HomeMy WebLinkAboutNCDOT TRC Comments
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 ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED
EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT
OF EXCAVATION OR DEMOLITION.
CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUM
APPROACH 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
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SITE PLANSC-2.0 - C-2.3
RESUBMITTAL MARCH 2025RESUBMITTAL OCTOBER 2025
SITE PLANS - ENLARGEMENTS C-2.4
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VICINITY MAP
NOT TO SCALE
NORTH
140
SITE
HERMITAGE RD
PARKING REQUIREMENTS
ALL SINGLE FAMILY RESIDENTIAL LOTS WILL HAVE ON LOT PARKING FOR 2 OR MORE CARS
TRAILHEAD VILLAGE - WECLOME CENTER PARKING
TOTAL REQUIRED: NO REQUIREMENTS SPECIFIEC IN UDO
TOTAL PROVIDED: SPACES WILL BE PROVIDED WITH DESIGN OF AREA
PRIMARY AMENITY - PHASE 1:
TOTAL REQUIRED: NO REQUIREMENTS SPECIFIED IN UDO
TOTAL PROVIDED: SPACES WILL BE PROVIDED WITH DESIGN OF AREA
RA PERFORMANCE RESIDENTIAL DIMENSIONAL DATA:
SITE DIMENSIONS PER PERFORMANCE RESIDENTIAL STANDARDS
MULTI-FAMILY APARTMENTS REQUIRED PER RA ZONING DISTRICT
PERIMETER SETBACK: 20' MIN; ALL LOCATIONS WILL EXCEED THIS BUFFER
BUILDING HEIGHT MAXIMUM: 40' HT MAX.
BUILDING SEPARATION 10' MIN.
FRONT SETBACK: 10' MIN
SIDE SETBACK: 5' MIN
REAR SETBACK: 10' MIN.
LANDSCAPING & BUFFERING NOTES
1. STREETYARDS SHALL BE PROVIDED ALONG CASTLE HAYNE ROAD THE NEW HANOVER COUNTY UDO
2. THE SITE IS SURROUNDED BY WATER AND WETLANDS ON 3 SIDES OF THE PROPERTY. VEGETATION
WILL REMAIN IN THESE AREAS WITH SELECTIVE CLEARING TO REMOVE DEAD/DYING MATERIAL AND
MAINTAIN VIEW CORRIDOR TO CREEKS AND RIVER AS WELL AS PROMOTE WATER ACCESS WHERE
POSSIBLE.
3. BUFFERS TO EXISTING RESIDENTIAL AREAS WILL FAR EXCEED MINIMUM AMOUNT REQUIRED. THE
WIDTH VARIED, BUT WILL INCORPORATE EXISTING VEGETATION AND ENHANCED LANDSCAPE AS
NEEDED.
SIDEWALKS
1. SIDEWALKS SHALL BE PROVIDED IN ACCORDANCE WITH THE NEW HANOVER COUNTY UDO. ALL
PROJECT ROADS IN RIGHTS OF WAY SHALL HAVE A 5' WIDE SIDEWALK, MINIMUM, ON ONE SIDE OF THE
ROAD.
WASTE DISPOSAL
WASTE 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 SHALL
BE COMPLETELY ENCLOSED AND SCREENED WITH AN OPAQUE FENCE OR WALL. THE ENCLOSURE SHALL
BE 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 SUPPORT
CONSTRUCTION OF HOMES AND AMENITIES.
2.CONSTRUCTION PHASING WILL BE ALIGNED WITH PENDING PHASED TIA WITH NO MORE THAN
100 HOMES PROPOSED FOR CONSTRUCTION PRIOR TO A SECONDARY ACCESS ROAD BEING
INSTALLED. DEVELOPER WILL WORK WITH NHC FIRE MARSHAL'S OFFICE TO FURTHER
IDENTIFY TIMING AND CONSTRUCTION OF ENTRANCE ROAD.
3. A TRAFFIC IMPACT ANALYSIS IS IN PROGRESS AND ALL NCDOT/ WMPO APPROVED TRAFFIC
IMPROVEMENTS WILL BE INSTALLED BY THE DEVELOPER IN THE SEQUENCE DETERMINED BY
THE FINAL TIA APPROVAL.
4. ALL PROJECT ROADS WILL BE PRIVATE, BUILT TO NEW HANOVER COUNTY PRIVATE ROAD
STANDARDS UNLESS OTHERWISE NOTED.
5.SOME NEIGHBORHOODS MAY BE GATED. ALL WILL BE EQUIPPED WITH SIREN ACTIVATED OR
KNOX 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 OFFICE
DEVELOPED IN THIS FIRST PHASE OF DEVELOPMENT.
8.ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH SECTION 5.6
OF 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, NO
SPECIMEN TREES WERE FOUND IN PROPOSED DEVELOPMENT UPLAND AREAS; ALL OTHER
TREES IN WETLAND CONSERVATION AREAS WILL BE PRESERVED.. A TREE REMOVAL PERMIT
WILL BE SUBMITTED FOR ANY SIGNIFICANT/REGULATED TRESS REQUIRING REMOVAL OR
MITIGATION.
11.CFPUA TO SUPPLY WATER AND SEWER. DEVELOPER TO CONSTRUCT UTILITY EXTENSIONS
TO 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 A
MULTI_PHASED DEVELOPMENT. THIS DEVELOPMENT CONTAINS 25 ACRES OR MORE; IS PLANNED TO
OCCUR IN MULTIPLE PHASES; AND IS SUBJECT TO A MASTER DEVELOPMENT PLAN WITH COMMITTED
ELEMENTS SHOWING THE TYPE AND INTENSITY OF USE FOR EACH PHASE. THE ENTIRE DEVELOPMENT
SHALL BE VESTED UNDER THE LAND DEVELOPMENT REGULATIONS IN EFFECT AT THE TIME OF
APPROVAL OF THIS INITIAL PHASE, AND SHALL REMAIN VESTED FOR A PERIOD OF SEVEN (7) YEARS
THEREAFTER.
14.APPROVAL OF THIS PLAN ESTABLISHES A ZONING VESTED RIGHT UNDER N.C.G.S. § 160D_108.1 AS A
SITE-SPECIFIC VESTING PLAN. UNLESS TERMINATED AT AN EARLIER DATE, THE VESTED RIGHT SHALL
BE VALID UNTIL___________
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SITE DATA:
TOTAL GROSS SITE ACREAGE OF PROPOSED SUBDIVIDED PARCEL: ± 1,809.78 AC
WETLANDS
TOTAL WETLANDS WITHIN SUBDIVISION BOUNDARY: ± 1,219.84 AC
iNCL: TOTAL SWAMP FOREST / POCOSIN WETLANDS: ± 1,219.84 AC
TOTAL MARSH WETLANDS: ± 5.9 AC
CONSERVATION RESOURCE PRESERVATION REQUIREMENTS:
SWAMP FOREST & POCOSIN = ± 1,219.84 X 0.5 = ± 609.92 AC CONSERVED
MARSH = + 5.9 AC X 0.8 = ± 4.72 AC CONSERVED
TOTAL CONSERVATION RESOURCE PRESERVATION REQUIRED: ± 614.64 AC
TOTAL CONSERVATION AREA PROVIDED : ± 1,219.84 AC MIN.
CLASS IV SOILS
SITE SPECIFIC SOILS ANALYSIS PERFORMED BY SEGI (ENVIRONMENTAL CONSULTANT) FOUND NO CLASS IV SOILS
EXIST 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 SPACE
TOTAL 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 INFORMATION
PROJECT LOCATION: SLEDGE ROAD AT CASTLE HAYNE ROAD
CASTLE 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 INFORMATION
CURRENT ZONING: RA
PROPOSED USE: RESIDENTIAL
FUTURE LAND USE CLASSIFICATION: COMMUNITY MIXED USE, RURAL RESIDENTIAL, CONSERVATION
FLOOD INFORMATION: PORTIONS OF THE SUBJECT PARCELS ARE LOCATED IN ZONE
AE 8 BFE AND ZONE X – MINIMAL FLOOD RISK – AS SHOWN BY
FEMA MAP NUMBERS 3720320200L, 3720321200L, 3720320100L,
3720322200L BEARING AN EFFECTIVE DATE OF JANUARY 17,
2025 AND 3720321100K, 3720322100K BEARING AN EFFECTIVE
DATE 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 PROPOSED
PHASE 2 SINGLE FAMILY UNITS : 222 LOTS PROPOSED
PHASE 3 SINGLE FAMILY UNITS : 266 LOTS PROPOSED
PHASE 4 SINGLE FAMILY UNITS : 367 LOTS PROPOSED
PHASE 5 SINGLE FAMILY UNITS : 213 LOTS PROPOSED
PHASE 6 SINGLE FAMILY UNITS : 350 LOTS PROPOSED
SECONDARY
ACCESS ROAD;
THIS PARCEL AREA
NOT INCLUDED IN
DENSITY
CALCULATION
± 10 AC
PRIMARY AMENITY
AE FLOOD ZONE
SHADED X FLOOD ZONE
COUNTY'S COD 25' SETBACK FROM
SWAMP FOREST WETLANDS, TYP.
WETLAND LINE, TYP.
FIRE TURNAROUND
STORMWATER FACILITY, TYP.
EMERGENCY ONLY
SECONDARY ACCESS
ROAD CONNECTING
TO DEKKER RD; SIREN
OR KNOX BOX GATED
ROAD; DEVELOPER TO
WORK WITH COUNTY
FIRE MARSHAL, EMS, &
NHC PLANNING TO
ASSURE DESIGN AND
CONSTRUCTION
COMPLIANCE
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9
566
565
382
381
380
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377
376
375
374
373
372 371 370
369
368
367
366
365
364
363
362
361
360
359
358 357 356 355 354 353 352 351 350 349 348 347 346 345 344
343
342
341
340
339
338
337
336
335
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325
324
323
322
321
320
319
318
317
316
315
314
313
312
311
310
309
308
307
306
305
304
272
271
270
269 268 267 266
265
264
263
262
261
260
259
258
257
256
255
254
253
252
251
250
249
248
247
246
245
244
243
198
189
188
187
186
185
184
183
182
181
180
179
178
177
176
175
174
173
172
171
170
146
145
144
143
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98
97
96
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93
92
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89
88
87
86
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63
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SECONDARY ACCESS ROAD CONNECTING TO DEKKER RD; SIREN OR KNOX BOX GATED ROAD
FOR EMERGENCY ACCESS ONLY; DEVELOPER TO WORK WITH COUNTY FIRE MARSHAL TO
DESIGN TO COUNTY AND STATE STANDARDS; SEE DETAIL SHEET C-2.0; SECONDARY ACCESS
WILL BE COORDINATED WITH NHC PLANNING, FIRE/EMS, & NCDOT TO DETERMINE WHEN
SECONDARY ACCESS NEEDED & IN WHICH LOCATION
N O R T H
EXISTING SLEDGE ROAD TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE
WITH PENDING TIA REQUIREMENTS. FINAL ROAD DESIGN WILL BE REVIEWED AND
APPROVED BY NCDOT
EXISTING EASEMENT FOR EXISTING SLEDGE ROAD
ENTRY MONUMENT STRUCTURE & SIGN WITH LANDSCAPE
SURROUNDING; PERMITTED SEPARATELY
SLEDGE ROAD REALIGNED WITHIN A NATURAL & LANDSCAPED CORRIDOR
PRIMARY COMMUNITY ACCESS - SLEDGE ROAD AT CASTLE HAYNE ROAD
SCALE: 1" = 60'
ENTRY MONUMENT STRUCTURE & SIGN WITH LANDSCAPE
SURROUNDING; PERMITTED SEPARATELY
UTILITY EXTENSIONS ANTICIPATED THESE LOCATIONS; PENDING CFPUA
REVIEW AND COORDINATION
PRELIMINARY DESIGN FOR SITE MAIN ENTRANCE INCLUDES FULL
MOVEMENT INGRESS, DEDICATED LEFT & RIGHT TURN LANES; TIA
APPROVAL WILL DICTATE FINAL DESIGN REQUIREMENTS AND NCDOT
WILL REVIEW AND APPROVAL DRIVEWAY DESIGN
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OF WAYS THIS DEVELOPMENT EXCEPT IN NARROW PART OF SLEDGE
ROAD ENTRANCE BETWEEN GE AND ADJACENT NEIGHBORHOOD
FUTURE
DEVELOPMENT
SECTION LINE;
SEE MASTER PLAN
FOR DETAILS
LANDSCAPE BUFFER &
TRAIL AREA BETWEEN ROW
AND PROPERTY LINE
SHARED PROPERTY LINE
WITH GE
WETLANDS ALONG EXISTING CREEK
EXISTING OLD POWERLINE
EASEMENT TO BE ABANDONED
GATE HOUSE & MAIN RESIDENTIAL
ENTRANCE TO NEIGHBORHOODS
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GRAPHIC SCALE
STORMWATER FACILITY, TYP.
LOTS WITH REAR OPEN SPACE
ALONG EXISTING DITCH
EXISTING EASEMENT FOR EXISTING SLEDGE ROAD
±6 AC TRAILHEAD VILLAGE - WELCOME CENTER
CAMPUS INCLUDING SALES CENTER & ASSOCIATED
COMMUNITY AMENITIES AND PARKING
PHASE 2 FUTURE DEVELOPMENT;
THIS PARCEL AREA NOT INCLUDED IN DENSITY CALCULATION
REQUIRED 20' MIN. BUFFER, TYP.
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24
WATER LINE
SETBACKS
EASEMENTS
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BUILDING HATCH
SANITARY SEWER MANHOLE
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EXISTING CONTOUR LINE
RIGHT-OF-WAY LINE
PHASE/SECTION LINES
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FORCE MAINFMFMFMFMFM
WATER LINE EXTENSION TO BE COORDINATED WITH NCDOT AND CFPUA
SEWER LINE EXTENSION TO BE COORDINATED WITH NCDOT AND CFPUA
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LANDSCAPE & BUFFER COORIDOR EITHER SIDE
MAIN ENTRANCE ROAD; VARIABLE WIDTH, TYP.
VARIABLE WIDTH RIGHT OF WAY
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NEIGHBORHOOD PARK, TYP.
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 IGH T T R IAN G LE
10 ' B Y 70 'S I GH T 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 PAVEMENT
MIN 2% FALL AWAY or
20' AWAY FROM THE PROPERTY LINE
DRIVEWAY 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 LINE
DRIVEWAY SHALL BE LOCATED AT LEAST
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINE
NEAREST OUTFALL ELEVATION
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINE
NEAREST OUTFALL ELEVATION