HomeMy WebLinkAbout12-17-2025 TRC Agenda Packet
TECHNICAL REVIEW COMMITTEE AGENDA
December 17th, 2025
New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, December
17th, 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 December 17, 2025 TRC meeting by calling 336-218-2051
and entering conference ID: 429 618 658#
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Agenda Items
Item 1: Edgewater Club Village – Phase 2 – Major Residential Subdivision –
SUBPP-25-0035
• Request by Michael Craig Stevens with Har-Ste Investments, LLV
(cstevens@stevensfinehomes.com) for a 38-unit single-family residential
subdivision.
• The site is located at 226 Edgewater Club Road and is 12.05 acres, zoned
(CZD) R-5, tied to rezoning case Z25-05.
• The engineer is Jason Clark with Tunstall Consulting Engineers PLLC
(jclark@tunstallengineers.com)
• The case planner is Katherine May (kmay@nhcgov.com)
Item 2: Alexander Rd Sheetz – Commercial Site Plan – SITECN-25-000115
• Request by Golden Ventures I, LLC for a Sheetz convenience store with fuel
sales.
• The site is located at 7740 Alexander Rd and is 2.25 acres, zoned (CZD) B-2,
tied to rezoning case Z25-11.
• The engineer is Patrick Barbeau with Timmons Group
(Patrick.barbeau@timmons.com).
• The case planner is Ryan Beil (rbeil@nhcgov.com)
Item 3: Sunset Townes Amenity Center – Commercial Site Plan – SITECN-25-
000116
• Request by James Yopp, representing Sunset Townes POA, Inc. for an
amenity center and pool for the development.
• The site is located at 2696 Alvernia Drive and is 3.91 acres, zoned R-15.
• The engineer is Jonathan Wayne with Hanover Design Services, P.A.
(jwayne@hdsilm.com)
• The case planner is Zach Dickerson (zdickerson@nhcgov.com)
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Item 4: Holly Shelter Business Park Road – Commercial Site Plan – SITECN-25-
000113
• Request by New Hanover County for a new internal road in the Holly Shelter
Business Park, including a sewer pump station site and infrastructure.
• The site is located on several parcels on Holly Shelter Road (see application
for parcel IDs, first is R01200-002-012-000)
• The engineer is Anastasia Wadsworth with Wooten
(awadsworth@thewootencompany.com)
• The case planner is Robert Farrell (rfarrell@nhcgov.com)
Item 5: Standard Technologies – Commercial Site Plan – SITECN-25-000117
• Request by Jeremy Blair with Paramounte Engineering on behalf of Standard
Technologies for a fabricated metal product business.
• The site is located at 4901 Las Tortugas Drive and is zoned I-1, Light
Industrial.
• The engineer is Jeremy Blair with Paramounte Engineering
(jblair@paramounte-eng.com)
• The case planner is Ryan Beil (rbeil@nhcgov.com)
Item 6: Holly Shelter Rd & Barbados Blvd 7-11 – Sketch Plan Review
• Request for sketch plan review of a proposed 7-11 at the corner of Holly
Shelter Rd and Barbados Blvd.
Edgewater Senior – Major Subdivision – TRC Review
Page | 1
To: Michael Craig Stevens, cstevensfinehomes.com
From: Katherine May, Development Review Planner
Date: December 17th TRC Review
PID#: R03700-004-009-003
Egov# SUBPP-25-0035
Subject: Edgewater Senior - Preliminary Plan TRC Review
Technical Review Committee (TRC) General Information
The TRC is a staff-level group of local government officials that reviews projects for compliance with
the local regulations administered by each respective review agency. Voluntarily participating state
agencies may also provide comments. And general information and non-binding recommendations
about the site may also be provided by government agencies.
The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an
opportunity for applicants to speak with county staff and any voluntarily participating state or
federal agencies about the review comments they have been provided.
No voting is involved in the TRC process, and no final approvals or denials are made at the TRC
meetings. Following the TRC meeting, applicants are responsible for updating their plans to address
review comments. Those revised plans need to be resubmitted to the assigned case planner. The
case planner will facilitate additional reviews until all comments have been addressed, and the
necessary departments have stated the plans comply with the applicable minimum requirements
for development.
Following any future TRC approval, the project is required to obtain additional permits to include a
zoning compliance permit for the site. Applicants are also responsible for coordinating with state
and federal agencies for compliance with any additional requirements. Any activity on the property
that is not approved as part of the TRC review and zoning compliance permit will be considered a
violation of the UDO and subject to enforcement action under Article 12 Violations and
Enforcement.
Edgewater Senior – Major Subdivision – TRC Review
Page | 2
The following comments have been received for the December 17, 2025, TRC meeting. Additional
comments may be made upon further review of subsequent revisions.
Planning, Katherine May 910-798-7443
Compliance with local zoning requirements
1. General Comments
a. The zoning district is conditional R-5 and the proposed housing type is single family
for seniors.
b. This is a performance subdivision.
i. Density for Performance Residential: R-5 allows a maximum density of 8
dwelling units per acre.
ii. There are no wetlands or Class IV soils on the property.
iii. Need to show density calculations. Example:
1. Total site acreage = 12.5 acres
2. R-5 allows maximum 8 dwelling units per acre under performance
residential subdivision.
3. 12.5 * 8 = 96.4 (96)
4. Proposed unit count is 38, which is 58 fewer units than the maximum
allowed.
c. The project is associated with rezoning case Z25-05 which was approved by the
Board of Commissioners on July 2, 2025.
d. The conditions of the rezoning are shown on the site plan, however there is a minor
spelling error in condition 5: Whcich (Which)
e. The mailbox is missing from the plan. Cluster-style mailbox kiosks shall be provided
as required by the U.S. Postal Service. A paved area with ingress/egress to allow
vehicles to pull off, park, and re-enter the roadway safely shall be required for each
kiosk area. Kiosks shall be located in areas that will best allow for vehicle parking,
which shall be designed so as not to create pedestrian or vehicle safety issues.
f. Why is phase 2 being submitted before phase 1? The main access is included in
phase 1. Please consider moving the phase line to include the main entrance road
for this submittal.
Edgewater Senior – Major Subdivision – TRC Review
Page | 3
g. Staff recommend including the location of traffic calming devices on the preliminary
plans. Installation of traffic calming devices are not required, but including potential
locations on the plan ensures the future HOA / owners will have the opportunity to
install them without conducting a traffic study.
2. UDO Section 5.1, Parking and Loading
a. For Senior Living: Independent Living Retirement Community, the required off-street
parking is 1.5 parking spaces per dwelling unit plus 2 parking spaces per 1,000 sq ft
of nonresidential space. Please update the notes to reflect this.
b. Will street parking be allowed? If so, will it be allowed on both sides of the road?
c. The notes indicate no speed calming devices shall be installed.
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. The site looks to be mostly cleared of trees already. Can you confirm no additional
trees are being removed?
b. Note: Land disturbance permits can be issued by county Engineering before a Tree
Removal Permit is approved by Planning. However, any trees removed before the
Tree Removal Permit is issued may result in enforcement action under Section 5.3.2
of the Unified Development Ordinance to include prohibiting any development of
the site for 3 to 5 years.
5. UDO Section 5.4, Landscaping and Buffering
a. Landscape plan for the amenity area is missing. Please submit as soon as possible.
The fence and associated vegetation must be in accordance with condition 5 of
rezoning case Z25-05.
6. UDO Section 5.5, Lighting
a. Please note under 5.5.2.A that a lighting plan is not required for single-family
residential projects and the county does not require streetlights, however a lighting
plan is required for any amenity area.
7. UDO Section 5.6, Signs
Edgewater Senior – Major Subdivision – TRC Review
Page | 4
a. I do not see the monument or other neighborhood signs on the plan. Please include
these. Location must be outside of the sight triangles.
b. For any signs on the site, a separate sign permit must be submitted and reviewed by
the county for compliance with Section 5.6 of the UDO for standards at or after the
submittal of the separate zoning compliance and construction permits for the
primary building or use.
8. UDO Section 5.7, Conservation Resources
a. There are no known Conservation Resources on the site.
9. UDO Section 5.8, Open Space Requirements
a. The required open space for performance residential is 20% which is accurately
noted on the plan.
10. UDO Article 6, Subdivision Design and Improvements.
a. Sidewalks are shown on both sides of the street.
b. All blocks are less than 1,000 feet which meets the requirement.
c. The link to node ratio is listed on the plan and meets the requirement.
11. UDO Article 9, Flood Damage Prevention
a. A small portion of the parcel is in the AE flood zone. The flood panel number in FRIS
is 3169.
b. Retention pond is still going to meet the definition of development and will be
required to obtain a floodplain development permit prior to development.
c. Any proposed fill must be evaluated in accordance with Section 9.8.2 E of the UDO.
d. All other applicable provisions of Article 9 will apply.
NHC Fire Services, David Stone 910-798-7458
Compliance with the NC Fire Code
1. The complete TRC/Site plans comments from New Hanover County Fire staff shall be
submitted along with the building plans for review to New Hanover County Building Safety.
This shall include the complete set of civil plans. Failure to submit the comments or
complete set of civil plans will result in a resubmittal for review for verification of
compliance.
Edgewater Senior – Major Subdivision – TRC Review
Page | 5
2. Per NCFC 507.1, Provide an Engineered fire flow analysis report in accordance with the fire
code and Appendix B to include pertinent information. Fire flow test shall be conducted in
accordance with NFPA 291 and NCFC 507.4.
3. 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.
4. 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.
NHC Engineering, Galen Jamison 910-798-7072
Stormwater management and land disturbance
1. A County stormwater and land disturbing permit issued by the County is required for this
project. Please digitally submit the permit applications documentation with requisite review
fees to the COAST online permit portal (https://newhanovercountync-
energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at
https://www.nhcgov.com/251/Stormwater-Permitting and
https://www.nhcgov.com/249/Sediment-Erosion-Control.
2. How will the site be accessed as phase 1 roadway hasn’t been submitted.
3. Please contact the State for their stormwater permit requirements. It is anticipated a new
high density permit will be required.
NHC Environmental Health, Dustin Fenske 910-798-6732
Septic tanks and wells
1. Site plan reflects connection to public sewer. An existing septic system is present at 226
Edgewater Club Rd. Septic tank is identified on plans, sheet C2. Septic tank shall be properly
abandoned by pumping, crushing and filling. Proposed infrastructure does not violate
setbacks to adjacent properties septic systems or well heads.
2. 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-
Edgewater Senior – Major Subdivision – TRC Review
Page | 6
energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at
https://www.nhcgov.com/251/Stormwater-Permitting and
https://www.nhcgov.com/249/Sediment-Erosion-Control.
3. How will the site be accessed as phase 1 roadway hasn’t been submitted.
4. Please contact the State for their stormwater permit requirements. It is anticipated a new high
density permit will be required.
NHC Addressing, McCabe Watson 910-798-7068
Street naming and property address
1. Please submit street name proposals with alternatives prior to TRC approval.
2. Please contact me for address assignments following TRC approval.
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
Public water and sewer
1. CFPUA TRC Comments provided are preliminary comments only.
2. CFPUA is moving toward becoming paperless. When ready to submit plan review package,
upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-
Plan-Review-103.
3. CFPUA water and sewer available via mainline extensions.
4. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains).
5. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE
Application Form and a Preliminary Plan, this determination does not guarantee capacity.
6. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the
plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the
Authority.
NCDOT, Nick Drees 910-343-3915
Driveway access and state road improvements
1. Please see attached comments.
Edgewater Senior – Major Subdivision – TRC Review
Page | 7
WMPO, Caitlin Cerza 910-473-5130
New Hanover County contracted traffic engineering services comments:
1. Please see attached comments.
Army Corps of Engineers, Brad Shaver 910-251-4611
Requirements if wetlands are impacted
1. No comments.
Project information also provided to the following state agencies and non-regulatory local
agencies for their awareness:
New Hanover County Emergency Management
New Hanover County Schools
NC Department of Environmental Quality (DEQ)
NC DEQ Division of Coastal Management
NC DEQ Division of Energy, Mineral, and Land Resources
New Hanover County Sustainability Manager
New Hanover County Soil & Water Conservation
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: December 2, 2025
Subject: Edgewater Club Village Phase 2
NCDOT Projects:
• N/A
WMPO 2050 MTP Projects:
• N/A
New Hanover County Projects:
• N/A
TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required.
Land Use (ITE Code) Intensity Unit 24 Hour
Volumes
AM Peak
Hour Trips
PM Peak
Hour Trips
Single family Detached
Housing (210) 38 Dwelling
Units 414 31 40
Low-Rise Residential with
Ground Floor Commercial
(230)
44 Dwelling
Units 151 19 16
STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
JOSH STEIN DANIEL H. JOHNSON
GOVERNOR SECRETARY
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
Memorandum
DATE: December 3, 2025 TO: New Hanover County Technical Review Committee
SUBJECT: Edgewater Senior Performance Residential – 226 Edgewater Club Drive ________________________________________________________________________
These are preliminary comments and are based on the plans as submitted for the proposed
site. They are subject to further review upon receipt of any additional information.
Subsequently, additional comments and/or requirements may be necessary for this site.
General Comments:
NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT
Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx
You can coordinate with the District Office with any questions 910-398-9100.
NCDOT Driveway Permit:
An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and
15 of the Policy on Street and Driveway Access to North Carolina Highways to include
access locations within 500’ of the proposed access on both sides of the State Road.
Submit to the local NCDOT District Engineer’s Office.
• Refer to the NCDOT checklist (included) for required documents and site plan
information.
NCDOT Encroachment Agreement:
An NCDOT Encroachment Agreement is required for any utility connections or
installations within the NCDOT right-of-way (form 16.6).
• Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for
required documents and site plan information.
An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths
installed within the NCDOT right-of-way (form 16.6).
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
Site Plan Comments:
Driveway Plan Requirements:
• 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.
• Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of
travel way for required shoulder width distance (6’ minimum).
• Show grades at the centerline, edge of pavement, and within the proposed
driveway.
• Show the driveway profile with the proposed storm drainpipe.
o Select the appropriate type of drainage pipe for the amount of available
coverage.
• Refer to the NCDOT Roadway Design Manual for help with the design of any
roadway improvements.
o Figure 8-10 Recommended Treatment for Turn Lanes.
Drainage/Stormwater Conveyance:
• If the drainage does not naturally flow to the NCDOT right of way the historic
drainage pattern should be maintained.
Right of Way and/or Easement Dedication:
• Additional right of way and/or easements may be necessary to construct the right
turn lane and modify the drainage.
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.
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
Identification Signing and Landscaping:
• Identification signing or landscape vegetation within the median and the sight
distance triangle must not obstruct the driver’s line of sight. No landscaping or
signing will be allowed to exceed 42 inches in height, measured from the Edge of
Pavement (EOP) within the median or sight triangle.
• All pylon signs in the median or sight distance triangle must provide a vertical
clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the
EOP. Signing located within a clear recovery area shall be of a “breakaway
design.”
• Only low growing shrubbery, consistent with the NCDOT’s landscaping policies,
as contained in the publication “Guidelines for Planting Within Highway Right of
Way,” will be allowed within a landscaped median and the sight distance triangle
at the entranceway to a development, whether the street or driveway connection to
the State Highway System is designated as a public facility or not. Landscaping
within the right-of-way and sight distance triangles may require additional
approval by the District Engineer.
Gated Entrances:
• Show and label any proposed gates with distances to the right of way line.
Internal Stem Protection:
• Label the internal protection stem length for the proposed driveway connection.
o Measured from the right-of-way line.
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SW POND #1
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EDGEWATER SENIOR
PERFORMANCE RESIDENTIAL
300 EDGEWATER CLUB ROAD
NEW HANOVER COUNTY, NC
NOVEMBER 17, 2025
C0: COVER SHEET
SURVEY
C1: OVERALL SITE PLAN
I1: INVENTORY SITE PLAN
C2: TREE REMOVAL PLAN
C3.1: GRADING, DRAINAGE, & EROSION CONTROL PLAN
C3.2: GRADING, DRAINAGE, & EROSION CONTROL PLAN
C3.3: PRE-DEVELOPMENT DRAINAGE AREAS
C3.4: POST-DEVELOPMENT DRAINAGE AREAS
C4.1: UTILITY PLAN
C4.2: UTILITY PLAN
PR1: UTILITY PLAN & PROFILE
PR2: UTILITY PLAN & PROFILE
C5.1: LAYOUT PLAN
C5.2: LAYOUT PLAN
C5.3: PHASE 1 DRIVEWAY LAYOUT PLAN
C5.4: OPEN SPACE PLAN
C6.0-C6.4: NOTES & DETAILS
CFPUA NOTES & DETAILS
INDEX OF SHEETS
OWNER/DEVELOPER:McCLAMMY FARMS, LLCGERALD DEAN HARDISON, MANAGER2922 ORVILLE WRIGHT WAY, SUITE 110WILMINGTON, NC 28405(910) 262-8525
C0
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SURVEYOR:TRANSYSTEMS101 AUTUMN HALL DR., SUITE 210WILMINGTON, NC 28403
(910) 523-5715
SCALE: 1"=150'
2602 IRON GATE DR., SUITE 102
WILMINGTON, NC 28412
PHONE (910) 343-9653
Tunstall Consulting Engineers PLLC
Licence #P-3152
NTS
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25024
License #P-3152
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SITE NOTES:
SITE DATA TABLE - PHASE 1EDGEWATER VILLAS
SITE DATA TABLE- PHASE 2 EDGEWATER SENIOR SINGLE FAMILY
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
Sheetz – 0 Alexander Road – TRC Review
Page | 1
To: Patrick Barbeau, PE
Patrick.Barbeau@timmons.com
From: Ryan Beil, Development Review Planner
Date: December 17, 2025 Technical Review Committee (TRC)
PID#: R03600-004-002-000, R03600-004-001-000, R03600-004-022-000
Egov# SITECN-25-000115
Subject: 0 Alexander Road – 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.
Sheetz – 0 Alexander Road – TRC Review
Page | 2
The following comments have been received for the December 17, 2025, TRC meeting. Additional
comments may be made upon further review of subsequent revisions.
Planning, Ryan Beil 910-798-7444
Compliance with local zoning requirements
1. General Comments
a. Zoning district is CZD B-2.
b. As stated in the application the intended use is Convenience Store. The Unified
Development Ordinance (UDO) defines the use as
i. 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. Please list all incidental or customary activities that may occur on the property
in line with and under the general definition of the requested use.
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 Duke easement on this property. Please confirm with Duke Energy to get
Duke Energy approval for this site plan before proceeding with any other permits.
e. This project was a part of a Conditional Rezoning, Z25-11, with the conditions listed
below. Please place the conditions on the plans if they are not already present.
i. Existing trees that do not impact the proposed development, including
changes to the site plan that constitute minor deviations, shall be preserved.
ii. Emergency vehicle access shall be provided between the residential portion of
the project and the convenience store. The location of the emergency vehicle
access may be modified during the TRC process administratively.
iii. A 10-foot-wide public bicycle and pedestrian easement shall be reserved from
Alexander Road through the (CZD) R-5 portion of the site to the (CZD) B-2
portion of the site. Maintenance of the access easement shall be the
responsibility of the residential portion of the project, the commercial portions
of the project, or a combination thereof. Provisions for future maintenance
Sheetz – 0 Alexander Road – TRC Review
Page | 3
shall be included in a maintenance agreement approved by New Hanover
County and recorded with the Register of Deeds prior to signature and
recordation of the final plat of the residential portion.
iv. A bicycle and pedestrian path shall be provided between the residential units
and the dedicated open space for the residential development. The path shall
be reserved as a private access easement for the residents and owners of the
residential units if the parcels are subdivided.
v. There shall be a maximum of twelve (12) dwelling units on the site’s residential
portion, for a maximum density of eight (8) dwelling units per acre. The
concept plan shows the dwelling unit type as row-style dwellings. The following
attached dwelling types are authorized for development in the R-5 zoning
district and may be utilized so long as the overall approved density is not
exceeded: Row-Style, Quadraplexes, Triplexes, Duplexes, and Dual-Unit
Attached.
vi. All outdoor speakers, other than those used for the drive-throughs on the site,
shall be oriented away from the R-5 portion of the site and the R-15 parcel to
the north.
vii. Drive-throughs appearing on the site plan may be administratively removed
or adjusted on the same side of the buildings as shown on the concept plan.
Changes to drive-through locations to other sides of the buildings would
constitute a major deviation and require approval through the conditional
rezoning process.
viii. A stormwater maintenance agreement between property owners or a
maintenance easement for the stormwater pond will be recorded with the
New Hanover County Register of Deeds prior to TRC approval.
2. UDO Section 5.1, Parking and Loading
a. Include a note explaining the parking calculations, for example: Use requires 2.5
parking spaces for every 1,000 square feet of building area. Project proposes 6,139
square feet. Required parking is 6,139 / 1,000 = 6.139 x 2.5 = 15 required parking
spaces. Provided parking exceeds parking requirements.
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.
Sheetz – 0 Alexander Road – TRC Review
Page | 4
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.
5. UDO Section 5.4, Landscaping and Buffering
a. Street yard landscaping shall be required along all street frontages.
b. B-2 primary street yard requires 25 square feet for each linear foot of street frontage,
with a minimum width of 12.5’. B-2 secondary street frontages are required to contain
50% of the required street yard area.
i. Appears to be roughly 440 linear feet along Market Street, and 600 linear feet
along Alexander Road. Please show street yard calculations.
ii. For every 600 square feet, 1 canopy tree or three understory trees are
required, along with 6 shrubs.
c. Parking lot landscaping required equaling 8% of the total vehicular use area.
i. One tree per 144 square feet.
ii. At least 75% of trees shall be shade/canopy species
iii. No parking space shall be located more than 120 feet from a landscape island.
d. Foundation plantings located between the building face and the parking lot or drive
aisle shall be required for all portions of buildings adjacent to parking lots or internal
drive aisles.
i. The foundation planting area shall be 12% of the area of the first floor building
face, or building face up to 25 feet in height, whichever is less, adjacent to the
parking area or internal drive; and
ii. The foundation planted area shall be planted as landscaped areas of sufficient
variety, height, and size with plantings listed in New Hanover County Tree and
Landscaping Manual.
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?
Sheetz – 0 Alexander Road – TRC Review
Page | 5
7. UDO Section 5.6, Signs
a. If free standing sign is along a DOT maintained road or near an intersection with a
DOT road (including the driveway access). Required DOT sight triangles must be
shown on the plan and the sign location must be outside the sight triangles.
b. For any signs on the site, a separate sign permit must be submitted and reviewed by
the county for compliance with Section 5.6 of the UDO for standards at or after the
submittal of the separate zoning compliance and construction permits for the primary
building or use.
8. UDO Section 5.7, Conservation Resources
a. Per the New Hanover County Conservation Resource Map there are no Conservation
Resources located on the site.
9. UDO Article 9, Flood Damage Prevention
a. Per the New Hanover County Flood map, no part of the property is located in a
floodplain.
NHC Fire Services, David Stone 910-798-7458
Compliance with NC Fire Code
1. The complete TRC/Site plans comments from New Hanover County Fire staff shall be
submitted along with complete set of civil plans will result in a resubmittal for review for
verification of compliance.
2. Any plan involving an underground storage tank (UST) shall include an engineered plan
complying with the NCFC Chapter 23, 57 and NFPA 30 for Underground Storage Tank Cover
requirements. This plan shall also show all vent lines.
3. Per NCFC 507.1, Provide an Engineered fire flow analysis report in accordance with the fire
code and Appendix B to include pertinent information. Fire flow test shall be conducted in
accordance with NFPA 291 and NCFC 507.4.
4. Fire apparatus access roads are required at time of construction. They are to be capable of
handling the weight of fire apparatus and be passable in all weather conditions. Fire
apparatus access roads are to be a minimum of 20 feet wide.
5. If a water supply is required for fire protection a fire hydrant system or other means
approved by the fire code official must be present prior to beginning construction and be
maintained operable during the construction period. (for construction, fire dept. water
shuttle counts as long there is a fill site within range)
6. 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
Sheetz – 0 Alexander Road – TRC Review
Page | 6
on the technical specifications is available from the fire code official or Cape Fear Public
Utility Authority.
7. 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.
NHC Soil & Water Conservation, Dru Harrison 910-798-7138
General comments about existing soil conditions of the site.
1. No comments
NHC Engineering, Galen Jamison 910-798-7072
Stormwater management and land disturbance
1. A County stormwater and land disturbing permit issued by the County is required for this
project. Please digitally submit the permit applications documentation with requisite review
fees to the COAST online permit portal (https://newhanovercountync-
energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at
https://www.nhcgov.com/251/Stormwater-Permitting and
https://www.nhcgov.com/249/Sediment-Erosion-Control.
2. The offsite SCM and requisite permits must be approved and SCM constructed prior to
initiating any land disturbing activities.
3. Please forward a copy of the offsite O&M SCM agreement between the different users.
4. Please contact the State for their stormwater permit requirements. It is anticipated a new
offsite stormwater permit will be required.
NHC Environmental Health, Dustin Fenske 910-798-6732
Septic tanks and wells
1. Site plan reflects connection to public water. Environmental Health has records of a well
drilled in 1999 at 7718 Alexander Rd. Well head must be located, protected and properly
abandoned by a Certified Well Driller.
2. Site plan reflects connection to public sewer. Environmental Health records show a septic
system installed in 1999 for 7718 Alexander Rd. This septic tank must be located then
pumped, crushed and filled for proper abandonment.
Sheetz – 0 Alexander Road – TRC Review
Page | 7
3. Food service plans must be submitted to NC Environmental Health Plan Review Unit for
State review of food service facility. Approval will be needed prior to building permit
issuance.
NHC Addressing, McCabe Watson 910-798-7068
Street naming and property address
1. Please contact me for address assignments following TRC approval.
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
Public water and sewer
1. CFPUA TRC Comments provided are preliminary comments only.
2. CFPUA is moving toward becoming paperless. When ready to submit plan review package,
upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-
Plan-Review-103.
3. CFPUA water and sewer (force main-to-force main connection) available.
4. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains).
5. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE
Application Form and a Preliminary Plan, this determination does not guarantee capacity.
6. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the
plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the
Authority.
NCDOT, Nick Drees 910-398-9114
Driveway access and state road improvements
1. Comments attached
WMPO, Luke Hutson 910-473-5130
New Hanover County contracted traffic engineering services comments:
1. Comments attached
Army Corps of Engineers, Brad Shaver 910-251-4611
Requirements if wetlands are impacted
1. No comments
Sheetz – 0 Alexander Road – TRC Review
Page | 8
Project information also provided to the following state agencies and non-regulatory local
agencies for their awareness:
New Hanover County Emergency Management
New Hanover County Schools
NHC Sustainability Manager
NC Department of Environmental Quality (DEQ)
NC DEQ Division of Coastal Management
NC DEQ Division of Energy, Mineral, and Land Resources
STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
JOSH STEIN DANIEL H. JOHNSON
GOVERNOR SECRETARY
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
Memorandum
DATE: December 4, 2025 TO: New Hanover County Technical Review Committee
SUBJECT: Sheetz – 7740 Alexander Road ________________________________________________________________________
These are preliminary comments and are based on the plans as submitted for the proposed site.
They are subject to further review upon receipt of any additional information. Subsequently,
additional comments and/or requirements may be necessary for this site.
General Comments:
NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online
Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx
You can coordinate with the District Office with any questions 910-398-9100.
NCDOT Driveway Permit:
An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of
the Policy on Street and Driveway Access to North Carolina Highways to include access
locations within 500’ of the proposed access on both sides of the State Road. Submit to the local
NCDOT District Engineer’s Office.
• Refer to the NCDOT checklist (included) for required documents and site plan
information.
NCDOT Encroachment Agreement:
An NCDOT Encroachment Agreement is required for any utility connections or installations
within the NCDOT right-of-way (form 16.6).
• Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required
documents and site plan information.
An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed
within the NCDOT right-of-way (form 16.6).
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
Required Roadway Improvements:
US 17 (Market Street) at Site Access 1 (proposed unsignalized right-in/right-out intersection):
• Construct Site Access 1 (eastbound approach) as a right-in/right-out intersection with one
ingress lane and one egress lane.
• Provide stop control for the eastbound approach.
• Provide an internal protected stem of 100 feet, as measured from the right-of-way line.
• Construct a southbound right turn lane on Market Street with 125 feet of full width storage
and appropriate deceleration and taper lengths.
SR 1345 (Alexander Road) at Site Access 2 (proposed unsignalized full movement intersection):
• Construct Site Access 2 (southbound approach) with one ingress lane and one egress lane.
• Provide stop control for the southbound approach.
• Provide an internal protected stem of 50 feet, as measured from the right-of-way line.
Site Plan Comments:
US 17 (Market Street) Roadway Improvements & Site Access 1:
• Alexander Road Retail Site Access 1:
o Construct a southbound right turn lane on Market Street with 125 feet of full width
storage and appropriate deceleration and taper lengths.
• Abberly Landing also has a requirement to construct a right turn lane per their approved
TIA:
o Construct a southbound right turn lane on US 17 (Market Street) at Alexander
Road with 100 feet of storage, with appropriate full-width deceleration and taper.
• The right turn lane should be shown extending to Alexander Drive for information and
design purposes:
o The section extending from site access 1 to the intersection can be called out on
the plans as “improvements by others”.
• Refer to the NCDOT Roadway Design Manual for help with the design of any required
roadway improvements.
o Figure 8-10 Recommended Treatment for Turn Lanes (Included).
• Pavement Schedule for roadway improvements:
o 4.5” B25.0C, 4.0” I19.0C, and 3.0” S9.5C (two layers).
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
• Internal Stem Protection:
o Label the internal protection stem length for the proposed driveway connection
(100’ per the approved TIA).
Measured from the right-of-way line.
SR 1345 (Alexander Road) at Site Access 2:
• Internal Stem Protection:
o Label the internal protection stem length for the proposed driveway connection
(50’ per the approved TIA).
Measured from the right-of-way line.
Driveway Plan Requirements:
• 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.
• Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel
way for required shoulder width distance (6’ minimum).
• Show grades at the centerline, edge of pavement, and within the proposed driveway.
• Show the driveway profile with the proposed storm drainpipe.
o Select the appropriate type of drainage pipe for the amount of available coverage.
Drainage/Stormwater Conveyance:
• If the drainage does not naturally flow to the NCDOT right of way the historic drainage
pattern should be maintained.
• All sizes, types, and invert elevations of existing/proposed pipes and drainage structures
must be shown.
o Provide spot elevations along frontage of driveway (at EOP and centerline).
o Provide grades and spot elevations for existing and proposed ditches.
o Show how drainage will be accommodated along property frontage.
• Hydraulic calculations and associated plan sheets will need to be submitted for the site.
NCDOT Standard Drawings:
• Include/update the NCDOT Standard Drawings (2024) that are applicable to the
development.
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
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.
Pavement Markings (general comments):
• Show proper callouts for all pavement markings within NCDOT R/W:
o Refer to the “Pavement Marking Legend Document” (included).
• 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 Projects (STIP):
• This development is located within an active project (STIP U-4902D).
• A hold harmless letter from the contractor (Sealand) will be required prior to the issuance
of this permit that would allow work to take place within the active STIP Project.
NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________
Applicant Checklist NCDOT Checklist
Driveway Application Process and Site Plan Requirements
ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND
DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE
APPLICATION TO THE APPLICANT FOR REVISION.
***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS***
Electronic Pre-Submittals
In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to
identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all
other required documents.
All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx
In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction.
Online resources:
•NCDOT Policy on Street and Driveway Access to North Carolina Highways:
https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an
d%20Driveway%20Access.pdf
•NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way:
https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx
•Electronic Forms Database:
https://connect.ncdot.gov/Pages/default.aspx
1)
a.Cover Letter
Include contact information for applicant and engineer, including email address, mailing address, and phone
number. Include the parcel number(s), description of all phases of the development and future land uses to be
served by the permit, and a description of the adjoining land owned or controlled by the applicant.
b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below)
https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc
c.$50.00 Inspection Fee Per Access Point
Attach to Permit Application form (not applicable for municipalities, churches, and schools)
d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc
e.Verification of Compliance with Environmental Regulations (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf
f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional
site plan requirement details can be found in section 2 of this document.
g.Design Plan Requirements for projects involving roadway improvements
If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information
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Engineering Studies
The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined
herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local
government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs
that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses
(TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina
licensed Professional Engineer.
Section 1: Requi
red Documents
|Required documents to accompany all Initial Driveway Application Submittals
Please note that these are the minimum requirements of all driveway permit applications.
All required documentation shall be submitted through the online portal as PDF files, with the exception of the
Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501
Barbados Blvd, Castle Hayne, NC 28429.
If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there
may be additional submittal materials required.
State of North Carolina | Department of Transportation | Division 3 | District 3
5501 Barbados Blvd, Castle Hayne, NC 28429
Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________
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Section 1: Required Documents (continued)
2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL
a.Site Plans
One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement
details can be found in section 2 of this document.
b.Performance and Indemnity Bond Information/Forms
See last page of document for bond information and forms
c.Performance and Indemnity Bond Amount
100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by
the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities,
churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway
Rights of Way for acceptable bond types
d.Radius Encroachment Letter (if applicable)
If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required
e.Hold Harmless Letter (if applicable)
If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will
be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit
Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below
Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways
1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown
2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable
3)Contact information of applicant and engineer, including mailing address, phone number, and email address
4)Show R/W lines, highway control of access, and property lines
5)All existing utilities (including handholes) and easements
6)R/W width
7)Existing posted speed limit(s) and design speed limit(s)
8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of
the property lines of the proposed development
9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any
other relevant transportation facilities in the development area
10)Include a plan sheet showing full site build-out and land use
11)Buildings shown with “gross leasable area”
12)Width of property frontage
13)Distance from R/W to buildings and gasoline service islands
14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34)
15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc.
Section 3: Driveway Plan Requirements
|
All driveway plans shall include and show, at a minimum, the items listed below
1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all
directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm
water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance.
2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways
3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77)
4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required
shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum
5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51)
In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached)
In shoulder sections, show grades at the EOP and centerline
6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31)
7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90°
allowed for right-in/right-out on a case-by-case basis) (page 51)
8)Driveway Profile (pages 42- 43)
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Section 3: Driveway Plan Requirements (continued)
9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W)
Asphalt: 8” ABC stone and 1.5” S9.5B
Concrete: 6” of concrete
10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’
11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std.
12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31)
13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29)
14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41)
15)Distance between driveways being requested (if applicable; page 51)
16)Minimum internal storage areas with specified queues (pages 31-33)
17)Minimum protected driveway stem(s) provided and indicated (pages 33-34)
18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required
|
Section 6: Roadway Plan Requirements
If off-site improvements are required, roadway plans shall show, at a minimum, the items below
1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway)
2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders)
Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below
•Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000
5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C
•Secondary Routes with AADT<10,000
5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B
3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary
The grinding of pavement markings will not be allowed
4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum
5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter
6)Indicate existing roadway grade
7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78)
8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79)
See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details
9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services
10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location
11)New and/or revised signal plans must be included for new installations and if signal modifications are required
All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic
Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200.
|
Section 4: Drainag e Requirements
All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below
Section 5: Internal Circ ulation Requirements
|All internal circulation details shall adhere to, at a minimum, the items listed below
1)Interior driveway channelization stems
Minimum 100’ from the ROW or at the discretion of the District Engineer
2)Traffic flow pattern
3)Traffic control devices
4)Pavement Markings
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1)Pipe Cover Minimums (measured from top of pipe to subgrade)
High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12”
2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2)
Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and
310.04 of the Roadway Standard Drawings for details
Pipes >30" on multilane highways posted above 45mph require guardrail
Pipes ≥36" require an endwall on the inlet end
3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently
dedicated drainage easement will be required to accommodate the proposed project drainage
4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements)
5)Provide spot elevations along frontage of driveway (at EOP and centerline)
6)Provide grades and spot elevations for existing and proposed ditches
7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted)
C/L
EOTEOP
P/L
R/WR/W
R/W
EOP
EOP
EOP
EOP
NTS
R/W
P/L
DRAINAGE FLOW
DRAINAGE FLOW
DRAINAGE FLOW
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
S IGHT T R IANGLE
10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70'
DRIVEWAY
RR MIN. 30'MIN. 30'
NO ROADWAY IMPROVEMENT
COMMERCIAL DRIVEWAY WITH
NORMAL CROWN ROADWAY
6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
PIPE/TYPE/SIZE
WIDTH
CON
CR
ET
E
/ASP
HA
LT
LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER
SITE ADDRESS:TAX PARCEL #
20191115
PARALLEL END S.D. 310.02
INVERT ELEVATION
PARALLEL END S.D. 310.02
INVERT ELEVATION
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
Roadway Design Manual At Grade INTERSECTIONS
May 2023 Part I General Design Information | 8-22
Figure 8-10 Recommended Treatment for Turn Lanes
Note: Make every attempt possible to use the desirable deceleration length. It can be shortened as needed but shall not be less
than the minimum. Coordinate with NCDOT and get approval on anything less than the desirable deceleration length.
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
C0.0
CO
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332
P. BARBEAU
P. BARBEAU
VICINITY MAP
NTS
CIVIL ENGINEER:
TIMMONS GROUP5410 TRINITY ROAD
SUITE 102
RALEIGH, NC 27607
PROJECT MANAGER:PATRICK BARBEAU, PE
PATRICK.BARBEAU@TIMMONS.COM
PH: (919) 866-4512
WILMINGTON, NORTH CAROLINA 28411
NEW HANOVER COUNTY
DEVELOPER:
BRIAN W. DOWNSENTITLEMENT MANAGER
243 SHEETZ WAY
CLAYSBURG, PA 16625
PH: (919) 264-8593
BDOWNS@SHEETZ.COM
GOLDEN VENTURES I, LLC
SAMUEL B POTTER
330 MILITARY CUTOFF RD, SUITE A-2WILMINGTON, NC 28405-8303
OWNER:SURVEYOR:
CONVENIENCE ARCHITECTURE
AND DESIGN P.C.
243 SHEETZ WAY CLAYSBURG PA 16625
PH: (814) 239-6013
TCOLUMBU@SHEETZ.COM
ARCHITECT:
SITE DATA TABLE
PROJECT: SHEETZ - ALEXANDER ROAD
OWNERS:GOLDEN VENTURES I, LLC
PROJECT ADDRESS:0 ALEXANDER RD, WILMINGTON, 28411
PID #:R03600-004-002-000, R03600-004-001-000, R03600-004-022-000
DEED:DB: RB 6759 PG: 2892-2908; DB: RB 6753 PG: 1366-1373;DB: RB 6758 PG: 284-288; DB: RB 6759 PG: 2848-2891
EXISTING ZONING: R-15-RESIDENTIAL DISTRICT
PROPOSED ZONING:B-2 (BY OTHERS)
EXISTING USE: VACANT/RESIDENTIAL
PROPOSED USE:CONVENIENCE STORE WITH FUEL SALES AND RESTAURANT WITHSEATING AND DRIVE THRU
FLOOD ZONE:
NOT LOCATED IN FLOOD HAZARDS AREA PER FEMA MAP#3720315900J (EFFECTIVE 04/03/2006) AND #3720316900K(EFFECTIVE 08/28/2018)
TOTAL EXISTING TRACTAREA:TRACT 1: 2.56 AC
PROPOSED TRACTAREA:TRACT 1: 2.56 AC
DISTURBED AREA: 2.25 ACRES
EXISTING BUILT UPONAREA:4,730 SF
POST- DEVELOPMENTBUILT UPON AREA:TRACT 1: 81,109 SF (44.0%) - INCLUDES 0.07 AC (3,049 SF) FUTUREIMPERVIOUS
TYPE OF BUILDINGCONSTRUCTION:V-B (NON-SPRINKLERED)
TYPE OF CANOPYCONSTRUCTION:II-B
VEHICLE PARKINGSUMMARY: REQUIRED
RESTAURANT: 6 SPACES PER 1000 SQUARE FEET OF GFARESTAURANT INTERIOR = 1,988 SF / 1000 * 6 = 12 SPACES REQUIREDRESTAURANT EXTERIOR = 375 SF / 1000 * 6 = 3 SPACES REQUIREDRETAIL: 2.5 SPACES PER 100 SQUARE FEET OF GFA =4,151 SF / 1000 * 2.5 = 10 SPACES REQUIREDTOTAL: 25 SPACESLOADING SPACES: 1 REQUIRED
VEHICLE PARKINGSUMMARY: PROVIDED 44 SPACES ON-SITE, ADA: 2 REQ'D; 2 PROV'D W/ 1 VAN ACCESSIBLE1 LOADING SPACE
SHEETZ - ALEXANDER ROAD
TIMMONS GROUPMARTIN WEBB, PLS
610 E MOREHEAD STREET
SUITE 250
CHARLOTTE, NC
PH: (919) 866-4952MARTIN.WEBB@TIMMONS.COM
GENERAL NOTEALL CONTRACTORS SHALL VISIT THE PROJECT TO FAMILIARIZE THEMSELVES WITH SITECONDITIONS PRIOR TO BIDDING OR CONSTRUCTION. BY SUBMITTING A BID, THE CONTRACTORAND HIS SUBCONTRACTORS ARE CONFIRMING THAT THEY HAVE VISITED THE SITE AND HAVEINCLUDED IN THEIR BID ANY ADDITIONAL ITEMS OF CONSTRUCTION THAT MAY BE REQUIREDDUE TO EXISTING SITE CONDITIONS.
MUNICIPAL CONTACT LIST
GAS
PIEDMONT NATURAL GAS
1321 SOUTH 10TH STREET, WILMINGTON, NC 28401PHONE: 910-251-2814
JARRED GARRISONJARRED.GARRISON@DUKE-ENERGY.COM
NEW HANOVER COUNTY ENGINEERING
230 GOVERNMENT CENTER DRIVE, SUITE 160
WILMINGTON, NC 28403PHONE: 910-798-7117
TIM LOWE, PETLOWE@NHCGOV.COM
NEW HANOVER ZONING
NEW HANOVER COUNTY ZONING
230 GOVERNMENT CENTER DRIVE, SUITE 110
WILMINGTON, NC 28403
PHONE: 910-798-7450ZACHARY DICKERSON
ZDICKERSON@NHCGOV.COM
WATER AND SEWER
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403PHONE: 910-332-6673
JEFF THEBERGE, PE
BUILDING CODE OFFICIAL
NEW HANOVER COUNTY BUILDING INSPECTIONS
230 GOVERNMENT CENTER DRIVE, SUITE 170
WILMINGTON, NC 28403PHONE: 910-798-7308
ELECTRIC
DUKE ENERGY5700 HOLLY SHELTER ROAD
CASTLE HAYNE, NC 28429
PHONE: 910-386-3232AMY NEELEY
AMY.NEELEY@DUKE-ENERGY.COM
TELEPHONE/CABLESPECTRUM
2321 SCIENTIFIC PARK DRIVE
WILMINGTON, NC 28405PHONE: 980-508-0794
ZACHARY WAHLZACHARY.WAHL@CHARTER.NET
DEPARTMENT OF PLANNING
NEW HANOVER COUNTY PLANNING
230 GOVERNMENT CENTER DRIVE, SUITE 110
WILMINGTON, NC 28403
PHONE: 910-798-7450ZACHARY DICKERSON
ZDICKERSON@NHCGOV.COM
NCDOT
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
PHONE: 910-398-9100BEN HUGHES, PE
BTHUGHES@NCDOT.GOV
NA
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITHALL NEW HANOVER COUNTY, NCDEQ, AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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11/17/2025
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Sheet List Table
Sheet Number Sheet Title
C0.0 COVER SHEET
C0.1 SURVEY
C1.0 EXISTING CONDITIONS AND DEMOLITION PLAN
C2.0 PHASE 2 - SITE PLAN
C2.1 PHASE 2 - PAVEMENT PLAN
C2.2 PHASE 2 - FIRE ACCESS PLAN
C2.3 PHASE 2 - FOOD DELIVERY TRUCK PATHEXHIBIT
C2.4 PHASE 2 - FUEL DELIVERY TRUCK PATHEXHIBIT
C3.0 PHASE 2 - GRADING AND DRAINAGE PLAN
C4.0 PHASE 2 - EROSION CONTROL PLAN - PHASE I
C4.1 PHASE 2 - EROSION CONTROL PLAN - PHASE II
C4.2 PHASE 2 - NPDES PLAN
C4.3 PHASE 2 - NPDES DETAILS
C5.0 PHASES 2 - UTILITY PLAN
C6.0 PHASE 2 - LANDSCAPE PLAN
C6.1 PHASE 2 - LANDSCAPE NOTES
C7.0 PHASE 2- NOTES AND DETAILS
C7.1 PHASE 2 - NOTES AND DETAILS
C7.2 PHASE 2 - NOTES AND DETAILS
C7.3 PHASE 2 - NOTES AND DETAILS
C7.4 PHASE 2 - NOTES AND DETAILS
C7.5 PHASE 2 - NOTES AND DETAILS
C7.6 PHASE 2 - NOTES AND DETAILS
C7.7 PHASE 2 - NOTES AND DETAILS
A200 PHASE 2 - EXTERIOR ELEVATIONS
A201 PHASE 2 - EXTERIOR ELEVATIONS
DT-1 PHASE 2 - DRIVE THRU SIGN DETAILS
DT-2 PHASE 2 - DRIVE THRU SIGN DETAILS
UCATV
UC
A
T
V
WW
W
WWWWWWWW GGGGGGG
G
GGGGOHPOHPOHPOHPOHP
OH
U
OH
U
OH
U
OH
P
OH
P
OH
P
OH
P
OHP
OHP
OH
P
OHP
OHP
OHP
OH
U
OH
U
O
H
U
ZS01
ZS02
ZS03
ZS05
ZS06
ZS13
ZS18
ZS20
ZS21
ZS24
ZS25
ZS29
ZS30ZS31
ZS19
ZS32
ZS36
ZS56
ZS57
ZS62
ZS37
ZS51
ZS52
ZS49
ZS50
ZS55
ZS64ZS65
WW
W
GGGGGGG
S13S13
ZS02S02
ZS57ZS57
ZS37ZS37
NEW SHEETZ STORE
6,139 SFFFE: 39.00'
STANDARDUST FIELD
25
'
B
U
I
L
D
I
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G
S
E
T
B
A
C
K
12
.
5
'
S
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A
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25' STREET YARD
17.5' TYPE
A
B
U
F
F
E
R
50' PARKING SETBACK
100' BUILDING SETBACK
35' BUILDING SETBACK
25
'
B
U
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D
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G
SE
T
B
A
C
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NO PARKING
OVER-DIG LINE
EV
EV
EV
EV
EV
20' PRIVATEUTILITY EASEMENT
14'
5'
24'
R10'
R3'
10'
20'
32'
10'
20'
21.83'
R3'
32'
R25'
R25'
32'
10'
20'
R10'
R3'
R25'
14'2'
10'
8'
20'
R3'
R15'
R3'
20'
R10'
R3'
14'
R25'
R15.7'
28.6'65'
12.67'
20'
R3'R15'
R3'10'
8'
R3'
10'
12.16'
58.22'
36'
R25'
R40'R40'
ZS18
ZS18
ZS18
ZS24
ZS24
ZS25
ZS25
ZS25
ZS25
ZS25
ZS25
ZS28
ZS32
ZS51
ZS52
ZS54
ZS54
ZS54
ZS55
ZS61
ZS63
PROPOSED PROPERTY LINE
70' PUBLIC DRAINAGE EASEMENT(BY OTHERS)
DRIVE BY OTHERS(HATCHED)
DRIVE BY OTHERS(HATCHED)
DRIVE BY OTHERS(HATCHED)
32'
24'
32'
ZS36
R25'16.7'
R5'
R25'
ZS12
ZS12
92.7'
42.3'
R15'
R39'
ZS66
ZS67
SHEETZ SITE PLAN KEYNOTES
NUMBER DESCRIPTION
ZS01 C-STORE BUILDING; REFER TO ARCHITECTURAL AND MEP PLANS.
ZS02 TRASH ENCLOSURE AND BOLLARDS; REFER TO SHEETZ TRASHENCLOSURE DETAIL.
ZS03 GAS CANOPY; REFER TO CANOPY PLANS BY OTHERS.
ZS05 UNDERGROUND STORAGE TANKS AND PAD; REFER TO UNDERGROUNDSTORAGE TANK SYSTEM PLANS.
ZS06 UNDERGROUND STORAGE TANKS VENT STACK; REFER TO SHEETZ DETAIL35 UNDERGROUND STORAGE TANK SYSTEM PLANS BY OTHERS.
ZS12 ELECTRIC VEHICLE CAPABLE PARKING SPACE (TYP.) NOCHARGER PROVIDED. REFER TO ARCH PLANS FOR CONDUITROUTING.
ZS13 MONUMENT SIGN. VERIFY EXACT LOCATION AND LOCATION BEFOREROUGH-IN. PERMITTED BY OTHERS.
ZS18 BRICK PAVER SIDEWALK; REFER TO A100 OF ARCHITECTURAL PLANS.
ZS19 ROOF ACCESS LADDER AND CLEARANCE AREA; REFER TOARCHITECTURAL PLANS.
ZS20 PROPANE LOCKERS, BOLLARDS, AND CONCRETE PAD; REFER TO SHEETZDETAIL 18 OR 19 AND ARCHITECTURAL PLANS.
ZS21 OUTDOOR SEATING AREA AND TABLES; REFER TO REFER TOARCHITECTURAL PLANS. OUTDOOR SEATING MUST NOT PROHIBIT ADAACCESS.
ZS24 24" WIDE CONCRETE BAND "ZERO REVEAL" FLUSH CURB; REFER TOARCHITECTURAL PLANS.
ZS25 24" CURB & GUTTER; REFER TO SHEETZ DETAIL 15.
ZS28 STOREFRONT BUMPER POST, REFER TO SHEETZ DETAIL 01 (TYP.). PLACEACCORDING TO SHEETZ DETAIL 07 AND/OR 08.
ZS29 6" OR 8" BOLLARD(S); REFER TO SHEETZ DETAIL 17 AND UNDERGROUNDSTORAGE TANK SYSTEM PLANS FOR SIZE, LOCATION, AND COUNT (TYP.).
ZS30 FLAGPOLE AND FLAGPOLE FOUNDATION; REFER TO SHEETZ DETAILS 11AND 12.
ZS31 FLAGPOLE LIGHT AND LIGHT FOUNDATION; REFER TO SHEETZ DETAILS 13AND 14.
ZS32 AIR MACHINE PAD AND BUMPER POSTS; REFER TO SHEETZ DETAIL 05.
ZS36 EMERGENCY SHUT-OFF SWITCH, REFER TO ELECTRICAL, UNDERGROUNDSTORAGE TANK SYSTEM PLANS, AND SHEETZ DETAIL 29.
ZS37 ELECTRIC TRANSFORMER PAD; GC TO COORDINATE LOCATION WITHLOCAL PROVIDER. LOCAL PROVIDER CAN SUPERSEDE THE PROPOSEDTRANSFORMER PAD LOCATION.
ZS38 24" DIA. LIGHT POLE BASE (TYPICAL - PER LIGHTING PLAN); REFER TOSHEETZ DETAIL 33 AND LIGHTING PLANS BY OTHERS.
ZS49 ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA AND LOCAL CODES) R7-8A(MUTCD).
ZS50 VAN ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA AND LOCALREQUIREMENTS) R7-8A (MUTCD).
ZS51 ADA ACCESSIBLE AISLE AND STRIPING, PER ADA AND LOCAL CODES.
ZS52 ADA ACCESSIBLE PARKING SPACE AND SYMBOL STRIPING. PER ADA ANDLOCAL CODES.
ZS54 PAINTED 4" WIDE PARKING STRIPES (TYP.).
ZS55 PAINTED DIRECTIONAL TRAFFIC ARROW (TYP.); PER LOCAL CODES.
ZS56 PAINTED UNDERGROUND STORAGE TANK PAVEMENT MARKING.
ZS57 30"x30" R1-1 "STOP" SIGN AND 24" WIDE "STOP" BAR.
ZS61 DRIVE-THRU CANTILEVERED CLEARANCE BAR; REFER TO BAR DETAILS ONDT-1 AND DT-2.
ZS62 DRIVE-THRU ORDER POINT; REFER TO ORDER POINT DETAILS ON DT-2.
ZS63 DRIVE-THRU MENU BOARD; REFER TO MENU BOARD DETAIL ON DT-2.
ZS64 DRIVE-THRU CURB AND PAD; REFER TO SHEETZ DETAIL 10.
ZS65 DRIVE-THRU "PICK UP" PARKING SPACE; REFER TO PAINTING DETAIL ONDT-1.
ZS66 24" CONCRETE FLUME
ZS67 4" WHITE GORELINE
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42.26'
SITE LAYOUT NOTES
1. CONTRACTOR SHALL REFER TO THE SHEETZ ARCHITECTURAL PLANS FOR THE EXACT LOCATIONOF UTILITY ENTRANCES, BUILDING DIMENSIONS, ROOF LEADERS, EXIT DOORS, EXIT RAMPS ANDPORCHES.2. ALL DIMENSIONS ARE TO BUILDING FACE, FACE OF CURB, OR EDGE OF SIDEWALK UNLESS NOTEDOTHERWISE. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED.3. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS FOR THE INSTALLATION OF TRAFFICSIGNAGE AND PAVEMENT MARKINGS AS SHOWN ON THE CONSTRUCTION PLANS.4. ALL NON-LANDSCAPED ISLANDS SHALL BE PAINTED WITH STRIPES 4" WIDE, AT 45° AND 2 FEET O.C.5. ALL STRIPING SHALL BE 4" WIDE UNLESS NOTED OTHERWISE.6. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF THE SHEETZ MAIN FREESTANDING SIGNWITH THE SHEETZ CONSTRUCTION MANAGER.7. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHERPERTINENT INFORMATION.8. ALL DIMENSIONS SHOWN ON THIS PLAN SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TOCONSTRUCTION. CONTRACTOR SHALL NOTIFY SHEETZ REPRESENTATIVE AND DESIGN ENGINEEROF ANY DISCREPANCIES BETWEEN THE PLAN AND FIELD CONDITIONS. CONTRACTOR ISRESPONSIBLE FOR ALL DIMENSIONS AT THE PROJECT SITE.9. SEE DETAILS SHEETS FOR ADDITIONAL CONSTRUCTION INFORMATION.10. CONTRACTOR SHALL NEATLY SAW-CUT ALL JOINTS WHERE THE PROPOSED CONSTRUCTION MEETEXISTING PAVEMENT AND CONCRETE.
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PLANT SCHEDULE
SYMBOL TREE QTY.BOTANICAL NAME COMMON NAME
MIN.INSTALLATIONSIZEDECIDUOUSSHADE TREE PROV'D
NS 2 NYSSA SYLVATICA BLACKGUM 2" CAL. (MIN.)
QL 4 QUERCUS LAURIFOLIA LAUREL OAK 2" CAL. (MIN.)
LI 8 LAGERSTROEMIA INDICA CRAPEMYRTLE 2" CAL. (MIN.)
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITHALL NEW HANOVER COUNTY, NCDEQ, AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS
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64250.006
REFER TO SHEET C6.1 FOR LANDSCAPE NOTES AND REQUIREMENTS.
STREETSCAPE PLANTINGS BYOVERALL DEVELOPER. REFER TORIVERVIEW ENGINEERING PLANS.
STREETSCAPE PLANTINGS BYOVERALL DEVELOPER. REFER TORIVERVIEW ENGINEERING PLANS.
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: November 24, 2025
Subject: Sheetz – Alexander Rd
NCDOT Projects:
• U-4902D – Market Street: Middle Sound Loop Road to Mendenhall Drive / Marsh Oaks
Drive. Construct access management improvements. Is in direct proximity of this site’s
location.
WMPO 2050 MTP Projects:
• U-4902D: Is also in the 2050 WMPO MTP.
New Hanover County Projects:
• N/A
TIA: A TIA for Sheetz Alexander Rd was approved by the WMPO on February 12, 2025. All
improvements outlined in the approved TIA are required. Please reach out to Caitlin Cerza
(Caitlin.Cerza@wilmingtonnc.gov), the WMPO’s Transportation Planning Engineer, if any
questions arise related to the TIA. The TIA approval with conditions letter will be attached to
these comments.
February 12, 2025 REVISED June 4, 2025 REVISED June 23, 2025
Colin Kinton, PE
McAdams
80 Charlotte Street, Suite 40
Asheville, NC 28801
RE: Revised Approval with conditions of the Traffic Impact Analysis (TIA) associated with the proposed
Alexander Road Retail Development in New Hanover County, North Carolina
Dear Mr. Kinton:
The WMPO has coordinated the review of the Alexander Road Retail Development TIA (sealed December 24,
2024), 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 consist of following land
uses and intensities:
Build Year 2027:
ITE Land Use Code 215 Single-family (Attached) – 14 DU 12 DU
ITE Land Use Code 937 Coffee Shop with Drive Through Window – 1,850 SF 3,250 SF
ITE Land Use Code 945 Convenience Store/Gas Station (5.5-10 KSF) – 12 VFP
Based upon the review of the analysis provided, the following improvements are required of this development:
US 17 BUS (Market Street) at SR 1345 (Alexander Road) (existing unsignalized intersection; future signalized
leftover)
No improvements are required.
US 17 (Market Street) at Site Access 1 (proposed unsignalized right-in/right-out intersection)
Construct Site Access 1 (eastbound approach) as a right-in/right-out intersection with one ingress lane and
one egress lane.
Provide stop control for the eastbound approach.
Provide an internal protected stem of 100 feet, as measured from the right-of-way line.
Revised Approval with conditions of Alexander Road Retail Development (New Hanover County)
Page 2 of 3
Construct a southbound right turn lane on Market Street with 125 feet of full width storage and appropriate
deceleration and taper lengths.
SR 1345 (Alexander Road) at Site Access 2 (proposed unsignalized full movement intersection)
Construct Site Access 2 (southbound approach) with one ingress lane and one egress lane.
Provide stop control for the southbound approach.
Provide an internal protected stem of 50 feet, as measured from the right-of-way line.
Construct a westbound right deceleration lane on Alexander Road with 50 feet of full width storage and
appropriate taper length.
SR 1345 (Alexander Road) at Site Access 3 (proposed unsignalized full movement intersection)
Construct Site Access 3 (westbound approach) with one ingress lane and one egress lane.
Provide stop control for the westbound approach.
Provide an internal protected stem of 50 feet, as measured from the right-of-way line.
SR 1345 (Alexander Road) at Site Access 4 (proposed unsignalized full movement intersection)
Construct Site Access 4 (westbound approach) with one ingress lane and one egress lane.
Provide stop control for the westbound approach.
Provide an internal protected stem of 50 feet, as measured from the right-of-way line.
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 to the WMPO for review by
NCDOT 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
Revised Approval with conditions of Alexander Road Retail Development (New Hanover County)
Page 3 of 3
Ec: Ben Hughes, PE, District Engineer, NCDOT
Jon Roan, Deputy District Engineer, NCDOT
Frank Mike, Assistant District Engineer, NCDOT
Michael Bass, Assistant District Engineer, NCDOT
Stonewall Mathis, PE, Division Traffic Engineer, NCDOT
Madi Lee, PE, Development Review Engineer, NCDOT
Bryce Cox, Senior Assistant Traffic Engineer, NCDOT
Robert Farrell, Development Review Supervisor, New Hanover County
Abby Lorenzo, MPA, Deputy Director, WMPO
Sunset Townes Amenity Center – 2696 Alvernia Dr – TRC Review
Page | 1
To: James Yopp, Sunset Townes POA Inc.
From: Zach Dickerson, Senior Planner
Date: December 17 Technical Review Committee (TRC)
PID#: R02400-002-633-000
Egov# SITECN-25-000116
Subject: 2696 Alvernia Drive – Sunset Townes Amenity Center - 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 December 17, 2025, TRC meeting. Additional
comments may be made upon further review of subsequent revisions.
Sunset Townes Amenity Center – 2696 Alvernia Dr – TRC Review
Page | 2
Planning, Zach Dickerson 910-798-7450
Compliance with local UDO requirements
1. General Comments
a. Zoning district is R-15, Residential
b. This project encompasses the amenity center and pool for the Sunset Townes
neighborhood. The closest use definition for amenity center is Community Center.
c. It appears the mailbox kiosk for Sunset Townes was approved in the preliminary plan
review of this development- can you confirm the location? I can’t find it on the original
layout and I don’t see it on the amenity center plans.
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. The closest use for amenity center in the use table is Community Center.
b. The Community Center use requires 2.5 spaces per 1,000 sq ft.
i. 2,600 sq ft amenity center (2.6) * 2.5 = 6.5 spaces, round to 7.
ii. 8 parking spaces shown on the plan, number is sufficient.
c. Please show parking spot dimensions on the plan. 90° parking spots require a
minimum 9’x18’ size.
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. It does not appear any trees are being removed for this project as the land is already
cleared. Please confirm.
b. Note: Land disturbance permits can be issued by county Engineering before a Tree
Removal Permit is approved by Planning. However, any trees removed before the Tree
Removal Permit is issued may result in enforcement action under Section 5.3.2 of the
Unified Development Ordinance to include prohibiting any development of the site for
3 to 5 years.
Sunset Townes Amenity Center – 2696 Alvernia Dr – TRC Review
Page | 3
5. UDO Section 5.4, Landscaping and Buffering
a. Please detail parking lot landscaping. Parking lot landscaping is required at 8% of the
total area used for parking. These areas can potentially be used as parking lot islands
if they are landscaped as such.
b. Foundation plantings look good, thanks!
c. Street yard does not appear sufficient. Per staff calculations, it appears you have
approximately 251 feet of frontage on Alvernia Dr.
a. Nonresidential uses in residential zoning districts require 12 square feet of
street yard per linear foot of street frontage. 251 * 12 = 3,012 sq ft of street
yard.
b. The area where the trees are planted as shown on the plan appears to be a
little over 1,500 sq ft.
c. Shrubs are also required.
d. The street yard can be planted in any configuration provided the minimum
square footage is met.
e. Minimum width is 8 feet, maximum is 18 feet.
d. All planting materials must comply with the approved planting materials listed in the
New Hanover County Tree & Landscaping Manual. The species and size must be listed
in the final landscape plan indicating compliance with the manual. Or evidence the
proposed plant species are acceptable from the county Agricultural Extension office.
Sunset Townes Amenity Center – 2696 Alvernia Dr – TRC Review
Page | 4
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. Check to see if the locations of any freestanding signs are shown on the plan. If the
sign is along a DOT maintained road or near an intersection with a DOT road (including
the driveway access). They need to show the required DOT sight triangles on the plan
and the sign location must be outside the sight triangles.
b. If no freestanding signs are shown on the property, ask the question whether any
signs are planned? And that if signs will be added, the plans need to show the location,
but not the size.
c. For any signs on the site, a separate sign permit must be submitted and reviewed by
the county for compliance with Section 5.6 of the UDO for standards at or after the
submittal of the separate zoning compliance and construction permits for the primary
building or use. Any approvals granted by the TRC for the site design is not an approval
for the ultimate size or placement of the sign.
8. UDO Section 5.7, Conservation Resources
a. The conservation resource map does not indicate that there are any conservation
resources on this property.
9. UDO Article 9, Flood Damage Prevention
a. A portion of this property is in the 500-year and the AE floodplain.
b. FRIS panel is number 3210.
c. Please delineate the floodplain boundaries on the site plan- it does not appear that
any buildings for this site plan are located in the floodplain.
Sunset Townes Amenity Center – 2696 Alvernia Dr – TRC Review
Page | 5
NHC Fire Services, Ray Griswold 910-798-7448
Compliance with NC Fire Code
1. Fire finals required.
2. Portable fire extinguishers per NFPA 10.
3. NFPA 704 marking on Pool Chemical Storage and pump rooms required.
NHC Engineering, Galen Jamison 910-798-7072
Stormwater management and land disturbance
1. A revision to STMW-22-0018 will be required. Should any stormwater conveyance measures
be proposed, please include the requisite calculations with the permit submission. Please
digitally submit the permit applications documentation revisions with requisite review fees
using STMW-22-0018 to the COAST online permit portal (https://newhanovercountync-
energovpub.tylerhost.net/apps/selfservice#/home.
2. A revision to LNDP-19-0016will be required. Please digitally submit the permit applications
documentation revisions with requisite review fees using LNDP-19-0016 to the COAST online
permit portal (https://newhanovercountync-
energovpub.tylerhost.net/apps/selfservice#/home.
3. Please contact the State for their stormwater permit requirements. It is anticipated a minor
modification to SW8 220307 will be required.
NHC Environmental Health, Dustin Fenske 910-798-6732
Septic tanks and wells
1. Surrounding properties are connected to public sewer. Site must connect to public sewer.
2. Surrounding properties are connected to public water. Site must connect to public water.
3. Pool plans must be submitted to NHC Environmental Health and approved prior to building
permit issuance.
Sunset Townes Amenity Center – 2696 Alvernia Dr – TRC Review
Page | 6
NHC Addressing, McCabe Watson 910-798-7068
Street naming and property address
1. No comments, existing address is acceptable.
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
Public water and sewer
1. CFPUA TRC Comments provided are preliminary comments only.
2. CFPUA is moving toward becoming paperless. When ready to submit plan review package,
upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-
Plan-Review-103.
3. Water is private, behind CFPUA master meter; private sewer.
NCDOT, Nick Drees 910-343-3915
Driveway access and state road improvements
1. No comments- nothing else required.
WMPO, Luke Hutson 910-343-3915
New Hanover County contracted traffic engineering services comments:
1. See attached.
Sunset Townes Amenity Center – 2696 Alvernia Dr – TRC Review
Page | 7
Project information also provided to the following state agencies and non-regulatory local
agencies for their awareness:
New Hanover County Emergency Management
New Hanover County Schools
NC Department of Environmental Quality (DEQ)
NC DEQ Division of Coastal Management
NC DEQ Division of Energy, Mineral, and Land Resources
New Hanover County Sustainability Manager
New Hanover County Soil and Water Conservation
US Army Corps of Engineers
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: December 1, 2025
Subject: Sunset Towns Clubhouse
Comments:
• If the amenity center will be open to the public or to those outside the Sunset Towns
community, the trip generation will need to be reassessed to determine if a TIA is
required.
NCDOT Projects:
• N/A
WMPO 2050 MTP Projects:
• N/A
New Hanover County Projects:
• N/A
TIA: The amenity center will be used by the Sunset Towns community and subject to mainly
internal traffic, and not open to the public, a TIA is not required.
Holly Shelter Road Business Park – TRC Review Page | 1
To: Ana Wadsworth, The Wooten Company
From: Robert Farrell, Development Review Supervisor
Date: December 17, 2025 Technical Review Committee (TRC)
PID#: R01200-002-012-000, R01200-002-001-000, R01200-002-009-000, R01200-002-010-
000, R01200-002-008-000
Egov# SITECN-25-000113
Subject: 5900-6100 block of Holly Shelter Road – Holly Shelter Business Park Entrance Road
and Utility Infrastructure - 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.
Holly Shelter Road Business Park – TRC Review Page | 2
The following comments have been received for the December 17, 2025, TRC meeting. Additional
comments may be made upon further review of subsequent revisions.
Planning, Robert Farrell, rfarrell@nhcgov.com
Compliance with local UDO requirements
1. General Comments
a. The property is zoned I-2, Heavy Industrial.
b. Based on the description in the application staff understands the intended use is
“Utility Lines, Structures, and / or Facilities; General” which the Unified Development
Ordinance (UDO) defines the use as
i. Lines, facilities, or structures engaged in the treatment, transmission, and / or
distribution of electricity, gas, steam, water, sewer, cable, or other utility not
otherwise specified by this ordinance.
ii. While plans and phases for future development are not included in the
application, the proposed infrastructure is part of the initial groundwork for a
future business park.
iii. The plans include a divided road, a sewer pump station, equipment storage
and staging area for the project, and a stormwater pond.
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.
2. UDO Section 5.1, Parking and Loading
a. No parking spaces required. Table 5.1.2.A states the use of Utility Lines, Structures and
/ or Facilities, General require a minimum of 2 parking spaces for every 1,000 square
feet of office facilities. Since the project does not propose any office space no parking
is 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.
Holly Shelter Road Business Park – TRC Review Page | 3
4. UDO Section 5.3, Tree Retention
a. Tree removal permit TR-23-000040 was issued August 10, 2023. The site was cleared
except for a required perimeter of existing trees.
5. UDO Section 5.4, Landscaping and Buffering
a. Transitional and parking lot landscaping and buffers are not required. Plans indicate
a row of plantings around the exterior of the fenced compound.
b. Please state the paved area inside the compound is understood to be an internal drive
and work area which would exempt the interior of the compound from foundation
planting requirements.
6. UDO Section 5.5, Lighting
a. Please confirm no exterior lighting is proposed for the project.
b. If exterior lighting is proposed, please note that a lighting plan is not required for TRC
approval but will be required prior to issuance of construction plan approvals.
7. UDO Section 5.6, Signs
a. Plans do not indicate any freestanding signs proposed as part of the development. If
any freestanding signs are proposed as part of the infrastructure plans, please show
the location on the plans.
b. For any signs on the site, a separate sign permit must be submitted and reviewed by
the county for compliance with Section 5.6 of the UDO for standards at or after the
submittal of the separate zoning compliance and construction permits for the primary
building or use. Any approval granted by the TRC for the site design is not an approval
for the ultimate size or placement of the sign.
8. UDO Section 5.7, Conservation Resources
a. The New Hanover County Conservation Resources map indicates the entire site is
within a pocosin conservation resource. Pocosin conservation resources must be
underlaid with Class IV soils to trigger the standards of Section 5.7.
b. The county soils map indicates only approximately 1.3 acres of Class IV soils on the
property, which is below the minimum distinct area of 2.5 acres and below the
minimum 5 acres required to trigger requirements for additional conservation.
9. UDO Article 9, Flood Damage Prevention
a. Site is not within a Special Flood Hazard Area.
Holly Shelter Road Business Park – TRC Review Page | 4
NHC Fire Services, Ray Griswold 910-798-7448
Compliance with NC Fire Code
1. Fire Finals required
2. A fire hydrants needs to be at / near the main entrance to the park
3. Any Private fire mains / hydrants are to be permitted through county fire. Any hydrants that
are on Mainline are normally CFPUA. Just need to be notified once the water is turned on.
NHC Engineering, Galen Jamison 910-798-7072
Stormwater management and land disturbance
1. Since this will become a NCDOT road, all stormwater requirements and drainage design
must be approved by the DOT. No stormwater permit from the County is required. Should
the DOT drainage design not incorporate NHC stormwater ordinance, the remaining parcels
may be except from County storm attenuation requirements.
2. New Hanover County can’t issue a land disturbing permit to themselves, therefore, an
erosion and sediment control permit issued by the State will be required.
3. Please contact the State for their stormwater permit requirements. It is anticipated a low-
density stormwater with future pockets of high density permit will be required.
NHC Environmental Health, Dustin Fenske 910-798-6732
Septic tanks and wells
1. Scope of work for road improvements does not involve any aspects that require
Environmental Health review.
NHC Addressing, McCabe Watson 910-798-7068
Street naming and property address
1. Please submit street name proposals prior to TRC approval.
2. Please contact me for address assignment for pump station site following TRC approval.
Holly Shelter Road Business Park – TRC Review Page | 5
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
Public water and sewer
1. CFPUA TRC Comments provided are preliminary comments only.
2. CFPUA is moving toward becoming paperless. When ready to submit plan review package,
upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-
Plan-Review-103.
3. CFPUA water and sewer available via mainline extensions and pump station installation.
4. Project currently in CFPUA Plan Review
NCDOT, Nick Drees 910-343-3915
Driveway access and state road improvements
1. See attached.
WMPO, Luke Hutson 910-473-5130
New Hanover County contracted traffic engineering services comments:
1. See attached.
Project information also provided to the following state agencies and non-regulatory local
agencies for their awareness:
New Hanover County Emergency Management
New Hanover County Schools
New Hanover County Sustainability Manager
New Hanover County Soil & Water
NC Department of Environmental Quality (DEQ)
NC DEQ Division of Coastal Management
NC DEQ Division of Energy, Mineral, and Land Resources
US Army Corps of Engineers
STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
JOSH STEIN DANIEL H. JOHNSON
GOVERNOR SECRETARY
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
Memorandum
DATE: December 4, 2025 TO: New Hanover County Technical Review Committee
SUBJECT: Holly Shelter Business Park – 6000 Block of Holly Shelter Road ________________________________________________________________________
These are preliminary comments and are based on the plans as submitted for the proposed
site. They are subject to further review upon receipt of any additional information.
Subsequently, additional comments and/or requirements may be necessary for this site.
General Comments:
NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT
Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx
You can coordinate with the District Office with any questions 910-398-9100.
NCDOT Driveway Permit:
An NCDOT Driveway permit has been submitted to NCDOT for review.
• Permit # D033-065-25-00164.
NCDOT Encroachment Agreement:
An NCDOT Encroachment Agreement is required for any utility connections or
installations within the NCDOT right-of-way (form 16.6).
• Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for
required documents and site plan information.
An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths
installed within the NCDOT right-of-way (form 16.6).
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
Required Roadway Improvements:
SR 1002 (Holly Shelter Road) at Site Access 1 (proposed signalized intersection):
• Phase 1:
o Construct the northbound approach with one (1) ingress lane and two (2)
egress lanes, striped as an exclusive left turn lane and an exclusive right
turn lane.
o Provide stop control for the northbound approach.
o Provide an internal protected stem of 250 feet, as measured from the right-
of-way line.
o Construct an eastbound right turn lane with 300 feet of full width storage
and appropriate deceleration and taper lengths.
• Phase 2:
o Signalize the intersection.
o Restripe the northbound approach as an exclusive left turn lane and a
shared left/right turn lane.
o Construct a second receiving lane on westbound Holly Shelter with 2,000
feet of full width storage and appropriate taper.
o Construct a westbound left turn lane with 100 feet of full width storage and
appropriate deceleration and taper lengths.
• Refer to the NCDOT Roadway Design Manual for help with the design of any
required roadway improvements.
o Figure 8-10 Recommended Treatment for Turn Lanes.
Site Plan Comments:
Subdivision Review Information:
• General Statute 136-102.6 states, any subdivision built, planned, platted, or
recorded after October 1, 1975, must be built to current NCDOT standards to
include the dedication of right-of-way as public to be considered for addition.
• Refer to the NCDOT Subdivision Roads Minimum Construction Standards for
additional information.
• Business Park Road is proposed to be a future public road and is currently going
through the subdivision review process.
• At this time the proposed design is not approved and will require design revisions.
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120 North Boylan Avenue x Raleigh, NC 27603-1423
(919) 828-0531 x thewootencompany.comLicense Number : F-0115
NOT TO SCALE NOT TO SCALE
PROJECT AREA MAP
NOT TO SCALE G-0.00
NEW HANOVER COUNTY
AUGUST 2025
NORTH CAROLINA
CHRIS COUDRIET
COUNTY COMMISSIONERS
COUNTY MANAGER
BILL RIVENBARK, CHAIRLEANN PIERCE, VICE-CHAIRDANE SCALISESTEPHANIE WALKERROB ZAPPLE
VICINITY MAP
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REVISIONS
FINAL DRAWINGFOR REVIEW PURPOSES ONLYNOT RELEASED FOR CONSTRUCTIONHOLLY SHELTER ROAD BUSINESS PARK
ROADWAY INFRASTRUCTURE IMPROVEMENTS - PHASE 1
SITE DATA TABLE:
SITE ADDRESS:LAT: N034.3620LONG: W077.8476
EXISTING PARCEL ZONING:I-2-INDUSTRIAL DISTRICT
ADJACENT PARCEL ZONING:I-2-INDUSTRIAL DISTRICT
PARCEL ID#'sR01200-002-001-000R01200-002-009-000R01200-002-012-000R01200-002-011-000R01200-002-010-000
OWNER INFO:SIDBURY LAND & TIMBER LLC1201 GLEN MEADE RD, WILMINGTON, NC 28401HILL@CAMERONCO.COM(910) 512-3263
ENGINEER:THE WOOTEN COMPANY120 N BOYLAN AVE, RALEIGH, NC 27603ANASTASIA M. WADSWORTH - ENGINEERMATTHEW M. SORRENTINO - SITE DESIGNERAWADSWORTH@THEWOOTENCOMPANY.COMMSORRENTINO@THEWOOTENCOMPANY.COM(919) 828-0531
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A AREA
ABND ABANDONED
ABC AGGREGATE BASE COURSE
AFF ABOVE FINISHED FLOOR
APRX APPROXIMATE
ASPH ASPHALT
ASSY ASSEMBLY
AVG AVERAGE
ARV AIR RELEASE VALVE
AZ AZIMUTH
AWWA AMERICAN WATER WORKSASSOCIATION
B-B BACK OF CURB TO BACK OF CURB
BLDG BUILDING
BM BENCHMARK
BO BLOW-OFF
BOA BLOW-OFF ASSEMBLY
BOT BOTTOM
BW BARBED WIRE
C&G CURB AND GUTTER
CB CATCH BASIN
C CENTERLINE
CIP CAST IRON PIPE
CI CURB INLET
CLR CLEARANCE
CM CONCRETE MONUMENT
CMP CORRUGATED METAL PIPE
CMU CONCRETE MASONRY UNIT
CO CLEAN OUT
COMM COMMUNICATIONS
CONC CONCRETE
CONT CONTINUOUS
CSTR CONSTRUCTION
CONTR CONTRACTOR
COR CORNER
CPED CABLE TV PEDESTAL
CLVT CULVERT
DDEPTH
DI DROP INLET
DIA DIAMETER
DIP DUCTILE IRON PIPE
DIM DIMENSION
DISCH DISCHARGE
DIST DISTANCE
DNF DID NOT FIND
DOT DEPARTMENT OF TRANSPORTATION
DW DOMESTIC WATER
DELTA
E EAST
E-E EDGE OF PAVEMENT TO EDGE OFPAVEMENT
EACH EACH
EFF EFFLUENT
EIP EXISTING IRON PIPE
EL ELEVATION
ELEC ELECTRIC
EPED ELECTRIC PEDESTAL
EP EDGE OF PAVEMENT
EW EACH WAY
EWTR EDGE OF WATER
Ex EXISTING
EXPJT EXPANSION JOINT
FDC FIRE DEPARTMENT CONNECTION
FFE FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FH FIRE HYDRANT
FHA FIRE HYDRANT ASSEMBLY
FHL FIRE HYDRANT LEG
FHV FIRE HYDRANT VALVE
FIN FINISH
FLG FLAG
FLNG FLANGE
FM FORCE MAIN
FOHH FIBER OPTIC HAND HOLE
FOM FIBER OPTIC MARKER
FOPD FIBER OPTIC PEDESTAL
FP FIRE PROCECTION
FPS FEET PER SECOND
FT FEET
FTG FOOTING
G GAS
GA GAUGE
GALV GALVANIZED
GM GAS METER
GPM GALLONS PER MINUTE
GR GRADE
GTV GATE VALVE
GV GAS VALVE
GYP GYPSUM
HCP HANDICAPPED
HH HAND HOLE
HORZ HORIZONTAL
HP HORSE POWER
HWA HIGH WATER ALARM
HWL HIGH WATER LEVEL
ID INSIDE DIAMETER
IN INCH
IN/HR INCHES PER HOUR
INF INFLUENT
INT INTERSECTION
INV INVERT
IPS IRON PIPE SET
ISL ISLAND
JB JUNCTION BOX
KWY KEYWAY
L LENGTH
LF LINEAR FEET
LP LIGHT POLE
LT LEFT
LWL LOW WATER LEVEL
MAX MAXIMUM
MATL MATERIAL
MECH MECHANICAL
MFR MANUFACTURER
MH MANHOLE
MIN MINMUM
MJ MECHANICAL JOINT
MON MONUMENT
N NORTH
NAD 83 NORTH AMERICAN DATUM 83
NCWN NORMAL CROWN
NC GRID NORTH CAROLINA GRID
NCGS NORTH CAROLINA GEODETIC SURVEY
No. NUMBER
NOM NOMINAL
NTS NOT TO SCALE
NWL NORMAL WATER LEVEL
N/A NOT AVAILABLE
N/R NOT REQUIRED
OC ON CENTER
OD OUTSIDE DIAMETER
OH OVERHEAD
ORIG ORIGINAL
P PROPERTY LINE
PC POINT OF CURVATURE
PE PLAIN END
PED PEDESTAL
PI POINT OF INTERSECTION
PIV POST INDICATOR VALVE
POB POINT OF BEGINNING
POC POINT OF CONNECTION
POE POINT OF ENDING
PRV PRESSURE REDUCING VALVE
PSI POUNDS PER SQUARE INCH
PT POINT OR POINT OF TANGENCY
PUE PERMANENT UTILITY EASEMENT
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
R RADIUS
RCP REINFORCED CONCRETE PIPE
REF REFERENCE
REQ'D REQUIRED
REINF REINFORCED
RET RETAINING
REV REVISED
RPM REVOLUTIONS PER MINUTE
RPZ REDUCED PRESSURE ZONE
RT RIGHT
R/W RIGHT-OF-WAY
SSOUTH
SCH SCHEDULE
SDMH STORM DRAINAGE MANHOLE
SF SILT FENCE
SHT SHEET
SGNL SIGNAL POLE
SPECS SPECIFICATIONS
SQ SQUARE
SS SANITARY SEWER
SSMH SANITARY SEWER MANHOLE
SSTL STAINLESS STEEL
ST STREE
STA. STATION
STD STANDARD
SYM SYMBOL
S/W SIDEWALK
T TANGENT
TBM TEMPORARY BENCHMARK
TCE TEMPORARY CONSTRUCTION EASEMENT
TCP TERRA COTTA PIPE
TDD TEMPORARY DIVERSION DITCH
TEMP TEMPORARY
THH TELEPHONE HAND HOLE
THK THICK
TOC TOP OF CURB
TOP TOP OF SLOPE
TOW TOP OF WALL
TPED TELEPHONE PEDESTAL
TPHN TELEPHONE
TRANS TRANSFORMER
TRFCBX TRAFFIC SIGNAL CONTROL BOX
TRFCPL TRAFFIC SIGNAL POLE
TYP TYPICAL
UMKR UTILITY MARKER
UP UTILITY POLE
U/G UNDERGROUND
VC VERTICAL CURVE
VCP VITRIFIED CLAY PIPE
VERT VERTICAL
VOL VOLUME
VPC VERTICAL POINT OF CURVATURE
VPI VERTICAL POINT OF INTERSECTION
VPT VERTICAL POINT OF TANGENCY
WL WATER LINE
WM WATER METER
WT WEIGHT
WV WATER VALVE
WTP WATER TREATMENT PLANT
WWF WELDED WIRE FABRIC
WWTP WASTE WATER TREATMENT PLANT
W/WITH
YH YARD HYDRANT
YI YARD INLET
LEGEND
FONT STYLE INDICATES DESIGN FEATURES
SURVEY
CODE PROPOSED
BENCHMARK BM
CONCRETE MONUMENT FOUND CMF
CONCRETE MONUMENT SET CMS
CONTROL POINT CP
GEOTECHNICAL BORE BORE
IRON PIPE FOUND IPF
IRON PIPE SET IPS
IRON ROD FOUND IRF
IRON ROD SET IRS
MAG NAIL FOUND MNF
MAG NAIL SET MNS
MILE MARKER (HWY)MM
MILE MARKER (RR)MM
NAIL FOUND NLF
NAIL SET NLS
PK NAIL FOUND PKF
PK NAIL SET PKS
PROPERTY LINE
TEMPORARY BENCHMARK TBM
WETLAND FLAG WLF
ROADWAY
CODE PROPOSED
ASPHALT DRIVEWAY
ASPHALT OVERLAY
BRICK DRIVEWAY
BRICK SIDEWALK / WALKWAY
BRIDGE BRDG
CONCRETE DRIVEWAY
CONCRETE DRIVEWAY(STAMPED)
CONCRETE SIDEWALK /WALKWAY SWLK
BACK OF CURB BC
FACE OF CURB FC
EDGE OF PAVEMENT EP
FLOWLINE FLOW
GUARDRAIL GDRL
GRAVEL DRIVEWAY / PATH
SOIL DRIVEWAY / PATH
UTILITIES
CODE PROPOSED
CABLE TV CABLE CTV
CABLE TV HAND HOLE CHH
CABLE TV PEDESTAL CPED
UNDERGROUND ELECTRICALCABLE UGE
OVERHEAD ELECTRICAL WIRE OHE
ELECTRICAL HAND HOLE EHH
ELECTRICAL MANHOLE EMH
ELECTRICAL METER EM
ELECTRICAL PEDESTAL EPED
FIBER OPTIC CABLE FOC
FIBER OPTIC HAND HOLE FOHH
GAS LINE GL
GAS LINE w/SIZE GL
GAS METER GM
GAS VALVE GV
GUY / ANCHOR WIRE GUY
LIGHT POLE / AREA LIGHT LP
POWER POLE PP
STEAM MANHOLE STMH
TELECOMMUNICATIONS CABLE COM
TELECOMMUNICATIONSMANHOLE TMH
TELEPHONE CABLE COM
TELEPHONE HAND HOLE THH
TELEPHONE PEDESTAL TPED
TRAFFIC SIGNAL BOX TFCB
TRAFFIC SIGNAL POLE TFCP
TRANSFORMER TRNS
UTILITY MARKER / WARNINGPOST WIT
UTILITY POLE UP
CTV
UGE
OHE
FOC
G
COM
COMEASEMENTS
PROPOSED
ACCESS EASEMENT AE
DRAINAGE EASEMENT SDE
PUBLIC UTILITY EASEMENT UE/PUE
RIGHT-OF-WAY RW
RIGHT-OF-WAY (RAILROAD)RRW
SEWER EASEMENT SSE
TEMPORARY CONSTRUCTIONEASEMENT TCE
WATER EASEMENT WLE
PERMANENT ACCESSEASEMENT PAE
AE
PDE
PUE
RW
SSE
TCE
WLE
EROSION CONTROL
CODE PROPOSED
CHECK DAM RCHK
INLET PROTECTION
RIP-RAP RPRP
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE @ACCESS EASEMENT
LIMITS OF DISTURBANCE @EDGE OF PAVEMENT
LIMITS OF DISTURBANCE @RIGHT-OF-WAY
LIMITS OF DISTURBANCE @UTILITY EASEMENT
LIMITS OF DISTURBANCE @TEMPORARY CONSTRUCTIONEASEMENT
LIMITS OF DISTURBANCE @TEMPORARY CONSTRUCTIONACCESS
RIPARIAN BUFFER - ZONE 1 RBZ1
RIPARIAN BUFFER - ZONE 2 RBZ2
SILT FENCE SF
SILT FENCE OUTLET SFOLT
SILT FENCE / TREE PROTECTIONFENCE SF/TPF
SUPER SILT FENCE SSF
TREE PROTECTION FENCE TPF
WATTLE WTTL
WATTLE BARRIER WB
LOD
LOD/PAE
LOD/EP
LOD/RW LOD/RW
LOD/UE LOD/PUE
LOD/TCE
LOD/TCA
SF
SF/TPF
SSF
TPF
WB
SITE
CODE PROPOSED
AREA LIGHT / LIGHT POLE LP
BOLLARD BOLL
BUFFER
CURB FLOW LINE
FENCE FNC
FIRE HOSE HOSE
FIRE WATER LINE FWL
SIGN SN
CUT LINE
FILL LINE
X X X X
HOSE
FWL
STORM DRAINAGE
CODE PROPOSED
CATCH BASIN / COMBINATIONINLET CB
CURB INLET CI
DROP INLET DI
FLARED END SECTION FES
JUNCTION BOX JB
DRAINAGE MANHOLE SDMH
STORM DRAINAGE PIPE
SEWER
CODE PROPOSED
AIR RELEASE VALVE INMANHOLE (FORCE MAIN)ARVMH
CLEAN OUT SSCO
SEWER FORCE MAIN FM
SEWER FORCE MAIN w/SIZE FM
GRAVITY SEWER LINE SS
GRAVITY SEWER LINE w/SIZE SS
SEWER MANHOLE SSMH
SEWER TEST PORT TPRT
FM
SS
VEGETATION
CODE PROPOSED
CONIFEROUS TREE CTREE
DECIDUOUS TREE DTREE
HEDGE / SHRUB ROW HED
LANDSCAPING LSCP
SHRUB SHB
STUMP
SHRUB (TO BE REMOVED)
TREE (TO BE REMOVED)
TREELINE / WOODS
WATER
CODE PROPOSED
AIR RELEASE VALVE INMANHOLE ARVMH
BLOW OFF BO
BLOW OFF (TEMPORARY)BO
FIRE HYDRANT FH
FIRE HYDRANT VALVE FHV
PLUG PLG
MONITORING WELL MW
REDUCER / INCREASER RDCR
WATER LINE WL
WATER LINE w/SIZE WL
WATER METER WM
WATER VALVE WV
YARD HYDRANT YH
WL
OTHER
CODE PROPOSED
FINISHED FLOOR ELEVATION,RIGHT OF ALIGNMENT FFE
FINISHED FLOOR ELEVATION,LEFT OF ALIGNMENT FFE
ABBREVIATIONS:
LVL
MMS
AMW
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINALDRAWINGFOR REVIEWPURPOSES ONLYNOT RELEASED FORCONSTRUCTION
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Dial 811 or 1-800-632-4949, or visit www.nc811.org
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G-0.02
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINALDRAWINGFOR REVIEWPURPOSES ONLYNOT RELEASED FORCONSTRUCTION
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GENERAL NOTES
1)IN ACCORDANCE WITH NORTH CAROLINA STATE LAW, ALL NECESSARY PERMITS AND ENCROACHMENTS SHALL BE OBTAINED PRIOR TO COMMENCEMENT OFCONSTRUCTION ACTIVITIES.
2) THROUGHOUT THE DURATION OF THE PROJECT THE CONTRACTOR SHALL MAINTAIN, ON THE PROJECT SITE, A COMPLETE SET OF APPROVED CONSTRUCTIONPLANS AND SPECIFICATIONS, INCLUDING ADDENDA, AS WELL AS ALL REQUIRED ENVIRONMENTAL PERMITS, NCDOT ENCROACHMENTS, AND EASEMENTS.
3) CONSTRUCTION AND MATERIAL SPECIFICATIONS SHALL CONFORM TO THE CURRENT NEW HANOVER COUNTY AND NCDOT STANDARDS AND DETAILS AS WELLAS THE CONTRACT DOCUMENTS. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE ENGINEER BEFORE EQUIPMENT OR MATERIALS ARE ORDERED.
4) THE VERTICAL CONTROL POINTS USED IN DETERMINING THE SITE ELEVATIONS SHOWN HEREIN WERE ESTABLISHED USING STATIC DIFFERENTIAL GPSMETHODS HOLDING NCGS MONUMENT "INN" AS A FIXED VERTICAL REFERENCE STATION (ELEV = 263.605 M). THE VERTICAL ERROR AFTER ADJUSTMENT IS0.002M AT A 95% CONFIDENCE LEVEL. THE VERTICAL DATUM IS NGVD 29.
5) A REGISTERED LAND SURVEYOR, AT THE CONTRACTOR'S EXPENSE, SHALL REPLACE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINESOF REFERENCE, AND CONSTRUCTION STAKES DISTURBED OR DESTROYED BY THE CONTRACTOR.
6) ONLY AS NECESSARY UTILITIES (I.E., POWER POLES, LIGHT POLES, TELEPHONE, AND CABLE PEDESTALS, ETC.) LOCATED WITHIN THE PROJECT LIMITS TO BERELOCATED BY RESPECTIVE UTILITY COMPANIES PRIOR TO COMMENCING CONSTRUCTION. COORDINATE WITH UTILITY OWNER TO VERIFY UTILITYREALIGNMENT/RELOCATION WORK IS COMPLETE PRIOR TO START OF CONSTRUCTION.
7) ALL INDIVIDUAL TREES TO REMAIN UNLESS OTHERWISE NOTED ON THE PLAN OR AS DIRECTED BY ENGINEER AND APPROVED BY OWNER. VEGETATION INPERMANENT EASEMENTS TO BE REMOVED. VEGETATION IN TEMPORARY EASEMENTS TO BE REMOVED ONLY AS NECESSARY FOR CONSTRUCTION.VEGETATION IN THE RIGHT OF WAY TO BE REMOVED IF APPROVED. COORDINATE WITH ENGINEER/OWNER.
8) TEMPORARILY REMOVE MINOR ITEMS AS REQUIRED FOR CONSTRUCTION. MINOR ITEMS SHALL INCLUDE, BUT ARE NOT LIMITED TO: FENCES, LANDSCAPING,MAILBOXES, SIGNS, ETC. REINSTALL ITEMS TO THEIR ORIGINAL CONDITION AT A LOCATION AS CLOSE TO ORIGINAL LOCATION AS PRACTICABLE.
9) APPROXIMATE LOCATION OF EXISTING UTILITIES ARE SHOWN ON DRAWINGS. NOTIFY UTILITY LOCATING SERVICE TO MARK LOCATION OF EXISTINGUTILITIES AT LEAST 3 DAYS PRIOR TO COMMENCING CONSTRUCTION ACTIVITY IN ACCORDANCE W/ ALL CURRENT 811 REQUIREMENTS. CONTRACTORRESPONSIBLE FOR VERIFYING EXACT LOCATION OF THESE EXISTING UTILITIES. THE COST TO REPAIR THESE FACILITIES, IF DAMAGED, SHALL BE THERESPONSIBILITY OF THE CONTRACTOR.
10) SUPPORT EXISTING POLES, FENCES, CULVERTS, PAVEMENT, UTILITIES, CURBING, AND OTHER STRUCTURES DURING CONSTRUCTION. RESTORE DAMAGEDITEMS TO ORIGINAL CONDITION AT NO ADDITIONAL COST.
11) STAGING AREAS SHALL BE DELINEATED WITH TREE PROTECTION FENCING AROUND EXISTING TREES.
12) SIDEWALK TO JOIN FLUSH WITH ADJACENT EXISTING OR PROPOSED CONCRETE AND ASPHALT DRIVES.
13) CONTRACTOR TO ENSURE ACCESS TO DRIVEWAYS IS MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT.
14) LAND DISTURBANCE FOR THIS PROJECT IS GREATER THAN 1 (ONE) ACRE. EROSION CONTROL PLAN APPROVAL IS REQUIRED. IT IS THE CONTRACTOR'SRESPONSIBILITY TO COMPLY WITH THE EROSION CONTROL REQUIREMENTS, DEVICES, MAINTENANCE, ETC. AS INDICATED ON THE PLANS.
15) ONE WEEK PRIOR TO CONNECTIONS BEING MADE TO EXISTING STRUCTURES AND PIPES, A COORDINATION MEETING SHALL BE HELD BETWEEN THECONTRACTOR, ENGINEER, AND OWNER TO DISCUSS THE CONSTRUCTION PLAN SUBMITTED BY THE CONTRACTOR.
16) THE ENGINEER AND THE OWNER SHALL BE NOTIFIED 24 HOURS PRIOR TO SERVICE INTERRUPTIONS OR CONNECTIONS BEING MADE. ANY SERVICEINTERRUPTED BY THE CONTRACTOR SHALL BE RETURNED TO SERVICE BEFORE THE END OF THE WORKING DAY. CONTRACTOR SHALL MAINTAIN ACCESS FORVEHICULAR AND PEDESTRIAN TRAFFIC AT ALL TIMES AND FOLLOW ANY OWNER RESTRICTIONS REGARDING HOURS OF OPERATION.
17) SAFETY AND CONVENIENCE OF THE PUBLIC NECESSITATE THAT ALL WORK, INCLUDING EXCAVATION, BE DONE IN SUCH A MANNER AS TO CAUSE MINIMUMTRAFFIC INTERRUPTION, BOTH PEDESTRIAN AND VEHICULAR. UTILITIES SUCH AS FIRE HYDRANTS, VALVES, ETC., SHALL BE ACCESSIBLE AT ALL TIMES.GUTTERS AND DRAINS SHALL BE LEFT OPEN AND CLEAR AT ALL TIMES, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DRAINAGE AROUND HISWORK. UNLESS SPECIFICALLY WAIVED BY THE PUBLIC WORKS DEPARTMENT, PROVISIONS SHALL BE MADE TO MAINTAIN VEHICULAR TRAFFIC ON ALLSTREETS IN WHICH WORK IS IN PROGRESS, AND SUITABLE WALKWAYS SHALL BE MAINTAINED FOR PEDESTRIAN TRAVEL.
18) PAVEMENTS TO BE REMOVED SHALL BE CUT ALONG STRAIGHT LINES WITH AN APPROPRIATE SAW CUT MACHINE. PAVEMENT CUTS OF CITY STREETS SHALLBE REPAIRED THE SAME DAY WITH TEMPORARY OR PERMANENT PATCHES. ONCE WORK HAS BEEN COMPLETED, TEMPORARY PATCHES SHALL BE REPLACEDWITH PERMANENT PATCHES. PAVEMENT CUTS WITHIN NCDOT RIGHT OF WAY SHALL NOT BE PERFORMED WITHOUT APPROVED ENCROACHMENT PERMITS ONSITE AND WORK SHALL CONFORM TO THE PERMITS.
19) PAVEMENT STRIPING, MARKINGS, AND DIRECTIONAL ARROWS SHALL FOLLOW NCDOT AND MUTCD STANDARDS.
SURVEY NOTES
UNLESS OTHERWISE NOTED ALL COORDINATES AND DISTANCES SHOWN HEREON ARE US SURVEY FEET GROUND MEASUREMENTS.MEASUREMENTS HAVE BEEN LOCALIZED AT NC STATE PLANE NAD 83 (2011) COORDINATES NORTH 588,000 SFT AND EAST 2,135,000SFT AND NAVD 88 ELEVATION 220 SFT YIELDING A COMBINED FACTOR OF 0.9998693172.
EROSION CONTROL NOTES:
1. INSTALL SILT FENCE OVER AND AROUND TOP OF EXISTING PIPE AND INLETS AT DISTURBED AREAS.
2. INSTALL SILT FENCE AROUND SPOIL PILES AND STOCK PILES / STAGING AREAS.
3. CONSTRUCTION OPERATIONS SHALL BE LIMITED TO THE LIMITS OF DISTURBANCE LINES SHOWN ON THE PLANS. NO CONSTRUCTION ACTIVITIES SHALLEXTEND BEYOND THESE LIMITS. IF ADDITIONAL LAND IS REQUIRED FOR BORROW OR WASTE, MATERIAL LAY-DOWN, OR STAGING AREAS, THEN THECONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THESE LANDS AND ADDITIONAL EROSION CONTROL PERMIT FOR ANY OFFSITE STAGING ORSTOCKPILE AREAS. ENSURE BORROW OR WASTE, MATERIAL LAY-DOWN OR STAGING AREAS ARE A MINIMUM OF 50' AWAY FROM DRAIN INLETS,TEMPORARY DIVERSIONS, CHANNELS, AND SURFACE WATER BODIES.
4. PROVIDE EROSION CONTROL MEASURES AROUND STOCK/WASTE PILES AND STAGING AREAS AS APPROVED BY ENGINEER. ENSURE BORROW OR WASTE,MATERIAL LAY-DOWN, STOCK PILES, OR STAGING AREAS ARE AT A MINIMUM OF 50 FEET FROM ANY STORM DRAIN INLET OR SURFACE WATER.
5. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF DUE TO LAND DISTURBING ACTIVITIES WITH SILT FENCE OR ARC FILTER AS APPROPRIATE FORSITE CONDITIONS. ROCK CHECK DAMS SHALL BE PROVIDED PER GENERAL NOTES.
6. REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WITH EQUAL OR GREATER AMOUNT OF RIP-RAP WITHIN 15 DAYS OF DISTURBANCE.
7. WHERE AREA AROUND OUTLET IS DISTURBED AND NO OUTLET PROTECTION EXISTS, CLASS "1" RIP-RAP SHALL BE PLACED AROUND PIPE OUTLET ASDIRECTED BY ENGINEER.
8. PROVIDE EROSION CONTROL MATTING IN DITCHES AND SWALES AS DIRECTED BY ENGINEER.
9. A TEMPORARY PUMP AROUND SYSTEM MUST BE UTILIZED WHEN OPEN CUTTING CROSS STREAMS. IF NO FLOW IS PRESENT, DIKES ONLY MAY BE UTILIZEDAT THE DISCRETION OF THE ENGINEER.
10. ANY SEEPAGE PUMPED OUT OF BORE PITS OR TRENCHES SHALL BE PUMPED THROUGH A DEWATERING BAG.
11. SWEEP PAVED AREAS CLEAN AS NECESSARY TO PREVENT SILT RUNOFF.
12. THE CONTRACTOR SHALL SEED, MULCH AND TACK ALL DISTURBED AREAS WITHIN SEVEN (7) DAYS AFTER BACKFILLING TRENCH. ALL SEDIMENTATIONCONTROL MEASURES SHALL BE KEPT IN OPERABLE CONDITION UNTIL A STAND OF GRASS IS ESTABLISHED AND THE AREA IS CAPABLE OF RESISTINGEROSION BY WIND AND RAIN. THE CONTRACTOR SHALL INSPECT ALL SILT FENCE AND ROCK CHECK DAMS AT LEAST WEEKLY AND IMMEDIATELY AFTERRAINFALL WHICH RESULTS IN STORMWATER FLOW INTO DITCHES. UPON STABILIZATION OF THE SEEDED AREAS, THE CONTRACTOR SHALL REMOVE SILTFENCE, CHECK DAMS AND OTHER SEDIMENTATION CONTROL MEASURES AS DIRECTED IN THE SPECIFICATIONS.
13. LIMIT TRENCHING OPERATIONS AND DISTURBANCES TO THE LENGTH THAT CAN BE STABILIZED AT THE END OF EACH DAY.
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CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD NOTES:
1. ALL INDIVIDUALS ENGAGED IN CFPUA PROJECTS MUST ADHERE TO CFPUA TECHNICAL STANDARDS, WHICH ENCOMPASS SPECIFICATIONS, STANDARDDETAILS, THE DESIGN GUIDE MANUAL, AND THE MATERIAL SPECIFICATION MANUAL. THESE DOCUMENTS PROVIDE ESSENTIAL REQUIREMENTS FORMATERIALS, CONSTRUCTION METHODS, AND DESIGN PRINCIPLES. AN UNDERSTANDING OF THE ABOVE-MENTIONED RESOURCES IS REQUIRED TO AVOIDNON-COMPLIANCE ISSUE.
2. ATTENTION: COMPLY WITH NOTES ON APPLICABLE DETAILS.
SHEET INDEX
Sheet Number Sheet Title
G-0.00 COVER
G-0.01 ABBREVIATIONS LEGEND
G-0.02 GENERAL NOTES - SHEET INDEX
G-0.03 TYPICAL SECTIONS
G-0.04 OVERALL KEY SHEET
G-0.05 OVERALL EASEMENT PLAN
G-0.06 OVERALL CONCEPTUAL SITE DEVELOPMENT PLAN
C-1.00 EXISTING CONDITIONS & DEMO PLAN
C-1.01 EXISTING CONDITIONS & DEMO PLAN
C-1.02 EXISTING CONDITIONS & DEMO PLAN
C-1.03 EXISTING CONDIONS & DEMO PLAN
C-2.00 HOLLY SHELTER RD. PLAN & PROFILE - 0+00.00-5+00.00
C-2.01 HOLLY SHELTER RD. PLAN & PROFILE - 5+00.00-9+03.13
C-2.02 PROPOSED PLAN & PROFILE - 0+00.00-5+50.00
C-2.03 PROPOSED PLAN & PROFILE - 5+50.00-9+50.00
C-2.04 PROPOSED PLAN & PROFILE - 9+50.00-15+00.00
C-2.05 PROPOSED PLAN & PROFILE - 15+00.00-20+50.00
C-2.06 PROPOSED PLAN & PROFILE - 20+50.00-26+00.00
C-2.07 PROPOSED PLAN & PROFILE - 26+00.00-27+31.47
C-2.08 PLUNGE POOL PLAN - 9+50.00-15+00.00
C-2.09 SIGHT DISTANCE EXHIBIT
C-2.10 SIGHT DISTANCE EXHIBIT
C-3.00 WATER MAIN PLAN AND PROFILE - 0+00.00-13+00.00
C-3.01 WATER MAIN PLAN AND PROFILE - 13+00.00-27+00.00
C-3.02 WATER MAIN PLAN AND PROFILES
C-3.03 GRAVITY SEWER PLAN AND PROFILE - 0+00.00-8+00.00
C-3.04 GRAVITY SEWER PLAN AND PROFILE - 8+00.00-21+46.90
C-3.05 FORCE MAIN PLAN AND PROFILE - 0+00.00-13+16.36
C-4.00 HOLLY SHELTER ROADWAY CROSS SECTIONS
C-4.01 HOLLY SHELTER ROADWAY CROSS SECTIONS
C-4.02 HOLLY SHELTER ROADWAY CROSS SECTIONS
C-4.03 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.04 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.05 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.06 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.07 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.08 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.09 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.10 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.11 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.12 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.13 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.14 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.15 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.16 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.17 BUSINESS PARK ROADWAY STORM PROFILES
C-5.00 ROADWAY MARKING PLAN
C-5.01 ROADWAY MARKING PLAN
C-5.02 ROADWAY MARKING PLAN
C-5.03 ROADWAY MARKING PLAN
C-6.00 EROSION CONTROL - PHASE I
C-6.01 EROSION CONTROL - PHASE I
C-6.02 EROSION CONTROL - PHASE I
C-6.03 EROSION CONTROL - PHASE I
C-6.04 EROSION CONTROL - PHASE I
C-6.05 EROSION CONTROL - PHASE I
C-6.06 EROSION CONTROL - PHASE II
C-6.07 EROSION CONTROL - PHASE II
C-6.08 EROSION CONTROL - PHASE II
C-6.09 EROSION CONTROL - PHASE II
C-6.10 EROSION CONTROL - PHASE II
C-6.11 EROSION CONTROL - PHASE II
C-6.12 EROSION CONTROL - PHASE III
C-6.13 EROSION CONTROL - PHASE III
C-6.14 EROSION CONTROL - PHASE III
C-6.15 EROSION CONTROL - PHASE III
C-6.16 EROSION CONTROL - PHASE III
C-6.17 EROSION CONTROL - PHASE III
C-6.18 SEDIMENT DEVICE SIZING AND DRAINAGE AREAS
C-7.00 UTIITY DETAILS
C-7.01 UTILITY DETAILS
C-7.02 ROADWAY DETAILS
C-7.03 EROSION CONTROL DETAILS
C-7.04 EROSION CONTROL DETAILS
C-7.05 STORM WATER DETAILS
EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND CERTIFICATE OF COVERAGE(COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES (INCLUDINGTIMBERING AND DEMOLITION) OCCUR.
PHASE I
1. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OFCOVERAGE MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES(INCLUDING TIMBERING AND DEMOLITION) OCCUR.
2. POST SEDIMENTATION & EROSION CONTROL APPROVAL AT A CONSPICUOUSLOCATION AT THE PROJECT SITE.
3. CALL NCDEQ AT THE WILMINGTON REGIONAL OFFICE - LAND QUALITY SECTION(910-796-7215) TO SCHEDULE A PRE-CONSTRUCTION MEETING AT LEAST 48 HOURSPRIOR TO PROJECT ACTIVATION.4. CONSTRUCTION ACTIVITIES THAT HAVE AN E&SC PLAN APPROVED ON OR AFTERAPRIL 1, 2019 ARE REQUIRED TO FILL OUT AND SUBMIT AN ELECTRONIC NOTICE OFINTENT (E-NOT) FORM. ALL CONSTRUCTION ACTIVITIES AREA REQUIRED TO FOLLOWTHE NEW NCG01 PERMIT REGARDLESS OF WHEN THEY ARE APPROVED.
5. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OFCOVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIESOCCUR.6. IN ADDITION TO THE REQUIREMENTS OF THIS PLAN AND OUTLINED IN THE PROJECTSPECIFICATIONS, THE CONTRACTOR SHALL ADHERE TO THE LATEST NCDEQSEDIMENTATION AND EROSION CONTROL MANUAL FOR GUIDANCE ONCONSTRUCTION OF MEASURES REQUIRED BY THIS PLAN. CONTRACTOR SHALL ALSOADHERE TO THE SELF INSPECTION AND SELF REPORTING AND NPDES AS REQUIREDUNDER THE SEDIMENTATION POLLUTION CONTROL ACT AND NPDES STORMWATERPERMIT FOR CONSTRUCTION ACTIVITIES, NCG 010000. SEE PLAN SHEET.
7. A RAIN GAUGE WILL BE INSTALLED ON THE SITE, AND A WRITTEN RECORD OF DAILYRAINFALL AMOUNTS SHALL BE RETAINED AND MADE AVAILABLE TO DIVISION OFWATER QUALITY UPON REQUEST. AN APPROVED COPY OF THE E&SC PLAN WITHPLACARD & APPROVAL LETTER, AN APPROVED COPY OF NPDES PERMIT WITH AMINIMUM OF 30 DAYS OF SELF-INSPECTION REPORTS ARE TO BE KEPT ON SITE UNTILPROJECT CLOSURE.8. INSTALL CONSTRUCTION ENTRANCE AS INDICATED ON THE DRAWINGS.9. INSTALL ALL PERIMETER CONTROLS, SEDIMENT BASIN, CHECK DAMS, AND OUTLETPROTECTION AS INDICATED ON THE DRAWINGS.*NOTE: ES MEASURES ARE TO BE INSTALLED AT ANY AREAS USED FOR CONTRACTOREQUIPMENT STAGING, LAY DOWN/SPOIL/WASTE AREAS.10.STABILIZE ALL RUNOFF CONVEYANCE SYSTEMS AND INSTALL INLET PROTECTIONAND OUTLET PROTECTION AS INDICATED ON THE DRAWINGS.
11.ONCE THE TEMPORARY MEASURES HAVE BEEN INSTALLED, CONTACT THE STATEEROSION CONTROL FIELD ENGINEER REPRESENTATIVE TO REQUEST INSPECTION OFINSTALLED MEASURES PRIOR TO CONSTRUCTION CLEARING AND DEMOLITION.
12. AFTER THE STATE HAS CONDUCTED AN INSPECTION AND PROVIDED ANAUTHORIZATION TO PROCEED, THE REMAINING WORK MAY BEGIN.
PHASE II
1. BEGIN EARTHWORK/GRADING AS INDICATED ON THE DRAWINGS.2. STABILIZE DENUDED AREAS AND STOCKPILE AS SOON AS PRACTICAL.
3. STOCKPILES, LAYDOWN OR WASTE AREAS, CONCRETE WASHOUTS, PORTABLETOILETS, AND FUELS MUST BE LOCATED AT LEAST 50 FEET AWAY FROM ANYOPEN WATER CONVEYANCES, SUCH AS BASINS, DITCHES, STORM DRAIN INLETS,ETC. THE LOCATION OF THESE ACTIVITIES MAY BE FIELD ADJUSTED IF THEDISTANCE REQUIREMENTS ARE MET.
4. CULVERT INSTALLATION:
4.1. ALL CULVERT SECTIONS, BEDDING MATERIALS, RIPRAP, AND PUMPINGEQUIPMENT SPECIFIC TO CULVERT INSTALLATION SHALL BE LOCATED INDESIGNATED STABILIZED AREAS OUTSIDE OF BUFFER ZONES.4.2. CONSTRUCT TEMPORARY DIVERSION BERMS OR DIKES TO ISOLATE THE WORKAREA AND DIRECT UPSTREAM FLOW TO THE PUMP INTAKE LOCATION.
4.3. INSTALL A PUMP-AROUND SYSTEM, INCLUDING:
4.3.1. INTAKE SUMP WITH SEDIMENT FILTER OR ROCK CHECK.4.3.2. PRIMARY AND BACKUP PUMPS SIZED FOR PEAK BASE FLOW.
4.3.3. DISCHARGE LINE ROUTED DOWNSTREAM OF THE WORK AREA WITH ENERGYDISSIPATION (RIPRAP APRON OR OUTLET PROTECTION).
4.4. INSPECT AND TEST PUMP SYSTEM BEFORE EXCAVATION BEGINS.4.5. DURING ALL PUMPING OPERATIONS, MONITOR FLOW DURING ALL ACTIVECONSTRUCTION HOURS TO MAINTAIN DOWNSTREAM FLOW ATPRE-CONSTRUCTION LEVELS.
4.6. INSPECT DAILY FOR LEAKS, SEDIMENT DISCHARGE, OR EQUIPMENT FAILURE.MAINTAIN A BACKUP PUMP ON SITE.
4.7. BEGIN EXCAVATION WITHIN ISOLATED AREA TO THE REQUIRED CULVERT
SUBGRADE ELEVATION.
4.8. MAINTAIN STABLE SIDE SLOPES OR INSTALL SHORING AS NEEDED.
4.9. DEWATER EXCAVATION AS NECESSARY USING SUMP PUMPS WITH SEDIMENTFILTRATION.
4.10. INSTALL RIPRAP APRONS OR ENERGY DISSIPATORS AT INLET AND OUTLET PERDESIGN PLANS. ENSURE THAT OUTFLOW FROM CULVERTS ARE ROUTED TOSEDIMENT BASINS AS SPECIFIED ON THE CONSTRUCTION PLANS.
4.11. ONCE CULVERT IS INSTALLED AND SLOPES ARE STABILIZED, GRADUALLYDIVERT STREAM FLOW INTO THE NEW STRUCTURE.
4.12. REMOVE THE TEMPORARY PUMP-AROUND AND DIVERSION DIKES.
4.13. RESTORE DISTURBED AREAS TO FINAL GRADE AND STABILIZE IMMEDIATELY.
5. INSTALL WATER, ELECTRIC, AND OTHER PROPOSED UTILITIES AS INDICATED ONTHE DRAWINGS.
6. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING CONSTRUCTIONOF THE BUILDING AND INSTALLATION OF UTILITIES. INSPECT DEVICES AFTEREVERY RAINFALL EVENT AND CLEAN BEHIND THE DEVICES WHEN HALF-FULL.REPAIR OR REPLACE ANY MEASURES NOT PERFORMING AS INTENDED.
7. ANY DEWATERING FOR ESC MAINTENANCE OR UTILITY/STORM TRENCHING TOBE DONE THROUGH A SILT BAG. ALL SILT BAGS ARE TO BE CONTINUOUSLYMONITORED DURING OPERATION.
8. ALL DITCHES WILL BE LINED TO THE TOP OF BANK.
9. ANY BARE SOILS BETWEEN DOWNSTREAM TOE OF BASIN OR DIVERSIONS ANDPERIMETER MEASURES IS TO BE IMMEDIATELY SEEDED, MULCHED, AND TACKEDAFTER INSTALLATION.
10. UPSTREAM AND DOWNSTREAM SEDIMENT BASIN SLOPES WILL BE COVEREDWITH A SUITABLE RECP IMMEDIATELY AFTER SEEDING.
11. ANY VEGETATION ALONG THE TOP OF DRAINAGE WAY WILL BE MAINTAINEDWITHOUT THE USE OF HEAVY EQUIPMENT. SILT FENCE WILL BE INSTALLEDALONG TOP OF BANK, AND THE STUMPS AND ROOT WADS WILL BE LEFT INPLACE UNTIL AN APPLICABLE CROSSING IS MADE AND DISTURBED SOILS AREPERMANENTLY STABILIZED.
12. ALL SEDIMENT CONTAINMENT DEVICES MUST BE MAINTAINED UNTIL ALLAREAS HAVE BEEN STABILIZED WITH THE ESTABLISHMENT OF PERMANENTVEGETATION.
13. PERIMETER MEASURES MUST BE LEFT IN PLACE UNTIL ALL UPLAND AREAS AREPERMANENTLY STABILIZED. AFTER SITE IS PERMANENTLY STABILIZED, REMOVEALL TEMPORARY EROSION CONTROL MEASURES, AND PROVIDE PERMANENTSEEDING WHERE TEMPORARY MEASURES HAVE BEEN REMOVED AND GROUNDCOVER IS NOT ADEQUATE. SEDIMENT BASINS MAY NOT BE REMOVED ORCONVERTED TO PERMANENT SCMS UNTIL ALL UPLAND AREAS AREPERMANENTLY STABILIZED.
14. BEGIN PAVING AND INSTALL CURB AND/OR CURB AND GUTTER AS INDICATEDON THE DRAWINGS.
PHASE III1. BEGIN FINE GRADING OF SITE.
2. INSTALL PERMANENT SEEDING/SOD AS REQUIRED. COMPLY WITH THE GROUNDSTABILIZATION REQUIREMENTS AS PER PLANS AND SPECIFICATIONS. GROUNDSTABILIZATION WILL BE APPLIED WITHIN 14 CALENDAR DAYS FROM LAST LANDDISTURBING ACTIVITY. FOR STEEP SLOPES, THAT AREA MUST BE STABILIZEDWITHIN 7 CALENDAR DAYS. FOR CRITICAL AREAS, GROUND STABILIZATIONWILL BE APPLIED AT THE END OF THE DAY.
3. PERMANENT GROUNDCOVER SHALL BE ESTABLISHED IN 15 WORKING DAYS OR90 CALENDAR DAYS, WHICHEVER IS SHORTER. HOWEVER, NPDES GROUNDCOVER REQUIREMENTS TAKE PRECEDENCE.
4. UPON COMPLETION OF FINAL CONSTRUCTION AND ONCE SITE IS 70% STABILIZED, REMOVE ANY ACCUMULATED SEDIMENT FROM SEDIMENT BASINSAND DIVERSION DITCHES.
5. REMOVE ANY ACCUMULATED SEDIMENT FROM STORM DRAINAGE STRUCTURES.
6. REMOVE ALL TEMPORARY MEASURES, AND RE-ESTABLISH GRADES. SEED ANDMULCH PER PLANS AND SPECIFICATIONS.
7. REQUEST AN INSPECTION BY THE ENGINEER AND CONTACT THE STATE EROSIONCONTROL FIELD ENGINEER REPRESENTATIVE TO REQUEST FINAL INSPECTION.
8. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT NCDEQ TOCLOSE OUT, VIA INSPECTION REPORT; THE PERMITTEE SHALL VISIT DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (E-NOT). A $120ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS BEENCLOSED OUT.
PHASED EROSION CONTROL SEQUENCE
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G-0.01
LVL
MMS
AMW
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINALDRAWINGFOR REVIEWPURPOSES ONLYNOT RELEASED FORCONSTRUCTION
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Notify NC811 Three Full Working Days Before Digging
Dial 811 or 1-800-632-4949, or visit www.nc811.org
BUSINESS PARK ROAD TYPICAL SECTION
PAVEMENT SCHEDULE - FULL DEPTH ASPHALT
(WEDGING - USE FOR 6' OR LESS ASPHALT WIDTH)
C PROP. MIN. 3" ASPHALT SURFACE COURSE, TYPE S9.5C AT AN AVERAGE RATE OF336 LBS PER SQ. YD.
D PROP. MIN. 4" ASPHALT INTERMEDIATE COURSE, TYPE I19.0C AT AN AVERAGERATE OF 456 LBS PER SQ. YD.
E PROP. MIN. 4" B25.0C ASPHALT CONCRETE BASE COURSE AT AN AVERAGE RATE OF456 LBS PER SQ. YD.
T EARTH MATERIAL
NTS
12.5'VARIES VARIESVARIES
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16" WATERMAIN
FUTURE NATURAL GAS
FUTURE FIBER OPTIC LINE
12.5'4'2'14'VARIES
(2) 6" CONDUITFOR UG ELECTRIC
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35' PERMANENTUTILITY/ACCESSEASEMENT
FUTURE 16" WATER MAIN 1' INSIDE R.O.W.(INSTALLED BY OTHERS)
GENERAL NOTES: 2024 SPECIFICATIONS EFFECTIVE: 01-2024 REVISED:
GRADE LINE:GRADING AND SURFACING: THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.
GRADING AND SURFACING OR RESURFACING AND WIDENING: THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE PLACED GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.
SHOULDER CONSTRUCTION: ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01
SIDE ROADS: THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS INVOLVED.
BERM DITCHES: BERM DITCHES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 240.01 AT LOCATIONS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
DRIVEWAYS: DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. 848.02 USING 3 FOOT RADII OR RADII AS SHOWN ON THE PLANS. LOCATIONS OF DRIVES WILL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
SUBSURFACE PLANS: NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
UTILITIES: UTILITY OWNERS ON THIS PROJECT ARE CAPE FEAR, AT&T COMMUNICATIONS, DUKE ENERGY, PIEDMONT NATURAL GAS.
RIGHT-OF-WAY MARKERS: ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT.
NCDOT STANDARD NOTES
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3:1 3:1
STA: 0+00.00 - 9+03.13HOLLY SHELTER ROAD TYPICAL SECTION
NTS
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2% 4% 8% 2% 2% 2% 2% 4% 8% 2%
1'=
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PROPOSED BUSINESS PARK ROADPROPOSED DESIGN SPEED: 40mphPROPOSED POSTED SPEED: 35mph
EXISTING HOLLY SHELTER ROADPROPOSED DESIGN SPEED: 60mphPROPOSED POSTED SPEED: 55mph
12" SANITARYSEWER FORCEMAIN
10" SANITARYSEWER GRAVITY MAIN
PAVEMENT SCHEDULE - ASPHALT OVER ABC
C PROP. MIN. 3" ASPHALT SURFACE COURSE, TYPE S9.5C AT AN AVERAGE RATE OF336 LBS PER SQ YD
D PROP. MIN. 4" ASPHALT INTERMEDIATE COURSE, TYPE I19.0C AT AN AVERAGERATE OF 456 LBS PER SQ YD.
J PROP. MIN. 8" ABC STONE BASE
T EARTH MATERIAL
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30'
25' PERMANENTUTILITY/ACCESSEASEMENT
1'=
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1'MILL 1-1/2" DEEP 1' BEYONDULTIMATE CENTER
NOTES: 1. ALL GRASS SHOULDERS AND GRASS STRIPS TO HAVE 4" OF TOPSOIL. 2. MEDIAN TO HAVE 4" OF TOPSOIL IN GRASSED AREA.
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PBPB
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PR. DRAINAGE AREA 134.49 AC
PR. DRAINAGE AREA 378.48 AC
PR. DRAINAGE AREA 421.23 AC
PR. DRAINAGE AREA 618.64 AC
PR. DRAINAGE AREA 8
17.44 AC
PR. DRAINAGE AREA 713.28 AC
PR. DRAINAGE AREA
1A0.89 AC
0.34 AC - IMP0.55 AC- LAWN
PR. DRAINAGE AREA 8A
0.89 AC0.34 AC - IMP0.55 AC- LAWN
PR. DRAINAGE AREA
3A1.45 AC
0.61 AC - IMP0.84 AC- LAWN
PR. DRAINAGE AREA 6A
1.45 AC0.61 AC - IMP0.84 AC- LAWN
PR. DRAINAGE AREA 4A0.82 AC
0.25 AC - IMP0.57 AC- LAWN
PR. DRAINAGE AREA 5A0.82 AC
0.25 AC - IMP0.57 AC- LAWN
PR. DRAINAGE AREA 3B
13.70 AC
PROPOSED BUSINESS PARK
ROAD
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G-0.04
LVL
MMS
AMW
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINALDRAWINGFOR REVIEWPURPOSES ONLYNOT RELEASED FORCONSTRUCTION
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C-1.00C-2.00C-4.00
C-1.00C-2.01C-4.00
C-1.01C-2.02C-4.01
C-1.01C-2.03C-4.01
C-1.02C-2.04C-4.02
C-1.02C-2.05C-4.02
C-1.03C-2.06C-4.03
C-1.03C-2.07C-4.03
C-2.08
0 50' 100' 200'
SCALE: 1"=100'HORZ.
EQUIPMENTANDSTAGINGAREA
FUTURE ROADWAY EXTENSIONAND GRADING (BY OTHERS)
R/W
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R/WRR/WR/WWWWWWWW
W
FM FM FM SSSSSSSSSS
SS
W
W W
SSSS
E E E E E E E E E E E E E E E E E
E E
E E E E E E E E E E E E E E E E E
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WWWWFM
R/W/W
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R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
PBPB
30'
5'
25'10'
35'
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
LOD/TCE
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
LOD/TCE
LOD/TCE LOD/TCE LOD/TCE
LOD/TCE
LOD
/
T
C
E
LOD/TCE
PDE
PDE
PD
E
PDE
PD
E
PDE
LOD
/
T
C
E
LOD
/
T
C
E
LO
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/
T
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PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE
LOD/TCE
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
PUE PUE PU
E
PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE
PUE PUE
PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE
PUE/PAE
LOD
LO
D
LOD
LOD
LO
D
LO
D
PDE
PDE
R/W
R/W
68
'
88
'
PUEPUEUEPUPUEPUEEEEUUEEUEPUEPUEPUE/PAPU/PAAPUE/PAPUE/PAAPA/PPUE LOD/TCEOD/OD/T/TCELOD/TLOLOLOLOODODLOD/T/TLOD/TLOOTCETCTCETCETCETCETCETCE
PROPOSED BUSINESS PARK
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DATE: 10/2025
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PROJECT NO.:
DESIGNED BY:
3514-A
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C-1.00C-2.01C-4.00
C-1.01C-2.02C-4.01
C-1.01C-2.03C-4.01
C-1.02C-2.04C-4.02
C-1.02C-2.05C-4.02
C-1.03C-2.06C-4.03
C-1.03C-2.07C-4.03
C-2.08
0 50' 100' 200'
SCALE: 1"=100'HORZ.
EQUIPMENTANDSTAGINGAREA
EASEMENT LEGEND LIMITS OF DISTURBANCE/TEMPORARY CONSTRUCTION EASEMENT
PERMANENT DRAINAGE EASEMENT
PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT
PERMANENT UTILITY EASEMENT
LIMITS OF DISTURBANCE
LOD/TCE
PDE
PUE
LOD
PUE/PAE
FUTURE ROADWAY EXTENSIONAND GRADING (BY OTHERS)
RB Z2 RB Z2
RB Z2
RB Z2
RB
Z
2
RB
Z
2
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/
W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/
W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
16
20
24
28
32
36
40
-1+00 0+00 1+00 2+00
-1+00 0+00 1+00 2+0
X
R/W
R/
W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/
W
R/W
HOLLY SH
E
L
T
E
R
R
O
A
D
(SR-1002)
FM
FMF
R/WR/WR/W R/WWLWL
R/WWLWL
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
LOT 3- 11.3 AC
BLDG. SQ.FT. 60,300
LOT 3- 11.3 AC
BLDG. SQ.FT.67,600
LOT 1- 19.8 AC
BLDG. SQ.FT. 321,900
LOT 2- 30.1 AC
BLDG. SQ.FT. 321,900
LOT 7- 28.9 AC
BLDG. SQ.FT. 90,000
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/
W
R/W
R/W
R/W
R/W
R/W
R/
W
R/
W
R/W
R/W
R/
W
R/
W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/
W
R/W
R/
W
R/W
R/
W
R/
W
R/W
R/W
R/W
R/W
LOT 4- 11.7 AC
BLDG. SQ.FT.90,000
LOT 6 - 21.4 AC
BLDG. SQ.FT. 120,000
ADDITIONAL210,000 SQ.FT.
LOT 10- 98.1 AC
BLDG. SQ.FT. 1,000,000
FM
FM
FM
FM
FM
FM
FM
FMR/WMMR/WR/W
R/WFMFMWR/W
R/WR/WFMFMR/W
R/WR/WR/W
R/WR/R/R/WR/W
R/WR/WR/W
R/WR/WR/W
R/WWR/W R/W
R/W
R/W
R/W
R/WR/WW
R/W
WLWL
WLWL
WLWL
WLWWWL
WLR/RR/WW
WLR/WR/W
R
RB
Z
2
Z2
RB ZRR/WR/WR/R/
FMMM
R/WR/WR/
R/WR/WR/W
R/W
R/W
R/W
WLWL
WLWL
R/W/WR/W R/WWLWLRR
RB
Z
2
/WWW/WWW
R/WR/W
R/WR/W
WWW
R/WR/WR//R
R/WR/WRRR/R/
2 RB Z
RB Z2
R/
W
R/
W
R/
W
R/
W
WW
WW
R/
W
R/
W
R/WR/WWWWW
R/WR/WR/WR/WW
R/WR/W
R/WR/WRRRR
FMMM
FM R/WR/WR/
R/WR/R/WR/W
R/W
R/W
WLWR/WR/W
WLR/R/
W
R/WR/W
R/WR/WRRR/WR/W
Z2Z22BZ2
R/WR/W
WWLWLWLWL
WWLWLWLWL
WWWLWLWLWL
WWLWLWLWL
WWLWLWLW
WWWWLWLWWWWWL
/WWR/WR/WLWLR/WR/WR/WR/WR/WR/R/R/
WRRWLWLR/WR/WR/R/
WR/RWWWWR/R/RR
WWWLWLWWRRRR
WWWLWLWLWLWWWWW
LOT 3- 11.3 ACAC
BLDG. SQ.FT. 60,300BLDG.
LOT 3- 11.3 ACAC
BLDG. SQ.FT.DG. 67,600
LOT 1- 19.8 ACAC
BLDG. SQ.FT. 321,900BLDG.
LOT 2- 30.1 ACAC
BLDG. SQ.FT. 321,900BLDG.
LOT 7- 28.9 ACAC
BLDG. SQ.FT. 90,000BLDG.
R/W
R/W
R/W R/W
R/W
R/W
R/W
W R/W
R/W
/WWWW
R/W
R/W
R/W
R/W
R/W
R/
W
R/W
RR/WR/WR/WWRRWWWWWWWRRRR
R/W
R/WR
R/W
/W
R/
W
R/
R/
W
R/W
R/W
R/
W
R/
W
R/W
R/W
R/W
R/W
/WR/W
R/W
R/R/WR/
R/W
R/W
R/W
R/
W
R/W
W
R/
W
R/W
WWW
R/
W
R/W
R/W
R//WR/W
R/WR//W/
LOT 6 - 21.4 ACAC
BLDG. SQ.FT. 120,000BLDG.
ADDITIONALONAL210,000 SQ.FT.210,00
LOT 10- 98.1 ACAC
BLDG. SQ.FT. 1,000,000BLDG. S
R//
AC1.7 ACAC
Q.FT.00
LOT 8- 33.1 AC
BLDG. SQ.FT.500,000
LOT 9 - 24.2 AC
BLDG. SQ.FT.150,000
LOT 5- 26.5 AC
BLDG. SQ.FT. 112,000
LOT 9 - 24.2 AC
BLDG. SQ.FT.150,000
LOT 9 - 24.2 AC
BLDG. SQ.FT.200,000
LOT 4- 11
DG. SQBLDG. DG. 90,00
R/WWL/W/WL
R/WR/W
/WWWLWL/W/W/W/W
PROPOSEDSEWERPUMPSTATION
PR
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LVL
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AMW
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINALDRAWINGFOR REVIEWPURPOSES ONLYNOT RELEASED FORCONSTRUCTION
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WETLANDS (TYP)
RELATIVELYPERMANENTWATER (TYP)
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM
R/R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL
LOD
/
T
C
E
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
0+00 1+00 2+00 3+00 4+00 5+0MILL 1-1/2" DEEP
SAW CUT AND REMOVE EX. PAVEMENT
EX. HOLLY SHELTERROAD CENTER LINE N224515.11E2347019.68
10
'
5'5'5
0100'0001000
HOLLY SHELTER ROAD
(SR-1002)
FOC FOC FOC FOC FOC FOC FOC FOC FOC O
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL
FM
FM
FM
LO
D
/
T
C
E
LOD
/
T
C
E
LO
D
/
T
C
E
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
9+60.77
+00 6+00 7+00 8+00 9+00
EXI
S
T
I
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G
T
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B
E
R
D
R
I
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(G
R
A
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L
/
S
O
I
L
)
(TO BE REMOVED)
PRO
P
.
B
U
S
I
FMFMFM
HOLLY SHELTER ROAD
(SR-1002)
100' FUTURE RIGHT-OF-WAYMB:72 PG:357
10'
5'
T:\
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SCALE: 1"=20'HORZ.
LVL
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AMW
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ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINALDRAWINGFOR REVIEWPURPOSES ONLYNOT RELEASED FORCONSTRUCTION
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NOTE:
TREE CLEARING AND GRUBBING LIMITS SHALL BE INSIDE THE LOD LINE.
EXISTING SWING FENCETO BE REMOVED
MILL 1-1/2" DEEP TOPROVIDE STAGGERED JOINT
SAW CUT AND REMOVE EX. PAVEMENT
(RPW) RELATIVELY PERMANENT WATER (TYP)
LEGEND:
MILL PAVEMENT
SAWCUT AND REMOVE PAVEMENT
TREE LINE TO BE REMOVED
FO
C
FO
C
FO
C
FOC
FOC
FOC
FOC
OC
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FOC
FOC
FOC
FOC
FOC
FOC
F
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
FM
FM
FM
FM
FM
FM
FM
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
WL
WL
WL
WL
WL
WL
WL
FMFMFM
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
LOD
LOD
LO
D
LO
D
LOD
8+
0
0
9+
0
0
0+00 1+00 2+00
3+00 4+00 5+00
BP
:
0
+
0
0
.
0
0
PI:
1
+
9
8
.
7
8
PI
:
2
+
2
5
.
2
5
PI:
3
+
0
0
.
5
3
EXISTING TIMBER DRIVE(GRAVEL / SOIL)
EXISTING TIMBER DRIVE(GRAVEL / SOIL)
(TO BE REMOVED)
(TO BE REMOVED)
(TO
B
E
R
E
M
O
V
E
D
)
(RPW) RELATIVELY PERMANENT WATER (TYP)
PROP. BUSINESS PARK ROADCENTER LINE0000000
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MEMORANDUM
To: New Hanover County Technical Review Committee
Date: December 2, 2025
Subject: Holly Shelter Road
NCDOT Projects:
• N/A
WMPO 2050 MTP Projects:
• N/A
New Hanover County Projects:
• N/A
TIA: A TIA for Holly Shelter Industrial Park was approved by the WMPO on November 11, 2024.
All improvements outlined in the approved TIA are required. Please reach out to Caitlin Cerza
(Caitlin.Cerza@wilmingtonnc.gov), the WMPO’s Transportation Planning Engineer, if any
questions arise related to the TIA. The TIA approval with conditions letter will be attached to
these comments.
November 11, 2024 Ms. Erin Govea, PE
DAVENPORT
1426 Navaho Trail, Suite 108
Wilmington, NC 28409 RE: Approval with conditions for the Traffic Impact Analysis (TIA) associated with the Holly Shelter Industrial Park development in New Hanover County, NC Dear Ms. Govea, The WMPO has coordinated the review of the Holly Shelter Industrial Park TIA (sealed October 8, 2024)
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 four (4) phases and will consist of:
Phase 1 (build year 2026):
• ITE Land Use Code 130 – 281,250 SF Industrial Park
• ITE Land Use Code 140 – 281,250 SF Manufacturing
Phase 2 (build year 2031):
• ITE Land Use Code 130 – 792,750 SF Industrial Park
• ITE Land Use Code 140 – 792,750 SF Manufacturing
Phase 3 (build year 2036):
• ITE Land Use Code 130 – 895,250 SF Industrial Park
• ITE Land Use Code 140 – 895,250 SF Manufacturing
Full Build (build year 2041)
• ITE Land Use Code 130 – 1,195,250 SF Industrial Park
• ITE Land Use Code 140 – 1,195,250 SF Manufacturing
The following improvements are required for this development:
Approval with Conditions for the Holly Shelter Industrial Park Traffic Impact Analysis – New Hanover
Page 2 of 4
SR 1002 (Holly Shelter Road) at I-40 Eastbound Ramps (future signalized intersection)
Phase 1
• No improvements are required.
Phase 2
• Signalize the intersection if this improvement has not already been performed by others.
• Optimize signal timings.
• Extend the northbound right turn lane to provide 350 feet of full width storage and appropriate
deceleration and taper lengths.
Phase 3
• No further improvements are required.
Full Build
• No further improvements are required.
SR 1002 (Holly Shelter Road) at I-40 Westbound Ramps (future signalized intersection)
Phase 1
• Extend the northbound right turn lane to provide 400 feet of full width storage and appropriate
deceleration and taper lengths.
Phase 2
• Signalize the intersection if this improvement has not already been performed by others.
Phase 3
• No further improvements are required.
Full Build
• No further improvements are required.
SR 1002 (Holly Shelter Road) at Site Access 1 (proposed signalized intersection)
Phase 1
• Construct the northbound approach with one (1) ingress lane and two (2) egress lanes, striped as an
exclusive left turn lane and an exclusive right turn lane.
• Provide stop control for the northbound approach.
• Provide an internal protected stem of 250 feet, as measured from the right-of-way line.
• Construct an eastbound right turn lane with 300 feet of full width storage and appropriate deceleration
and taper lengths.
Approval with Conditions for the Holly Shelter Industrial Park Traffic Impact Analysis – New Hanover
Page 3 of 4
Phase 2
• Signalize the intersection.
• Restripe the northbound approach as an exclusive left turn lane and a shared left/right turn lane.
• Construct a second receiving lane on westbound Holly Shelter with 2,000 feet of full width storage and
appropriate taper.
• Construct a westbound left turn lane with 100 feet of full width storage and appropriate deceleration
and taper lengths.
Phase 3
• No further improvements are required.
Full Build
• No further improvements are required.
SR 1002 (Holly Shelter Road) at Site Access 2 (proposed stop-controlled intersection)
Phase 2
• Construct the northbound approach with one (1) ingress lane and one (1) egress lane.
• Provide stop control for the northbound approach.
• Provide an internal protected stem of 125 feet, as measured from the right-of-way line.
• Construct an eastbound right turn lane with 100 feet of full width storage and appropriate deceleration
and taper lengths.
Phase 3
• No additional improvements are required in this phase.
Full Build
• The applicant is to monitor this intersection for signalization and perform a signal warrant analysis six
(6) months to one (1) year after full build out.
• Provide signalization if/when warranted.
SR 1002 (Holly Shelter Road) at Site Access 3 (proposed right-in/right-out stop-controlled intersection)
Phase 3
• Construct the northbound approach as a right-in/right-out driveway with one (1) ingress lane and one
(1) egress lane.
• Provide stop control for the northbound approach.
• Provide an internal protected stem of 50 feet, as measured from the right-of-way line.
• Construct an eastbound deceleration lane with 50 feet of full width storage and a 200-foot taper.
Approval with Conditions for the Holly Shelter Industrial Park Traffic Impact Analysis – New Hanover
Page 4 of 4
Full Build
• No further improvements are required.
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) 341-7890 with any questions regarding this approval.
Sincerely,
Abby Lorenzo, MPA Deputy Director 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, Assistant Traffic Engineer, NCDOT
Nick Drees, Engineering Specialist, NCDOT
Robert Farrell, Development Review Supervisor, New Hanover County
Zach Dickerson, Development Review Senior Planner, New Hanover County
Bill McDow, Associate Planner, WMPO
Standard Technologies – 4901 Las Tortugas Dr – TRC Review
Page | 1
To: Brad Schuler, Paramounte Engineering
From: Ryan Beil, Development Review Planner
Date: December 17, 2025 Technical Review Committee (TRC)
PID#: R01100-008-033-000, R01100-008-012-000
Egov# SITECN-25-000117
Subject: 4901 Las Tortugas Dr – Standard Technologies - 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 December 17, 2025, TRC meeting. Additional
comments may be made upon further review of subsequent revisions.
Standard Technologies – 4901 Las Tortugas Dr – TRC Review
Page | 2
Planning, Ryan Beil 910-798-7444
Compliance with local zoning requirements
1. General Comments
a. Zoned I-1.
b. As stated in the application the intended use is Other Fabricated Metal Product
Manufacturing. The Unified Development Ordinance (UDO) does not define this use,
but the North American Industry Classification System (NAICS code 3329) defines it as:
i. As those primarily engaged in manufacturing fabricated metal products
(except forgings and stampings, cutlery and hand tools, architectural and
structural metals, boilers, tanks, shipping containers, hardware, spring and
wire products, machine shop products, turned products, screws and nuts and
bolts).
ii. Please list all incidental or customary activities that may occur on the property
in line with and under the general definition of the requested use.
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. There does not appear to be Duke Energy Transmission Lines/Easement on the
Property, please confirm.
2. UDO Section 5.1, Parking and Loading
a. Use requires 1.5 parking spaces for every 1,000 square feet of building area. Project
proposes 85,000 square feet. Required parking is 85,000 / 1,000 = 85 x 1.5 = 128
required parking spaces. Plans show 128 parking spaces meaning parking
requirements have been met.
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
Standard Technologies – 4901 Las Tortugas Dr – TRC Review
Page | 3
Unified Development Ordinance to include prohibiting any development of the site for
3 to 5 years.
5. UDO Section 5.4, Landscaping and Buffering
a. Street yard landscaping does not apply to this project as the only street frontage is the
driveway which is exempt from street yard landscaping.
b. Foundation plantings are required. The foundation planting area shall be 12 percent
of the area of the first-floor building face, or building face up to 25 feet in height,
whichever is less, adjacent to the parking area or internal drive; and
c. The foundation planting area shall be planted as landscaped areas of sufficient variety,
height, and size, with plantings listed in New Hanover County Tree and Landscaping
Manual.
d. Parking lot landscaping is required.
i. A landscaped strip shall be required along any side of a parking lot abutting
another parking lot or land in a Residential zoning district.
1. The perimeter landscaping strip shall be a minimum of ten feet in
width.
2. A minimum of one evergreen or deciduous tree for every 20 linear feet
of planting strip on average, rounded to the highest whole number,
shall be planted within the planting strip.
3. When adjacent to another parking lot, the landscaping strip may be
interrupted by driveway connections between parking lots.
ii. Internal parking lot landscaping will be required, equaling 8% of the total area
to be used for parking, loading, driveways, internal drive aisles, and other
vehicular or pedestrian use.
iii. Landscaping islands, either separate from or protruding from the perimeter
landscaping strips, shall be a minimum of 12 feet in width measured from back
of curb to back of curb.
1. One planted or existing tree shall be required for every 144 square
feet, rounded to the next lowest whole number of total interior
landscaped area, with a minimum of one tree per each island.
2. At least 75% of the trees required for interior landscaping shall be a
shade/canopy species.
Standard Technologies – 4901 Las Tortugas Dr – TRC Review
Page | 4
3. The remainder of interior landscaped area shall be covered with
appropriate mulching or vegetative groundcover, except for
designated pedestrian walkways.
4. No parking space shall be located more than 120 feet from a
landscaped island.
5. All parking spaces shall be blocked or curbed to prevent vehicles from
encroaching more than one foot into planting islands or landscaped
yards or damaging adjacent fences or screens.
e. A Type A Opaque Buffer will be required along the Eastern edge of the property where
it abuts residentially zoned properties.
i. This can be achieved by one of three options, and the minimum buffer width
shall be 50 percent of the minimum required setback as set forth in Article 3:
Zoning Districts, 20 feet, or 25 percent of the minimum structure setback for
taller structures outlined in Section 3.1.3.C, whichever is greater. This can be
achieved with existing vegetation as long as it is noted on the landscape plans.
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. Check to see if the location of the freestanding sign is shown on the plan. If a free
standing sign is along a DOT maintained road or near an intersection with a DOT road
(including the driveway access), required DOT sight triangles must be shown on the
plan and the sign location must be outside the sight triangles.
b. For any signs on the site, a separate sign permit must be submitted and reviewed by
the county for compliance with Section 5.6 of the UDO for standards at or after the
submittal of the separate zoning compliance and construction permits for the primary
building or use.
8. UDO Section 5.7, Conservation Resources
a. The New Hanover County conservation resource map indicates pocosin wetlands are
on the property; however, they are not underlaid with Class IV soils. Pocosin wetlands
require Class IV soils to trigger additional development standards.
Standard Technologies – 4901 Las Tortugas Dr – TRC Review
Page | 5
9. UDO Article 9, Flood Damage Prevention
a. Per the New Hanover County Flood map, no part of the property or any of the
buildings are in the floodplain.
NHC Fire Services, Ray Griswold 910-798-7448
Compliance with NC Fire Code
1. Fire Finals required
2. Add a fire hydrant at the entrance to the project
3. A fire hydrant shall be within 100 feet of the FDC
4. Proper fire alarm and sprinkler permits will be required
5. KNOX Boxes will be required
6. Underground Fire line permits required on the private side of this project
NHC Soil & Water Conservation, Dru Harrison 910-798-7138
General comments about existing soil conditions of the site.
1. No comments
NHC Engineering, Galen Jamison 910-798-7072
Stormwater management and land disturbance
1. A County stormwater and land disturbing permit issued by the County is required for this
project. Please digitally submit the permit applications documentation with requisite review
fees to the COAST online permit portal (https://newhanovercountync-
energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at
https://www.nhcgov.com/251/Stormwater-Permitting and
https://www.nhcgov.com/249/Sediment-Erosion-Control.
2. The driveway culvert to the NW appears to capture offsite drainage from FAA Vortac Facility
and is routed through the SCM which isn’t required. Consideration should be given to direct
the offsite drainage away from the proposed SCM.
3. Please contact the State for their stormwater permit requirements. It is anticipated a new
high density permit will be required.
NHC Environmental Health, Dustin Fenske 910-798-6732
Septic tanks and wells
1. Site plan reflects connection to public water and sewer. Proposed infrastructure does not
affect setbacks to adjacent properties well heads or septic systems.
Standard Technologies – 4901 Las Tortugas Dr – TRC Review
Page | 6
NHC Addressing, McCabe Watson 910-798-7068
Street naming and property address
1. Please contact me for address assignments following TRC approval.
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
Public water and sewer
1. CFPUA TRC Comments provided are preliminary comments only.
2. CFPUA is moving toward becoming paperless. When ready to submit plan review package,
upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-
Plan-Review-103.
3. CFPUA water and sewer available via mainline extension.
4. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains).
5. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE
Application Form and a Preliminary Plan, this determination does not guarantee capacity.
6. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the
plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the
Authority.
NCDOT, Nick Drees 910-398-9114
Driveway access and state road improvements
1. Comments attached
WMPO, Luke Hutson 910-343-3915
New Hanover County contracted traffic engineering services comments:
1. Comments attached
Army Corps of Engineers, Brad Shaver 910-251-4611
Requirements if wetlands are impacted
1. No comments
Standard Technologies – 4901 Las Tortugas Dr – TRC Review
Page | 7
Project information also provided to the following state agencies and non-regulatory local
agencies for their awareness:
New Hanover County Emergency Management
New Hanover County Schools
New Hanover County Sustainability Manager
NC Department of Environmental Quality (DEQ)
NC DEQ Division of Coastal Management
NC DEQ Division of Energy, Mineral, and Land Resources
STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
JOSH STEIN DANIEL H. JOHNSON
GOVERNOR SECRETARY
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUIT 101 WILMINGTON, NC 28403
Memorandum
DATE: December 4, 2025
TO: New Hanover County Technical Review Committee SUBJECT: Standard Technologies – 4901 Las Tortugas Drive
________________________________________________________________________
These are preliminary comments and are based on the plans as submitted for the proposed
site. They are subject to further review upon receipt of any additional information.
Subsequently, additional comments and/or requirements may be necessary for this site.
General Comments:
NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT
Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx
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
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
Las Tortugas Drive (Proposed Extension):
The extension of Las Tortugas Drive would need to go through the NCDOT subdivision
review process prior to construction.
• Refer to the NCDOT Subdivision Roads Minimum Construction Standards for
additional information.
Site Plan Comments:
Drainage/Stormwater Conveyance:
• If the drainage does not naturally flow to the NCDOT right of way the historic
drainage pattern should be maintained.
NCDOT Standard Drawings:
• Include/update the NCDOT Standard Drawings (2024) that are applicable to the
development.
Identification Signing and Landscaping:
• Identification signing or landscape vegetation within the median and the sight
distance triangle must not obstruct the driver’s line of sight. No landscaping or
signing will be allowed to exceed 42 inches in height, measured from the Edge of
Pavement (EOP) within the median or sight triangle.
• All pylon signs in the median or sight distance triangle must provide a vertical
clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the
EOP. Signing located within a clear recovery area shall be of a “breakaway
design.”
• Only low growing shrubbery, consistent with the NCDOT’s landscaping policies,
as contained in the publication “Guidelines for Planting Within Highway Right of
Way,” will be allowed within a landscaped median and the sight distance triangle
at the entranceway to a development, whether the street or driveway connection to
the State Highway System is designated as a public facility or not. Landscaping
within the right-of-way and sight distance triangles may require additional
approval by the District Engineer.
Gated Entrances:
• Show and label any proposed gates with distances to the right of way line.
PROPOSED STORMWATERMANAGEMENT AREA
SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
PROPOSED85,000 SF BUILDING
VAN
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90'
30
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64'
30'
24'
30'
SITE DATA TABULATIONPROJECT ADDRESS: 4901 LAS TORTUGAS DRIVE
PROPERTY OWNER: PHILIP B BERMAN ETAL1931 LONDON LANEWILMINGTON, NC 28405
PARCEL ID: R01100-008-033-000R01100-008-012-000
DEED BOOK / PAGE: 5272 / 27882787 / 558
CURRENT ZONING: I-1 (LIGHT INDUSTRIAL)
TOTAL SITE AREA: ±34.71 ACRES OR 1,512,062 SF
PROPOSED USE: OTHER FABRICATED METAL PRODUCT MANUFACTURING
FLOOD INFORMATION: THIS SITE IS NOT LOCATED IN A SPECIAL FLOOD
HAZARD AREA AS DETERMINED BY FEMA FLOOD PANELS 3720323100K & 3720324100K,DATED AUGUST 28, 2018.
BUILDING DATANUMBER OF BUILDINGS: 1
BUILDING GROSS FLOOR AREA: 85,000 SF
PROPOSED BUILDING HEIGHT: 48' MAXNUMBER OF STORIES: 1
DIMENSIONAL REQUIREMENTS I-1
FRONT SETBACK: 50'
SIDE SETBACK, INTERIOR: 50' WHEN ADJACENT TO RESIDENTIAL LOTSREAR SETBACK: 50' WHEN ADJACENT TO RESIDENTIAL LOTSMAX BUILDING HEIGHT: 50'
PARKING STANDARDS
STANDARD: 1.5 SPACES PER 1,000 SFREQUIRED: 128 SPACESPROVIDED: 128 SPACES INCLUDING 5 ADA SPACES
IMPERVIOUS AREA
PROPOSED IMPERVIOUS AREA:BUILDINGS: 85,000 SFCONCRETE/ASPHALT: 61,100 SF
GRAVEL:67,000 SFTOTAL 213,100 SF (14.1% OF THE SITE)
GENERAL NOTES
1. ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH
SECTION 5.6 OF THE UDO.2. TRIP GENERATION IS LESS THAN 100 PEAK HOUR TRIPS. A TRAFFIC IMPACTANALYSIS IS NOT REQUIRED.
WASTE DISPOSAL
ALL TRASH AND RELATED EQUIPMENT SHALL BE SCREENED FROM VIEW FROM ANYPUBLIC RIGHT-OF-WAY OR ADJACENT PROPERTY.
UTILITY INFORMATION
CONTRACTOR SHALL INSTALL WATER AND SEWER SERVICES IN ACCORDANCE WITH
CFPUA STANDARD DETAILS AND SPECIFICATIONS.
EXTERIOR LIGHTINGEXTERIOR LIGHTING SHALL COMPLY WITH SECTION 5.5 OF THE UDO.
LEGEND
SITE BOUNDARY
ADJACENT PROPERTY BOUNDARY
WATER LINE
SEWER LINE
FIRE HYDRANT
CONCRETE
ASPHALT
GRAVELEXISTING VEGETATION
1. THE SITE SITE HAS BEEN PREVIOUSLY CLEARED. CURRENTLY THERE AREA MIXTURE OF POND, SHORT LEAF, AND LOBLOLLY PINES RANGING UP TO
22" DBH AND UNDERBRUSH VEGETATION CONSISTING OF SWAMP TITI. NO
SPECIMEN TREES WERE OBSERVED ON THE SITE.2. PRIOR TO CONSTRUCTION ACTIVITIES, APPLICABLE TREE REMOVAL
PERMITS SHALL BE OBTAIN FROM NEW HANOVER COUNTY.
30'
30'
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JR
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192
'
128'
24'
PROPOSED FIRE HYDRANT, TYP.
EXISTING PROPERTY BOUNDARY
EXISTING VEGETATION WITHIN REQUIREDBUFFER TO BE RETAINED AND SUPPLEMENTEDAS NEEDED TO COMPLY WITH COUNTY STANDARDS
PROPOSED STORMWATER
MANAGEMENT AREA
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
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PROPOSED85,000 SF BUILDING
VAN
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BUILDING DATA
NUMBER OF BUILDINGS: 1BUILDING GROSS FLOOR AREA: 85,000 SFPROPOSED BUILDING HEIGHT: 48' MAX
NUMBER OF STORIES: 1
DIMENSIONAL REQUIREMENTS I-1
FRONT SETBACK: 50'SIDE SETBACK, INTERIOR: 50' WHEN ADJACENT TO RESIDENTIAL LOTS
REAR SETBACK: 50' WHEN ADJACENT TO RESIDENTIAL LOTS
MAX BUILDING HEIGHT: 50'
PARKING STANDARDSSTANDARD: 1.5 SPACES PER 1,000 SF
REQUIRED: 128 SPACES
PROVIDED: 128 SPACES INCLUDING 5 ADA SPACES
IMPERVIOUS AREAPROPOSED IMPERVIOUS AREA:
BUILDINGS: 85,000 SF
CONCRETE/ASPHALT: 61,100 SFGRAVEL67,000 SF
TOTAL 213,100 SF (14.1% OF THE SITE)
GENERAL NOTES
1. ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITHSECTION 5.6 OF THE UDO.
2. TRIP GENERATION IS LESS THAN 100 PEAK HOUR TRIPS. A TRAFFIC IMPACT
ANALYSIS IS NOT REQUIRED.
WASTE DISPOSALALL TRASH AND RELATED EQUIPMENT SHALL BE SCREENED FROM VIEW FROM ANY
PUBLIC RIGHT-OF-WAY OR ADJACENT PROPERTY.
UTILITY INFORMATION
CONTRACTOR SHALL INSTALL WATER AND SEWER SERVICES IN ACCORDANCE WITHCFPUA STANDARD DETAILS AND SPECIFICATIONS.
EXTERIOR LIGHTING
EXTERIOR LIGHTING SHALL COMPLY WITH SECTION 5.5 OF THE UDO.
EXISTING VEGETATION
1. THE SITE SITE HAS BEEN PREVIOUSLY CLEARED. CURRENTLY THERE ARE
A MIXTURE OF POND, SHORT LEAF, AND LOBLOLLY PINES RANGING UP TO22" DBH AND UNDERBRUSH VEGETATION CONSISTING OF SWAMP TITI. NOSPECIMEN TREES WERE OBSERVED ON THE SITE.
2. PRIOR TO CONSTRUCTION ACTIVITIES, APPLICABLE TREE REMOVALPERMITS SHALL BE OBTAIN FROM NEW HANOVER COUNTY.
SI
T
E
P
L
A
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C-2.1
10/
2
4
/
2
5
1"
=
4
0
'
JR
B
JR
B
JR
B
SITE DATA TABULATION
PROJECT ADDRESS: 4901 LAS TORTUGAS DRIVE
PROPERTY OWNER: PHILIP BERMAN
1931 LONDON LANEWILMINGTON, NC 28405
PARCEL ID: R01100-008-033-000
R01100-008-012-000
DEED BOOK / PAGE: 5272 / 2788
2787 / 558
CURRENT ZONING: I-1 (LIGHT INDUSTRIAL)
TOTAL SITE AREA: ±34.71 ACRES OR 1,512,062 SF
PROPOSED USE: OTHER FABRICATED METAL PRODUCT
MANUFACTURING
FLOOD INFORMATION: THIS SITE IS NOT LOCATED IN A SPECIAL FLOOD
HAZARD AREA AS DETERMINED BY FEMA
FLOOD PANELS 3720323100K & 3720324100K,DATED AUGUST 28, 2018.
LEGEND
SITE BOUNDARY
ADJACENT PROPERTY BOUNDARY
WATER LINE
SEWER LINE
FIRE HYDRANT
CONCRETE
ASPHALT
GRAVEL
W W
SS
20'24'40'24'20'
10
'
20
'
30'
10'
20'24'20'
10
'
30'
30'
30'
425'
30'
24'
19
2
'
PROPOSED FIRE HYDRANT, TYP.
TRUCK LOADING AREA
EXTEND LAS TORTUGAS DRIVE TOPROPERTY LINE. ADJUST EXISTINGCULVERT AND SWALES AS NEEDED.
5
20
1717
18
15
17 19
WHEEL STOP, TYP.
ADA PARKING, TYP.
20
0
'
PROPERTY BOUNDARY
LANDSCAPING CALCULATIONSFOUNDATION PLANTINGSREQUIRED: 2,628 SF = (876' X 25' HEIGHT) X 12%
PROVIDED: 4,270 SF
INTERIOR PARKING PLANTING AREA
REQUIRED: 4,194 SF (52,421 SF X 8%)
= 29 TREES (1 PER 144 SF)PROVIDED: 5,129 SF
TREE RENTENTION
REQUIRED: 15 TREES PLANTED OR RETAINEDPER EACH ACRE DISTURBED
= 15 X 20 AC = 300 TREES
FOUNDATION PLANTING AREAS, TYP.
PROPOSED LANDSCAPEISLANDS, TYP.
R5
0
'R50'
R2
5
'R25'
R
1
0
0
'
R7
0
'
R25'R25'R25
'R25'
R5
0
'
R2
5
'
R15'
R6
0
'
R9
0
'
R25'R2
5
'
R50'
R80'
89'
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
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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
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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.
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Section 4: Drainag e Requirements
All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below
Section 5: Internal Circ ulation Requirements
|All internal circulation details shall adhere to, at a minimum, the items listed below
1)Interior driveway channelization stems
Minimum 100’ from the ROW or at the discretion of the District Engineer
2)Traffic flow pattern
3)Traffic control devices
4)Pavement Markings
Y N n/a Y N n /a
Y N n/a Y N n/a
Y N n/a Y N n/a
Y N n/a Y N n/a
1)Pipe Cover Minimums (measured from top of pipe to subgrade)
High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12”
2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2)
Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and
310.04 of the Roadway Standard Drawings for details
Pipes >30" on multilane highways posted above 45mph require guardrail
Pipes ≥36" require an endwall on the inlet end
3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently
dedicated drainage easement will be required to accommodate the proposed project drainage
4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements)
5)Provide spot elevations along frontage of driveway (at EOP and centerline)
6)Provide grades and spot elevations for existing and proposed ditches
7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted)
C/L
EOTEOP
P/L
R/WR/W
R/W
EOP
EOP
EOP
EOP
NTS
R/W
P/L
DRAINAGE FLOW
DRAINAGE FLOW
DRAINAGE FLOW
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
S IGHT T R IANGLE
10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70'
DRIVEWAY
RR MIN. 30'MIN. 30'
NO ROADWAY IMPROVEMENT
COMMERCIAL DRIVEWAY WITH
NORMAL CROWN ROADWAY
6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
PIPE/TYPE/SIZE
WIDTH
CON
CR
ET
E
/ASP
HA
LT
LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER
SITE ADDRESS:TAX PARCEL #
20191115
PARALLEL END S.D. 310.02
INVERT ELEVATION
PARALLEL END S.D. 310.02
INVERT ELEVATION
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: November 25, 2025
Subject: Standard Technologies Fabrication
NCDOT Projects:
• N/A
WMPO 2045 MTP Projects:
• N/A
New Hanover County Projects:
• N/A
TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required. Any changes to
the proposed land use or intensities will require an additional Trip Generation calculation to
determine whether a Traffic Impact Analysis (TIA) is necessary.
Land Use (ITE Code) Intensity Unit 24 Hour
Volumes
AM Peak
Hour Trips
PM Peak
Hour Trips
Manufacturing (140) 85,000 SF 522 83 79