical Review Committee
SUBJECT: The Yard – 2830 US Highway 421 North ________________________________________________________________________
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.
• 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:
Driveway Permit:
• The driveways were not constructed per the approved NCDOT driveway permit
D033-065-23-00024.
Site Access 1 (Southern Entrance):
• The current proposed design for the southern access will not meet our current
requirements.
• The driveway needs to be clearly defined and provide adequate stem protection.
Site Access 2 (Northern Entrance):
• The northern entrance needs to be designed as a right in/out only and constructed
to meet these requirements.
NCDOT Standard Drawings:
• Include/update the NCDOT Standard Drawings (2024) that are applicable to the
development.
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.”
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
• 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.
Gated Entrances:
• Show and label any proposed gates with distances to the right of way line.
Driveway Radius:
• Label the radii for the proposed driveway/driveways.
• Make sure to accommodate the largest proposed vehicle.
• Provide auto turn templates for the largest proposed vehicles.
Internal Stem Protection:
• Label the internal protection stem length for the proposed driveway connection.
o Measured from the right-of-way line.
• The stem length appears to be inadequate.
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
|
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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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.
|
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
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725.500702.00
01.30.26
TRC SubmittalNot for Construction
BUILDING30,000 SF(150'x200')
EXBUILDING
MARS VACANT IMS FBM
LAYDOWN/STORAGE AREA
LOT 1 LOT 4
LOT 3
LOT 2
EXISTING POND
LOT 1
LOT 1
LOT 5
LOT 4
PARKING
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EX PVMT
STA SA
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BUILDING30,000 SF(150'x200')
ZONE 'AE'(1% ANNUAL CHANCE FLOODHAZARD AREA)
ZONE 'X'(.2% ANNUAL FLOOD)
50'
G
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E
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65' GAS EASEMENT
PROPERTY LINE
Site Plan -
Overall
100 0 50 100 200
SCALE: 1"=100'
NORTH
SEE SHEET C201
OPEN TURFFIELD
(100'X100')
CODE QTY BOTANICAL / COMMON NAME ROOT CAL.REMARKS SIZE
TREESBN 19 Betula nigra / River Birch Multi-Trunk B & B2"Cal Full Matched Specimen
QA 19 Quercus alba / White Oak B & B2" Cal. Min. Full, Matched,Straight 8" HT. Min.
FLOWERING TREESLI6Lagerstroemia indica / Crape Myrtle B & B2" Cal. Min.8" HT. Min.
CODE QTY BOTANICAL / COMMON NAME CONT REMARKS HEIGHT SPREAD
SHRUBSIG51 Ilex glabra / Inkberry Holly Container 15-18" HT. 4.5` O.C.MF 30 Myrica cerifera 'Nana' / Dwarf Southern Wax Myrtle Container15-18" HT. 4` O.C.
CODE QTY BOTANICAL / COMMON NAME CONT FIELD2 FIELD3
SHRUB AREASJC92Juniperus conferta / Shore Juniper 1 gal 48" O.C.
PLANT SCHEDULE
LI
6
QA
5
BN
3 JC
27
JC
24
JC
24
JC
17
BN
2
IG
10
IG
30
MF
15
IG
11
MF
5
MF
10
BN
7
QA
7
BN
7
QA
7
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Sheet Title:
Sheet No:
Revisions:
Date:
Project no:
Seals:
Corp. NC license: F-1320
1725.500702.00
01.30.26
TRC SubmittalNot for Construction
30 0 15 30 60SCALE: 1"=30'
AREA OF EXEMPTIONFOR 5.4.6.D
NORTH
Know what's
R
Landscape Plan
Lot 1 Frontage
LANDSCAPE ZONING INFORMATION - LOT #1
LOCATION: WILMINGTON, NC
ZONE: HEAVY INDUSTRIAL (I-2)
USE: WAREHOUSE (PERMITTED USE)
Overall Plan
Scale: 1" = 100'
VICINITY MAPNOT TO SCALE
SITE
421
CAPE FEAR RIVER
Landscape Plan Enlargement
Scale: 1" = 30'
SEE ENLARGEMENT THIS PAGE
STREET YARD
30' STREETYARD
EXISTING DRIVEWAY
EXISTING DRIVEWAY
EXISTING DRIVEWAY
EXISTING DRIVEWAY ITEM #ITEM REQUIREMENTS PROPOSED
1 SECTION 5.4.6.B.STREET YARDSTANDARDS AREA
25 SF. FOR EVERY LINEAR FOOT OF STREETYARD FRONTAGE (MIN. 12.5 FT., MAX 37.5 FT.) 1 XTREE AND 6 SHRUBS PER 600 SF
TOTAL STREET YARD FRONTAGE - 584 LF (1222 LF -100 LF DRIVEWAY REDUCTION AND 538 LF OFRAILWAY ROW CONSTRAINTS AND UTILITYCONFLICTS)REQUIRED TREES: 25PROPOSED TREES: 25 (23 CANOPY,6 UNDERSTORY)REQUIRED SHRUBS: 146PROPOSED SHRUBS: 173
PLANT BED EDGING,TYP.
NOTES
1. ALL SUBSTITUTIONS MUST BE RECEIVE APPROVAL FROM THE LANDSCAPE ARCHITECT PRIOR TO DELIVERY TO SITE
2. PROVIDE AND INSTALL ALL PLANTS SHOWN ON THE PLANTING PLAN DRAWINGS; THE QUANTITIES IN THE PLANT LIST ARE PROVIDED FOR THE CONTRACTOR'S
CONVENIENCE ONLY. IF DISCREPANCIES OCCURS, THE LARGER QUANTITY SHALL APPLY.
3. IF THERE IS A DISCREPANCY BETWEEN BOTANICAL AND COMMON NAME, BOTANICAL NAME PREVAILS.
4. ALL STREET PLANTINGS SHALL BE A MIN. OF 2" CALIPER AND DISPLAY A SINGLE STRAIGHT TRUNK TO 7 FT. OF WHICH 6 FT. SHALL BE FREE OF BRANCHING
(ANSI Z60.1-2014)
5. THERE SHALL BE NO EXCESS SOIL OF MULCH ON TOP OF ROOT BALL SO AS TO EXPOSE BASAL ROOT FLARE.
6. ALL GRASSED AREAS SHALL BE PREPARED WITH 4 IN. MINIMUM TOPSOIL TO ENSURE ADEQUATE GRASS ROOTING STRUCTURE
7. ALL STREET TREE PLANTING SHALL BE FREE OF DAMAGE AND DEFECTS.
8. ALL SHALL BE LOCALLY ADAPTED TO THE AREA AND MEET THE SPECIFICATIONS FOR THE MEASUREMENT, QUALITY, AND INSTALLATION OF TREES AND
SHRUBS IN ACCORDANCE WITH "AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-2014)."
12QS
LEGEND
PLANT BED EDGING,TYP.
EXISTING 50' RAILWAYRIGHT-OF-WAY
APPROXIMATE LOCATION OF UTILITYPOLE, UNDERSTORY TREES USEDTO SATISFY STREET YARDREQUIREMENT
NOTE:1.VERIFY UTILITY LOCATIONS PRIOR
TO INSTALL AND ADJUST ASNEEDED TO AVOID UTILITYCONFLICTS.
2. KEEP LANDSCAPE MATERIALMATERIAL OUT OF RAILWAY ROW
3. SEE SHEET L101 FOR ADDITIONALLANDSCAPE NOTES AND DETAILS
2 SECTION 5.4.6.DSTREET YARDSTANDARDS
FOR PROPERTIES WITH FRONTAGE ON HWY 421 BETWEEN THEISABEL HOMES BRIDGE TO THESOUTH AND THE PENDER COUNTY LINE TO THE NORTH, INADDITION TO THE LANDSCAPING REQUIRED BY SUBSECTION CABOVE, THE PROPERTY OWNER SHALL PROVIDE, WITHIN THEFIRST 10 FEET OF LAND ADJACENT TO AND PARALLEL TO THERIGHT-OF-WAY, ONE DECIDUOUS OR EVERGREEN TREE NATIVETO THE HWY 421 AREA, AS INCLUDED IN THE NEW HANOVERCOUNTY TREE AND LANDSCAPING MANUAL, A MINIMUM OF TWOINCHES CALIPER IN SIZE AT TIME OF PLANTING, PLANTED ALONGEVERY 40 FEET OF ROAD FRONTAGE ON AVERAGE. PLANTINGSMAY BE MOVED OUTSIDE THIS AREA IF IT IS DETERMINED THATOVERHEAD POWER LINES OR OTHER SITE FEATURES WOULDINTERFERE WITH THE TREES’ NATURAL GROWTH.
TOTAL STREET YARD FRONTAGE - 584 LF (1222 LF -100 LF DRIVEWAY REDUCTION AND 538 LF OFRAILWAY ROW CONSTRAINTS AND UTILITYCONFLICTS)REQUIRED TREES: 15*PROPOSED TREES: 15
PROPERTY LINE
AREA OF EXEMPTIONFOR 5.4.6.D
PENDING COUNTY APPROVAL OF FRONTAGE EXEMPTION
15 TREES TO BE USED FORSECTION 5.4.6.D STREET YARDREQUIREMENTS
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J.ERIC BOYETTE
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
JuO\, 2023
Daniel Schor, Owner
The Yard Industrial Park
200 Garden City Plaza Suite 325
Garden City NY, 11530
Subject: Permit D-033-065-23-00024 for the driveway access for The Yard Industrial Park on US 421 in
New Hanover County.
Dear Sir:
Your request for the subject development access has been approved per the attached plans dated April 6,
2023(sealed by Andrew R. Mueller with BL Companies) and is subject to the following conditions and the
attached Driveway Permits Standard Conditions.
x This approval is for a driveway connection for the proposed Industrial site at 2830 US 421 Hwy.
x An as built survey must be submitted to NCDOT prior to the release of the bond.
x No obstructions shall be allowed in the location of the future right of way (10 ft X 70 ft) sight
triangles.
x No vehicles shall be parked within the NCDOT right of way at any time.
x This permit does not provide approval for any construction outside of NCDOT right-of-way. Any
construction planned or proposed outside NCDOT right-of-way shall require the developer to
obtain concurrence and/or right-of-way from subject property owner and/or local government.
x This driveway is considered a commercial type of driveway and so, shall be maintained by the
property owner/developer/HOA/POA in accordance with NCDOT policy.
x Any additional future proposed development and/or redevelopment of this parcel/property shall require
a revised driveway permit with NCDOT. Interconnectivity between adjoining properties is
recommended by NCDOT.
x See Detail 852.01 attached to the approval package. The Monolithic Island for this area will need to be
keyed due to the high volume of truck traffic on US HWY 42.
x A $53,444.60 Cashier’s Check has been posted as the bond from TL Asset Management Corp. with the
North Carolina Department of Transportation and is hereby obligated to cover roadway improvements
under this driveway permit.
x The bond will be held for a minimum of one year from the initial inspection and acceptance date of the
roadway work within the NCDOT right-of-way.
x The terms and conditions of this permit shall be incorporated into any lease or sales agreement and all
lots (outparcels), including all remaining undeveloped tracts within the subject development, shall be
served internally.
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x The developer is responsible for obtaining any and all permits and approvals necessary for the
development of this project prior to commencement of any construction activities within the NCDOT
right-of-way.
x This driveway permit does not include any utility connections or approvals within the Right-of-Way.
Such approvals are handled through a separate Encroachment Agreement.
x All improvements, i.e., roadway pavement widening, traffic control, pavement markings, etc., shall be
constructed in accordance with the 2018 NCDOT Standard Specifications for Roads and Structures
and the 2018 NCDOT Roadway Standard Drawings.
x Time Restriction – Peak Hours Restricted: No lane closures shall be allowed from 6:00am to
9:00am and from 4:00pm to 7:00pm and NO weekend lane closures. (HOURS SUBJECT TO
CHANGE DUE TO TRAFFIC CONDITIONS – NIGHTTIME OPERATIONS WILL BE
REQUIRED WHEN WARRANTED.
x No lane closures shall be allowed on State holidays and local events.
x NC 811 services DOES NOT provide locates of traffic signal cables. If the work is located within ½
mile of a signalized intersection, the Encroaching Party shall contact NCDOT Traffic Services at (910)
341-2200 no less than one week prior to beginning work, for the location of all traffic signal and
detection cables. Location is required prior to excavation. Cost to replace or repair NCDOT signs,
signals or associated equipment shall be the responsibility of the Encroaching Party
x Upon completion of construction, a certification memo that has been signed and sealed as appropriate
under G.S. 89C-16 by a North Carolina Professional Engineer or Professional Land Surveyor, shall be
submitted to the District Engineer prior to opening the access connection for public use. Supporting
documents shall be attached certifying that improvements meet the approved plan and NCDOT
standards. All documentation must be dated and initialed by contractor. Verification will include QMS
forms (QMS-MV1 and QMS-MV2), inspection reports, testing reports, or any supporting
documentation and calculations. Verification will cover, but is not limited to: sub-grade, pavement
structure, drainage, and traffic control items.
x For pre-construction meeting, the permitted party or their contractor shall provide three (3) business
days advance notice prior to construction activity within the NCDOT Right of Way, contact Joe
Chance at ext-jdchance@ncdot.gov or the district office at (910)398-9100 to set up this Pre-
Construction meeting.
Sincerely,
Frank Mike Jr., Assistant District Engineer
For Benjamin T. Hughes, P.E. District Engineer
BTH/fwm/jdc
ec: Kathy Stephens, New Hanover County Maintenance Engineer, NCDOT
Stonewall Mathis, P.E., Deputy Division Traffic Engineer, NCDOT
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OVERALLSITE PLAN
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2023 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C
3420 Toringdon Way
(704) 565-7070Charlotte, NC 28277Suite 210
Designed
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Project No.
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3420 Toringdon Way
(704) 565-7070Charlotte, NC 28277Suite 210
Designed
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Seeattached Detail page at the end of this permit package for how to installIsland per NCDOT
standards.. Original
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MEMORANDUM
To: New Hanover County Technical Review Committee
Date: February 17, 2026
Subject: 2830 US HWY 421 N – The Yard
NCDOT Projects:
• N/A
WMPO 2050 MTP Projects:
• N/A
New Hanover County Projects:
• N/A
TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required.
Land Use (ITE Code) Intensity Unit 24 Hour
Volumes
AM Peak
Hour Trips
PM Peak
Hour Trips
Warehouse (150) 50,000 SF 117 30 32