HomeMy WebLinkAbout8-6-25 TRC Agenda Packet
TECHNICAL REVIEW COMMITTEE AGENDA
August 6th, 2025
New Hanover County’s Technical Review Committee (TRC) will meet Wednesday,
August 6th, 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 August 6, 2025 TRC meeting by calling 336-218-2051 and
entering conference ID: 161 777 76#
2
Agenda Items
Item 1: Sheetz on US 421 - 3251 US Hwy 421 - SITECN-25-000083
• Request by PMG Carolinas LLC for a new Sheetz 6,879 square foot convenience store
• Zoning is I-2, total site is 12.94 acres
• Applicant is Patrick Barbeau with Timmons Group (patrick.barbeau@timmons.com)
• Engineer is Patrick Barbeau, same as above
• Case Planner is Amy Doss (adoss@nhcgov.com)
Item 2: The Sanctuary- 6358 Myrtle Grove Road - SITECN-25-000084
• Request by Chris Baker with Storehouse Holdings LLC for a new 93,000 sq ft religious
assembly with office space
• Zoning is R-15, total site is 32.86 acres
• Applicant is same as requester and property owner
• Engineer is Shane Lippard with Right Angle Engineering (raepcsl@bellsouth.net)
• Case Planners are Zach Dickerson (zdickerson@nhcgov.com) and Ryan Beil
(rbeil@nhcgov.com)
Item 3: Financial Institution - 7241 Market Street - Sketch Plan Review
• Request for sketch plan review of financial institution at 7241 Market Street.
Sheetz – 3251 Hwy 421 – TRC Review
Page | 1
To: Patrick Barbeau, Timmons Group
From: Amy Doss, Associate Planner
Date: August 6, 2025 Technical Review Committee (TRC)
PID#: R03200-001-003-000
Egov# SITECN-25-000083
Subject: 3251 US Hwy 421 – Sheetz - 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 6, 2025, TRC meeting. Additional
comments may be made upon further review of subsequent revisions.
Sheetz – 3251 Hwy 421 – TRC Review
Page | 2
Planning, Amy Doss 910-798-7571
1. General Comments
a. I-2, Heavy Industrial, zoning district.
b. As stated in the application the intended use is convenience store and fuel sales. The
Unified Development Ordinance (UDO) defines the use as:
i. Convenience Store: A small retail self-service store selling a limited line of fast-
moving food and nonfood items, usually with extended hours of operation
and usually with a high volume of customer traffic comprised of quick
transactions of a small number of items. Includes fuel sales as an accessory
use.
ii. Fuel Sales: A facility engaged in the storage, distribution, and retail sales of
vehicle fuels for personal vehicles, fleet vehicles, and/or trucks.
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. Plans note a Carolina Power & Light ROW on this property. Please confirm with
Carolina Power & Light to get approval for this site plan before proceeding with any
other permits.
2. UDO Section 5.1, Parking and Loading
a. Use requires 2.5 parking spaces for every 1,000 square feet of building area. Project
proposes 6,879 square feet. Required parking is 6,879 / 1,000 = 6.88 x 2.5 = 17 required
parking spaces. Project proposes 54 spaces, 5 of which are EV parking. Please consider
reducing parking or using impervious pavement for excessive parking.
b. Please include a note with parking totals on site plan sheet C2.1.
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. 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
Sheetz – 3251 Hwy 421 – TRC Review
Page | 3
Unified Development Ordinance to include prohibiting any development of the site for
3 to 5 years.
b. Please provide a completed tree removal application.
5. UDO Section 5.4, Landscaping and Buffering
a. Landscape page C6.3 contains a table with explicitly clear UDO requirements and
calculations. This is appreciated for clarity!
b. Landscape requirements for parking lot, street yards, and foundation appear to have
been met. Transitional buffer not required.
6. UDO Section 5.5, Lighting
a. Please note that a lighting plan is not required for TRC approval, but will be required
prior to issuance of construction plan approvals.
b. Is any lighting proposed for the site?
7. UDO Section 5.6, Signs
a. For any signs on the site, please submit for a sign permit, referencing Section 5.6 of
the UDO for standards.
8. UDO Section 5.7, Conservation Resources
a. Per the New Hanover County Planning Map, there are no Conservation Resources on
the site.
9. UDO Article 9, Flood Damage Prevention
a. The property is not located in the floodplain.
NHC Fire Services, Ray Griswold 910-798-7448
1. Fire Finals required.
2. Underground Fuel Tank Permits required.
3. Underground Fire Line Permit required through County Fire.
4. Portable Fire extinguishers per NFPA 10.
5. All Safety Signage required for fueling of vehicles throughout facility.
6. Spill control equipment required to be on-site once fuel deliveries made.
Sheetz – 3251 Hwy 421 – TRC Review
Page | 4
NHC Soil & Water Conservation, Dru Harrison 910-798-7130
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-Controlhowever.
2. Please contact the State for their stormwater permit requirements. A high density permit is
anticipated.
NHC Environmental Health, Dustin Fenske 910-798-6732
1. Site plan reflect connection to public water. Environmental Health records indicate a well
that was drilled in 1976. Locate old well head, protect during demolition and properly
abandon with the assistance of a Certified Well Driller. Site had Soil and Groundwater
Remediation through the NC DEQ in 1995. Proposed infrastructure does not violate
setbacks to surrounding properties wells.
2. Any Food Service Facility within the Sheetz must submit plans to the NC Environmental
Health Plan Review Unit and gain approval prior to building permit issuance.
3. Site plan reflects connection to public sewer. Environmental Health records reflect two
structures on the parcel with septic systems. Locate and properly abandon the septic tanks
prior to demolition of the site. Proper abandonment of a septic tank is pump the tank, crush
and fill. This action does not require a permit. Proposed infrastructure does not violate
setbacks to surrounding properties septic systems.
NHC Addressing, McCabe Watson 910-798-7068
1. No comments, existing address is acceptable.
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
1. CFPUA TRC Comments provided are preliminary comments only.
2. CFPUA is moving toward becoming paperless. When ready to submit plan review package,
upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-
Plan-Review-103.
Sheetz – 3251 Hwy 421 – TRC Review
Page | 5
3. CFPUA water is available. CFPUA sewer is available via a forcemain-to-forcemain connection.
4. The project is currently in CFPUA Plan Review.
5. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains).
6. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE
Application Form and a Preliminary Plan, this determination does not guarantee capacity.
7. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the
plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the
Authority.
NCDOT, Nick Drees 910-343-3915
1. Please see attached.
WMPO, Caitlin Cerza 910-473-5130
New Hanover County contracted traffic engineering services comments:
1. Please see attached.
Army Corps of Engineers, Brad Shaver 910-251-4611
1. There are confirmed no waters of the US on the Sheetz tract (3251 US 421).
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 (3251 US 421)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Kr Kureb sand, 1 to 8 percent
slopes
13.7 100.0%
Totals for Area of Interest 13.7 100.0%
Custom Soil Resource
Report Soil Map
(3251 US 421)
37
9
7
66
0
37
9
7
72
0
37
9
7
78
0
37
9
7
84
0
37
9
7
90
0
37
9
7
96
0
37
9
7
60
0
37
9
7
66
0
37
9
7
72
0
37
9
7
78
0
37
9
7
84
0
37
9
7
90
0
37
9
7
96
0
226
560
226
620
226
680
226
740
226
800
226
860
226
920
226
980
227
040
227
100
226
560
226
620
226
680
226
740
226
800
226
860
226
920
226
980
227
040
227
100
34° 17' 13'' N
77
°
58
'
14
'
'
W
34° 17' 13'' N
77
°
57
'
52
'
'
W
34° 17' 1'' N
77
°
58
'
14
'
'
W
34° 17' 1'' N
77
°
57
'
52
'
'
W
N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84
0 100 200 400 600Feet03570140 210Meters
Map Scale: 1:2,610 if printed on A
landscape (11" x 8.5") sheet.
Soil Map may not be valid at this scale.
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at 1:15,800.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
soils that could have been shown at a more detailed scale.
Please rely on the bar scale on each map sheet for map measurements.
Source of Map: Natural Resources Conservation Service Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area.
A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or
area are required.
This product is generated from the USDA-NRCS certified data as of the version date(s) listed below.
Soil Survey Area: New Hanover County, North Carolina Survey Area Data: Version 26, Sep 9, 2024
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Nov 8, 2022—Dec 1, 2022
The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed
on these maps. As a result, some minor shifting of map unit boundaries may be evident.
TO: New Hanover County Planning Department, New Hanover SWCD, July 16th, 2025
FROM: Dru Harrison, Soil & Water Director
RE: 3251 US 421
I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE COMMENTS: The soils are
predominantly Kureb sand (Kr).
According to the booklet, “Wilmington/New Hanover Classiflcation of soils for Septic Tank
Suitability”, Kureb is a Class I soil.
The Soil Survey of New Hanover County lists Kureb as excessively well drained.
Kureb is on the Hydric Soils “B” list which means there may be areas of wetland included
in the mapping units. It should be noted, according to the Soil Survey of New Hanover
County, the limitation for dwellings with or without basements and for small commercial
buildings is severe for all of the soils on this site. The limitations are due to fiooding
and/or wetness. An adequate drainage and maintenance plan is needed for suitable
housing.
The U.S. Army Corps of Engineers has federal jurisdiction over 404 Permits and the
NCDEHNR, Dept. of Water Quality, has state jurisdiction over 401 Permits under the Clean
Water Act. Before disturbing possible wetland areas, developers should contact these
agencies to stay in compliance with State and Federal regulations.
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JOSH STEIN J.R. “JOEY” HOPKINS
GOVERNOR SECRETARY
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
04-11-03 COURIER
Telephone: 910-398-9100
Customer Service: 1-877-368-4968
Website: ncdot.gov
Location:
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
Memorandum
To: New Hanover County Technical Review Committee
Date: July 17, 2025
Subject: Sheetz – 3251 US Hwy 421
________________________________________________________________________
These are preliminary comments and are based on the plans as submitted for the proposed
site. They are subject to further review upon receipt of any additional information.
Subsequently, additional comments and/or requirements may be necessary for this site.
General Comments:
NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT
Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx
You can coordinate with the District Office with any questions 910-398-9100.
NCDOT Driveway Permit:
An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and
15 of the Policy on Street and Driveway Access to North Carolina Highways to include
access locations within 500’ of the proposed access on both sides of the State Road.
Submit to the local NCDOT District Engineer’s Office.
Refer to the NCDOT checklist (included) for required documents and site plan
information.
NCDOT Encroachment Agreement:
An NCDOT Encroachment Agreement is required for any utility connections or
installations within the NCDOT right-of-way (form 16.6).
Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for
required documents and site plan information.
An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths
installed within the NCDOT right-of-way (form 16.6).
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DISTRICT 3 ENGINEER’S OFFICE
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location:
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
Required Roadway Improvements:
The following roadway improvements are required per the approved TIA:
US 421 at Site Access 1 (proposed right-in, right-out intersection w/ left-over):
Construct Site Access 1 (eastbound approach) with one ingress lane and one
egress lane, configured as a left-in, right-in, right-out (LIRIRO) intersection.
Provide an internal protected stem length of 100 feet, as measured from the right-
of-way line.
Provide stop control for the eastbound approach.
Construct a southbound right turn lane on US 421 with 100 feet of storage and
appropriate full-width deceleration and taper lengths.
US 421 at Site Access 2 (proposed signalized full movement intersection):
Construct Site Access 2 (eastbound approach) with one ingress lane and three
egress lanes, configured as dual left turn lanes and an exclusive right turn lane
each marked with 100 feet of full-width storage.
Provide an internal protected stem length of 100 feet, as measured from the right-
of-way line.
Restripe the existing two-way-left-turn-lane (TWLTL) on US 421 to provide an
exclusive northbound left turn lane with 150 feet of full-width storage.
Signalize the intersection and provide appropriate communication equipment for
coordination into the existing closed loop system.
Refer to the NCDOT Roadway Design Manual for help with the design of any required
roadway improvements.
Site Plan Comments:
Signal Agreement:
Due to the proposed traffic signal installation / modification for this project a
Traffic Signal Agreement is required.
o Contact Stonewall Mathis, Division 3 Deputy Traffic Engineer at 910-
341-2200 to execute a Traffic Signal Agreement.
The signal plans will need to be approved prior to the issuance of this
encroachment agreement to make sure that the pavement markings match.
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
Drainage/Stormwater Conveyance:
Additional information is needed on the existing and proposed drainage in the
area.
o Refer to the NCDOT checklist (sections 3 & 4).
Pavement Marking Plans:
Submit pavement marking plans on their own sheet.
Show proper callouts for all pavement markings within NCDOT R/W using
appropriate callouts per the ‘Pavement Marking Legend’ in this document.
Add the following Notes:
o All pavement markings shall be thermoplastic and installed to the most
current NCDOT standards.
o All pavement markers shall be snowplowable/raised, permanent markers
and installed to the most current NCDOT standards.
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.
o Refer to the NCDOT Roadway Design Manual for help page 59 table 3-1
and page 221 figure 8-7.
Identification Signing and Landscaping:
Identification signing or landscape vegetation within the median and the sight
distance triangle must not obstruct the driver’s line of sight. No landscaping or
signing will be allowed to exceed 42 inches in height, measured from the Edge of
Pavement (EOP) within the median or sight triangle.
All pylon signs in the median or sight distance triangle must provide a vertical
clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the
EOP. Signing located within a clear recovery area shall be of a “breakaway
design.”
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DISTRICT 3 ENGINEER’S OFFICE
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location:
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
Only low growing shrubbery, consistent with the NCDOT’s landscaping policies,
as contained in the publication “Guidelines for Planting Within Highway Right of
Way,” will be allowed within a landscaped median and the sight distance triangle
at the entranceway to a development, whether the street or driveway connection to
the State Highway System is designated as a public facility or not. Landscaping
within the right-of-way and sight distance triangles may require additional
approval by the District Engineer.
Internal Stem Protection:
Label the internal protection stem length for the proposed driveway connection.
o Measured from the right-of-way line.
US 421 at Site Access 1:
The right turn lane shown on sheet C2.1 appears to be inadequate.
o Design requirements:100 feet of storage and appropriate full-width
deceleration and taper lengths.
o Refer to the NCDOT Roadway Design Manual for help page 231 figure 8-
10.
US 421 at Site Access 2:
Show the required roadway improvements per the approved TIA.
NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________
Applicant Checklist NCDOT Checklist
Driveway Application Process and Site Plan Requirements
ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND
DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE
APPLICATION TO THE APPLICANT FOR REVISION.
***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS***
Electronic Pre-Submittals
In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to
identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all
other required documents.
All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx
In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction.
Online resources:
•NCDOT Policy on Street and Driveway Access to North Carolina Highways:
https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an
d%20Driveway%20Access.pdf
•NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way:
https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx
•Electronic Forms Database:
https://connect.ncdot.gov/Pages/default.aspx
1)
a.Cover Letter
Include contact information for applicant and engineer, including email address, mailing address, and phone
number. Include the parcel number(s), description of all phases of the development and future land uses to be
served by the permit, and a description of the adjoining land owned or controlled by the applicant.
b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below)
https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc
c.$50.00 Inspection Fee Per Access Point
Attach to Permit Application form (not applicable for municipalities, churches, and schools)
d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc
e.Verification of Compliance with Environmental Regulations (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf
f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional
site plan requirement details can be found in section 2 of this document.
g.Design Plan Requirements for projects involving roadway improvements
If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information
Y N n/a
Engineering Studies
The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined
herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local
government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs
that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses
(TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina
licensed Professional Engineer.
Section 1: Requi
red Documents
|Required documents to accompany all Initial Driveway Application Submittals
Please note that these are the minimum requirements of all driveway permit applications.
All required documentation shall be submitted through the online portal as PDF files, with the exception of the
Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501
Barbados Blvd, Castle Hayne, NC 28429.
If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there
may be additional submittal materials required.
State of North Carolina | Department of Transportation | Division 3 | District 3
5501 Barbados Blvd, Castle Hayne, NC 28429
Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________
Y N n/a
Section 1: Required Documents (continued)
2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL
a.Site Plans
One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement
details can be found in section 2 of this document.
b.Performance and Indemnity Bond Information/Forms
See last page of document for bond information and forms
c.Performance and Indemnity Bond Amount
100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by
the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities,
churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway
Rights of Way for acceptable bond types
d.Radius Encroachment Letter (if applicable)
If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required
e.Hold Harmless Letter (if applicable)
If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will
be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit
Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below
Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways
1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown
2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable
3)Contact information of applicant and engineer, including mailing address, phone number, and email address
4)Show R/W lines, highway control of access, and property lines
5)All existing utilities (including handholes) and easements
6)R/W width
7)Existing posted speed limit(s) and design speed limit(s)
8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of
the property lines of the proposed development
9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any
other relevant transportation facilities in the development area
10)Include a plan sheet showing full site build-out and land use
11)Buildings shown with “gross leasable area”
12)Width of property frontage
13)Distance from R/W to buildings and gasoline service islands
14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34)
15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc.
Section 3: Driveway Plan Requirements
|
All driveway plans shall include and show, at a minimum, the items listed below
1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all
directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm
water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance.
2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways
3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77)
4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required
shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum
5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51)
In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached)
In shoulder sections, show grades at the EOP and centerline
6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31)
7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90°
allowed for right-in/right-out on a case-by-case basis) (page 51)
8)Driveway Profile (pages 42- 43)
Y N n/a Y N n/a
□□ □□ □ □
Y N n/a Y N n/a
Y N n/a Y N n/a
Section 3: Driveway Plan Requirements (continued)
9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W)
Asphalt: 8” ABC stone and 1.5” S9.5B
Concrete: 6” of concrete
10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’
11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std.
12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31)
13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29)
14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41)
15)Distance between driveways being requested (if applicable; page 51)
16)Minimum internal storage areas with specified queues (pages 31-33)
17)Minimum protected driveway stem(s) provided and indicated (pages 33-34)
18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required
|
Section 6: Roadway Plan Requirements
If off-site improvements are required, roadway plans shall show, at a minimum, the items below
1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway)
2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders)
Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below
•Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000
5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C
•Secondary Routes with AADT<10,000
5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B
3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary
The grinding of pavement markings will not be allowed
4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum
5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter
6)Indicate existing roadway grade
7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78)
8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79)
See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details
9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services
10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location
11)New and/or revised signal plans must be included for new installations and if signal modifications are required
All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic
Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200.
|
Section 4: Drainag e Requirements
All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below
Section 5: Internal Circ ulation Requirements
|All internal circulation details shall adhere to, at a minimum, the items listed below
1)Interior driveway channelization stems
Minimum 100’ from the ROW or at the discretion of the District Engineer
2)Traffic flow pattern
3)Traffic control devices
4)Pavement Markings
Y N n/a Y N n /a
Y N n/a Y N n/a
Y N n/a Y N n/a
Y N n/a Y N n/a
1)Pipe Cover Minimums (measured from top of pipe to subgrade)
High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12”
2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2)
Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and
310.04 of the Roadway Standard Drawings for details
Pipes >30" on multilane highways posted above 45mph require guardrail
Pipes ≥36" require an endwall on the inlet end
3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently
dedicated drainage easement will be required to accommodate the proposed project drainage
4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements)
5)Provide spot elevations along frontage of driveway (at EOP and centerline)
6)Provide grades and spot elevations for existing and proposed ditches
7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted)
C/L
EOTEOP
P/L
R/WR/W
R/W
EOP
EOP
EOP
EOP
NTS
R/W
P/L
DRAINAGE FLOW
DRAINAGE FLOW
DRAINAGE FLOW
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
S IGHT T R IANGLE
10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70'
DRIVEWAY
RR MIN. 30'MIN. 30'
NO ROADWAY IMPROVEMENT
COMMERCIAL DRIVEWAY WITH
NORMAL CROWN ROADWAY
6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
PIPE/TYPE/SIZE
WIDTH
CON
CR
ET
E
/ASP
HA
LT
LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER
SITE ADDRESS:TAX PARCEL #
20191115
PARALLEL END S.D. 310.02
INVERT ELEVATION
PARALLEL END S.D. 310.02
INVERT ELEVATION
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
Symbol Description Material Transport Pay Item No.Linear Length
Adjustment
T1 WHITE EDGELINE (4", 90 MIL)Thermo 4685000000-E 1
T2 WHITE SOLID LANE LINE (4", 90 MIL)Thermo 4685000000-E 1
T3 10 FT. WHITE SKIP (4", 90 MIL)Thermo 4685000000-E .25
T4 3 FT. - 9 FT./SP WHITE MINISKIP (4", 90 MIL)Thermo 4685000000-E .25
T5 2 FT. - 6 FT./SP WHITE MINISKIP (4", 90 MIL)Thermo 4685000000-E .25
T9 WHITE RUMBLE STRIP (4", 240 MIL)Thermo 4687000000-E 1
T10 YELLOW EDGELINE (4", 90 MIL)Thermo 4685000000-E 1
T11 YELLOW SINGLE CENTER (4", 90 MIL)Thermo 4685000000-E 1
T12 10 FT. YELLOW SKIP (4", 90 MIL)Thermo 4685000000-E .25
T13 YELLOW DOUBLE CENTER (4", 90 MIL)Thermo 4685000000-E 2
T14 2 FT. - 6 FT./SP YELLOW MINISKIP (4", 90 MIL)Thermo 4685000000-E .25
T20 WHITE EDGELINE (6", 90 MIL)Thermo 4688000000-E 1
T21 WHITE SOLID LANE LINE (6", 90 MIL)Thermo 4688000000-E 1
T22 10 FT. WHITE SKIP (6", 90 MIL)Thermo 4688000000-E .25
T23 3 FT. - 9 FT./SP WHITE MINISKIP (6", 90 MIL)Thermo 4688000000-E .25
T24 2 FT. - 6 FT./SP WHITE MINISKIP (6", 90 MIL)Thermo 4688000000-E .25
T30 YELLOW EDGELINE (6", 90 MIL)Thermo 4688000000-E 1
T31 YELLOW SINGLE CENTER (6", 90 MIL)Thermo 4688000000-E 1
T32 10 FT. YELLOW SKIP (6", 90 MIL)Thermo 4688000000-E .25
T33 YELLOW DOUBLE CENTER (6", 90 MIL)Thermo 4688000000-E 2
T34 2 FT. - 6 FT./SP YELLOW MINISKIP (6", 90 MIL)Thermo 4688000000-E .25
T40 WHITE GORELINE (8", 90 MIL)Thermo 4695000000-E 1
T41 WHITE DIAGONAL (8", 90 MIL)Thermo 4695000000-E 1
T42 YELLOW DIAGONAL (8", 90 MIL)Thermo 4695000000-E 1
T43 WHITE SOLID LANE LINE (8", 90 MIL)Thermo 4695000000-E 1
T44 3 FT. - 9 FT./SP WHITE MINISKIP (8", 90 MIL)Thermo 4695000000-E .25
T45 3 FT. - 3 FT./SP WHITE MINISKIP (8", 90 MIL) (Roundabouts only)Thermo 4695000000-E .5
T46 WHITE CROSSWALK LINE (8", 90 MIL)Thermo 4695000000-E 1
T50 WHITE GORELINE (12", 90 MIL)Thermo 4700000000-E 1
T51 WHITE DIAGONAL (12", 90 MIL)Thermo 4700000000-E 1
T52 YELLOW DIAGONAL (12", 90 MIL)Thermo 4700000000-E 1
T53 WHITE SOLID LANE LINE (12", 90 MIL)Thermo 4700000000-E 1
T54 3 FT. - 9 FT./SP WHITE MINISKIP (12", 90 MIL)Thermo 4700000000-E .25
T55 3 FT. - 3 FT./SP WHITE MINISKIP (12", 90 MIL) (Roundabouts only)Thermo 4700000000-E .5
T60 WHITE LINE, RR X (16", 90 MIL)Thermo 4891000000-E 1
T61 WHITE STOPBAR (24", 90 MIL)Thermo 4891000000-E 1
T62 WHITE CROSSWALK LINE (24", 90 MIL)Thermo 4891000000-E 1
T70 LEFT TURN ARROW (90 MIL)Thermo 4725000000-E 1
T71 RIGHT TURN ARROW (90 MIL)Thermo 4725000000-E 1
T72 STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1
T73 COMBO. LEFT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1
T74 COMBO. RIGHT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1
T75 COMBO. LEFT/RIGHT ARROW (90 MIL)Thermo 4725000000-E 1
T76 COMBO. LEFT/RIGHT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1
T77 U-TURN ARROW (90 MIL)Thermo 4725000000-E 1
T78 COMBO. LEFT/U-TURN ARROW (90 MIL)Thermo 4725000000-E 1
T79 MERGE ARROW (90 MIL)Thermo 4725000000-E 1
T80 WRONG-WAY RAMP ARROW (90 MIL)Thermo 4725000000-E 1
T81 ELONGATED STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1
THERMOPLASTIC
11/20/2019 Page 1 of 10
T90 BICYCLE SYMBOL, HEATED-IN-PLACE (90 MIL)Thermo 4726110000-E 1
T91 BICYCLE STRAIGHT ARROW, HEATED-IN-PLACE (90 MIL)Thermo 4726110000-E 1
T92 BICYCLE LEFT ARROW, HEATED-IN-PLACE (90 MIL)Thermo 4726110000-E 1
T93 BICYCLE CHARACTER, HEATED-IN-PLACE (120 MIL)Thermo 4726100000-E 1
T94 SHARROW, HEATED-IN-PLACE (90 MIL)Thermo 4726110000-E 1
T95 BICYCLE LOOP DETECTOR, HEATED-IN-PLACE (90 MIL)Thermo 4726110000-E 1
T100 ALPHANUMERIC CHAR. (90 MIL)Thermo 4720000000-E 1
T101 HANDICAP PARKING (90 MIL)Thermo 4725000000-E 1
T102 12" YIELD LINE TRIANGLE (90 MIL)Thermo 4725000000-E 1
T103 24" YIELD LINE TRIANGLE (90 MIL)Thermo 4725000000-E 1
T104 ROUTE SHIELD 6 FT x 15 FT Thermo 4895000000-N 1
T105 ROUTE SHIELD 8 FT x 20 FT Thermo 4895000000-N 1
T110 FISH-HOOK STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1
T111 FISH-HOOK LEFT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1
T112 FISH-HOOK RIGHT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1
T113 FISH-HOOK LEFT/RIGHT ARROW (90 MIL)Thermo 4725000000-E 1
T114 FISH-HOOK LEFT/RIGHT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1
T115 FISH-HOOK W/CIRCLE STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1
T116 FISH-HOOK W/CIRCLE LEFT ARROW (90 MIL)Thermo 4725000000-E 1
T117 FISH-HOOK W/CIRCLE LEFT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1
T118 FISH-HOOK W/CIRCLE LEFT/RIGHT/STRAIGHT ARROW (90 MIL)Thermo 4725000000-E 1
11/20/2019 Page 2 of 10
PAVEMENT MARKERS
Symbol Description Color Transport Pay Item No.
MA PERMANENT RAISED MARKER Yellow & Yellow 4900000000-N
MB PERMANENT RAISED MARKER Crystal & Red 4900000000-N
MC PERMANENT RAISED MARKER Yellow & Red 4900000000-N
MD PERMANENT RAISED MARKER Yellow 4900000000-N
ME SNOWPLOWABLE MARKER Yellow & Yellow 4905000000-N
MF SNOWPLOWABLE MARKER Crystal & Red 4905000000-N
MG SNOWPLOWABLE MARKER Yellow & Red 4905000000-N
ML PERMANENT RAISED MARKER Crystal & Crystal 4900000000-N
MO SNOWPLOWABLE MARKER Crystal & Crystal 4905000000-N
11/20/2019 Page 10 of 10
X X
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P
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P
OH
P
OH
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OH
P
OH
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NEW SHEETZSTORE6,879 SFFFE = 26.00'
VAN
EV
EV
EV
EV
EV
STOP
MA
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ZS01
ZS02
ZS02
ZS03
ZS09
ZS05
ZS05
ZS06
ZS06
ZS10
ZS14
ZS26
ZS42
ZS04
ZS80
ZS18
ZS18
ZS18
ZS19
ZS29
ZS29
ZS29
ZS30
ZS30
ZS30
ZS30
ZS30
ZS30
ZS37
ZS37
ZS54
ZS55
ZS56
ZS56
ZS57
ZS57
ZS57
ZS90
ZS67
ZS69
ZS68
ZS71
ZS11
35'
R100'
50'
12'
R30'
R30'
22'
35'
36'
18'
12'
12'
12'
R50'
R50'
R15'
R25'
R15'
R15'
75'35'
20'
10'
14'20'
90'
65'
36'
R10'R5'
R20'
R40'
14'
20'
10'
75'35'
44'
30'
50' BUILDING SETBACK12.5' MIN. STREET YARD
8' PARKING SETBACK
ZS07
ZS07
ZS07
ZS81
82'
28'
ZS35
ZS36
ZS33
ZS34
ZS33
ZS62
ZS70
26'
58.82'
OV
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ZS43
ZS43
ZS43
ZS43
ZS43
ZS43
ZS43
ZS59
ZS59
ZS59
ZS43
RIGHT-OF-WAY
PROPERTY LINE
PROPERTY LINE
72'± EXISTING PAVEMENT WIDTH
ZS08ZS08
ZS60
ZS60
ZS60
ZS60
ZS60
ZS60ZS60 ZS60
ZS60
ZS12 (TYP. OF 5)84'
ZS13
ZS41ZS34
ZS41
ZS41
ZS15
ZS15
ZS15
ZS16
SHEETZ SITE PLAN KEYNOTES
NUMBER DESCRIPTION
ZS01 C-STORE BUILDING; REFER TO ARCHITECTURAL AND MEPPLANS.
ZS02 TRASH ENCLOSURE AND BOLLARDS; REFER TO SHEETZTRASH ENCLOSURE DETAIL.ZS03 GAS CANOPY; REFER TO CANOPY PLANS BY OTHERS.
ZS04 DISPENSER AND ISLAND; REFER TO UNDERGROUND STORAGETANK SYSTEM PLANS.
ZS05 UNDERGROUND STORAGE TANKS AND PAD; REFER TOUNDERGROUND STORAGE TANK SYSTEM PLANS.
ZS06 UNDERGROUND STORAGE TANKS VENT STACK; REFER TOSHEETZ DETAIL 35 UNDERGROUND STORAGE TANK SYSTEMPLANS BY OTHERS.ZS07 24" CONCRETE FLUMEZS08 VARIABLE WIDTH SCM ACCESS & MAINTENANCE EASEMENT
ZS09 TRUCK DIESEL CANOPY; REFER TO CANOPY PLANS BYOTHERS.
ZS10 TRUCK DIESEL ELECTRICAL OUT-BUILDING; REFER TOARCHITECTURAL PLANS.
ZS11 TRUCK DIESEL DISPENSER AREA; REFER TO SHEETZ DETAIL39.ZS12 ELECTRIC VEHICLE (EV) PARKING SPACE (TYP.)
ZS13 DEF REMOTE FILL AND PAD. REFER TO UNDERGROUNDSTORAGE TANK SYSTEM PLANS.
ZS14 PYLON SIGN. VERIFY EXACT LOCATION AND DESIGN BEFOREROUGH-IN. PERMITTED BY OTHERS.ZS15 FOUNDATION PLANTINGS (TYP.); REFER TO LANDSCAPE PLAN.
ZS16 ACF GRASS CELL; REFER TO DETAIL
ZS18 BRICK PAVER SIDEWALK; REFER TO A100 OF ARCHITECTURALPLANS.
ZS19 ROOF ACCESS LADDER AND CLEARANCE AREA; REFER TOARCHITECTURAL PLANS.
ZS26 OUTDOOR SEATING AREA AND TABLES; REFER TO REFER TOARCHITECTURAL PLANS. OUTDOOR SEATING MUST NOTPROHIBIT ADA ACCESS.
ZS29 24" WIDE CONCRETE BAND "ZERO REVEAL" FLUSH CURB;REFER TO ARCHITECTURAL PLANS.ZS30 24" CURB & GUTTER; REFER TO SHEETZ DETAIL 15.
ZS33 STOREFRONT BUMPER POST, REFER TO SHEETZ DETAIL 01(TYP.). PLACE ACCORDING TO SHEETZ DETAIL 08.
ZS34 6" OR 8" BOLLARD(S); REFER TO SHEETZ DETAIL 17 ANDUNDERGROUND STORAGE TANK SYSTEM PLANS FOR SIZE,LOCATION, AND COUNT (TYP.).
ZS35 FLAGPOLE AND FLAGPOLE FOUNDATION; REFER TO SHEETZDETAILS 11 AND 12.
ZS36 FLAGPOLE LIGHT AND LIGHT FOUNDATION; REFER TO SHEETZDETAILS 13 AND 14.
ZS37 AIR MACHINE PAD AND BUMPER POSTS; REFER TO SHEETZDETAIL 05.
ZS41 EMERGENCY SHUT-OFF SWITCH, REFER TO ELECTRICAL,UNDERGROUND STORAGE TANK SYSTEM PLANS, AND SHEETZDETAIL 29.
ZS42 ELECTRIC TRANSFORMER PAD; GC TO COORDINATELOCATION WITH LOCAL PROVIDER. LOCAL PROVIDER CANSUPERSEDE THE PROPOSED TRANSFORMER PAD LOCATION.
ZS43 24" DIA. LIGHT POLE BASE (TYPICAL - PER LIGHTING PLAN);REFER TO SHEETZ DETAIL 33 AND LIGHTING PLANS BYOTHERS.
ZS45 48" DIA. LIGHT POLE BASE (TYPICAL - PER LIGHTING PLAN);REFER TO SHEETZ DETAIL 46 AND LIGHTING PLANS BYOTHERS.
ZS54 ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA AND LOCALCODES) R7-8A (MUTCD).
ZS55 VAN ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA ANDLOCAL REQUIREMENTS) R7-8A (MUTCD).
ZS56 ADA ACCESSIBLE AISLE AND STRIPING, PER ADA AND LOCALCODES.
ZS57 ADA ACCESSIBLE PARKING SPACE AND SYMBOL STRIPING.PER ADA AND LOCAL CODES.ZS58 PAINTED ADA TRAVEL PATH STRIPING.
ZS59 PAINTED 4" WIDE PARKING STRIPES (TYP.).
ZS60 PAINTED DIRECTIONAL TRAFFIC ARROW (TYP.); PER LOCALCODES.
ZS61 PAINTED UNDERGROUND STORAGE TANK PAVEMENTMARKING.
ZS62 30"x30" R1-1 "STOP" SIGN AND 24" WIDE "STOP" BAR.
ZS65 6' TALL BLACK PVC DIPPED CHAIN LINK FENCE. 20' GATESPLACED ATOP ACCESS EASEMENTS.
ZS67 DRIVE-THRU CANTILEVERED CLEARANCE BAR; REFER TO BARDETAILS ON DT-1 AND DT-2.
ZS68 DRIVE-THRU ORDER POINT; REFER TO ORDER POINT DETAILSON DT-2.
ZS69 DRIVE-THRU MENU BOARD; REFER TO MENU BOARD DETAILON DT-2.ZS70 DRIVE-THRU CURB AND PAD; REFER TO SHEETZ DETAIL 10.
ZS71 DRIVE-THRU "PICK UP" PARKING SPACE; REFER TO PAINTINGDETAIL ON DT-1.
ZS80 48" DIA. TRUCK ISLAND BOLLARD AND COVER, REFER TOUNDERGROUND STORAGE TANK SYSTEM PLANS (TYP.).ZS81 PAINTED 12" WIDE TRUCK DIESEL "PULL-FORWARD" BAR.
ZS82 6' WIDE x 4' DEEP TRUCK DIESEL PERIMETER PARKING TRASHPAD AND RECEPTICLE (TYP.).
ZS84 TRUCK DIESEL "DURATION & LIMITATION" SIGNAGE.
ZS90 PROPOSED SIGNALIZED INTERSECITON; REFER TO SIGNALPLANS BY OTHERS.
SITE LAYOUT NOTES
1. CONTRACTOR SHALL REFER TO THE SHEETZ ARCHITECTURAL PLANS FOR THEEXACT LOCATION OF UTILITY ENTRANCES, BUILDING DIMENSIONS, ROOFLEADERS, EXIT DOORS, EXIT RAMPS AND PORCHES.2. ALL DIMENSIONS ARE TO BUILDING FACE, FACE OF CURB, OR EDGE OFSIDEWALK UNLESS NOTED OTHERWISE. ALL ANGLES ARE 90 DEGREESUNLESS OTHERWISE NOTED.3. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS FOR THEINSTALLATION OF TRAFFIC SIGNAGE AND PAVEMENT MARKINGS AS SHOWNON THE CONSTRUCTION PLANS.4. ALL STRIPING SHALL BE 4" WIDE UNLESS NOTED OTHERWISE.5. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF THE SHEETZ MAINFREESTANDING SIGN WITH THE SHEETZ CONSTRUCTION MANAGER.6. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTIONSET FOR OTHER PERTINENT INFORMATION.7. ALL DIMENSIONS SHOWN ON THIS PLAN SHALL BE FIELD VERIFIED BY THECONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFYSHEETZ REPRESENTATIVE AND DESIGN ENGINEER OF ANY DISCREPANCIESBETWEEN THE PLAN AND FIELD CONDITIONS. CONTRACTOR IS RESPONSIBLEFOR ALL DIMENSIONS AT THE PROJECT SITE.8. SEE DETAILS SHEETS FOR ADDITIONAL CONSTRUCTION INFORMATION.9. CONTRACTOR SHALL NEATLY SAW-CUT ALL JOINTS WHERE THE PROPOSEDCONSTRUCTION MEET EXISTING PAVEMENT AND CONCRETE.10. SEE PAVEMENT PLAN FOR ADDITONAL CONSTRUCTION INFORMATION.
C2.1
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SCALE 1"=30'
60'30'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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06/24/2025
X X
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ZU05
ZU06
ZU07
ZU10
ZU12
ZU13
ZU14
ZU23
ZU21
ZU22
ZU46 ZU46
ZU46
ZU46
ZU04
ZU47 ZU47
ZU03
ZU20
ZU43
ZU42
ZU44
ZU31
ZU31
ZU36
ZU41
ZU19
ZU19
ZU33
ZU34
ZU34
ZU34
ZU34
ZU34
ZU08
ZU40
ZU38ZU09
ZU11
ZU30
ZU30
ZU30
ZU17
ZU27
101-COINV OUT 21.60
102-COINV OUT 21.92
104-BUILDINGINV OUT 22.00
201-BUILDINGINV OUT 22.00
103-BUILDINGINV OUT 22.00
100-COINV OUT 21.07
LIFT STATIONINV IN 20.30
6" PVC
6"
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6" PVC
4" PVC
GREASE TRAP ENTERINV IN 21.24
GREASE TRAP EXITINV OUT 21.11
ZU26
ZU28
200-COINV OUT 21.26
ZU1650' BUILDING SETBACK
12.5' MIN. STREET YARD8' PARKING SETBACK
ZU15
SHEETZ UTILITY PLAN KEYNOTES
NUMBER DESCRIPTION
ZU01
CONTRACTOR TO VERIFY EXISTING UTILITY LOCATIONS PRIORTO START OF CONSTRUCTION. IMMEDIATELY NOTIFY SHEETZAND CIVIL ENGINEER OF RECORD IF DISCREPANCIES ORCONFLICTS ARE FOUND.ZU02 DOMESTIC WATER SERVICE POINT OF CONNECTION.ZU03 6" PRIVATE DIP FIRE WATER LINE
ZU04 2" PVC DOMESTIC WATER SERVICE. SERVICE LINE SHALL HAVE3' MINIMUM COVER.ZU05 1.5" DOMESTIC WATER METER.
ZU06 1.5" DOMESTIC RPZ BACKFLOW PREVENTER (PER CFPUAREQUIREMENTS) DOWNSTREAM OF THE DOMESTIC WATERMETER. PROVIDE POWER TO HOT BOX.
ZU07 WATER LINE POINT OF ENTRY TO BUILDING; REFER TO MEPPLANS BY OTHERS.
ZU08 PRIVATE FIRE HYDRANT ASSEMBLY (TYP.) TO BE INSTALLEDPER CAPE FEAR PUBIC UTILITY AUTHORITY (CFPUA)SPECIFICATIONS.ZU09 FIRE LINE SERVICE POINT OF CONNECTIONZU10IRRIGATION WATER SERVICE POINT OF CONNECTION.
ZU11 6" GATE VALVE
ZU12
1" PVC IRRIGATION WATER SERVICE. SERVICE LINE SHALLHAVE 3' MINIMUM COVER. INSTALL IRRIGATION SLEEVESUNDER PAVEMENT. REFER TO IRRIGATION PLANS FORQUANTITIY, SIZE, MATERIAL, AND LOCATIONS. VERIFY EXACTLOCATION WITH SHEETZ CONSTRUCTION MANAGER PRIOR TOPLACING PAVEMENT.ZU13 1" IRRIGATION WATER METER.
ZU14 1" RPZ IRRIGATION BACKFLOW PREVENTER (PER LOCALREQUIREMENTS) DOWNSTREAM OF THE IRRIGATION WATERMETER. PROVIDE POWER TO HOT BOX.ZU15 1.25" PVC SDR 9 FORCE MAIN; REFER TO LIFT STATION PLANS.
ZU16 SANITARY SEWER POINT OF CONNECTION. REFER TO LIFTSTATION PLANS.
ZU17 6" FIRE RPDA BACKFLOW PREVENTER (PER CFPUASTANDARDS)
ZU19 SANITARY SEWER CLEANOUT. TRAFFIC RATED IF WITHINPAVEMENT (TYP.).
ZU20 2,000 GALLON GREASE TRAP; REFER TO SHEETZ DETAIL 21AND MEP PLANS FOR VENTING DETAILS.
ZU21 SANITARY SEWER POINT OF ENTRY TO BUILDING; REFER TOMEP PLANS BY OTHERS.
ZU22 GREASE SERVICE POINT OF ENTRY TO BUILDING; REFER TOMEP PLANS BY OTHERS.
ZU23 SANITARY SEWER LIFT STATION; REFER TO LIFT STATIONPLANS AND MEP PLANS BY OTHERS.
ZU26
ELECTRIC TRANSFORMER PAD LOCATION. COORDINATE WITHLOCAL PROVIDER. LOCAL PROVIDER CAN SUPERSEDE THEPROPOSED TRANSFORMER PAD LOCATION. PROVIDE TWO (2)6" PVC CONDUITS BETWEEN POINT OF CONNECTION ANDTRANSFORMER. 24" MINIMUM BURY DEPTH WITH 18" OFVERTICAL SEPARATION AT WATER AND SEWER CROSSINGS.
ZU27 BUILDING SECONDARY ELECTRIC SERVICE LINE; FOUR 4" SCH.40 PVC CONDUITS WITH FOUR SETS OF EITHER 350 MCMCOPPER WIRE OR 500 MCM ALUMINUM WIRE.
ZU28 ELECTRIC SERVICE POINT OF ENTRY TO BUILDING; REFER TOMEP PLANS BY OTHERS.
ZU30
PROVIDE POWER TO EMERGENCY SHUT-OFF SWITCH; REFERTO ELECTRICAL, UNDERGROUND STORAGE TANK SYSTEMPLANS, AND SHEETZ DETAIL 29.
ZU31 PROVIDE POWER TO AIR MACHINE. INSTALL ONE 1" SCH. 40PVC CONDUIT.
ZU33 PROVIDE POWER TO PYLON SIGN; WIRED BY BUILDINGELECTRICAL CONTRACTOR. VERIFY EXACT LOCATION ANDDESIGN BEFORE ROUGH-IN. PERMITTED BY OTHERS.
ZU34
LIGHT POLE BASE (TYP. - PER LIGHTING PLAN); REFER TOSHEETZ DETAIL 33 AND LIGHTING PLANS BY OTHERS. INSTALLONE 1" SCH. 40 PVC CONDUIT WITH A #10AWG WIRE. NO MORETHAN 3 LIGHT POLES ON ONE CONDUIT OUT OF BUILDING.
ZU36 FLAGPOLE GROUND LIGHTING; REFER TO SHEETZ DETAILS 13AND 14. WIRED BY BUILDING ELECTRICAL CONTRACTOR.
ZU38 NATURAL GAS SERVICE POINT OF CONNECTION.
ZU40 NATURAL GAS SERVICE CONSTRUCTED BY LOCAL PROVIDER.
ZU41 NATURAL GAS SERVICE METER LOCATION AND POINT OFENTRY TO BUILDING; REFER TO MEP PLANS BY OTHERS.
ZU42 DRIVE-THRU ORDER POINT; REFER TO ORDER POINT DETAILSON DT-2.
ZU43 DRIVE-THRU MENU BOARD; REFER TO MENU BOARD DETAILON DT-2.
ZU44 CANOPY OIL / WATER SEPARATOR; REFER TO UNDERGROUNDSTORAGE TANK SYSTEM PLANS.
ZU46 TRUCK DIESEL NON-FREEZE YARD HYDRANT (TYP.); REFER TOSHEETZ DETAILS 36 AND 41 OR APPROVED EQUAL.
ZU47 2" x 1" TEE, 1" CURB STOP, AND 1" PVC WATER SERVICE TOTRUCK DIESEL YARD HYDRANT.
UTILITY NOTES
1. ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS PREPARED BY TIMMONS GROUP, THE CURRENT REQUIREMENTS OF THE NEWHANOVER COUNTY AND CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA), THE APPLICABLE SECTIONS OF THE NCDOT STANDARDSPECIFICATIONS FOR ROADWAY CONSTRUCTION, AND ALL OTHER PERTINENT FEDERAL AND STATE LAWS.2. THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNINGSAFETY AND HEALTH.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND CONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTEDPRIOR TO THE SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE CONSTRUED TO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND ISFAMILIAR WITH CONDITIONS AND CONSTRAINTS OF THE SITE. IF DISCREPANCIES BETWEEN FIELD CONDITIONS AND DESIGN PLANS AREDISCOVERED, CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER IMMEDIATELY.4. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN THE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALLNOTIFY NC "ONE CALL" AT 811. THE LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BESHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND EXACT LOCATION OF ALL UTILITIES ANDUNDERGROUND STRUCTURES.5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BID AND PERFORM ALL UTILITY WORK IN COMPLIANCE TO ALL APPLICABLE LOCAL ANDSTATE CODES AND REGULATIONS.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES ASSOCIATED WITH THE INSTALLATION, INSPECTING, TESTING AND FINALACCEPTANCE OF ALL PROPOSED UTILITY CONSTRUCTION UNLESS OTHERWISE COORDINATED BEFOREHAND WITH SHEETZ.7. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANY ON THE ADDITION, REMOVAL AND/OR RELOCATION OF UTILITIESAND UTILITY POLES AND THE EXTENSION OF ALL PROPOSED UTILITIES TO THE SHEETZ PROJECT STRUCTURES.8. ALL UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE RESPECTIVE UTILITY COMPANY. IT IS THERESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL UTILITIES ARE INSTALLED CORRECTLY TO MEET PROJECT REQUIREMENTS WHETHERPERFORMED BY THE CONTRACTOR OR NOT.9. AN AS-BUILD DRAWING OF NEW UTILITY SERVICES SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE OWNER UPONCOMPLETION OF THE PROJECT.10. UTILITY COMPANIES AND CONTACTS ARE LISTED ON SHEET C0.0.11. CONDUIT LOCATIONS TO FREESTANDING SIGNS AND SITE LIGHT POLES TO BE COORDINATED WITH SHEETZ CONSTRUCTION MANAGER.12. CONTRACTOR SHALL COORDINATE AND VERIFY WITH SHEETZ CONSTRUCTION MANAGER ON LOCATION AND SIZE OF THE STORE GREASE TRAP.GREASE TRAP SHALL BE PROVIDED WITH "T" PIPE IN OUTFLOW CHAMBER. ALL SANITARY SEWER PIPE SHALL BE THE SDR-35 PVC UNLESSOTHERWISE NOTED.13. CONTRACTOR SHALL COORDINATE WITH SHEETZ CONSTRUCTION MANAGER AND SHEETZ IT DEPARTMENT ON THE CONDUIT ROUTE TO STOREFOR TELE/COMMUNICATION SERVICES.14. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION.
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06/24/2025
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LC (60)
LC (13)
IS (1)
IS (1)
QL (9)
NS (8)
QL (10)
QL (3)
NS (2)
IS (6)
QP (9)
QP (5)
IH (10)
IH (5)
IH (10)
IH (6)
IH (2)
QP (2)
QP (8)
LI (6)
QP (5)
LI (5)
QP (3)LI (3)
IS (4)
IS (1)
IS (4)
LI (4)
LI (4)QP (3)
PROPOSED TREE LINE
50' BUILDING SETBACK12.5' MIN. STREET YARD8' PARKING SETBACK
QP (4)
PLANT SCHEDULE
SYMBOL
TREE QTY.
BOTANICAL NAME COMMON NAME
MIN.INSTALLATIONSIZEDECIDUOUSSHADE TREE PROV'D
NS 10 NYSSA SYLVATICA BLACKGUM 2" CAL. (MIN.)
QL 22 QUERCUS LAURIFOLIA LAUREL OAK 2" CAL. (MIN.)
LI 32 LAGERSTROEMIA INDICA CRAPEMYRTLE 2" CAL. (MIN.)
QP 39 QUERCUS PHELLOS WILLOW OAK 2" CAL. (MIN.)
UNDERSTORY
IS 23 ILEX OPACA 'SAVANNAH'SAVANNAHAMERICAN HOLLY 8' HT.
SHRUBS
LC 122
LEX CORNUTA'BURFORDII NANA'DWARF BURFORDHOLLY 18" MIN. HT.
IH 33 ILEX CRENATA'HOOGENDORN'HOOGENDORNHOLLY 18" MIN. HT.
GROUNDCOVER
SOD HYBRID BERMUDA
3" THICK DOUBLE SHRED HARDWOOD MULCH DYED BROWN OR BLACK WITHDeWITT 15 YEAR BARRIER WOVEN POLYPROPYLENE OR APPROVED EQUAL
LANDSCAPE NOTES:
PRE-CONSTRUCTIONxPRIOR TO CONSTRUCTION LOCATE ALL UNDERGROUND UTILITIES WITHIN AND ADJACENT TO THEWORK AREA. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASEDUPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. PROTECT ALLUTILITIES. REPAIR ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICHOCCURS AS A RESULT OF CONSTRUCTION.x CONTRACTOR ENGAGED IN LANDSCAPE IMPLEMENTATION SHALL BE A LANDSCAPE CONTRACTORREGISTERED IN THE STATE OF NORTH CAROLINA.x VERIFY ALL PLANT MATERIAL QUANTITIES ON PLANS PRIOR TO BIDDING. PLANT LIST TOTALS AREFOR CONVENIENCE ONLY AND MUST BE VERIFIED.x PLANT MATERIAL SUBSTITUTIONS CAN ONLY OCCUR WITH PRIOR WRITTEN APPROVAL BYLANDSCAPE ARCHITECT.x PRIOR TO THE COMMENCEMENT OF ANY ACTIVITIES REQUIRING A BUILDING OR ZONING PERMIT ANON-SITE PRE-CONSTRUCTION CONFERENCE SHALL TAKE PLACE WITH THE DEVELOPER AND THEADMINISTRATOR TO REVIEW PROCEDURES FOR THE PROTECTION AND MANAGEMENT OF ALLLANDSCAPE ELEMENTS TO REMAIN.x ALL PLANT MATERIALS ARE SUBJECT TO LANDSCAPE ARCHITECT APPROVAL BEFORE, DURING, ANDAFTER INSTALLATION.o ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TOSUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACEDWITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE.x ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS ANDREQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK".o ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE.o ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATEDIN THE PLANT LIST.o ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD.
CONSTRUCTION/INSTALLATIONxCONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING IN STAGESFOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING. THIS PLAN DOES NOTPRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP PLAN.x CONTRACTOR SHALL TAKE 3 REPRESENTATIVE SOIL SAMPLES OF EACH PROPOSED PLANT BED ANDSUBMIT COPIES OF THE RESULTS TO THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK.x STUMPS LABELED FOR REMOVAL SHALL BE EXCAVATED, NOT GROUND. REMOVE ALL DEBRIS FROMTHE HOLE. FILL WITH TOP SOIL, COMPACT, AND RAKE SMOOTH PRIOR TO INSTALLING NEW PLANTMATERIAL.x CONTRACTOR IS RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERYAND PLANTING TO MAINTAIN HEALTHY PLANT CONDITIONS.x ALL LANDSCAPED AND LAWN AREAS ARE TO RECEIVE A MINIMUM OF 4” OF TOPSOIL.x ALL LANDSCAPE ISLANDS SHALL BE GRADED FOR POSITIVE DRAINAGE WITH NO LOW SPOTSALLOWING WATER TO BE TRAPPED.x INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANSSO MATERIAL WILL NOT INTERFERE WITH SIGHT DISTANCES.x THE SIZE OF THE PLANTING AREA AND SIZE OF PLANT MATERIAL AT MATURITY SHALL ALLOW FOR A2.5' BUMPER OVERHANG FROM THE BACK OF CURB.x ALL TREES MUST BE GUYED OR STAKED AS DETAILED.x AREAS DAMAGED FROM PLANT RELOCATION OR OTHER ACTIVITIES OF LANDSCAPE CONTRACTORTO BE RESEEDED AND ESTABLISHED AT NO ADDITIONAL COST TO THE OWNER.x CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION ANDUNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OFCONDITIONS WHICH AFFECTS THE GUARANTEE. IT MAY BE NECESSARY TO TRUCK IN NON-CITYWATER TO MEET PLANT NEEDS.x USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERALINSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS.x ALL LAWN AREAS TO BE SEEDED SHALL USE A LOCALLY GROWN COMMERCIAL MIX MEETING LATESTSTATE OF NORTH CAROLINA AGRICULTURE STANDARDS FOR SEED AND PLANT CERTIFICATION.x SEEDING AND STRAW NOTES FOR LAWN AREAS:
o RIP THE ENTIRE AREA TO DEPTH OF NOT LESS THAN 6”.o REMOVE ALL LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE SMOOTHAND UNIFORM. DISPOSE OF WASTE MATERIAL OFF-SITE.o CHISEL COMPACTED AREAS AND SPREAD TOPSOIL TO SPECIFIED DEPTH.o APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIX WITHSOIL. APPLY SOIL AMENDMENTS PER REQUIRED SOIL ANALYSIS RECOMMENDATIONS.o CONTINUE TILAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED ISPREPARED.o SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDINGEQUIPMENT OR CULTIPACK AFTER SEEDING.o MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.o INSPECT ALL SEEDED AREAS AND IF POSSIBLE, MAKE NECESSARY REPAIRS OR RESEEDINGSWITHIN THE PLANTING SEASON. IF GRANDSTAND SHOULD BE OVER 60% DAMAGED,REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER, AND SEEDING RATES.
o ANCHOR TACK WITH LIQUID ASPHALT AT 400 GAL/ACRE OR EMULSIFIED ASPHALT AT 300GAL/ACRE.x PLANTING BEDS TO BE COMPLETELY COVERED WITH A MINIMUM 4" DEPTH OF MATERIAL FROM ALOCAL SOURCE HARVESTED IN A SUSTAINABLE MANNER. REFER TO LANDSCAPE SCHEME FORMATERIAL SPECIFICATIONS.x MULCH ALL PLANT BEDS AND TREE RINGS WITH FRESH, CLEAN MATERIAL PER SPECIFICATIONS. ALLMULCH EDGES SHALL BE NEATLY TUCKED. ALL STRING AND/OR BAILING WIRE SHALL BE REMOVED.DUST SHRUBS AND GROUND COVER AFTER MULCHING TO REMOVE LOOSE MATERIAL FROM PLANTS.DO NOT PLACE MULCH IN CONTACT WITH THE TREE TRUNK: KEEP A MINIMUM OF 4" AWAY FROMTREE TRUNK OR BASE OF PLANT.x MULCH AND NO-MOW MIXES SHALL BE REPLENISHED AS NEEDED, ESPECIALLY AFTER HEAVY RAINEVENTS. IF NO-MOW MIX GERMINATES AT A RATE OF LESS THAN 90%, THEN REMOVE OTHERSPECIES AND RESEED.
INSPECTIONS/GUARANTEExLANDSCAPE CONTRACTOR SHALL NOTIFY GENERAL CONTRACTOR UPON COMPLETION OFLANDSCAPE INSTALLATION. CONTRACTOR WILL VERIFY COMPLETENESS INCLUDING THEREPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AFINAL INSPECTION BY LANDSCAPE ARCHITECT.x PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVEDPLANS BY A SITE PLAN REVIEW AGENT PRIOR TO THE RELEASE OF THE CERTIFICATE OFOCCUPANCY.x CONTRACTOR TO GUARANTEE ALL PLANT MATERIALS FOR ONE FULL YEAR AGAINST DEFECTSINCLUDING DEATH AND UNSATISFACTORY GROWTH. WARRANTY PERIOD SHALL BEGIN UPONCERTIFICATE OF OCCUPANCY OR WHEN THE OWNER TAKES OVER MAINTENANCE, WHICHEVERCOMES FIRST.
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64250.004
06/24/2025
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: July 25, 2025
Subject: Sheetz on US 421 – 3251 US Highway 421 (SITECN-25-000083)
NCDOT Projects:
N/A
WMPO 2045 MTP Projects:
N/A
New Hanover County Projects:
N/A
TIA: A TIA for the proposed Sheetz (US 421) development was approved with conditions by the
WMPO on June 27, 2025. All improvements outlined in the approved TIA are required. Please
reach out to Caitlin Cerza (Caitlin.Cerza@wilmingtonnc.gov), the Transportation Planning
Engineer with the WMPO if any questions arise related to the TIA. The TIA approval with conditions
letter will be attached to these comments.
June 27, 2025
Mr. Jeff Hochanadel, PE, PTOE
Timmons Group
5410 Trinity Road, Suite 102
Raleigh, NC 27607
RE: Approval with conditions for the Traffic Impact Analysis (TIA) associated with the Sheetz (US-421)
development in New Hanover County, North Carolina
Dear Mr. Hochanadel,
The WMPO has coordinated the review of the Sheetz (US-421) TIA (sealed May 30, 2025) by NCDOT and
New Hanover County Staff. Based on the information provided and conversations held to date, it is our
understanding that the proposed development will be built in 2027 and will consist of:
ITE LUC 945 Convenience Store with Gas Station (16-24 VFP) – 6,879 SF
The following improvements are required for this development:
US 421 at I-40 Westbound Ramps (existing signalized intersection)
No improvements are required.
US 421 at I-40 Eastbound Ramps (future signalized intersection by others)
No improvements are required.
US 421 at Site Access 1 (proposed right-in, right-out intersection w/ left-over)
Construct Site Access 1 (eastbound approach) with one ingress lane and one egress lane, configured as a
left-in, right-in, right-out (LIRIRO) intersection.
Provide an internal protected stem length of 100 feet, as measured from the right-of-way line.
Provide stop control for the eastbound approach.
Construct a southbound right turn lane on US 421 with 100 feet of storage and appropriate full-width
deceleration and taper lengths.
Approval with Conditions for the Sheetz (US-421)
Traffic Impact Analysis – New Hanover
Page 2 of 2
US 421 at Site Access 2 (proposed signalized full movement intersection)
Construct Site Access 2 (eastbound approach) with one ingress lane and three egress lanes, configured as
dual left turn lanes and an exclusive right turn lane each marked with 100 feet of full-width storage.
Provide an internal protected stem length of 100 feet, as measured from the right-of-way line.
Restripe the existing two-way-left-turn-lane (TWLTL) on US 421 to provide an exclusive northbound left turn
lane with 150 feet of full-width storage.
Signalize the intersection and provide appropriate communication equipment for coordination into the
existing closed loop system.
If changes are made to the proposed site driveways and/or land uses, the current trip distribution may need to
be modified and would require a revised Traffic Impact Analysis to be submitted for review by the NCDOT,
WMPO, and New Hanover County, in which instance this approval would become null and void.
The applicant is required to obtain all applicable New Hanover County and NCDOT permits for access to the road
network. A copy of this TIA approval shall be included with any NCDOT driveway permit application. All applicable
NCDOT and New Hanover County technical standards and policies shall apply.
Please contact me at (910) 473-5130 with any questions regarding this approval.
Sincerely,
Caitlin M. Cerza
Transportation Planning Engineer
Wilmington Urban Area MPO
Ec: Ben Hughes, PE, District Engineer, NCDOT
Jon Roan, Deputy District Engineer, NCDOT
Michael Bass, Assistant District Engineer, NCDOT
Frank Mike, Assistant District Engineer, NCDOT
Madi Lee, PE, Development Review Engineer, NCDOT
Stonewall Mathis, PE, Division Traffic Engineer, NCDOT
Bryce Cox, Senior Assistant Traffic Engineer, NCDOT
Nick Drees, Engineering Specialist, NCDOT
Abby Lorenzo, MPA, Deputy Director, WMPO
Luke Hutson, Engineering Associate, WMPO
Robert Farrell, Development Review Supervisor, New Hanover County
Amy Doss, Development Review Planner, New Hanover County
The Sanctuary Church – 6358 Myrtle Grove Road – TRC Review
Page | 1
To: Chris Baker, Storehouse Holdings LLC
From: Zach Dickerson & Ryan Beil, New Hanover County Planning, Development Review
Date: August 6, 2025 Technical Review Committee (TRC)
PID#: R07900-003-035-002 & R07900-003-036-000
Egov# SITECN-25-000084
Subject: 6358 & 6400 Myrtle Grove Road – The Sanctuary Church - 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 6, 2025, TRC meeting. Additional
comments may be made upon further review of subsequent revisions.
The Sanctuary Church – 6358 Myrtle Grove Road – TRC Review
Page | 2
Planning, Zach Dickerson & Ryan Beil 910-798-7450
1. General Comments
a. Zoning district is R-15
b. As stated in the application the intended use is Religious Assembly & Offices for Private
Business and Professional Activities. The Unified Development Ordinance (UDO)
defines the uses as
i. Religious Assembly: A facility or area for people to gather together for public
worship, religious training, or other religious activities including a church,
temple, mosque, synagogue, convent, monastery, or other structure, together
with its accessory structures(s), including a parsonage or rectory. This use does
not include home meetings or other religious activities conducted in and
ancillary to a private occupied residence. Accessory uses may include meeting
rooms and childcare provided for persons while they are attending assembly
functions. Schools and other childcare services are not accessory uses and
shall require approval as separate principal uses.
ii. Offices for Private Business & Professional Activities: Establishments primarily
engaged in the day-to-day administrative or clerical services for businesses or
other organizations that provide professional or other services to the general
public on a walk-in or appointment basis in an office setting.
c. Please confirm whether the offices noted on the site plan are for church use or not.
Offices for Private Business & Professional Activities are not permitted in the R-15
district. These offices would not be permitted unless they are for the exclusive use of
the church on the property.
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. Parking for Religious Assembly is based on 1 parking spot per 5 seats in the largest
assembly area.
i. Site data table shows 430 parking spaces required, which calculates to 2,150
seats in the largest assembly area. Is this correct?
ii. Offices for Private Business and Professional Activities require 2.5 parking
spaces per 1,000 sq ft. Site plan appears to show 38 parking spaces for the
The Sanctuary Church – 6358 Myrtle Grove Road – TRC Review
Page | 3
office area. However, with 32,000 sq ft total of offices, 80 parking spaces would
be required.
iii. Are these 38 spaces included in the 450 total number on the site plan?
iv. EV Parking: The UDO requires any use requiring or providing more than 25
spaces to provide EV Capable parking for 20% of the spaces, capping at 15
spaces. This just requires running the conduit with enough capacity to support
an EV Charging Station to the parking space, and does not require the
installation of a charging station. 450 * 20% = 90, however spaces cap at 15 so
only 15 EV Capable Charging spaces 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.
b. It does not appear that the offices adjacent to the church are connected to the church.
As in, you would have to leave the church campus and get out onto Myrtle Grove Road
to access the parking lot for the offices- is this correct?
c. Has any sort of pedestrian path with a bridge been considered to connect the offices
with the main church building?
d. Per the WMPO, this project would require a TIA. Please coordinate with Caitlin Cerza
(contact information in her comments) on this.
e. What point are you at in your communication with the New Hanover County Sheriff’s
Office in regard to traffic control for services?
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. Please submit for a Tree Removal Permit prior to any construction. This can be done
separate from TRC.
5. UDO Section 5.4, Landscaping and Buffering
a. Landscaping calculations for parking lot landscaping and foundation plantings look
good.
The Sanctuary Church – 6358 Myrtle Grove Road – TRC Review
Page | 4
b. Please detail how many trees you are providing in the street yard plantings- square
footage on this looks good.
c. Per Section 5.4.2.B, 15 trees are required to be planted or retained per acre disturbed.
Please detail how this is being achieved.
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 Resources Map indicates there is Pocosin
Conservation Resource on this property. However, the New Hanover County soils
report (attached with Soil & Water Conservation Comments) indicates there are no
Class IV soils on this property. Thus, the Conservation Resource Standards for Pocosin
do not apply.
9. UDO Article 9, Flood Damage Prevention
a. There are portions of this property in both the .2% and the AE flood zone.
b. FRIS (https://fris.nc.gov/) panel number 3133.
c. Per Christine Bouffard, 910-798-7074. Floodplain Development Permit will be required
for this project.
NHC Fire Services, David Stone 910-798-7458
1. When a bridge or an elevated surface is an element of a fire apparatus access road it must
comply to the design standards of the American Association of State Highway and
Transportation Officials HB-17-2002 Specification for highway bridges and must be have a
load capacity sufficient for all local fire apparatus. (Chapter 5)
2. D105.2 Aerial apparatus access roads must have a minimum unobstructed width of 26 feet,
exclusive of shoulders.
The Sanctuary Church – 6358 Myrtle Grove Road – TRC Review
Page | 5
3. Per NCFC 507.1, Provide an Engineered fire flow analysis report in accordance with the fire
code and Appendix B to include pertinent information. A fire flow test shall be conducted in
accordance with NFPA 291 and NCFC 507.4.
4. All new structures larger than 12,000 square feet must comply with Section 510 of the NC
Fire code. An Emergency Responder Radio Coverage (ERRC) survey must be conducted, and
results given to the Building Safety Fire Plan Reviewer. All buildings that are more than one
story, underground, windowless or buildings with a basement must complete an ERRC
survey. (It is highly recommended that a pre-construction survey be conducted, however a
pre-construction survey is not required).
5. Fire apparatus access roads are required at time of construction. They are to be capable of
handling the weight of fire apparatus and be passable in all weather conditions. Fire
apparatus access roads are to be a minimum of 20 feet wide (Chapter 5), unless there are
fire hydrants installed along the roadway then minimum is 26 feet wide (Appendix D). The
fire code official may increase this width as necessary based on potential for fire apparatus
response. Dead end roads greater than 150 feet in length shall require an approved means
for fire apparatus to turn around (Chapter 5 and Appendix D). Fire apparatus access roads
shall provide a clear vertical clearance of 14 feet including trees, canopies, bridges, etc.
(Chapter 5 requirement is 13 feet 6 inches, however AHJ requires 14 feet based on local
apparatus).
6. Street and road signs are required, temporary signs during construction are acceptable as
long as they are legible and weather resistant. (Chapter 5).
7. Key Boxes (KNOX Boxes)
a. Required if structure is required to have a fire alarm system or automatic sprinkler
system.
b. Knox Box required at/adjacent to the front (main) entrance, at an elevation of 5 ft, +/- 6 in.
A KNOX box(es) is(are) required at the exterior access nearest the fire sprinkler riser(s).
Larger facilities may require additional key boxes. All key box locations must be shown on
the building plans. All key boxes are required to be installed prior to final inspection.
c.The customer may order online from Knox.
8. Premises identification is required. Address and or unit numbers are required on the street
side as well as unit identification on rear access doors. Letters and Numbers shall not be less
than 6 inches tall and ¾ inches wide; must be weather resistant and contrasting in color to
their background. (Chapter 5). Buildings constructed under the 2018 code shall require
additional signage per Appendix J.
The Sanctuary Church – 6358 Myrtle Grove Road – TRC Review
Page | 6
9. Rooms containing controls for HVAC, fire sprinkler risers, fire alarm control panels, or other
fire detection/protection equipment must be identified with signage (Chapter 5).
10. Fire Hydrants
a. All fire hydrants shall have a 5 ¼ inch barrel, a 5 ¼ inch valve opening, two 2 ½ inch NST
side discharges and a 5-inch pumper nozzle with a 5-inch STORZ connection. Further
information on the technical specifications is available from the fire code official or Cape
Fear Public Utility Authority.
b. All fire hydrants shall be installed so they are visible from the fire apparatus access road
with unobstructed access and a clear space no less than 36 inches in all directions. They
shall be protected from vehicle impact by curbing, guard posts or other means approved by
the fire code official. They shall be oriented with the large discharge facing the nearest
street. All discharges shall meet the NFPA requirements for distance above grade.
11. Fire Department Connections (FDC)
a. Fire Department connections shall utilize 5-inch Storz connections with a 30 degree down
angle. Remote FDC’s are discouraged.
b. A fire hydrant shall be located no less than 50 feet from the structure and no greater than
100 feet from the fire department connection. For buildings with multiple fire department
connections, each one shall have a dedicated fire hydrant.
c. The fire department connection shall be located so that the fire apparatus and the hoses
connecting it to the fire hydrant and to the fire department connection do not obstruct
access to the buildings for other fire apparatus.
d. Fire department connections shall not be obstructed by fences, bushes, dumpsters,
utilities or vehicles.
e. Fire department connections are to be unobstructed with 36 inches clearance to both
sides and 78 inches vertically.
f. An audible/visual device indicating water flow or fire alarm activation shall be located
above the fire department connection.
g. The fire department connection shall be labeled with code compliant signage indicating
the type of connection and where more than one fire department connection exists
additional signage is required to indicate the area protected.
12. Fire Alarm Systems
a. Fire alarm systems monitoring a sprinkler system must be UL certificated.
b. The UL runner service must respond within two hours per NFPA 72 2013 A.7.5.8.
c. A Knox box must be installed on buildings with a fire alarm and/or sprinkler system.
The Sanctuary Church – 6358 Myrtle Grove Road – TRC Review
Page | 7
d. A fire alarm documentation box (NFPA 72 7.7.2) must be installed at the FACP, containing
all required documentation.
e. The documentation box key shall be provided to the AHJ only upon the fire alarm system
acceptance test.
f. Electrical drawings with fire alarm devices do not constitute a fire alarm review.
g. Shop drawings, calculations, manufacturer cut sheets, and additional paperwork must be
submitted with engineered drawings for a full fire alarm review per NCFC 105.4.2.1.
13. A separate permit is required for fire alarms, sprinkler systems, and ERRCS if required.
NHC Soil & Water Conservation, Dru Harrison 910-798-7138
Non-regulatory comments provided.
1. See comments 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-Controlhowever.
2. Please contact the State for their stormwater permit requirements.
NHC Environmental Health, Dustin Fenske 910-798-6732
1. Site plan reflects connection to public water. Environmental Health has records that reflect
existing properties have private drinking water wells. Existing properties (6342, 6400, 6358
Myrtle Grove Rd.) reflect that a drinking water well was on the property at some point.
Developer must be mindful to evaluate each property and identify well head locations then
identify and protect well head through demolition/clearing. All well heads must be properly
abandoned by a Certified Well Driller.
2. Site plan reflects connection to public sewer. Environmental Health records reflect that all
existing structures have a septic system. Existing properties that have or had a dwelling
must have the septic tanks properly abandoned (6342, 6400, 6358 Myrtle Grove Rd.).
Identify and abandon tanks. Abandonment consists of pumping tanks, crushing and filling.
A permit is not required for proper abandonment. Proposed infrastructure does not violate
setbacks to surrounding properties septic systems.
The Sanctuary Church – 6358 Myrtle Grove Road – TRC Review
Page | 8
NHC Addressing, McCabe Watson 910-798-7068
1. Existing addresses are acceptable.
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
1. CFPUA TRC Comments provided are preliminary comments only.
2. CFPUA Plan Review will be required.
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 are available; may require a mainline extension. CFPUA has
previously provided the Engineer a master plan for the water and sewer.
5. A CFPUA Meter Sizing Form will need to be completed.
6. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains).
7. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE
Application Form and a Preliminary Plan, this determination does not guarantee capacity.
8. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the
plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the
Authority.
NCDOT, Nick Drees 910-343-3915
1. Comments attached.
WMPO, Caitlin Cerza 910-473-5130
New Hanover County contracted traffic engineering services comments:
1. Comments attached.
Army Corps of Engineers, Brad Shaver 910-251-4611
1. The Army Corps has no records regarding this tract.
2. Based on LIDAR there may be waters of the US on this tract.
3. Please contact Brad Shaver with the ACOE about a determination on this matter.
North Carolina Department of Environmental Quality- Hannah Mitchell 910-796-7230
1. Based on the site plans provided, it appears the site is located outside of the nearest AEC.
Our jurisdiction within this project area would include any development within Public Trust
Areas that are below mean high water (MHW) of Everett Creek, or within Coastal Wetlands
and within the Coastal Shoreline, which would be 30 feet from MHW landward of Everett
The Sanctuary Church – 6358 Myrtle Grove Road – TRC Review
Page | 9
Creek. The AEC from the waters of Everett Creek ends approximately at the opposite side of
Myrtle Grove Road as to where this site is proposed. However, our office may still review the
proposal through a federal consistency review if the U.S. Corps of Engineers decides to
pursue an Individual Permit (IP).
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
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 (6358 Myrtle Grove Road)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Mu Murville fine sand 13.9 35.3%
Wa Wakulla sand, 1 to 8 percent
slopes
25.4 64.7%
Totals for Area of Interest 39.3 100.0%
Custom Soil Resource
Report Soil Map (6358
Myrtle Grove Road)
37
7
8
52
0
37
7
8
61
0
37
7
8
70
0
37
7
8
79
0
37
7
8
88
0
37
7
8
97
0
37
7
9
06
0
37
7
8
52
0
37
7
8
61
0
37
7
8
70
0
37
7
8
79
0
37
7
8
88
0
37
7
8
97
0
37
7
9
06
0
233640 233730 233820 233910 234000 234090 234180 234270 234360 234450
233
550
233
640
233
730
233
820
233
910
234
000
234
090
234
180
234
270
234
360
234
450
34° 7' 7'' N
77
°
53
'
19
'
'
W
34° 7' 7'' N
77
°
52
'
43
'
'
W
34° 6' 48'' N
77
°
53
'
19
'
'
W
34° 6' 48'' N
77
°
52
'
43
'
'
W
N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS840 200 400 800 1200Feet050100200300Meters
Map Scale: 1:4,200 if printed on A landscape (11" x 8.5") sheet.
Soil Map may not be valid at this scale.
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at 1:15,800.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
soils that could have been shown at a more detailed scale.
Please rely on the bar scale on each map sheet for map measurements.
Source of Map: Natural Resources Conservation Service Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and
area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of
distance or area are required.
This product is generated from the USDA-NRCS certified data as of the version date(s) listed below.
Soil Survey Area: New Hanover County, North Carolina Survey Area Data: Version 26, Sep 9, 2024
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Nov 8, 2022—Dec 1, 2022
The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery
displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident.
TO: New Hanover County Planning Department, New Hanover SWCD, July 16th, 2025
FROM: Dru Harrison, Soil & Water Director
RE: 6358 Myrtle Grove Road
I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE COMMENTS: The soils are
predominantly Murville flne sand (Mu) and Wakulla sand (Wa).
According to the booklet, “Wilmington/New Hanover Classiflcation of soils for Septic Tank
Suitability”, Wakulla is a Class I soil, and Murville is a Class III soil.
The Soil Survey of New Hanover County lists Wakulla as somewhat excessively drained
and Murville as very poorly drained.
Murville is on the New Hanover County Hydric Soils Ä list which means they are possibly
wetland areas and subject to regulation under the Clean Water Act. It should be noted,
according to the Soil Survey of New Hanover County, the limitation for dwellings with or
without basements and for small commercial buildings is severe for all of the soils on this
site. The limitations are due to fiooding and/or wetness. An adequate drainage and
maintenance plan is needed for suitable housing.
The U.S. Army Corps of Engineers has federal jurisdiction over 404 Permits and the
NCDEHNR, Dept. of Water Quality, has state jurisdiction over 401 Permits under the Clean
Water Act. Before disturbing possible wetland areas, developers should contact these
agencies to stay in compliance with State and Federal regulations.
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JOSH STEIN J.R. “JOEY” HOPKINS
GOVERNOR SECRETARY
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
04-11-03 COURIER
Telephone: 910-398-9100
Customer Service: 1-877-368-4968
Website: ncdot.gov
Location:
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
Memorandum
To: New Hanover County Technical Review Committee
Date: July 17, 2025
Subject: Sanctuary Church – 6358 Myrtle Grove 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:
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.
Driveway Radius:
Label the radii for the proposed driveway/driveways.
A radius encroachment letter will be required if the radius of the proposed
driveway crosses the adjoining property line.
Make sure to accommodate the largest proposed vehicle.
Internal Stem Protection:
Label the internal protection stem length for the proposed driveway connection.
o Measured from the right-of-way line.
The stem length for the proposed office buildings appears to be inadequate.
NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________
Applicant Checklist NCDOT Checklist
Driveway Application Process and Site Plan Requirements
ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND
DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE
APPLICATION TO THE APPLICANT FOR REVISION.
***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS***
Electronic Pre-Submittals
In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to
identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all
other required documents.
All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx
In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction.
Online resources:
•NCDOT Policy on Street and Driveway Access to North Carolina Highways:
https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an
d%20Driveway%20Access.pdf
•NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way:
https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx
•Electronic Forms Database:
https://connect.ncdot.gov/Pages/default.aspx
1)
a.Cover Letter
Include contact information for applicant and engineer, including email address, mailing address, and phone
number. Include the parcel number(s), description of all phases of the development and future land uses to be
served by the permit, and a description of the adjoining land owned or controlled by the applicant.
b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below)
https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc
c.$50.00 Inspection Fee Per Access Point
Attach to Permit Application form (not applicable for municipalities, churches, and schools)
d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc
e.Verification of Compliance with Environmental Regulations (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf
f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional
site plan requirement details can be found in section 2 of this document.
g.Design Plan Requirements for projects involving roadway improvements
If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information
Y N n/a
Engineering Studies
The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined
herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local
government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs
that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses
(TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina
licensed Professional Engineer.
Section 1: Requi
red Documents
|Required documents to accompany all Initial Driveway Application Submittals
Please note that these are the minimum requirements of all driveway permit applications.
All required documentation shall be submitted through the online portal as PDF files, with the exception of the
Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501
Barbados Blvd, Castle Hayne, NC 28429.
If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there
may be additional submittal materials required.
State of North Carolina | Department of Transportation | Division 3 | District 3
5501 Barbados Blvd, Castle Hayne, NC 28429
Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________
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Section 1: Required Documents (continued)
2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL
a.Site Plans
One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement
details can be found in section 2 of this document.
b.Performance and Indemnity Bond Information/Forms
See last page of document for bond information and forms
c.Performance and Indemnity Bond Amount
100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by
the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities,
churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway
Rights of Way for acceptable bond types
d.Radius Encroachment Letter (if applicable)
If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required
e.Hold Harmless Letter (if applicable)
If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will
be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit
Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below
Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways
1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown
2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable
3)Contact information of applicant and engineer, including mailing address, phone number, and email address
4)Show R/W lines, highway control of access, and property lines
5)All existing utilities (including handholes) and easements
6)R/W width
7)Existing posted speed limit(s) and design speed limit(s)
8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of
the property lines of the proposed development
9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any
other relevant transportation facilities in the development area
10)Include a plan sheet showing full site build-out and land use
11)Buildings shown with “gross leasable area”
12)Width of property frontage
13)Distance from R/W to buildings and gasoline service islands
14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34)
15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc.
Section 3: Driveway Plan Requirements
|
All driveway plans shall include and show, at a minimum, the items listed below
1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all
directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm
water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance.
2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways
3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77)
4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required
shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum
5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51)
In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached)
In shoulder sections, show grades at the EOP and centerline
6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31)
7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90°
allowed for right-in/right-out on a case-by-case basis) (page 51)
8)Driveway Profile (pages 42- 43)
Y N n/a Y N n/a
□□ □□ □ □
Y N n/a Y N n/a
Y N n/a Y N n/a
Section 3: Driveway Plan Requirements (continued)
9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W)
Asphalt: 8” ABC stone and 1.5” S9.5B
Concrete: 6” of concrete
10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’
11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std.
12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31)
13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29)
14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41)
15)Distance between driveways being requested (if applicable; page 51)
16)Minimum internal storage areas with specified queues (pages 31-33)
17)Minimum protected driveway stem(s) provided and indicated (pages 33-34)
18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required
|
Section 6: Roadway Plan Requirements
If off-site improvements are required, roadway plans shall show, at a minimum, the items below
1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway)
2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders)
Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below
•Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000
5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C
•Secondary Routes with AADT<10,000
5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B
3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary
The grinding of pavement markings will not be allowed
4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum
5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter
6)Indicate existing roadway grade
7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78)
8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79)
See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details
9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services
10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location
11)New and/or revised signal plans must be included for new installations and if signal modifications are required
All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic
Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200.
|
Section 4: Drainag e Requirements
All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below
Section 5: Internal Circ ulation Requirements
|All internal circulation details shall adhere to, at a minimum, the items listed below
1)Interior driveway channelization stems
Minimum 100’ from the ROW or at the discretion of the District Engineer
2)Traffic flow pattern
3)Traffic control devices
4)Pavement Markings
Y N n/a Y N n /a
Y N n/a Y N n/a
Y N n/a Y N n/a
Y N n/a Y N n/a
1)Pipe Cover Minimums (measured from top of pipe to subgrade)
High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12”
2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2)
Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and
310.04 of the Roadway Standard Drawings for details
Pipes >30" on multilane highways posted above 45mph require guardrail
Pipes ≥36" require an endwall on the inlet end
3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently
dedicated drainage easement will be required to accommodate the proposed project drainage
4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements)
5)Provide spot elevations along frontage of driveway (at EOP and centerline)
6)Provide grades and spot elevations for existing and proposed ditches
7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted)
C/L
EOTEOP
P/L
R/WR/W
R/W
EOP
EOP
EOP
EOP
NTS
R/W
P/L
DRAINAGE FLOW
DRAINAGE FLOW
DRAINAGE FLOW
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
S IGHT T R IANGLE
10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70'
DRIVEWAY
RR MIN. 30'MIN. 30'
NO ROADWAY IMPROVEMENT
COMMERCIAL DRIVEWAY WITH
NORMAL CROWN ROADWAY
6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
PIPE/TYPE/SIZE
WIDTH
CON
CR
ET
E
/ASP
HA
LT
LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER
SITE ADDRESS:TAX PARCEL #
20191115
PARALLEL END S.D. 310.02
INVERT ELEVATION
PARALLEL END S.D. 310.02
INVERT ELEVATION
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
LAND USE CODEITE
GEN. OFFICE
INTENSITY VOLUMES
24 HR.ENTERPEAKAM
EXITPEAKAM
CHURCH
710
560
11.0 KSF2
9.11 KSF2
353
556
TOTAL 909
44
21
65
6
13
19
ENTERPEAKPM
EXITPEAKPM
8
0
8
40
0
40
1. THE CONSTRUCTION SITE IS NOT LOCATED IN A FEMA FLOOD HAZARDOUS ZONE.FIRM # 3720313300K, 8/28/20182. THERE ARE WETLANDS AND SURFACE WATERS ON THE SITE WHICH HAVE BEEN DELINEATED.3. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING SHALL BE
6. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN AREASOPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES) STANDARDS.7. IF THE CONTRACTOR DESIRES WATER FOR CONSTRUCTION, HE SHALL APPLY IN
MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ)DEVELOPER'S SIDE OF THE METER BOX. ANY BACKFLOW PREVENTION DEVICES REQUIRED WILLNEED TO BE ON THE LIST OF DEVICES APPROVED BY USCFCCCHR OR ASSE.8. ANY IRRIGATION SYSTEM SUPPLY BY CFPUA WATER SHALL COMPLY WITH THE CFPUACROSS CONNECTION CONTROL REGULATIONS. 9. CONTACT THE NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 PRIOR TO DOING ANY DIGGING,
10. THE BELLSOUTH CONTACT IS STEVE DAYVAULT. HE IS THE BUILDING INDUSTRY CONSULTANT (910) 392-8712. PLEASE CONTACT HIM PRIOR TO STARTING THE PROJECTIN ORDER TO FACILITATE GOOD COMMUNICATION AND MAXIMUM FLEXIBILITY.11. ALL PLANTED AND RETAINED LIVING MATERIAL REQUIRED TO MEET THE PROVISIONS OF NEW HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE, SHALL BE PERPETUALLY PROTECTED AND MAINTAINED TO PROFESSIONAL ACCEPTED STANDARDS BY JOINT AND SEVERALRESPONSIBILITY OF THE OWNER, TENANT AND RESPECTIVE AGENTS OF THE PROPERTY ON WHICH THE MATERIAL IS LOCATED.12. ANY PLANT MATERIAL THAT WAS PREVIOUSLY INSTALLED ON THE SITE TO MEET THE PROVISIONSOF NEW HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE THAT HAS NOT BEEN MAINTAINEDMAINTAINED MUST BE REPLACED.13. AS PART OF THE FINAL ZONING INSPECTION FOR THIS PROJECT, A SURVEY OF THE SITELANDSCAPING WILL BE CONDUCTED. PLANT MATERIAL THAT HAS NOT BEEN MAINTAINED MUSTBE REPLACED BEFORE A FINAL ZONING APPROVAL IS ISSUED.14. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE WHITE.
ADVANCE FOR THIS SERVICE FROM CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) AND BACKFLOW PREVENTION DEVICE ON THE
16. A RAIN/FREEZE SENSOR SHALL BE INSTALLED AS PART OF ANY IRRIGATION SYSTEM USED ON THE SITE.17. CONTACT TRAFFIC ENGINEERING AT 910-341-7888 48 HOURS PRIOR TO ANY EXCAVATION IN THERIGHT-OF-WAY TO ENSURE THAT ALL TRAFFIC SIGNAL FACILITIES AND EQUIPMENT ARE PROPERLY
15. ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT-OF-WAY ARE TO BE MAINTAINEDBY THE PROPERTY OWNER IN ACCORDANCE WITH MUTCD STANDARDS.
18. AN ENCROACHMENT AGREEMENT AND DRIVEWAY PERMIT ARE REQUIRED FOR THIS PROJECT. NOTE
19. TACTILE WARNING MATS WILL BE INSTALLED ON ALL WHEELCHAIR RAMPS.
20. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CFPUA WILL NEED TO BE ON THELIST OF APPROVED DEVICES BY USCFCCCHR OR ASSE.21. CONTRACTOR TO FIELD VERIFY EXISTING WATER AND SEWER SERVICE LOCATIONS, SIZES ANDMATERIALS PRIOR TO CONSTRUCTION. ENGINEER TO BE NOTIFIED OF ANY CONFLICTS.
22. CONTRACTOR SHALL MAINTAIN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMESDURING CONSTRUCTION.
23. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS-OF-WAY AND FOR DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET NCDOT STANDARDS.
24. NCDOT MUST APPROVE OF PAVEMENT MARKING PRIOR TO ACTUAL STRIPING.
25. ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY PANELS AND CURBING WILL BE REPLACED.
26. PROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND THE STATE HASGIVEN THEIR FINAL APPROVAL. CALL 910-343-3910 FOR INFORMATION.
27. ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND, EXCEPT WHERE SUCH PLACEMENTIS PROHIBITIED OR DEEMED IMPRACTICAL BY THE UTILITY PROVIDER. UNDERGROUND TERMINALFACILITIES FOR STREET LIGHTING ALONG ALL PUBLIC STREETS ABUTTING THE SUBJECT SITESHALL BE INSTALLED BY THE DEVELOPER.
THIS ON THE PLAN AND CONTACT 341-5888 FOR MORE DETAILS. IN CERTAIN CASES AN ENTIRE
RESURFACING OF THE AREA BEING OPEN CUT MAY BE REQUIRED.
LOCATED.
NOTES:
INSTALLED AROUND PROTECED TREES OR GROVES OF TREES. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING.
4. ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE PROPERLY BARRICADED WITHFENCING AND PROTECTED THROUGHOUT CONSTRUCTION TO INSURE THAT NO CLEARING, GRADING ORSTAGING OF MATERIALS WILL OCCUR IN THOSE AREAS.
5. NO EQUIPMENT IS ALLOWED ON SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING IS
OF THE PROJECT, AND CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE PROTECTIONMETHODS.
INSTALLED AND APPROVED. PROTECTIVE FENCING IS TO BE MAINTAINED THROUGHOUT THE DURATION
CLEARING OR GRADING.
28. WATER AND SEWER SERVICES WILL BE INSTALLED AND MEET CFPUA REQUIREMENTS.29. UNDERGROUND FIRE LINE(S) MUST BE PERMITTED AND INSPECTED BY THE WILMINGTON FIRE DEPT.FROM PUBLIC RIGHT-OF-WAY TO THE BUIDLING. CONTACT WILMINGTON FIRE DEPT. DIVISION OF FIREAND LIFE SAFETY AT 910-341-0696.30. NO PARKING SPACES, FENCES, WALLS, POSTS, LIGHTS, SHRUBS, TREES OR OTHER TYPE OF
ABOVE THE GROUND WITHIN THE TRIANGULAR SIGHT DISTANCE.31. SOLID WASTE DISPOSAL BY CONTRACTED WASTE SERVICE CONTRACTOR.
OBSTRUCTIONS NOT SPECIFICALLY EXEMPTED, SHALL BE PERMITTED IN THE SPACE BETWEEN THIRTY (30) INCHES ABOVE GROUND AND TEN (10) FEET ABOVE GROUND WITHIN THE TRIANGULAR SIGHT DISTANCE.
1. CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION.
2. NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIALS DELIVERED TO THE
3. A HYDRANT MUST BE WITHIN 150' OF THE FDC (MEASURED AS THE TRUCK DRIVES FOR PRACTICAL USE.)
FIRE AND LIFE SAFETY NOTES:
4. FDC MUST BE WITHIN 40' OF FIRE APPARATUS PLACEMENT.5. LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE FDC'S OR FIRE HYDRANTS. A 3-FOOT CLEAR SPACESHALL ALWAYS BE MAINTAINED AROUND THE CIRCUMFERENCE OF HYDRANTS AND FDC'S.
JOB SITE.
6. ADDITIONAL FIRE PROTECTION AND/OR ACCESSIBILITY REQUIREMENTS MAY BE REQUIRED DUE TOANY SPECIAL CIRCUMSTANCES CONCERNING THE PROJECT.7. PRIVATE UNDERGROUND FIRE LINES REQUIRE A SEPARATE UNDERGROUND FIRE LINE PERMIT FROM NEW HANOVER COUNTY FIRE AND LIFE SAFETY DIVISION 910-798-7420.8. CONTRACTOR SHALL SUBMIT A RADIO SIGNAL STRENGTH STUDY FOR ALL MULTI-STORY COMMERCIAL BUILDINGSEXCEEDING 7500 SF THAT DEMONSTRATES THAT EXISTING EMERGENCY RESPONDER RADIO SIGNAL LEVELS MEETTHE REQUIREMENTS OF SECTION 510 OF THE 2018 NC FIRE CODE.
9. ALL ISOLATION VALVES WITH THE "HOT BOX" AND BETWEEN THE "HOT BOX" AND THE RISER ROOM MUST BEELECTRICALLY SUPERVISED.
MYR
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Preliminary
Note: Sheriff's Traffic Control to be employed for all full congregation services.
1. THE CONSTRUCTION SITE IS NOT LOCATED IN A FEMA FLOOD HAZARDOUS ZONE.FIRM # 3720313300K, 8/28/20182. THERE ARE WETLANDS AND SURFACE WATERS ON THE SITE WHICH HAVE BEEN DELINEATED.3. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING SHALL BE
6. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN AREASOPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES) STANDARDS.7. IF THE CONTRACTOR DESIRES WATER FOR CONSTRUCTION, HE SHALL APPLY IN
MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ)DEVELOPER'S SIDE OF THE METER BOX. ANY BACKFLOW PREVENTION DEVICES REQUIRED WILLNEED TO BE ON THE LIST OF DEVICES APPROVED BY USCFCCCHR OR ASSE.8. ANY IRRIGATION SYSTEM SUPPLY BY CFPUA WATER SHALL COMPLY WITH THE CFPUACROSS CONNECTION CONTROL REGULATIONS. 9. CONTACT THE NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 PRIOR TO DOING ANY DIGGING,
10. THE BELLSOUTH CONTACT IS STEVE DAYVAULT. HE IS THE BUILDING INDUSTRY CONSULTANT (910) 392-8712. PLEASE CONTACT HIM PRIOR TO STARTING THE PROJECTIN ORDER TO FACILITATE GOOD COMMUNICATION AND MAXIMUM FLEXIBILITY.11. ALL PLANTED AND RETAINED LIVING MATERIAL REQUIRED TO MEET THE PROVISIONS OF NEW HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE, SHALL BE PERPETUALLY PROTECTED AND MAINTAINED TO PROFESSIONAL ACCEPTED STANDARDS BY JOINT AND SEVERALRESPONSIBILITY OF THE OWNER, TENANT AND RESPECTIVE AGENTS OF THE PROPERTY ON WHICH THE MATERIAL IS LOCATED.12. ANY PLANT MATERIAL THAT WAS PREVIOUSLY INSTALLED ON THE SITE TO MEET THE PROVISIONSOF NEW HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE THAT HAS NOT BEEN MAINTAINEDMAINTAINED MUST BE REPLACED.13. AS PART OF THE FINAL ZONING INSPECTION FOR THIS PROJECT, A SURVEY OF THE SITELANDSCAPING WILL BE CONDUCTED. PLANT MATERIAL THAT HAS NOT BEEN MAINTAINED MUSTBE REPLACED BEFORE A FINAL ZONING APPROVAL IS ISSUED.14. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE WHITE.
ADVANCE FOR THIS SERVICE FROM CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) AND BACKFLOW PREVENTION DEVICE ON THE
16. A RAIN/FREEZE SENSOR SHALL BE INSTALLED AS PART OF ANY IRRIGATION SYSTEM USED ON THE SITE.17. CONTACT TRAFFIC ENGINEERING AT 910-341-7888 48 HOURS PRIOR TO ANY EXCAVATION IN THERIGHT-OF-WAY TO ENSURE THAT ALL TRAFFIC SIGNAL FACILITIES AND EQUIPMENT ARE PROPERLY
15. ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT-OF-WAY ARE TO BE MAINTAINEDBY THE PROPERTY OWNER IN ACCORDANCE WITH MUTCD STANDARDS.
18. AN ENCROACHMENT AGREEMENT AND DRIVEWAY PERMIT ARE REQUIRED FOR THIS PROJECT. NOTE
19. TACTILE WARNING MATS WILL BE INSTALLED ON ALL WHEELCHAIR RAMPS.20. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CFPUA WILL NEED TO BE ON THELIST OF APPROVED DEVICES BY USCFCCCHR OR ASSE.
21. CONTRACTOR TO FIELD VERIFY EXISTING WATER AND SEWER SERVICE LOCATIONS, SIZES ANDMATERIALS PRIOR TO CONSTRUCTION. ENGINEER TO BE NOTIFIED OF ANY CONFLICTS.
22. CONTRACTOR SHALL MAINTAIN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMESDURING CONSTRUCTION.23. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS-OF-WAY AND FOR DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET NCDOT STANDARDS.
24. NCDOT MUST APPROVE OF PAVEMENT MARKING PRIOR TO ACTUAL STRIPING.
25. ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY PANELS AND CURBING WILL BE REPLACED.
26. PROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND THE STATE HASGIVEN THEIR FINAL APPROVAL. CALL 910-343-3910 FOR INFORMATION.
27. ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND, EXCEPT WHERE SUCH PLACEMENTIS PROHIBITIED OR DEEMED IMPRACTICAL BY THE UTILITY PROVIDER. UNDERGROUND TERMINALFACILITIES FOR STREET LIGHTING ALONG ALL PUBLIC STREETS ABUTTING THE SUBJECT SITE
SHALL BE INSTALLED BY THE DEVELOPER.
THIS ON THE PLAN AND CONTACT 341-5888 FOR MORE DETAILS. IN CERTAIN CASES AN ENTIRERESURFACING OF THE AREA BEING OPEN CUT MAY BE REQUIRED.
LOCATED.
NOTES:
INSTALLED AROUND PROTECED TREES OR GROVES OF TREES. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING.4. ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE PROPERLY BARRICADED WITHFENCING AND PROTECTED THROUGHOUT CONSTRUCTION TO INSURE THAT NO CLEARING, GRADING ORSTAGING OF MATERIALS WILL OCCUR IN THOSE AREAS.5. NO EQUIPMENT IS ALLOWED ON SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING IS
OF THE PROJECT, AND CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE PROTECTIONMETHODS.
INSTALLED AND APPROVED. PROTECTIVE FENCING IS TO BE MAINTAINED THROUGHOUT THE DURATION
CLEARING OR GRADING.
28. WATER AND SEWER SERVICES WILL BE INSTALLED AND MEET CFPUA REQUIREMENTS.29. UNDERGROUND FIRE LINE(S) MUST BE PERMITTED AND INSPECTED BY THE WILMINGTON FIRE DEPT.
FROM PUBLIC RIGHT-OF-WAY TO THE BUIDLING. CONTACT WILMINGTON FIRE DEPT. DIVISION OF FIREAND LIFE SAFETY AT 910-341-0696.30. NO PARKING SPACES, FENCES, WALLS, POSTS, LIGHTS, SHRUBS, TREES OR OTHER TYPE OF
ABOVE THE GROUND WITHIN THE TRIANGULAR SIGHT DISTANCE.31. SOLID WASTE DISPOSAL BY CONTRACTED WASTE SERVICE CONTRACTOR.
OBSTRUCTIONS NOT SPECIFICALLY EXEMPTED, SHALL BE PERMITTED IN THE SPACE BETWEEN THIRTY (30) INCHES ABOVE GROUND AND TEN (10) FEET ABOVE GROUND WITHIN THE TRIANGULAR SIGHT DISTANCE.
1. CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION.
2. NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIALS DELIVERED TO THE
3. A HYDRANT MUST BE WITHIN 150' OF THE FDC (MEASURED AS THE TRUCK DRIVES FOR PRACTICAL USE.)
FIRE AND LIFE SAFETY NOTES:
4. FDC MUST BE WITHIN 40' OF FIRE APPARATUS PLACEMENT.5. LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE FDC'S OR FIRE HYDRANTS. A 3-FOOT CLEAR SPACESHALL ALWAYS BE MAINTAINED AROUND THE CIRCUMFERENCE OF HYDRANTS AND FDC'S.
JOB SITE.
6. ADDITIONAL FIRE PROTECTION AND/OR ACCESSIBILITY REQUIREMENTS MAY BE REQUIRED DUE TOANY SPECIAL CIRCUMSTANCES CONCERNING THE PROJECT.7. PRIVATE UNDERGROUND FIRE LINES REQUIRE A SEPARATE UNDERGROUND FIRE LINE PERMIT FROM NEW HANOVER COUNTY FIRE AND LIFE SAFETY DIVISION 910-798-7420.8. CONTRACTOR SHALL SUBMIT A RADIO SIGNAL STRENGTH STUDY FOR ALL MULTI-STORY COMMERCIAL BUILDINGSEXCEEDING 7500 SF THAT DEMONSTRATES THAT EXISTING EMERGENCY RESPONDER RADIO SIGNAL LEVELS MEET
THE REQUIREMENTS OF SECTION 510 OF THE 2018 NC FIRE CODE.
9. ALL ISOLATION VALVES WITH THE "HOT BOX" AND BETWEEN THE "HOT BOX" AND THE RISER ROOM MUST BEELECTRICALLY SUPERVISED.
POB 2
POB 1
EIP
EIP
EIP
EIP
EIP
EIPEIP
EIP
EIP
EIP
EIP
EIP
NIR
NIRNIR
NIR
NIR
NIR
NIR
NIR
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VEHICULAR USE AREA = 19,460 SF
OFFICE PARKING LANDSCAPING CALCULATIONS
LANDSCAPE ISLAND AREA PROVIDED = 1,573 SF
TOTAL FRONTAGE = 826.94'STREETYARD CALCULATIONS
826.94 - 104.1 = 767.84'767.84 X 12 = 9,214 SF STREETYARD REQUIRED
DRIVEWAY WIDTHS AT R/W: 38.24 + 33.32 + 32.54 = 104.1'
129 + 5,869 + 624 +1,269 + 1,737 = 9,628 SF PROVIDED
CHURCH FRONT (SOUTH) FACADE: 302' x 25' = 7,550 x .12 = 906 SF REQUIREDFOUNDATION PLANTING CALCULATIONS
CHURCH WEST SIDE FACADE: 159' x 25' = 3975 x .12 = 477 SF REQUIRED
VEHICULAR USE AREA = 299,084 SFCHURCH PARKING LANDSCAPING CALCULATIONS
8% IS REQUIRED: 299,084 x .08 = 23,927 SF REQUIREDLANDSCAPE ISLAND AREA PROVIDED = 26,845 SF
8% IS REQUIRED: 19,460 x .08 = 1,556.8 SF REQUIRED
75% MUST BE CANOPY TREES1,573 / 144 = 10 TREES REQUIRED AND PROVIDED
10 x .75 = 7.5 CANOPY TREES, 8 ARE PROVIDED
CHURCH FRONT (SOUTH) FACADE: 78' x 14' = 1,092 x .12 = 131 SF REQUIRED906 SF + 131 SF = 1,037 SF REQUIRED1,575 x 2 = 3,150 SF PROVIDED
587 SF PROVIDED
CHURCH BACK (NORTH) FACADE: 302' x 25' = 7,550 x .12 = 906 SF REQUIREDCHURCH BACK (NORTH) FACADE: 78' x 14' = 1,092 x .12 = 131 SF REQUIRED906 SF + 131 SF = 1,037 SF REQUIRED1,295 + 503 + 1,248 = 3,046 SF PROVIDED
CHURCH EAST SIDE FACADE: 159' x 25' = 3975 x .12 = 477 SF REQUIRED587 SF PROVIDED
75% MUST BE CANOPY TREES26,845 / 144 = 186 TREES REQUIRED AND PROVIDED
186 x .75 = 140 CANOPY TREES ARE REQUIRED151 CANOPY TREES ARE PROVIDED
1. LARGE CANOPY AND MITIGATION TREES TO BE MIN. 2" DBH AT PLANTING.2. SMALL CANOPY TREES TO BE MINIMUM 8' TALL AT PLANTING.3. SHRUBS TO BE MIN. 12" TALL AT TIME OF PLANTING.4. APPLY NATURAL MULCH 4" DEEP TO TOTAL LANDSCAPE ISLANDS AND 4' DIAMETER AROUND OTHER
LANDSCAPE NOTES
5. ALL OTHER DISTURBED AREAS SHALL BE SOWN OR SODDED.6. NOTHING SHALL BE PLANTED WITHIN THE SIGHT DISTANCE TRIANGLE WHICH WOULD IMPEDE VISION
INTERIOR TREES
BETWEEN A HEIGHT OF 2.5' AND 10'7. LANDSCAPE ISLANDS MUST HAVE A MINIMUM WIDTH OF 12' FROM BACK OF CURB TO BACK OF CURB.8. DO NOT MIX VARIETIES OF AZALEAS IN FOUNDATION PLANTING.
DD D DD D
M MM
D
AAAAA AA AA AAAAAA
D
Z
C CC Z
Z Z
Z
Z
Z Z Z ZZ
Z Z Z C C C
C C C
D D
**
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MYRTLE GROVE RD
60' PUBLIC R/W
******************
*****
***D D
LANDSCAPING LEGENDSYMBOL
DARLINGTON OAKQUERCUS LAURIFOLIAHEIGHT 30-50SPREAD 25-30
SPECIFICATION QUANTITY
SOUTHERN MAGNOLIAMAGNOLIA GRANDIFLORAHEIGHT 50-60SPREAD 30-40
BUFFER OFFICE OFFICE TOTAL
4 53
ADDITIONALLARGE CANOPY
SMALL CANOPY BUFFER PARKING FOUNDATION TOTALADDITIONAL
RED MAPLEACER RUBRUMHEIGHT 40-60SPREAD 30-50
CRAPE MYRTLELAGERSTROEMIA INDICAHEIGHT 25SPREAD 12-15
19
40
30
SUGAR MAPLEACER SACCHARUMHEIGHT 60-80SPREAD 40-60
EASTERN RED BUDCERCIS CANADENSISHEIGHT 20-25SPREAD 15-20
SHRUBS BUFFER PARKING FOUNDATION TOTALADDITIONAL
FOUNTAIN GRASSPENNISETUM SETACEUMHEIGHT 2-5SPREAD 2-4
DWARF GARDENIAGARDENIA JASMINOIDES'RADICANS'HEIGHT 1-2SPREAD 2-4INDIAN HAWTHORNERHAPHIOLEPSIS INDICA 'CONOR''ELEANOR TABOR'HEIGHT 3-5SPREAD 2-3
SOUTHERN WAX MYRTLEMORELLA CERIFERAHEIGHT 7.5-12.5SPREAD 6-10
VARIGATED PITTOSPORUMPITTISPORUM TOBIRA 'VARIEGATA'HEIGHT 8-12SPREAD 12-18
*EMERALD GREEN ARBORVITAETHUJA OCCIDENTALIS 'EMERALD'HEIGHT 10-15SPREAD 3-4
4
42
2 2
2
20
8
20 20
35
TREE PROTECTION FENCING
MISC.
STREETYARD
STREETYARD
STREETYARD
INDICA AZALEARHODODENDRON 'GEORGE TABOR'HEIGHT 6-12SPREAD 6-8
SNOWBALL VIBURNUMVIBURNUM OPULUSHEIGHT 8-15SPREAD 10-15
26
38
15INDICA AZALEARHODODENDRON 'FORMOSA'HEIGHT 6-12SPREAD 6-8
20
8
18
15
6
4
4
232
GREEN ASHFRAXIMUS PENNSYLVANICAHEIGHT 60-80SPREAD 40-50
21
14
4
FLOWERING DOGWOODCORNUS FLORIDAHEIGHT 15-30, SPREAD 15-30
9
D 2
8
10
8
6
PARKING FOUNDATION
CHURCH CHURCH
43
PARKING FOUNDATION
26
15
PARKING FOUNDATION
36
34
2
49
21
72
4
4
14
PARKING FOUNDATION
VARIEGATED LILY TURFLIRIOPE MUSCARI 'VARIEGATA'HEIGHT 1-1.5SPREAD 1-2
46
VARIEGATED DAPHNEDAPHNE ODORA 'AUREO MARGINATA'HEIGHT 3-4SPREAD 3-4
6D
DWARF MAHONIAMAHONIA EURYBRACTEATA'SOFT CARESS'HEIGHT 3SPREAD 3-5
M
A DWARF 'ENCORE' AZALEARHODODENDRON 'AUTUMN CHIFFON'OR 'AUTUMN CORAL' SEE NOTE # ???HEIGHT 2-3SPREAD 3-4
Z 'ENCORE' AZALEARHODODENDRON 'AUTUMN TWIST'OR 'AUTUMN CARNATION' SEE NOTE # 8HEIGHT 4-6SPREAD 3-4
JAPANESE CHERRYPRUNUS SERRULATAHEIGHT 15-25SPREAD 15-25
4
30
14
C CAMELLIA SASANQUA'OCTOBER MAGIC INSPIRATION'OR 'OCTOBER MAGIC DAWN' SEE NOTE # 8HEIGHT 4-8SPREAD 3-5
6
49
46
8
6
6 6
30
14
6
LANDSCAPE AREA BOUNDARY
LANDSCAPE AREA SQUARE FOOTAGE
EX. 8" AND 15" OAKS
EX. 8" AMERICAN HOLLY
2
1
Preliminary
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: July 25, 2025
Subject: The Sanctuary – 6358 Myrtle Grove Road (SITECN-25-000084)
Comments:
Please confirm the square footage of the proposed office space. The plans and site data
table show two (2) 16,000 SF office buildings along Myrtle Grove Road and the trip
generation shows 11.00 KSF of office space. Update the trip generation table to
accurately show the land use and intensity.
Please confirm the square footage of the proposed church building. The plans and site
data table show a 61,965 SF church and the trip generation table shows 9.11 KSF for the
church. Update the trip generation table to accurately show the land use and intensity.
Please show all sidewalks, paths, or internal drives that connect the proposed offices to
the main church building.
NCDOT Projects:
N/A
WMPO 2045 MTP Projects:
RW-16 Myrtle Grove Widening – This project includes improvements to Myrtle Grove
Road to improve congestion and is in direct proximity to the proposed site.
New Hanover County Projects:
2024 Bicycle & Pedestrian Priorities Plan Amendment Proposed Project: Construction of a
10-foot multi-use path along Myrtle Grove Road from Grissom Road to Carolina Beach
Road.
TIA: Based upon the proposed Estimated Trip Generation Numbers for the Sunday Peak Hour, a
TIA is required. Please contact Caitlin Cerza, the Transportation Planning Engineer at
Caitlin.Cerza@wilmingtonnc.gov or (910) 473-5130 to begin the TIA Scoping process for this
development.
2
Land Use (ITE Code) Intensity Unit
Weekday
24 Hour
Volumes
AM Peak
Hour Trips
PM Peak
Hour Trips
Sunday Peak
Hour Trips
General Office Building
(710) 32,000 SF 431 63 64 N/A
Church (560) 61,965 SF 471 20 30 642
TOTAL 902 83 94 642