HomeMy WebLinkAbout5-7-25 TRC Agenda Packet
TECHNICAL REVIEW COMMITTEE AGENDA
May 7th, 2025
New Hanover County’s Technical Review Committee (TRC) will meet remotely via
teleconference on Wednesday, May 7, 2025 at 2:00 p.m.
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.
TRC meetings are not held in-person. Interested parties can listen to the May 7, 2025 TRC
meeting by calling 336-218-2051 and entering conference ID: 522 004 537#
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Agenda Items
Item 1: Grissom Rd Residential - Major Residential Subdivision - SUBPP-25-0023
Request by Grady Gordon with McAdams Homes (grady@mcadamshomes.net) for a 16-unit
subdivision. The 6.46 acre site is located at 1036 Grissom Rd and is zoned R-15. The engineer is
Zachry Nichols, Jr. with Nichols Engineering PLLC (zack@nicholsengpllc.com). The case planner
is Katherine May (kmay@nhcgov.com, 910-798-7443).
Item 2: N Kerr Industrial Park - Commercial Subdivision - 3001 Kitty Hawk Rd - SUBPP-25-0022
Request by Scott Gerow with Maritime West Development, LLC for an 18-lot commercial
subdivision in the N Kerr Industrial Park. The 40.88 acre site is located in the N Kerr Industrial
Park with main address currently at 3001 Kitty Hawk Drive and is zoned I-2. The engineer is
Jimmy Fentress with Stroud Engineering (jfentress@stroudengineer.com). The case planner is
Amy Doss (adoss@nhcgov.com, 910-798-7571).
Item 3: Hilton Bluffs Application 2 - Major Residential Subdivision - SUBPP-25-0024
Request by Copper Builders, LLC for a 647 lot residential subdivision. The 4,039-acre site is
located in the 3900 block of Castle Hayne Road. The project is considered a new application due
to the increased number of units, and changes to site access design. The site is zoned RA (Rural
Agricultural). The contact is Allison Engebretson with Paramounte Engineering
(aengebretson@paramounte-eng.com). The case planner is Robert Farrell
(rfarrell@nhcgov.com, 910-798-7164).
Item 4: Sheetz - 803 S Seabreeze Rd - SITECN-25-000072
Request by SOCOL LLC for a new Sheetz convenience store with fueling stations. The 2.3 site is
located at 803 S Seabreeze Rd and is zoned (CZD) Community Business District, tied to rezoning
case Z23-23. The engineer is Patrick Barbeau with Timmons Group
(patrick.barbeau@timmons.com). The case planner is Zach Dickerson
(zdickerson@nhcgov.com, 910-798-7450).
Item 5: Office and Warehouse - 334 Chesterfield Rd - SITECN-25-000073
Request by Mark Rosenlund with Bay Electric for an office and warehouse. The 2.64 acre site is
located at 334 Chesterfield Rd and is zoned I-1. The engineer is Shane Lippard with Right Angle
Engineering (raepcsl@bellsouth.net). The case planner is Amy Doss (adoss@nhcgov.com, 910-
798-7571).
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Item 6: Southeastern Freight Lines Phase 2 - 2800 N 23rd St - SITECN-25-000074
Request by Ryan Smigiel with Southeastern Freight Lines, Inc. for Phase 2 of the Southeastern
Freight Lines site. This largely includes stormwater and grading improvements to the site but is
increased impervious surface, so it has to go back to TRC. This 10.46 acre site is located at 2800
N 23rd St and is zoned (CZD) Airport Commerce) The engineer is Mattson Wiksell with Hoyt +
Berenyi, LLC (mwiksell@hoytberenyi.com). The case planner is Ryan Beil (rbeil@nhcgov.com,
910-798-7444).
Item 7: Warehouse Storage - 4326 & 4330 Holly Shelter Rd - SITECN-25-000075
Request by David Greer for a 12-unit warehouse storage building. This 2.08 acre site is located
at 4326 & 4330 Holly Shelter Road, and is zoned R-15 in the front and I-2 in the rear. The
engineer is Jimmy Fentress with Stroud Engineering (jfentress@stroudengineer.com). The case
planner is Ryan Beil (rbeil@nhcgov.com, 910-798-7444)
Item 8: RaceTrac Convenience Store - 4251 US Hwy 421 - SITECN-25-000076
Request by Justen Giambalvo with RaceTrac, Inc. and Seamist Properties (tpease@racetrac.com
& kdull@mckinleybuilding.com) for a convenience store with fuel stations. The 4.54 acre site is
located at 4251 US Hwy 421 N and is zoned I-2. The engineer is Zedekiah Heydenburg with Site
Design, Inc. (zheydenburg@sitedesign-inc.com). The case planner is
Katherine May (kmay@nhcgov.com, 910-798-7443)
Item 9: Office, Storage, Retail - Lot 3A at N Kerr Industrial Park - Pennington Dr - SITECN-25-
000077
Request by Logan Fritts with Kingpost Properties, LLC for an office, storage and retail space. The
1.05 acre site is located at Parcel ID: R02600-003-086-000 and is currently unaddressed, but
located in the N Kerr Industrial Park on Pennington Drive, zoned PD (Planned Development).
The engineer is Shane Lippard with Right Angle Engineering (raepcsl@bellsouth.net). The case
planner is Robert Farrell (rfarrell@nhcgov.com, 910-798-7164).
Grissom Road Subdivision – 1035 Grissom Road – TRC Review
Page | 1
To: Zachry Nichols, Jr, Nichols Engineering PLLC
From: Katherine May, Development Review Planner
Date: May 7, 2025 TRC
PID#: R07612-001-001-000
Egov# SUBPP-25-0023
Subject: 1036 Grissom Road – Grissom Road Subdivision - TRC Review
The following comments have been received for the May 7, 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, Katherine May 910-798-7443
1. General Comments
a. Zoning District: R-15
b. The project is a performance residential subdivision consisting of 16 single family
detached homes. The maximum allowed residential units allowed on the site is 16 units.
i. Total site acreage: 3.36
ii. Zoning district, R-15 allows a maximum of 2.5 dwelling units / acre in a
performance residential subdivision.
iii. X acres * 2.5 du/acre = 15.9
iv. To get a whole number, round up etc.
c. Submit subdivision name to me for approval. Once chosen, update the site plan with the
subdivision name.
d. I do not see a community mailbox on the site. There must be a pull-off or parking space
for USPS to safely unload packages and deliver mail. The mailbox must be within 1 block
of the residence and cannot be in a cul-de-sac. This information comes directly from the
USPS National Delivery Planning Standards for Builders and Developers. Contact the USPS
Growth Manager in the area to notify them of the upcoming development and for
additional information.
Grissom Road Subdivision – 1035 Grissom Road – TRC Review
Page | 2
e. Setbacks are minimum of 20 feet from neighboring parcels in performance subdivisions.
2. UDO Section 5.1, Parking and Loading
a. The required parking is 2 spaces per dwelling unit. Please confirm that is provided.
b. EV parking is not required for single family developments.
3. UDO Section 5.2, Traffic, Access and Connectivity
a. Because the main entrance is on a curve, please take extra care in verifying there is plenty
of visibility at the intersection.
b. Please note that no building permit for any structure shall be issued which requires
NCDOT approval for a Driveway Permit until NCDOT has issued the permit approval.
Evidence of approval shall accompany the application for building permit.
4. UDO Section 5.3, Tree Retention
a. Note: Land disturbance permits can be issued by county Engineering before a Tree
Removal Permit is approved by Planning. However, any trees removed before the Tree
Removal Permit is issued may result in enforcement action under Section 5.3.2 of the
Unified Development Ordinance to include prohibiting any development of the site for 3
to 5 years.
b. The tree removal plan shows there are trees to remain in the footprint of buildings. Please
clarify why this is and update tree removal plan accordingly. Please show the mitigation
method on the plan. You will need to apply for a tree removal permit.
c. A minimum of 15 trees per disturbed acre shall be retained or planted. Replacement trees
must be of similar species as the removed trees. 6.46 x 15 = 96.6 -> 97 trees.
5. UDO Section 5.4, Landscaping and Buffering
a. A landscape plan was not submitted. Please submit that as soon as possible.
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. Much of the property is covered by Lynn Haven soil which is class III soil. Class III soil is
defined as having severe limitations; requires extensive modification and intensive
maintenance.
Grissom Road Subdivision – 1035 Grissom Road – TRC Review
Page | 3
9. UDO Section 5.8, Open Space Requirements
a. I see open space labeled on the eastern part of the parcel. Is that the only open space
available to occupants, or will other areas be included?
b. For performance residential subdivisions 20% of the land must be set aside as open space.
c. If the stormwater facility is being counted towards open space it must be designed in a
way to support passive recreation, and vegetative landscaping must be accessible to the
development’s occupants.
d. All open space must be accessible by the occupants by means of dedicated streets or
walkways.
e. Open space set-asides shall be integrated and contiguous.
10. UDO Article 9, Flood Damage Prevention
a. The property is not in a flood plain.
NHC Fire Services, David Stone 910-798-7458
1. The complete TRC/Site plans comments from New Hanover County Fire staff shall be submitted
along with the building plans for review to New Hanover County Building Safety. This shall include
the complete set of civil plans. Failure to submit the comments or complete set of civil plans will
result in a resubmittal for review for verification of compliance.
2. Per NCFC 507.1, Provide an Engineered fire flow analysis report in accordance with the fire code
and Appendix B to include pertinent information. A fire flow test shall be conducted in accordance
with NFPA 291 and NCFC 507.4.
3. Fire apparatus access roads are required at time of construction. They are to be capable of
handling the weight of fire apparatus and be passable in all weather conditions. Fire apparatus
access roads are to be a minimum of 20 feet wide (Chapter 5), unless there are fire hydrants
installed along the roadway then minimum is 26 feet wide (Appendix D). The fire code official may
increase this width as necessary based on potential for fire apparatus response. Dead end roads
greater than 150 feet in length shall require an approved means for fire apparatus to turn around
(Chapter 5 and Appendix D). Fire apparatus access roads shall provide a clear vertical clearance of
Grissom Road Subdivision – 1035 Grissom Road – TRC Review
Page | 4
14 feet including trees, canopies, bridges, etc. (Chapter 5 requirement is 13 feet 6 inches, however
AHJ requires 14 feet based on local apparatus).
4. Street and road signs are required, temporary signs during construction are acceptable as long as
they are legible and weather resistant. (Chapter 5).
5. Parking shall not be allowed on either side of the above-mentioned roadway. If roadside parking
is desired the minimum road width shall be increased, contact the fire code official for further
information. No Parking signs shall be a minimum of 12 inches wide and 18 inches tall. Commercial
buildings shall have fire lanes marked (Chapter 5)
6. Gates on fire apparatus access roads are discouraged due to the delay in response. If gated access
is deemed necessary it shall be either staffed with personnel 24 hours per day every day, 365 days
of the year or must include KNOX key bypass switch and siren activation (both). (Chapter 5).
7. Traffic calming devices are highly discouraged due to the delay in response. Speed bumps/humps
are prohibited. Requests for other traffic calming devices must be evaluated during the Technical
Review (TRC).
8. Fire Hydrants
a. All fire hydrants shall have a 5 ¼ inch barrel, a 5 ¼ inch valve opening, two 2 ½ inch NST
side discharges and a 5-inch pumper nozzle with a 5-inch STORZ connection. Further
information on the technical specifications is available from the fire code official or Cape
Fear Public Utility Authority.
b. All fire hydrants shall be installed so they are visible from the fire apparatus access road
with unobstructed access and a clear space no less than 36 inches in all directions. They
shall be protected from vehicle impact by curbing, guard posts or other means approved
by the fire code official. They shall be oriented with the large discharge facing the nearest
street. All discharges shall meet the NFPA requirements for distance above grade.
c. Fire hydrants in general residential areas shall be installed so that all insured properties
are within 500 feet of a hydrant (hydrant spacing approximately 1000 feet apart along a
fire apparatus access road, installed at intersections where possible). The first fire hydrant
should be installed at or near the entrance to the residential area.
NHC Soil & Water Conservation, Dru Harrison 910-798-7138
1. No comments.
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.
Grissom Road Subdivision – 1035 Grissom Road – TRC Review
Page | 5
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. Septic Review: Site Plan reflects connection to public sewer. Must properly abandon the septic
tank located on this site for the existing dwelling. Pump, crush and fill the septic tank. Proposed
infrastructure does not violate setbacks to any surrounding properties septic systems.
2. Site Plan reflects connection to public water. Must identify and protect the existing well head
located at 1035 Grissom Rd during demolition. Must abandon the old well head properly with a
Certified Well Driller. Proposed infrastructure does not violate setbacks to any surrounding
properties drinking water wells.
NHC Sustainability Manager, Madelyn Wampler 910-798-7175
1. No comments.
NHC Addressing, McCabe Watson 910-798-7068
1. Please contact me with street name proposals prior to TRC approval.
2. Please contact me for address assignments following TRC approval.
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
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. Sewer: Sewer would be by a low-pressure pumping system discharged at the manhole on Sharp
Acorn Court.
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.
Grissom Road Subdivision – 1035 Grissom Road – TRC Review
Page | 6
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
1. Comments are attached.
WMPO, Caitlin Cerza 910-473-5130
1. Comments are attached.
Army Corps of Engineers, Brad Shaver 910-251-4611
1. Not aware of any records from this site.
Comments not received at this time from:
Emergency Services & E911, Steve Still
NCDEQ, Chad Coburn
NCDEMLR, Dan Sams
DCM, Tanya Pietila
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: April 15, 2025
Subject: Grissom Road Subdivision – 1035 Grissom Road
________________________________________________________________________
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
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.
x 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).
x It is recommended that you reach out to the NCDOT District Office prior to
submitting plans to avoid a redesign of the proposed utilities.
x 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
Site Plan Comments:
Hydraulic calculations and associated plan sheets will need to be submitted for the site.
Include/update the NCDOT Standard Drawings (2024) that are applicable to the
development.
Sight Triangles and Sight Distance:
x Show and label the 10’ X 70’ NCDOT sight triangles.
o No obstructions shall be placed within the NCDOT sight triangles.
x Show and label the stopping sight distance.
o No obstructions shall be placed within the stopping sight distance.
x Due to the driveway location and the layout of Grissom Road the
owner/HOA/property owners will be responsible to perform routine maintenance
within this sight easement.
x The available sight distance at street and driveway connections to the State
Highway System shall not be restricted by landscaping, permanent or temporary
signing, or in any other manner.
x A recorded sight easement may be required to be recorded and included in the
driveway permit prior to issuance.
Identification Signing and Landscaping:
x 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.
x 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.”
x 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.
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
x It is recommended that some type of planting are installed at the hammerhead
stub closest to Grissom Road to clearly separate the two so it is not mistaken for a
connection point.
Label the radii for the proposed driveway.
x Make sure to accommodate the largest proposed vehicle.
Label the internal protection stem length for the proposed driveway connection.
x Measured from the right-of-way line.
You can coordinate with the district office with any questions 910-398-9100.
OHE
110065.83 SQ FT0.231 ACRES
210326.83 SQ FT0.237 ACRES
38494.59 SQ FT0.195 ACRES
47831.94 SQ FT0.180 ACRES
59179.25 SQ FT0.210 ACRES
68808.89 SQ FT0.202 ACRES
77795.25 SQ FT0.179 ACRES
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109782.18 SQ FT0.225 ACRES
98897.75 SQ FT0.204 ACRES
811495.62 SQ FT0.264 ACRES 167414.03 SQ FT0.170 ACRES
04/02/2025
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VICINITY MAPNTS
PROJECT SITE
SITE
1"=100'
APPLICAN/DEVELOPERMCADAMS HOMES213 RACINE DR. SUITE 100WILMINGTON, NC 28403
PROPERTY OWNERGURGANUS GARY T ETAL108 SPANISH MOSS WAY
WILMINGTON, NC 28412
SURVEYORMICHAEL L. TACKETTTRANSYSTEMS CORPORATION101 AUTUMN HALL DR.910.523.5715
DESIGNERCONTACT: ZACHRY L. NICHOLS, JR.NICHOLS ENGINEERING PLLC1826 SIR TYLER DR., STE 230WILMINGTON, NC 28405ZACK@NICHOLSENGPLLC.COMOFFICE 910.945.9941
GRISSOM ROAD SUBDIVISION
NEW HANOVER COUNTY, NC
for
CLIENT: MCADAMS HOMES
PROJECT INFORMATION SITE DATA
PROJECT ADDRESS
TOTAL PROPERTY ACREAGE
PROPERTY OWNER
ZONING
SETBACKS
FRONT
SIDE INTERIOR
REAR
PROPOSED STRUCTURES
PROPOSED NUMBER OF BUILDINGS
BUILDING SQUARE FOOTAGE
CONSTRUCTION TYPE
IMPERVIOUS COVERAGE
EXISTING
PROPOSED
PROPOSED OFFSITE
6.46 AC
GENERAL NOTESGENERAL NOTES
1. ALL MATERIALS AND CONSTRUCTION METHODS FOR THE LATEST EDITION OF NEWHANOVER COUNTY SPECIFICATIONS AND DETAILS.
2. ALL SITE WORK AT A MINIMUM SHALL BE PERFORMED IN ACCORDANCE WITH THE2025 NCDOT ROADWAY STANDARD DRAWINGS AND STANDARD SPECIFICATIONSFOR ROADS AND STRUCTURES UNLESS OTHERWISE NOTED OR DIRECTED.3. UNDERGROUND UTILITIES MAY EXIST ON , ALONG OR WITHIN CONFLICT OF THISPROJECT. THE CONTRACTOR IS RESPONSIBE FOR CONTACTING NC 811 OR THE
APPROPRIATE UTILITY COMPANIES PRIOR TO ANY EXCAVATION.4. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF ANYEXISTING ON SITE ITEMS AS SHOWN ON THE DEMO PLAN, ABOVE AND BELOW
GROUND. THE CONTRACTOR IS ALSO RESPONSIBLE FOR REMOVAL OF ALL WASTERESULTING FROM DEMOLITION.5. THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THEPERFORMANCE OF ALL WORK IN ACCORDANCE WITH CURRENT OSHAREGULATIONS.6. THE CONTRACTOR SHALL GRADE, SEED, AND SOD OR OTHERWISE PROVIDETEMPORARY AND PERMANENT STABILIZATION OF AL DISTURBED AREAS.7. WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE
AND OCAL REQUIREMENTS, NOTIFICATIONS, STANDARDS AND POLICIES.8. ANY SUBSTITUTIONS, CHANGES, OR MODIFICATIONS SHALL BE APPROVED BY THEPROJECT ENGINEER, PLANNING DEPARTMENT STAFF, AND OWNER PRIOR TOINSTALLATION/CONSTRUCTION.9. THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSEDSURFACE. GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING, ENDING AND ATSTRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO PROVIDE A PROPERTIE-IN. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED INVERTS, FFE'S, AND
FINISHED SURFACES TO ENSURE THAT MINIMUM SLOPE AND COVERREQUIREMENTS ARE PROVIDED PRIOR TO INSTALLATION.10. THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE. OFFSITE
BORROW OR WASTE MAY BE REQUIRED.11. ALL PIPE INVERTS TO BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTINGGRAVITY SYSTEMS AND SHALL BE ADJUSTED BY THE ENGINEER IF NECESSARY.ALL CONCRETE PIPE SHALL BE REINFORCED CLASS III.12. NEW SIGNS REQUIRE ZONING COMPLIANCE AND BUILDING PERMITS PER UDO. APERMIT IS REQUIRED FOR THE SITE IDENTIFICATION SIGN. SIGN SHALL MEET NEWHANOVER COUNTY STANDARDS.13. NO ADDITIONAL OUTDOOR LIGHTING IS PROPOSED. NEW LIGHTING REQUIRES
ADDITIONAL PLANS AND PERMITS TO ENSURE COMPLIANCE WITH UDO.
INDEX OF SHEETSC101 COVERC102 GENERAL NOTESC103 GENERAL NOTESCD101 EXISTING CONDITIONS AND DEMO PLAN
CS101 PROPOSED SITE PLANCS102 SITE DIMENSION PLANCS103 SITE GRADING PLANCS201 PLAN AND PROFILE ALIGNMENT ACS102 PLAN AND PROFILE ALIGNMENT ACS103 PLAN AND PROFILE ALIGNMENT BCH101 PRE-DEVELOPMENT HYDROLOGY MAPCH102 POST-DEVELOPMENT HYDROLOGY MAP
CE101 EROSION & SEDIMENT CONTROL PLAND501 DETAILSD502 DETAILS
D503 DETAILSD504 DETAILS
CO
V
E
R
C101
1035 GRISSOM RD
R-15
5 FT
20 FT
16
X SQ. FT. PER UNIT
SINGLE FAMILY
0 SQ. FT.
34,056 SF (0.78 AC)
R07612-001-001-000 6.02 RA-15
TOTAL 90.95 ACRES
SITE
NEW HANOVER COUNTY
PID ACRES ZONING
EXISTING PARCELS
GURGANUS GARY T ETAL
20 FT
SMALLEST LOT X
LINEAR FEET IN STREETS X
82.
1
1
'
N 0
9
°
0
8
'
3
0
"
E
6
3
8
.
6
1
'
S 63°
2
1
'
0
2
"
E
4
9
8
.
2
3
'
N 46°
0
4
'
1
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"
E
2
0
6
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0
9
'
(
T
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)
S 80°51'08" E 190.
4
8
'
(
T
I
E
)
S 0
6
°
4
7
'
3
3
"
W
2
2
7
.
7
8
'
S 0
6
°
2
1
'
5
1
"
W
3
7
2
.
7
2
'
N 62°4
9
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5
0
"
W
8
9
9
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5
3
'
N 79°58'50" W 2
0
8
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9
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9.84'
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MYRTLE GROVE BAPTISTCHURCHDEED BOOK: 5360, PAGE: 2223MAP BOOK: 53, PAGE 135
WATERFORDSECTION 4 - REVISEDMAP BOOK: 19, PAGE: 7
FR
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LONG A. JR, PERRYDEED BOOK: 5017, PAGE: 2799
MYRTLE GROVE BAPTIST CHURCHDEED BOOK: 1558, PAGE: 1147
LOT 11
LOT 10
LOT 9
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
LOT 17
CANBY OAKSPERFORMANCE SUBDIVISIONMAP BOOK: 66, PAGE: 49-50
HORNSDALE SUBDIVISIONMAP BOOK 8, PAGE 71
LOT 13
EIP
EIP
ECM
EIR
EIR
EIR
EIPP
EIP
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RBS
RBS
RBS
RBSRBS
OHE
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OHE
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OHE
OHE
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82.
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8
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"
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6
38.
6
1
'
61
S 63°
2
2
'
41" E
1
95.97'
S6322241 E1995.997'
FR
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LOT 11
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W
W
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W W W W W W W W W W W
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W
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110065.83 SQ FT0.231 ACRES
210326.83 SQ FT0.237 ACRES
38494.59 SQ FT0.195 ACRES
47831.94 SQ FT0.180 ACRES
59179.25 SQ FT0.210 ACRES
68808.89 SQ FT0.202 ACRES
77795.25 SQ FT0.179 ACRES
118237.23 SQ FT0.189 ACRES
127844.46 SQ FT0.180 ACRES
137815.35 SQ FT0.179 ACRES
147819.49 SQ FT0.180 ACRES
157801.41 SQ FT0.179 ACRES
109782.18 SQ FT0.225 ACRES
98897.75 SQ FT0.204 ACRES
811495.62 SQ FT0.264 ACRES
167414.03 SQ FT0.170 ACRES
0+
0
0
1+
0
0
2+0
0
3+0
0
4+00
5+00
5+48
0+00
1+00
2+00
3+00
4+00
4+79
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
04/02/2025
AS NOTED
GR
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20' PERFORMANCE BUFFER
35% OPEN SPACE
NOTE:
1. ROADS SHALL BE CONSTRUCTED TO TOWN STANDARDS.
2. 45' RIGHT OF WAY
3. 24' PAVEMENT WIDTH
NUMBER OF
LOTS MIN. SIZE TOTALACREAGE
PROPOSED PARCEL INFORMATION
PROJECT BOUNDARY
PROPOSED PARCEL
EXISTING PARCEL
OVERHEAD ELECTRIC OHE
SETBACK
16 7,400 SQ. FT. 276,869 SQ. FT.
LEGEND
FRONT SETBACK20'
REAR SETBACK20'
SID
E
S
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T
B
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5'
SID
E
S
E
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5'
RIGHT-OF-WAY
TYPICAL LOT2SCALE: NOT TO SCALE
SINGLE FAMIY BUILDING SETBACKS
FRONT YARD 20 FTREAR YARD 20 FTSIDE YARD 5 FT
SCALE: NOT TO SCALE
DRIVE ROADWAY SECTION - CROWNED1
SURFACE: 1 12" HMA SURFACE COURSE
(NCDOT TYPE S-9-9.5B)
3
2
1CURB AND GUTTER2.0'
24.0'PAVEMENT
℄
2
1
3%3:1 (OR
A
S
S
H
O
W
N
)
3%
45.0' ROW
PRIME COAT
BINDER: 12" HMA INTERMEDIATE COURSE(NCDOT TYPE 1-19.0B)
3
12.0'TRAVEL LANE
5' SIDEWALK
0
SCALE IN FEET
1"=
150100502550
50
N.C.GRID (NAD83 / NS RS2011)VERTICAL DATUM NAVD88(GEOID 18)
WATER SERVICE TYP.
SANITARY SEWER SERVICE TYP.
PROPOSED WATER TYP.
PROPOSED SANITARYSEWER TYP.
WATER W W W W W W W W
SANITARY SEWER SS SS SS SS SS SS
EXISTING SITE DATA
PROJECT NAME:XX
APPLICANT/OWNER:XX
PARCEL ID:R07612-001-001-000
PROJECT ACREAGE:+/- 6.36 AC (276,869 SF)
CURRENT ZONING:R-15 (RESIDENTIAL DISTRICT)
PROPOSED USE:PERFORMANCE RESIDENTIAL
FLOOD INFORMATION
1. PORTIONS OF THIS SITE ARE LOCATED IN ZONE AE (BFE 12), ASPECIAL FLOOD HAZARD AREA, AS SHOWN ON FEMA FLOODMAP NO. 3720314400K BEARING AN EFFECTIVE DATE, AUGUST28, 2018.
DEVELOPMENT DATA:
MAXIMUM DENSITY:XX
MAXIMUM UNITS:XX
PROVIDED UNITS:XXPROVIDED DENSITY:XX
SETBACKS
1. BUILDINGS ON THE PERIPHERY OF THE DEVELOPMENT SHALLBE SETBACK A MINIMUM OF 20 FT2. SINGLE FAMILY DWELLINGS SHALL BE SPACED A MINIMUM OF10 FEET FROM EACH OTHER.
SIGNAGE NOTE
1. SIGNAGE TO BE PERMITTED SEPARATELY AND SHALL COMPLYWITH SECTION 5.6 OF THE UDO.
TRAFFIC NOTE
1. PROPOSED DEVELOPMENT EXPECTED TO GENERATE LESS
THAN 100 PEAK HOUR TRIPS. A TRAFFIC IMPACT ANALYSIS ISNOT REQUIRED.
WETLAND NOTE
1. ON SITE WETLANDS ARE UNDER EVALUATION
UTILITY NOTE
1. WATER AND SEWER SERVICES TO BE COORDINATED WITHCAPE FEAR PUBLIC UTILITY AUTHORITY.
82.
1
1
'
N 0
9
°
0
8
'
3
0
"
E
6
3
8
.
6
1
'
S 63°
2
1
'
0
2
"
E
4
9
8
.
2
3
'
N 46°
0
4
'
1
5
"
E
2
0
6
.
0
9
'
(
T
I
E
)
S 80°51'08" E 190.
4
8
'
(
T
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E
)
S 0
6
°
4
7
'
3
3
"
W
2
2
7
.
7
8
'
S 0
6
°
2
1
'
5
1
"
W
3
7
2
.
7
2
'
N 62°4
9
'
5
0
"
W
8
9
9
.
5
3
'
N 79°58'50" W 2
0
8
.
9
3
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(
T
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S 0
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°
0
1
'
5
0
"
W
91
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(
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C1
C2
C3
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2
2
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E
1
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MYRTLE GROVE BAPTISTCHURCHDEED BOOK: 5360, PAGE: 2223MAP BOOK: 53, PAGE 135
WATERFORDSECTION 4 - REVISEDMAP BOOK: 19, PAGE: 7
FR
A
N
K
A
.
S
R
,
A
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:
1
1
2
LONG A. JR, PERRYDEED BOOK: 5017, PAGE: 2799
MYRTLE GROVE BAPTIST CHURCHDEED BOOK: 1558, PAGE: 1147
LOT 11
LOT 10
LOT 9
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
LOT 17
CANBY OAKSPERFORMANCE SUBDIVISIONMAP BOOK: 66, PAGE: 49-50
HORNSDALE SUBDIVISIONMAP BOOK 8, PAGE 71
LOT 13
EIP
EIP
ECM
EIR
EIR
EIR
EIPP
EIP
EIP
RBS
RBS
RBS
RBSRBS
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
82.
1
1
'
S
7'33"
W
2
2
7
.
7
8
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0
7
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0
1
'
5
0
"
W
50
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S
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RBSR
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2
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9.84'4'9.8
C1C1 GRISS
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ROAD
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1
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N 0
9
°
0
8
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30
"
E
6
38.
6
1
'
61
S 63°
2
2
'
41" E
1
95.97'
S6322241 E1995.997'
FR
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1
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LOT 11
LO
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RBSBSRBS OHERBS
S 63°
2
1
'
02" E
4
98.23'
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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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
110065.83 SQ FT0.231 ACRES
210326.83 SQ FT0.237 ACRES
38494.59 SQ FT0.195 ACRES
47831.94 SQ FT0.180 ACRES
59179.25 SQ FT0.210 ACRES
68808.89 SQ FT0.202 ACRES
77795.25 SQ FT0.179 ACRES
118237.23 SQ FT0.189 ACRES
127844.46 SQ FT0.180 ACRES
137815.35 SQ FT0.179 ACRES
147819.49 SQ FT0.180 ACRES
157801.41 SQ FT0.179 ACRES
109782.18 SQ FT0.225 ACRES
98897.75 SQ FT0.204 ACRES
811495.62 SQ FT0.264 ACRES
167414.03 SQ FT0.170 ACRES
0+
0
0
1+
0
0
2+0
0
3+0
0
4+00
5+00
5+48
0+00
1+00
2+00
3+00
4+00
4+79
26
'
26'
25'
25'
26'
26'
26'
26'
26'
26
'26
'
26'
26'
26'
26'
26'24'
26'24'24'
26'
26'
26'
26'
26'
26
'
24'
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
26'
25'
24
'
24
'
25'
26'
26'
26'
26'
04/02/2025
AS NOTED
GR
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150100502550
50
N.C.GRID (NAD83 / NS RS2011)VERTICAL DATUM NAVD88(GEOID 18)
CUT 1239.28 CU. YD.
FILL 861.05 CU. YD
EARTHWORKS
NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________
Applicant Checklist NCDOT Checklist
Driveway Application Process and Site Plan Requirements
ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND
DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE
APPLICATION TO THE APPLICANT FOR REVISION.
***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS***
Electronic Pre-Submittals
In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to
identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all
other required documents.
All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx
In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction.
Online resources:
•NCDOT Policy on Street and Driveway Access to North Carolina Highways:
https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an
d%20Driveway%20Access.pdf
•NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way:
https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx
•Electronic Forms Database:
https://connect.ncdot.gov/Pages/default.aspx
1)
a.Cover Letter
Include contact information for applicant and engineer, including email address, mailing address, and phone
number. Include the parcel number(s), description of all phases of the development and future land uses to be
served by the permit, and a description of the adjoining land owned or controlled by the applicant.
b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below)
https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc
c.$50.00 Inspection Fee Per Access Point
Attach to Permit Application form (not applicable for municipalities, churches, and schools)
d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc
e.Verification of Compliance with Environmental Regulations (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf
f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional
site plan requirement details can be found in section 2 of this document.
g.Design Plan Requirements for projects involving roadway improvements
If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information
Y N n/a
Engineering Studies
The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined
herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local
government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs
that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses
(TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina
licensed Professional Engineer.
Section 1: Requi
red Documents
|Required documents to accompany all Initial Driveway Application Submittals
Please note that these are the minimum requirements of all driveway permit applications.
All required documentation shall be submitted through the online portal as PDF files, with the exception of the
Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501
Barbados Blvd, Castle Hayne, NC 28429.
If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there
may be additional submittal materials required.
State of North Carolina | Department of Transportation | Division 3 | District 3
5501 Barbados Blvd, Castle Hayne, NC 28429
Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________
Y N n/a
Section 1: Required Documents (continued)
2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL
a.Site Plans
One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement
details can be found in section 2 of this document.
b.Performance and Indemnity Bond Information/Forms
See last page of document for bond information and forms
c.Performance and Indemnity Bond Amount
100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by
the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities,
churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway
Rights of Way for acceptable bond types
d.Radius Encroachment Letter (if applicable)
If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required
e.Hold Harmless Letter (if applicable)
If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will
be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit
Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below
Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways
1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown
2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable
3)Contact information of applicant and engineer, including mailing address, phone number, and email address
4)Show R/W lines, highway control of access, and property lines
5)All existing utilities (including handholes) and easements
6)R/W width
7)Existing posted speed limit(s) and design speed limit(s)
8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of
the property lines of the proposed development
9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any
other relevant transportation facilities in the development area
10)Include a plan sheet showing full site build-out and land use
11)Buildings shown with “gross leasable area”
12)Width of property frontage
13)Distance from R/W to buildings and gasoline service islands
14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34)
15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc.
Section 3: Driveway Plan Requirements
|
All driveway plans shall include and show, at a minimum, the items listed below
1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all
directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm
water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance.
2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways
3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77)
4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required
shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum
5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51)
In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached)
In shoulder sections, show grades at the EOP and centerline
6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31)
7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90°
allowed for right-in/right-out on a case-by-case basis) (page 51)
8)Driveway Profile (pages 42- 43)
Y N n/a Y N n/a
□□ □□ □ □
Y N n/a Y N n/a
Y N n/a Y N n/a
Section 3: Driveway Plan Requirements (continued)
9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W)
Asphalt: 8” ABC stone and 1.5” S9.5B
Concrete: 6” of concrete
10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’
11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std.
12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31)
13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29)
14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41)
15)Distance between driveways being requested (if applicable; page 51)
16)Minimum internal storage areas with specified queues (pages 31-33)
17)Minimum protected driveway stem(s) provided and indicated (pages 33-34)
18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required
|
Section 6: Roadway Plan Requirements
If off-site improvements are required, roadway plans shall show, at a minimum, the items below
1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway)
2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders)
Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below
•Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000
5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C
•Secondary Routes with AADT<10,000
5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B
3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary
The grinding of pavement markings will not be allowed
4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum
5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter
6)Indicate existing roadway grade
7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78)
8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79)
See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details
9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services
10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location
11)New and/or revised signal plans must be included for new installations and if signal modifications are required
All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic
Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200.
|
Section 4: Drainag e Requirements
All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below
Section 5: Internal Circ ulation Requirements
|All internal circulation details shall adhere to, at a minimum, the items listed below
1)Interior driveway channelization stems
Minimum 100’ from the ROW or at the discretion of the District Engineer
2)Traffic flow pattern
3)Traffic control devices
4)Pavement Markings
Y N n/a Y N n /a
Y N n/a Y N n/a
Y N n/a Y N n/a
Y N n/a Y N n/a
1)Pipe Cover Minimums (measured from top of pipe to subgrade)
High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12”
2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2)
Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and
310.04 of the Roadway Standard Drawings for details
Pipes >30" on multilane highways posted above 45mph require guardrail
Pipes ≥36" require an endwall on the inlet end
3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently
dedicated drainage easement will be required to accommodate the proposed project drainage
4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements)
5)Provide spot elevations along frontage of driveway (at EOP and centerline)
6)Provide grades and spot elevations for existing and proposed ditches
7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted)
C/L
EOTEOP
P/L
R/WR/W
R/W
EOP
EOP
EOP
EOP
NTS
R/W
P/L
DRAINAGE FLOW
DRAINAGE FLOW
DRAINAGE FLOW
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
S IGHT T R IANG LE
10 ' BY 70 'S I GHT T R I ANGL E10' B Y 70'
DRIVEWAY
RR MIN. 30'MIN. 30'
NO ROADWAY IMPROVEMENT
COMMERCIAL DRIVEWAY WITH
NORMAL CROWN ROADWAY
6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
PIPE/TYPE/SIZE
WIDTH
CON
CR
ET
E
/ASP
HA
LT
LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER
SITE ADDRESS:TAX PARCEL #
20191115
PARALLEL END S.D. 310.02
INVERT ELEVATION
PARALLEL END S.D. 310.02
INVERT ELEVATION
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: April 24, 2025
Subject: Grissom Road Subdivision (SUBPP-25-0023)
NCDOT Projects:
N/A
WMPO 2045 MTP Projects:
RW-16 Myrtle Grove Widening: Includes the widening of Myrtle Grove Road from
Masonboro Loop Road to US 421/Carolina Beach Road.
RW-25 Piner Road Widening & Intersection Realignment: Includes the widening of Piner
Road between South College Road and Myrtle Grove Road.
New Hanover County Projects:
2024 Bicycle & Pedestrian Priorities Plan Amendment proposed project: Paved multi-use
path on Masonboro Loop Road between Navaho Trail to Carolina Beach Road. This
proposed project is in direct proximity to the proposed development.
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
Single Family Detached
Housing (210) 15 DU 176 13 17
N Kerr Industrial Park – 3001 Kitty Hawk Rd – Major Subdivision – TRC Review
Page | 1
To: James Fentress, Jr. , Stroud Engineering, jfentress@stroudengineer.com
From: Amy Doss, Associate Planner
Date: May 1, 2025
PID#: R03400-001-058-000
Egov# SUBPP-25-0022
Subject: N Kerr Industrial Park – 3001 Kitty Hawk Dr – Preliminary Plan TRC Review
The following comments have been received for the May 1, 2025, TRC meeting. Additional comments may
be made upon further review of subsequent revisions.
Please note: following the TRC meeting, a revised preliminary plan addressing each of the below items
must be resubmitted prior to receiving preliminary plan approval.
Planning, Amy Doss 910-798-7571
1. General Comments
a. Zoning District I-2.
b. Please note setbacks for buildings and any required buffers on the plan.
c. Conventional subdivision.
d. Please log on to COAST to pay the review fee, INV-00141281.
e. Please provide a copy of the POA to be recorded as part of the commercial subdivision
for tenants, to include private street and drainage maintenance.
f. Please label the fall zone for the tower and the location of the tower.
g. Will any portion of the infrastructure be bonded?
2. UDO Section 5.2, Traffic, Access and Connectivity
a. Please provide the required Traffic Impact Analysis.
b. 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.
3. UDO Section 5.3, Tree Retention
N Kerr Industrial Park – 3001 Kitty Hawk Rd – Major Subdivision – TRC Review
Page | 2
a. Prior to and clearing, please complete a Tree Removal Permit application form and send
when it is ready.
b. Please provide breakdown of the documented trees and significant trees being removed
and being saved.
c. 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.
4. UDO Section 5.4, Landscaping and Buffering
a. Please note that a landscape plan will be required for individual tenants or lots.
5. UDO Section 5.5, Lighting
a. Please note that a lighting plan is not required for TRC approval, however will be required
prior to issuance of construction plan approvals.
6. UDO Section 5.6, Signs
a. Please show the location of any signs for the industrial park.
7. UDO Section 5.7, Conservation Resources
a. The New Hanover County Conservation Resource Map indicates there is Pocosin
Conservation Resource on this site. However, there are no Class IV soils on the site. Based
on historic staff interpretation, the lack of Class IV soils on the site means that Pocosin
Conservation Resource Standards do not apply.
8. UDO Section 5.10, Airport Height Restriction
a. Please refer to the Wilmington International Airport Height Restriction Map or contact
Mr. Granseur Dick with FLYILM and note any height limitations or restrictions pertaining
to the property. His comments are below.
9. UDO Article 6, Subdivision Design and Improvements.
a. Maximum block length is 1,000 feet per UDO Section 6.2.2.A.2.b. Please note block length
on plan to ensure compliance.
b. Existing drainage easement noted. If additional drainage easements are required per
County Engineering, please note on the plan.
NHC Fire Services, Ray Griswold 910-798-7448
1. Fire Final Required.
2. Fire hydrant layout plan required.
N Kerr Industrial Park – 3001 Kitty Hawk Rd – Major Subdivision – TRC Review
Page | 3
NHC Engineering, Galen Jamison 910-798-7072
1. A land disturbing issued by the County is required for this project. 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. Portions of this parcel qualifies for an exemption to the County’s pre and post storm attenuation
requirements should it be design in accordance with the City and County’s Low Impact Design
(LID) Manual (http://laserfiche.nhcgov.com/weblink/0/edoc/3273331/LID-Manual.pdf). Please
provide requisite documentation for compliance with LID manual and a variance request in
accordance with NHC UDO, Section 7.12 during the County stormwater permitting process. As
park’s parcel’s are developed and impervious area added, each parcel will need submit for a
County stormwater permit and meet the pre and post storm attenuation requirements unless LID
measures are proposed.
4. Any discharges made to Broadwater Branch would be subject to the County’s storm attenuation.
5. Please contact the State for the stormwater permit requirements. It is assumed a high density
permit will be obtained.
NHC Environmental Health, Dustin Fenske 910-798-6732
1. Site plan reflects connection to public water and sewer.
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
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. Mainline extensions will be required.
4. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains).
5. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application
Form and a Preliminary Plan, this determination does not guarantee capacity.
N Kerr Industrial Park – 3001 Kitty Hawk Rd – Major Subdivision – TRC Review
Page | 4
6. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the
plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the
Authority.
NCDOT, Nick Drees 910-343-3915
1. Comments forthcoming.
WMPO, Caitlyn Cerza 910-473-5130
1. Please see attached.
Army Corps of Engineers, Brad Shaver 910-251-4611
1. A jurisdictional determination has been completed and it appears that a permit may be
required.
Wilmington International Airport, Granseur Dick 910-341-4333
1. The site is located near the approach surfaces of an airport. If the building height or temporary
construction equipment (crane) is planned to exceed 60’ above ground level (AGL) for this site,
the developer shall file a FAA Notice of Construction initializing an airspace study by utilizing FAA
Form 7460-1 in in accordance with 14 CFR Part 77.9. It is encouraged that developer file as soon
as possible to allow for any plan adjustments that may be required to result in a finding of “No
Impact”.
2. N.C.G.S.143-214.7 (c3) prohibits DEQ from requiring airports, as well as other development
projects located within five miles from the airport air operations area, to use SCMs that promote
standing water to discourage wildlife habitat (particularly birds). In the spirit of this regulation,
the Airport STRONGLY encourages the developer to utilize “dry” SCMs to the greatest degree
practical, including extended dry detention ponds, infiltration basins, etc. as may be required to
meet DEQ water quality/ quantity requirements while minimizing potential hazards to aircraft
from birds/wildlife.
Comments not received at this time from:
NHC Soil & Water Conservation, Brian Dadson 910-798-7138
Emergency Services & E911, Steve Still
NCDEQ, Chad Coburn
New Hanover Soil & Water, Dru Harrison
NCDEMLR, Dan Sams
DCM, Tanya Pietila
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: April 15, 2025
Subject: Maritime West Development – 3001 Kittyhawk Road
________________________________________________________________________
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
Is the proposed road going to be private or public?
Per North Carolina General Statute 136-102.6 any person or corporation desiring to
construct a new subdivision road which is to be dedicated as public, must submit
information to the District Engineer for proper evaluation in order to obtain a certificate
of approval.
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.
x 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).
x It is recommended that you reach out to the NCDOT District Office prior to
submitting plans to avoid a redesign of the proposed utilities.
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
x 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).
Site Plan Comments:
Include/update the NCDOT Standard Drawings (2024) that are applicable to the
development.
Sight Triangles and Sight Distance:
x Show and label the 10’ X 70’ NCDOT sight triangles.
o No obstructions shall be placed within the NCDOT sight triangles.
x Show and label the stopping sight distance.
o No obstructions shall be placed within the stopping sight distance.
Identification Signing and Landscaping:
x 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.
x 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.”
x 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.
You can coordinate with the district office with any questions 910-398-9100.
NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________
Applicant Checklist NCDOT Checklist
Driveway Application Process and Site Plan Requirements
ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND
DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE
APPLICATION TO THE APPLICANT FOR REVISION.
***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS***
Electronic Pre-Submittals
In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to
identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all
other required documents.
All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx
In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction.
Online resources:
•NCDOT Policy on Street and Driveway Access to North Carolina Highways:
https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an
d%20Driveway%20Access.pdf
•NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way:
https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx
•Electronic Forms Database:
https://connect.ncdot.gov/Pages/default.aspx
1)
a.Cover Letter
Include contact information for applicant and engineer, including email address, mailing address, and phone
number. Include the parcel number(s), description of all phases of the development and future land uses to be
served by the permit, and a description of the adjoining land owned or controlled by the applicant.
b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below)
https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc
c.$50.00 Inspection Fee Per Access Point
Attach to Permit Application form (not applicable for municipalities, churches, and schools)
d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc
e.Verification of Compliance with Environmental Regulations (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf
f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional
site plan requirement details can be found in section 2 of this document.
g.Design Plan Requirements for projects involving roadway improvements
If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information
Y N n/a
Engineering Studies
The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined
herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local
government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs
that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses
(TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina
licensed Professional Engineer.
Section 1: Requi
red Documents
|Required documents to accompany all Initial Driveway Application Submittals
Please note that these are the minimum requirements of all driveway permit applications.
All required documentation shall be submitted through the online portal as PDF files, with the exception of the
Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501
Barbados Blvd, Castle Hayne, NC 28429.
If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there
may be additional submittal materials required.
State of North Carolina | Department of Transportation | Division 3 | District 3
5501 Barbados Blvd, Castle Hayne, NC 28429
Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________
Y N n/a
Section 1: Required Documents (continued)
2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL
a.Site Plans
One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement
details can be found in section 2 of this document.
b.Performance and Indemnity Bond Information/Forms
See last page of document for bond information and forms
c.Performance and Indemnity Bond Amount
100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by
the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities,
churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway
Rights of Way for acceptable bond types
d.Radius Encroachment Letter (if applicable)
If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required
e.Hold Harmless Letter (if applicable)
If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will
be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit
Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below
Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways
1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown
2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable
3)Contact information of applicant and engineer, including mailing address, phone number, and email address
4)Show R/W lines, highway control of access, and property lines
5)All existing utilities (including handholes) and easements
6)R/W width
7)Existing posted speed limit(s) and design speed limit(s)
8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of
the property lines of the proposed development
9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any
other relevant transportation facilities in the development area
10)Include a plan sheet showing full site build-out and land use
11)Buildings shown with “gross leasable area”
12)Width of property frontage
13)Distance from R/W to buildings and gasoline service islands
14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34)
15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc.
Section 3: Driveway Plan Requirements
|
All driveway plans shall include and show, at a minimum, the items listed below
1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all
directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm
water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance.
2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways
3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77)
4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required
shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum
5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51)
In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached)
In shoulder sections, show grades at the EOP and centerline
6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31)
7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90°
allowed for right-in/right-out on a case-by-case basis) (page 51)
8)Driveway Profile (pages 42- 43)
Y N n/a Y N n/a
□□ □□ □ □
Y N n/a Y N n/a
Y N n/a Y N n/a
Section 3: Driveway Plan Requirements (continued)
9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W)
Asphalt: 8” ABC stone and 1.5” S9.5B
Concrete: 6” of concrete
10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’
11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std.
12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31)
13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29)
14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41)
15)Distance between driveways being requested (if applicable; page 51)
16)Minimum internal storage areas with specified queues (pages 31-33)
17)Minimum protected driveway stem(s) provided and indicated (pages 33-34)
18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required
|
Section 6: Roadway Plan Requirements
If off-site improvements are required, roadway plans shall show, at a minimum, the items below
1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway)
2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders)
Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below
•Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000
5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C
•Secondary Routes with AADT<10,000
5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B
3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary
The grinding of pavement markings will not be allowed
4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum
5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter
6)Indicate existing roadway grade
7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78)
8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79)
See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details
9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services
10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location
11)New and/or revised signal plans must be included for new installations and if signal modifications are required
All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic
Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200.
|
Section 4: Drainag e Requirements
All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below
Section 5: Internal Circ ulation Requirements
|All internal circulation details shall adhere to, at a minimum, the items listed below
1)Interior driveway channelization stems
Minimum 100’ from the ROW or at the discretion of the District Engineer
2)Traffic flow pattern
3)Traffic control devices
4)Pavement Markings
Y N n/a Y N n /a
Y N n/a Y N n/a
Y N n/a Y N n/a
Y N n/a Y N n/a
1)Pipe Cover Minimums (measured from top of pipe to subgrade)
High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12”
2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2)
Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and
310.04 of the Roadway Standard Drawings for details
Pipes >30" on multilane highways posted above 45mph require guardrail
Pipes ≥36" require an endwall on the inlet end
3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently
dedicated drainage easement will be required to accommodate the proposed project drainage
4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements)
5)Provide spot elevations along frontage of driveway (at EOP and centerline)
6)Provide grades and spot elevations for existing and proposed ditches
7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted)
C/L
EOTEOP
P/L
R/WR/W
R/W
EOP
EOP
EOP
EOP
NTS
R/W
P/L
DRAINAGE FLOW
DRAINAGE FLOW
DRAINAGE FLOW
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
S IGHT T R IANG LE
10 ' BY 70 'S I GHT T R I ANGL E10' B Y 70'
DRIVEWAY
RR MIN. 30'MIN. 30'
NO ROADWAY IMPROVEMENT
COMMERCIAL DRIVEWAY WITH
NORMAL CROWN ROADWAY
6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
PIPE/TYPE/SIZE
WIDTH
CON
CR
ET
E
/ASP
HA
LT
LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER
SITE ADDRESS:TAX PARCEL #
20191115
PARALLEL END S.D. 310.02
INVERT ELEVATION
PARALLEL END S.D. 310.02
INVERT ELEVATION
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: April 24, 2025
Subject: 3001 Kitty Hawk Road - Commercial Subdivision (SUBPP-25-0022)
Comments:
Please detail how your trip generation data in the application (Section 5 Traffic Impact) was
calculated.
Please provide the total square footage of all proposed industrial buildings so the WMPO
can estimate the number of trips generated.
NCDOT Projects:
N/A
WMPO 2045 MTP Projects:
RW-26 Blue Clay Road Modernization: Includes safety road improvement plans for Blue
Clay Road between North Kerr Avenue and US 117/NC 132/North College Road. This
project is located in close proximity to the proposed site.
New Hanover County Projects:
N/A
TIA: Based on the trip generations provided in the application, a TIA is required. Please contact
Caitlin Cerza (Caitlin.Cerza@wilmingtonnc.gov), the Transportation Planning Engineer with the
WMPO to receive a TIA scoping checklist.
Hilton Bluffs – Major Subdivision – TRC Review
Page | 1
To: Copper Builders, LLC, aengebretson@paramounte-eng.com
From: Robert Farrell, Development Review Supervisor
Date: May 7, 2025 TRC Review
PID: R01700-001-004-007, R00900-001-001-000, R00900-001-002-000, R01710-001-014-000,
R01700-002-014-012, R01700-001-004-007, R01714-001-013-000
Egov# SUBPP-25-0024
Subject: Hilton Bluffs Subdivision - Preliminary Plan TRC Review
The following comments have been received for the May 7, 2025, TRC meeting. Additional comments may
be made upon further review of subsequent revisions.
Please note: following the TRC meeting, a revised preliminary plan addressing each of the items below
must be resubmitted before receiving preliminary plan approval.
Planning, Robert Farrell, rfarrell@nhcgov.com
1. General Comments
a. A previous version of this project was reviewed by the TRC for the October 2, 2024, TRC
meeting. The current project is substantially different from the previous application due
to the increase in units, site access, and layout of the project and required submittal of a
new subdivision application.
b. These TRC comments are related to the proposed 647-lot subdivision. While the applicant
has submitted a conceptual master plan for potential future phases of development, they
do not include the level of detail necessary to provide review comments. Future
development meeting the county’s application requirements at the time of submittal
must be reviewed by TRC for the remainder of the development.
c. Please separate the data related to the conceptual master plan and potential future
phases into a separate document or map from the 647-lot preliminary subdivision plan.
The proposed phasing and future development of other portions of the site are not under
review for this project. That is to include the Development Notes on C2.0.
d. All parcels listed in the application are zoned RA, Rural Agricultural.
Hilton Bluffs – Major Subdivision – TRC Review
Page | 2
e. Project is a performance residential subdivision. Performance residential developments
are not subject to the minimum lot size, minimum lot width, and front, rear, and side
setback requirements in the zoning district where they are located.
i. Section 3.2.4.D states that the maximum residential density for performance
residential development in the RA district is one (1) dwelling unit per acre.
ii. While the maximum allowed density is one (1) dwelling units per acre, the site
includes areas of Class IV soils and wetlands that may be considered marshes and
cannot be counted toward the density calculation for the site.
iii. The Density Calculation provided by the applicant indicates 5.9 acres of marsh
and 3.56 acres of Class IV soils. Please provide documentation showing the field
verification of the marsh and Class IV soil size and locations for the subdivision.
iv. The preliminary plan indicates 3,070.06 acres are proposed for conservation and
open space. See comments related to the Conservation Resource standards
below.
f. Unlike the previous 230-lot subdivision, the 647-lot subdivision under review includes the
3,070.06-acre conservation area as part of the development proposal. The proposed
conservation area is along the Cape Fear River which may trigger requirements for a
CAMA permit through the NC Division of Coastal Management. Compliance with CAMA
requirements under the Division of Coastal Management is regulated and enforced by the
state. The local government of New Hanover County does not have jurisdiction to enforce
or regulate those state requirements.
g. The project will be required to show proof of compliance with Coastal Management
CAMA requirements through an approved permit or evidence from Coastal Management
that no permit is required before any authorization to construction may be granted.
Determinations by Coastal Management could result in changes to the developable area
of the site and may require recalculation of the maximum allowed density based on those
findings.
h. The parcel ID numbers listed on C2.0 should reflect all the PINs listed in the application
for the project.
i. The RA Performance Residential Dimensional Data table on C2.0 lists “Multi-Family
Apartments” is this the correct land use? Multi-family dwellings are not permitted in the
RA zoning district.
Hilton Bluffs – Major Subdivision – TRC Review
Page | 3
j. Pending preliminary plan approval, draft covenants will be required before approval of a
final plat for each phase of development.
2. Vesting:
a. Section 3.1.3.D.8.b states developments containing more than 150 dwelling units may
request a public hearing by the Planning Board for a vesting determination.
b. If approved, the vesting would be valid for 5 years and confer the right to develop the
total number of dwelling units approved, and the general type of units in accordance with
the approved site plan.
c. Alternatively, the plans for the remaining phases can be more specific and a preliminary
plan approval issued for the entire site.
3. UDO Section 5.1, Parking and Loading
a. Single-family residential requires two (2) parking spaces per lot. C2.0 states two (2)
parking spaces will be provided per lot. Review for parking compliance will occur as each
lot submits plans for residential construction.
b. Parking for the amenity centers will be reviewed through a separate TRC process to
ensure the amenity centers are compliant with landscaping and parking requirements.
4. UDO Section 5.2, Traffic, Access and Connectivity
a. 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.
b. A completed Traffic Impact Analysis (TIA) must be approved by NCDOT and the WMPO
before full TRC approval can be granted for this project. Changes to the preliminary plan
because of TIA requirements will require the plan to be revised and reviewed. That review
would be considered a component of this project and will not require a new TRC meeting
but will require review by New Hanover County staff.
Hilton Bluffs – Major Subdivision – TRC Review
Page | 4
c. Portions of Road C, Road R, and Road T are shown as temporary fire access roads. In
coordination with the Fire Marshal’s Office the extent of those road sections that will be
kept or removed will need to be clearly indicated.
d. Staff recommend including the location of traffic calming devices on the preliminary
plans. Installation of traffic calming devices is not required, but including potential
locations on the plan ensures the future HOA / owners will have the opportunity to install
them in the future.
5. UDO Section 5.3, Tree Retention
a. A separate tree removal permit is required before any trees may be removed from the
project area. Parcels R00900-001-001-000 and R00900-001-002-000 are subject to a
Forest Management Plan. The Forest Management Plan may be used as evidence of
existing trees on site for the purpose of a tree removal permit. While not a part of the
647-lot subdivision under review, it is important to note a tree survey for the parcels
labeled “Phase 2 Future Development This Parcel Area Not Included in Density
Calculation” will be required before any trees are removed on those parcels.
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.
6. UDO Section 5.4, Landscaping and Buffering
a. Landscaping standards will apply to the amenity areas which will be reviewed through a
separate TRC submittal and meeting.
7. UDO Section 5.5, Lighting
a. Please note the county does not require streetlights.
b. While streetlights are not required, any lighting voluntarily installed on site must meet
the requirements of Section 5.5. A separate lighting plan will be required showing
compliance with that section.
c. In addition, a lighting plan is required for any amenity area and would be required in
accordance with the TRC requirements during those individual reviews.
Hilton Bluffs – Major Subdivision – TRC Review
Page | 5
8. UDO Section 5.6, Signs
a. Plans include the location of the proposed subdivision monument sign. A separate sign
permit will be required for the installation of the sign.
9. UDO Section 5.7, Conservation Resources
a. The site plan indicates 3,064.16 acres of swamp forest and pocosin conservation
resources are on the property. Table 5.7.3.A.5 states that swamp forest and pocosin
conservation resources must be conserved at a rate of 0.5 times the total acreage.
i. 3,064.16 x 0.5 = 1,532.08 acres of required conservation area.
ii. Section 5.7.4 requires Group 4 Conservation Controls which include a 25-foot
building setback from the edge of the conservation area.
b. As part of the plan set for the preliminary plan, separate from a conceptual master plan,
include a map of the full area to be conserved. In addition, please show on that map the
extent of the Class IV soils, the pocosin conservation resource underlaid with Class IV soils,
and the swamp forest conservation resource.
c. The 2003 Natural Area Inventory of New Hanover County indicates that a portion of the
dedicated open and conservation space could be considered an Animal and Plant
(Natural) Area of Special Significance conservation resource. Information will need to be
provided to the county indicating whether there are any animal or plant areas of special
significance. If they are identified on site, that acreage will need to be identified on the
plans and the 75-foot setback from the edge of the conservation resource space will need
to be incorporated into the plans.
d. As mentioned previously, the applicant will be required to provide documentation of a
CAMA permit or verification a CAMA permit is not required for the project as determined
by the NC Division of Coastal Management including compliance with endangered species
requirements.
e. Please include the method of conservation for the conservation area. Methods of
conservation are outlined in Section 5.7.3.E of the UDO. The conservation method will
require additional review by county staff before approval.
10. UDO Section 5.8, Open Space Requirements
a. The UDO requires a minimum 20% open space. The proposed 3,070.06 acres of
conservation and open space, in addition to the amenity areas in Phase 1 exceeds the
county’s open space requirements at 76.52%.
Hilton Bluffs – Major Subdivision – TRC Review
Page | 6
11. UDO Article 6, Subdivision Design and Improvements.
a. Section 6.3.3.J does not require sidewalks in the RA district. Are any bicycle or pedestrian
facilities proposed connecting the Trailhead amenity to the homes?
b. Please clarify the proposed location(s) for the mailbox kiosks for the project.
c. Block lengths do not exceed 1,000 feet in length meeting the UDO’s block length
requirement.
d. Clarification is needed about whether the Temporary Access Roads T, R and C will be
required as part of the proposed project. Staff have calculated 40 links and 26 nodes for
a link to node ratio of 1.54, which complies with the UDO minimum ratio of 1.45. That
ratio will need to be recalculated and reevaluated for compliance if the temporary roads
are required and if they will remain in the same locations.
12. UDO Article 9, Flood Damage Prevention
a. Some portions of the conservation area are in the floodplain. No floodplain requirements
apply to the areas for permanent conservation where there is no development.
b. The plans show roads crossing through the floodplain, for example Road F to Tall Oaks
Drive. Floodplain Development Permits will be required for development in the
floodplain.
c. There is an existing office trailer on site that is being reviewed separately through the
zoning, building, and floodplain permit review process.
NHC Fire Services, Ray Griswold 910-798-7448
1. A Fire hydrant plan is required
2. A fire hydrant shall be placed at all entrances to project
3. Gate details & Permits required
4. What will the size of the clubhouse be
5. Show Road details and trail details for emergency access, including surfaces, widths, etc.
6. Fire Access Road details and explanations required
7. Any bridge / water crossing details are required
8. 2nd entrance to be constructed and operable is required once you hit 100 homes being built
9. There maybe other details / issues as this project expands beyond what has been presented.
Hilton Bluffs – Major Subdivision – TRC Review
Page | 7
NHC Engineering, Galen Jamison 910-798-7072
1. A land disturbing issued by the County is required for this project. 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. Portions of this parcel qualifies for an exemption to the County’s pre and post storm attenuation
requirements should it be design in accordance with the City and County’s Low Impact Design
(LID) Manual (http://laserfiche.nhcgov.com/weblink/0/edoc/3273331/LID-Manual.pdf). Please
provide requisite documentation for compliance with LID manual and a variance request in
accordance with NHC UDO, Section 7.12 during the County stormwater permitting process. As
park’s parcel’s are developed and impervious area added, each parcel will need submit for a
County stormwater permit and meet the pre and post storm attenuation requirements unless
LID measures are proposed.
4. Any discharges made to Broadwater Branch would be subject to the County’s storm
attenuation.
5. Please contact the State for the stormwater permit requirements. It is assumed a high density
permit will be obtained.
NHC Environmental Health, Dustin Fenske 910-798-6732
1. Site plan reflects connection to public sewer. Proposed infrastructure does not violate setbacks
to surrounding properties septic systems.
2. Site plan reflects connection to public water. Proposed infrastructure does not appear to violate
setbacks to any surrounding properties drinking water wells.
3. Any proposed subdivision swimming pools must submit plans to NHC Environmental Health for
review prior to building permit approval.
Hilton Bluffs – Major Subdivision – TRC Review
Page | 8
NHC Sustainability Manager, Madelyn Wampler 910-798-7175
1. As noted in the planning comments related to conservation resources, UDO Section 5.7.2.A
includes “Animal and Plant Natural Areas of Special Significance” as a recognized conservation
resource category. The 2003 Natural Area Inventory and updated data from the NC Natural
Heritage Program (NCNHP) (https://www.ncnhp.org) indicate that the site includes a portion of
a Significant Natural Heritage Area with ratings of R1 (Exceptional) and C1 (Exceptional)—the
highest conservation priority in the state. These ratings reflect the presence of rare species and
natural communities, including protected plants and animals.
2. To assist with identifying and mapping these areas in accordance with the planning staff
recommendation, the developer is encouraged to consult the NC Natural Heritage Data Explorer
at https://ncnhde.natureserve.org. An account can be created to access mapped data, or a
report can be requested directly from NCNHP staff.
3. As this is very early in the process, this mapping will be extremely important in determining
conservation requirements and next steps, and to ensure the project is taking all environmental
and natural resources considerations into account.
NHC Addressing, McCabe Watson 910-798-7068
1. Please contact me with street name proposals prior to TRC approval.
2. Please contact me for address assignments following TRC approval.
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
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 and sewer available via mainline extensions; pump station will also be installed.
5. CFPUA staff is providing data to the engineers to determine capacity for phase build out.
Hilton Bluffs – Major Subdivision – TRC Review
Page | 9
NCDOT, Nick Drees 910-343-3915
1. See attached.
WMPO, Caitlin Cerza 910-473-5130
1. See attached.
Army Corps of Engineers, Brad Shaver 910-251-4611
1. The Corps has verified the first 320 acres, but this plan encompasses property the Corps has not
verified to date. It does appear that a permit may be triggered based on the information provided.
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: April 15, 2025
Subject: Hilton Bluff – Sledge Road
________________________________________________________________________
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
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.
x 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).
x 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 TIA is under review, once it is approved additional comments will be provided by
NCDOT.
Refer to the NCDOT Roadway Design Manual for help with the design of any required
roadway improvements.
Site Plan Comments:
Include/update the NCDOT Standard Drawings (2024) that are applicable to the
development.
Sight Triangles and Sight Distance:
x Show and label the 10’ X 70’ NCDOT sight triangles.
o No obstructions shall be placed within the NCDOT sight triangles.
x Show and label the stopping sight distance.
o No obstructions shall be placed within the stopping sight distance.
Identification Signing and Landscaping:
x 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.
x 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.”
x 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.
Show and label all gates with distances to the right of way line.
Label the radii for the driveway proposed driveway/driveways.
x A radius encroachment letter will be required if the radius of the proposed
driveway crosses the adjoining property line.
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
x Make sure to accommodate the largest proposed vehicle.
x Provide auto turn templates for the largest proposed vehicles.
Label the internal protection stem length for the proposed driveway connection.
x Measured from the right-of-way line.
You can coordinate with the district office with any questions 910-398-9100.
HILTON BLUFFS
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 COMMENCEMENT
OF 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
SHEET INDEX
MARCH 17, 2025
C-0.0 COVER SHEET
APPROVALS:CONSULTANTS:
LANDSCAPE ARCHITECT:
TRC RESUBMITTAL
PROJECT # 23355.PE
APPLICANT:
ENGINEER /
SURVEYOR :
PREPARED BY:
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HILTON BLUFFS
SHEET NUMBER SHEET TITLE
MASTER PLAN
SEPTEMBER 2024
DEVELOPER
PRELIMINARY PLAN / MAJOR SUBDIVISION
CASTLE HAYNE ROAD
EXISTING CONDITIONSEX-1
VICINITY MAP
NOT TO SCALE NORTH
140
SITE
HERMITAGE RD
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SITE PLANSC-2.0 - C-2.3
RESUBMITTAL MARCH 2025
24' DRIVE AISLE18' PARKING STALL 18' PARKING STALL
FINISHED GRADE
1.5'1.5'
6"6"
24" CURB GUTTER
STD.ASPHALTPAVEMENT
1.0% 1.0%
5' CONCRETESIDEWALK;SEE PLAN FORLOCATIONS
APPLIES TO AMENITY PARKING
20' ON WAY OR 24' TWO WAY
DRIVEWAY1/4" PER FT
MODIFIED VALLEY CURB
1'
6"-B25.0B BASE
1/4" PER FT
6" STONEUNDER CURBING
1.5"-SF9.5A SURFACE
5'1'
1'1'
PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILSDATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVINGSECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THEAVAILABILITY OF SOILS DATA.
SLOPES= 3:1
24' PRIVATE ROAD
1/2" PER FT1/4" PER FT
MODIFIED VALLEY CURB
1'
50' PRIVATE R/W
6"-B25.0B BASE
1/4" PER FT
6" STONEUNDER CURBING
1.5"-SF9.5A SURFACE
7'12'5'1'
1'1'
PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILSDATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVINGSECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THEAVAILABILITY OF SOILS DATA.
SLOPES= 3:1
VARIES
1/2" PER FT1/4" PER FT
MODIFIED VALLEY CURB
SLOPES= 3:1
1'
VARIABLE WIDTH PRIVATE R/W
6"-B25.0B BASE
1/4" PER FT
6" STONEUNDER CURBING1.5"-SF9.5A SURFACE
VARIES VARIES1'
1'1'
PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILSDATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVINGSECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THEAVAILABILITY OF SOILS DATA.
5' WIDE SIDEWALK
VARIES 11'11'
6" STANDARD CURBFOR MEDIAN
2'2'
DRIVEWAY
5' SIDEWALK; SEEPLAN FORLOCATION
5'SIDEWALK;SEE PLANFORLOCATION
1/4" PER FT
11'
26' COLLECTOR ROAD
GEOGRID OR GRAVEL ROAD BASECONSTRUCTED TO HANDLE EMERGENCYVEHICLES UP TO 86,000 LBS
SUBGRADE, MINIMAL COMPACTION
GEOTEXTILE FABRIC
NOTE: THE NEWLY CONSTRUCTED PORTION OFSECONDARY ACCESS ROAD THROUGH WOODEDAREA COULD BE GEOGRID WITH GRAVEL
TOP WITH SOIL AND SOD TO MAKEREINFORCED ROAD EDGE BLEND INTOLANDSCAPE; MARKINGS TO INDICATEROAD LOCATION TO BE APPROVED BYNHC FIRE MARSHAL'S OFFICE PRIOR TOINSTALLATION
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20' DRAINAGE EASEMENT 30' DRAINAGE EASEMENT
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57 5859 60 61 62 63 64 6566 67 68 69 70
71727374757677787980
818283848586
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91 92 93 94
95 96 97 98 99100
101102103104105106107108109110111112
113
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134135136137138139
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VICINITY MAP
NOT TO SCALE NORTH
140
SITE
HERMITAGE RD
PARKING REQUIREMENTSALL SINGLE FAMILY RESIDENTIAL LOTS WILL HAVE ON LOT PARKING FOR 2 OR MORE CARS
TRAILHEAD VILLAGE - WECLOME CENTER PARKINGTOTAL REQUIRED: NO REQUIREMENTS SPECIFIEC IN UDOTOTAL PROVIDED:92 SPACES
PRIMARY AMENITY - PHASE 1:TOTAL REQUIRED:NO REQUIREMENTS SPECIFIED IN UDOTOTAL PROVIDED:230 SPACES
RA PERFORMANCE RESIDENTIAL DIMENSIONAL DATA:SITE DIMENSIONS PER PERFORMANCE RESIDENTIAL STANDARDSMULTI-FAMILY APARTMENTS REQUIRED PER RA ZONING DISTRICTPERIMETER SETBACK: 20' MIN; ALL LOCATIONS WILL EXCEED THIS BUFFERBUILDING HEIGHT MAXIMUM: 40' HT MAX.BUILDING SEPARATION 10' MIN.FRONT SETBACK: 5' MINSIDE SETBACK: 5' MINREAR SETBACK: 10' MIN.
LANDSCAPING & BUFFERING NOTES1. STREETYARDS SHALL BE PROVIDED ALONG CASTLE HAYNE ROAD THE NEW HANOVER COUNTYUDO2. THE SITE IS SURROUNDED BY WATER AND WETLANDS ON 3 SIDES OF THE PROPERTY.VEGETATION WILL REMAIN IN THESE AREAS WITH SELECTIVE CLEARING TO REMOVE DEAD/DYINGMATERIAL AND MAINTAIN VIEW CORRIDOR TO CREEKS AND RIVER AS WELL AS PROMOTE WATERACCESS WHERE POSSIBLE.3. BUFFERS TO EXISTING RESIDENTIAL AREAS WILL FAR EXCEED MINIMUM AMOUNT REQUIRED. THEWIDTH VARIED, BUT WILL INCORPORATE EXISTING VEGETATION AND ENHANCED LANDSCAPE ASNEEDED.SIDEWALKS1. SIDEWALKS SHALL BE PROVIDED IN ACCORDANCE WITH THE NEW HANOVER COUNTY UDO. ALLPROJECT ROADS IN RIGHTS OF WAY SHALL HAVE A 5' WIDE SIDEWALK, MINIMUM, ON ONE SIDE OF THEROAD.
WASTE DISPOSALWASTE DISPOSAL WILL BE INDIVIDUAL CARTS AT RESIDENCES EXCEPT DUMPSTERS AT AMENITY CAMPUS..THIS LOCATION HAS BEEN NOTED ON THE PLAN. ALL TRASH-HANDLING AND RELATED EQUIPMENT SHALLBE COMPLETELY ENCLOSED AND SCREENED WITH AN OPAQUE FENCE OR WALL. THE ENCLOSURE SHALLBE AT LEAST ONE (1) FOOT TALLER THAN THE HIGHEST POINT OF THE TRASH RECEPTACLE.DEVELOPMENT NOTES:1. REFER TO DEVELOPMENT'S MASTER PLAN FOR FULL PHASING INFORMATION.
2. PHASE 1 INCLUDES 5 NEIGHBORHOOD SECTIONS, THE MAIN AMENITY CAMPUS, MODEL HOMES, SALES CENTER.
3. CONSTRUCTION PHASING WILL BE ALIGNED WITH PENDING PHASED TIA WITH NO MORE THAN 100 HOMES PROPOSED FORCONSTRUCTION PRIOR TO A SECONDARY ACCESS ROAD BEING INSTALLED. DEVELOPER WILL WORK WITH NHC FIREMARSHAL'S OFFICE TO FURTHER IDENTIFY TIMING AND CONSTRUCTION OF ENTRANCE ROAD.
4. ALL PROJECT ROADS WILL BE PRIVATE, BUILT TO NEW HANOVER COUNTY PRIVATE ROAD STANDARDS UNLESS OTHERWISENOTED.
5. SOME NEIGHBORHOODS MAY BE GATED. ALL WILL BE EQUIPPED WITH SIREN ACTIVATED OR KNOX BOX/LOCK EQUIPMENTAND WILL BE APPROVED BY NHC FIRE STAFF PRIOR TO INSTALLATION.
6. ALL FUTURE PHASES OF DEVELOPMENT WILL BE SUBMITTED FOR REVIEW AND PERMITTING.
7. MASTER DECLARATIONS AND COVENANTS WILL BE DEVELOPED AND FILED WITH NHC.
8. AMENITY CAMPUS WILL BE PHASED WITH THE PRIMARY CLUBHOUSE AND SALES OFFICE DEVELOPED IN THIS FIRST PHASE OFDEVELOPMENT.
9. ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH SECTION 5.6 OF THE UDO.
10. ALL EXTERIOR LIGHTING SHALL COMPLY WITH SECTION 5.5 OF THE UDO.
11. A TRAFFIC IMPACT ANALYSIS IS IN PROGRESS AND ALL NCDOT/ WMPO APPROVED TRAFFIC IMPROVEMENTS WILL BEINSTALLED BY THE DEVELOPER IN THE SEQUENCE DETERMINED BY THE FINAL TIA APPROVAL.
12. THE SITE'S UPLANDS ARE IN FORESTRY MANAGEMENT BY PREVIOUS OWNER. AS SUCH, NO SPECIMEN TREES WERE FOUNDIN PROPOSED DEVELOPMENT UPLAND AREAS; ALL OTHER TREES IN WETLAND CONSERVATION AREAS WILL BE PRESERVED..A TREE REMOVAL PERMIT WILL BE SUBMITTED FOR ANY SIGNIFICANT/REGULATED TRESS REQUIRING REMOVAL ORMITIGATION.
13. CFPUA TO SUPPLY WATER AND SEWER. DEVELOPER TO CONSTRUCT UTILITY EXTENSIONS TO SERVE PROPERTY.
14. 20' MINIMUM EASEMENTS WILL BE PLACED ON STORMWATER INFRASTRUCTURE. EASEMENTS WILL BE DESIGNED INACCORDANCE WITH NHC ENGINEERING REQUIREMENTS.
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WATER LINE
SETBACKS
EASEMENTS
W W W
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SANITARY SEWER MANHOLE
FIRE HYDRANT ASSEMBLY
LEGEND
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SANITARY SEWERSSSS
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SITE DATA:TOTAL GROSS SITE ACREAGE:± 4,038.98 AC
WETLANDSTOTAL WETLANDS WITHIN PROPERTY BOUNDARY: ± 3,080.0 ACiNCL: TOTAL SWAMP FOREST / POCOSIN WETLANDS: ± 3064.16 ACTOTAL MARSH WETLANDS: ± 5.9 ACOTHER 404 WETLANDS: ± 9.94 AC
CONSERVATION RESOURCE PRESERVATION REQUIREMENTS:SWAMP FOREST & POCOSIN = + 3064.16 X 0.5 = + 1532.08 AC CONSERVEDMARSH = + 5.9 AC X 0.8 = + 4.72 AC CONSERVEDTOTAL CONSERVATION RESOURCE PRESERVATION REQUIRED:± 3,068.88 ACTOTAL PERFORMANCE RESIDENTIAL CONSERVATION AREA PRESERVATION REQUIRED: ± 3,070.06 ACTOTAL CONSERVATION AREA PROVIDED :± 3,070.06 AC MIN.
CLASS IV SOILSTOTAL POTENTIAL CLASS IV SOILS OUTSIDE OF WETLANDS: ± 3.56 AC(PENDING SITE SPECIFIC SOILS ANALYSIS)
ALLOWABLE DENSITYTOTAL NET SITE ACREAGE (4038.98 AC - 5.9 AC MARSH - 3.56 AC CLASS IV SOIL): ± 4,029.52 ACTOTAL ALLOWABLE DENSITY (1 DU / NET AC): 4,029 UNITS MAX.
OPEN SPACEPERFORMANCE RESIDENTIAL TOTAL REQUIRED OPEN SPACE: 807.80 AC (20% MIN.)PROPOSED OPEN SPACE:3,070.06 WETLAND CONSERVATION + 20.76 AC AMENITY CAMPUS = ± 3,090.82 AC MIN. OPEN SPACE (76.52% MIN.)
SITE OWNERSHIP INFORMATIONPROJECT LOCATION:SLEDGE ROAD AT CASTLE HAYNE ROADCASTLE HAYNE, NC 28429
PROPERTY OWNERS:SJM HILTON, LLC BFM HILTON, LLC ESW HILTON, LLC DSF HILTON, LLC JFM HILTON, LLC
PARCEL PINS & DEED BK: R00900-001-001-000 (23.01 AC)R00900-001-002-000 (23.01 AC)D.B. 6486, PG. 1782
ZONING, FLOOD ZONE & WETLAND INFORMATIONCURRENT ZONING:RA PROPOSED USE:RESIDENTIALFUTURE LAND USE CLASSIFICATION: COMMUNITY MIXED USE, RURAL RESIDENTIAL, CONSERVATION
FLOOD INFORMATION:PORTIONS OF THE SUBJECT PARCELS ARE LOCATED IN ZONE AE 8 BFE AND ZONE X– MINIMAL FLOOD RISK – AS SHOWN BY FEMA MAP NUMBERS 3720320200L,3720321200L, 3720320100L, 3720322200L BEARING AN EFFECTIVE DATE OF JANUARY17, 2025 AND 3720321100K, 3720322100K BEARING AN EFFECTIVE DATE OF AUGUST28,2018.
WETLAND: INFORMATION:A WETLAND DELINEATION PREPARED BY SEGI ENGINEERING AND IS IN THE REVIEWPROCESS.
N O R T HSCALE: 1"=300'
0 150 300 600 1200
GRAPHIC SCALE
PHASE DATA:TOTAL PHASE 1 SINGLE FAMILY UNITS :647 LOTS PROPOSEDTOTAL PHASE 1 NET DEVELOPMENT AREA(EXCLUDING WETLANDS):295.19 AC UPLANDSTOTAL PHASE 1 LOT DEVELOPMENT AREA: 217.93 AC UPLANDSTOTAL DENSITY FOR PHASE 1 AREA:2.97 ACALL PHASE 1 LOTS ARE 130' DEEP; SEE PHASE LOT CALCULATIONS CHART FOR WIDTHS
SECONDARYACCESS ROAD;THIS PARCEL AREANOT INCLUDED INDENSITYCALCULATION
FUTUREAMENITYAREA
PRIMARY AMENITYPHASE 1 AREA ± 16 AC;INCLUDES INDOOR &OUTDOOR POOL,CLUBHOUSE, INDOOR &OUTDOOR FITNESS,TERRACED DECKS /OVERLOOKS
AE FLOOD ZONE
SHADED X FLOOD ZONE
COUNTY'S COD 25' SETBACK FROMSWAMP FOREST WETLANDS, TYP.
WETLAND LINE, TYP.
DEVELOPMENT AREASECTIONS, TYP.
TEMPORARY FIRE ACCESS ROAD IFNEEDED THIS PHASE; COMPLETEROAD SECTION TO BECONSTRUCTED WITH FUTUREPHASES OF DEVELOPMENT
TEMPORARY FIRE ACCESSROAD IF NEEDED THISPHASE; COMPLETE ROADSECTION TO BECONSTRUCTED WITHFUTURE PHASES OFDEVELOPMENT
PICKLEBALL & TENNISCOURTS WITH 47PARKING SPACES
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SECONDARY ACCESS ROAD CONNECTING TO DEKKER RD; SIREN OR KNOXBOX GATED ROAD FOR EMERGENCY ACCESS ONLY; DEVELOPER TO WORKWITH COUNTY FIRE MARSHAL TO DESIGN TO COUNTY AND STATESTANDARDS; SEE DETAIL SHEET C-2.0; SECONDARY ACCESS WILL BECOORDINATED WITH NHC PLANNING, FIRE/EMS, & NCDOT TO DETERMINEWHEN SECONDARY ACCESS NEEDED & IN WHICH LOCATION
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SECONDARY ACCESS ROAD CONNECTING TO DEKKER RD; SIREN OR KNOX BOX GATED ROADFOR EMERGENCY ACCESS ONLY; DEVELOPER TO WORK WITH COUNTY FIRE MARSHAL TODESIGN TO COUNTY AND STATE STANDARDS; SEE DETAIL SHEET C-2.0; SECONDARY ACCESSWILL BE COORDINATED WITH NHC PLANNING, FIRE/EMS, & NCDOT TO DETERMINE WHENSECONDARY ACCESS NEEDED & IN WHICH LOCATION
N O R T H
EXISTING SLEDGE ROAD TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCEWITH PENDING TIA REQUIREMENTS. FINAL ROAD DESIGN WILL BE REVIEWED ANDAPPROVED BY NCDOT
EXISTING EASEMENT FOR EXISTING SLEDGE ROAD
ENTRY MONUMENT STRUCTURE & SIGN WITH LANDSCAPESURROUNDING; PERMITTED SEPARATELY
SLEDGE ROAD REALIGNED WITHIN A NATURAL & LANDSCAPED CORRIDOR
PRIMARY COMMUNITY ACCESS - SLEDGE ROAD AT CASTLE HAYNE ROAD
SCALE: 1" = 60'
ENTRY MONUMENT STRUCTURE & SIGN WITH LANDSCAPESURROUNDING; PERMITTED SEPARATELY
UTILITY EXTENSIONS ANTICIPATED THESE LOCATIONS; PENDING CFPUAREVIEW AND COORDINATION
PRELIMINARY DESIGN FOR SITE MAIN ENTRANCE INCLUDES FULLMOVEMENT INGRESS, DEDICATED LEFT & RIGHT TURN LANES; TIAAPPROVAL WILL DICTATE FINAL DESIGN REQUIREMENTS AND NCDOTWILL REVIEW AND APPROVAL DRIVEWAY DESIGN
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STREETLIGHT, TYP.
FUTUREDEVELOPMENTSECTION LINE;SEE MASTER PLANFOR DETAILS
LANDSCAPE BUFFER &TRAIL AREA BETWEEN ROWAND PROPERTY LINE
SHARED PROPERTY LINEWITH GE
WETLANDS ALONG EXISTING CREEK
DEVELOPMENT SECTION LINE, TYP.
EXISTING OLD POWERLINEEASEMENT TO BE ABANDONED
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N O R T HSCALE: 1"=200'
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STORMWATER FACILITY, TYP.
EXISTING DITCH, TYP.
EXISTING EASEMENT FOR EXISTING SLEDGE ROAD
PHASE 1 TRAILHEAD VILLAGE - WELCOME CENTERCAMPUS INCLUDING SALES CENTER & ASSOCIATEDCOMMUNITY AMENITIES AND PARKING
PHASE 2 FUTURE DEVELOPMENT;THIS PARCEL AREA NOT INCLUDED IN DENSITY CALCULATION
REQUIRED 20' MIN. BUFFER, TYP.
TRAILHEAD4 TRA
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PHASE 2 FUTURE DEVELOPMENT;THIS PARCEL AREA NOT INCLUDED IN DENSITY CALCULATION
24
WATER LINE
SETBACKS
EASEMENTS
W W W
BUILDING HATCH
SANITARY SEWER MANHOLE
FIRE HYDRANT ASSEMBLY
LEGEND
STREETLIGHT
SANITARY SEWERSSSS
LOT LINE
EXISTING CONTOUR LINE
RIGHT-OF-WAY LINE
PHASE/SECTION LINES
PROPERTY LINE
FORCE MAINFMFM
WATER LINE EXTENSION TO BE COORDINATED WITH NCDOT AND CFPUA
SEWER LINE EXTENSION TO BE COORDINATED WITH NCDOT AND CFPUA
NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________
Applicant Checklist NCDOT Checklist
Driveway Application Process and Site Plan Requirements
ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND
DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE
APPLICATION TO THE APPLICANT FOR REVISION.
***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS***
Electronic Pre-Submittals
In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to
identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all
other required documents.
All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx
In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction.
Online resources:
•NCDOT Policy on Street and Driveway Access to North Carolina Highways:
https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an
d%20Driveway%20Access.pdf
•NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way:
https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx
•Electronic Forms Database:
https://connect.ncdot.gov/Pages/default.aspx
1)
a.Cover Letter
Include contact information for applicant and engineer, including email address, mailing address, and phone
number. Include the parcel number(s), description of all phases of the development and future land uses to be
served by the permit, and a description of the adjoining land owned or controlled by the applicant.
b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below)
https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc
c.$50.00 Inspection Fee Per Access Point
Attach to Permit Application form (not applicable for municipalities, churches, and schools)
d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc
e.Verification of Compliance with Environmental Regulations (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf
f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional
site plan requirement details can be found in section 2 of this document.
g.Design Plan Requirements for projects involving roadway improvements
If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information
Y N n/a
Engineering Studies
The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined
herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local
government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs
that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses
(TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina
licensed Professional Engineer.
Section 1: Requi
red Documents
|Required documents to accompany all Initial Driveway Application Submittals
Please note that these are the minimum requirements of all driveway permit applications.
All required documentation shall be submitted through the online portal as PDF files, with the exception of the
Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501
Barbados Blvd, Castle Hayne, NC 28429.
If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there
may be additional submittal materials required.
State of North Carolina | Department of Transportation | Division 3 | District 3
5501 Barbados Blvd, Castle Hayne, NC 28429
Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________
Y N n/a
Section 1: Required Documents (continued)
2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL
a.Site Plans
One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement
details can be found in section 2 of this document.
b.Performance and Indemnity Bond Information/Forms
See last page of document for bond information and forms
c.Performance and Indemnity Bond Amount
100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by
the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities,
churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway
Rights of Way for acceptable bond types
d.Radius Encroachment Letter (if applicable)
If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required
e.Hold Harmless Letter (if applicable)
If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will
be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit
Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below
Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways
1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown
2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable
3)Contact information of applicant and engineer, including mailing address, phone number, and email address
4)Show R/W lines, highway control of access, and property lines
5)All existing utilities (including handholes) and easements
6)R/W width
7)Existing posted speed limit(s) and design speed limit(s)
8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of
the property lines of the proposed development
9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any
other relevant transportation facilities in the development area
10)Include a plan sheet showing full site build-out and land use
11)Buildings shown with “gross leasable area”
12)Width of property frontage
13)Distance from R/W to buildings and gasoline service islands
14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34)
15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc.
Section 3: Driveway Plan Requirements
|
All driveway plans shall include and show, at a minimum, the items listed below
1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all
directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm
water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance.
2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways
3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77)
4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required
shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum
5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51)
In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached)
In shoulder sections, show grades at the EOP and centerline
6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31)
7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90°
allowed for right-in/right-out on a case-by-case basis) (page 51)
8)Driveway Profile (pages 42- 43)
Y N n/a Y N n/a
□□ □□ □ □
Y N n/a Y N n/a
Y N n/a Y N n/a
Section 3: Driveway Plan Requirements (continued)
9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W)
Asphalt: 8” ABC stone and 1.5” S9.5B
Concrete: 6” of concrete
10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’
11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std.
12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31)
13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29)
14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41)
15)Distance between driveways being requested (if applicable; page 51)
16)Minimum internal storage areas with specified queues (pages 31-33)
17)Minimum protected driveway stem(s) provided and indicated (pages 33-34)
18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required
|
Section 6: Roadway Plan Requirements
If off-site improvements are required, roadway plans shall show, at a minimum, the items below
1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway)
2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders)
Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below
•Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000
5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C
•Secondary Routes with AADT<10,000
5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B
3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary
The grinding of pavement markings will not be allowed
4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum
5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter
6)Indicate existing roadway grade
7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78)
8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79)
See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details
9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services
10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location
11)New and/or revised signal plans must be included for new installations and if signal modifications are required
All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic
Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200.
|
Section 4: Drainag e Requirements
All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below
Section 5: Internal Circ ulation Requirements
|All internal circulation details shall adhere to, at a minimum, the items listed below
1)Interior driveway channelization stems
Minimum 100’ from the ROW or at the discretion of the District Engineer
2)Traffic flow pattern
3)Traffic control devices
4)Pavement Markings
Y N n/a Y N n /a
Y N n/a Y N n/a
Y N n/a Y N n/a
Y N n/a Y N n/a
1)Pipe Cover Minimums (measured from top of pipe to subgrade)
High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12”
2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2)
Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and
310.04 of the Roadway Standard Drawings for details
Pipes >30" on multilane highways posted above 45mph require guardrail
Pipes ≥36" require an endwall on the inlet end
3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently
dedicated drainage easement will be required to accommodate the proposed project drainage
4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements)
5)Provide spot elevations along frontage of driveway (at EOP and centerline)
6)Provide grades and spot elevations for existing and proposed ditches
7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted)
C/L
EOTEOP
P/L
R/WR/W
R/W
EOP
EOP
EOP
EOP
NTS
R/W
P/L
DRAINAGE FLOW
DRAINAGE FLOW
DRAINAGE FLOW
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
S IGHT T R IANG LE
10 ' BY 70 'S I GHT T R I ANGL E10' B Y 70'
DRIVEWAY
RR MIN. 30'MIN. 30'
NO ROADWAY IMPROVEMENT
COMMERCIAL DRIVEWAY WITH
NORMAL CROWN ROADWAY
6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
PIPE/TYPE/SIZE
WIDTH
CON
CR
ET
E
/ASP
HA
LT
LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER
SITE ADDRESS:TAX PARCEL #
20191115
PARALLEL END S.D. 310.02
INVERT ELEVATION
PARALLEL END S.D. 310.02
INVERT ELEVATION
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: 4/24/2025
Subject: Hilton Bluffs Subdivision – SUBPP-25-0024
Comments:
A TIA scope approval was issued by the WMPO on November 26, 2025. Step 1A
documents for the TIA were submitted on February 5, 2025 and were approved March 6.
2025. A TIA has not been submitted for review as of April 24, 2025.
NCDOT Projects:
U-5863: NC 133/Castle Hayne Road widening from I-140/US 17 bypass to SR
1310/Division Drive. This project is currently in development and construction is not yet
scheduled.
I-6037: Pavement and bridge rehabilitation on I-140 from US 421 to I-40 schedule for
construction in 2028 and will occur within a mile of the site location.
WMPO 2045 Projects: N/A
New Hanover County: N/A
TIA: The TIA is currently in process. All improvements outlined in the approved TIA will be required.
Please reach out to Caitlin Cerza (Caitlin.Cerza@wilmingtonnc.gov) if any questions arise related
to the TIA.
Sheetz – 803 S Seabreeze Rd – TRC Review
Page | 1
To: SOCOL, LLC
Patrick Barbeau, Timmons Group
From: Zach Dickerson, Senior Planner
Date: May 7, 2025 TRC
PID#: R08514-003-006-000
Egov# SITECN-24-000072
Subject: 803 S Seabreeze Rd – Project Name - TRC Review
The following comments have been received for the May 7, 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, Zach Dickerson 910-798-7450
1. General Comments
a. Zoning is (CZD) Community Business, Rezoning case Z23-23.
b. Though the rezoning was for the larger development, we do ask that any projects that are
part of a rezoning have the conditions listed on the site plan. Please list out the following
conditions on the site plan. These can be in an appendix or in a table on the plan:
i. Specified excluded uses will include electronic gaming, outdoor recreation,
commercial parking lot, car wash, vehicle rentals, minor vehicle service
station, artisan manufacturing, commercial recycling facility, animal shelter,
kennel, hotel / motel, event center, indoor recreation, funeral services,
micro-brewery, and micro-distillery.
ii. Exterior lighting, including luminaries, including security lighting, for
nonresidential, multi-family, and mixed-use developments adjacent to
single family residential subdivisions shall be full cut-off fixtures that are
directed downward in compliance with Figure 5.5.4.C Full Cut-off Fixtures of
the Unified Development Ordinance. In no case shall lighting be directed at
or above a horizontal plane through the lighting fixture.
Sheetz – 803 S Seabreeze Rd – TRC Review
Page | 2
iii. A connection to a public or private water and sewer utility provider is
required. Private wells and septic systems are not permitted.
iv. If a convenience store with fuel stations is developed on this site, it must be
developed adjacent to Carolina Beach Road. Other uses in the Conditional
District not specifically excluded in Condition #1 may be permitted adjacent
to Carolina Beach Road or to the rear of the project.
v. Buildings on the east side of the internal drive shown on the concept plan
shall be limited to 2 stories or 35 feet.
vi. Sidewalks will be extended along the entire frontage of North and South
Seabreeze Road.
vii. An additional 5 feet of vegetative buffer width will be added to the applicant
selected Type A opaque buffer option along the southeastern property line.
c. For condition iii above, please provide a letter of commitment from AQUA if
available.
2. UDO Section 5.1, Parking and Loading
a. Convenience Stores require 2.5 parking spaces / 1,000 square feet
b. 6.139 square feet * 2.5 = 15 parking spaces required
c. Site plan shows 38 parking spaces provided on site
d. Please note that because more than 25 parking spaces are provided, this site will require
20% of the required parking (15 * 20% = 3 parking spaces) to be EV-capable spaces. Please
refer to UDO Section 5.1.2.D for EV Parking details
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. Are there any planned pedestrian connections/crosswalks within this development? If so,
please note them on the site plan. Staff understands that this is just one part of a larger
development, so that question may not be answerable at this point.
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.
b. Staff is working with the landowner on tree removal and mitigation.
Sheetz – 803 S Seabreeze Rd – TRC Review
Page | 3
5. UDO Section 5.4, Landscaping and Buffering
a. 5.4.2.B requires 15 trees to be planted or retained per acre disturbed. 2.3 acres disturbed
* 15 = 35 trees.
i. I noticed that the landscape plan notes that there are 15 trees planted by LL- how
recent was this? And what species of tree are they?
ii. Other tree plantings look good, thanks!
b. Transitional Buffer:
i. Transitional buffer not required because the Sheetz will abut either roads or other
commercial development within the (CZD) CB site.
c. Dumpster screening looks fine.
d. Parking Lot Landscaping:
i. Parking lot perimeter landscaping calculations and plantings look good.
ii. Parking lot interior landscaping looks good.
e. Street Yard:
i. Street yard in the CB district requires 18 square feet for every linear foot of street
yard frontage.
ii. This site abuts both Carolina Beach Road and S Seabreeze Road. Where sites have
two road frontages, the secondary road frontage (in this case S Seabreeze Road),
can be 50% of the street yard area.
f. Foundation Plantings:
i. Foundation plantings look good.
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. Please note the rezoning condition about lighting above.
c. Is there any lighting proposed for the Sheetz?
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.
b. Please note UDO Section 5.6.2.J.4.a.4, Signs on Carolina Beach Road: Freestanding signs
along Carolina Beach Road shall comply with the provisions of this section (5.6.2.J) except
that only one freestanding ground sign not to exceed six feet in height and a maximum
surface area of 150 square feet is permitted.
8. UDO Section 5.7, Conservation Resources
a. The New Hanover County Conservation Resource map shows that there is some Pocosin
Conservation Resource on the larger rezoned parcel, but not on the specific portion of
the site where the Sheetz is being built.
Sheetz – 803 S Seabreeze Rd – TRC Review
Page | 4
b. However, there are no Class IV soils on the site, so the Pocosin Conservation Resource
standards do not apply to this or the larger site.
9. UDO Article 9, Flood Damage Prevention
a. The portion of this property where the Sheetz is proposed is in the 500-year floodplain.
Floodplain standards do not apply unless the property is in an AE (100-year floodplain) or
higher risk zone.
NHC Fire Services, David Stone 910-798-7458
1. The complete TRC/Site plans comments from New Hanover County Fire staff shall be submitted
along with the building plans for review to New Hanover County Building Safety. This shall include
the complete set of civil plans. Failure to submit the comments or complete set of civil plans will
result in a resubmittal for review for verification of compliance.
2. Any plan involving an underground storage tank (UST) shall include an engineered plan complying
with the NCFC Chapter 23, 57 and NFPA 30 for Underground Storage Tank Cover requirements.
This plan shall also show all vent lines.
3. Per NCFC 507.1, Provide an Engineered fire flow analysis report in accordance with the fire code
and Appendix B to include pertinent information. A fire flow test shall be conducted in accordance
with NFPA 291 and NCFC 507.4.
4. Fire apparatus access roads are required at time of construction. They are to be capable of
handling the weight of fire apparatus and be passable in all weather conditions. Fire apparatus
access roads are to be a minimum of 20 feet wide (Chapter 5), unless there are fire hydrants
installed along the roadway then minimum is 26 feet wide (Appendix D). The fire code official may
increase this width as necessary based on potential for fire apparatus response. Dead end roads
greater than 150 feet in length shall require an approved means for fire apparatus to turn around
(Chapter 5 and Appendix D). Fire apparatus access roads shall provide a clear vertical clearance of
14 feet including trees, canopies, bridges, etc. (Chapter 5 requirement is 13 feet 6 inches, however
AHJ requires 14 feet based on local apparatus).
5. Premises identification is required. Address and or unit numbers are required on the street side
as well as unit identification on rear access doors. Letters and Numbers shall not be less than 6
inches tall and ¾ inches wide; must be weather resistant and contrasting in color to their
background. (Chapter 5). Buildings constructed under the 2018 code shall require additional
signage per Appendix J.
6. Rooms containing controls for HVAC, fire sprinkler risers, fire alarm control panels, or other fire
detection/protection equipment must be identified with signage (Chapter 5).
7. Fire Hydrants
a. All fire hydrants shall have a 5 ¼ inch barrel, a 5 ¼ inch valve opening, two 2 ½ inch NST
side discharges and a 5-inch pumper nozzle with a 5-inch STORZ connection. Further information
on the technical specifications is available from the fire code official or Cape Fear Public Utility
Authority.
b. All fire hydrants shall be installed so they are visible from the fire apparatus access road
with unobstructed access and a clear space no less than 36 inches in all directions. They shall be
Sheetz – 803 S Seabreeze Rd – TRC Review
Page | 5
protected from vehicle impact by curbing, guard posts or other means approved by the fire code
official. They shall be oriented with the large discharge facing the nearest street. All discharges
shall meet the NFPA requirements for distance above grade.
NHC Soil & Water Conservation, Dru Harrison 910-798-7138
1. See attachment
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 minor modification to
Seabreeze Village State stormwater permit is anticipated.
4. An approved partial designer’s completion certification for Seabreeze Village will be required prior
to initiating construction for this project. Note, the village has yet to receive a County stormwater
permit.
5. The O&M responsibilities demarc from the Village SCM and storm sewer system to the Sheetz
system will need to be identified prior to obtaining a permit.
NHC Environmental Health, Dustin Fenske 910-798-6732
1. Site plan reflects connection to public sewer. Septic tank on site, from old structure, must be
pumped, crushed and filled. Infrastructure does not violate setbacks to surrounding septic
systems.
2. Site plan reflects connection to public water. Permits from 1983 reflect connection to a private
drinking water well. Must attempt to find old well head and properly abandon this well head
(by a Certified Well Driller) if not already abandoned. Proposed infrastructure does not violate
setbacks to surrounding wells.
3. Food Service within this facility must have plans reviewed by the NC Environmental Health Plan
Review Unit. This must be approved prior to building permit approval.
Sheetz – 803 S Seabreeze Rd – TRC Review
Page | 6
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
1. There is no CFPUA water or sewer available for this parcel. AQUA will provide services.
NCDOT, Nick Drees 910-343-3915
1. See attachment.
WMPO, Caitlin Cerza 910-473-5130
1. See attachment.
Army Corps of Engineers, Brad Shaver 910-251-4611
1. Wetlands exist on the property but they have been found to be non-jurisdictional.
Comments not received at this time from:
Emergency Services & E911, Steve Still
NCDEQ, Chad Coburn
NCDEMLR, Dan Sams
DCM, Tanya Pietila
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 (803 S Seabreeze Rd)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Le Leon sand 1.9 51.8%
Ly Lynn Haven fine sand 1.6 43.9%
Wa Wakulla sand, 1 to 8 percent
slopes
0.2 4.4%
Totals for Area of Interest 3.7 100.0%
Custom Soil Resource Report Soil Map (803
S Seabreeze Rd)
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232510 232530 232550 232570 232590 232610 232630 232650 232670 232690 232710 232730
34° 3' 55'' N
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Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84
0 50 100 200 300Feet015306090Meters Map Scale: 1:1,110 if printed on A landscape (11" x 8.5") sheet.
Soil Map may not be valid at this scale.
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, April 21st,
2025
FROM: Dru Harrison, Director
RE:
I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE
COMMENTS: The soils are predominantly Leon sand (Le), Lynn Haven fine sand (Ly),
and Wakulla sand (Wa).
According to the booklet, “Wilmington/New Hanover Classification of soils for Septic
Tank Suitability, Wakulla sand is a Class I soils, and Leon and Lynn Haven are Class III
soils.
The Soil Survey of New Hanover County lists Wakulla as somewhat excessively drained,
and Leon and Lynn Haven as poorly drained.
Leon and Lynn Haven are on the New Hanover County Hydric Soils “A” list which
means they are possibly wetland areas and subject to regulation under the Clean Water
Act. It should be noted, according to the Soil Survey of New Hanover County, the
limitation for dwellings with or without basements and for small commercial buildings is
severe for all of the soils on this site. The limitations are due to flooding and/or wetness.
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: April 16, 2025
Subject: Sheetz – 803 South Seabreeze Road
________________________________________________________________________
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
NCDOT Driveway Permit:
An NCDOT Driveway permit has been submitted to NCDOT for review for Seabreeze
Village pertaining to the required roadway improvements per the approved TIA and a
driveway connection for North and South Seabreeze Road.
• Driveway Permit # D033-065-25-00003.
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.
• A revised/updated NCDOT Driveway Permit will be required due to the proposed
development/expansion.
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
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).
Required Roadway Improvements:
The required roadway improvements per the approved Seabreeze Village TIA letter and
will need to be installed prior to the opening of the proposed gas station.
• Improvements are currently being reviewed under D033-065-25-00003.
Site Plan Comments:
Hydraulic calculations and associated plan sheets will need to be submitted for the site.
• This will be reviewed by the NCDOT Hydraulics Unit.
Include/update the NCDOT Standard Drawings (2024) that are applicable to the
development.
Sight Triangles and Sight Distance (Includes the driveway and 421 intersection):
• 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 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
• 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.
Label the internal protection stem length for the proposed driveway connection.
• Measured from the right-of-way line.
You can coordinate with the district office with any questions 910-398-9100.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVERCOUNTY, NCDEQ AND AQUA STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
03/18/2025
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VICINITY MAP
NTS
CIVIL ENGINEER:
TIMMONS GROUP5410 TRINITY ROADSUITE 102RALEIGH, NC 27607
PROJECT MANAGER:PATRICK BARBEAUPATRICK.BARBEAU@TIMMONS.COMPH: (919) 866-4512
WILMINGTON, NORTH CAROLINA 28412
NEW HANOVER COUNTY
DEVELOPER:
SOCOL, LLC5087 EDINBORO LANEWILMINGTON, NC 28409
SITE PLAN REVIEW
OWNER:
CONVENIENCE ARCHITECTUREAND DESIGN P.C.351 SHEETZ WAYCLAYSBURG, PA 16625PH: (814) 239-6013TCOLUMBU@SHEETZ.COM
ARCHITECT:
SITE PLAN SUMMARY
PROJECT:SHEETZ - SEABREEZE ROAD
OWNERS:SOCOL, LLC5087 EDINBORO LANEWILMINGTON,NC 28409
PROJECT ADDRESS:803 S SEABREEZE RD, WILMINGTON, NC 28409
PIN #:R08514-003-007-000; R08514-003-016-000; R08514-003-006-000;R08514-003-006-001; R08514-003-005-001; R08514-003-017-000;R08514-003-005-000; R08514-003-004-000
DEED:DB 6585 PG 0969; DB 6585 PG 0972; DB 6585 PG 0967; DB 6585 PG 0972;DB 6585 PG 0972; DB 6585 PG 0969; DB 6558 PG 2500; DB 6698 PG 1986
ZONING:COMMUNITY BUSINESS (CB) CZD
EXISTING USE:VACANT
PROPOSED USE:CONVENIENCE STORE WITH FUEL SALES AND RESTAURANT WITHSEATING DRIVE-THRU
FLOOD ZONE:NOT LOCATED IN FLOOD HAZARDS AREA PER FEMA MAP#3720313100K (EFFECTIVE 08/28/2018)
TOTAL EXISTINGTRACT AREA:2.27 AC
PROPOSED TRACTAREA:2.27 AC
DISTURBED AREA:2.3 AC
EXISTING IMPERVIOUSSURFACE AREA:±0.04 AC
PROPOSEDIMPERVIOUS SURFACEAREA:1.65 AC (72.7%) (INCLUDES 0.04 AC FUTURE IMPERVIOUS)
TYPE OF BUILDINGCONSTRUCTION:V-B (NON-SPRINKLERED)
TYPE OF CANOPYCONSTRUCTION:II-B
VEHICLE PARKINGSUMMARY: REQUIRED
RESTAURANT: 6 SPACES PER 1,000 SF OF GFARESTAURANT INTERIOR = 1,988 SF / 1,000 SF * 6 = 12 SPACESRESTAURANT EXTERIOR = 375 SF / 1,000 SF * 6 = 3 SPACESRETAIL: 2.5 SPACES PER 1,000 SF OF GFA4,151 SF / 1,000 SF * 2.5 = 10 SPACESTOTAL REQUIRED: 12 SPACES + 3 SPACES + 10 SPACES = 25 SPACES
VEHICLE PARKINGSUMMARY: PROVIDED 44 SPACES ON-SITE, ADA: 2 REQ'D; 2 PROV'D W/ 1 VAN ACCESSIBLE1 LOADING SPACE
SHEETZ - S SEABREEZE ROAD
SITE
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GENERAL NOTEALL CONTRACTORS SHALL VISIT THE PROJECT TO FAMILIARIZE THEMSELVES WITH SITE CONDITIONS PRIOR TO BIDDING ORCONSTRUCTION. BY SUBMITTING A BID, THE CONTRACTOR AND HIS SUBCONTRACTORS ARE CONFIRMING THAT THEY HAVEVISITED THE SITE AND HAVE INCLUDED IN THEIR BID ANY ADDITIONAL ITEMS OF CONSTRUCTION THAT MAY BE REQUIRED DUETO EXISTING SITE CONDITIONS.
BELOW ARE NOTES AFFECTING THE TRACT A SHEETZ OUTPARCEL OF SEABREEZE VILLAGE.x THIS OUTPARCEL (TRACT A) IS PART OF A LARGER DEVELOPMENT THAT WAS DESIGNED BY CSD ENGINEERINGxWATER, SEWER AND STORM CONNECTIONS HAVE BEEN PERMITTED AND STUBBED TO TRACT A AS PART OF THE ABOVESITE PLAN DOCUMENTS.x A MASTER STORMWATER CONTROL MEASURE HAS BEEN DESIGNED TO TREAT RUNOFF FROM TRACT A AS PART OF THEABOVE SITE PLAN DOCUMENTS
BRIAN W. DOWNSENTITLEMENT MANAGER5700 SIXTH AVENUEALTOONA, PA 16602PH: (919) 264-8593BDOWNS@SHEETZ.COM
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MUNICIPAL CONTACT LIST
NEW HANOVER COUNTY ENGINEERING230 GOVERNMENT CENTER DRIVE, SUITE 160WILMINGTON, NC 28403PHONE: 910-798-7117TIM LOWE, PETLOWE@NHCGOV.COM
NEW HANOVER ZONING
NEW HANOVER COUNTY ZONING230 GOVERNMENT CENTER DRIVE, SUITE 110WILMINGTON, NC 28403PHONE: 910-798-7450ZACHARY DICKERSON
ZDICKERSON@NHCGOV.COM
WATER AND SEWERAQUA202 MACKENAN COURTCARY, NC 27511PHONE: 919-653-6967
C. "RUFFIN" POOLE
BUILDING CODE OFFICIALNEW HANOVER COUNTY BUILDING INSPECTIONS230 GOVERNMENT CENTER DRIVE, SUITE 170WILMINGTON, NC 28403PHONE: 910-798-7308
ELECTRIC
DUKE ENERGY5700 HOLLY SHELTER ROADCASTLE HAYNE, NC 28429PHONE: 910-386-3232AMY NEELEYAMY.NEELEY@DUKE-ENERGY.COM
TELEPHONE/CABLESPECTRUM2321 SCIENTIFIC PARK DRIVEWILMINGTON, NC 28405PHONE: 980-508-0794ZACHARY WAHLZACHARY.WAHL@CHARTER.NET
DEPARTMENT OF PLANNING
NEW HANOVER COUNTY PLANNING230 GOVERNMENT CENTER DRIVE, SUITE 110WILMINGTON, NC 28403PHONE: 910-798-7450ZACHARY DICKERSON
ZDICKERSON@NHCGOV.COM
Sheet List Table
Sheet Number Sheet Title
C0.0 COVER SHEET
C1.0 EXISTING CONDITIONS & DEMOLITON PLAN
C2.0 SITE PLAN
C2.2 FOOD DELIVERY TRUCK PATH EXHIBIT
C2.3 FUEL DELIVERY TRUCK PATH EXHIBIT
C2.4 WASTE SERVICES ROUTING PLAN
C2.5 FIRE APPARATUS ROUTING
C3.0 GRADING & DRAINAGE PLAN
C3.1 SPOT GRADING PLAN
C4.0 EROSION CONTROL PLAN - PHASE I
C4.1 EROSION CONTROL PLAN - PHASE II
C4.2 NPDES STABILIZATION PLAN
C4.3 NPDES SPECIFICATIONS
C5.0 UTILITY PLAN
C6.1 LANDSCAPE DETAILS
C7.0 NOTES AND DETAILS
C7.1 NOTES AND DETAILS
C7.2 NOTES AND DETAILS
C7.3 NOTES AND DETAILS
C7.4 NOTES AND DETAILS
C7.5 NOTES AND DETAILS
C7.6 NOTES AND DETAILS
C7.7 NOTES AND DETAILS
C7.8 NOTES AND DETAILS
CONDITIONAL ZONING CASE Z23-23 - ADOPTED THE 5TH DAY OF FEBRUARY, 2024BELOW ARE THE CONDITIONS AFFECTING THE TRACT A SHEETZ PARCEL OF SEABREEZE VILLAGE.x SPECIFIED EXCLUDED USES WILL INCLUDE ELECTRONIC GAMING, OUTDOOR RECREATION, COMMERCIAL PARKING LOT,CAR WASH, VEHICLE RENTALS, MINOR VEHICLE SERVICE STATION, ARTISAN MANUFACTURING, COMMERCIAL RECYCLINGFACILITY, ANIMAL SHELTER, KENNEL, HOTEL / MOTEL, EVENT CENTER, INDOOR RECREATION, FUNERAL SERVICES,MICRO-BREWERY, AND MICRO-DISTILLERY.x EXTERIOR LIGHTING, INCLUDING LUMINARIES, INCLUDING SECURITY LIGHTING, FOR NONRESIDENTIAL, MULTI-FAMILY, ANDMIXED USE DEVELOPMENTS ADJACENT TO SINGLE FAMILY RESIDENTIAL SUBDIVISIONS SHALL BE FULL CUT-OFFFIXTURES THAT ARE DIRECTED DOWNWARD IN COMPLIANCE WITH FIGURE 5.5.4.C FULL CUT-OFF FIXTURES OF THEUNIFIED DEVELOPMENT ORDINANCE. IN NO CASE SHALL LIGHTING BE DIRECTED AT OR ABOVE A HORIZONTAL PLANTHROUGH THE LIGHTING FIXTURE.x IF A CONVENIENCE STORE WITH FUEL STATIONS IS DEVELOPED ON THIS SITE, IT MUST BE DEVELOPED ADJACENT TOCAROLINA BEACH ROAD. OTHER USES IN THE CONDITIONAL DISTRICT NOT SPECIFICALLY EXCLUDED IN CONDITION#1 MAYBE PERMITTED ADJACENT TO CAROLINA BEACH RO0AD OR TO THE REAR OF THE PROJECTS.x AN ADDITIONAL 5 FEET OF VEGETATIVE BUFFER WIDTH WILL BE ADDED TO THE APPLICANT SELECTED TYPE A OPAQUEBUFFER OPTION ALONG THE SOUTHEASTERN PROPERTY LINE.
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PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
03/18/2025
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SHEETZ SITE PLAN KEYNOTES
NUMBER DESCRIPTION
ZS01 C-STORE BUILDING; REFER TO ARCHITECTURAL AND MEPPLANS.
ZS02 TRASH ENCLOSURE AND BOLLARDS; REFER TO SHEETZTRASH ENCLOSURE DETAIL.ZS03 GAS CANOPY; REFER TO CANOPY PLANS BY OTHERS.
ZS04 DISPENSER AND ISLAND; REFER TO UNDERGROUNDSTORAGE TANK SYSTEM PLANS.
ZS05 UNDERGROUND STORAGE TANKS AND PAD; REFER TOUNDERGROUND STORAGE TANK SYSTEM PLANS.
ZS06 UNDERGROUND STORAGE TANKS VENT STACK; REFER TOSHEETZ DETAIL 35 UNDERGROUND STORAGE TANKSYSTEM PLANS BY OTHERS.
ZS13 MONUMENT SIGN. VERIFY EXACT LOCATION ANDLOCATION BEFORE ROUGH-IN. PERMITTED BY OTHERS.
ZS18 BRICK PAVER SIDEWALK; REFER TO A100 OFARCHITECTURAL PLANS.
ZS19 ROOF ACCESS LADDER AND CLEARANCE AREA; REFER TOARCHITECTURAL PLANS.
ZS20 PROPANE LOCKERS, BOLLARDS, AND CONCRETE PAD;REFER TO SHEETZ DETAIL 18 OR 19 AND ARCHITECTURALPLANS.ZS21 ICE MERCHANDISER (TYP.).
ZS22 AUTOMOTIVE RETAIL SALES DISPLAY.
ZS24 PUSHPLATE BOLLARD; REFER TO A100 OFARCHITECTURAL PLANS.
ZS25 FENCE @ SEATING AREA (TYP.); REFER TO A100 OFARCHITECTURAL PLANS.
ZS26 OUTDOOR SEATING AREA AND TABLES; REFER TO REFERTO ARCHITECTURAL PLANS. OUTDOOR SEATING MUSTNOT PROHIBIT ADA ACCESS.
ZS29 24" WIDE CONCRETE BAND "ZERO REVEAL" FLUSH CURB;REFER TO ARCHITECTURAL PLANS.
ZS30 24" CURB & GUTTER (TYP); REFER TO SHEETZ DETAIL 15.
ZS33 STOREFRONT BUMPER POST, REFER TO SHEETZ DETAIL 01(TYP.). PLACE ACCORDING TO SHEETZ DETAIL 07 AND/OR08.
ZS34 6" OR 8" BOLLARD(S); REFER TO SHEETZ DETAIL 17
ZS37 AIR MACHINE PAD AND BUMPER POSTS; REFER TO SHEETZDETAIL 05.
ZS41
EMERGENCY SHUT-OFF SWITCH; LOCATION TO BEVERIFIED BY ARCHITECT; REFER TO ELECTRICAL,UNDERGROUND STORAGE TANK SYSTEM PLANS, ANDSHEETZ DETAIL 29.
ZS42
ELECTRIC TRANSFORMER PAD; GC TO COORDINATELOCATION WITH LOCAL PROVIDER. LOCAL PROVIDER CANSUPERSEDE THE PROPOSED TRANSFORMER PADLOCATION.ZS46 CONCRETE LOT PAVEMENT; REFER TO SHEETZ DETAIL 20.
ZS48 ASPHALT LOT PAVEMENT; REFER TO SHEETZ DETAIL 20.
ZS51 CONCRETE / ASPHALT PAVEMENT TRANSITION; REFER TOSHEETZ DETAIL 27.
ZS52 CONCRETE / ASPHALT CHAMFER; REFER TO SHEETZDETAIL 28.
ZS54 ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA ANDLOCAL CODES) R7-8A (MUTCD).
ZS55 VAN ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA ANDLOCAL REQUIREMENTS) R7-8A (MUTCD).
ZS56 ADA ACCESSIBLE AISLE AND STRIPING, PER ADA ANDLOCAL CODES.
ZS57 ADA ACCESSIBLE PARKING SPACE AND SYMBOL STRIPING.PER ADA AND LOCAL CODES.
ZS59 PAINTED 4" WIDE PARKING STRIPES (TYP.).
ZS60 PAINTED DIRECTIONAL TRAFFIC ARROW (TYP.); PER LOCALCODES.
ZS62 30"x30" R1-1 "STOP" SIGN AND 24" WIDE "STOP" BAR.
ZS63 "DO NOT ENTER" SIGN
ZS67 DRIVE-THRU CANTILEVERED CLEARANCE BAR; REFER TOBAR DETAILS ON DT-1 AND DT-2.
ZS68 DRIVE-THRU ORDER POINT; REFER TO ORDER POINTDETAILS ON DT-2.
ZS69 DRIVE-THRU MENU BOARD; REFER TO MENU BOARDDETAIL ON DT-2.
ZS70 DRIVE-THRU CURB AND PAD; REFER TO SHEETZ DETAIL 10.
ZS71 DRIVE-THRU "PICK UP" PARKING SPACE; REFER TOPAINTING DETAIL ON DT-1.ZS72 FOUNDATION PLANTINGS
S01 RIGHT-OF-WAY (TYP.)
S02 PROPERTY BOUNDARY (TYP.)
S03 EXISTING ROAD CENTERLINE
S04 EXISTING SIGNALIZED INTERSECTION.
S05 PROPOSED FULL ACCESS DRIVEWAY
S06 PROPOSED CROSS ACCESS DRIVEWAY
S07 10' X 70' SIGHT DISTANCE TRIANGLE (TYP.)
S08 PROPOSED 5' SIDEWALK
S09 EXISTING 10' PUBLIC UTILITY EASEMENT
S10 EXISTING 20' PEDESTRIAN ACCESS EASEMENT & SETBACK
S11 EXISTING 8' X 8' CONCRETE TRANSFORMER PAD
S12 36" CONCRETE FLUME
S13 48" CONCRETE FLUME
S14 TIE TO EXISTING CURB & GUTTER (TYP.)
S15 EXISTING TRANSITION FROM 30" TO 24" CURB & GUTTER
SITE LAYOUT NOTES
1. CONTRACTOR SHALL REFER TO THE SHEETZ ARCHITECTURAL PLANS FOR THE EXACT LOCATION OF UTILITYENTRANCES, BUILDING DIMENSIONS, ROOF LEADERS, EXIT DOORS, EXIT RAMPS AND PORCHES.2. ALL DIMENSIONS ARE TO BUILDING FACE, FACE OF CURB, OR EDGE OF SIDEWALK UNLESS NOTED OTHERWISE. ALLANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED.3. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS FOR THE INSTALLATION OF TRAFFIC SIGNAGE ANDPAVEMENT MARKINGS AS SHOWN ON THE CONSTRUCTION PLANS.4. ALL NON-LANDSCAPED ISLANDS SHALL BE PAINTED WITH STRIPES 4" WIDE, AT 45° AND 2 FEET O.C.5. ALL STRIPING SHALL BE 4" WIDE UNLESS NOTED OTHERWISE.6. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF THE SHEETZ MAIN FREESTANDING SIGN WITH THE SHEETZCONSTRUCTION MANAGER.7. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENTINFORMATION.8. ALL DIMENSIONS SHOWN ON THIS PLAN SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TOCONSTRUCTION. CONTRACTOR SHALL NOTIFY SHEETZ REPRESENTATIVE AND DESIGN ENGINEER OF ANYDISCREPANCIES BETWEEN THE PLAN AND FIELD CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR ALLDIMENSIONS AT THE PROJECT SITE.9. SEE DETAILS SHEETS FOR ADDITIONAL CONSTRUCTION INFORMATION.10. CONTRACTOR SHALL NEATLY SAW-CUT ALL JOINTS WHERE THE PROPOSED CONSTRUCTION MEET EXISTINGPAVEMENT AND CONCRETE.C2.0
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8' PARKING SETBACK
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NS (11)
NS (2)
NS (1)
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NS (1)
NS (3)
NS (2)
NS (1)
QL (5)
QL (1)
QL (1)
QL (1)
LG (8)
HH (6)
HH (11)
HH (6)
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SCALE 1"=20'
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JOB NO.
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PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
03/18/2025
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64250.005
LANDSCAPE NOTES:
PRE-CONSTRUCTIONxPRIOR TO CONSTRUCTION LOCATE ALL UNDERGROUND UTILITIES WITHIN ANDADJACENT TO THE WORK AREA. LOCATIONS OF EXISTING BURIED UTILITY LINESSHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TOBE CONSIDERED APPROXIMATE. PROTECT ALL UTILITIES. REPAIR ALL DAMAGE TOUTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULTOF CONSTRUCTION.x CONTRACTOR ENGAGED IN LANDSCAPE IMPLEMENTATION SHALL BE A LANDSCAPECONTRACTOR REGISTERED IN THE STATE OF NORTH CAROLINA.x VERIFY ALL PLANT MATERIAL QUANTITIES ON PLANS PRIOR TO BIDDING. PLANT LISTTOTALS ARE FOR CONVENIENCE ONLY AND MUST BE VERIFIED.x PLANT MATERIAL SUBSTITUTIONS CAN ONLY OCCUR WITH PRIOR WRITTEN APPROVALBY LANDSCAPE ARCHITECT.x PRIOR TO THE COMMENCEMENT OF ANY ACTIVITIES REQUIRING A BUILDING ORZONING PERMIT AN ON-SITE PRE-CONSTRUCTION CONFERENCE SHALL TAKE PLACEWITH THE DEVELOPER AND THE ADMINISTRATOR TO REVIEW PROCEDURES FOR THEPROTECTION AND MANAGEMENT OF ALL LANDSCAPE ELEMENTS TO REMAIN.x ALL PLANT MATERIALS ARE SUBJECT TO LANDSCAPE ARCHITECT APPROVAL BEFORE,DURING, AND AFTER INSTALLATION.o ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED(PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROMTHE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY,AND SIZE.x ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONSAND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK".o ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS ANDDISEASE.o ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED ANDBURLAPPED AS INDICATED IN THE PLANT LIST.o ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD.
CONSTRUCTION/INSTALLATIONxCONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDINGIN STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING.THIS PLAN DOES NOT PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PARTOF SWPPP PLAN.x CONTRACTOR SHALL TAKE 3 REPRESENTATIVE SOIL SAMPLES OF EACH PROPOSEDPLANT BED AND SUBMIT COPIES OF THE RESULTS TO THE LANDSCAPE ARCHITECTPRIOR TO BEGINNING WORK.x STUMPS LABELED FOR REMOVAL SHALL BE EXCAVATED, NOT GROUND. REMOVE ALLDEBRIS FROM THE HOLE. FILL WITH TOP SOIL, COMPACT, AND RAKE SMOOTH PRIORTO INSTALLING NEW PLANT MATERIAL.x CONTRACTOR IS RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTIONBETWEEN DELIVERY AND PLANTING TO MAINTAIN HEALTHY PLANT CONDITIONS.x ALL LANDSCAPED AND LAWN AREAS ARE TO RECEIVE A MINIMUM OF 4” OF TOPSOIL.x ALL LANDSCAPE ISLANDS SHALL BE GRADED FOR POSITIVE DRAINAGE WITH NO LOWSPOTS ALLOWING WATER TO BE TRAPPED.x INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREASACCORDING TO PLANS SO MATERIAL WILL NOT INTERFERE WITH SIGHT DISTANCES.x THE SIZE OF THE PLANTING AREA AND SIZE OF PLANT MATERIAL AT MATURITY SHALLALLOW FOR A 2.5' BUMPER OVERHANG FROM THE BACK OF CURB.x ALL TREES MUST BE GUYED OR STAKED AS DETAILED.x AREAS DAMAGED FROM PLANT RELOCATION OR OTHER ACTIVITIES OF LANDSCAPECONTRACTOR TO BE RESEEDED AND ESTABLISHED AT NO ADDITIONAL COST TO THEOWNER.x CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURINGINSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER.CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THEGUARANTEE. IT MAY BE NECESSARY TO TRUCK IN NON-CITY WATER TO MEET PLANTNEEDS.x USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THEFEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND IN ACCORDANCEWITH LABEL RESTRICTIONS.x ALL LAWN AREAS TO BE SEEDED SHALL USE A LOCALLY GROWN COMMERCIAL MIXMEETING LATEST STATE OF NORTH CAROLINA AGRICULTURE STANDARDS FOR SEEDAND PLANT CERTIFICATION.x SEEDING AND STRAW NOTES FOR LAWN AREAS:o RIP THE ENTIRE AREA TO DEPTH OF NOT LESS THAN 6”.
o REMOVE ALL LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS LEAVINGSURFACE SMOOTH AND UNIFORM. DISPOSE OF WASTE MATERIAL OFF-SITE.
o CHISEL COMPACTED AREAS AND SPREAD TOPSOIL TO SPECIFIED DEPTH.o APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLYAND MIX WITH SOIL. APPLY SOIL AMENDMENTS PER REQUIRED SOIL ANALYSISRECOMMENDATIONS.o CONTINUE TILAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORMSEEDBED IS PREPARED.o SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITHSEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.o MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.o INSPECT ALL SEEDED AREAS AND IF POSSIBLE, MAKE NECESSARY REPAIRS ORRESEEDINGS WITHIN THE PLANTING SEASON. IF GRANDSTAND SHOULD BE OVER60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER, ANDSEEDING RATES.o ANCHOR TACK WITH LIQUID ASPHALT AT 400 GAL/ACRE OR EMULSIFIED ASPHALTAT 300 GAL/ACRE.x PLANTING BEDS TO BE COMPLETELY COVERED WITH A MINIMUM 4" DEPTH OFMATERIAL FROM A LOCAL SOURCE HARVESTED IN A SUSTAINABLE MANNER. REFERTO LANDSCAPE SCHEME FOR MATERIAL SPECIFICATIONS.x MULCH ALL PLANT BEDS AND TREE RINGS WITH FRESH, CLEAN MATERIAL PERSPECIFICATIONS. ALL MULCH EDGES SHALL BE NEATLY TUCKED. ALL STRING AND/ORBAILING WIRE SHALL BE REMOVED. DUST SHRUBS AND GROUND COVER AFTERMULCHING TO REMOVE LOOSE MATERIAL FROM PLANTS. DO NOT PLACE MULCH INCONTACT WITH THE TREE TRUNK: KEEP A MINIMUM OF 4" AWAY FROM TREE TRUNKOR BASE OF PLANT.x MULCH AND NO-MOW MIXES SHALL BE REPLENISHED AS NEEDED, ESPECIALLY AFTERHEAVY RAIN EVENTS. IF NO-MOW MIX GERMINATES AT A RATE OF LESS THAN 90%,THEN REMOVE OTHER SPECIES AND RESEED.
INSPECTIONS/GUARANTEExLANDSCAPE CONTRACTOR SHALL NOTIFY GENERAL CONTRACTOR UPONCOMPLETION OF LANDSCAPE INSTALLATION. CONTRACTOR WILL VERIFYCOMPLETENESS INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL.CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BYLANDSCAPE ARCHITECT.x PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITHAPPROVED PLANS BY A SITE PLAN REVIEW AGENT PRIOR TO THE RELEASE OF THECERTIFICATE OF OCCUPANCY.x CONTRACTOR TO GUARANTEE ALL PLANT MATERIALS FOR ONE FULL YEAR AGAINSTDEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. WARRANTY PERIODSHALL BEGIN UPON CERTIFICATE OF OCCUPANCY OR WHEN THE OWNER TAKESOVER MAINTENANCE, WHICHEVER COMES FIRST.
NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________
Applicant Checklist NCDOT Checklist
Driveway Application Process and Site Plan Requirements
ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND
DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE
APPLICATION TO THE APPLICANT FOR REVISION.
***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS***
Electronic Pre-Submittals
In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to
identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all
other required documents.
All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx
In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction.
Online resources:
•NCDOT Policy on Street and Driveway Access to North Carolina Highways:
https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an
d%20Driveway%20Access.pdf
•NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way:
https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx
•Electronic Forms Database:
https://connect.ncdot.gov/Pages/default.aspx
1)
a.Cover Letter
Include contact information for applicant and engineer, including email address, mailing address, and phone
number. Include the parcel number(s), description of all phases of the development and future land uses to be
served by the permit, and a description of the adjoining land owned or controlled by the applicant.
b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below)
https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc
c.$50.00 Inspection Fee Per Access Point
Attach to Permit Application form (not applicable for municipalities, churches, and schools)
d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc
e.Verification of Compliance with Environmental Regulations (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf
f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional
site plan requirement details can be found in section 2 of this document.
g.Design Plan Requirements for projects involving roadway improvements
If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information
Y N n/a
Engineering Studies
The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined
herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local
government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs
that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses
(TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina
licensed Professional Engineer.
Section 1: Requi
red Documents
|Required documents to accompany all Initial Driveway Application Submittals
Please note that these are the minimum requirements of all driveway permit applications.
All required documentation shall be submitted through the online portal as PDF files, with the exception of the
Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501
Barbados Blvd, Castle Hayne, NC 28429.
If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there
may be additional submittal materials required.
State of North Carolina | Department of Transportation | Division 3 | District 3
5501 Barbados Blvd, Castle Hayne, NC 28429
Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________
Y N n/a
Section 1: Required Documents (continued)
2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL
a.Site Plans
One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement
details can be found in section 2 of this document.
b.Performance and Indemnity Bond Information/Forms
See last page of document for bond information and forms
c.Performance and Indemnity Bond Amount
100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by
the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities,
churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway
Rights of Way for acceptable bond types
d.Radius Encroachment Letter (if applicable)
If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required
e.Hold Harmless Letter (if applicable)
If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will
be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit
Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below
Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways
1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown
2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable
3)Contact information of applicant and engineer, including mailing address, phone number, and email address
4)Show R/W lines, highway control of access, and property lines
5)All existing utilities (including handholes) and easements
6)R/W width
7)Existing posted speed limit(s) and design speed limit(s)
8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of
the property lines of the proposed development
9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any
other relevant transportation facilities in the development area
10)Include a plan sheet showing full site build-out and land use
11)Buildings shown with “gross leasable area”
12)Width of property frontage
13)Distance from R/W to buildings and gasoline service islands
14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34)
15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc.
Section 3: Driveway Plan Requirements
|
All driveway plans shall include and show, at a minimum, the items listed below
1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all
directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm
water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance.
2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways
3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77)
4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required
shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum
5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51)
In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached)
In shoulder sections, show grades at the EOP and centerline
6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31)
7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90°
allowed for right-in/right-out on a case-by-case basis) (page 51)
8)Driveway Profile (pages 42- 43)
Y N n/a Y N n/a
□□ □□ □ □
Y N n/a Y N n/a
Y N n/a Y N n/a
Section 3: Driveway Plan Requirements (continued)
9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W)
Asphalt: 8” ABC stone and 1.5” S9.5B
Concrete: 6” of concrete
10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’
11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std.
12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31)
13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29)
14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41)
15)Distance between driveways being requested (if applicable; page 51)
16)Minimum internal storage areas with specified queues (pages 31-33)
17)Minimum protected driveway stem(s) provided and indicated (pages 33-34)
18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required
|
Section 6: Roadway Plan Requirements
If off-site improvements are required, roadway plans shall show, at a minimum, the items below
1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway)
2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders)
Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below
•Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000
5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C
•Secondary Routes with AADT<10,000
5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B
3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary
The grinding of pavement markings will not be allowed
4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum
5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter
6)Indicate existing roadway grade
7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78)
8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79)
See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details
9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services
10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location
11)New and/or revised signal plans must be included for new installations and if signal modifications are required
All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic
Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200.
|
Section 4: Drainag e Requirements
All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below
Section 5: Internal Circ ulation Requirements
|All internal circulation details shall adhere to, at a minimum, the items listed below
1)Interior driveway channelization stems
Minimum 100’ from the ROW or at the discretion of the District Engineer
2)Traffic flow pattern
3)Traffic control devices
4)Pavement Markings
Y N n/a Y N n /a
Y N n/a Y N n/a
Y N n/a Y N n/a
Y N n/a Y N n/a
1)Pipe Cover Minimums (measured from top of pipe to subgrade)
High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12”
2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2)
Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and
310.04 of the Roadway Standard Drawings for details
Pipes >30" on multilane highways posted above 45mph require guardrail
Pipes ≥36" require an endwall on the inlet end
3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently
dedicated drainage easement will be required to accommodate the proposed project drainage
4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements)
5)Provide spot elevations along frontage of driveway (at EOP and centerline)
6)Provide grades and spot elevations for existing and proposed ditches
7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted)
C/L
EOTEOP
P/L
R/WR/W
R/W
EOP
EOP
EOP
EOP
NTS
R/W
P/L
DRAINAGE FLOW
DRAINAGE FLOW
DRAINAGE FLOW
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
S IGHT T R IANG LE
10 ' BY 70 'S I GHT T R I ANGL E10' B Y 70'
DRIVEWAY
RR MIN. 30'MIN. 30'
NO ROADWAY IMPROVEMENT
COMMERCIAL DRIVEWAY WITH
NORMAL CROWN ROADWAY
6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
PIPE/TYPE/SIZE
WIDTH
CON
CR
ET
E
/ASP
HA
LT
LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER
SITE ADDRESS:TAX PARCEL #
20191115
PARALLEL END S.D. 310.02
INVERT ELEVATION
PARALLEL END S.D. 310.02
INVERT ELEVATION
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: April 24, 2025
Subject: Sheetz 803 S Seabreeze Road (SITECN-25-000072)
NCDOT Projects:
N/A
WMPO 2045 MTP Projects:
N/A
New Hanover County Projects:
2024 Bicycle & Pedestrian Priorities Plan Amendment proposed project: Carolina Beach
Road South includes a 10-foot paved multi-use path from Monkey Junction to Snows Cut
Bridge. This project runs along Carolina Beach Road in close proximity to the proposed
site.
TIA: A TIA for the proposed Seabreeze Village was approved with conditions by the WMPO on
August 3, 2023. All improvements outlined in the approved TIA are required. Please reach out to
Caitlin Cerza (Caitlin.Cerza@wilmingtonnc.gov), the Transportation Planning Engineer with the
WMPO if any questions arise related to the TIA. The TIA approval with conditions letter will be
attached to these comments.
August 03, 2023
Mr. AJ Anastopoulo, PE
DAVENPORT
5917 Oleander Drive, Suite 206
Wilmington, NC 28403
RE: Approval with conditions of the Traffic Impact Analysis (TIA) associated with the proposed
Seabreeze Village commercial development in New Hanover County, NC.
Dear Mr. Anastopoulo:
The WMPO, NCDOT and New Hanover County staffs have reviewed the Seabreeze Village TIA (sealed June
158, 2023) and based on the information provided and conversations held to date, it is our understanding that
the proposed development will be built out in two (2) phases and consists of the following land uses:
Phase 1 (build year 2024):
o ITE Land Use Code 934 – 5,000 SF of Fast-food Restaurant with drive-thru
o ITE Land Use Code 945 – 6,100 SF of Convenience Store/Fueling station (15 fueling positions)
Full Build (build year 2025):
o ITE Land Use Code 712 – 5,000 SF of Small Office Building
o ITE Land Use Code 720 – 5,000 SF of Medical-Dental Office Building
o ITE Land Use Code 822 – 7,200 SF of Strip Retail Plaza (<40ksf)
o ITE Land Use Code 934 – 5,000 SF of Fast-food Restaurant with drive-thru
o ITE Land Use Code 945 – 6,100 SF of Convenience Store/Fueling station (15 fueling positions)
Based upon the review of the analysis provided, the following improvements are required of this development:
TIA approval with conditions of Seabreeze Village Traffic Impact Analysis (New Hanover County)
Page 2 of 3
US 421 and SR 1531 (South Seabreeze Road) (Signalized intersection)
Phase 1
• Construct an exclusive westbound left turn lane on South Seabreeze Road with 100 feet of full width
storage which continues as a TWLTL.
• Provide a Permitted + Overlap phasing for eastbound right turn lane.
• Optimize the signal timings.
Full build
• No additional improvements are required.
US 421 and SR 1528 (North Seabreeze Road) (Stop-controlled intersection)
Phase 1
• No improvements are required.
Full build
• No improvements are required.
SR 1531 (South Seabreeze Road) and Site Access 1 (Stop-controlled intersection)
Phase 1
• Construct an exclusive eastbound left turn lane on South Seabreeze Road with 50 feet of full width
storage which continues as a TWLTL.
• Construct site access (southbound approach) with an internal protected stem of 100 feet, measured
from the right-of-way line and with one ingress and one egress lane.
• Provide stop controls for the southbound approach.
Full build
• No additional improvements are required.
1528 (North Seabreeze Road) and Site Access 2 (Stop-controlled intersection)
Phase 1
• Construct site access (northbound approach) with an internal protected stem of 100 feet, measured
from the right-of-way line and with one ingress and one egress lane.
• Provide stop controls for northbound approach.
Full build
• No additional improvements are required.
Office/Warehouse – 334 Chesterfield Rd – TRC Review
Page | 1
To: Mark Rosenlund, Bay Electric
From: Amy Doss, Associate Planner
Date: May 7, 2025
PID#: R0200-002-026-000
Egov# SITECN-25-000073
Subject: 334 Chesterfield Rd – Office/Warehouse - TRC Review
The following comments have been received for the May 7, 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-1, Office and Warehouse Use.
b. Please log on to COAST to pay the review fee of $75, INV-00141374.
c. Please remove the grading lines from the site plan.
d. Will the laydown area be pervious or paved?
e. Please note building setbacks on site plan.
2. UDO Section 5.1, Parking and Loading
a. Office use requires 3 parking spaces per 1,000 SF of office building area. Project proposes
1,200 SF. Required parking is (1200 / 1000 x 3) 4 spaces for office use. Warehouse use
requires 1.5 parking spaces per 1,000 SF of warehouse. Project proposes 7,500 SF.
Required parking is (7500 / 1000 x 1.5) 11 for warehouse use. Total parking required is 15
spaces, please amend the site plan.
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.
Office/Warehouse – 334 Chesterfield Rd – TRC Review
Page | 2
4. UDO Section 5.3, Tree Retention
a. Tree removal plan noted. Please complete a Tree Removal Permit application.
b. Tree Removal Permit link: https://www.nhcgov.com/DocumentCenter/View/1239/Tree-
Removal-Permit-PDF
c. Please refer to Section 5.3 of the UDO for Tree Removal and Retention Standards.
d. 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 show sight triangles on the landscape plan.
b. Please provide perimeter landscaping and calculations.
c. Please provide interior landscaping calculations.
d. Street yard and foundation requirements appear to have been met, as well as the 15 trees
per acre through tree preservation.
e. Please provide a detail of the dumpster screening.
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.
b. Please note sign location on the site plan.
8. UDO Section 5.7, Conservation Resources
a. Per the NHC Conservation Resource Map there is Pocosin COD on the site. However, it
does not meet the 5-acre minimum to trigger the corresponding conservation
requirements.
9. UDO Article 9, Flood Damage Prevention
a. Property is not in the floodplain.
Office/Warehouse – 334 Chesterfield Rd – TRC Review
Page | 3
NHC Fire Services, Ray Griswold 910-798-7448
1. Fire Finals required.
2. Install a fire hydrant at the intersection of Hermitage Road and Chesterfield Road.
3. No storage over 12 foot high, unless permitted through County Fire.
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.
4. Reconfiguration of the storm sewer system near the front entrance is recommended to avoid a
change flow path change of greater than 90 degrees.
NHC Environmental Health, Dustin Fenske 910-798-6732
4. Site plan reflects connection to a private drinking water well. Must apply for a well permit and
receive a well permit prior to building permit issuance. Number of employees will determine if
this commercial site well will need to be permitted by NC DEQ Public Water Supply or NHC
Environmental Health.
5. Site plan reflects connection to a septic system. Septic system flow will be designed for a
commercial warehouse and office utilizing the 18E Onsite Wastewater Regulations. Septic
application and permitting must be received prior to building permit issuance. May be applied
and permitted via Private Consultant permit or NHC Environmental Health.
NHC Sustainability Manager, Madelyn Wampler 910-798-7175
1. No comment.
Office/Warehouse – 334 Chesterfield Rd – TRC Review
Page | 4
NHC Addressing, McCabe Watson 910-798-7068
1. Existing address is acceptable.
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
1. There is no CFPUA water or sewer available for this parcel.
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 has no records from this tract.
Wilmington International Airport, Granseur Dick 910-341-4333
1. The site is located near the approach surfaces of an airport. If temporary construction
equipment (crane) is planned to exceed 135’ above ground level (AGL) for this site, the
developer shall file a FAA Notice of Construction initializing an airspace study by utilizing FAA
Form 7460-1 in in accordance with 14 CFR Part 77.9. It is encouraged that developer file as soon
as possible to allow for any plan adjustments that may be required to result in a finding of “No
Impact”.
2. N.C.G.S.143-214.7 (c3) prohibits DEQ from requiring airports, as well as other development
projects located within five miles from the airport air operations area, to use SCMs that promote
standing water to discourage wildlife habitat (particularly birds). In the spirit of this regulation,
the Airport STRONGLY encourages the developer to utilize “dry” SCMs to the greatest degree
practical, including extended dry detention ponds, infiltration basins, etc. as may be required to
meet DEQ water quality/ quantity requirements while minimizing potential hazards to aircraft
from birds/wildlife.
Comments not received at this time from:
NHC Soil & Water
Emergency Services & E911, Steve Still
NCDEQ, Chad Coburn
NCDEMLR, Dan Sams
DCM, Tanya Pietila
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: April 15, 2025
Subject: Bay Electric – 334 Chesterfield Road
________________________________________________________________________
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
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.
x 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).
x 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
Site Plan Comments:
Include/update the NCDOT Standard Drawings (2024) that are applicable to the
development.
The driveway will need to be paved from the edge of pavement to r/w line (minimum).
Sight Triangles and Sight Distance:
x Show and label the 10’ X 70’ NCDOT sight triangles.
o No obstructions shall be placed within the NCDOT sight triangles.
x Show and label the stopping sight distance.
o No obstructions shall be placed within the stopping sight distance.
Identification Signing and Landscaping:
x 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.
x 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.”
x 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.
Show and label all gates with distances to the right of way line.
You can coordinate with the district office with any questions 910-398-9100.
C2
US 14
0
US
4
0
U
S
1
1
7
NC 1
3
3
CASTLE HAYNE
CROWATAN RD.
HERMITAGE RD.
CHESTERFIELDRD.
NOT FOR CONSTRUCTIONFOR REGULATORY REVIEW
Digitally signed by
Shane Lippard
Date: 2025.03.19
16:09:54 -04'00'
C3
US 14
0
US
4
0
U
S
1
1
7
NC 1
3
3
CASTLE HAYNE
CROWATAN RD.
HERMITAGE RD.
CHESTERFIELDRD.
NOT FOR CONSTRUCTIONFOR REGULATORY REVIEW
Digitally signed by
Shane Lippard
Date: 2025.03.19
16:08:08 -04'00'
L1
US 14
0
US
4
0
U
S
1
1
7
NC 1
3
3
CASTLE HAYNE
CROWATAN RD.
HERMITAGE RD.
CHESTERFIELDRD.
NOT FOR CONSTRUCTION
FOR REGULATORY REVIEW
Digitally signed by
Shane Lippard
Date: 2025.03.19
16:07:13 -04'00'
NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________
Applicant Checklist NCDOT Checklist
Driveway Application Process and Site Plan Requirements
ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND
DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE
APPLICATION TO THE APPLICANT FOR REVISION.
***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS***
Electronic Pre-Submittals
In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to
identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all
other required documents.
All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx
In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction.
Online resources:
•NCDOT Policy on Street and Driveway Access to North Carolina Highways:
https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an
d%20Driveway%20Access.pdf
•NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way:
https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx
•Electronic Forms Database:
https://connect.ncdot.gov/Pages/default.aspx
1)
a.Cover Letter
Include contact information for applicant and engineer, including email address, mailing address, and phone
number. Include the parcel number(s), description of all phases of the development and future land uses to be
served by the permit, and a description of the adjoining land owned or controlled by the applicant.
b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below)
https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc
c.$50.00 Inspection Fee Per Access Point
Attach to Permit Application form (not applicable for municipalities, churches, and schools)
d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc
e.Verification of Compliance with Environmental Regulations (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf
f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional
site plan requirement details can be found in section 2 of this document.
g.Design Plan Requirements for projects involving roadway improvements
If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information
Y N n/a
Engineering Studies
The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined
herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local
government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs
that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses
(TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina
licensed Professional Engineer.
Section 1: Requi
red Documents
|Required documents to accompany all Initial Driveway Application Submittals
Please note that these are the minimum requirements of all driveway permit applications.
All required documentation shall be submitted through the online portal as PDF files, with the exception of the
Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501
Barbados Blvd, Castle Hayne, NC 28429.
If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there
may be additional submittal materials required.
State of North Carolina | Department of Transportation | Division 3 | District 3
5501 Barbados Blvd, Castle Hayne, NC 28429
Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________
Y N n/a
Section 1: Required Documents (continued)
2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL
a.Site Plans
One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement
details can be found in section 2 of this document.
b.Performance and Indemnity Bond Information/Forms
See last page of document for bond information and forms
c.Performance and Indemnity Bond Amount
100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by
the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities,
churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway
Rights of Way for acceptable bond types
d.Radius Encroachment Letter (if applicable)
If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required
e.Hold Harmless Letter (if applicable)
If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will
be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit
Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below
Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways
1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown
2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable
3)Contact information of applicant and engineer, including mailing address, phone number, and email address
4)Show R/W lines, highway control of access, and property lines
5)All existing utilities (including handholes) and easements
6)R/W width
7)Existing posted speed limit(s) and design speed limit(s)
8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of
the property lines of the proposed development
9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any
other relevant transportation facilities in the development area
10)Include a plan sheet showing full site build-out and land use
11)Buildings shown with “gross leasable area”
12)Width of property frontage
13)Distance from R/W to buildings and gasoline service islands
14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34)
15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc.
Section 3: Driveway Plan Requirements
|
All driveway plans shall include and show, at a minimum, the items listed below
1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all
directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm
water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance.
2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways
3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77)
4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required
shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum
5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51)
In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached)
In shoulder sections, show grades at the EOP and centerline
6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31)
7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90°
allowed for right-in/right-out on a case-by-case basis) (page 51)
8)Driveway Profile (pages 42- 43)
Y N n/a Y N n/a
□□ □□ □ □
Y N n/a Y N n/a
Y N n/a Y N n/a
Section 3: Driveway Plan Requirements (continued)
9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W)
Asphalt: 8” ABC stone and 1.5” S9.5B
Concrete: 6” of concrete
10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’
11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std.
12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31)
13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29)
14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41)
15)Distance between driveways being requested (if applicable; page 51)
16)Minimum internal storage areas with specified queues (pages 31-33)
17)Minimum protected driveway stem(s) provided and indicated (pages 33-34)
18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required
|
Section 6: Roadway Plan Requirements
If off-site improvements are required, roadway plans shall show, at a minimum, the items below
1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway)
2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders)
Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below
•Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000
5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C
•Secondary Routes with AADT<10,000
5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B
3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary
The grinding of pavement markings will not be allowed
4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum
5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter
6)Indicate existing roadway grade
7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78)
8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79)
See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details
9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services
10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location
11)New and/or revised signal plans must be included for new installations and if signal modifications are required
All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic
Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200.
|
Section 4: Drainag e Requirements
All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below
Section 5: Internal Circ ulation Requirements
|All internal circulation details shall adhere to, at a minimum, the items listed below
1)Interior driveway channelization stems
Minimum 100’ from the ROW or at the discretion of the District Engineer
2)Traffic flow pattern
3)Traffic control devices
4)Pavement Markings
Y N n/a Y N n /a
Y N n/a Y N n/a
Y N n/a Y N n/a
Y N n/a Y N n/a
1)Pipe Cover Minimums (measured from top of pipe to subgrade)
High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12”
2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2)
Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and
310.04 of the Roadway Standard Drawings for details
Pipes >30" on multilane highways posted above 45mph require guardrail
Pipes ≥36" require an endwall on the inlet end
3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently
dedicated drainage easement will be required to accommodate the proposed project drainage
4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements)
5)Provide spot elevations along frontage of driveway (at EOP and centerline)
6)Provide grades and spot elevations for existing and proposed ditches
7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted)
C/L
EOTEOP
P/L
R/WR/W
R/W
EOP
EOP
EOP
EOP
NTS
R/W
P/L
DRAINAGE FLOW
DRAINAGE FLOW
DRAINAGE FLOW
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
S IGHT T R IANGLE
10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70'
DRIVEWAY
RR MIN. 30'MIN. 30'
NO ROADWAY IMPROVEMENT
COMMERCIAL DRIVEWAY WITH
NORMAL CROWN ROADWAY
6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
PIPE/TYPE/SIZE
WIDTH
CON
CR
ET
E
/ASP
HA
LT
LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER
SITE ADDRESS:TAX PARCEL #
20191115
PARALLEL END S.D. 310.02
INVERT ELEVATION
PARALLEL END S.D. 310.02
INVERT ELEVATION
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: April 24, 2025
Subject: Office and Warehouse – 334 Chesterfield (SITECN-25-000073)
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
Small Office Building
(712) 1,200 SF 17 2 3
Warehousing (150) 7,500 SF 50 25 27
Southeastern Freight– 2800 N 23rd St – TRC Review
Page | 1
To: Mattson Wiksell, Southeastern Freightlines
From: Ryan Beil, Development Review Planner
Date: May 7th, 2025 TRC
PID#: R04100-002-008-000
Egov# SITECN-25-000074
Subject: 2800 N 23rd St– Southeastern Freightlines - TRC Review
The following comments have been received for the May, 7th 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, Ryan Beil 910-798-7444
1. General Comments
a. Zoning is CZD AC, rezoning case Z24-10
b. A note for the file, there were no conditions included as a part of this rezoning
2. UDO Section 5.1, Parking and Loading
a. Parking calculations look good. 2 spaces required per 1000 sq ft. Total square footage is
22,841.57 yielding 46 required spaces. 89 spaces provided, including 4 ADA compliant
spaces.
Southeastern Freight– 2800 N 23rd St – TRC Review
Page | 2
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. Tree removal permit received and will be processed
b. Please note gums only count as significant trees when in required street yard or buffer
areas.
5. UDO Section 5.4, Landscaping and Buffering
a. Street yard looks acceptable
b. Parking lot landscaping looks acceptable
c. Please note that 15 trees are required per acre disturbed, with 10.46 acres disturbed,
subtracting the 3.97 acres that is previously disturbed, leaving you with 6.49 acres-
requiring 98 trees to be planted or retained on site. (10.46-3.97=6.49 x 15 = 98)
i. Taking into account trees to be retained (8), leaves 90 trees to be planted.
ii. This can be achieved by either planting new trees elsewhere on the site or
retaining some of the ones that are slated for removal.
iii. Discussed with Mattson the 6.19 acres disturbed shown below vs the 6.49 acres
disturbed based on my calculations, will be corrected, and difference of 5 trees
will be met by further plantings.
Southeastern Freight– 2800 N 23rd St – TRC Review
Page | 3
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 new 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 Planning Map there are no Conservation Resources on the
site.
b. No part of this property is not in the floodplain.
Southeastern Freight– 2800 N 23rd St – TRC Review
Page | 4
NHC Fire Services, Ray Griswold 910-798-7448
1. 1. Fire finals required
2. 2. Traffic protection required in front of propane tanks
3. 3. Underground fire line permit required through County Fire
4. 4. Above ground Fuel Tank Permits required through County Fire
5. 5. Sprinkler & Fire Alarm permits required through County Fire
NHC Soil & Water Conservation, Dru Harrison 910-798-7135
1. Comments attached
NHC Engineering, Galen Jamison 910-798-7072
1. Please resubmit updated plans, narratives, applications with revised limits of disturbance,
comments responses from letter dated February 6, and all associated deeds for County
Stormwater Permit Number STMW-25-0057 and Land Disturbing Permit Number LDNP-25-
00208. You may upload via the COAST permitting portal or email directly to
gjamison@nhcgov.com.
2. Please contact the State for their stormwater permit requirements. A high density permit is
anticipated.
NHC Environmental Health, Dustin Fenske 910-798-6732
1. Any existing Mobile Homes must have septic tanks pumped, crushed and filled for proper
abandonment.
NHC Addressing, McCabe Watson 910-798-7068
1. Existing address is acceptable.
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
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. Utility Plan review required by CFPUA.
4. CFPUA water and sewer available. Sewer available via a forcemain to forcemain connection.
5. Details will need to be updated to current 2025 CFPUA Details.
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.
Southeastern Freight– 2800 N 23rd St – TRC Review
Page | 5
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
1. Comments attached
WMPO, Caitlin Cerza 910-473-5130
1. Comments attached
Army Corps of Engineers, Brad Shaver 910-251-4611
1. The Corps has issued a permit for this site and they should follow those plans to remain in
compliance.
Wilmington International Airport, Granseur, Dick, 910-341-4333 x 1016
1. ILM Understands that stormwater BMPs may have already been planned/ approved for this
project and may be revised. N.C.G.S.143-214.7 (c3) prohibits DEQ from requiring airports, as well
as other development projects located within five miles from the airport air operations area, to
use SCMs that promote standing water to discourage wildlife habitat (particularly birds). In the
spirit of this regulation, the Airport STRONGLY encourages the developer to utilize “dry” SCMs to
the greatest degree practical, including extended dry detention ponds, infiltration basins, etc. as
may be required to meet DEQ water quality/ quantity requirements while minimizing potential
hazards to aircraft from birds/wildlife.
Comments not received at this time from:
Emergency Services & E911, Steve Still
NCDEQ, Chad Coburn
NCDEMLR, Dan Sams
DCM, Tanya Pietila
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 (2800 N 23rd St)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
JO Johnston soils 1.5 13.8%
On Onslow loamy fine sand 6.7 60.2%
Ra Rains fine sandy loam 2.9 26.0%
Se Seagate fine sand 0.0 0.0%
Totals for Area of Interest 11.2 100.0%
Custom Soil Resource Report Soil Map
(2800 N 23rd St)
37
9
6
03
0
37
9
6
08
0
37
9
6
13
0
37
9
6
18
0
37
9
6
23
0
37
9
6
28
0
37
9
6
33
0
37
9
6
03
0
37
9
6
08
0
37
9
6
13
0
37
9
6
18
0
37
9
6
23
0
37
9
6
28
0
230
590
230
640
230
690
230
740
230
790
230
840
230
890
230
940
230
990
231
040
230
590
230
640
230
690
230
740
230
790
230
840
230
890
230
940
230
990
231
040
34° 16' 23'' N
77
°
55
'
34
'
'
W
34° 16' 23'' N
77
°
55
'
16
'
'
W
34° 16' 13'' N
77
°
55
'
34
'
'
W
34° 16' 13'' N
77
°
55
'
16
'
'
W
N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84
0 100 200 400 600Feet03060120180Meters
Map Scale: 1:2,150 if printed on A
landscape (11" x 8.5") sheet.
Soil Map may not be valid at this scale.
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, February
20th, 2025
FROM: Dru Harrison, NHSWCD
RE:
I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE
COMMENTS: The soils are predominantly Johnston Soils (JO), Onslow loamy fine sand
(On), Rains fine sandy loam (Ra), and Seagate fine sand (Se).
According to the booklet, , “Wilmington/New Hanover Classification of soils for Septic
Tank Suitability, Onslow, Rains, and Seagate are Class II soils, and Johnston are a Class
IV soils.
The Soil Survey of New Hanover County lists Onslow and Seagate as somewhat poorly
drained, Rains as poorly drained, and Johnston as very poorly drained.
Rains and Johnston soils are on the New Hanover County Hydric Soils A list which
means they are possibly wetland areas and subject to regulation under the Clean Water
Act. Seagate is on the Hydric Soils B list, which means it may contain areas of wetland. It
should be noted, according to the Soil Survey of New Hanover County, the limitation for
dwellings with or without basements and for small commercial buildings is severe for all
of the soils on this site. The limitations are due to flooding and/or wetness. 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.
We encourage you to incorporate Low Impact Development Strategies, such as
stormwater wetlands, as outlined in the New Hanover County/City of Wilmington LID
manual. You can access the manual online by visiting the NHC Planning Department’s
website and clicking on the Low Impact Development tab.
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: April 15, 2025
Subject: Southeastern Freight Lines Wilmington – 2800 North 23rd 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
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.
x Refer to the NCDOT checklist (included) for required documents and site plan
information.
An NCDOT Temporary Driveway Permit is required if site access is needed for
construction activities prior to the issuance of the final permit.
NCDOT Encroachment Agreement:
An NCDOT Encroachment Agreement is required for any utility connections or
installations within the NCDOT right-of-way (form 16.6).
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
Site Plan Comments:
Hydraulic calculations and associated plan sheets will need to be submitted for the site.
Include/update the NCDOT Standard Drawings (2024) that are applicable to the
development.
Sight Triangles and Sight Distance:
x Show and label the 10’ X 70’ NCDOT sight triangles.
o No obstructions shall be placed within the NCDOT sight triangles.
x Show and label the stopping sight distance.
o No obstructions shall be placed within the stopping sight distance.
Identification Signing and Landscaping:
x 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.
x 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.”
x 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.
Label the radii for the proposed driveway/driveways.
x Make sure to accommodate the largest proposed vehicle.
x Provide auto turn templates for the largest proposed vehicles.
Label the internal protection stem length for the proposed driveway connection.
x Measured from the right-of-way line.
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
x The stem should be long enough to allow the largest proposed vehicle to access
and not negatively impact traffic flow.
You can coordinate with the district office with any questions 910-398-9100.
C.1.00
Civil Title Sheet
NTS
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Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC346 Seacoast Pkwy,Ste 200Mt. Pleasant, SC 29464PPLC License# P-2360
PARCEL # R04100-002-008-000, R04100-002-009-000, R04100-002-007-001
2800 N 23RD ST
WILMINGTON, NC 28401
SOUTHEASTERN FREIGHT LINES
WILMINGTON
Sheet List Table
Sheet Number Sheet Title
C.1.00 Civil Title Sheet
C.1.01 General Notes
C.1.02 Survey By ESP
C.1.03 Combination Map by ESP
C.2.01 Existing Conditions & Demo Plan
C.2.02 Existing Conditions & Demo Plan
C.3.01 Sediment & Erosion Control Plan - Phase 1
C.3.02 Sediment & Erosion Control Plan - Phase 2
C.3.03 Sediment & Erosion Control Plan - Phase 3
C.3.04 Sediment & Erosion Control Details
C.3.05 Sediment & Erosion Control Details
C.3.06 Sediment & Erosion Control Details
C.3.07 Sediment & Erosion Control Details
C.3.08 Sediment & Erosion Control Details
C.4.01 Site Plan
C.4.02 Site Plan
C.4.03 Site Plan Details
C.4.04 Site Plan Details
C.4.05 Site Plan Details
C.5.01 Paving Grading Drainage
C.5.02 Paving Grading Drainage
C.5.03 Drainage Profiles
C.5.04 Drainage Profiles
C.5.05 Paving Grading Drainage Details
C.5.06 Paving Grading Drainage Details
C.5.07 Paving Grading Drainage Details
C.5.08 Paving Grading Drainage Details
C.5.09 Paving Grading Drainage Details
C.5.10 Paving Grading Drainage Details
C.6.01 Water Sewer Utilities
C.6.02 Water Sewer Utilities
C.6.03 Water & Sewer Profiles
C.6.04 Sewer Details
C.6.05 Water Details
C.6.06 Water Details
C.6.07 Water Details
L.1.01 Landscape Plan
L.1.02 Landscape Plan
L.1.03 Landscape Details
℄℄
POND #1AWSE:12.0'
POND #2WSE:11.0'
C.4.01
Site Plan
1" = 30'
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CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC346 Seacoast Pkwy,Ste 200Mt. Pleasant, SC 29464PPLC License# P-2360
℄
POND #1BWSE:12.0'
POND #1AWSE:12.0'
C.4.02
Site Plan
1" = 30'
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DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC346 Seacoast Pkwy,Ste 200Mt. Pleasant, SC 29464PPLC License# P-2360
NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________
Applicant Checklist NCDOT Checklist
Driveway Application Process and Site Plan Requirements
ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND
DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE
APPLICATION TO THE APPLICANT FOR REVISION.
***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS***
Electronic Pre-Submittals
In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to
identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all
other required documents.
All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx
In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction.
Online resources:
•NCDOT Policy on Street and Driveway Access to North Carolina Highways:
https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an
d%20Driveway%20Access.pdf
•NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way:
https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx
•Electronic Forms Database:
https://connect.ncdot.gov/Pages/default.aspx
1)
a.Cover Letter
Include contact information for applicant and engineer, including email address, mailing address, and phone
number. Include the parcel number(s), description of all phases of the development and future land uses to be
served by the permit, and a description of the adjoining land owned or controlled by the applicant.
b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below)
https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc
c.$50.00 Inspection Fee Per Access Point
Attach to Permit Application form (not applicable for municipalities, churches, and schools)
d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc
e.Verification of Compliance with Environmental Regulations (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf
f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional
site plan requirement details can be found in section 2 of this document.
g.Design Plan Requirements for projects involving roadway improvements
If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information
Y N n/a
Engineering Studies
The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined
herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local
government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs
that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses
(TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina
licensed Professional Engineer.
Section 1: Requi
red Documents
|Required documents to accompany all Initial Driveway Application Submittals
Please note that these are the minimum requirements of all driveway permit applications.
All required documentation shall be submitted through the online portal as PDF files, with the exception of the
Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501
Barbados Blvd, Castle Hayne, NC 28429.
If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there
may be additional submittal materials required.
State of North Carolina | Department of Transportation | Division 3 | District 3
5501 Barbados Blvd, Castle Hayne, NC 28429
Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________
Y N n/a
Section 1: Required Documents (continued)
2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL
a.Site Plans
One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement
details can be found in section 2 of this document.
b.Performance and Indemnity Bond Information/Forms
See last page of document for bond information and forms
c.Performance and Indemnity Bond Amount
100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by
the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities,
churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway
Rights of Way for acceptable bond types
d.Radius Encroachment Letter (if applicable)
If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required
e.Hold Harmless Letter (if applicable)
If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will
be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit
Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below
Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways
1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown
2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable
3)Contact information of applicant and engineer, including mailing address, phone number, and email address
4)Show R/W lines, highway control of access, and property lines
5)All existing utilities (including handholes) and easements
6)R/W width
7)Existing posted speed limit(s) and design speed limit(s)
8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of
the property lines of the proposed development
9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any
other relevant transportation facilities in the development area
10)Include a plan sheet showing full site build-out and land use
11)Buildings shown with “gross leasable area”
12)Width of property frontage
13)Distance from R/W to buildings and gasoline service islands
14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34)
15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc.
Section 3: Driveway Plan Requirements
|
All driveway plans shall include and show, at a minimum, the items listed below
1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all
directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm
water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance.
2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways
3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77)
4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required
shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum
5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51)
In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached)
In shoulder sections, show grades at the EOP and centerline
6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31)
7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90°
allowed for right-in/right-out on a case-by-case basis) (page 51)
8)Driveway Profile (pages 42- 43)
Y N n/a Y N n/a
□□ □□ □ □
Y N n/a Y N n/a
Y N n/a Y N n/a
Section 3: Driveway Plan Requirements (continued)
9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W)
Asphalt: 8” ABC stone and 1.5” S9.5B
Concrete: 6” of concrete
10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’
11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std.
12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31)
13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29)
14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41)
15)Distance between driveways being requested (if applicable; page 51)
16)Minimum internal storage areas with specified queues (pages 31-33)
17)Minimum protected driveway stem(s) provided and indicated (pages 33-34)
18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required
|
Section 6: Roadway Plan Requirements
If off-site improvements are required, roadway plans shall show, at a minimum, the items below
1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway)
2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders)
Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below
•Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000
5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C
•Secondary Routes with AADT<10,000
5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B
3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary
The grinding of pavement markings will not be allowed
4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum
5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter
6)Indicate existing roadway grade
7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78)
8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79)
See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details
9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services
10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location
11)New and/or revised signal plans must be included for new installations and if signal modifications are required
All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic
Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200.
|
Section 4: Drainag e Requirements
All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below
Section 5: Internal Circ ulation Requirements
|All internal circulation details shall adhere to, at a minimum, the items listed below
1)Interior driveway channelization stems
Minimum 100’ from the ROW or at the discretion of the District Engineer
2)Traffic flow pattern
3)Traffic control devices
4)Pavement Markings
Y N n/a Y N n /a
Y N n/a Y N n/a
Y N n/a Y N n/a
Y N n/a Y N n/a
1)Pipe Cover Minimums (measured from top of pipe to subgrade)
High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12”
2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2)
Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and
310.04 of the Roadway Standard Drawings for details
Pipes >30" on multilane highways posted above 45mph require guardrail
Pipes ≥36" require an endwall on the inlet end
3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently
dedicated drainage easement will be required to accommodate the proposed project drainage
4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements)
5)Provide spot elevations along frontage of driveway (at EOP and centerline)
6)Provide grades and spot elevations for existing and proposed ditches
7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted)
C/L
EOTEOP
P/L
R/WR/W
R/W
EOP
EOP
EOP
EOP
NTS
R/W
P/L
DRAINAGE FLOW
DRAINAGE FLOW
DRAINAGE FLOW
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
S IGHT T R IANGLE
10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70'
DRIVEWAY
RR MIN. 30'MIN. 30'
NO ROADWAY IMPROVEMENT
COMMERCIAL DRIVEWAY WITH
NORMAL CROWN ROADWAY
6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
PIPE/TYPE/SIZE
WIDTH
CON
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HA
LT
LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER
SITE ADDRESS:TAX PARCEL #
20191115
PARALLEL END S.D. 310.02
INVERT ELEVATION
PARALLEL END S.D. 310.02
INVERT ELEVATION
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: April 24, 2025
Subject: Southeastern Freight Lines Phase 2 (SITECN-25-000074)
NCDOT Projects:
U-5863: Widening Castle Hayne Road/NC 133 from I-140/US 17 to Division Drive (SR-
1310).
U-5954: The construction of a roundabout at Castle Hayne Road/NC 133 and N 23rd Street
(SR-1302)
WMPO 2045 MTP Projects:
U-6083: N 23rd Street (SR-1302) widening from Castle Hayne Road/NC 133 to Martin
Luther King Jr Parkway/US 74. Note this is a joint project by NCDOT and ILM.
New Hanover County Projects:
2024 Bicycle & Pedestrian Priorities Plan Amendment proposed project: Blue Clay Road
(SR-1318)/Gordon Road (SR-1399) paved multi-use path from Castle Hayne Road/NC 133
to US 117/N College Road.
TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required. This is further
confirmed by the additional traffic – peak hour calculations provided by the applicant that are
specific to SEFL facilities.
Land Use (ITE Code) Intensity Unit 24 Hour
Volumes
AM Peak
Hour Trips
PM Peak
Hour Trips
Warehousing (150)
(Existing Facility) 10,910 SF 56 24 28
Warehousing (150)
(Additional Facility) 11,932 SF 57 25 28
Total 22,842 SF 113 49 56
Warehouse Storage– 4326 and 4330 Holly Shelter Road – TRC Review
Page | 1
To: James Fentress, P.E. Stroud Engineering
From: Ryan Beil, Development Review Planner
Date: May 7th, 2025 TRC
PID#: R01114-005-027-000, R01114-005-029-001
Egov# SITECN-25-000075
Subject: 4326 and 4330 Holly Shelter Road – Warehouse Storage - TRC Review
The following comments have been received for the May 7th, 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, Ryan Beil 910-798-7444
1. General Comments
a. Front parcel is R-15, rear parcel is I-2
b. 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. Parking calculations look good. Self Storage use requires .5 parking spaces per 1,000 of
rentable storage area. Project proposes 16,000 square feet of rentable storage area.
Required parking is 16,000 / 1,000 = 16 x .5 = 8 parking spots required, while providing 16
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 Storage– 4326 and 4330 Holly Shelter Road – TRC Review
Page | 2
4. UDO Section 5.3, Tree Retention
a. A tree removal permit will be required for the removal of trees at 4330 Holly Shelter rd.
b. As 4326 is currently zoned residential, a TRP is not required for tree removal but we would
still encourage mitigation of whatever trees must be removed
c. Mitigation required for trees being removed, can be met by retention or planting of new
trees
d. Please note gums only count as significant trees when in required street yard or buffer
areas.
e. 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. Still waiting on submission of Landscape plan which is required before TRC approval can
be granted.
i. Parking lot landscaping
1. UDO section 5.4.5 requires parking lot landscaping equal to 8% of the
parking area
ii. Street yard landscaping:
1. Non-residential uses in residential districts requires 12 square feet for
every linear foot of street yard frontage, with a minimum street yard
width of 8 feet, and a maximum width of 18 feet.
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. Pocosin is present but total acreage is below the minimum requirement to trigger
Conservation Space.
9. UDO Article 9, Flood Damage Prevention
a. These properties are not located in a flood plain
Warehouse Storage– 4326 and 4330 Holly Shelter Road – TRC Review
Page | 3
NHC Fire Services, Ray Griswold 910-798-7448
1. Fire Finals required
2. Portable Fire extinguishers required per NFPA 10
3. Address shall be posted at street entrance
NHC Soil & Water Conservation, Dru Harrison 910-798-7135
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.
4. Adequate outfall from the proposed stormwater control measures doesn’t appear available with
the lower/closest storm infrastructure located on the adjacent property owned by the County
which may be available for connection. Are the SCMs infiltration basins and has geotechnical
investigations confirmed their feasibility?
NHC Environmental Health, Dustin Fenske 910-798-6732
1. Site plan states connection to CFPUA water and sewer. Proposed infrastructure does not violate
setbacks to any surrounding properties well or septic systems.
NHC Sustainability Manager, Madelyn Wampler 910-798-7175
1. Comments forthcoming
NHC Addressing, McCabe Watson 910-798-7068
1. Existing address of 4330 Holly Shelter Rd is acceptable for use.
Warehouse Storage– 4326 and 4330 Holly Shelter Road – TRC Review
Page | 4
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
1. CFPUA TRC Comments provided are preliminary comments only.
2. Utility Plan review and connection will be required if there is any plumbing.
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 and sewer available.
5. Meter Sizing Form will also be required if there are any plumbing connections.
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
1. Comments attached
WMPO, Caitlin Cerza 910-473-5130
1. Comments attached
Army Corps of Engineers, Brad Shaver 910-251-4611
1. The Corps has no records from this property.
Wilmington International Airport, Granseur, Dick, 910-341-4333 x 1016
1. This site is located near an active FAA Navigational Facility and planned activities may impact
signal strength. If the building height is planned to exceed 40’ above ground level (AGL) for this
site or temporary construction equipment (crane) exceeds 105’ AGL for this site, the developer
shall file a FAA Notice of Construction initializing an airspace study by utilizing FAA Form 7460-1
in in accordance with 14 CFR Part 77.9(b)(1). It is encouraged that developer file as soon as
possible to allow for any plan adjustments that may be required to result in a finding of “No
Impact”.
2. N.C.G.S.143-214.7 (c3) prohibits DEQ from requiring airports, as well as other development
projects located within five miles from the airport air operations area, to use SCMs that promote
standing water to discourage wildlife habitat (particularly birds). In the spirit of this regulation,
the Airport STRONGLY encourages the developer to utilize “dry” SCMs to the greatest degree
practical, including extended dry detention ponds, infiltration basins, etc. as may be required to
meet DEQ water quality/ quantity requirements while minimizing potential hazards to aircraft
from birds/wildlife.
Warehouse Storage– 4326 and 4330 Holly Shelter Road – TRC Review
Page | 5
Comments not received at this time from:
Emergency Services & E911, Steve Still
NCDEQ, Chad Coburn
NCDEMLR, Dan Sams
DCM, Tanya Pietila
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 (Holly Shelter Rd)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Mu Murville fine sand 3.7 100.0%
Totals for Area of Interest 3.7 100.0%
Custom Soil Resource
Report Soil Map (Holly
Shelter Rd)
38
0
50
0
0
38
0
50
2
0
38
0
50
4
0
38
0
50
6
0
38
0
50
8
0
38
0
51
0
0
38
0
51
2
0
38
0
51
4
0
38
0
51
6
0
38
0
51
8
0
38
0
52
0
0
38
0
50
0
0
38
0
50
2
0
38
0
50
4
0
38
0
50
6
0
38
0
50
8
0
38
0
51
0
0
38
0
51
2
0
38
0
51
4
0
38
0
51
6
0
38
0
51
8
0
38
0
52
0
0
233
800
233
820
233
840
233
860
233
880
233
900
233
920
233
940
233
800
233
820
233
840
233
860
233
880
233
900
233
920
233
940
34° 21' 14'' N
77
°
53
'
39
'
'
W
34° 21' 14'' N
77
°
53
'
33
'
'
W
34° 21' 7'' N
77
°
53
'
39
'
'
W
34° 21' 7'' N
77
°
53
'
33
'
'
W
N
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84
0 50 100 200 300Feet015306090Meters
Map Scale: 1:1,030 if printed on A portrait (8.5" x 11") sheet.
Soil Map may not be valid at this scale.
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, April 23rd,
2025
FROM: Dru Harrison, Director
RE:
I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE
COMMENTS: The soils are predominantly Murville fine sand (Mu).
According to the booklet, “Wilmington/New Hanover Classification of soils for
Septic Tank Suitability, Murville is a Class III soil. The Soil Survey of New
Hanover County lists Murville as very poorly drained.
Murville is on the New Hanover County Hydric Soils A list, which means they are
possibly wetland areas and subject to regulation under the Clean Water Act. It
should be noted, according to the Soil Survey of New Hanover County, the
limitation for dwellings with or without basements and for small commercial
buildings is severe for all of the soils on this site. The limitations are due to
flooding and/or wetness. 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: April 15, 2025
Subject: 12 Storage Units – 4326 & 4330 Holly Shelter Road
________________________________________________________________________
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
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.
x 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).
x 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
Site Plan Comments:
Hydraulic calculations and associated plan sheets will need to be submitted for the site.
x This will be reviewed by the NCDOT Hydraulics Unit.
Include/update the NCDOT Standard Drawings (2024) that are applicable to the
development.
Sight Triangles and Sight Distance:
x Show and label the 10’ X 70’ NCDOT sight triangles.
o No obstructions shall be placed within the NCDOT sight triangles.
x Show and label the stopping sight distance.
o No obstructions shall be placed within the stopping sight distance.
Identification Signing and Landscaping:
x 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.
x 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.”
x 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.
Show and label all gates with distances to the right of way line.
Label the radii for the driveway proposed driveway/driveways.
x Make sure to accommodate the largest proposed vehicle.
Label the internal protection stem length for the proposed driveway connection.
x Measured from the right-of-way line.
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
x Show a minimum of 50’, the future developments driveway will need to be
outside of the 50’ stem.
You can coordinate with the district office with any questions 910-398-9100.
NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________
Applicant Checklist NCDOT Checklist
Driveway Application Process and Site Plan Requirements
ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND
DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE
APPLICATION TO THE APPLICANT FOR REVISION.
***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS***
Electronic Pre-Submittals
In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to
identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all
other required documents.
All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx
In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction.
Online resources:
•NCDOT Policy on Street and Driveway Access to North Carolina Highways:
https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an
d%20Driveway%20Access.pdf
•NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way:
https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx
•Electronic Forms Database:
https://connect.ncdot.gov/Pages/default.aspx
1)
a.Cover Letter
Include contact information for applicant and engineer, including email address, mailing address, and phone
number. Include the parcel number(s), description of all phases of the development and future land uses to be
served by the permit, and a description of the adjoining land owned or controlled by the applicant.
b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below)
https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc
c.$50.00 Inspection Fee Per Access Point
Attach to Permit Application form (not applicable for municipalities, churches, and schools)
d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc
e.Verification of Compliance with Environmental Regulations (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf
f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional
site plan requirement details can be found in section 2 of this document.
g.Design Plan Requirements for projects involving roadway improvements
If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information
Y N n/a
Engineering Studies
The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined
herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local
government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs
that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses
(TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina
licensed Professional Engineer.
Section 1: Requi
red Documents
|Required documents to accompany all Initial Driveway Application Submittals
Please note that these are the minimum requirements of all driveway permit applications.
All required documentation shall be submitted through the online portal as PDF files, with the exception of the
Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501
Barbados Blvd, Castle Hayne, NC 28429.
If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there
may be additional submittal materials required.
State of North Carolina | Department of Transportation | Division 3 | District 3
5501 Barbados Blvd, Castle Hayne, NC 28429
Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________
Y N n/a
Section 1: Required Documents (continued)
2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL
a.Site Plans
One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement
details can be found in section 2 of this document.
b.Performance and Indemnity Bond Information/Forms
See last page of document for bond information and forms
c.Performance and Indemnity Bond Amount
100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by
the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities,
churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway
Rights of Way for acceptable bond types
d.Radius Encroachment Letter (if applicable)
If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required
e.Hold Harmless Letter (if applicable)
If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will
be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit
Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below
Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways
1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown
2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable
3)Contact information of applicant and engineer, including mailing address, phone number, and email address
4)Show R/W lines, highway control of access, and property lines
5)All existing utilities (including handholes) and easements
6)R/W width
7)Existing posted speed limit(s) and design speed limit(s)
8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of
the property lines of the proposed development
9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any
other relevant transportation facilities in the development area
10)Include a plan sheet showing full site build-out and land use
11)Buildings shown with “gross leasable area”
12)Width of property frontage
13)Distance from R/W to buildings and gasoline service islands
14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34)
15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc.
Section 3: Driveway Plan Requirements
|
All driveway plans shall include and show, at a minimum, the items listed below
1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all
directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm
water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance.
2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways
3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77)
4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required
shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum
5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51)
In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached)
In shoulder sections, show grades at the EOP and centerline
6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31)
7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90°
allowed for right-in/right-out on a case-by-case basis) (page 51)
8)Driveway Profile (pages 42- 43)
Y N n/a Y N n/a
□□ □□ □ □
Y N n/a Y N n/a
Y N n/a Y N n/a
Section 3: Driveway Plan Requirements (continued)
9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W)
Asphalt: 8” ABC stone and 1.5” S9.5B
Concrete: 6” of concrete
10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’
11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std.
12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31)
13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29)
14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41)
15)Distance between driveways being requested (if applicable; page 51)
16)Minimum internal storage areas with specified queues (pages 31-33)
17)Minimum protected driveway stem(s) provided and indicated (pages 33-34)
18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required
|
Section 6: Roadway Plan Requirements
If off-site improvements are required, roadway plans shall show, at a minimum, the items below
1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway)
2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders)
Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below
•Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000
5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C
•Secondary Routes with AADT<10,000
5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B
3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary
The grinding of pavement markings will not be allowed
4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum
5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter
6)Indicate existing roadway grade
7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78)
8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79)
See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details
9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services
10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location
11)New and/or revised signal plans must be included for new installations and if signal modifications are required
All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic
Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200.
|
Section 4: Drainag e Requirements
All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below
Section 5: Internal Circ ulation Requirements
|All internal circulation details shall adhere to, at a minimum, the items listed below
1)Interior driveway channelization stems
Minimum 100’ from the ROW or at the discretion of the District Engineer
2)Traffic flow pattern
3)Traffic control devices
4)Pavement Markings
Y N n/a Y N n /a
Y N n/a Y N n/a
Y N n/a Y N n/a
Y N n/a Y N n/a
1)Pipe Cover Minimums (measured from top of pipe to subgrade)
High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12”
2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2)
Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and
310.04 of the Roadway Standard Drawings for details
Pipes >30" on multilane highways posted above 45mph require guardrail
Pipes ≥36" require an endwall on the inlet end
3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently
dedicated drainage easement will be required to accommodate the proposed project drainage
4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements)
5)Provide spot elevations along frontage of driveway (at EOP and centerline)
6)Provide grades and spot elevations for existing and proposed ditches
7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted)
C/L
EOTEOP
P/L
R/WR/W
R/W
EOP
EOP
EOP
EOP
NTS
R/W
P/L
DRAINAGE FLOW
DRAINAGE FLOW
DRAINAGE FLOW
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
S IGHT T R IANGLE
10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70'
DRIVEWAY
RR MIN. 30'MIN. 30'
NO ROADWAY IMPROVEMENT
COMMERCIAL DRIVEWAY WITH
NORMAL CROWN ROADWAY
6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
PIPE/TYPE/SIZE
WIDTH
CON
CR
ET
E
/ASP
HA
LT
LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER
SITE ADDRESS:TAX PARCEL #
20191115
PARALLEL END S.D. 310.02
INVERT ELEVATION
PARALLEL END S.D. 310.02
INVERT ELEVATION
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: April 24, 2025
Subject: Warehouse Storage – 4326 and 4330 Holly Ridge Road (SITECN-25-000073)
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
Mini Warehouse (151) 12 Storage
Units 222 18 18
RaceTrac Gas Station – US HWY 421 N – TRC Review
Page | 1
To: Justin Giambalvo, RaceTrac, Inc
From: Katherine May, Development Review Planner
Date: May 7, 2025 TRC
PID#: R02400-001-068-000
Egov# SITECN-25-000076
Subject: 4200 Block of US HWY 421 N – RaceTrac Gas Station - TRC Review
The following comments have been received for the May 7, 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, Katherine May 910-798-7443
1. General Comments
a. The zoning district is I-2.
b. The use is for a gas station and convenience store.
c. There does not appear to be transmission lines on the property.
2. UDO Section 5.1, Parking and Loading
a. The site provides 26 parking spaces. The use of convenience store requires a minimum of
2.5 parking spaces for every 1,000 square feet of building area. Required parking is 3,500/
1,000 = 3.5 x 2.5 = 9 required parking spaces.
b. EV parking is required when over 25 parking spaces are provided.
3. UDO Section 5.2, Traffic, Access and Connectivity
a. Please note that no building permit for any structure shall be issued which requires
NCDOT approval for a Driveway Permit until NCDOT has issued the permit approval. Evidence
of approval shall accompany the application for building permit.
4. UDO Section 5.3, Tree Retention
a. A tree removal permit must be submitted prior to TRC approval.
b. Retained trees on neighboring parcel do not count towards mitigation. Trees located
outside of parcel do not count towards mitigation.
RaceTrac Gas Station – US HWY 421 N – TRC Review
Page | 2
c. d. Please update tree legend to include only the trees on the subject site.
e. Note which trees are being removed or remaining on the tree legend.
f. Replacement trees should reflect the type being removed.
g. 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. Thank you for providing the landscape plan!
b. The site does not abut residential property so no buffers are required.
c. The dumpster is sufficiently screened.
d. The parking lot landscaping is sufficient and meets the minimum requirements. Excellent
choice of shade trees, thank you.
e. Section 5.4.6.B: Street Yard
i.The landscape notes list 13 trees in the street yard, but I counted 12. Please let me
know if I just missed the extra tree or add it into the plan.
f. Section 5.4.7: Foundation Plantings
i.Please provide foundation plantings calculation on landscape plan.
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. Site shows Leon soils on half of the parcel which is a class III soil type. Class III is defined
as severe limitations; requires extensive modification and intensive maintenance.
9. UDO Article 9, Flood Damage Prevention
a. The site is not in a flood plain.
NHC Fire Services, Ray Griswold 910-798-7448
RaceTrac Gas Station – US HWY 421 N – TRC Review
Page | 3
1. Fire Finals required
2. Portable Fire extinguishers required per NFPA 10
3. Underground Fuel tank & piping permits required
NHC Soil & Water Conservation, Dru Harrison 910-798-7130
1. Comments are attached.
NHC Engineering, Galen Jamison 910-798-7072
1. A request for additional information has been provided to the applicant for County stormwater
permit and land disturbing permit. The stormwater and land disturbing review fees must be paid
prior to permit issuance.
2. Please contact the State for their stormwater permit requirements.
NHC Environmental Health, Dustin Fenske 910-798-6732
1. Septic: Site plan reflects connection to public sewer. Infrastructure does not impede on
surrounding properties septic systems.
2. Well: Site plan reflects connection to public water. Infrastructure does not impede on
surrounding properties drinking water wells.
NHC Sustainability Manager, Madelyn Wampler 910-798-7175
1. No comments.
NHC Addressing, McCabe Watson 910-798-7068
1. Existing address is acceptable.
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
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 is available; CFPUA sewer is available via a forcemain-to-forcemain connection
(please refer to CFPUA Detail S-14).
4. Meter Sizing Form will be required.
5. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains).
6. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application
Form and a Preliminary Plan, this determination does not guarantee capacity.
7. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the
plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the Authority.
NCDOT, Nick Drees 910-343-3915
RaceTrac Gas Station – US HWY 421 N – TRC Review
Page | 4
1. Comments are attached
WMPO, Caitlin Cerza 910-341-0107
1. Comments are attached.
Army Corps of Engineers, Brad Shaver 910-251-4611
1. No comments.
Comments not received at this time from:
Emergency Services & E911, Steve Still
NCDEQ, Chad Coburn
NCDEMLR, Dan Sams
DCM, Tanya Pietila
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 (RaceWay)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Kr Kureb sand, 1 to 8 percent
slopes
5.6 75.6%
Le Leon sand 1.7 23.0%
Rm Rimini sand, 1 to 6 percent
slopes
0.1 1.4%
Totals for Area of Interest 7.5 100.0%
Custom Soil
Resource Report
Soil Map
(RaceWay)
38
0
00
2
0
38
0
00
6
0
38
0
01
0
0
38
0
01
4
0
38
0
01
8
0
38
0
02
2
0
38
0
02
6
0
38
0
03
0
0
38
0
03
4
0
38
0
03
8
0
38
0
00
2
0
38
0
00
6
0
38
0
01
0
0
38
0
01
4
0
38
0
01
8
0
38
0
02
2
0
38
0
02
6
0
38
0
03
0
0
38
0
03
4
0
38
0
03
8
0
225
360
225
400
225
440
225
480
225
520
225
560
225
600
225
640
225
360
225
400
225
440
225
480
225
520
225
560
225
600
34° 18' 30'' N
77
°
59
'
3
'
'
W
34° 18' 30'' N
77
°
58
'
52
'
'
W
34° 18' 18'' N
77
°
59
'
3
'
'
W
34° 18' 18'' N
77
°
58
'
52
'
'
W
N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS840 50 100 200 300Feet02550100 150Meters
Soil Map may not be valid
at this scale.
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, April 23rd,
2025
FROM: Dru Harrison, Director
RE:
I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE
COMMENTS: The soils are predominantly Kureb sand (Kr), Leon sand (Le), and Rimini
sand (Rm).
According to the booklet, “Wilmington/New Hanover Classification of soils for Septic
Tank Suitability, Kureb and Rimini are Class I soils, while Leon is a Class III soil.
The Soil Survey of New Hanover County lists Kureb and Rimini 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. Kureb 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: April 15, 2025
Subject: Raceway 1725 – 4251 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
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.
x 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).
x Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for
required documents and site plan information.
Required Roadway Improvements:
A TIA is under review, once it is approved additional comments will be provided by
NCDOT.
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
Refer to the NCDOT Roadway Design Manual for help with the design of any required
roadway improvements.
Site Plan Comments:
Due to the TIA not being approved, any design related items associated with the
proposed driveways design, stem length requirements, roadway improvements,
etcetera will be provided once the TIA is approved.
Include/update the NCDOT Standard Drawings (2024) that are applicable to the
development.
Sight Triangles and Sight Distance:
x Show and label the 10’ X 70’ NCDOT sight triangles.
o No obstructions shall be placed within the NCDOT sight triangles.
x Show and label the stopping sight distance.
o No obstructions shall be placed within the stopping sight distance.
Identification Signing and Landscaping:
x 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.
x 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.”
x 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.
Label the internal protection stem length for the proposed driveway connection.
x Measured from the right-of-way line.
You can coordinate with the district office with any questions 910-398-9100.
COV
CO
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3/26/2025
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CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO
ANY REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
R
Know what's below.Call before you dig.
RACEWAY 1725 - CAPE FEAR
SDI PROJECT #S240606 - STORE # 1725
4251 US HWY 421N
DEVELOPMENT PLANS
WILMINGTON, NEW HANOVER COUNTY, NC
PROJECT INFORMATION
ZONING
PARCEL ID
PERMIT TYPE PERMIT NUMBER (APPROVAL DATE)
CONSULTANTS
ENGINEER
SITE DESIGN, INC.ZEDEKIAH HEYDENBURG, P.E.225 ROCKY CREEK ROADGREENVILLE, SC 29615PHONE: 864-285-0618
LANDSCAPE ARCHITECT SURVEYOR
UTILITY PROVIDERS
WATER
CAPE FEAR PUBLIC UTILITY253 GOVERNMENT CENTER DR.WILMINGTON, NC 28403BERNICE JOHNSONPHONE: 910-332-6620
ELECTRIC TELEPHONE
DUKE ENERGYN/AN/AJAMES CHAVISPHONE: 910-338-6993
UTITLITY DEPARTMENTADRESSCITY, STATE, ZIPCONTACT NAMEPHONE:
SANITARY SEWER GAS CABLE
PEIDMONT NATURAL GAS1321 S. 10TH STREETWILMINGTON, NC 28401PAUL GONKAPHONE: 910-251-2810
UTITLITY DEPARTMENTADRESSCITY, STATE, ZIPCONTACT NAMEPHONE:
STORM
NEW HANOVER COUNTY230 GOVERNMENT CENTER DR.
WILMINGTON, NC 28403GALEN JAMISONPHONE: 910-798-7072
FIRE DISTRICT
NEW HANOVER COUNTY2100 CAPITAL DRIVEWILMINGTON, NC 28405RAYMON GRISWOLDPHONE: 910-798-7448
OTHER
UTITLITY DEPARTMENTADRESSCITY, STATE, ZIPCONTACT NAMEPHONE:
SHEET INDEX
NO.
COV
S1 BOUNDARY & TOPOGRAPHIC SURVEY (BY OTHERS)
COVER SHEET
TREE SURVEY (AS REQUIRED)
PLAT (AS REQUIRED)
DEMOLITION PLAN
STORMWATER POLLUTION PREVENTION PLAN - PHASE 1
GENERAL REQUIREMENTS
SITE PLAN
S1.1
S1.2
C1
C2
GR1
C3
C3.1
C3.2
C5
C7
C7.1
C8
C8.1
PAVING PLAN
JOINTING PLAN
DRAINAGE PLAN
UTILITY PLAN
RIGHT-OF-WAY IMPROVEMENTS
CONSTRUCTION DETAILS
UTILITY DETAILS
SD1 - SD4 RACETRAC STANDARD DETAILS
L1 - L1.3 LANDSCAPE PLANS, DETAILS AND SPECIFICATIONS
L2 - L2.3 IRRIGATION PLANS, DETAILS AND SPECIFICATIONS
L3 MAINTENANCE SPECIFICATIONS
SHEET DESCRIPTION
TS1 - TS2 COUNTY/STATE DOT DETAILS
SP1 PHOTOMETRIC PLAN (BY OTHERS)
PERMIT TYPE
PERMIT TYPE
PERMIT TYPE
PERMIT TYPE
PERMIT TYPE
PERMIT TYPE
PERMIT TYPE
PERMIT TYPE
CONSTRUCTION INFORMATION
RACETRAC 24-HOUR PHONE NUMBER: 770-595-0309CONTACT NAME: TOMMY PEASE
VICINITY MAP
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTIONREQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALLNECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTION ACCORDING TO AGENCYINSTRUCTION.2. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUSGOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK, INCLUDING LANDSCAPING.3. CONTRACTOR SHALL SUBMIT FOR REVIEW TO THE OWNER'S CONSTRUCTION MANAGER SHOPDRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS TO USE ON THIS SITE. FAILURE TO OBTAINAPPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'SEXPENSE. CONSTRUCTION MANAGER'S APPROVAL OF A SHOP DRAWING DOES NOT RELIEVECONTRACTOR'S RESPONSIBILITY FOR PERFORMANCE OF THE ITEM.4. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEINGPERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT IS NECESSARY FOR THECONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY WITH OTHERCONTRACTOR'S AND UTILITY COMPANIES.5. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTIONSHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY.6. CONTRACTOR SHALL REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT ANDCOMMENCING CONSTRUCTION.7. AT LEAST 72 HOURS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER ANDAPPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THECONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION ASREQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER OR WITHOUT AGENCYINSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'SEXPENSE.8. THE CONTRACTOR SHALL USE EACH PLAN IN CONJUNCTION WITH THE ENTIRE SET OF DRAWINGS ANDJOB SPECIFICATIONS. DO NOT REMOVE OR DEMOLISH ANYTHING WITHOUT VERIFYING ANDCOORDINATING WITH ALL ELECTRICAL, PLUMBING, MECHANICAL, GENERAL TRADES, AND UTILITYCOMPANIES AS THEY AFFECT THE OVERALL PROJECT.9. ALL WORK SHOWN SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS
GENERAL NOTES:
THIS MATRIX HAS BEEN PROVIDED FOR INFORMATION PURPOSES. THE CONTRACTOR SHALL PROVIDE ANY ANDALL APPURTANCES, TRENSHING AND BACKFILL, AND OTHER INCIDENTALS TO MEET OR EXCEED THESPECIFICATIONS OF THE ITEMS LISTED.
(EXPIRATION DATE)
C4 GRADING PLAN
PARCEL ID # R02400-001-068-000
REV DATE
DRAINAGE PROFILES
C6
HEAVY INDUSTRIAL DISTRICT (I-2)
PART OF R02400-001-068-000
SITE DESIGN, INC.ALISON BRANDT, P.L.A225 ROCKY CREEK ROADGREENVILLE, SC 29615PHONE: 864-285-0618
SITE DESIGN, INC.CLAY JONES, P.L.S.225 ROCKY CREEK ROADGREENVILLE, SC 29615PHONE: 864-285-0618
CAPE FEAR PUBLIC UTILITY253 GOVERNMENT CENTER DR.WILMINGTON, NC 28403BERNICE JOHNSONPHONE: 910-332-6620
UNIT # 160
STORMWATER POLLUTION PREVENTION PLAN - PHASE 2C2.1
20K - REGULAR
12K - PREMIUM
24K - DIESEL
12K - DEF 12K - B100
ALTERNATE
SI
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3/26/2025
ZHEYDENBURG
S240606_BASE-SHEETS.dwg0306015
1" = 30'
CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANYREVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.
R
Know what's below.Call before you dig.
SITE DESIGN STANDARDS
BUILDING SETBACK
FRONT (EAST)
SIDE, INTERIOR (SOUTH)
REAR (WEST)
REQUIRED PROVIDED
SIGN SETBACK REQUIRED PROVIDED
FRONT (SOUTH)
SIDE, STREET (WEST)-
50'
106'
75.3'
202.6'
-
-
(D) = SUBJECT TO DEVIATION REQUEST.
LAND USE SUMMARY (ON SITE)
CATEGORY
6" CONCRETE
8" CONCRETE
CURB
FT2
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PROPOSEDCONCRETE SIDEWALK
PROPOSED BOLLARD (DETAIL 10/SD1)
PROPOSED DECORATIVE LIGHT POLES(DETAIL 5, SHEET SD2)
CURB BACKING (DETAIL 4, SHEET SD1)
PROPOSED AREA LIGHT POLES(DETAIL 8, SHEET SD2)
TEMPORARY CONSTRUCTION EASEMENT &PROPOSED SLOPE EASEMENT AREA
#PARKING SPOT COUNTS
C3
8SD1
2SD2
10SD1 typ.
1SD2
11SD1
6SD1
4SD7
9
SD6 TYP.
4SD6 TYP.
6SD6
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50'
3,600
88,240
33,630
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8SD1
5SD7
5SD7
5SD7
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SIDE, INTERIOR (NORTH)
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R43.5'
R58.5'R8.5'
R100.0'
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R18.5'R8.5'R12.5'
R3.5'R3.5'
R23.5'R13.5'
R23.5'
R41.5'
R48.5'
R38.5'R14.2'R14.2'
R33.5'
R90.5'
R3.5'
R41.5'
R3.5'R3.5'
R38.5'R78.5'
R38.5'
R13.5'
R3.5'R3.5'
R50.0'
R50.0'
R50.0'
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'
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6
SD1
6SD1
RACEWAY MARKET3,500 S.F.
INSET CURB FORTYPE 'A' CATCHBASIN (TYP.)
DUMPSTERENCLOSURE -REFER TOARCH. DWG
REFER TO SHEET C5 FORPAVING PLAN AND CURBSCHEDULE
100 S.F. LEDPRICE LOGOSIGN - DESIGNAND PERMIT BYOTHERS
INSET CURB FORTYPE 'A' CATCHBASIN (TYP.)
TEMPORARYCONSTRUCTIONEASEMENT
40.
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'
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NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________
Applicant Checklist NCDOT Checklist
Driveway Application Process and Site Plan Requirements
ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND
DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE
APPLICATION TO THE APPLICANT FOR REVISION.
***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS***
Electronic Pre-Submittals
In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to
identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all
other required documents.
All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx
In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction.
Online resources:
•NCDOT Policy on Street and Driveway Access to North Carolina Highways:
https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an
d%20Driveway%20Access.pdf
•NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way:
https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx
•Electronic Forms Database:
https://connect.ncdot.gov/Pages/default.aspx
1)
a.Cover Letter
Include contact information for applicant and engineer, including email address, mailing address, and phone
number. Include the parcel number(s), description of all phases of the development and future land uses to be
served by the permit, and a description of the adjoining land owned or controlled by the applicant.
b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below)
https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc
c.$50.00 Inspection Fee Per Access Point
Attach to Permit Application form (not applicable for municipalities, churches, and schools)
d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc
e.Verification of Compliance with Environmental Regulations (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf
f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional
site plan requirement details can be found in section 2 of this document.
g.Design Plan Requirements for projects involving roadway improvements
If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information
Y N n/a
Engineering Studies
The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined
herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local
government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs
that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses
(TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina
licensed Professional Engineer.
Section 1: Requi
red Documents
|Required documents to accompany all Initial Driveway Application Submittals
Please note that these are the minimum requirements of all driveway permit applications.
All required documentation shall be submitted through the online portal as PDF files, with the exception of the
Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501
Barbados Blvd, Castle Hayne, NC 28429.
If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there
may be additional submittal materials required.
State of North Carolina | Department of Transportation | Division 3 | District 3
5501 Barbados Blvd, Castle Hayne, NC 28429
Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________
Y N n/a
Section 1: Required Documents (continued)
2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL
a.Site Plans
One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement
details can be found in section 2 of this document.
b.Performance and Indemnity Bond Information/Forms
See last page of document for bond information and forms
c.Performance and Indemnity Bond Amount
100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by
the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities,
churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway
Rights of Way for acceptable bond types
d.Radius Encroachment Letter (if applicable)
If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required
e.Hold Harmless Letter (if applicable)
If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will
be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit
Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below
Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways
1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown
2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable
3)Contact information of applicant and engineer, including mailing address, phone number, and email address
4)Show R/W lines, highway control of access, and property lines
5)All existing utilities (including handholes) and easements
6)R/W width
7)Existing posted speed limit(s) and design speed limit(s)
8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of
the property lines of the proposed development
9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any
other relevant transportation facilities in the development area
10)Include a plan sheet showing full site build-out and land use
11)Buildings shown with “gross leasable area”
12)Width of property frontage
13)Distance from R/W to buildings and gasoline service islands
14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34)
15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc.
Section 3: Driveway Plan Requirements
|
All driveway plans shall include and show, at a minimum, the items listed below
1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all
directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm
water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance.
2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways
3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77)
4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required
shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum
5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51)
In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached)
In shoulder sections, show grades at the EOP and centerline
6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31)
7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90°
allowed for right-in/right-out on a case-by-case basis) (page 51)
8)Driveway Profile (pages 42- 43)
Y N n/a Y N n/a
□□ □□ □ □
Y N n/a Y N n/a
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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
Y N n/a Y N n /a
Y N n/a Y N n/a
Y N n/a Y N n/a
Y N n/a Y N n/a
1)Pipe Cover Minimums (measured from top of pipe to subgrade)
High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12”
2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2)
Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and
310.04 of the Roadway Standard Drawings for details
Pipes >30" on multilane highways posted above 45mph require guardrail
Pipes ≥36" require an endwall on the inlet end
3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently
dedicated drainage easement will be required to accommodate the proposed project drainage
4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements)
5)Provide spot elevations along frontage of driveway (at EOP and centerline)
6)Provide grades and spot elevations for existing and proposed ditches
7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted)
C/L
EOTEOP
P/L
R/WR/W
R/W
EOP
EOP
EOP
EOP
NTS
R/W
P/L
DRAINAGE FLOW
DRAINAGE FLOW
DRAINAGE FLOW
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
S IGHT T R IANGLE
10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70'
DRIVEWAY
RR MIN. 30'MIN. 30'
NO ROADWAY IMPROVEMENT
COMMERCIAL DRIVEWAY WITH
NORMAL CROWN ROADWAY
6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
PIPE/TYPE/SIZE
WIDTH
CON
CR
ET
E
/ASP
HA
LT
LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER
SITE ADDRESS:TAX PARCEL #
20191115
PARALLEL END S.D. 310.02
INVERT ELEVATION
PARALLEL END S.D. 310.02
INVERT ELEVATION
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: 4/24/2025
Subject: Highway 421 RaceTrac C-Store (SITECN-25-000076)
Comments:
The TIA process is currently in the process of being reviewed and approved. A revised
Traffic Impact Study was submitted to the WMPO on April 4, 2025. Preliminary approval is
anticipated to be sent by May 5, 2025.
NCDOT Projects:
N/A
WMPO 2045 Projects:
N/A
New Hanover County:
N/A
TIA: The TIA is currently under review by WMPO, NCDOT, and New Hanover County staff. All
improvements outlined in the approved TIA will be required. Please reach out to Caitlin Cerza
(Caitlin.Cerza@wilmingtonnc.gov) if any questions arise related to the TIA.
Kingpost Flex Commercial Space – 3300 block of Castle Hayne Road – TRC Review
Page | 1
To: Logan Fritts, Kingpost Properties, LLC
From: Robert Farrell, Development Review Supervisor
Date: May 7, 2025 TRC
PID: R02600-003-086-000
Egov# SITECN-25-000077
Subject: 3300 block of Pennington Drive – Kingpost Commercial Flex Space
The following comments have been received for the May 7, 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, Robert Farrell, rfarrell@nhcgov.com
1. General Comments
a. The property is zoned PD, Planned Development. The site is part of the Blue Clay Farms
Planned Development approved in August 2006. The project includes the uses of a
contractor office, offices for private business and professional activities, warehouse, and
retail. All listed uses are permitted by right in the PD district.
b. No additional use restrictions are required under Article 4.1.
c. The PD master plan established a commercial density of 12,000 square feet of commercial
space per acre. Parcel is 1.04 acres which would allow a maximum of 12,480 square feet.
Project proposes 12,219 square feet of commercial space which is under the commercial
density requirement. The site could be allowed an additional 261 square feet of
commercial space. Any future addition will require a revised site plan approved by New
Hanover County.
d. Buildings located on the periphery of the PD district shall be set back a minimum of 20
feet from the PD district boundary. The building is set back 50 feet from the front property
line.
e. Plans show the building height of 30 feet which is below the maximum allowed in the PD
district.
Kingpost Flex Commercial Space – 3300 block of Castle Hayne Road – TRC Review
Page | 2
2. UDO Section 5.1, Parking and Loading
a. The PD master plan established a commercial parking allowance of no more than 4 spaces
per every 1,000 square feet of commercial building.
12,219 sq ft building / 1,000 = 12.2 x 4 spaces = 48.8
Decimals above 0.5 are rounded up to the nearest whole number.
49 maximum parking spaces allowed.
Project proposes 38 parking spaces.
b. The proposed dimensions of the parking spaces meet the requirements of Table 5.1.4.B.
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 the building permit.
4. UDO Section 5.3, Tree Retention
a. A separate tree removal permit is required for the site.
b. Note: Land disturbance permits can be issued by county Engineering before a Tree
Removal Permit is approved by Planning. However, any trees removed before the Tree
Removal Permit is issued may result in enforcement action under Section 5.3.2 of the
Unified Development Ordinance to include prohibiting any development of the site for 3
to 5 years.
5. UDO Section 5.4, Landscaping and Buffering
a. Type A transitional buffers are not required for this project. The parcel to the east is in
the Office / Commercial area of the PD master plan. The property to the west is zoned I-
2, and the area to the north is designated open space under the PD master plan.
b. Section 5.4.4 Screening requires dumpsters to be screened from the view of any public
right-of-way. Pennington Drive is a public right of way, and the dumpster could potentially
be seen at the rear of the site. The plans show a walled area around the dumpster, the
height of that screening will need to be labeled on the plans.
c. Parking lot interior landscaping is equal to 8% of the total area used for parking, loading,
drive aisles, and driveways. Total required parking lot interior landscaping 1,284.8 square
feet. The total amount provided is 1,344 square feet, exceeding the ordinance
requirement.
d. Please include a 120-foot measurement from the edge of the landscape islands to ensure
all parking spaces are within 120 feet of the required parking lot islands.
Kingpost Flex Commercial Space – 3300 block of Castle Hayne Road – TRC Review
Page | 3
e. While the street yard provided appears to meet the ordinance standard, please confirm
and label the width of the driveway where it accesses Pennington Drive. That appears to
be the width subtracted from the property frontage to calculate the street yard
requirement.
f. Foundation planting calculations on landscape plan are correct.
6. UDO Section 5.5, Lighting
a. Is any outdoor lighting proposed for the site?
b. Please note that a lighting plan is not required for TRC approval but will be required before
the construction plans can be approved.
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. Conservation resources map indicates the property is in Agricultural Land and
Successional Land. Those are not designated conservation resources. Section 5.7 of the
UDO does not apply.
9. UDO Article 9, Flood Damage Prevention
a. The property is not within a Special Flood Hazard Area.
NHC Fire Services, Ray Griswold 910-798-7448
1. Fire finals required
2. Portable fire extinguishers required per NFPA 10
3. No storage over 12 feet high allowed unless permitted through this office
NHC Engineering, Galen Jamison 910-798-7072
1. A land disturbing permit issued by the County is required for this project. Please submit the
permit applications 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.
Kingpost Flex Commercial Space – 3300 block of Castle Hayne Road – TRC Review
Page | 4
2. A County stormwater permit issued by the County for storm sewer conveyance 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. It appears adequate existing drainage outfall is best suited to drain to the NE. Has storm sewer
outfall been determined?
4. Please contact the State for permit modifications to the existing stormwater permit, SW960411
and to determine BUA allocation. Please forward a copy of the modified State stormwater
permit when completed.
NHC Environmental Health, Dustin Fenske 910-798-6732
1. Site plan reflects connection to public water and sewer. Pennington Drive and surrounding
properties appear to be exclusive to public water and sewer and should not violate setbacks to
any wells or septic systems.
NHC Addressing, McCabe Watson 910-798-7068
1. Please contact McCabe Watson for an address assignment following TRC approval.
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
1. CFPUA Comments:
2. CFPUA TRC Comments provided are preliminary comments only.
3. Utility Plan review required by CFPUA.
4. 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.
5. CFPUA water and sewer available.
6. Meter Sizing Form will be required.
7. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains).
8. 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.
Kingpost Flex Commercial Space – 3300 block of Castle Hayne Road – TRC Review
Page | 5
9. 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
1. See attached.
WMPO, Caitlin Cerza 910-473-5130
1. See attached
Army Corps of Engineers, Brad Shaver 910-251-4611
1. No comments regarding this project.
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: April 15, 2025
Subject: Kingpost – Pennington Drive
________________________________________________________________________
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
Pennington Drive is a public road but has not been accepted by NCDOT. For it to
be eligible to be taken over in the future, any work within the right of way will need
to be completed per NCDOT standards.
Site Plan Comments:
Sight Triangles and Sight Distance:
x Show and label the 10’ X 70’ NCDOT sight triangles.
o No obstructions shall be placed within the NCDOT sight triangles.
x Show and label the stopping sight distance.
o No obstructions shall be placed within the stopping sight distance.
Identification Signing and Landscaping:
x 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.
x 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
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
EOP. Signing located within a clear recovery area shall be of a “breakaway
design.”
x Only low growing shrubbery, consistent with the NCDOT’s landscaping policies,
as contained in the publication “Guidelines for Planting Within Highway Right of
Way,” will be allowed within a landscaped median and the sight distance triangle
at the entranceway to a development, whether the street or driveway connection to
the State Highway System is designated as a public facility or not. Landscaping
within the right-of-way and sight distance triangles may require additional
approval by the District Engineer.
Drainage:
x Make sure that the proposed driveway provides positive flow within the drainage
ditch.
You can coordinate with the district office with any questions 910-398-9100.
*
**
1. LARGE CANOPY AND MITIGATION TREES TO BE MIN. 2" DBH AT PLANTING.
2. SMALL CANOPY TREES TO BE MINIMUM 8' TALL AT PLANTING.3. SHRUBS TO BE MIN. 12" TALL AT TIME OF PLANTING.
4. APPLY NATURAL MULCH 4" DEEP TO TOTAL LANDSCAPE ISLANDS AND 4' DIAMETER AROUND OTHER INTERIOR TREES.
STREETYARD CALCULATIONS:
LANDSCAPE NOTES
5. ALL OTHER DISTURBED AREAS SHALL BE SOWN OR SODDED.6. NOTHING SHALL BE PLANTED WITHIN THE SIGHT DISTANCE TRIANGLE WHICH WOULD IMPEDE VISION BETWEEN AHEIGHT OF 2.5' AND 10'7. 100% OF INTERIOR LANDSCAPE ISLAND TREES ARE CANOPY TREES.8. LANDSCAPE ISLANDS MUST HAVE A MINIMUM WIDTH OF 12' FROM BACK OF CURB TO BACK OF CURB.9. DO NOT MIX VARIETIES OF AZALEAS IN FOUNDATION PLANTING.
15 TREES PER ACRE REQUIRED - 15 x 1 AC = 15 TREES15 TREES ARE PROPOSED
TREE PRESERVATION
WEST FACADE = 200' - 76' (BAY DOOR AREAS) = 124' SF x 12 = 1,488 SF x .12 (12%) = 179 SF REQUIRED197 SF PROVIDED
FOUNDATION PLANTING CALCULATION
PENNINGTON DRIVE TOTAL FRONTAGE: 143.0' - 30' (DRIVEWAY WIDTH @ R/W) = 113 x 25 = 2825 SF REQUIRED2,894 SF PROVIDED
2,894 / 600 = 4.84.8 x 1 CANOPY TREES = 5 CANOPY TREES REQUIRED 5 CANOPY TREES PROVIDED4.8 x 6 SHRUBS = 29 SHRUBS REQUIRED 30 SHRUBS PROVIDED
LANDSCAPING LEGENDSYMBOL SPECIFICATION QUANTITY
SOUTHERN MAGNOLIAMAGNOLIA GRANDIFLORAHEIGHT 50-60SPREAD 30-40
MITIGATION PARKING FOUNDATION TOTAL
2 5
ADDITIONALLARGE CANOPY
UNDERSTORY TREES MITIGATION PARKING FOUNDATION TOTALADDITIONAL
1 3
3SUGAR MAPLEACER SACCHARUMHEIGHT 60-80SPREAD 40-60
EASTERN RED BUDCERCIS CANADENSISHEIGHT 20-25SPREAD 15-20
SHRUBS MITIGATION FOUNDATION TOTALADDITIONAL
DWARF JAPANESE PITTOSPORUMPITTOSPORUM TOBIRA'WHEELER'S DWARF'HEIGHT 2-3SPREAD 4-5
DWARF 'ENCORE' AZALEARHODODENDRON 'AUTUMN CHIFFON'OR 'AUTUMN CORAL' SEE NOTE #9HEIGHT 2-3SPREAD 3-4
SOUTHERN WAX MYRTLEMYRICA CERIFERAHEIGHT 7.5-12.5SPREAD 6-10
VARIGATED PITTOSPORUMPITTISPORUM TOBIRA 'VARIEGATA'HEIGHT 8-12SPREAD 12-18
CAPE JASMINEGARDENIA JASMINOIDES'KLEIM'S HARDY'HEIGHT 2-3SPREAD 2-3
3
2 2
7
9
22
3
7
3
22
3
7
3
MISC.
STREETYARD
STREETYARD
STREETYARD
INDICA AZALEARHODODENDRON 'GEORGE TABOR'HEIGHT 6-12SPREAD 6-8
6
7
9
6
3
2
SOUTHERN LIVE OAKQUERCUS VIRGINIANAHEIGHT 40-60SPREAD 60-100
DWARF YAUPON HOLLYILEX VOMITORIA'DWARF'HEIGHT 3'-4'SPREAD 4'-5'
*
16,060 SF DRIVES AND PARKING
PARKING ISLAND CALCULATIONS
16,060 SF x .08 (8% REQUIRED) = 1,284.8 SF REQUIRED1,332 SF PROVIDED10 TREES PROPOSED FOR INTERIOR, 80% ARE CANOPY TREES
YAUPON HOLLYILEX VOMITORIAHEIGHT 10'-20'SPREAD 8'-12'
CLEYERA JAPONICA'BRONZE BEAUTY'HEIGHT 8'-10'SPREAD 5'-6'
GRASS OR 4" MULCH STREETYARD
2 2
66
JAPANESE FOREST GRASSHAKONECHLOA MACRAHEIGHT 1-3SPREAD 1-2
22
DWARF ABELIAABELIA 'KALEIDOSCOPE'HEIGHT 2-3SPREAD 3-4
88
PLUM YEWCEPHALOTAXUS HARRINGTON 'PLANIA'HEIGHT 3-4SPREAD 3-4
22
88
PARKING
12 12
NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________
Applicant Checklist NCDOT Checklist
Driveway Application Process and Site Plan Requirements
ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND
DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE
APPLICATION TO THE APPLICANT FOR REVISION.
***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS***
Electronic Pre-Submittals
In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to
identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all
other required documents.
All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx
In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction.
Online resources:
•NCDOT Policy on Street and Driveway Access to North Carolina Highways:
https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an
d%20Driveway%20Access.pdf
•NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way:
https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx
•Electronic Forms Database:
https://connect.ncdot.gov/Pages/default.aspx
1)
a.Cover Letter
Include contact information for applicant and engineer, including email address, mailing address, and phone
number. Include the parcel number(s), description of all phases of the development and future land uses to be
served by the permit, and a description of the adjoining land owned or controlled by the applicant.
b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below)
https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc
c.$50.00 Inspection Fee Per Access Point
Attach to Permit Application form (not applicable for municipalities, churches, and schools)
d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc
e.Verification of Compliance with Environmental Regulations (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf
f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional
site plan requirement details can be found in section 2 of this document.
g.Design Plan Requirements for projects involving roadway improvements
If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information
Y N n/a
Engineering Studies
The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined
herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local
government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs
that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses
(TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina
licensed Professional Engineer.
Section 1: Requi
red Documents
|Required documents to accompany all Initial Driveway Application Submittals
Please note that these are the minimum requirements of all driveway permit applications.
All required documentation shall be submitted through the online portal as PDF files, with the exception of the
Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501
Barbados Blvd, Castle Hayne, NC 28429.
If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there
may be additional submittal materials required.
State of North Carolina | Department of Transportation | Division 3 | District 3
5501 Barbados Blvd, Castle Hayne, NC 28429
Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________
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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)
Y N n/a Y N n/a
□□ □□ □ □
Y N n/a Y N n/a
Y N n/a Y N n/a
Section 3: Driveway Plan Requirements (continued)
9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W)
Asphalt: 8” ABC stone and 1.5” S9.5B
Concrete: 6” of concrete
10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’
11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std.
12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31)
13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29)
14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41)
15)Distance between driveways being requested (if applicable; page 51)
16)Minimum internal storage areas with specified queues (pages 31-33)
17)Minimum protected driveway stem(s) provided and indicated (pages 33-34)
18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required
|
Section 6: Roadway Plan Requirements
If off-site improvements are required, roadway plans shall show, at a minimum, the items below
1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway)
2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders)
Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below
•Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000
5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C
•Secondary Routes with AADT<10,000
5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B
3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary
The grinding of pavement markings will not be allowed
4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum
5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter
6)Indicate existing roadway grade
7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78)
8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79)
See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details
9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services
10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location
11)New and/or revised signal plans must be included for new installations and if signal modifications are required
All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic
Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200.
|
Section 4: Drainag e Requirements
All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below
Section 5: Internal Circ ulation Requirements
|All internal circulation details shall adhere to, at a minimum, the items listed below
1)Interior driveway channelization stems
Minimum 100’ from the ROW or at the discretion of the District Engineer
2)Traffic flow pattern
3)Traffic control devices
4)Pavement Markings
Y N n/a Y N n /a
Y N n/a Y N n/a
Y N n/a Y N n/a
Y N n/a Y N n/a
1)Pipe Cover Minimums (measured from top of pipe to subgrade)
High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12”
2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2)
Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and
310.04 of the Roadway Standard Drawings for details
Pipes >30" on multilane highways posted above 45mph require guardrail
Pipes ≥36" require an endwall on the inlet end
3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently
dedicated drainage easement will be required to accommodate the proposed project drainage
4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements)
5)Provide spot elevations along frontage of driveway (at EOP and centerline)
6)Provide grades and spot elevations for existing and proposed ditches
7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted)
C/L
EOTEOP
P/L
R/WR/W
R/W
EOP
EOP
EOP
EOP
NTS
R/W
P/L
DRAINAGE FLOW
DRAINAGE FLOW
DRAINAGE FLOW
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
S IGHT T R IANGLE
10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70'
DRIVEWAY
RR MIN. 30'MIN. 30'
NO ROADWAY IMPROVEMENT
COMMERCIAL DRIVEWAY WITH
NORMAL CROWN ROADWAY
6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
PIPE/TYPE/SIZE
WIDTH
CON
CR
ET
E
/ASP
HA
LT
LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER
SITE ADDRESS:TAX PARCEL #
20191115
PARALLEL END S.D. 310.02
INVERT ELEVATION
PARALLEL END S.D. 310.02
INVERT ELEVATION
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: April 24, 2025
Subject: Pennington Drive Office and Warehouse (SITECN-25-000077)
Comments:
Please detail trip generation calculations and land use codes. Based on the Trip Generation
table provided on sheet C2, a Traffic Impact Analysis (TIA) is not required. However, based
on the provided ITE land use codes and associated square-footage, a TIA would be
required.
NCDOT Projects:
N/A
WMPO 2045 MTP Projects:
RW-26 Blue Clay Road Modernization: Includes safety road improvement plans for Blue
Clay Road between North Kerr Avenue and US 117/NC 132/North College Road. This
project is located in close proximity to the proposed site.
New Hanover County Projects:
N/A
TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is required. Please contact Caitlin
Cerza (Caitlin.Cerza@wilmingtonnc.gov), the Transportation Planning Engineer with the WMPO
to receive a TIA scoping checklist.
Land Use (ITE Code) Intensity Unit 24 Hour
Volumes
AM Peak
Hour Trips
PM Peak Hour
Trips
General Office Building (710) 11.8 KSF 181 27 28
Nursery (Wholesale) (818) 39 KSF NA 94 204
Light Industrial (110) 6.97 KSF 34 5 5