HomeMy WebLinkAboutTRC Comments Full Set
Outdoor Golf – 4200 Castle Hayne Rd – TRC Review
Page | 1
To: Ross Howe, ZCH Investments, LLC
From: Amy Doss, Associate Planner
Date: August 20.2025 Technical Review Committee (TRC)
PID#: R0170-004-034-000
Egov# SITECN-25-000087
Subject: 4200 Castle Hayne Rd – Outdoor Golf - 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 August 20, 2025, TRC meeting. Additional
comments may be made upon further review of subsequent revisions.
Outdoor Golf – 4200 Castle Hayne Rd – TRC Review
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Planning, Amy Doss 910-798-7571
1. General Comments
a. Property is zoned (CZD) CB, Community Business, case Z24-20.
b. As stated in the application the intended use is for an outdoor recreation
establishment. The Unified Development Ordinance (UDO) defines the use as
i. Uses that provide commercial recreation or amusement outdoors (except
adult entertainment), including but not limited to: drive-in movie theater,
amusement park or theme park, fairgrounds, miniature golf establishments,
golf driving ranges, water slides, and batting cages.
c. 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.
d. The project was part of conditional rezoning, case number Z24-20 and subject to
conditions as noted on C-001.
e. Please log on to Coast and pay the $75 review fee, or call 910-798-7355 and reference
SITECN-25-000087 and INV-00146565 to pay over the phone.
2. UDO Section 5.1, Parking and Loading
a. Use requires 4 parking spaces for every 1,000 square feet of outdoor recreation.
Project proposes 20,000 square feet. Required parking is 20,000 / 1,000 = 20 x 4 = 80
required parking spaces. 100 parking spaces have been provided.
b. Please note that the UDO requires all commercial development that exceeds 25
parking spaces to provide conduit for future Electric Vehicle Parking- EV Capable
Spaces.
i. The number of EV-Capable spaces is calculated based on 20% of the parking
required.
ii. This caps at a maximum of 15 EV-Capable spaces per project (80 x .2 = 16).
iii. Please indicate on the site plan which spaces will be EV-capable and where the
conduit will be run.
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
Outdoor Golf – 4200 Castle Hayne Rd – TRC Review
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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. Please submit a Tree Removal Application and a tree removal plan to accompany the
tree survey, when ready. The mitigation noted on page L-101 cannot be approved
without the tree removal permit application and accompanying table with sufficient
tree data showing species, size, and calculations.
5. UDO Section 5.4, Landscaping and Buffering
a. Please break out parking lot landscaping in the landscape data table showing required
and provided calculations.
b. Foundation plantings adequately meet requirements.
c. Transitional buffer is not shown on the southern boundary adjacent to undeveloped
R-20 land. If it is the applicant’s intent to use existing vegetation to satisfy the
ordinance requirements, please document the existing vegetation on the landscape
plan.
d. Please break out street yard calculations in the landscape data table showing required
and provided calculations.
6. UDO Section 5.5, Lighting
a. Please note that a lighting plan is not required for TRC approval but will be required
prior to issuance of construction plan approvals.
b. Is any lighting proposed for the site?
7. UDO Section 5.6, Signs
a. For any signs on the site, please submit for a sign permit, referencing Section 5.6 of
the UDO for standards.
8. UDO Section 5.7, Conservation Resources
a. The New Hanover County Conservation Resource Map indicates approximately 3.4
acres of swamp forest conservation resource on the property which is below the
ordinance threshold of a minimum of 5 acres that triggers additional development
standards.
Outdoor Golf – 4200 Castle Hayne Rd – TRC Review
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NHC Fire Services, Ray Griswold 910-798-7448
1. Fire Finals required
2. Portable fire extinguishers required per NFPA 10
NHC Soil & Water Conservation, Dru Harrison 910-798-7138
Non-regulatory comments provided.
1. Please see attached.
NHC Engineering, Galen Jamison 910-798-7072
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-Control however.
2. Please contact the State for their stormwater permit requirements. A low density permit is
anticipated.
3. Per Section 2.6.5 of the NHC Stormwater Design Manual, public drainage easements for
open channels should be rounded to the nearest 5’ increment.
4. The relocation of the existing channel will likely require additional tree removal to fill the
existing 1.5’ ditch.
5. The final SCM could not be found. How are the County stormwater ordinance requirements
anticipated to be met?
NHC Environmental Health, Dustin Fenske 910-798-6732
1. Site plan reflects connection to a private drinking water well. This well will need to be
approved by the appropriate agency depending on use and employees. It could require
approval through NC DEQ Public Drinking Water Section. Correspondence with NC DEQ will
be needed since this site is located close to a EPA Superfund Site and construction of a
drinking water well may be problematic. Well permits and approvals will be necessary prior
to building permit issuance.
2. A septic permit has been issued for this site for a previous design. OSWPIP-24-0039 has
been issued by The Davey Group for a different use. This permit will need to be revoked by
The Davey Group prior to a new permit being issued. Application annotates 1500 GPD
wastewater flow. This is a high flow for a site that has poor soils. It is highly suggested that
Outdoor Golf – 4200 Castle Hayne Rd – TRC Review
Page | 5
a consultant is contacted to confirm this flow can be achieved on this parcel. Septic
applications must be made to either NHC Environmental Health or a Private Consultant and
permits obtained prior to a building permit issuance.
NHC Addressing, McCabe Watson 910-798-7068
1. No comments, the existing address is acceptable.
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
1. No comments. Site plan reflects well and septic.
NCDOT, Nick Drees 910-343-3915
1. Please see attached.
WMPO, Luke Hutson 910-343-3915
New Hanover County contracted traffic engineering services comments:
1. Please see attached.
Army Corps of Engineers, Brad Shaver 910-251-4611
1. The Corps recently completed a jurisdictional determination and found no on-site resources
under our jurisdiction.
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
NHC Sustainability Manager, Madelyn Wampler 910-798-7175
United States
Department of
Agriculture
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
New Hanover
County, North
Carolina
Natural
Resources
Conservation
Service
Map Unit Legend (4200 Castle Hayne Rd)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Le Leon sand 0.0 0.4%
Ls Lynchburg fine sandy loam, 0 to
2 percent slopes, Atlantic
Coast Flatwoods
0.1 0.8%
Ly Lynn Haven fine sand 0.1 0.6%
On Onslow loamy fine sand 0.9 8.8%
Pn Pantego loam 9.1 89.5%
Totals for Area of Interest 10.1 100.0%
Custom Soil Resource
Report Soil Map (4200
Castle Hayne Rd)
38
0
2
03
0
38
0
2
08
0
38
0
2
13
0
38
0
2
18
0
38
0
2
23
0
38
0
2
28
0
38
0
2
33
0
38
0
2
38
0
38
0
2
43
0
38
0
2
48
0
38
0
2
03
0
38
0
2
08
0
38
0
2
13
0
38
0
2
18
0
38
0
2
23
0
38
0
2
28
0
38
0
2
33
0
38
0
2
38
0
38
0
2
43
0
38
0
2
48
0
231
290
231
340
231
390
231
440
231
490
231
540
231
590
231
290
231
340
231
390
231
440
231
490
231
540
231
590
34° 19' 44'' N
77
°
55
'
14
'
'
W
34° 19' 44'' N
77
°
55
'
1''
W
34° 19' 29'' N
77
°
55
'
14
'
'
W
34° 19' 29'' N
77
°
55
'
1'
'
W
N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS840 100 200 400 600Feet03060120180Meters Map Scale: 1:2,260 if printed on A portrait (8.5" x 11") sheet.
Soil Map may not be valid at this scale.
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at 1:15,800.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
soils that could have been shown at a more detailed scale.
Please rely on the bar scale on each map sheet for map measurements.
Source of Map: Natural Resources Conservation Service Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves
direction and shape but distorts distance and area. A projection that preserves area, such as
the Albers equal-area conic projection, should be used if more accurate calculations of distance
or area are required.
This product is generated from the USDA-NRCS certified data as of the version date(s) listed
below.
Soil Survey Area: New Hanover County, North Carolina Survey Area Data: Version 26, Sep
9, 2024
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Nov 8, 2022—Dec 1, 2022
The orthophoto or other base map on which the soil lines were compiled and digitized probably
differs from the background imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
TO: New Hanover County Planning Department, New Hanover SWCD, July 30th,
2025
FROM: Dru Harrison, Soil & Water Director
RE: 4200 Castle Hayne Rd
I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE COMMENTS: The soils are
predominantly Leon sand (Le), Lynchburg fine sand (Ls), Lynn Haven fine sand (Ly),
Onslow loamy fine sand (On), and Pantego loam (Pn).
According to the booklet, “Wilmington/New Hanover Classification of soils for Septic Tank
Suitability”, Lynchburg and Onslow are Class II soils, and Leon, Lynn Haven and Pantego
are Class III soils.
The Soil Survey of New Hanover County lists Lynchburg and Onslow as somewhat poorly
drained, Leon and Lynn Haven as poorly drained, and Pantego as very poorly drained.
Leon, Lynn Haven and Pantego are on the New Hanover County Hydric Soils “Ä” list, which
means there are possibly wetland areas that are subject to regulation under the Clean
Water Act. Lynchburg is on the Hydric Soils “B” list, which means it may contain areas of
wetland. An adequate drainage and maintenance plan is needed for suitable housing or
commercial use.
The U.S. Army Corps of Engineers has federal jurisdiction over 404 Permits and the
NCDEHNR, Dept. of Water Quality, has state jurisdiction over 401 Permits under the Clean
Water Act. Before disturbing possible wetland areas, developers should contact these
agencies to stay in compliance with State and Federal regulations.
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JOSH STEIN J.R. “JOEY” HOPKINS
GOVERNOR SECRETARY
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
04-11-03 COURIER
Telephone: 910-398-9100
Customer Service: 1-877-368-4968
Website: ncdot.gov
Location:
5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
Memorandum
To: New Hanover County Technical Review Committee
Date: August 6, 2025
Subject: Castle Hayne Golf Center – 4200 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
DISTRICT 3 ENGINEER’S OFFICE
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
04-11-03 COURIER
Telephone: 910-398-9100
Customer Service: 1-877-368-4968
Website: ncdot.gov
Location:
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
Site Plan Comments:
Proposed Trip Generation:
• Provide the proposed daily and pm peak trips.
Drainage/Stormwater Conveyance:
• Additional information is needed on the existing and proposed drainage in the
area.
• If the drainage does not naturally flow to the NCDOT right of way the historic
drainage pattern should be maintained.
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.”
• Only low growing shrubbery, consistent with the NCDOT’s landscaping policies,
as contained in the publication “Guidelines for Planting Within Highway Right of
Way,” will be allowed within a landscaped median and the sight distance triangle
at the entranceway to a development, whether the street or driveway connection to
the State Highway System is designated as a public facility or not. Landscaping
within the right-of-way and sight distance triangles may require additional
approval by the District Engineer.
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DISTRICT 3 ENGINEER’S OFFICE
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
04-11-03 COURIER
Telephone: 910-398-9100
Customer Service: 1-877-368-4968
Website: ncdot.gov
Location:
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
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.
LOGWOOD 22
IRONWOOD 8
SPRUCES 18
SPRUCES 15
HICKORY 9
OAK 23
OAK 24
OAK 14
OAK 16
OAK 14OAK 15
OAK 8
OAK 15
PINE 23
PINE 16
PINE 20
PINE 8 PINE 15
PINE 22
MAGNOLIA 12
OAK 10OAK 12
PINE 18
PINE 14PINE 18
PINE 9
PINE 9
OAK 10OAK 10OAK 8
12 10 4 OAK 10 5 TWIN OAKS
18 PINE
4 MAGNOLIA
8 OAK
11 OAK
9 OAK8 GUM 8 GUM
9 OAK
19 MAPLE9 GUM 8 GUM
10 6 5 4 MAPLE CLUSTER
9 MAGNOLIA
8 GUM 8 GUM
13 MAGNOLIA
10 GUM
8 GUM
10 OAK
10 GUM
12 GUM
8 GUM
8 GUM
8 GUM
8 MAGNOLIA
12 PINE
9 MAGNOLIA10 GUM
12 MAPLE
8 OAK
4 MAGNOLIA
9 OAK
24 PINE
BS.NAIL
8 MAGNOLIA
8 GUM
8 7 6 4 MAPLE CLUSTER
9 GUM10 GUM
12 GUM
8 MAPLE
12 11 TWIN GUM
5 4 TWIN MAGNOLIA
8 7 4 GUM CLUSTER
11 5 4 3 3 GUM CLUSTER12 PINE
4 MAGNOLIA
8 OAK
12 GUM
4 MAGNOLIA
8 GUM
4 MAGNOLIA
9 GUM12 PINE
8 5 4 GUM CLUSTER
8 OAK8 OAK
16/16 IN GUM 13/12/9 OAK
21" OAK
12" OAK 9" OAK
40" GUM
14/18" GUM
38" GUM18" GUM
24/3O" GUM
24" GUM
16" GUM
17" OAK
12" OAK
28/24" OAK
18" GUM
21" GUM 40" GUM
20" OAK 14" GUM 20" GUM18 GUM
20 GUM
12 PINE
12 OAK
12 8 5 OAK CLUSTER
10 GUM
8 GUM12 OAK
12 OAK
10 GUM
8 OAK
10 OAK
8 OAK
8 OAK
15 OAK
8 OAK
11 OAK
8 PINE
9/5 TWIN OAK
12 PINE9/4 TWIN OAK15 PINE
10 OAK9 OAK18 PINE18 PINE8 OAK22 PINE10/5 TWIN OAK
8 OAK11 OAK
17 PINE15 OAK
12 OAK11 OAK
11" OAK
9" PINE
8 OAK8 OAK
9 PINE
12 OAK11 8 6 5 4 OAK CLUSTER
14 GUM
8 OAK
9 GUM
8 GUM
18 GUM
13 GUM
8 OAK
7 6 5 MAGNOLIA CLUSTER15 PINE
13 GUM
8 OAK9 GUM
14 MAPLE
16 PINE
12 GUM
23 PINE
14 GUM
8 MAPLE8 OAK17 PINE
17 PINE
13 PINE
R/WC/L
R/W
KA
OA
22 OO5 449
E
4
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/16 116
1
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1
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61NIP P 22
ENGINEER
PROJECT OWNER
STAMP
CHECKED BY
PRINCIPAL IN CHARGE
REVISIONS
ISSUE FOR
ISSUE DATE
PROJECT ADDRESS
PROJECT NUMBER
SHEET TITLE
SHEET NUMBER
www.rivervieweng.com
4904 PARK AVENUEWILMINGTON, NC 28403(910) 398-2882
nlauretta@rivervieweng.com
DRAWN BY
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SITE PLAN
CS101
TRC SUBMITTAL 1
1038.01
4200 CASTLE HAYNE ROAD
WILMINGTON, NC 28411
REVIEW - NOT FOR CONSTRUCTION
JULY 15, 2025
N. LAURETTA, PE, LEED AP
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DUMPSTER PADAND ENCLOSURE
GRAVEL PARKING LOT,4" WASHED #57 STONEOVER NON-WOVENGEOTEXTILE FABRIC
ASPHALTDRIVEWAYAPRON
OFFICE(640 SF)
RESTROOMS(640 SF)
PRE-CAST WHEELSTOP (TYP.)
SITE PLAN1SCALE: 1" = 50'
GRAPHIC SCALE
50'050'
SCALE: 1" = 50'
100'NC GRID NAD 83/2011
20.0'TRANSITIONALBUFFER (A1)
18.0'STREETYARD
251 YDS.
TEE BOX (TYP.)
24.0'
9.0
'
TY
P
.
18.0'TYP.
9.0
'
8.0
'
9.0
'
CONCRETEADA PARKING
24'
24
.
0
'
24.0'24.0'
MULCH PATH(TYP.)
DRIVINGRANGE
SITE DATA
PROJECT INFORMATION
PROJECT NAME CONTAINER GOLF
PROJECT ADDRESS 4200 CASTLE HAYNE ROAD WILMINGTON,NC 28411
PARCEL ID R01100-018-012-000TOTAL PROPERTY ACREAGE ±11.26 AC
APPLICANT/DEVELOPER ZCH INVESTMENT LLC520 GREEN HERON DRIVEWILMINGTON, NC 28411
ENGINEER RIVERVIEW ENGINEERING, PLLCNICHOLAS LAURETTA, PE, LEED APCURRENT ZONING (CZD) CB
CURRENT USE VACANT LAND
PROPOSED USE COMMERCIALFLOOD HAZARD ZONE XRIVER BASIN CAPE FEAR
RECEIVING STREAM PRINCE GEORGE CREEK (18-74-53)CLASSIFICATION C: SWPARKING
REQUIRED PARKING RATIO 4 / 1,000 SF (OUTDOOR REC.)REQUIRED PARKING 20,000 SF / 1000 * 4 = 80 SPACES
PARKING PROVIDED 96 + 4 ADA (100 TOTAL)
SETBACKSFRONT 20SIDE STREET 20
SIDE INTERIOR 20REAR25IMPERVIOUS COVERAGE
EXISTING 0 SF PROPOSED 49,548 SF (10.0%)
PROPOSED OFFSITE 1,460 SF
DISTURBED AREA 11.20 AC
FLOOD PLAIN NOTES
THE SITE IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS DETERMINEDBY FEMA FLOOD PANEL 3720322100K, DATED FEBRUARY 16, 2007.
STORMWATER NOTES
1. STORMWATER MANAGEMENT WILL BE DESIGNED IN ACCORDANCE WITHSTATE AND NEW HANOVER COUNTY STANDARDS.2. FULL PERMIT APPROVALS WILL BE PROVIDED TO NEW HANOVER COUNTYWHEN RECEIVED.3. STORMWATER WILL BE HANDLED BY SHEET FLOW AND VEGETATEDCONVEYANCES. THE PROJECT WILL APPLY FOR A LOW-DENSITY PERMITFROM NCDEQ.
UTILITY NOTES
1. ALL WATER SERVICES WILL BE PROVIDED BY PRIVATE WELL.2. ALL SEWER SERVICES WILL BE PROVIDED BY PRIVATE SEPTIC3. HYDRANTS WILL BE PROVIDED PER NEW HANOVER COUNTY EMERGENCYMANAGEMENT REQUIREMENTS.
GENERAL NOTES
1. NO KNOWN HISTORIC OR ARCHEOLOGICAL SITES EXIST ON THE SUBJECTPARCEL.
20.0' SIDESETBACK
26.0' PUBLICDRAINAGEEASEMENT
25.0'REARSETBACK
20.0'TRANSITIONALBUFFER (A1)
20.0' SIDESETBACK 20.0'TRANSITIONALBUFFER (A1)
PARK GOLF(±22,000 SF)
PARK GOLF(±11,000 SF)
FAMILY PLAY AREA(±12,500 SF
5.0
'
20'X70' SIGHTDISTANCE TRIANGLE
R25'
R2
5
'
(T
Y
P
.
)
36.
0
'
R30'
R3
0
'
R3
'(T
Y
P
.
)
28.
9
'
10.0'
18.
0
'
26.0' PUBLICDRAINAGEEASEMENT
26.0' PUBLICDRAINAGEEASEMENT
07/15/25
29.0
29.0
29.0 29.0
29.0
28.5
28.5
28.5 28.5 28.5 28.5
28.528.5
28.528.5
28.5
28.5
28.5
28.0 28.028.028.028.028.0
28.0
28.0
28.028.028.028.0
28.0
28.0
27.527.527.527.527.5
27.5
27.5 27.527.527.527.5
27.5
27.5
27.0
27.0 27.0 27.
0
27.0
27.027.027.027.0
27.0
27.0
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10
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0
0
11
+
0
0
+00
21+00
22+00
23+00
24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00
27.0.0.02772700262626.526
5
26
26.0260260260
22000025.2552255524.55552424.00002222
1.5
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0
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27
27
26
25
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26
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25
30
35
20
25
30
35
20+50 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00
EXISTING GRADE
20
25
30
35
20
25
30
35
-0.50%
9+50 10+00 11+00 11+50
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ENGINEER
PROJECT OWNER
STAMP
CHECKED BY
PRINCIPAL IN CHARGE
REVISIONS
ISSUE FOR
ISSUE DATE
PROJECT ADDRESS
PROJECT NUMBER
SHEET TITLE
SHEET NUMBER
www.rivervieweng.com
4904 PARK AVENUEWILMINGTON, NC 28403(910) 398-2882
nlauretta@rivervieweng.com
DRAWN BY
CO
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DRIVEWAY PLAN
CS102
TRC SUBMITTAL 1
1038.01
4200 CASTLE HAYNE ROAD
WILMINGTON, NC 28411
REVIEW - NOT FOR CONSTRUCTION
JULY 15, 2025
N. LAURETTA, PE, LEED AP
NJL
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8
4
1
1
NJL / JAT
40'0 40'80'
SCALE: 1" = 40'
GRAPHIC SCALE
NC GRID NAD 83/2011
2" SF9.5B SUPERPAVE HOT MIX ASPHALT SURFACE COURSE (NCDOT SPECIFICATION)
8" AGGREGATE BASE COURSE (NCDOT SPECIFICATION)
1
2
DRIVEWAY SECTION
SCALE: NOT TO SCALE4
36.0' ASPHALT
12
℄
-0.02 FT/FT-0.02 FT/FT
NCDOT STANDARD DRAWINGS PART OF THIS SET
BY REFERENCE
NCDOT DETAIL DWG NO.
WORK ZONE ADVANCE WARNING SIGNS 1101.01
TEMPORARY LANE CLOSURES 1101.02
TRAFFIC CONTROL DESIGN TABLES 1101.11
PORTABLE WORK ZONE SIGNS 1110.02
PAVEMENT MARKINGS - LINE TYPES AND OFFSETS 1205.01
TEMPORARY SILT FENCE 1605.01
MATTING INSTALLATION 1631.01
COIR FIBER BAFFLE 1640.01
NCDOT NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILIZING ALL APPLICABLEAND CURRENT NCDOT STANDARD DRAWINGS INCLUDING, BUT NOTLIMITED TO, THE DRAWINGS INCLUDED OR REFERENCED WITHIN THESEPLANS AND THE APPROVED PERMIT PACKAGE.
2. UPON SUBSTANTIAL PROJECT COMPLETION, CONTRACTOR TO CLEAREXISTING CULVERTS/PIPES, CATCH BASINS, AND DITCHES ALONGFRONTAGE AND DOWNSTREAM AS NECESSARY TO ACHIEVE POSITIVEDRAINAGE.
3. ALL PROPOSED OR RELOCATED SIGNAGE SHALL BE PLACED ORREPLACED IN ACCORDANCE WITH NCDOT APPROVED BREAKAWAY SIGNSUPPORTS AS DETAILED IN DIVISION 12 IN THE NCDOT STANDARDDRAWINGS.
4. CONTRACTOR TO SAWCUT EXISTING ASPHALT FOR SMOOTH JOINT NOTALIGNED WITH WHEEL PATH.
NC133 ROAD PLAN1SCALE: 1" = 40'
NC133 ROAD PROFILE2SCALE: HOR 1" = 50' VER 1" = 5'
DRIVEWAY PROFILE3SCALE: HOR 1" = 20' VER 1" = 2'
POSTED SPEED LIMIT
70'X10' SIGHT DISTANCETRIANGLE (TYP.)
EX. DRIVEWAY
EX. DRIVEWAY
EX. DRIVEWAY
EX. DRIVEWAY
R/W℄
1' SHOULDER1.0% MIN.2.0% MAX.
FILL S
L
O
P
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(MAX.
2
:
1
)
CUT SL
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(MAX. 1
.
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:
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(MAX. 2
:
1
)
CUT S
L
O
P
E
(MAX.
1
.
5
:
1
)
1' SHOULDERVARIES1.0% MIN.2.0% MAX
EDGE OF ASPHALT
36.0'
FULL ACCESSDRIVEWAYSTA = 27+33
8" AGGREGATE BASE COURSE(NCDOT SPECIFICATION)
ASPHALT PAVEMENT SECTION
2" SF9.5B SUPERPAVE HOT MIX ASPHALTSURFACE COURSE (NCDOTSPECIFICATION)
12" COMPACTED SUBGRADE(98% OF MAXIMUM DRY DENSITY ASTM D-698)
SCALE: NOT TO SCALE5
EX. DRIVEWAY
EX. DRIVEWAY
12.0'PVMT.10.3'SHLD 9.2
"
61.
4
'
72.
5
'
84
.
5
'
95.8'R30
'R30'
31
.
4
'
19.
3
'
GRAVEL
450.0'450.0'
3.5
'
07/15/25
N/F
GODINEZ JOSE ACR01700-004-003-001DB 6746 PG 902LOT A DIV FM 105 MARATHONZONING: R-20 RESIDENTIAL
N/FHERMITAGE PROPERTY HOLDINGS LLCR01719-001-003-001
PT FMS 107-110 MARATHOND.B. 6620, PG. 760ZONING: R-20 RESIDENTIAL
N/F
FRANCISCO J RAMIREZR01719-001-001-000LTS 14-16 FM 107 MARATHONDB 6151 PG 2416ZONING: R-20 RESIDENTIAL
N/FWILLIAM C. SHARP ETALR01700-004-035-000PT FM 121 MARATHONDB 6364 PG 2864
ZONING: R-20 RESIDENTIAL
N/FWHITE FAMILY TRUSTR01700-004-035-001PT FM 121/122 MARATHON
DB 4661 PG 241ZONING: R-20 RESIDENTIA
N/FOUTDOOR EXPERTS LLCR01700-004-033-000DB 6678 PG 87
LOT B DIV FM 105 MARATHONZONING: R-20 RESIDENTIAL
267
.
2
8
'
N 5
3
°
1
6
'
2
4
"
E
527.92'S 36°46'37" E
778.34'S 36°45'52" E
297.8
6
'
S 89
°
2
8
'
5
3
"
W
901.37'N 36°11'32" W27.51'N 35°47'34" W
162
.
0
0
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N 4
9
°
3
1
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1
9
"
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173.69'N 42°27'46" W
18.43'N 42°27'46" W
165
.
0
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3
°
0
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528.00'S 36°46'37" E
165
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LOGWOOD 22
IRONWOOD 8
SPRUCES 18
SPRUCES 15
HICKORY 9
OAK 23
OAK 24
OAK 14
OAK 16
OAK 14OAK 15
OAK 8
OAK 15
PINE 23
PINE 16
PINE 20
PINE 8 PINE 15
PINE 22
MAGNOLIA 12
OAK 10OAK 12
PINE 18
PINE 14PINE 18
PINE 9
PINE 9
OAK 10OAK 10OAK 8
12 10 4 OAK 10 5 TWIN OAKS
18 PINE
4 MAGNOLIA
8 OAK
11 OAK
9 OAK8 GUM 8 GUM
9 OAK
19 MAPLE9 GUM 8 GUM
10 6 5 4 MAPLE CLUSTER
9 MAGNOLIA
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13 MAGNOLIA
10 GUM
8 GUM
10 OAK
10 GUM
12 GUM
8 GUM
8 GUM
8 GUM
8 MAGNOLIA
12 PINE
9 MAGNOLIA10 GUM
12 MAPLE
8 OAK
4 MAGNOLIA
9 OAK
24 PINE
BS.NAIL
8 MAGNOLIA
8 GUM
8 7 6 4 MAPLE CLUSTER
9 GUM10 GUM
12 GUM
8 MAPLE
12 11 TWIN GUM
5 4 TWIN MAGNOLIA
8 7 4 GUM CLUSTER
11 5 4 3 3 GUM CLUSTER12 PINE
4 MAGNOLIA
8 OAK
12 GUM
4 MAGNOLIA
8 GUM
4 MAGNOLIA
9 GUM12 PINE
8 5 4 GUM CLUSTER
8 OAK8 OAK
16/16 IN GUM 13/12/9 OAK
21" OAK
12" OAK 9" OAK
40" GUM
14/18" GUM
38" GUM18" GUM
24/3O" GUM
24" GUM
16" GUM
17" OAK
12" OAK
28/24" OAK
18" GUM
21" GUM 40" GUM
20" OAK 14" GUM 20" GUM18 GUM
20 GUM
12 PINE
12 OAK
12 8 5 OAK CLUSTER
10 GUM
8 GUM12 OAK
12 OAK
10 GUM
8 OAK
10 OAK
8 OAK
8 OAK
15 OAK
8 OAK
11 OAK
8 PINE
9/5 TWIN OAK
12 PINE9/4 TWIN OAK15 PINE
10 OAK9 OAK18 PINE18 PINE8 OAK22 PINE10/5 TWIN OAK
8 OAK11 OAK
17 PINE15 OAK
12 OAK
9 OAK
11 OAK
11" OAK
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8 OAK8 OAK
9 PINE
12 OAK11 8 6 5 4 OAK CLUSTER
14 GUM
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8 GUM
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8 OAK
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13 GUM
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29.0
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N: 212,253.0272 FTE: 2,326,241.1687 FTNAD '83 COORDINATESZ: 26.98'NAVD '88
SITE BENCHMARKRRS SET IN PPELEV. 27.86'NAVD '88
CLEARINGSEPTIC AREA
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31.50'
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48.55'
50.32'
23
3
6'
INV.23.74'
24"RCP
INV.23.51'
INV.24.11'24"RCP
INV.23.93'18"RCP
INV.26.19'
18"RCP
INV.26.13'
INV.27.03'
24"RCP
INV.26.54'
DRIVEWAY
DRIVEWAY
DRIVEWAY
TR A LEWIS LESLIE DIVISION
ZONING: (CZD) CB, CONDITIONALCOMMUNITY BUSINESS DISTRICT
N/F
LEWIS LESLIER017-004-060-000TRACT B LEWIS LESLIE DIVISIONMB 69 PG 112ZONING: R-20 RESIDENTIAL
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ENGINEER
PROJECT OWNER
STAMP
CHECKED BY
PRINCIPAL IN CHARGE
REVISIONS
ISSUE FOR
ISSUE DATE
PROJECT ADDRESS
PROJECT NUMBER
SHEET TITLE
SHEET NUMBER
www.rivervieweng.com
4904 PARK AVENUEWILMINGTON, NC 28403(910) 398-2882
nlauretta@rivervieweng.com
DRAWN BY
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GRADING &
UTILITY PLAN
CU101
TRC SUBMITTAL 1
1038.01
4200 CASTLE HAYNE ROAD
WILMINGTON, NC 28411
REVIEW - NOT FOR CONSTRUCTION
JULY 15, 2025
N. LAURETTA, PE, LEED AP
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GRADING & UTILITY PLAN1SCALE: 1" = 50'
GRAPHIC SCALE
50'050'
SCALE: 1" = 50'
100'
NC GRID NAD 83/2011
20.0'TRANSITIONALBUFFER (A1)
MATERIALS AND EASEMENT NOTES:
1. ALL STORM DRAINAGE PIPING CONVEYING DISCHARGE FROM THE PUBLIC RIGHT-OF-WAYSHALL BE CONTAINED WITHIN A PUBLIC DRAINAGE EASEMENT WHOSE WIDTH ISDETERMINED BY THE DEPTH OF BURY
EXCAVATION, GRADING, AND BACKFILLING NOTES
1. ANY UNDERCUTTING IN GOOD SOIL SHALL BE REPLACED AND THE REPLACEMENTMATERIAL SHALL BE COMPACTED TO NINETY-FIVE (95) PERCENT OF MAXIMUM DENSITYOBTAINED AT OPTIMUM MOISTURE CONTENT, AS DETERMINED BY THE ASTM D 698STANDARD PROCTOR TEST METHOD. IN THE EVENT THAT MATERIAL ENCOUNTERED ATPIPE GRADE, SUBGRADE OF PARKING OR ROADWAYS AND SUBGRADE OF BUILDINGFOUNDATIONS IS FOUND TO BE SOFT, SPONGY, OR IN ANY OTHER WAY UNSUITABLE, THECONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER IMMEDIATELY. SUCHUNSUITABLE MATERIAL SHALL BE REMOVED TO A DEPTH AS SPECIFIED BY THEGEOTECHNICAL ENGINEER AND REPLACED WITH A MINIMUM OF SIX (6) INCHES OF STONE,OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
2. BEFORE BACKFILLING IS COMMENCED OVER PIPES AND OTHER INSTALLATIONS, EARTHFILL SHALL BE SOLIDLY TAMPED AROUND AND ABOVE THE PIPE TO A DEPTH OF ONE (1)FOOT ABOVE THE TOP OF THE PIPE. CARE SHALL BE TAKEN TO PREVENT ANYDISTURBANCE TO THE PIPE OR DAMAGE TO NEWLY MADE JOINTS. THE FILLING OF THETRENCH SHALL BE CARRIED OUT SIMULTANEOUSLY ON BOTH SIDES OF THE PIPES IN SUCHA MANNER THAT INJURIOUS SIDE PRESSURES DO NOT OCCUR.
3. THE MATERIAL FOR BACKFILLING SHALL BE FREE FROM ALL PERISHABLE ANDOBJECTIONABLE MATERIALS. BEFORE PLACING ANY BACKFILL, ALL RUBBISH, FORM,BLOCKS, WIRES OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FROMEXCAVATION. THE BACK-FILLING OVER PIPES SHALL BE PLACED IN LAYERS NOT OVER SIX(6) INCHES THICK AND COMPACTED TO A MINIMUM DENSITY OF NINETY-FIVE (95) PERCENTOF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR COMPACTIONTEST TO A DEPTH OF 12 INCHES BELOW FINISHED GRADE. THE LAST 12 INCHES OFBACKFILL SHALL BE PLACED IN LAYERS NOT OVER SIX (6) INCHES THICK AND COMPACTEDTO A MINIMUM DENSITY OF NINETY-EIGHT (98) PERCENT OF THE MAXIMUM DRY DENSITY ASDETERMINED BY THE MODIFIED PROCTOR COMPACTION TEST.
STORM DRAINAGE AND GRADING NOTES
1. IN ACCORDANCE WITH NC GENERAL STATUTES, NPDES REGULATIONS, AND NCDENRREQUIREMENTS, STORMWATER DISCHARGE OUTFALLS SHALL BE INSPECTED BY THECONTRACTOR. INSPECTIONS SHALL BE PERFORMED BY THE CONTRACTOR AFTER EACHSTORM EVENT OF 1/2 INCH OR GREATER, WITH ONE WEEKLY INSPECTION MINIMUM.NCDENR STANDARD INSPECTION REPORTS SHALL BE PREPARED AND SIGNED WITHCOPIES PROVIDED TO THE OWNER, ARCHITECT, AND ENGINEER, BY THE CONTRACTOR.
2. INLET PROTECTION SHALL BE INSTALLED AROUND OUTFALL. DEVICES SHALL BECONSTRUCTED TO FINAL PROPOSED CONDITION UPON STABILIZATION OF CONTRIBUTINGGROUND SURFACES AND REMOVAL OF SEDIMENT FROM STORM PIPES.
3. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THECONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONSTRUCTIONMANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTIONFOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAIDTO CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWNINCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
4. UNLESS OTHERWISE NOTED, GRADES AND SPOT ELEVATIONS NOTED ON PLANS INDICATEFINISHED GRADE OR PAVEMENT SURFACE. ALL DIMENSIONS ARE MEASURED TO THE BACKOF CURB UNLESS OTHERWISE INDICATED.
DITCH SECTION
NOT TO SCALE2
PERMANENTSTABILIZATION (SEEDING)
ROLLED EROSION CONTROLPRODUCT (CURLEX I ORAPPROVED EQUAL)
EXISTINGSUBGRADE
3' BOTTOMWIDTH
3:1 SIDE
SLOPE 3:1 SIDESLOPE
MIN. 36"
20.0'TRANSITIONALBUFFER (A1)
26.0' PUBLIC DRAINAGEEASEMENT
RELOCATEDDRAINAGE DITCH
26.0' PUBLIC DRAINAGE
EASEMENT
07/15/25
NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________
Applicant Checklist NCDOT Checklist
Driveway Application Process and Site Plan Requirements
ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND
DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE
APPLICATION TO THE APPLICANT FOR REVISION.
***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS***
Electronic Pre-Submittals
In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to
identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all
other required documents.
All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx
In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction.
Online resources:
•NCDOT Policy on Street and Driveway Access to North Carolina Highways:
https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an
d%20Driveway%20Access.pdf
•NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way:
https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx
•Electronic Forms Database:
https://connect.ncdot.gov/Pages/default.aspx
1)
a.Cover Letter
Include contact information for applicant and engineer, including email address, mailing address, and phone
number. Include the parcel number(s), description of all phases of the development and future land uses to be
served by the permit, and a description of the adjoining land owned or controlled by the applicant.
b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below)
https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc
c.$50.00 Inspection Fee Per Access Point
Attach to Permit Application form (not applicable for municipalities, churches, and schools)
d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc
e.Verification of Compliance with Environmental Regulations (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf
f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional
site plan requirement details can be found in section 2 of this document.
g.Design Plan Requirements for projects involving roadway improvements
If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information
Y N n/a
Engineering Studies
The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined
herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local
government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs
that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses
(TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina
licensed Professional Engineer.
Section 1: Requi
red Documents
|Required documents to accompany all Initial Driveway Application Submittals
Please note that these are the minimum requirements of all driveway permit applications.
All required documentation shall be submitted through the online portal as PDF files, with the exception of the
Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501
Barbados Blvd, Castle Hayne, NC 28429.
If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there
may be additional submittal materials required.
State of North Carolina | Department of Transportation | Division 3 | District 3
5501 Barbados Blvd, Castle Hayne, NC 28429
Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________
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Section 1: Required Documents (continued)
2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL
a.Site Plans
One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement
details can be found in section 2 of this document.
b.Performance and Indemnity Bond Information/Forms
See last page of document for bond information and forms
c.Performance and Indemnity Bond Amount
100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by
the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities,
churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway
Rights of Way for acceptable bond types
d.Radius Encroachment Letter (if applicable)
If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required
e.Hold Harmless Letter (if applicable)
If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will
be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit
Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below
Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways
1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown
2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable
3)Contact information of applicant and engineer, including mailing address, phone number, and email address
4)Show R/W lines, highway control of access, and property lines
5)All existing utilities (including handholes) and easements
6)R/W width
7)Existing posted speed limit(s) and design speed limit(s)
8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of
the property lines of the proposed development
9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any
other relevant transportation facilities in the development area
10)Include a plan sheet showing full site build-out and land use
11)Buildings shown with “gross leasable area”
12)Width of property frontage
13)Distance from R/W to buildings and gasoline service islands
14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34)
15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc.
Section 3: Driveway Plan Requirements
|
All driveway plans shall include and show, at a minimum, the items listed below
1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all
directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm
water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance.
2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways
3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77)
4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required
shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum
5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51)
In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached)
In shoulder sections, show grades at the EOP and centerline
6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31)
7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90°
allowed for right-in/right-out on a case-by-case basis) (page 51)
8)Driveway Profile (pages 42- 43)
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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
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: August 7, 2025
Subject: Outdoor Golf
NCDOT Projects:
• I-6037 – I-40 – US 421 to I-40. Rehabilitate bridge and pavement construction year 2028.
Is in close Proximity to this sites location.
WMPO 2045 MTP Projects:
• I – 6037 is also in the 2045 MTP.
New Hanover County Projects:
• N/A
TIA: Please clarify on plans how many driving positions/Tees will be located on this site to ensure
proper ITE trip gen numbers.
Land Use (ITE Code) Intensity Unit 24 Hour
Volumes
AM Peak
Hour Trips
PM Peak
Hour Trips
Golf Driving Range (432) Driving
Positions
Miniature Golf Course
(431) 18 Holes 6 N/A N/A