HomeMy WebLinkAboutAlexander Station Coffee TRC Compiled Comments
Alexander Station Coffee – 7740 Alexander Rd – TRC Review
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To: Kurt Taylor, Golden Ventures I, LLC
From: Zach Dickerson, Senior Planner
Date: January 7, 2026 Technical Review Committee (TRC)
PID#: R03600-004-001-000
Egov# SITECN-25-000120
Subject: 7440 Alexander Rd – Alexander Station Coffee Shop - 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 Month Day, 2025, TRC meeting. Additional
comments may be made upon further review of subsequent revisions.
Alexander Station Coffee – 7740 Alexander Rd – TRC Review
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Planning, Zach Dickerson – 910-798-7450
Compliance with local UDO requirements
1. General Comments
a. The zoning is (CZD) B-2, tied to rezoning case Z25-11.
b. There were eight conditions placed on this rezoning. Please list the following
conditions on the site plan documents. This can be in a table or in a notes page:
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
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.
Alexander Station Coffee – 7740 Alexander Rd – TRC Review
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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.
c. Site is also located in the Special Highway Overlay District (SHOD)
i. Site plan is in compliance with the SHOD.
d. As stated in the application the intended use is Coffee Shop. The Unified Development
Ordinance (UDO) defines the use as
i. Restaurant: Establishments where food and beverages are prepared and sold
on a retail basis for consumption on or off premises as its principal business.
ii. The site plan notes this having a drive-thru as well.
iii. As a note, coffee shop is not listed as a separate use in our UDO. The fall under
the definition of restaurants.
e. 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.
f. It does appear that there may a Duke Utility Easement across the Market Street
frontage. Please confirm.
2. UDO Section 5.1, Parking and Loading
a. Restaurants require 6 parking spaces per 1,000 sq ft of seating area.
b. The building is 984 sq ft, with 18 parking spaces provided.
c. Parking provided is sufficient.
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3. UDO Section 5.2, Traffic, Access and Connectivity
a. Please note that no building permit for any structure shall be issued which requires
NCDOT approval for a Driveway Permit until NCDOT has issued the permit approval.
Evidence of approval shall accompany the application for building permit.
b. There is a TIA required for the master development, with required improvements.
Those will need to be completed prior to driveway permit issuance.
c. See WMPO and NCDOT comments below for further explanation on this.
4. UDO Section 5.3, Tree Retention
a. For the trees needed for removal on site, please submit for a Tree Removal Permit.
b. It may be easiest to submit a Tree Removal Permit for the master site.
c. I noted it up above, but please be reminded of the required rezoning condition:
Existing trees that do not impact the proposed development, including changes to the
site plan that constitute minor deviations, shall be preserved.
d. 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:
a. It appears that street yard is provided on the site, but the calculations are not
shown like they are for foundation plantings.
b. Foundation plantings:
a. Calculations look good, just need to show locations of the plantings.
c. Transitional Buffer:
a. The transitional buffer area is detailed on the plan, but please demonstrate
through planting materials how the required opacity will be achieved.
d. 15 trees per acre disturbed are required to be planted or retained on this site. Based
on street yard and transitional buffer requirements, this requirement will likely be met
but please detail this number and how it is being achieved in a table on the landscape
plan.
e. 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.
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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. It does look like a sign is shown for this portion of the development and is outside the
site triangle, just make sure that when you apply for a sign permit that it is compliant
with the SHOD sign requirements. These can be found in UDO Section 3.5.3.
b. For any signs on the site, a separate sign permit must be submitted and reviewed by
the county for compliance with Section 5.6 of the UDO for standards at or after the
submittal of the separate zoning compliance and construction permits for the primary
building or use. Any approvals granted by the TRC for the site design is not an approval
for the ultimate size or placement of the sign.
8. UDO Section 5.7, Conservation Resources
a. “The conservation resources map does not indicate any conservation resources
impacting the property, this section does not apply.”
9. UDO Article 9, Flood Damage Prevention
a. No part of this site is in the 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 the building plans for review to New Hanover County Fire Marshal’s
Office. This shall include the complete set of civil plans and site plans. Failure to submit the
comments or complete set of civil plans and site plans will result in a resubmittal for review
for verification of compliance.
2. Street and road signs are required, temporary signs during construction are acceptable as
long as they are legible and weather resistant. (Chapter 5).
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.
Alexander Station Coffee – 7740 Alexander Rd – TRC Review
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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. It is unclear how the offsite drainage area to SCM#2 eastern portion will be directed to the
SCM. The proposed fill appears to result ponding on adjacent parcels.
3. There appears to be a vertical conflict between the sanitary sewer and the 72” bypass storm
sewer pipe.
4. The offsite stormwater drainage along the western boundary of the site may require a public
drainage easement sized in accordance with NHC Stormwater Manual. If any construction in
the offsite drainage conveyance measures easements that will be maintained by the county
will need to be observed during construction by Stormwater Services and a turnover
meeting scheduled once the system is ready to be conveyed to the county. Please add a plan
note to ensure county construction observation and a turnover meeting occurs. Note,
should the applicant elect to maintain the 72” storm pipe themselves, the POA covenants
shall indicate the operation and maintenance roles and responsibilities of the existing ditch.
5. 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. Septic tank located at 7718 Alexander Pl. must
be located and properly abandoned by Pumping, Crushing and Filling. Proposed
infrastructure appear to meet setbacks to surrounding properties well and septic systems.
Alexander Station Coffee – 7740 Alexander Rd – TRC Review
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2. Site plan reflects connection to public water. Existing well located at 7718 Alexander Pl. must
be located and properly abandoned by a Certified Well Driller. Proposed infrastructure
appear to meet setbacks to surrounding properties wells and septic systems.
3. Coffee Shop may need Food Service plan review depending on processes. Review may be
done by NHC Environmental Health or the NC Environmental Health Plan Review Unit. If
review is needed then approvals will be required prior to building permit issuance.
NHC Addressing, McCabe Watson 910-798-7068
Street naming and property address
1. Please contact me for address assignment 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. Utility Plan Review required by CFPUA. 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 (forcemain-to-forcemain connection) available.
4. Please note, separation domestic, irrigation, and fire line taps of the watermain will be
required. Cannot tee of one line.
5. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains).
6. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE
Application Form and a Preliminary Plan, this determination does not guarantee capacity.
7. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the
plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the
Authority.
NCDOT, Nick Drees 910-343-3915
Driveway access and state road improvements
1. See attached.
Alexander Station Coffee – 7740 Alexander Rd – TRC Review
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WMPO, Luke Hutson 910-343-3915
New Hanover County contracted traffic engineering services comments:
1. See attached.
Army Corps of Engineers, Brad Shaver 910-251-4611
Information or Requirements if wetlands are impacted
1. No issues, a JD has been completed on the site and there are no jurisdictional features on the
site.
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
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 29, 2025 TO: New Hanover County Technical Review Committee
SUBJECT: Alexander Station Coffee Shop – 7740 Alexander 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
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:
No internal site plans associated with Alexander Road Retail Development should be
approved until NCDOT has reviewed and approved the master site plan (grading, drainage,
roadway improvements, etc.).
• Handled through the driveway permit review process.
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.
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.
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
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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)
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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
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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.
|
Section 4: Drainag e Requirements
All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below
Section 5: Internal Circ ulation Requirements
|All internal circulation details shall adhere to, at a minimum, the items listed below
1)Interior driveway channelization stems
Minimum 100’ from the ROW or at the discretion of the District Engineer
2)Traffic flow pattern
3)Traffic control devices
4)Pavement Markings
Y N n/a Y N n /a
Y N n/a Y N n/a
Y N n/a Y N n/a
Y N n/a Y N n/a
1)Pipe Cover Minimums (measured from top of pipe to subgrade)
High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12”
2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2)
Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and
310.04 of the Roadway Standard Drawings for details
Pipes >30" on multilane highways posted above 45mph require guardrail
Pipes ≥36" require an endwall on the inlet end
3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently
dedicated drainage easement will be required to accommodate the proposed project drainage
4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements)
5)Provide spot elevations along frontage of driveway (at EOP and centerline)
6)Provide grades and spot elevations for existing and proposed ditches
7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted)
C/L
EOTEOP
P/L
R/WR/W
R/W
EOP
EOP
EOP
EOP
NTS
R/W
P/L
DRAINAGE FLOW
DRAINAGE FLOW
DRAINAGE FLOW
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
S IGHT T R IANGLE
10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70'
DRIVEWAY
RR MIN. 30'MIN. 30'
NO ROADWAY IMPROVEMENT
COMMERCIAL DRIVEWAY WITH
NORMAL CROWN ROADWAY
6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
PIPE/TYPE/SIZE
WIDTH
CON
CR
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E
/ASP
HA
LT
LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER
SITE ADDRESS:TAX PARCEL #
20191115
PARALLEL END S.D. 310.02
INVERT ELEVATION
PARALLEL END S.D. 310.02
INVERT ELEVATION
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
PROJECT
VICINITY
ENGINEER
PROJECT OWNER
STAMP
CHECKED BY
PRINCIPAL IN CHARGE
REVISIONS
ISSUE FOR
ISSUE DATE
PROJECT ADDRESS
PROJECT NUMBER
SHEET TITLE
SHEET NUMBER
www.rivervieweng.com
4904 PARK AVENUEWILMINGTON, NC 28403(910) 398-2882
nlauretta@rivervieweng.com
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COVER
C-001
PERMIT DRAWINGS
1023.01
7700 MARKET STREET
WILMINGTON, NC
REVIEW - NOT FOR CONSTRUCTION
NOVEMBER 17, 2025
N. LAURETTA
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LOCATION MAP
ALEXANDER STATION - PHASE 1
7700 MARKET STREET
NEW HANOVER COUNTY, NORTH CAROLINA PERMIT DRAWINGS
NOVEMBER 17, 2025
VICINITY MAP1SCALE: 1" = 250'
SHEET INDEX
1. ALL MATERIALS AND CONSTRUCTION METHODS PER THE LATEST EDITION OF NEW HANOVER COUNTYSPECIFICATIONS AND DETAILS.
2. ALL SITE WORK, AT A MINIMUM, SHALL BE PERFORMED IN ACCORDANCE WITH THE 2024 NCDOT ROADWAY STANDARDDRAWINGS AND STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES UNLESS OTHERWISE NOTED ORDIRECTED. ROADS SHALL BE CONSTRUCTED TO NCDOT STANDARDS AND SPECIFICATIONS (LATEST EDITION).
3. UNDERGROUND UTILITIES MAY EXIST ON, ALONG OR WITHIN CONFLICT OF THIS PROJECT. THE CONTRACTOR ISRESPONSIBLE FOR CONTACTING NC 811 OR THE APPROPRIATE UTILITY COMPANIES PRIOR TO ANY EXCAVATION.
4. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF ANY EXISTING ON SITE ITEMS AS SHOWNON THE DEMO PLAN, ABOVE AND BELOW GROUND. THE CONTRACTOR IS ALSO RESPONSIBLE FOR REMOVAL OF ALLWASTE RESULTING FROM DEMOLITION.
5. THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE PERFORMANCE OF ALL WORK INACCORDANCE WITH CURRENT OSHA REGULATIONS.
6. THE CONTRACTOR SHALL GRADE, SEED, AND SOD OR OTHERWISE PROVIDE TEMPORARY AND PERMANENTSTABILIZATION OF ALL DISTURBED AREAS.
7. WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL REQUIREMENTS,NOTIFICATIONS, STANDARDS AND POLICIES.
8. ANY SUBSTITUTIONS, CHANGES, OR MODIFICATIONS SHALL BE APPROVED BY THE PROJECT ENGINEER, PLANNINGDEPARTMENT STAFF, AND OWNER PRIOR TO INSTALLATION/CONSTRUCTION.
9. THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED SURFACE. GRADE LINES MAY BEADJUSTED AT THEIR BEGINNING, ENDING AND AT STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TOPROVIDE A PROPER TIE-IN. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED INVERTS, FFE'S, AND FINISHEDSURFACES TO ENSURE THAT MINIMUM SLOPE AND COVER REQUIREMENTS ARE PROVIDED PRIOR TO INSTALLATION.
10. THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE. OFFSITE BORROW OR WASTE MAY BEREQUIRED.
11. ALL PIPE INVERTS TO BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTING GRAVITY SYSTEMS AND SHALL BEADJUSTED BY THE ENGINEER IF NECESSARY.
12. NEW SIGNS REQUIRE ZONING COMPLIANCE AND BUILDING PERMITS PER UDO. A PERMIT IS REQUIRED FOR THE SITEIDENTIFICATION SIGN. SIGN SHALL MEET NEW HANOVER COUNTY STANDARDS.
13. LANDLORD IS RESPONSIBLE FOR LIGHTING INTERNAL DRIVES. NEW LIGHTING REQUIRES ADDITIONAL PLANS ANDPERMITS TO ENSURE COMPLIANCE WITH UDO.
GENERAL NOTES
PROJECT NAME: ALEXANDER STATION - PHASE 1GOLDEN VENTURES I, LLC
330 MILITARY CUTOFF ROAD
WILMINGTON, NC 28405CONTACT: STEPHANIE LANIEREMAIL: SLANIER@INTRACOASTALREALTY.COM
PROJECT ADDRESS: 7700 MARKET STREET
NEW HANOVER COUNTY, NC
ENGINEER: RIVERVIEW ENGINEERING, PLLC (P-1944)4904 PARK AVENUEWILMINGTON, NC 28403
CONTACT: NICHOLAS J. LAURETTA, PE, LEED AP (035107)PHONE: (910) 398-2882EMAIL: NLAURETTA@RIVERVIEWENG.COM
SURVEYOR: CHARLES F. RIGGS & ASSOCIATES, INC (C-730)
1213 CULBRETH DRIVEWILMINGTON, NC 28405CONTACT: JAMES A. LEWIS, PLSPHONE: 910-681-7444EMAIL: RIGGSLAND@RIGGSLANDNC.COM
PROJECT INFORMATION
VICINITY MAP
LOCATION MAP2SCALE: 1" = 2000'
PROJECTLOCATION
Sheet Number Sheet Title
C-001 COVER
CX101 SURVEY
CX102 EXISTING CONDITIONS & DEMOLITION PLAN
CE101 SEDIMENT & EROSION CONTROL PLAN - PHASE 1
CS101 RECONFIGURATION PLAN
CS102 SITE PLAN
CS103 DRIVEWAY PLAN
CG101 STORM DRAINAGE & GRADING PLAN
CG102 STORM DRAINAGE & GRADING PLAN
CG103 STORM DRAINAGE & GRADING PLAN
CG104 DRAINAGE AREA MAP
CU101 UTILITY PLAN
CU102 UTILITY PLAN & PROFILE
CU103 UTILITY PLAN & PROFILE
L-101 LANDSCAPE PLAN
CE501 SEDIMENT & EROSION CONTROL DETAILS
CE502 SEDIMENT & EROSION CONTROL DETAILS
CS501 SITE DETAIL
CG501 STORM DRAINAGE DETAILS
CG502 STORM DRAINAGE DETAILS
CG503 STORM DRAINAGE DETAILS
CG504 STORM DRAINAGE DETAILS
CG505 STORM DRAINAGE DETAILS
11/17/25
Designer's Plan Certification
I hereby certify that this plan has been prepared in accordance with the latest New Hanover
County Ordinances and Stormwater Design Manual.
Signature:
Printed Name and Title:
Date:
Registration Number:
Nick Lauretta, PE
11/17/25
035107
C C C
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SD SD SD SD
SD SD SD SD SD SD SD SD SD
SD SD
ST 0836TOP EL = 33.8'INV. IN. = 26.5'INV. OUT = 26.5'
ST 0834TOP EL = 34.3'INV. IN. = 28.4'INV. OUT = 28.4'
ST 0830TOP EL = 35.4'INV. IN. FROM ST 0827= 29.4'INV. IN FROM ST 0829 = 30.4INV. OUT = 29.4'
ST 0829TOP EL = 34.3'INV. OUT = 31.1'
ST 0828TOP EL = 34.9'INV. OUT = 31.6'
ST 0827TOP EL = 36.0'INV. IN. FROM ST0823 = 29.80'INV. IN FROM ST 0828 = 31.5'INV. OUT = 29.28'
36" RCP-IVTO ST 0823 36" RCP-IV
15"
RCP
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42" RCP-IV
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ST 0838TOP EL = 33.7'INV. IN. = 25.5'INV. OUT = 25.5'
ST 0839TOP EL = 33.7'INV. OUT = 25.8'
ST 0836AINV. IN. = 23.9'ST 0838AINV. IN. = 23.9'
W W
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GASGASGASGAS GASGASGASGAS
ST 08336AINV. IN. = 23.9'STSTST 0838AINVVV. IN. =
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83
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1
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51.7'
SITE PLAN1SCALE: 1" = 40'
40'0 40'80'
SCALE: 1" = 40'
GRAPHIC SCALE
SITE DATA
TRIP GENERATION - PHASE 1
INTENSITY ADT AM PEAK PM PEAK
PROPOSED
SINGLE FAMILY ATTACHED(215)12 DU 41 1 3
COFFEE W/ DRIVE THRU (937)0.968 KSF 582 97 42
TOTAL 623 98 45
NOTES
1. SURVEY PROVIDED BY CHARLES F. RIGGS AND ASSOCIATES, DATED06/11/25.
2. WETLANDS SHOWN ARE DETERMINED TO BE ISOLATED ANDUNREGULATED.
3. THE SITE IS UNDERLAIN BY LEON (Le) FINE SAND, WHICH IS CLASSIFIED ASHYDROLOGIC SOIL GROUP A/D. DETAILED GEOTECHNICALINVESTIGATIONS WAS PERFORMED AT AREAS WHERE SCM AREPROPOSED.
4. THE PROJECT IS OUTSIDE OF THE 0.2% (500-YR) ANNUAL CHANCEFLOOPLAIN AS SHOWN ON FEMA MAP NUMBER 3720315900J, DATED APRIL3, 2006 AND 3720316900K, DATED AUGUST 28, 2018.
5. SEWER IS PUBLIC (CFPUA) AND EXISTS WITHIN ALEXANDER ROAD. WATERIS PUBLIC (CFPUA) AND EXISTS ON THE PROJECT SIDE OF MARKETSTREET.
6. ALL UTILITY SERVICES CONVEYED THROUGH PRIVATE PROPERTY WILL BEIN ENCOMPASSED IN A PRIVATE UTILITY EASEMENT.
7. POWER SUPPLY WILL BE BY DUKE ENERGY.
8. BUFFERS AND LANDSCAPING SHALL COMPLY WITH NEW HANOVERCOUNTY UNIFIED DEVELOPMENT ORDINANCE.
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TYPE A3 OPAQUEBUFFER (TYP.)
125'75'
968 SFBUILDING
70' PDE
7' SIDESETBACK
7' SIDESETBACK
ENGINEER
PROJECT OWNER
STAMP
CHECKED BY
PRINCIPAL IN CHARGE
REVISIONS
ISSUE FOR
ISSUE DATE
PROJECT ADDRESS
PROJECT NUMBER
SHEET TITLE
SHEET NUMBER
www.rivervieweng.com
4904 PARK AVENUEWILMINGTON, NC 28403(910) 398-2882
nlauretta@rivervieweng.com
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SITE PLAN
CS102
PERMIT DRAWINGS
1023.01
7700 MARKET STREET
WILMINGTON, NC
REVIEW - NOT FOR CONSTRUCTION
NOVEMBER 17, 2025
N. LAURETTA
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PUMP STATION
STORMWATERMANAGEMENT
32
'
PROPOSED RIGHTTURN LANE
15' REARSETBACK
20
'
20
'
20' PERFORMANCEBUFFER (TYP.)
35' REARSETBACK
20
'
20' BUFFER
PROPOSEDSIDEWALK
45'
PRIVATE
R/W
1
10'X70' SIGHT DISTANCETRIANGLE (TYP.)
2
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20' BUFFER15' REARSETBACK
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TYPE A3 OPAQUEBUFFER (TYP.)
10' DUKE
EASEMENT
60'
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PRIMARY POWERTRANSFORMER
PROJECT INFORMATIONPROJECT NAME MARKET STREET DEVELOPMENT
PROJECT ADDRESS 7000 MARKET STREETWILMINGTON, NC
PARCEL ID - PARCEL A R03600-004-002-000R03600-004-001-000R03600-004-022-000
TOTAL PROPERTY ACREAGE ±5.18 AC
APPLICANT/DEVELOPER GOLDEN VENTURES I, LLC330 MILITARY CUTOFF ROADWILMINGTON, NC 28405
ENGINEER RIVERVIEW ENGINEERING, PLLCNICHOLAS LAURETTA, PE, LEED APCURRENT ZONING R-15PROPOSED ZONING B-2 / R-5
CURRENT USE VACANT LANDPROPOSED USE COMMERCIAL / RESIDENTIALCAMA LAND USE URBAN
FLOOD HAZARD ZONE XRIVER BASIN WHITE OAKRECEIVING STREAM PAGES CREEK
CLASSIFICATION SA; HQWSETBACKSFRONTB-2: 25 FT R-5: 20 FT
SIDE STREET B-2: 25 FT R-5: 10.5 FTSIDE INTERIOR B-2: 30 FT R-5: 7 FT
REAR B-2: 35 FT R-5: 15 FT
PROPOSED STRUCTURESNUMBER OF BUILDINGS B-2: 1 R-5: 2BUILDING SQUARE FOOTAGE B-2: 968 SF R-5: 9,000 SF
BY-RIGHT HEIGHT B-2: 50 FT R-5: 40 FTBUILDING HEIGHT 20 FT 36 FTCONSTRUCTION TYPE V-B
BUILDING LOT COVERAGE B-2: 2% R-5: 13%IMPERVIOUS COVERAGE EXISTING 0 SF
PROPOSED 124,185 SF PROPOSED OFFSITE 45,818 SF
DISTURBED AREA 6.18 AC.
PARKING SUMMARY - PHASE 1
INTENSITY REQUIRED PROVIDED
DWELLING, DUAL-UNIT ATTACHED 12 24 24
RESTAURANT
- 6 PER 1,000 SF SEATING AREA 968 SF 6 18
TOTAL PARKING 30 42
ADA COMPLIANT 1 (1 VAN) 2 (2 VAN)
24
'
112.6'
32'
EXISTING DISTRIBUTION LINE (DUKE) TOBE RELOCATED UNDERGROUND, TO BECOORDINATED AND FACILITATED BY LL,EASEMENT TO BE ABANDONED
EASEMENT NOTES
1. BY LANDLORD. A BICYCLE AND PEDESTRIAN PATH SHALL BE PROVIDEDBETWEEN THE RESIDENTIAL UNITS AND THE DEDICATED OPEN SPACEFOR THE RESIDENTIAL DEVELOPMENT. THE PATH SHALL BE RESERVEDAS A PRIVATE ACCESS EASEMENT FOR THE RESIDENTS AND OWNERSOF THE RESIDENTIAL UNITS IF THE PARCELS ARE SUBDIVIDED.
2. BY LANDLORD. A 10-FOOT-WIDE PUBLIC BICYCLE AND PEDESTRIANEASEMENT SHALL BE RESERVED FROM ALEXANDER ROAD THROUGHTHE (CZD) R-5 PORTION OF THE SITE TO THE (CZD) B-2 PORTION OFTHE SITE.
PROVIDE (2) 2" CONDUITFOR IRRIGATION ANDSITE LIGHTING
20' PERFORMANCEBUFFER (TYP.)
24'
16' TYP.
23.7'
28.5'
28.5'
16' TYP.
18' TYP.41' TYP.
24'
R2
5
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R25
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20'
47'27'
25'
30' TYP.
70'
R25
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12'
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11/17/25
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ST 0836TOP EL = 33.8'INV. IN. = 26.5'INV. OUT = 26.5'
ST 0834TOP EL = 34.3'INV. IN. = 28.4'INV. OUT = 28.4'
ST 0830TOP EL = 35.4'INV. IN. FROM ST 0827= 29.4'INV. IN FROM ST 0829 = 30.4INV. OUT = 29.4'
ST 0829TOP EL = 34.3'INV. OUT = 31.1'
ST 0828TOP EL = 34.9'INV. OUT = 31.6'
ST 0827TOP EL = 36.0'INV. IN. FROM ST0823 = 29.80'INV. IN FROM ST 0828 = 31.5'INV. OUT = 29.28'
36" RCP-IVTO ST 0823 36" RCP-IV
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ST 0839TOP EL = 33.7'INV. OUT = 25.8'
ST 0836AINV. IN. = 23.9'ST 0838AINV. IN. = 23.9'
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5
%
(P17) 35LF OF 15"PPE @ 0.43%
54L
F
O
F
1
5
"
PPE
@
0
.
5
0
%
(P6) 101LF OF 18"PPE @ 0.50%(P8) 208LF OF 24"PPE @ 0.50%
(P
2
)
1
6
7
L
F
O
F
7
2
"
PP
E
@
1
.
0
5
%
40LF OF 30"PPE @ 0.50%33LF OF 30"PPE @ 0.50%14LF OF 36"PPE @ 0.50%
73
L
F
O
F
2
4
"
PPE
@
0
.
5
0
%
(P14) 12LF OF 30"PPE @ 0.50%
(P
1
5
)
1
2
9
L
F
O
F
3
0
"
PP
E
@
0
.
5
2
%
97LF OF 3
0
"
PPE @ 0.5
0
%
(P1) 29LF OF 72"PPE @ 1.02%
47LF OF 18"PPE @ 0.50%
(P20) 38LF OF 18"PPE @ 0.50%
14LF OF 18"PPE @ 1.00%
74L
F
O
F
1
8
"
PP
E
@
0
.
5
0
%
46LF O
F
1
5
"
PPE @ 1
.
0
0
%
(P5) 30LF OF 18"PPE @ 0.50%
52LF OF 15"
PPE @ 0.50%
51LF
O
F
1
5
"
PPE
@
1
.
0
0
%
(P7) 30LF OF 15"PPE @ 1.00%
(P31) 16LF OF 36"PPE @ 0.96%
(P3) 129LF OF 72"PPE @ 1.01%
ST-08
MH 1.1
CI 1.7
CI 1.5
CI 2.3
CI 2.10
CI 2.7
CI 2.8 CI 2.9
CI 1.2
CI 1.4
CI 1.3
MH 3.3
MH 3.5
MH 3.4
O 2.2
O 2.3
O 2.1
MH 3.2
CI 2.2
DI 2.1
O 1.1
JB 3
CI 2.5
CI 2.4
00
04040404044444
"03FOOFL921)51P
000
44040404
9
))
P
3738
39
ST-06
ST-07
(P33) 49LF O
F
1
5
"
RCP @ 0.50%
W
W
W
35
35
40
40
40
35
36
38
34 33
37
37
36
36
36
34
36
37
39
37
32
.
5
26
28
37
373839
32
32
31
30
3839 37
39
37
3
6
37
36
37
37
37
38
37 38
W
W
W
38
37
35
38
38
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLO
D
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LOD
LOD
LOD
LODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
34
33
33
MH 3.1
JB 3
SD
x
(E
X
.
)
6
2
L
F
O
F
6
0
"
CM
P
@
0
.
5
0
%
S
STRUCTURE TABLE
STRUCTURE ID
CI 1.2
CI 1.3
CI 1.4
CI 1.5
CI 1.7
CI 2.2
CI 2.3
CI 2.4
CI 2.5
CI 2.7
CI 2.8
CI 2.9
CI 2.10
DI 2.1
JB 3
MH 1.1
MH 3.1
MH 3.2
MH 3.3
MH 3.4
MH 3.5
O 1.1
O 2.1
O 2.2
O 2.3
ST-01
ST-02
ST-03
ST-04
ST-05
ST-06
ST-07
ST-08
RIM/TOP
35.76'
34.67'
33.88'
35.37'
35.47'
37.27'
37.44'
36.61'
36.61'
36.96'
36.32'
37.50'
37.28'
36.80'
36.91'
36.44'
38.00'
39.68'
36.75'
37.00'
33.37'
35.00'
32.50'
37.62'
32.05'
34.69'
28.94'
25.34'
25.92'
27.55'
38.27'
38.02'
34.34'
INV. IN
30.52' (P18)
30.79' (P17)
30.77' (P21)
33.44' (P34)
33.29' (P5)
32.79' (P6)33.21' (P7)33.20' (8)
31.38' (P9)31.87' (6)
31.18' (P10)
31.01' (P11)
31.75' (P8)
30.28' (P19)30.26' (P30)
33.00' (P31)
30.70' (P1)
28.95' (P2)
27.65' (P3)26.00' (P16)
22.90' (P29)22.90' (P4)22.90' (P25)
30.12' (P23)
28.21' (P14)
27.54' (P15)
31.77' (P32)
23.26' (P28)25.53' (P24)
23.49' (P27)
23.80' (P26)
36.50' (P33)
INV. OUT
30.52' (P19)
30.79' (P18)
30.94' (P17)
30.77' (P30)
31.23' (P21)
33.44' (P5)
33.29' (P6)
33.51' (P7)
32.79' (P8)
31.38' (P10)
31.18' (P11)
31.01' (P12)
31.75' (P9)
33.70' (P34)
33.15' (P31)
30.26' (P20)30.26' (P23)
31.00' (P1)
30.70' (P2)
28.95' (P3)
25.17' (P4)
25.90' (P24)
28.27' (P14)
28.21' (P15)
26.48' (P16)
23.24' (P25)
23.26' (P29)
23.49' (P28)
23.80' (P27)
24.18' (P26)
36.74' (P33)
33.00' (P32)
PIPE TABLE
PIPE ID
EX.
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
P14
P15
P16
P17
P18
P19
P20
P21
P23
P24
P25
P26
P27
P28
P29
P30
P31
P32
P33
P34
LENGTH
61.83'
29.43'
166.69'
128.71'
349.59'
30.31'
100.86'
30.30'
207.66'
73.08'
40.25'
33.40'
13.57'
12.00'
129.44'
96.54'
35.01'
54.35'
47.44'
38.37'
45.53'
13.64'
74.21'
67.08'
75.69'
61.00'
45.38'
72.32'
50.94'
16.13'
29.37'
49.00'
51.54'
SIZE
60"
72"
72"
72"
72"
18"
18"
15"
24"
24"
30"
30"
36"
30"
30"
30"
15"
15"
18"
18"
15"
18"
18"
42"
18"
18"
15"
24"
15"
36"
15"
15"
15"
MATERIAL
CMP
PPE
PPE
PPE
PPE
PPE
PPE
PPE
PPE
PPE
PPE
PPE
PPE
PPE
PPE
PPE
PPE
PPE
PPE
PPE
PPE
PPE
PPE
RCP
RCP
RCP
RCP
RCP
PPE
PPE
PPE
RCP
PPE
SLOPE
0.50%
1.02%
1.05%
1.01%
0.65%
0.50%
0.50%
1.00%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.52%
0.50%
0.43%
0.50%
0.50%
0.50%
1.00%
1.00%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
1.00%
0.96%
4.18%
0.50%
0.50%
STORM DRAINAGE & GRADING PLAN1SCALE: 1" = 40'
40'0 40'80'
SCALE: 1" = 40'
GRAPHIC SCALE
PUMP STATION
96
8
S
F
FFE
:
3
8
.
0
'
ENGINEER
PROJECT OWNER
STAMP
CHECKED BY
PRINCIPAL IN CHARGE
REVISIONS
ISSUE FOR
ISSUE DATE
PROJECT ADDRESS
PROJECT NUMBER
SHEET TITLE
SHEET NUMBER
www.rivervieweng.com
4904 PARK AVENUEWILMINGTON, NC 28403(910) 398-2882
nlauretta@rivervieweng.com
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STORM DRAINAGE
& GRADING PLAN
CG101
PERMIT DRAWINGS
1023.01
7700 MARKET STREET
WILMINGTON, NC
REVIEW - NOT FOR CONSTRUCTION
NOVEMBER 17, 2025
N. LAURETTA
NJL
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WET POND(SCM #2)
RETAINING WALL ABOVEPERMANENT POOL
FOREBAY
MAINBAY
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
STORM DRAINAGE PIPE
WATER MAINW
SANITARY SEWER MAIN
WATER VALVE
SS
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
30
29
GENERAL NOTES
MATERIALS AND EASEMENT NOTES:
1. ALL STORM DRAINAGE PIPING TO BE HP STORM DUAL WALLPOLYPROPYLENE PIPE (PPE), UNLESS OTHERWISE NOTED.
2. ALL STORM DRAINAGE PIPING CONVEYING DISCHARGE FROM THEPUBLIC RIGHT-OF-WAY SHALL BE CONTAINED WITHIN A PUBLICDRAINAGE EASEMENT WHOSE WIDTH IS DETERMINED BY THEDEPTH OF BURY.
STORM DRAINAGE AND GRADING NOTES
1. IN ACCORDANCE WITH NC GENERAL STATUTES, NPDESREGULATIONS, AND NCDEQ REQUIREMENTS, STORMWATERDISCHARGE OUTFALLS SHALL BE INSPECTED BY THE CONTRACTOR.INSPECTIONS SHALL BE PERFORMED BY THE CONTRACTOR AFTEREACH STORM EVENT OF 1/2 INCH OR GREATER, WITH ONE WEEKLYINSPECTION MINIMUM. NCDEQ STANDARD INSPECTION REPORTSSHALL BE PREPARED AND SIGNED WITH COPIES PROVIDED TO THEOWNER, ARCHITECT, AND ENGINEER, BY THE CONTRACTOR.
2. INLET PROTECTION SHALL BE INSTALLED AROUND OUTFALL.DEVICES SHALL BE CONSTRUCTED TO FINAL PROPOSED CONDITIONUPON STABILIZATION OF CONTRIBUTING GROUND SURFACES ANDREMOVAL OF SEDIMENT FROM STORM PIPES.
3. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BEFIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IF ANYDISCREPANCIES EXIST PRIOR TO PROCEEDING WITHCONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NOEXTRA COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANYWORK DONE DUE TO DIMENSIONS OR GRADES SHOWNINCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOTBEEN GIVEN.
4. LANDLORD SHALL ENGINEER, DESIGN, AND PROVIDE TENANT THEDEMISHED PREMISES AT THE FOLLOWING SUB-GRADES:4.1. FOR ALL AREAS OF THE DEMISED PREMISES LOCATED INSIDEOF THE PERIMETER CURB LINE: FOURTEEN (14) INCHESBELOW TENANT'S FINISHED GRADE, PLUS OR MINUS ONE (1)INCH. 4.2. FOR ALL AREAS OF THE DEMISED PREMISES LOCATEDOUTSIDE OF THE PERIMETER CURB LINE: SIX (6) INCHESBELOW TENANT'S FINISHED GRADE, PLUS OR MINUS ONE (1)INCH.
R-TANK SDQUADDETENTIONSTORAGE(SCM #1)
CONTECH SF48(SCM #2)
DRAINAGE AREA(SCM #1)
DRAINAGE AREA(SCM #2)
INSTALL JB ANDEXTEND EXISTING36" RCP TO MH 3.1
CONNECT TOEXISTING 18" RCP
FFE:40.17'
FFE:40.17'
11/17/25
C C C
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
C C C
W WGAS GAS
W W
SD SD SD SD
SD SD SD SD SD SD SD SD SD
SD SD
ST 0836TOP EL = 33.8'INV. IN. = 26.5'INV. OUT = 26.5'
ST 0834TOP EL = 34.3'INV. IN. = 28.4'INV. OUT = 28.4'
ST 0830TOP EL = 35.4'INV. IN. FROM ST 0827= 29.4'INV. IN FROM ST 0829 = 30.4INV. OUT = 29.4'
ST 0829TOP EL = 34.3'INV. OUT = 31.1'
ST 0828TOP EL = 34.9'INV. OUT = 31.6'
ST 0827TOP EL = 36.0'INV. IN. FROM ST0823 = 29.80'INV. IN FROM ST 0828 = 31.5'INV. OUT = 29.28'
36" RCP-IVTO ST 0823 36" RCP-IV
15"
RCP
-
I
V
42" RCP-IV
42" RCP-IV
96
"
R
C
P
-
I
V
SD SD SD SD SD18" RCP-IV 18" RCP-IV CONTINUES
18"
R
C
P
-
I
V
42" R
C
P
-
I
V
ST 0838TOP EL = 33.7'INV. IN. = 25.5'INV. OUT = 25.5'
ST 0839TOP EL = 33.7'INV. OUT = 25.8'
ST 0836AINV. IN. = 23.9'ST 0838AINV. IN. = 23.9'
W W
S
S
SS
SS SS
S
S
SS
SS
SS
SS
SS
S
S
SS
S
SS
SS
SS
SS
SS
SS
SS
W
64L
F
O
F
6
"
P
V
C
@
-
0
.
6
0
%
93LF OF 8" PVC @ 0.40%
195
L
F
O
F
6
"
P
V
C
@
0
.
6
0
%
41LF
O
F
8
"
P
V
C
@
0
.
4
0
%
15
5
L
F
O
F
8
"
P
V
C
@
0
.
4
0
%
11
4
L
F
O
F
8
"
P
V
C
@
0
.
4
0
%
FM
FM
FM
S
SS
SS
SS
SS
SS
15
5
L
F
O
F
8
11
4
L
F
O
F
8" P
V
C
@
0.4
0
%
S
S
SS
SS SS SS
W
W
W
O
@@@CV
OFOF
C@@CC C@@
W
W
W
W
W
W
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLO
D
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LOD
LOD
LOD
LODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
PROP. S1STA: 10+05.00INV OUT: 33.05
PROP. S2STA: 12+00.40INV IN: 31.88INV OUT: 31.78
PROP. S5STA: 14+48.27INV IN: 32.39INV IN: 30.59INV OUT: 30.49
PROP. S6STA: 15+61.85INV IN: 30.04INV OUT: 29.94
PROP. S7STA: 17+17.34INV IN: 29.32INV OUT: 29.22
PROP. S8STA: 17+58.29INV IN: 29.06INV OUT: 28.96
PROP. S9STA: 14+48.27INV OUT: 32.00
PROP. S4STA: 13+33.15INV IN: 31.15INV OUT: 31.05
PROP. S3STA: 12+93.55INV IN: 31.41INV IN: 31.61INV OUT: 31.31
SD
x
S
PROP. PSSTA: 17+72.86INV IN: 28.90
UTILITY PLAN1SCALE: 1" = 40'
40'0 40'80'
SCALE: 1" = 40'
GRAPHIC SCALE
COMMERCIAL DUPLEXPUMP STATION
968 SFBUILDINGFFE: 38.0'
ENGINEER
PROJECT OWNER
STAMP
CHECKED BY
PRINCIPAL IN CHARGE
REVISIONS
ISSUE FOR
ISSUE DATE
PROJECT ADDRESS
PROJECT NUMBER
SHEET TITLE
SHEET NUMBER
www.rivervieweng.com
4904 PARK AVENUEWILMINGTON, NC 28403(910) 398-2882
nlauretta@rivervieweng.com
DRAWN BY
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UTILITY PLAN
CU101
PERMIT DRAWINGS
1023.01
7700 MARKET STREET
WILMINGTON, NC
REVIEW - NOT FOR CONSTRUCTION
NOVEMBER 17, 2025
N. LAURETTA
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NJL
EXISTING FIREHYDRANT TO REMAIN
8"X2" TAPPINGSLEEVE AND VALVE
2" WATER METER BOX,MIN. 18" INSIDE ROW
4" SANITARY SEWERFORCEMAIN
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
STORM DRAINAGE PIPE
WATER MAINW
SANITARY SEWER MAIN
WATER SERVICE
WATER VALVE
SANITARY SEWER SERVICE
SS
W
ELECTRICALTRANSFORMER
EXISTING FIREHYDRANT TO REMAIN
1" IRRIGATIONMETER BOX
12"X8" TAPPINGSLEEVE AND VALVE
2" WATER METERMIN. 18" INSIDE ROW
2" REDUCED PRESSUREZONE (RPZ)
2" HDPE SDR9 WATERSERVICE
5/8" IRRIGATION METER ANDBACKFLOW PREVENTER
6" REDUCED PRESSUREDETECTOR ASSEMBLY (RPDA)
6" DIP FIRE SERVICE
FIRE HYDRANTASSEMBLY
6" GRAVITY SANITARYSEWER STUB AND COINV.: 31.60
8"X2" TAPPINGSLEEVE AND VALVE
2" MASTER WATER METERMIN. 18" INSIDE ROW
2" REDUCED PRESSUREZONE (RPZ)
2" HDPE INSTALLED BYDIRECTIONAL BORE
2" HDPE INSTALLED BYDIRECTIONAL BORE
11/17/25
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: December 12, 2025
Subject: Alexander Road Coffee
NCDOT Projects:
•U-4902D US 17 BUS (Market Street) – access management improvements
from SR 1403 (Middle Sound Loop Road) to SR 2290 (Mendenhall Drive). This
project is in direct proximity to the proposed site location and is currently under
construction. The project is estimated to be approximately 85% complete as of
November 2025 with an estimated date of completion as December 30, 2025.
WMPO 2050 MTP Projects:
•U-4902D is also in the 2050 WMPO MTP.
New Hanover County Projects:
•N/A
TIA: A TIA for Alexander Road Retail was approved by the WMPO on June 4, 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.
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: December 11, 2025
Subject: Alexander Road Coffee
NCDOT Projects:
• U-4902d – US 17 (Market Street): Middle Sound Loop Road to Mendenhall Drive
Construct access management improvements. It is in direct proximity to this site.
WMPO 2050 MTP Projects:
• U-4902D – Is also in the 2050 WMPO MTP.
New Hanover County Projects:
• N/A
TIA: A TIA for Alexander Road Retail was approved by the WMPO on June 4, 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
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
ITE Land Use Code 937 Coffee Shop with Drive Through Window – 1,850 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)
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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