HomeMy WebLinkAbout3705 US Hwy 421 TRC Comments
Warehouse/Flex Space – 3705 US HWY 421 – TRC Review
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To: Adams Southeastern Construction
From: Amy Doss, Associate Planner
Date: June 18, 2025 TRC
PID#: R03200-001-026-000
Egov# SITECN-25-000081
Subject: 3705 US HWY 421 – Warehouse/Flex Space - TRC Review
The following comments have been received for the June 18, 2025, TRC meeting. Additional comments
may be made upon further review of subsequent revisions.
Please note: following the TRC meeting, a revised site plan addressing each of the below items must be
resubmitted prior to receiving site plan approval.
Planning, Amy Doss 910-798-7571
1. General Comments
a. Zoning I-2, warehouse and flex space allowed.
b. Please log on to COAST and pay INV-00143897.
c. Plans note a Duke easement on this property. Please confirm with Bill Wilder of Duke
Energy (Bill.Wilder@duke-energy.com) to get Duke approval for this site plan before
proceeding with any other permits.
2. UDO Section 5.1, Parking and Loading
a. Use requires 1.5 parking spaces for every 1,000 square feet of building area. Project
proposes 18,000 square feet. Required parking is 18,000 / 1,000 = 18 x 1.5 = 27 required
parking spaces.
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.
Warehouse/Flex Space – 3705 US HWY 421 – TRC Review
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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 provide a landscape plan to comply with UDO Section 5.4.
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. For any signs on the site, please submit for a sign permit, referencing Section 5.6 of the
UDO for standards.
8. UDO Section 5.7, Conservation Resources
a. Per the New Hanover County Conservation Resource Map, there are no Conservation
Resources present on the site.
9. UDO Article 9, Flood Damage Prevention
a. Property is not in the floodplain.
NHC Fire Services, Ray Griswold 910-798-7448
1. Fire Finals required.
2. Portable fire extinguishers per NFPA 10.
3. A Section 510 study would be required.
4. Sprinkler and Fire Alarm permits required.
5. Add a fire hydrant in the rear Loading Area. It could be along the rear access road to Sutton Lake
Road.
6. A fire hydrant shall be within 100 feet of the FDC
7. No High Piled Storage over 12 feet unless it is permitted through this office.
Warehouse/Flex Space – 3705 US HWY 421 – TRC Review
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NHC Soil & Water Conservation, Dru Harrison 910-798-7130
1. Comments attached.
NHC Engineering, Galen Jamison 910-798-7072
1. A land disturbing permit issued by the County is required for this project since the anticipated
limits of disturbance is greater than 1 acre. Please digitally submit the permit application
documentation with requisite review fees for County issued permit directly to
gjamison@nhcgov.com. Application and forms can be found at
https://www.nhcgov.com/249/Sediment-Erosion-Control.
2. A County stormwater 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 however the
application form is not required as the information will be gathered by the COAST portal.
3. Please contact the State for their stormwater permit requirements. A high density permit is
anticipated.
NHC Environmental Health, Dustin Fenske 910-798-6732
1. Site plan proposes use of a septic system. Septic system will need to be sized by appropriate flow
rates according to 15A NCAC 18E. Application to NHC Environmental Health or a Private Option
Permit must be submitted and correspondingly permitted prior to building permit issuance.
Proposed infrastructure does not appear to violate any setbacks to surrounding properties septic
systems.
2. Site plan reflects connection to public water.
NHC Sustainability Manager, Madelyn Wampler 910-798-7175
1. No comments.
NHC Addressing, McCabe Watson 910-798-7068
1. Please contact me for address assignments following TRC approval.
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
Warehouse/Flex Space – 3705 US HWY 421 – TRC Review
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1. CFPUA TRC Comments provided are preliminary comments only.
2. Utility Plan review required by CFPUA.
3. 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.
4. CFPUA water available.
5. The project appears to be connecting behind a master meter. Please confirm.
NCDOT, Nick Drees 910-343-3915
1. Comments attached.
WMPO, Caitlin Cerza 910-473-5130
1. Comments attached.
Army Corps of Engineers, Brad Shaver 910-251-4611
1. The Corps does not have any records on this site. Please reach out to the ACOE if there are
wetlands impact questions.
Project information also provided to the following state agencies and non-development 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
United States
Department of
Agriculture
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
New Hanover
County, North
Carolina
Natural
Resources
Conservation
Service
Map Unit Legend (3705 US Hwy 421)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
La Lakeland sand, 1 to 8 percent
slopes
1.7 18.9%
Le Leon sand 7.5 81.1%
Totals for Area of Interest 9.2 100.0%
Custom Soil Resource Report
Soil Map (3705 US Hwy 421)
37
9
86
5
0
37
9
87
0
0
37
9
87
5
0
37
9
88
0
0
37
9
88
5
0
37
9
89
0
0
37
9
86
0
0
37
9
86
5
0
37
9
87
0
0
37
9
87
5
0
37
9
88
0
0
37
9
88
5
0
37
9
89
0
0
226
060
226
110
226
160
226
210
226
260
226
310
226
360
226
410
226
460
226
510
226
060
226
110
226
160
226
210
226
260
226
310
226
360
226
410
226
460
226
510
34° 17' 43'' N
77
°
58
'
34
'
'
W
34° 17' 43'' N
77
°
58
'
15
'
'
W
34° 17' 33'' N
77
°
58
'
34
'
'
W
34° 17' 33'' N
77
°
58
'
15
'
'
W
N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS840 100 200 400 600Feet03060120180Meters
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:15,800.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map measurements.
Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and
area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of
distance or area are required.
This product is generated from the USDA-NRCS certified data as of the version date(s) listed below.
Soil Survey Area: New Hanover County, North Carolina Survey Area Data: Version 26, Sep 9, 2024
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Nov 8, 2022—Dec 1, 2022
The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery
displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident.
TO: New Hanover County Planning Department, New Hanover SWCD, June 4th, 2025
FROM: Dru Harrison, Director
RE:
I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE
COMMENTS: The soils are predominantly Leon sand (Le) and Lakeland sand (La).
According to the booklet, “Wilmington/New Hanover Classification of soils for Septic
Tank Suitability, Lakeland sand is a Class I soil, while Leon is a Class III soil.
The Soil Survey of New Hanover County lists Lakeland as excessively well drained, and
Leon as poorly drained.
Leon soils are on the New Hanover County Hydric Soils Ä list, which means they are
possibly wetland areas and subject to regulation under the Clean Water Act. Lakeland is
on the Hydric Soils “B” list which means there may be areas of wetland included in the
mapping units. An adequate drainage and maintenance plan is needed for suitable
housing.
The U.S. Army Corps of Engineers has federal jurisdiction over 404 Permits and the
NCDEHNR, Dept. of Water Quality, has state jurisdiction over 401 Permits under the
Clean Water Act. Before disturbing possible wetland areas, developers should contact
these agencies to stay in compliance with State and Federal regulations.
STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
JOSH STEIN J.R. “JOEY” HOPKINS
GOVERNOR SECRETARY
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 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
To: New Hanover County Technical Review Committee
Date: June 4, 2025
Subject: Lot 2R – 3705 US Hwy 421
________________________________________________________________________
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 DISTRICT 3 ENGINEER’S OFFICE 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
Required Roadway Improvements:
A right turn lane is required per the conditions of the phase 1 approved driveway permit
(D033-065-23-00083).
Refer to the NCDOT Roadway Design Manual for help with the design of any required
roadway improvements.
Project Coordination:
Coordination will be required due to the overlapping of required roadway improvements
and the shared driveway connection with lot 3R (7-Eleven D033-065-24-00153).
The current driveway will need to be improved to meet the requirements of the approved
TIA associated with 7-Eleven.
Site Plan Comments:
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.”
• 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
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 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
within the right-of-way and sight distance triangles may require additional
approval by the District Engineer.
Label the radii for the driveway proposed driveway/driveways.
• A radius encroachment letter will be required if the radius of the proposed
driveway crosses the adjoining property line.
• Make sure to accommodate the largest proposed vehicle.
• Provide auto turn templates for the largest proposed vehicles.
Label the internal protection stem length for the proposed driveway connection.
• Measured from the right-of-way line.
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
|
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
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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
Roadway Design Manual At Grade INTERSECTIONS
May 2023 Part I General Design Information | 8-22
Figure 8-10 Recommended Treatment for Turn Lanes
Note: Make every attempt possible to use the desirable deceleration length. It can be shortened as needed but shall not be less
than the minimum. Coordinate with NCDOT and get approval on anything less than the desirable deceleration length.
ROYMAC INDUSTRIAL PARK
ROYMAC
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FIRE STATION
421
140
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4
2
1
SITE
MAY 2025
FOR:
1213 CULBRETH DR., SUITE 206
WILMINGTON, NC 28451
NEW HANOVER COUNTY, NORTH CAROLINA
TRC DESIGN DOCUMENTS
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LOT 2R 3705 U.S. HWY 421
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANYCONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSEDEXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENTOF EXCAVATION OR DEMOLITION.
CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUMAPPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED.
CONTACT THESE UTILITIES
NEW HANOVER COUNTY
PLANNINGPH: 910-798-7165
ENGINEERING
PH: 910-798-7139
PIEDMONT NATURAL GAS
ATTN: PAUL GONKAPH: 910-251-2810
EMERGENCY DIAL 911
POLICE - FIRE - RESCUE
CAPE FEAR PUBLIC UTILITY AUTHORITY (WATER & SEWER)
ENGINEERING/INSPECTIONSPH: 910-332-6560
OPERATIONS/MAINTENANCE
PH: 910-322-6550
DUKE ENERGY PROGRESS
DISTRIBUTION CONSTRUCTION SERVICEPH: 910-256-7258DEP CSC PH: 1-800-452-2777
AT&T/BELL SOUTH
ATTN: CHRISSY COSTONPH: 910-341-7664
TIME WARNER CABLEPH: 910-763-4638
SHEET INDEX
MAY 2025
APPROVALS:CONSULTANTS:
LANDSCAPE ARCHITECT:
NEW HANOVER COUNTY, NORTH CAROLINA
ADAMS SOUTHEASTERN CONSTRUCTION1213 CULBRETH DR, SUITE 236
WILMINGTON, NC 28405
PARAMOUNTE ENGINEERING, INC.122 CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403P: (910) 791-6707ATTN: ROB BALLAND, PE (ENGINEERING)
ATTN: ALLISON ENGEBRETSON (LANDSCAPE)
PARAMOUNTE ENGINEERING, INC.122 CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403P: (910) 791-6707ATTN: JOSH TAYLOR, PLS
PROJECT # 25200.PE
APPLICANT:
ENGINEER /
SURVEYOR :
PREPARED BY:
122 Cinema Drive Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846
LOT 2R 3705 U.S. HWY 421
SHEET NUMBER SHEET TITLE
C-0.0 COVER SHEET
SITE PLANC-2.1
OVERALL SITE PLANC-2.0
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
BCC OF EDENTON, LLCPARID: R03200-001-030-000D.B. 5708, PG. 1365M.B. 37, PG. 85
SOUTH ATLANTICSERVICES, INCPARID: R03200-002-001-003D.B. 6076, PG. 617M.B. 61, PG. 20
TURNER COASTALPROPERTIES, LLCPARID: R03200-002-001-006D.B. 6566, PG. 2588
DIROSSE ENTERPRISES, LLCPARID: R03200-001-018-000D.B. 6152, PG. 2948
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1
9
0
.
0
'
S 57
°
1
3
'
2
1
"
W
4
5
3
.
8
8
'
T
O
T
A
L
N 29°31'17" W 951.45' TOTAL
N 57
°
1
4
'
0
1
"
E
8
1
5
.
7
2
'
T
O
T
A
L
S 32°50'21" E 450.00' TOTALS 32°37'12" E 174.73' TOTAL
S 57
°
1
3
'
0
6
"
W
4
1
4
.
9
8
'
S 32°37'00" E 325.00' TOTAL
65.1
0
'
750
.
6
2
'
200.00'250.00'160.42'164.61'
324.01'
0.9
9
'
415
.
0
0
'
65.
0
9
'
388
.
7
9
'
500.73'
211.68'
200.32'
250.40'
N 5
7
°
1
3
'
0
5
"
E
8
0
3
.
4
7
'
64.
9
5
'
738
.
5
2
'
211.56'
S 57
°
2
1
'
4
0
"
W
150
.
0
3
'
3
5
.
0
'
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE
EXISTING BUILDING
EXISTING PAVED PARKING
W
W
W
W
W
W
W
W
W
W
W
WW
L8
C4
S 89°
0
2
'
3
6
"
E
2
0
7
.
1
0
'
L9
N 2
6
°
3
8
'
3
1
"
E
1
7
4
.
7
4
'
N 29°31'17" W 503.10'
EXISTING PAVED PARKING
X X X X X X X X X X X X X X X X X X X X X X X X
TV
TV
LLP 16
OAK 15
OAK 15
LLP 18
LLP 12
OAK 8
LLP 12
LLP 12LLP 12OAK 8
LLP 12
CED 12
LLP 16
MAG 7OAK 8
OAK 8
LLP 12
LLP 15
LLP 12
CHR 4
LLP 12 LLP 12
OAK 8
LLP 12
LLP 12
LLP 12
LLP 12
LLP 16MAG 4
LLP 17
LLP 16OAK 8LLP 12
LLP 14
LLP 14MAG 6
LLP 12
LLP 12LLP 12LLP 12
LLP 12
LLP 16
LLP 16LLP 12
LLP 12LLP 12
LLP 12
LLP 12LLP 15LLP 12
LLP 12
LLP 12
LLP 12LLP 12LLP 14
LLP 12LLP 12LLP 12
LLP 12
LLP 15
LLP 12
LLP 12
LLP 15
LLP 13
LLP 12
LLP 13 LLP 13
LLP 12
LLP 12
OAK 8
LLP 12
LLP 12LLP 12 LLP 14
LLP 12
LLP 12
LLP 12LLP 13
LLP 14LLP 12
LLP 12
LLP 12LLP 14
LLP 12OAK 12
LLP 12
LLP 12
LLP 12OAK 10
LLP 12
LLP 13 LLP 12
LLP 14
LLP 12OAK 6
OAK 6
OAK 8LLP 12
LLP 12 LLP 12
OAK 8LLP 12LLP 12 LLP 12
OAK 8
LLP 12LLP 12
LLP 12LLP 16
LLP 14
LLP 14
DW 6
LLP 14
LLP 14
LLP 12 LLP 16
LLP 14
LLP 16
LLP 14
LLP 18
LLP 12
CED 12
LLP 12LLP 16OAK 4
LLP 12LLP 18
OAK 6
LLP 12LLP 8
LLP 14
LLP 8
LLP 12 OAK 6OAK 6
OAK 12 LLP 8
OAK 8
LLP 8
LLP 12OAK 6
LLP 12
LLP 8
LLP 16
LLP 18
LLP 8LLP 18
LLP 12LLP 8LLP 14
LLP 12 LLP 14
LLP 14LLP 14
LLP 8LLP 14
LLP 8
LLP 10LLP 8LLP 14
LLP 8
LLP 14
LLP 12
LLP 12
LLP 12
LLP 12
LLP 8
LLP 12 LLP 8
LLP 16
LLP 8
LLP 20
LLP 8
LLP 12LLP 12
LLP 8
LLP 14LLP 12LLP 12
LLP 12LLP 16
LLP 12
LLP 12
LLP 12
LLP 14OAK 6LLP 12
LLP 12OAK 8
LLP 16
LP 24
LLP 12
LLP 12
LLP 8
LLP 8 LLP 8
LLP 12
LLP 12LLP 12LLP 12
LLP 16
OAK 8
OAK 10
LO 10
OAK 8
LLP 8
LLP 16LLP 8
LLP 12
LLP 8LLP 8
OAK 6CED 10
LLP 8
LLP 12
LLP 8LLP 16
LLP 12
LLP 14
LLP 12
LLP 8
LLP 16
LLP 8LLP 8LLP 12LLP 8
LLP 8 LLP 8LLP 8LLP 8LLP 8LLP 8LLP 16
LLP 16
LLP 12LLP 12
LLP 12
LLP 14
LLP 18
LLP 14
LLP 18 LLP 18LLP 12
LLP 18
LLP 16 LLP 12
OAK 6LLP 12
OAK 6OAK 6LLP 8LLP 12LLP 12
LLP 12
LLP 18LLP 18
LLP 12
LLP 12
LLP 12
LLP 12
LLP 14LLP 8
LLP 14
LLP 14
LLP 8
LLP 12
LLP 8
LLP 8
LLP 16LLP 16
LLP 12
LLP 12
LLP 16LLP 8
LLP 14
LLP 18
LLP 8
LLP 8
LLP 16
LLP 16
LLP 16
LLP 12
LLP 14
LLP 14
LLP 8
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
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F F FWWWW
F F F FWWWW
SSSSSSSSSSSSSSSSSS
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
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WF
RE
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A
12 1113
13 12
11
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11 11
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ST
50' BUILDING SETBACK
25' STREETYARD
REPAI
R
A
R
E
A
ST
SS
SS
SS SS SS SS SS SS SS SS SS SS
W
W
W
W
W
W
W
W W
W
F
F
F
F
F
F
F F
F
50' SETBACK
SU
T
T
O
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L
A
K
E
R
O
A
D
60'
P
U
B
L
I
C
R
/
W
FR
E
DR
ROYMAC INDUSTRIAL PARK
ROYMAC
D
R
SUTTON
L
A
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E
R
D
FRE
D
R
I
C
K
S
O
N
R
D
SUTTON
L
A
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D
FIRE STATION
421
140
US
H
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W
A
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4
2
1
LINE BEARING DISTANCEL8 N 32°47'19" W 26.73'L9 N 32°47'17" W 93.72'L10 N 57°12'41" E 57.68'L11 S 47°59'40" W 45.29'L12 S 57°12'41" W 219.44'L13 S 47°59'40" W 45.29'L14 S 57°12'41" W 279.27'L15 N 89°02'36" W 207.10'L16 N 00°57'24" E 50.00'L17 S 89°02'36" E 207.10'L18 N 57°12'41" E 34.83'L19 N 57°14'01" E 50.00'L20 N 57°12'41" E 194.44'L21 N 47°59'40" E 45.29'L22 S 32°37'12" E 50.00'
CURVE RADIUS ARC LENGTH DELTA CHORD LENGTH CHORD BEARINGC4 182.66' 109.63' 34°23'17" 107.99' S 73°45'15" WC5 317.50' 48.25' 8°42'24" 48.20' S 52°20'52" WC6 282.50' 45.44' 9°13'00" 45.39' S 52°36'11" WC7 292.50' 44.15' 8°38'55" 44.11' S 52°19'08" WC8 307.50' 49.47' 9°13'00" 49.41' S 52°36'11" WC9 207.50' 122.21' 33°44'44" 120.45' S 74°05'03" WC10 157.50' 92.76' 33°44'44" 91.43' N 74°05'03" EC11 257.50' 41.42' 9°13'00" 41.38' N 52°36'11" EC12 342.50' 52.34' 8°45'22" 52.29' N 52°22'21" E
GRAPHIC SCALE
(SCALE: 1"=1000')
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59
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VICINITY MAP
GRAPHIC SCALE
SCALE: 1"= 60'
GRAPHIC SCALE0 30 60 120 240
SITE DATA TABULATION
PROJECT ADDRESS: 3705 US-421
WILMINGTON, NC 28401
PARCEL ID: R03200-001-026-000
PROPERTY OWNER: OLD MBC OFFICE, LLC
1404 COMMONWEALTH DRIVE SUITE 250WILMINGTON, NC 28403
CURRENT ZONING: I-2 (HEAVY INDUSTRIAL)
TOTAL SITE AREA: ±5.47 AC OR 238,167 SF
PROPOSED USE: WAREHOUSING / FLEX SPACE
FLOOD INFORMATION: THIS SITE IS NOT LOCATED IN A SPECIAL FLOOD
HAZARD AREA AS DETERMINED BY FEMA FLOOD
PANELS 3720311900K AND 3720310900L, DATEDAUGUST 28, 2018
NA
D
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LOT 1RR03200-001-011-000±4.65 ACRES
LOT 3RR03200-001-012-000±5.16 ACRES
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NORTH CAROLINAPROFESSION
ENGINEERSEAL
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0 3 1 5 9 1
R
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25200.PE
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NORTH CAROLINAPROFESSION
ENGINEER
SEAL
AL
0 3 1 5 9 1
R
OBERT P. BALLAND
25200.PE
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VICINITY MAP
SCALE: 1"= 30'
GRAPHIC SCALE0 15 30 60 120
NA
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UTILITY INFORMATIONCONTRACTOR SHALL INSTALL WATER SERVICES IN ACCORDANCEWITH CFPUA STANDARD DETAILS AND SPECIFICATIONS.
SANITARY SEWERTHIS PROJECT IS CURRENTLY PROPOSING TO USE AN ON-SITESEPTIC SYSTEM THAT WILL BE PERMITTED BY THE ENGINEEREDOPTION.
WATER
THIS PROJECT WILL CONNECT TO THE EXISTING PRIVATE 8" FIRE
LINE AND 2" DOMESTIC LINE LOCATED ADJACENT TO THE PROPERTY.
LANDSCAPING CALCULATIONSRETENTION1. 15 TREES SHALL BE RETAINED OR PLANTED FOR EACH
ACRE DISTURBED.
REQUIRED: 15 X 1.5 = 23 TREES
FOUNDATION PLANTINGS1. FOUNDATION PLANTINGS REQUIRED BETWEEN THEBUILDING AND PARKING LOT, EXCEPT FOR PORTIONSOF THE BUILDING USED FOR ACCESS.
REQUIRED: 840 SF = ((180' X 25) + (100' X 25)) X 12%PROVIDED: 1,134 SF
FIRE AND LIFE SAFETY NOTES:1. NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TOCOMBUSTIBLE MATERIALS DELIVERED TO THE JOB SITE.
2. HYDRANTS MUST BE LOCATED WITHIN 8' OF THE CURB ANDWITHIN 150-FT OF A FIRE DEPT. CONNECTION AS THE TRUCKDRIVES.
3. CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOREMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION.
4. A MINIMUM OF 4-FT SHALL SEPARATE UNDERGROUND FIRELINES OR PRIVATE WATER MAINS FROM OTHER UNDERGROUNDUTILITIES.
5. FIRE DEPARTMENT CONNECTIONS (FDCs) MUST BE APPROVEDBY THE FIRE MARSHALL'S OFFICE AND BE ACCESSIBLE TO A FIREAPPARATUS EQUIPMENT WITHIN 40-FT.
6. LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE FDCOR FIRE HYDRANTS. A 3-FOOT CLEAR SPACE SHALL BEMAINTAINED AROUND THE CIRCUMFERENCE OF HYDRANTS ANDFDC.
7. CONTRACTOR SHALL SUBMIT A RADIO STRENGTH STUDY FORALL COMMERCIAL BUILDINGS THAT DEMONSTRATES THAT EXISTINGEMERGENCY RESPONDER RADIO SIGNAL LEVELS MEET THEREQUIREMENTS OF SECTION 510 OF THE 2018 NC FIRE CODE.
8. ALL ISOLATION VALVES WITHIN THE "HOT BOX" AND BETWEENTHE "HOT BOX" AND RISER ROOM MUST BE ELECTRICALLYSUPERVISED.
9. FIRE MAIN HOT BOXES SHALL HAVE TAMPER SWITCHESINSTALLED.
SITE
71.5'
18.0'
30.0
'
18.0
'
9.0'
9.0'8
15
8
EXISTING 50'ACCESS EASEMENT
EXISTING 50' ACCESSEASEMENT
190' PO
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EXISTING COLONIALMATERIALS BUILDING
PROPERTY BOUNDARY,CENTERLINE OF RAILROAD
CSX RAILROAD R/WBOUNDARY
EXISTING FIREHYDRANT ASSEMBLY
EXISTING 2" DOMESTICWATER SERVICE
4" SCH. 40 PVC SANITARYSEWER SERVICE @ 2.0%MIN. SLOPE
(2) 8" MJ 45° BENDS
PROPOSED SANITARY SEPTICSYSTEM. (SEE DETAILS)
EXISTING 8" FIRE LINE& GATE VALVE
(1) 8" MJ 22.5° BEND(1) 8" MJ 11.25° BEND
PROPOSED 8" C-900PVC FIRE LINE
PROPOSED 2" PEDOMESTIC WATERSERVICE
UNDERGROUND ADSINFILTRATION CHAMBERS(SEE GRADING ANDDRAINAGE PLANS)
PROPOSED STORMSEWER, TYP.(SEE GRADING ANDDRAINAGE PLANS)
EXISTING DRAINAGEEASEMENT
EXISTING STORMSEWER, TYP.
LOADING AREA
9.0'
9.0'
18.0'
180.
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WALL MOUNTEDFDC
10.2'74.3'
30.8'
26.0'
65.
6
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SITE DATA TABULATION
PROJECT ADDRESS: 3705 US-421WILMINGTON, NC 28401
PARCEL ID: R03200-001-026-000
PROPERTY OWNER: OLD MBC OFFICE, LLC
1404 COMMONWEALTH DRIVE SUITE 250
WILMINGTON, NC 28403
CURRENT ZONING: I-2 (HEAVY INDUSTRIAL)
TOTAL SITE AREA: ±5.47 AC OR 238,167 SF
PROPOSED USE: WAREHOUSING / FLEX SPACE
FLOOD INFORMATION: THIS SITE IS NOT LOCATED IN A SPECIAL FLOODHAZARD AREA AS DETERMINED BY FEMA FLOOD
PANELS 3720311900K AND 3720310900L, DATEDAUGUST 28, 2018
BUILDING DATA
NUMBER OF BUILDINGS: 1
MAXIMUM ALLOWABLE BUILDING HEIGHT: N/APROPOSED BUILDING HEIGHT: 30'NUMBER OF STORIES: 1 STORY
TOTAL BUILDING AREA (FOOTPRINT): 18,000 SQ. FT.
BUILDING LOT COVERAGE: 18,000 \ 238,167 SQ. FT. (7.6%)
DIMENSIONAL REQUIREMENTS - I-2
SETBACKS REQUIRED
FRONT 50 FT
SIDE (ADJ. INDUSTRIAL) N/AREAR (ADJ. INDUSTRIAL) N/A
PARKING STANDARDS - WAREHOUSING
STANDARD: 1.5 SPACES PER 1,000 SF
REQUIRED: 27 SPACESPROVIDED: 31 SPACES
2 ADA SPACES (2 REQUIRED)
IMPERVIOUS AREA
EXISTING IMPERVIOUS: 7,070 SF
PROPOSED IMPERVIOUS AREA
BUILDINGS 18,000 SFASPHALT / PAVEMENT 45,000 SF
SIDEWALKS 1,000 SF
TOTAL PROPOSED IMP. AREA 64,000 SF
DISTURBED AREA: ±1.5 AC
GENERAL NOTES:
1. ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH SECTION 5.6AND 3.5.3 OF THE UDO.2. NO CONSERVATION AREAS EXIST ON THE SITE.
3. TRIP GENERATION IS LESS THAN 100 PEAK HOUR TRIPS. A TRAFFIC IMPACT ANALYSIS IS NOT
REQUIRED.
WASTE DISPOSALWASTE DISPOSAL WILL BE PROVIDED WITH A CENTRAL DUMPSTER LOCATION.
THIS LOCATION HAS HAS NOT BEEN DETERMINED AT THIS TIME. ALL TRASH-HANDLING AND
RELATED EQUIPMENT SHALL BE COMPLETELY ENCLOSED AND SCREENED WITH AN OPAQUE FENCEOR WALL. THE ENCLOSURE SHALL BE AT LEAST ONE (1) FOOT TALLER THAN THE HIGHEST POINT OF
THE TRASH RECEPTACLE.
WETLANDS NOTE:
THERE ARE NO WETLANDS OR STREAMS ON THESE PARCELS.
TREE REMOVALTREE REMOVAL ON SITE APPROVED VIA PERMIT TR-23-000033
5.0'
5' LANDSCAPESTRIP
24.0'
DUMPSTER WITH SCREENEDENCLOSURE SWALE
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APRAPRRP
B
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: June 5, 2025
Subject: Warehousing/Flex Space – 3705 US 421 (SITECN-25-000081)
NCDOT Projects:
N/A
WMPO 2045 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
Warehousing (150) 18,000 SF 67 26 29