HomeMy WebLinkAbout11-19-2025 TRC Agenda Packet
TECHNICAL REVIEW COMMITTEE AGENDA
November 19th, 2025
New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, November
19th, 2025 at 2:00 p.m. to discuss the below items.
The Technical Review Committee (TRC) is a staff-level group that reviews projects for compliance
with the regulations administered by each respective review agency. The TRC meetings are
considered staff meetings with applicants and are not public hearings.
The TRC meeting is an opportunity for applicants to speak with county staff and any voluntarily
participating state agencies about the review comments they have been provided.
No voting is involved in the technical review process and no approvals or denials are made at TRC
meetings. Following the TRC meeting, applicants are responsible for updating their plans to
address review comments. Applicants are also responsible for coordinating with state and federal
agencies for compliance with any additional requirements.
Information about the projects can be found on online at the county’s Development Activity
page.
This meeting will be conducted remotely via teleconference.
Interested parties can listen to the November 19, 2025 TRC meeting by calling 336-218-2051
and entering conference ID: 866 905 600#
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Agenda Items
Item 1: Hilton Bluffs – Major Residential Subdivision – SUBPP-25-0033
• Request by Copper Builders on behalf of the property owners (see in file) for
a 1,800 unit major residential subdivision.
• The property is located at 4015 Castle Hayne Road and is zoned RA, Rural
Agricultural. The acreage noted on the application is 1,809.78 acres.
• The engineer is Allison Engebretson with Paramounte Engineering
(aengebretson@paramounte-eng.com)
• The case planner is Robert Farrell (rfarrell@nhcgov.com)
Item 2: Tarin Woods II Phase 5 – Major Residential Subdivision – SUBPP-25-0032
• Request by James Yopp on behalf of Hoosier Daddy LLC for a 41-lot
residential development. (james@rockfordpartners.net)
• The property is mainly addressed as 5831 Carolina Beach Road and is a total
of 16.3 acres. The property is zoned R-15, Residential.
• The engineer is Rodney Wright with CSD Engineering (rodney@csd-
engineering.com)
• The case planners are Zach Dickerson and Ryan Beil
(zdickerson@nhcgov.com, rbeil@nhcgov.com)
Item 3: GE Internal Road Buildout- Commercial Site Plan- SITECN-25-000
• Request by Chad Wyllie at GE Vernova Hitachi Nuclear Energy Americas LLC
for a new internal road and storm drainage improvements on the site.
(chad.wyllie@ge.com)
• The property is located at 3901 Castle Hayne Road and is a total of 1,500
acres, with 14 acres disturbed. The property is zoned I-2, Heavy Industrial.
• The engineers are Ryan Spiker and Rob Green with WSP
(ryan.spiker@wsp.com, Robert.green2@wsp.com)
• The case planner is Katherine May (kmay@nhcgov.com)
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Item 4: Sketch Plan Review- 2830 US Hwy 421 – The Yard Revision
• Request by Laura Ransom for a sketch plan review of a revision to The Yard
Industrial Park
Hilton Bluffs – Major Subdivision – TRC Review
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To: Copper Builders, LLC, aengebretson@paramounte-eng.com
From: Robert Farrell, Development Review Supervisor
Date: November 19, 2025
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-25-0033
Subject: Hilton Bluffs Subdivision – Preliminary Plan TRC Review
Technical Review Committee (TRC) General Information
The TRC is a staff-level group of local government officials that reviews projects for compliance with
the local regulations administered by each respective review agency. Voluntarily participating state
agencies may also provide comments. And general information and non-binding recommendations
about the site may also be provided by government agencies.
The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an
opportunity for applicants to speak with county staff and any voluntarily participating state or
federal agencies about the review comments they have been provided.
No voting is involved in the TRC process, and no final approvals or denials are made at the TRC
meetings. Following the TRC meeting, applicants are responsible for updating their plans to address
review comments. Those revised plans need to be resubmitted to the assigned case planner. The
case planner will facilitate additional reviews until all comments have been addressed, and the
necessary departments have stated the plans comply with the applicable minimum requirements
for development.
Following any future TRC approval, the project is required to obtain additional permits to include a
zoning compliance permit for the site. Applicants are also responsible for coordinating with state
and federal agencies for compliance with any additional requirements. Any activity on the property
that is not approved as part of the TRC review and zoning compliance permit will be considered a
violation of the UDO and subject to enforcement action under Article 12 Violations and
Enforcement.
Hilton Bluffs – Major Subdivision – TRC Review
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The following comments have been received for the November 19, 2025, TRC meeting. Additional
comments may be made upon further review of subsequent revisions.
Planning, Robert Farrell, 910-798-7164
Compliance with local zoning requirements
1. General Comments
a. A previous version of this project was reviewed by the TRC for the May 7, 2025, TRC
meeting. The current project is substantially different from the previous application
due to the increased unit count from 647 to 1,800 dwelling units and changes to the
layout of the project. As a substantial modification, this 1,800-unit version of the
project is considered a new submittal which restarts the permitting process.
b. All parcels listed in the application are zoned RA, Rural Agricultural.
c. The preliminary plan indicates that while the parcels total 4,038.98 acres, the
proposed project area is 1,809.78 acres. The remaining acreage outside the 1,809.78
acres is not under consideration for any development or other request authorized by
the Unified Development Ordinance as part of this application.
d. While the application lists the unit type as detached single-family, Page C.2 of the
preliminary plan lists information for multi-family apartments. Multi-family
apartments are not permitted in the RA district. Please update the plans to reflect
only detached single-family residential development.
e. The project proposes a performance residential subdivision.
i. Page C.2 lists setbacks for the RA district, however as a performance
residential subdivision, the minimum building setbacks for zoning can be
reduced or eliminated (except the 20-foot perimeter setback around the
project). Will each residential lot be subject to the minimum setbacks of the
RA district?
ii. Section 3.2.4 states the maximum density for performance residential
development is 1 dwelling unit per acre in the RA district meeting the RA
district standards.
iii. While the maximum allowed density is 1 dwelling unit per acre, the site
includes areas of Class IV soils and wetlands that might be marshes.
1. The New Hanover County soils maps appear to correspond with the
majority of the 984 acres of Class IV soils shown in the application.
Hilton Bluffs – Major Subdivision – TRC Review
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However, the application materials indicate approximately 75 acres
are no longer Class IV soils.
a. Additional information is required from the applicant
verifying the soil type(s) for those 75 acres.
b. The applicant will need to conduct field verification of the
boundaries and acreage of all the Class IV soils on site before
a final determination or confirmation is given by staff about
the location and extent of the Class IV soils.
c. The final confirmation of unit count cannot be made until
after the location and extent of Class IV soils, lakes, ponds,
and marshes are verified on site.
f. The preliminary plan shows the 20-foot building setback around the perimeter of the
development meeting the requirement for performance residential subdivisions.
g. Please clarify the intention of Development Note 13 on page C.2. A conceptual
master plan for the entire 4,000+ acres had been included in previous submittals.
The statement “The entire development shall be vested under the land development
regulations in effect at the time of approval of this initial phase…” Is that statement
referring to phase 1 as shown in the phasing plan for this 1,800-unit project or is that
referring to a larger development for the remaining acreage?
h. The northern portion of the project borders along a creek. A CAMA permit may be
required for development. 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. However, 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
construct 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.
i. Stated previously, the project proposes subdividing approximately 1,800 acres from a
larger approximately 4,000-acre site. The plans include future connections to the
remaining acreage shown below. Please elaborate on:
i. Whether that will be a paved right-of-way or an unimproved easement?
ii. Whether the roadway area shown outside of wetlands is being counted
towards the density of the project?
Hilton Bluffs – Major Subdivision – TRC Review
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iii. And how the access will be facilitated given the conservation requirements for
the surrounding area.
j. The plans label the waterway along the northern property line as “Broadwater
Branch” which is also known as Sanders Mill Creek. Please provide clarification on
the naming of that waterway.
k. 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 without conducting additional internal study after construction.
2. UDO Section 5.1, Parking and Loading
a. Detached single-family homes require a minimum of two parking spaces per unit. If
ultimately constructed, the parking for each lot will be verified during zoning
compliance and building permit review as homes are constructed.
b. The amenity center will need to be reviewed by TRC as a separate application.
Parking for the amenity center will be reviewed as part of any future application
request.
Hilton Bluffs – Major Subdivision – TRC Review
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3. UDO Section 5.2, Traffic, Access and Connectivity
a. A Traffic Impact Analysis (TIA) is currently under review by NCDOT and the WMPO.
The plan may need to be updated to reflect the required improvements approved by
NCDOT and the WMPO after the TIA is approved.
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.
c. The project proposes access to Tall Oaks Drive which will require a bridge over the
existing creek. Planning staff’s understanding is State, and possibly federal permits
will be required for the construction of the bridge. Any future approval of the
preliminary plan will be conditioned on the county receiving evidence the location of
the bridge would be acceptable by other review and permitting agencies.
d. The plan indicates some sections of the project might be gated. Is there a timeframe
for when the locations of the gates will be identified so they can be reviewed as part
of the project?
4. 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 and any supplemental
information related to the location, species and size of trees may be used as evidence
of existing trees on site for the purpose of a tree removal permit. While not a part of
the subdivision under review, it is important to note a tree survey for the parcels
labeled “Future Development This Parcel Area Not Included in Density Calculation” will
be required before any trees are removed on those parcels.
b. While trees cannot be removed from conservation spaces, staff also recommend
preserving existing trees in any non-conservation open space where possible such as
around the amenity area in compliance with Section 6.3.1.5 Existing Flora.
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.
5. UDO Section 5.4, Landscaping and Buffering
Hilton Bluffs – Major Subdivision – TRC Review
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a. Page C.2 includes Landscaping & Buffering Notes stating the site is surrounded by
water and wetlands on three sides. Similar to the other information requested
related to gross and net site acreage, please clarify the description of the property.
b. The note also states selective clearing to remove dead /dying material will occur in
the wetland areas. Please see the conservation requirements discussed for this
project, additional information related to the clearing would be required to ensure
the work meets the conservation standards.
c. Landscaping and buffering for the amenity areas will be reviewed through a separate
TRC review.
6. UDO Section 5.5, Lighting
a. Please note under 5.5.2.A that a lighting plan is not required for single-family
residential projects and the county does not require streetlights, however a lighting
plan is required for any amenity area.
7. UDO Section 5.6, Signs
a. Page C-2.1 indicates the general location of the subdivision monument sign. When
the TIA is completed and approved by NCDOT and the WMPO, it will confirm the type
of roadway improvements necessary at Castle Hayne Road. That will allow the
preliminary plan to be updated showing the location of the sign and the DOT sight
triangles. The final location of the sign will need to be outside the sight triangles for
the intersection.
b. A separate sign permit must be submitted and reviewed by the county for
compliance with Section 5.6 of the UDO for standards at or after the submittal of the
separate zoning compliance and construction permits for the primary building or
use.
8. UDO Section 5.7, Conservation Resources
a. The New Hanover County Conservation Resources map indicates there are Swamp
Forest and Pocosin conservation resources on site.
i. The application includes a map indicating there are approximately 1,219.84
acres of Swamp Forest and approximately 5.8 acres of Freshwater Marsh on
site. Both sizes exceed the minimum distinct area listed in Table 5.7.2.A
which triggers additional ordinance standards.
1. Additional field verification will be required to verify the total acreage
and boundaries of the conservation resources.
Hilton Bluffs – Major Subdivision – TRC Review
Page | 7
ii. Permanent conservation space is required for certain kinds of conservation
resources when a site contains the minimum acreage listed in Table
5.7.3.A.5. The following estimates are based on the information provided in
the application and do not represent a final staff determination on the total
acreage required for permanent conservation to meet Section 5.7.
1. 1,219.84 acres of swamp forest x 0.5 conservation factor =
approximately 609.92 acres of permanent conservation. This acreage
may overlap with the Class IV soil conservation area if the resource is
underlaid with Class IV soils.
2. Page C.2 of the preliminary plan indicates 5.9 acres of freshwater
marsh x 0.8 conservation factor = approximately 4.7 acres of
permanent conservation. This acreage may overlap with the Class IV
soil conservation area if the resource is underlaid with Class IV soils.
3. Section 5.7.4 requires Group 4 Conservation Controls which include a
25-foot building setback from the edge of the conservation area.
b. The Conservation Resources map and the 2003 Natural Area Inventory of New
Hanover County indicate 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 and the 75-foot setback from
the edge of the conservation resource space will need to be incorporated into the
plans.
c. The location, acreage, setback line, and method of conservation will need to be
provided. 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
and may require additional information around how the conservation spaces will be
maintained and guaranteed as conservation into the future.
9. UDO Section 5.8, Open Space Requirements
a. Section 5.8.2 states that the total amount of open space shall be calculated based on
the gross site acreage of the project. Performance residential subdivisions require a
minimum 20% open space. The proposed 1,809.78-acre project will require a
minimum of 391.9 acres of open space to meet the requirement.
b. Page C.2 indicates the minimum open space required was calculated based on the
net site acreage. While the plans show 1,235.84 acres of open space provided
Hilton Bluffs – Major Subdivision – TRC Review
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meeting the requirement, the calculation will need to be updated using the gross site
acreage.
c. It will also be important to note which areas of open space are being considered
open space that is being permanently conserved to meet the conservation space
requirements, and which areas of open space will remain dedicated open space but
do not count towards the conservation space.
10. UDO Article 6, Subdivision Design and Improvements.
a. Section 6.3.3.J does not require sidewalks in the RA district. Plan indicates sidewalks
on one side of the road and some pedestrian facilities both exceeding the
requirements of the UDO. Approval from the Army Corps of Engineers will be
required for those facilities proposed through wetlands. Evidence of approval from
the Army Corps of Engineers will be required before future construction plans can be
approved.
b. The block lengths appear to all be below 1,000 feet in length.
c. Staff has conducted a preliminary link to node ratio for the project. However, to
ensure an accurate calculation, please update page C2.2 or another appropriate
page, with the locations and number of links and nodes for the project.
11. UDO Article 9, Flood Damage Prevention
a. Portions of the property are in Special Flood Hazard Areas. The FEMA flood maps
show the parcel is in more than one FIRM panel. Different FIRM panels were adopted
at different times between 2018 and 2025. The FIRM maps listed on Page C.2
correctly reflect the panels that apply to this project.
b. Based on the proposed plan, no residential lots are proposed inside a Special Flood
Hazard Area however pedestrian facilities are shown extending through the flood
plain. A separate floodplain development permit will be required for any work in the
floodplain.
NHC Fire Services, Ray Griswold 910-798-7448
Compliance with the NC Fire Code
1. Fire Finals required.
2. Add fire hydrant at both entrances to the development
3. Any gates require Siren and KNOX Entry requirements
4. Second entrance shall be constructed and operable once 100 homes are built
Hilton Bluffs – Major Subdivision – TRC Review
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NHC Engineering, Galen Jamison 910-798-7072
Stormwater management and land disturbance
1. A County stormwater and land disturbing permit issued by the County is required for this
project. Please digitally submit the permit applications documentation with requisite review
fees to the COAST online permit portal (https://newhanovercountync-
energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at
https://www.nhcgov.com/251/Stormwater-Permitting and
https://www.nhcgov.com/249/Sediment-Erosion-Controlhowever.
2. 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.
3. Any discharges made to Broadwater Branch would be subject to the County’s storm
attenuation.
4. 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
Septic tanks and wells
1. Site plan reflects connection to public water. Proposed infrastructure appear to meet
setbacks to adjacent properties with wells.
2. Site plan reflects connection to public sewer. Proposed infrastructure does not violate
setbacks to surrounding properties septic systems.
Hilton Bluffs – Major Subdivision – TRC Review
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NHC Sustainability Manager, Madelyn Wampler 910-798-7175
General comments about New Hanover County’s sustainability goals:
1. A roadway crossing is proposed through wetland areas; impacts should be minimized where
feasible, with coordination through applicable state and federal permitting processes.
2. Low-impact development (LID) strategies such as vegetated swales, filter strips, and pervious
surfaces are recommended in parking and open space areas to reduce runoff and protect
adjacent wetlands. These practices should be coordinated with NCDEQ and NHC stormwater
standards to make sure they meet required design and performance criteria.
3. It is recommended to develop a comprehensive tree inventory and preservation plan for all
upland areas, regardless of the presence of specimen trees. Maintaining existing canopy and
integrating native tree and understory plantings where possible can provide habitat
continuity, enhance stormwater management, and support overall site ecological function,
even if individual trees do not meet specimen thresholds.
4. Native, non-invasive plant species should be used for landscaping and buffers.
5. The selective clearing near wetland edges should be minimized to maintain natural buffers
that protect water quality, reduce erosion, support habitat, and help lower potential
mitigation or stormwater management costs
6. Internal sidewalks are noted; pedestrian and bicycle connectivity and/or trail opportunities is
encouraged to promote multi-modal transportation within and around the development
area.
NHC Addressing, McCabe Watson 910-798-7068
Street naming and property address
1. Please submit street name proposals with alternatives prior to TRC approval.
2. Please contact me for address assignments following TRC approval.
Hilton Bluffs – Major Subdivision – TRC Review
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Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
Public water and sewer
1. CFPUA TRC Comments provided are preliminary comments only.
2. Utility Plan review required by CFPUA.
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.
NCDOT, Nick Drees 910-343-3915
Driveway access and state road improvements
1. See attached comments from DOT.
WMPO, Caitlin Cerza 910-473-5130
New Hanover County contracted traffic engineering services comments:
1. See attached comments from WMPO.
Project information also provided to the following state agencies and non-regulatory local
agencies for their awareness:
New Hanover County Emergency Management
New Hanover County Schools
New Hanover County Soil & Water Conservation
NC Department of Environmental Quality (DEQ)
NC DEQ Division of Coastal Management
NC DEQ Division of Energy, Mineral, and Land Resources
US Army Corps of Engineers
STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
JOSH STEIN DANIEL H. JOHNSON
GOVERNOR SECRETARY
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
Memorandum
DATE: November 6, 2025 TO: New Hanover County Technical Review Committee
SUBJECT: Hilton Bluffs – 4015 Castle Hayne 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
You can coordinate with the District Office with any questions 910-398-9100.
NCDOT Driveway Permit:
An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and
15 of the Policy on Street and Driveway Access to North Carolina Highways to include
access locations within 500’ of the proposed access on both sides of the State Road.
Submit to the local NCDOT District Engineer’s Office.
• Refer to the NCDOT checklist (included) for required documents and site plan
information.
NCDOT Encroachment Agreement:
An NCDOT Encroachment Agreement is required for any utility connections or
installations within the NCDOT right-of-way (form 16.6).
• Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for
required documents and site plan information.
An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths
installed within the NCDOT right-of-way (form 16.6).
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
Required Roadway Improvements:
A TIA is under review, once it is approved additional comments will be provided by
NCDOT.
Site Plan Comments:
Right of Way and/or Easement Dedication:
• Additional right of way and/or easements may be necessary to construct any
required roadway improvements.
Drainage/Stormwater Conveyance:
• If the drainage does not naturally flow to the NCDOT right of way the historic
drainage pattern should be maintained.
• Hydraulic calculations and associated plan sheets will need to be submitted for the
site.
o This will be reviewed by the NCDOT Hydraulics Unit.
NCDOT Standard Drawings:
• Include/update the NCDOT Standard Drawings (2024) that are applicable to the
development.
Sight Triangles and Sight Distance:
• Show and label the 10’ X 70’ NCDOT sight triangles.
o No obstructions shall be placed within the NCDOT sight triangles.
• Show and label the stopping sight distance.
o No obstructions shall be placed within the stopping sight distance.
Identification Signing and Landscaping:
• Identification signing or landscape vegetation within the median and the sight
distance triangle must not obstruct the driver’s line of sight. No landscaping or
signing will be allowed to exceed 42 inches in height, measured from the Edge of
Pavement (EOP) within the median or sight triangle.
• All pylon signs in the median or sight distance triangle must provide a vertical
clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the
EOP. Signing located within a clear recovery area shall be of a “breakaway
design.”
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
• Only low growing shrubbery, consistent with the NCDOT’s landscaping policies,
as contained in the publication “Guidelines for Planting Within Highway Right of
Way,” will be allowed within a landscaped median and the sight distance triangle
at the entranceway to a development, whether the street or driveway connection to
the State Highway System is designated as a public facility or not. Landscaping
within the right-of-way and sight distance triangles may require additional
approval by the District Engineer.
Gated Entrances:
• Show and label any proposed gates with distances to the right of way line.
• A turnaround should be provided prior to the gate.
Driveway Radius:
• Label the radii for the proposed driveway/driveway.
• A radius encroachment letter will be required if the radius of the proposed
driveway crosses the adjoining property line.
• Make sure to accommodate the largest proposed vehicle.
• Provide auto turn templates for the largest proposed vehicles.
Internal Stem Protection:
• Label the internal protection stem length for the proposed driveway connection.
o Measured from the right-of-way line.
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 COMMENCEMENTOF EXCAVATION OR DEMOLITION.
CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUMAPPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED.
CONTACT THESE UTILITIES
NEW HANOVER COUNTY
SHEET INDEX
OCTOBER 15, 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
SEPTEMBER 2024
DEVELOPER
PRELIMINARY PLAN / MAJOR SUBDIVISION
CASTLE HAYNE ROAD
EX. CONDITIONS & SUBDIVISION EXHIBITEX-1-2
VICINITY MAP
NOT TO SCALE NORTH
140
SITE
HERMITAGE RD
SLE
D
G
E
R
D
CRO
W
A
T
A
N
R
D
CAST
L
E
H
A
Y
N
E
R
D
MCD
O
U
G
A
L
D
DR
PRIVATE
PRIVATE
GE
SITE PLANSC-2.0 - C-2.3
RESUBMITTAL MARCH 2025RESUBMITTAL OCTOBER 2025
SITE PLANS - ENLARGEMENTS C-2.4
LINE TABLES
20' DRAINAGE EASEMENT
20' DRAINAGE EASEMENT
30' DRAINAGE EASEMENT
OCW
-
1
C
FP FP
FP
FPFP
E/I 1
E/I 5
E/I 4
E/I 3
E/I 2
38
W W
W
W
W
W
W
W
W
W
5555
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55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
555555555555555555 55 55 55
55
55
55
55
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55
55
55
55
55
55
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55
55
5555555555555555
55
55 55 55 55 55 55 55 55 55 55
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55 55 55 55 55 55 55 55 55 55
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55 55
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55
55
55
55
55 55 55 55 55 55 55 55
55
55
55
55
55
55 55 55
55
55 55 55 55 55 55 55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55 55 55 55 55 55 55 55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55 55 55 55 55 55 55 55 55 55
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55
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55
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55
55
55
55
55
55
55
55
55
55
55
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55
55
55
55
55 55
55
55
55
55
55
55
55
55
55
55 55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55
55 55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55 55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55 55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55 55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
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55
55
55 55 55 55 55 55 55
55 55 55 55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55 55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55 55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55 55 55 55 55 55 55 55 55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
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55
55
55
55
55
55
55
55
55
55
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55
55 55 55 55
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55
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55
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55 55 55
55
55
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55
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55 55 55
55 55 55 55
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55
55 55 55
55 55 55 55 55
55 55 55
55
55
55
55
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W
W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W
38
555555555555555555555555555555
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
38 38 38 38 38 38 38 38 38 38 38 38 38 38 38
38 38 38 38 38 38 38 38 38 38 38 38 38
38 38 38 38 38 38 38 38 38 38 38 38 38 38 38
38 38 38 38 38 38 38 38 38 38 38 38 38 38
55 55 55 55 55
55
55
55
55
55
55 55 55
55 55 55 55 55 55
55555555555555555555
55 55 55 55 55 55
55
55
55 55 55 55 55 55 55 55 55 55
55555555555555555555
38 38 38 38 38 38 38 38 38 38
38
38
38
38
38 383838
38 38
38
38
38
38 38 38 38 38 38 38 38 38 3838 38
38
38
38
38
555555
55
55
55
55
55
55
55
55
55
55
55
55
55
55
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55
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55
55
55
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55
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55
55
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55
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55
55
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55
55
55
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55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55 55
55
55
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55 55 55
55
55
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55
55
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55
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55
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55
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55
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55
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55
55
55
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55
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55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
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55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
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55
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55
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55
55
55
55
55
55
55
55
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55
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55
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55
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55
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55
55
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38
38
38
3838
38
38
38
38
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38
38
38
38
38
38
3838
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
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38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
38
55
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38
55
38
55
55
55
55
55
55
55
55
3030303030
30
3030
30
30
30
30
30
3030
30 30 30 30 30 3030
30
30
3030303030
30
303030
30
3030
30
30
30
30
3030
30
3030
30
30
30
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30303030303030303030
30 30 30 303030303030 30 30
30
30
30
30
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30 3030303030
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30
30
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30
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30
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303030 3030
30
30
30
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30
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3030303030303030
30
30
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303030303030
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30 30303030 30 30 30 30 303030
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30
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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: SPACES WILL BE PROVIDED WITH DESIGN OF AREA
PRIMARY AMENITY - PHASE 1:TOTAL REQUIRED: NO REQUIREMENTS SPECIFIED IN UDOTOTAL PROVIDED: SPACES WILL BE PROVIDED WITH DESIGN OF AREA
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: 10' MINSIDE SETBACK: 5' MINREAR SETBACK: 10' MIN.
LANDSCAPING & BUFFERING NOTES1. STREETYARDS SHALL BE PROVIDED ALONG CASTLE HAYNE ROAD THE NEW HANOVER COUNTY UDO2. THE SITE IS SURROUNDED BY WATER AND WETLANDS ON 3 SIDES OF THE PROPERTY. VEGETATIONWILL REMAIN IN THESE AREAS WITH SELECTIVE CLEARING TO REMOVE DEAD/DYING MATERIAL ANDMAINTAIN VIEW CORRIDOR TO CREEKS AND RIVER AS WELL AS PROMOTE WATER ACCESS WHEREPOSSIBLE.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.
1. PHASE 1 INCLUDES SINGLE FAMILY LOTS, THE PRIMARY AMENITY CAMPUS, MODEL HOMES,SALES CENTER, AND NECESSARY UTILITIES, ROAD ACCESS & INFRASTRUCTURE TO SUPPORTCONSTRUCTION OF HOMES AND AMENITIES.
2.CONSTRUCTION PHASING WILL BE ALIGNED WITH PENDING PHASED TIA WITH NO MORE THAN100 HOMES PROPOSED FOR CONSTRUCTION PRIOR TO A SECONDARY ACCESS ROAD BEINGINSTALLED. DEVELOPER WILL WORK WITH NHC FIRE MARSHAL'S OFFICE TO FURTHERIDENTIFY TIMING AND CONSTRUCTION OF ENTRANCE ROAD.
3. A TRAFFIC IMPACT ANALYSIS IS IN PROGRESS AND ALL NCDOT/ WMPO APPROVED TRAFFICIMPROVEMENTS WILL BE INSTALLED BY THE DEVELOPER IN THE SEQUENCE DETERMINED BYTHE FINAL TIA APPROVAL.
4. ALL PROJECT ROADS WILL BE PRIVATE, BUILT TO NEW HANOVER COUNTY PRIVATE ROADSTANDARDS UNLESS OTHERWISE NOTED.
5.SOME NEIGHBORHOODS MAY BE GATED. ALL WILL BE EQUIPPED WITH SIREN ACTIVATED ORKNOX BOX/LOCK EQUIPMENT AND WILL BE APPROVED BY NHC FIRE STAFF PRIOR TO
INSTALLATION..
6. MASTER DECLARATIONS AND COVENANTS WILL BE DEVELOPED AND FILED WITH NHC.
7. AMENITY CAMPUS MAY BE PHASED WITH THE PRIMARY CLUBHOUSE AND SALES OFFICEDEVELOPED IN THIS FIRST PHASE OF DEVELOPMENT.
8.ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH SECTION 5.6OF THE UDO.
9. ALL EXTERIOR LIGHTING SHALL COMPLY WITH SECTION 5.5 OF THE UDO.
10.THE SITE'S UPLANDS ARE IN FORESTRY MANAGEMENT BY PREVIOUS OWNER. AS SUCH, NOSPECIMEN TREES WERE FOUND IN PROPOSED DEVELOPMENT UPLAND AREAS; ALL OTHERTREES IN WETLAND CONSERVATION AREAS WILL BE PRESERVED.. A TREE REMOVAL PERMITWILL BE SUBMITTED FOR ANY SIGNIFICANT/REGULATED TRESS REQUIRING REMOVAL ORMITIGATION.
11.CFPUA TO SUPPLY WATER AND SEWER. DEVELOPER TO CONSTRUCT UTILITY EXTENSIONSTO SERVE PROPERTY.
12. 20' MINIMUM EASEMENTS WILL BE PLACED ON STORMWATER INFRASTRUCTURE.EASEMENTS WILL BE DESIGNED IN ACCORDANCE WITH NHC ENGINEERING REQUIREMENTS.
13. APPROVAL OF THIS PLAT ESTABLISHES VESTED RIGHTS UNDER N.C.G.S. § 160D_108(F) AS AMULTI_PHASED DEVELOPMENT. THIS DEVELOPMENT CONTAINS 25 ACRES OR MORE; IS PLANNED TOOCCUR IN MULTIPLE PHASES; AND IS SUBJECT TO A MASTER DEVELOPMENT PLAN WITH COMMITTEDELEMENTS SHOWING THE TYPE AND INTENSITY OF USE FOR EACH PHASE. THE ENTIRE DEVELOPMENTSHALL BE VESTED UNDER THE LAND DEVELOPMENT REGULATIONS IN EFFECT AT THE TIME OFAPPROVAL OF THIS INITIAL PHASE, AND SHALL REMAIN VESTED FOR A PERIOD OF SEVEN (7) YEARSTHEREAFTER.
14.APPROVAL OF THIS PLAN ESTABLISHES A ZONING VESTED RIGHT UNDER N.C.G.S. § 160D_108.1 AS ASITE-SPECIFIC VESTING PLAN. UNLESS TERMINATED AT AN EARLIER DATE, THE VESTED RIGHT SHALLBE VALID UNTIL___________
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SITE DATA:TOTAL GROSS SITE ACREAGE OF PROPOSED SUBDIVIDED PARCEL: ± 1,809.78 AC
WETLANDSTOTAL WETLANDS WITHIN SUBDIVISION BOUNDARY: ± 1,219.84 ACiNCL: TOTAL SWAMP FOREST / POCOSIN WETLANDS: ± 1,219.84 ACTOTAL MARSH WETLANDS: ± 5.9 AC
CONSERVATION RESOURCE PRESERVATION REQUIREMENTS:SWAMP FOREST & POCOSIN = ± 1,219.84 X 0.5 = ± 609.92 AC CONSERVEDMARSH = + 5.9 AC X 0.8 = ± 4.72 AC CONSERVEDTOTAL CONSERVATION RESOURCE PRESERVATION REQUIRED: ± 614.64 ACTOTAL CONSERVATION AREA PROVIDED : ± 1,219.84 AC MIN.
CLASS IV SOILSSITE SPECIFIC SOILS ANALYSIS PERFORMED BY SEGI (ENVIRONMENTAL CONSULTANT) FOUND NO CLASS IV SOILSEXIST IN UPLAND AREAS; ALL CLASS IV SOILS ON SITE ARE IN PRESERVED WETLAND AREAS.
ALLOWABLE DENSITY OF PROPOSED SUBDIVIDED PARCEL
TOTAL NET SITE ACREAGE (1,809.78 AC - 5.9 AC MARSH - 0 AC CLASS IV SOIL OUTSIDE OF WETLANDS): ± 1,803.88 AC
TOTAL ALLOWABLE DENSITY (1 DU / NET AC): 1,803 UNITS MAX.TOTAL PROPOSED DENSITY: 1,800 UNITS MAX. (1 DU/AC)
OPEN SPACETOTAL REQUIRED PERFORMANCE RESIDENTIAL OPEN SPACE: 361.96 AC (20% MIN.)TOTAL PROPOSED OPEN SPACE:1,219.84 AC WETLAND CONSERVATION + 16 AC AMENITY CAMPUS = ± 1,235.84 AC MIN. OPEN SPACE (68.29% MIN.)
SITE OWNERSHIP INFORMATIONPROJECT LOCATION: SLEDGE ROAD AT CASTLE HAYNE ROADCASTLE HAYNE, NC 28429
PROPERTY OWNERS(DEVELOPMENT AREA EXCLUDING SECONDARY ENTRANCE AND FUTURE DEVELOPMENT PARCELS):SJM HILTON, LLC BFM HILTON, LLC ESW HILTON, LLC DSF HILTON, LLC JFM HILTON, LLC
PARCEL PINS & DEED BK: PORTION OF R00900-001-001-000 (1809.78 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 ZONEAE 8 BFE AND ZONE X – MINIMAL FLOOD RISK – AS SHOWN BYFEMA MAP NUMBERS 3720320200L, 3720321200L, 3720320100L,3720322200L BEARING AN EFFECTIVE DATE OF JANUARY 17,2025 AND 3720321100K, 3720322100K BEARING AN EFFECTIVEDATE OF AUGUST 28,2018.
WETLAND: INFORMATION: A WETLAND DELINEATION PREPARED BY SEGI ENGINEERING;APPROVED BY USACE
N O R T HSCALE: 1"=300'
0 150 300 600 1200
GRAPHIC SCALE
PHASE DATA:PHASE 1 SINGLE FAMILY UNITS : 382 LOTS PROPOSEDPHASE 2 SINGLE FAMILY UNITS : 222 LOTS PROPOSEDPHASE 3 SINGLE FAMILY UNITS : 266 LOTS PROPOSEDPHASE 4 SINGLE FAMILY UNITS : 367 LOTS PROPOSEDPHASE 5 SINGLE FAMILY UNITS : 213 LOTS PROPOSEDPHASE 6 SINGLE FAMILY UNITS : 350 LOTS PROPOSED
SECONDARYACCESS ROAD;THIS PARCEL AREANOT INCLUDED INDENSITYCALCULATION
± 10 AC PRIMARY AMENITY
AE FLOOD ZONESHADED X FLOOD ZONE
COUNTY'S COD 25' SETBACK FROMSWAMP FOREST WETLANDS, TYP.
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EMERGENCY ONLYSECONDARY ACCESSROAD CONNECTINGTO DEKKER RD; SIRENOR KNOX BOX GATEDROAD; DEVELOPER TOWORK WITH COUNTYFIRE MARSHAL, EMS, &NHC PLANNING TOASSURE DESIGN ANDCONSTRUCTIONCOMPLIANCE
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SEWER FORCEMAIN EXTENSION
WATER MAIN EXTENSION
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
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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: November 12, 2025
Subject: Hilton Bluffs
NCDOT Projects:
• N/A
WMPO 2045 MTP Projects:
• N/A
New Hanover County Projects:
• N/A
TIA: A TIA for Hilton Bluffs is in the process of being approved by the WMPO and NCDOT. All
improvements outlined in the approved TIA are required. Please reach out to Caitlin Cerza
(Caitlin.Cerza@wilmingtonnc.gov), the WMPO’s Transportation Planning Engineer, if any
questions arise related to the TIA. The TIA approval with conditions letter will be attached to
these comments.
Tarin Woods II Phase 5– Major Subdivision – TRC Review
Page | 1
To: James Yopp, Hoosier Daddy LLC, james@rockfordpartners.net
From: Zach Dickerson, Senior Planner
Date: November 19, 2025 TRC
PID#: Several- See Application for list
Egov# SUBPP-25-0032
Subject: Tarin Woods II- Preliminary Plan TRC Review
Technical Review Committee (TRC) General Information
The TRC is a staff-level group of local government officials that reviews projects for compliance with
the local regulations administered by each respective review agency. Voluntarily participating state
agencies may also provide comments. And general information and non-binding recommendations
about the site may also be provided by government agencies.
The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an
opportunity for applicants to speak with county staff and any voluntarily participating state or
federal agencies about the review comments they have been provided.
No voting is involved in the TRC process, and no final approvals or denials are made at the TRC
meetings. Following the TRC meeting, applicants are responsible for updating their plans to address
review comments. Those revised plans need to be resubmitted to the assigned case planner. The
case planner will facilitate additional reviews until all comments have been addressed, and the
necessary departments have stated the plans comply with the applicable minimum requirements
for development.
Following any future TRC approval, the project is required to obtain additional permits to include a
zoning compliance permit for the site. Applicants are also responsible for coordinating with state
and federal agencies for compliance with any additional requirements. Any activity on the property
that is not approved as part of the TRC review and zoning compliance permit will be considered a
violation of the UDO and subject to enforcement action under Article 12 Violations and
Enforcement.
Tarin Woods II Phase 5– Major Subdivision – TRC Review
Page | 2
The following comments have been received for the November 19, 2025, TRC meeting. Additional
comments may be made upon further review of subsequent revisions.
Planning, Zach Dickerson 910-798-7450
Compliance with local zoning requirements
1. General Comments
a. The zoning is R-15, with single-family housing proposed.
b. This is a performance residential subdivision.
i. R-15 allows a maximum 2.5 dwelling units per acre in a performance
residential subdivision.
ii. It does appear that there are some Class IV soils on this site. Staff
understands there may be some documentation provided in the past that
there are no longer Class IV soils on this site- this will get expanded upon
more in the Conservation Resources section.
iii. Density Calculations
1. Total site acreage = 16.3 acres
2. See above note about Class IV soils and below about Conservation
Resources. None are noted as being conserved on this site per the
application.
3. Zoning District allows maximum 2.5 dwelling units per acre under
performance residential subdivision.
4. Developable site acreage * zoning density = 41 maximum dwelling
unit count. This is reflected in the application.
c. Staff recommend including the location of traffic calming devices on the preliminary
plans. Installation of traffic calming devices are not required, but including potential
locations on the plan ensures the future HOA / owners will have the opportunity to
install them without conducting a traffic study.
d. Some of the lots shown in this preliminary plan already exist:
i. Section C: 9 Lots
ii. Section D: 6 Lots
Tarin Woods II Phase 5– Major Subdivision – TRC Review
Page | 3
2. UDO Section 5.1, Parking and Loading
a. Detached single-family homes require a minimum of two parking spaces per unit. If
ultimately constructed, the parking for each lot will be verified during zoning
compliance and building permit review as homes are constructed.
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. Per the application, these new lots are covered under the existing Tarin Woods II TIA.
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. Tree Removal Permit application received, but the total amount of inches being
removed in the application states “n/a.” Are there are any trees being removed for
these new lots and the requisite infrastructure? If not, a new tree removal permit is
not needed.
5. UDO Section 5.4, Landscaping and Buffering
a. Landscaping and buffering are only required for the amenity areas, which are not
part of this application and would be reviewed as a separate TRC item.
6. UDO Section 5.5, Lighting
a. Please note under 5.5.2.A that a lighting plan is not required for single-family
residential projects and the county does not require streetlights, however a lighting
plan is required for any amenity area.
7. UDO Section 5.6, Signs
a. For any signs on the site, a separate sign permit must be submitted and reviewed by
the county for compliance with Section 5.6 of the UDO for standards at or after the
submittal of the separate zoning compliance and construction permits for the
primary building or use.
Tarin Woods II Phase 5– Major Subdivision – TRC Review
Page | 4
8. UDO Section 5.7, Conservation Resources
a. Per the New Hanover County Conservation Resources Map, there are some areas of
Pocosin Conservation Resource on this property.
b. The Conservation Resource Standards for Pocosin do not apply unless that Pocosin
is underlaid with Class IV soils.
c. As noted above, it does appear that there is some Pocosin Conservation Resource
which is underlaid by Class IV soils. Please see clips below.
Conservation Resources Soils
Pocosin Conservation Resource
d. As also noted above, there may have been documentation provided to staff in the
past that indicated that Class IV soils are no longer present on this site. Please
confirm if this is the case.
Pamlico Muck Soil (Class IV)
Tarin Woods II Phase 5– Major Subdivision – TRC Review
Page | 5
9. UDO Section 5.8, Open Space Requirements
a. Open space requirements for performance residential developments is 20% of the
total site acreage.
b. 16.3 acres * 20% = 3.26 acres of open space.
c. Site plan notes 3.26 acres of open space provided, but it’s a little unclear where this
is on the site- can you please clarify where the open space is located?
10. UDO Article 6, Subdivision Design and Improvements.
a. R-15 zoning requires sidewalks on one side of the street. Please indicate where the
sidewalks will go on this site plan.
b. The block going through areas C & D (Shiloh Drive) appears to be approximately
1,300 ft long, which is too long. UDO Section 6.2.2.A.2.b states that blocks shall not
exceed 1,000 feet in length. This can be broken up with open space.
c. This phase of the development will connect in with the existing Tarin Woods
neighborhood. Links and nodes appear sufficient.
d. New Hanover County Private Roadway Design standards require a minimum 24’
width travelway in new roads. It appears roads C & D meet this standard, whereas A
& B do not.
11. UDO Article 9, Flood Damage Prevention
a. None of this phase of Tarin Woods is in a Flood Hazard area.
NHC Fire Services, David Stone 910-798-7458
Compliance with the NC Fire Code
1. No comments.
Tarin Woods II Phase 5– Major Subdivision – TRC Review
Page | 6
NHC Engineering, Galen Jamison 910-798-7072
Stormwater management and land disturbance
1. Please submit for permit revisions to all existing applicable County stormwater permit for the
Tarin Woods development. Please digitally submit the permit applications documentation with
requisite review fees to the COAST online permit portal (https://newhanovercountync-
energovpub.tylerhost.net/apps/selfservice#/home) using the referenced permit numbers.
2. All conveyance calculations will need to be updated per the latest NHC stormwater design
manual.
3. A land disturbing permit issued by the County is required for this project. Please digitally submit
the permit application documentation with requisite review fees to the COAST online permit
portal (https://newhanovercountync-energovpub.tylerhost.net/apps/selfservice#/home).
Applicable forms can be found at https://www.nhcgov.com/249/Sediment-Erosion-
Controlhowever.
4. Please contact the State for their stormwater permit requirements.
NHC Environmental Health, Dustin Fenske 910-798-6732
Septic tanks and wells
1. Site plan reflects connection to public water and sewer. Proposed infrastructure does not
appear to violate any septic system or well setbacks to surrounding properties.
NHC Addressing, McCabe Watson 910-798-7068
Street naming and property address
1. Please contact me for address assignments following TRC approval.
Tarin Woods II Phase 5– Major Subdivision – TRC Review
Page | 7
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
Public water and sewer
1. CFPUA TRC Comments provided are preliminary comments only.
2. CFPUA is moving toward becoming paperless. When ready to submit plan review package,
upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-
Plan-Review-103.
3. CFPUA water and sewer available via mainline extensions.
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.
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
Driveway access and state road improvements
1. If the development does fall in line with the approved TIA, they will just need to meet those
requirements.
2. If a driveway connection is needed or utilities are being installed in the right of way they will
need to obtain permits.
WMPO, Luke Hutson 910-473-5130
New Hanover County contracted traffic engineering services comments:
1. See attached.
Tarin Woods II Phase 5– Major Subdivision – TRC Review
Page | 8
Project information also provided to the following state agencies and non-regulatory local
agencies for their awareness:
New Hanover County Emergency Management
New Hanover County Schools
NC Department of Environmental Quality (DEQ)
NC DEQ Division of Coastal Management
NC DEQ Division of Energy, Mineral, and Land Resources
New Hanover County Sustainability Manager
New Hanover County Soil & Water Conservation
Army Corps of Engineers
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: November 12, 2025
Subject: Tarin Woods II Phase 5
NCDOT Projects:
• N/A
WMPO 2045 MTP Projects:
• N/A
New Hanover County Projects:
• N/A
TIA: A TIA for the proposed Tarin Woods II Development was approved with conditions by the
WMPO on August 27, 2025. All improvements outlined in the approved TIA are required. Please
reach out to Caitlin Cerza (Caitlin.Cerza@wilmingtonnc.gov) if any questions arise related to the
TIA. Trip generations based on the 11th edition ITE Trip Generation Manual are shown below for
the proposed development.
Land Use (ITE Code) Intensity Unit 24 Hour
Volumes
AM Peak
Hour Trips
PM Peak
Hour Trips
Single Family Detached
(210) 41 Dwelling
Units 444 33 43
3901 Castle Hayne Road – GE Internal Road – TRC Review
Page | 1
To: Ryan Spiker, WSP USA Inc
From: Katherine May, Development Review Planner
Date: November 19, 2025 Technical Review Committee (TRC)
PID#: R01700-001-001-000
Egov# SITECN-25-000104
Subject: 3901 Castle Hayne Road – GE Internal Road - TRC Review
Technical Review Committee (TRC) General Information
The TRC is a staff-level group of local government officials that reviews projects for compliance with
the local regulations administered by each respective review agency. Voluntarily participating state
agencies may also provide comments. And general information and non-binding recommendations
about the site may also be provided by government agencies.
The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an
opportunity for applicants to speak with county staff and any voluntarily participating state or federal
agencies about the review comments they have been provided.
No voting is involved in the TRC process, and no final approvals or denials are made at the TRC
meetings. Following the TRC meeting, applicants are responsible for updating their plans to address
review comments. Those revised plans need to be resubmitted to the assigned case planner. The case
planner will facilitate additional reviews until all comments have been addressed, and the necessary
departments have stated the plans comply with the applicable minimum requirements for
development.
Following any future TRC approval, the project is required to obtain additional permits to include a
zoning compliance permit for the site. Applicants are also responsible for coordinating with state and
federal agencies for compliance with any additional requirements. Any activity on the property that is
not approved as part of the TRC review and zoning compliance permit will be considered a violation
of the UDO and subject to enforcement action under Article 12 Violations and Enforcement.
The following comments have been received for the November 19, 2025, TRC meeting. Additional
comments may be made upon further review of subsequent revisions.
3901 Castle Hayne Road – GE Internal Road – TRC Review
Page | 2
Planning, Katherine May 910-798-7443
Compliance with local UDO requirements
1. General Comments
a. Zoning district is I-2, Heavy Industrial.
b. This project is not associated with a rezoning.
c. As stated in the application the intended use is the development of a new road within
the campus with new driveway connections and upgrades.
d. The Planning and Land Use Department’s review of the site is for compliance with the
UDO and use specific requirements of the specified land use. Any other activity that
might occur on the property beyond the definition above should be noted on the
application and site plan for additional review and comment.
2. UDO Section 5.1, Parking and Loading
a. Additional parking is not required.
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 has been approved for this project. No additional mitigation will
be required. Permit #: TR-25-000097
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. Additional landscaping and buffering are not required.
b. All planting materials must comply with the approved planting materials listed in the
New Hanover County Tree & Landscaping Manual. The species and size must be listed
in the final landscape plan indicating compliance with the manual. Or evidence the
proposed plant species are acceptable from the county Agricultural Extension office.
6. UDO Section 5.5, Lighting
3901 Castle Hayne Road – GE Internal Road – TRC Review
Page | 3
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. Will there be any signs planned for the project?
b. For any signs on the site, a separate sign permit must be submitted and reviewed by
the county for compliance with Section 5.6 of the UDO for standards at or after the
submittal of the separate zoning compliance and construction permits for the primary
building or use. Any approvals granted by the TRC for the site design is not an approval
for the ultimate size or placement of the sign.
8. UDO Section 5.7, Conservation Resources
a. The conservation resources map does not indicate any conservation resources
impacting the property, this section does not apply.
9. UDO Article 9, Flood Damage Prevention
a. The site is not in a floodplain.
NHC Fire Services, Ray Griswold 910-798-7448
Compliance with NC Fire Code
1. Fire Finals required
2. Any gates will require Knox Entry methods for Fire Service units 3. Fire hydrant relocation will be required
to be upgraded to 5 inch STORZ equipped fire hydrant, if not equipped.
NHC Engineering, Galen Jamison 910-798-7072
Stormwater management and land disturbance
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
Septic tanks and wells
3901 Castle Hayne Road – GE Internal Road – TRC Review
Page | 4
1. Scope of work does not involve any Environmental Health concerns.
NHC Addressing, McCabe Watson 910-798-7068
Street naming and property address
1. Please submit street name proposals with alternatives prior to TRC approval.
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
Public water and sewer
1. CFPUA TRC Comments provided are preliminary comments only.
2. CFPUA is moving toward becoming paperless. When ready to submit plan review package,
upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-
Plan-Review-103.
3. CFPUA water available.
NCDOT, Nick Drees 910-343-3915
Driveway access and state road improvements
1. See attached comments.
WMPO, Caitlin Cerza 910-473-5130
New Hanover County contracted traffic engineering services comments:
1. No comments.
Army Corps of Engineers, Brad Shaver 910-251-4611
Information or Requirements if wetlands are impacted
1. No comments.
Project information also provided to the following state agencies and non-regulatory local
agencies for their awareness:
New Hanover County Emergency Management
3901 Castle Hayne Road – GE Internal Road – TRC Review
Page | 5
New Hanover County Schools
NC Department of Environmental Quality (DEQ)
NC DEQ Division of Coastal Management
NC DEQ Division of Energy, Mineral, and Land Resources
New Hanover County Sustainability Manager
NHC Soil & Water Conservation
STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
JOSH STEIN DANIEL H. JOHNSON
GOVERNOR SECRETARY
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
Memorandum
DATE: November 6, 2025 TO: New Hanover County Technical Review Committee
SUBJECT: GE Internal Road Buildout – 3901 Castle Hayne 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
You can coordinate with the District Office with any questions 910-398-9100.
NCDOT Driveway Permit:
An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and
15 of the Policy on Street and Driveway Access to North Carolina Highways to include
access locations within 500’ of the proposed access on both sides of the State Road.
Submit to the local NCDOT District Engineer’s Office.
• Refer to the NCDOT checklist (included) for required documents and site plan
information.
NCDOT Encroachment Agreement:
An NCDOT Encroachment Agreement is required for any utility connections or
installations within the NCDOT right-of-way (form 16.6).
• Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for
required documents and site plan information.
An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths
installed within the NCDOT right-of-way (form 16.6).
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
Site Plan Comments:
Drainage/Stormwater Conveyance:
• If the drainage does not naturally flow to the NCDOT right of way the historic
drainage pattern should be maintained.
Sight Triangles and Sight Distance:
• Show and label the 10’ X 70’ NCDOT sight triangles.
o No obstructions shall be placed within the NCDOT sight triangles.
• Show and label the stopping sight distance.
o No obstructions shall be placed within the stopping sight distance.
Identification Signing and Landscaping:
• Identification signing or landscape vegetation within the median and the sight
distance triangle must not obstruct the driver’s line of sight. No landscaping or
signing will be allowed to exceed 42 inches in height, measured from the Edge of
Pavement (EOP) within the median or sight triangle.
• All pylon signs in the median or sight distance triangle must provide a vertical
clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the
EOP. Signing located within a clear recovery area shall be of a “breakaway
design.”
• Only low growing shrubbery, consistent with the NCDOT’s landscaping policies,
as contained in the publication “Guidelines for Planting Within Highway Right of
Way,” will be allowed within a landscaped median and the sight distance triangle
at the entranceway to a development, whether the street or driveway connection to
the State Highway System is designated as a public facility or not. Landscaping
within the right-of-way and sight distance triangles may require additional
approval by the District Engineer.
Gated Entrances:
• Show and label any proposed gates with distances to the right of way line.
Internal Stem Protection:
• Label the internal protection stem length for the proposed driveway connection.
o Measured from the right-of-way line.
I-140 CA
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AIR CONDITIONER/HVACBACK OF CURBBOOK OF MAPSBRICKCLEANOUTCONCRETEDEED BOOKDUCTILE IRON PIPEEDGE OF PAVEMENTIRRIGATION CONTROL VALVE
IRON PIPE FOUNDIRON ROD FOUNDLANDSCAPED AREANOW OR FORMERLYPAGERIGHT-OF-WAYRETAINING (WALL)SANITARY SEWER MANHOLE
LOT NUMBERSIGN POSTIRON FOUNDSTORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
MAILBOX
FENCE LINE (CHAIN LINK)
STORM DRAIN LINESANITARY SEWER LINEOVERHEAD ELECTRIC UTILITY LINESTORM DRAIN
ACBCBMBRKCOCONCDBDIPEPICVIPFIRFLSAN/FPGR/WRETSSMH
SURVEY LEGEND
TOP OF BANK50' JURISDICTIONAL STREAM BUFFER
SHEET OF
1 115
FOR CONSTRUCTION
Role:
NOT
DATEDEPARTMENT SIGNATURE
APPROVED _________________ ________
DATE
Plans Prepared By:
CAD File Path:
DRAWING INDEX:
VICINITY MAP
Q:\GE\Wilmington\_6260-23-0100_Castle Hayne Rd\Roadway\Sheets\GE_SHT_NOTE.dwg
5710 Oleander Dr.Oleander Business CenterWilmington, NC, 28403
Robert, Green(803) 984-4101robert.green2@WSP.com
Project Managers:
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3901 CASTLE HAYNE RD, CASTLE HAYNE, NC 28429
ROADWAY DRAINAGE/UTILITY
SEE OTHER DISCIPLINE SEALS ON RESPECTIVE SHEETS
NOT TO SCALE
WSP USA
Robert Green, PE (WSP)
100% DESIGN - ISSUED FOR PERMIT
SEPTEMBER 19, 2025
GE Site Improvements
GE VERNOVA
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C-1C-2C-3C-4C-5-C-10CD-000-CD-012CD-020-CD024CP-000-CP-012CP-020-CP-024
CP-101-CP-110
CG-000-CG-012
CG020-CG024
ECP-000-ECP-012ECP-020-ECP-024TC-1-TC-2PMP-APMP-BPMP-000-PMP-012PMP-020-PMP-024
TITLE SHEETGENERAL NOTESLEGENDTYPICAL SECTIONSDETAILSEX. CONDITIONS & DEMOLITION""ROADWAY PLAN""ROADWAY PROFILEGRADING & DRAINAGE PLAN""EROSION CONTROL PLAN""TRAFFIC CONTROL NOTES & PHASING
GENERAL NOTES
SIGN SHEETS
PAVEMENT MARKING & SIGNING
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SPUR ROAD
DELIVERY ACCESS
SOUTH GATE
MEDICAL FACILITYCONNECTION
PARKING LOTACCESS(PEDESTRIANBRIDGE REMOVAL)LOOP ROAD
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PROPOSED CULVERT - 145LF 24" RCP @ 0.15%
PROPOSED PIPE EXTENSION - 244LF 18" CMP @ 1.45%
RETAIN ~ 60LF OFEXISTING 18" CONCRETE PIPE
RETAIN ~ 41LF OFEXISTING CONCRETE PIPE
PROPOSED PIPE EXTENSION - 118LF 18" RCP @ 1.48%
MATCH EXISTING GRADE+/-29.66
MATCH EXISTING GRADE+/-29.59
MATCH EXISTING GRADE+/-30.03
MATCH EXISTING GRADE+/-29.94
MATCH EXISTING GRADE+/-29.44
MATCH EXISTING GRADE+/-30.01
NCDOTROW
PROPOSED PERMANENT EASEMENT
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
NCDOTROW
PROPOSED 18" CONCRETE HEADWALL - 1INV IN = 25.81SEE DETAIL 1, SHEET C-8
PROPOSED CONCRETE COLLAR - 2INV = 25.17SEE DETAIL 2, SHEET C-8
PROPOSED 18" HEADWALL - 5INV IN = 26.18SEE DETAIL 1, SHEET C-8
PROPOSED CONCRETE COLLAR - 6INV = 25.91SEE DETAIL 2, SHEET C-8
PROPOSED 24"CONCRETE ENDWALL - 4INV OUT = 25.26SEE DETAIL 1, SHEET C-8
PROPOSED 24" CONCRETE HEADWALL - 3INV IN = 25.33SEE DETAIL 1, SHEET C-8
EXISTING INV = 25.16
EXISTING INV = 25.73
27
AIR CONDITIONER/HVACBACK OF CURBBOOK OF MAPSBRICKCLEANOUTCONCRETEDEED BOOKDUCTILE IRON PIPEEDGE OF PAVEMENTIRRIGATION CONTROL VALVE
IRON PIPE FOUNDIRON ROD FOUNDLANDSCAPED AREANOW OR FORMERLYPAGERIGHT-OF-WAYRETAINING (WALL)SANITARY SEWER MANHOLE
LOT NUMBER
SIGN POSTIRON FOUND
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
MAILBOX
FENCE LINE (CHAIN LINK)STORM DRAIN LINESANITARY SEWER LINEOVERHEAD ELECTRIC UTILITY LINE
STORM DRAIN
ACBCBMBRKCOCONCDBDIPEPICV
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SURVEY LEGEND
TOP OF BANK50' JURISDICTIONAL STREAM BUFFER
ELECTRIC HANDHOLE
ELECTRIC VAULT
UTILITY POLE
ELECTRIC BOXLIGHT POLE
ELECTRIC MANHOLE
WATER VALVE
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
WATER SHUT OFF VALVE
TELEPHONE PEDESTAL
END OF INFORMATION
GAS VALVE
UTILITY CONTINUESPOST INDICATOR VALVE
FIBER HANDHOLE
TELEPHONE BOX
SUE LEGEND
TELEPHONE/COMMUNICATION LINE
ELECTRIC UTILITY LINE
WATER UTILITY LINE
WATER UTILITY LINE (RECORD)
SEWER FORCE MAIN UTILITY LINE (RECORD)
UNKNOWN UTILITY LINE
GAS UTILITY LINE
EXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED STORM DRAINEXISTING STORM DRAIN
PROPOSED DROP INLET
PROPOSED JUNCTION BOX
PROPOSED CONCRETE PAVEMENT
PROPOSED RIPRAP
EXTENTS OF ESTIMATED VOCsABOVE 2L STANDARD (PRINCIPAL AQUIFER)
PROPOSED HEADWALL/ENDWALL
LIMITS OF DISTURBANCE
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TITLE
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5710 Oleander Dr.
Oleander Business CenterWilmington, NC 28403(803) 984-4101 wsp.com
REVISIONS
ISSUED FOR PERMITA
CG-000
GRADING &
DRAINAGE PLAN
NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________
Applicant Checklist NCDOT Checklist
Driveway Application Process and Site Plan Requirements
ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND
DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE
APPLICATION TO THE APPLICANT FOR REVISION.
***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS***
Electronic Pre-Submittals
In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to
identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all
other required documents.
All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx
In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction.
Online resources:
•NCDOT Policy on Street and Driveway Access to North Carolina Highways:
https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an
d%20Driveway%20Access.pdf
•NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way:
https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx
•Electronic Forms Database:
https://connect.ncdot.gov/Pages/default.aspx
1)
a.Cover Letter
Include contact information for applicant and engineer, including email address, mailing address, and phone
number. Include the parcel number(s), description of all phases of the development and future land uses to be
served by the permit, and a description of the adjoining land owned or controlled by the applicant.
b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below)
https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc
c.$50.00 Inspection Fee Per Access Point
Attach to Permit Application form (not applicable for municipalities, churches, and schools)
d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc
e.Verification of Compliance with Environmental Regulations (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf
f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional
site plan requirement details can be found in section 2 of this document.
g.Design Plan Requirements for projects involving roadway improvements
If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information
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Engineering Studies
The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined
herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local
government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs
that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses
(TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina
licensed Professional Engineer.
Section 1: Requi
red Documents
|Required documents to accompany all Initial Driveway Application Submittals
Please note that these are the minimum requirements of all driveway permit applications.
All required documentation shall be submitted through the online portal as PDF files, with the exception of the
Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501
Barbados Blvd, Castle Hayne, NC 28429.
If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there
may be additional submittal materials required.
State of North Carolina | Department of Transportation | Division 3 | District 3
5501 Barbados Blvd, Castle Hayne, NC 28429
Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________
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Section 1: Required Documents (continued)
2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL
a.Site Plans
One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement
details can be found in section 2 of this document.
b.Performance and Indemnity Bond Information/Forms
See last page of document for bond information and forms
c.Performance and Indemnity Bond Amount
100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by
the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities,
churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway
Rights of Way for acceptable bond types
d.Radius Encroachment Letter (if applicable)
If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required
e.Hold Harmless Letter (if applicable)
If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will
be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit
Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below
Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways
1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown
2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable
3)Contact information of applicant and engineer, including mailing address, phone number, and email address
4)Show R/W lines, highway control of access, and property lines
5)All existing utilities (including handholes) and easements
6)R/W width
7)Existing posted speed limit(s) and design speed limit(s)
8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of
the property lines of the proposed development
9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any
other relevant transportation facilities in the development area
10)Include a plan sheet showing full site build-out and land use
11)Buildings shown with “gross leasable area”
12)Width of property frontage
13)Distance from R/W to buildings and gasoline service islands
14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34)
15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc.
Section 3: Driveway Plan Requirements
|
All driveway plans shall include and show, at a minimum, the items listed below
1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all
directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm
water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance.
2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways
3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77)
4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required
shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum
5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51)
In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached)
In shoulder sections, show grades at the EOP and centerline
6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31)
7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90°
allowed for right-in/right-out on a case-by-case basis) (page 51)
8)Driveway Profile (pages 42- 43)
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Section 3: Driveway Plan Requirements (continued)
9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W)
Asphalt: 8” ABC stone and 1.5” S9.5B
Concrete: 6” of concrete
10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’
11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std.
12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31)
13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29)
14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41)
15)Distance between driveways being requested (if applicable; page 51)
16)Minimum internal storage areas with specified queues (pages 31-33)
17)Minimum protected driveway stem(s) provided and indicated (pages 33-34)
18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required
|
Section 6: Roadway Plan Requirements
If off-site improvements are required, roadway plans shall show, at a minimum, the items below
1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway)
2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders)
Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below
•Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000
5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C
•Secondary Routes with AADT<10,000
5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B
3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary
The grinding of pavement markings will not be allowed
4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum
5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter
6)Indicate existing roadway grade
7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78)
8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79)
See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details
9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services
10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location
11)New and/or revised signal plans must be included for new installations and if signal modifications are required
All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic
Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200.
|
Section 4: Drainag e Requirements
All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below
Section 5: Internal Circ ulation Requirements
|All internal circulation details shall adhere to, at a minimum, the items listed below
1)Interior driveway channelization stems
Minimum 100’ from the ROW or at the discretion of the District Engineer
2)Traffic flow pattern
3)Traffic control devices
4)Pavement Markings
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1)Pipe Cover Minimums (measured from top of pipe to subgrade)
High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12”
2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2)
Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and
310.04 of the Roadway Standard Drawings for details
Pipes >30" on multilane highways posted above 45mph require guardrail
Pipes ≥36" require an endwall on the inlet end
3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently
dedicated drainage easement will be required to accommodate the proposed project drainage
4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements)
5)Provide spot elevations along frontage of driveway (at EOP and centerline)
6)Provide grades and spot elevations for existing and proposed ditches
7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted)
C/L
EOTEOP
P/L
R/WR/W
R/W
EOP
EOP
EOP
EOP
NTS
R/W
P/L
DRAINAGE FLOW
DRAINAGE FLOW
DRAINAGE FLOW
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
S IGHT T R IANGLE
10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70'
DRIVEWAY
RR MIN. 30'MIN. 30'
NO ROADWAY IMPROVEMENT
COMMERCIAL DRIVEWAY WITH
NORMAL CROWN ROADWAY
6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
PIPE/TYPE/SIZE
WIDTH
CON
CR
ET
E
/ASP
HA
LT
LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER
SITE ADDRESS:TAX PARCEL #
20191115
PARALLEL END S.D. 310.02
INVERT ELEVATION
PARALLEL END S.D. 310.02
INVERT ELEVATION
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION