HomeMy WebLinkAboutTRC Compiled Comments
Sidbury Casitas Neighborhood Amenity Center – Sidbury Road – TRC Review
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To: Pat Fitzgerald, DHIC LLC
From: Amy Doss, Associate Planner
Date: September 17, 2025 Technical Review Committee (TRC)
PID#: R01900-002-291-000
Egov# SITECN-25-000094
Subject: Sidbury Road – Sidbury Casitas Neighborhood 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 September 17, 2025, TRC meeting. Additional
comments may be made upon further review of subsequent revisions.
Sidbury Casitas Neighborhood Amenity Center – Sidbury Road – TRC Review
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Planning, Amy Doss 910-798-7571
Compliance with local zoning requirements
1. General Comments
a. Zoning district is R-15, Residential.
b. As stated in the application the intended use is Residential Amenity Center.
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. Use requires 2.5/1,000 square feet of building area. Project proposes 2,313 square
feet. Required parking is 2,313 / 1,000 = 2.3 x 2.5 = 6 required parking spaces. Site plan
proposes 18 spaces. Please note required and proposed on the plan.
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
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. Sheet C10.11 reflects all required landscaping including: street yard buffer, parking lot
landscaping, foundation plantings and trees for disturbed acreage. Thank you for
including a thorough landscape plan.
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.
Sidbury Casitas Neighborhood Amenity Center – Sidbury Road – TRC Review
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b. Is any lighting proposed for the site?
7. UDO Section 5.6, Signs
a. 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 map there is Pocosin present however
there are no class IV soils so the conservation resource standards do not apply.
9. UDO Article 9, Flood Damage Prevention
a. Per the New Hanover County Flood map, this property is not within a flood risk area.
NHC Fire Services, Ray Griswold 910-798-7448
Compliance with NC Fire Code
1. Fire Finals required
2. Portable fire extinguishers required per NFPA 10
3. Pool Chemicals shall be stored in accordance with manufacturer's instructions and Safety
Data Sheets shall be maintained on site.
4. All doors for storage and distilling of chemicals shall be labeled and the use of NFPA 704
signage shall be posted on doors.
NHC Engineering, Galen Jamison 910-798-7072
Stormwater management and land disturbance
1. Please submit for permit revisions to County stormwater permit STMW-24-0051 and land
disturbance permit LNDP-24-00155. 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) using the
referenced permit numbers.
2. Please contact the State for their stormwater permit requirements. It is anticipated a minor
modification to the permit will be required.
Sidbury Casitas Neighborhood Amenity Center – Sidbury Road – TRC Review
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NHC Environmental Health, Dustin Fenske 910-798-6732
Septic tanks and wells
1. Site plan and application state connection to public water and sewer. Environmental Health
records indicate no well or septic systems on this property. Proposed infrastructure does
not violate setbacks to any surrounding properties well or septic systems.
2. Application states this will be an amenity center with a pool. Submit pool plans to NHC
Environmental Health for approval. These plans must be approved prior to building permit
issuance.
NHC Addressing, McCabe Watson 910-798-7068
Street naming and property address
1. Please submit street name proposals. Amenity center will be addressed off Road S.
2. 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. 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 are available.
4. CFPUA Plan Review will be required.
5. CFPUA Meter Sizing Form will be required.
6. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains).
7. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE
Application Form and a Preliminary Plan, this determination does not guarantee capacity.
8. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the
plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the
Authority.
NCDOT, Nick Drees 910-343-3915
Sidbury Casitas Neighborhood Amenity Center – Sidbury Road – TRC Review
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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 permitting required.
Project information also provided to the following state agencies and non-regulatory local
agencies for their awareness:
New Hanover County Emergency Management
New Hanover County Schools
NC Department of Environmental Quality (DEQ)
NC DEQ Division of Coastal Management
NC DEQ Division of Energy, Mineral, and Land Resources
NHC Sustainability Manager, Madelyn Wampler 910-798-7175
NHC Soil & Water Conservation
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JOSH STEIN J.R. “JOEY” HOPKINS
GOVERNOR SECRETARY
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
04-11-03 COURIER
Telephone: 910-398-9100
Customer Service: 1-877-368-4968
Website: ncdot.gov
Location:
5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
Memorandum
To: New Hanover County Technical Review Committee
Date: September 2, 2025
Subject: Casitas Amenity Site – Sidbury 187
________________________________________________________________________
These are preliminary comments and are based on the plans as submitted for the proposed
site. They are subject to further review upon receipt of any additional information.
Subsequently, additional comments and/or requirements may be necessary for this site.
General Comments:
NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT
Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx
You can coordinate with the District Office with any questions 910-398-9100.
NCDOT Driveway Permit:
An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and
15 of the Policy on Street and Driveway Access to North Carolina Highways to include
access locations within 500’ of the proposed access on both sides of the State Road.
Submit to the local NCDOT District Engineer’s Office.
• Refer to the NCDOT checklist (included) for required documents and site plan
information.
NCDOT Encroachment Agreement:
An NCDOT Encroachment Agreement is required for any utility connections or
installations within the NCDOT right-of-way (form 16.6).
• Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for
required documents and site plan information.
An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths
installed within the NCDOT right-of-way (form 16.6).
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DISTRICT 3 ENGINEER’S OFFICE
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
04-11-03 COURIER
Telephone: 910-398-9100
Customer Service: 1-877-368-4968
Website: ncdot.gov
Location:
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
Required Roadway Improvements:
Roadway Improvements are required for this development per the approved TIA.
Refer to the NCDOT Roadway Design Manual for help with the design of any required
roadway improvements.
Site Plan Comments:
Right of Way and/or Easement Dedication:
• Additional right of way and/or easements may be necessary to construct all the
required roadway improvements.
Drainage/Stormwater Conveyance:
• If the drainage does not naturally flow to the NCDOT right of way the historic
drainage pattern should be maintained.
NCDOT Standard Drawings:
• Include/update the NCDOT Standard Drawings (2024) that are applicable to the
development.
Sight Triangles and Sight Distance:
• Show and label the 10’ X 70’ NCDOT sight triangles.
o No obstructions shall be placed within the NCDOT sight triangles.
• Show and label the stopping sight distance.
o No obstructions shall be placed within the stopping sight distance.
Identification Signing and Landscaping:
• Identification signing or landscape vegetation within the median and the sight
distance triangle must not obstruct the driver’s line of sight. No landscaping or
signing will be allowed to exceed 42 inches in height, measured from the Edge of
Pavement (EOP) within the median or sight triangle.
• All pylon signs in the median or sight distance triangle must provide a vertical
clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the
EOP. Signing located within a clear recovery area shall be of a “breakaway
design.”
• Only low growing shrubbery, consistent with the NCDOT’s landscaping policies,
as contained in the publication “Guidelines for Planting Within Highway Right of
Way,” will be allowed within a landscaped median and the sight distance triangle
at the entranceway to a development, whether the street or driveway connection to
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DISTRICT 3 ENGINEER’S OFFICE
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
04-11-03 COURIER
Telephone: 910-398-9100
Customer Service: 1-877-368-4968
Website: ncdot.gov
Location:
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
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.
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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□□ □□ □ □
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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
Y N n/a Y N n /a
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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
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EOP
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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
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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
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SCALE: 1"=200'LOCATION MAP3PROJECT INFORMATION4
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Certification of SubmissionA copy of this plat has been submitted. Approval is subject to Review; this does not constitute anapproval.
Pender County Utilities:____________________________________________Date:________________
Pender County Environmental Health:_______________________________Date:________________
Pender County Addressing Coordinator:_____________________________Date:________________
Pender County Fire Marshal:________________________________________Date:________________
Certification of Preliminary Plat ApprovalPreliminary Plat Approved by Pender County for a Period of two (2) years subject to the PenderCounty Unified Development Ordinance requirements and conditions of approval.
Planning Staff:_____________________________________________________Date:_______________
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PROJECT DATA
NAME OF PROJECT:
SIDBURY 187 CASITAS -
NEIGHBORHOOD AMENITY AREANEW HANOVER COUNTY, NORTH CAROLINA
OWNER:
FORESTAR (USA) REAL ESTATE GROUP, LLC363 WANDO PLACE DR. SUITE 201, MOUNT PLEASANT, SC, 29464CONTACT: (843) 955-9161
DEVELOPER:DHIC, LLC1341 HORTON CIRCLE CITY
Arlington, TX 76011
PHONE: (910) 515-9561CONTACT: CRAIG CADWALLER, CCIM
PREPARED BY:
MCKIM & CREED, INC243 FRONT STREETWILMINGTON, NORTH CAROLINA 28403PHONE: (910) 343-1048
PROJECT ENGINEERCONTACT: HASTINGS SARTIN, PEEMAIL: GSARTIN@MCKIMCREED.COM
PROJECT LANDPLANNERCONTACT: TARA S. MURPHY, PLA, PMPEMAIL: TSCHWENZFEIER@MCKIMCREED.COM
COUNTY AND AGENCY CONTACTS
A. New Hanover County Planning
Planning and Land Use
230 Government Center Drive, Suite 110
Wilmington, NC 28403(910)798-7165
B. New Hanover County Engineering
230 Government Center Drive, Suite 160
Wilmington, NC 28402-1810(910) 798-7051
C. New Hanover County
Sediment and Erosion Control
230 Government Center Drive, Suite 160Wilmington, NC 28403
(910) 798-7432
D. Cape Fear Public Utility Authority
235 Government Center Drive
Wilmington, NC 28403
(910) 332-6626
Sheet List Table
Sheet Number Sheet Title
C1.0 COVER
C1.1 GENERAL NOTES
C3.11 AMENITY SITE PLAN - OVERALL
C7.11 AMENITY GRADING & DRAINAGE PLAN -OVERALL
C7.12 AMENITY GRADING & DRAINAGE PLAN - SPOTELEVATIONS
C8.11 AMENITY UTILITY PLAN - OVERALL
C10.11 AMENITY LANDSCAPE PLAN - OVERALL
C11.11 AMENITY SITE DETAILS
C11.12 AMENITY SITE DETAILS
C11.13 AMENITY SITE DETAILS
C16.11 STORM WATER DETAILS
C16.12 STORM WATER DETAILS
C17.11 AMENITY LANDSCAPE DETAILS
SITE
SHEET INDEX2
INFORMATION/APPROVAL STAMPS1
I:\04245\0085\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CA 1.0 - COVER.DWG ---- 08/07/2025 18:09:50
8/12/2025
EV
EV
22
21
23
24
EV
EV
G G G G G G G G G G G G G G G G G G G G
18.0'
RO
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(5
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9.0
'
9.0
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9.0
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9.0
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7.0
'
5.0
'
7.0'7.0'
26.0'18.0'
30' ACCESS EASEMENT
10' DRAINAGE EASEMENT
32.0'
44
.
5
'
SIDBURY ROAD
POND 14
11.
0
'
7.0'
R17.5' (TYP.)
5.0
'
CLUSTER MAIL BOX KIOSK TOBE DESIGNED BY OTHERS
POOL TO BE DESIGNED BY OTHERS1975 SF
OUTDOOR KITCHEN AND PICNIC AREATO BE DESIGNED BY OTHERS
PERIPHERY PERFORMANCERESIDENTIAL 20' SETBACK (TYP.)
EXISTING PUBLIC ROW TYP.
EXISTING 10" GAS LINE
POOL FENCE TYP.SEE 5/C11.12
POOL FENCE GATE TYP.(SEE DETAIL 5/C11.12)
OUTDOOR HAMMOCK ANDHAMMOCK STAND(SEE DETAIL 7/C11.13)
SEATING WALL(SEE DETAIL 2/C11.13)
MONUMENT SIGN SEENOTE 3 THIS SHEET
PET WASTE STATION(SEE DETAIL 5/C11.13)
BIKE RACK LAYOUT(SEE DETAIL 1&3/C11.13)
POOL HOUSE ANDAMENITY
GRILLING STATION (SEE NOTE 4 THIS SHEET)
ADA PARKING SIGNAGE 4/C11.11
CURB RAMP TYP. B(SEE DETAIL 1/C11.12)
POOL SHOWER(SEE NOTE 6 THIS SHEET)
AMENITY SITE PROJECT BOUNDARY
CURB RAMP - TYPE A(SEE DETAIL 3/C11.12)
CURB RAMP - TYPE A(SEE DETAIL 3/C11.12)
CONCRETE SIDEWALK(SEE DETAIL 2/C11.11)
CONCRETE PAVEMENT JOINT(SEE DETAIL 1/C11.11)
ACCESSIBLE PARKING SPACE(SEE DETAIL 3/C11.11)
ASPHALT PAVEMENT(SEE DETAIL 2/C11.12)
WASTE BIN 6/C11.13
FIRE PIT SEE DETAIL 4/C11.13)
ARTIFICIAL TURF(SEE DETAIL 4/C11.12)
18
.
0
'
CHANNEL DRAIN(SEE DETAIL 4/C16.11)
EV PARKING SPACE(TO BE DESIGNED BY OTHERS)
CONCRETE JOINT (TYP.)FINAL CONCRETE JOINTSCHEDULE TO BE PROVIDEDBY POOL CONSULTANT
WASTE BIN (TYP.)(SEE DETAIL 6/C11.13)
LOUNGE CHAIR (TYP.)TO BE SELECTED BY OWNER
EV CHARGING STATION, TO BEINSTALLED BY CLIENT PERMANUFACTURER SPECIFICATIONS.
5.0
'
5.0
'
11.
0
'
9.0
'
4' MIN
4' MIN
WHEEL STOP (SEE DETAIL 6/C11.11)
R4' (TYP.)
R4' (TYP.)
5.0
'
SITE DATA1SCALE: 1"=20'SITE PLAN - OVERALL2
DESCRIPTIONS DATEREV.NO.REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
8020 Tower Point Drive
Phone: (704)841-2588, Fax: (704)841-2567Charlotte, North Carolina 28227
I:\04245\0085\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CA 3.0 - SITE PLAN - OVERALL.DWG ---- 08/07/2025 18:10:18
SIDBURY 187 CASITAS
NEW HANOVER COUNTY, NC
PRE
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SCALE 1" = 20'
402020
CONCRETE SIDEWALK
ARTIFICIAL TURF
LEGEND:
POOL FENCE
SITE DATA TABLE
GENERAL INFORMATION
PROPERTY OWNER:FORESTAR (USA) REAL ESTATE GROUP LLC
PARCEL ID:R01900-002-291-000
CURRENT ZONING: R-15
TOTAL ACREAGE (OVERALLDEVELOPMENT):+/- 49.85 AC (CASITAS)
PROJECT AREA 0.86 AC
DISTURBED AREA 0.86 AC
PROPOSED USE: NEIGHBORHOOD RECREATION
ADDRESS: TO BE DETERMINED
LANDSCAPE BUFFERS REQUIRED PROPOSED
EAST STREET YARD SEE PLAN
NOTE: SEE LANDSCAPE PLAN, C10.0 FOR ADDITIONAL LANDSCAPING REQUIREMENTS
IMPERVIOUS COVERAGE (STORMWATER BUA ACCOUNTING)
PHASE 1 - PARKING AREA AND ADJACENT SIDEWALKS
PARKING SEE SIDBURY 187 CASITAS (SEPERATE COVER)
SIDEWALKS SEE SIDBURY 187 CASITAS (SEPERATE COVER)
AMENITY CENTER
POOLHOUSE AND AMENITY FACILITY 2313
SIDEWALKS 2019
POOL DECK 7504
FIRE PIT 420
HAMMOCK AREA 730
GRILL & PICNIC AREA 955
MAIL KIOSK PAD 233
PHASE 2 TOTAL SF 14,174 SF
1. DUKE ENERGY TO DESIGN, OWN, AND MAINTAIN STREETLIGHTING IN ACCORDANCE WITH THE NEW HANOVER COUNTYSUBDIVISION ORDINANCE, SECTION 52-9.2. SIGNAGE TO BE DESIGNED, DETAILED & PERMITTED BY OTHERS.LOCATION SHOWN FOR INFORMATIONAL PURPOSES ONLY.3. CLUSTER MAIL KIOSK, GRILLING STATION, POOL SHOWER, ANDFOOT WASH TO BE DESIGNED, DETAILED & PERMITTED BYOTHERS. LOCATION SHOWN FOR INFORMATIONAL PURPOSESONLY.4. ALL SITE FURNISHINGS NOT DETAILED, SHALL BE SELECTED BYOWNER AND INSTALLED PER MANUFACTURER'SRECOMMENDATIONS.5. STAFF IS RESPONSIBLE FOR EMPTYING TRASH AND RECYCLINGINTO RECEPTACLES.6. SEE ARCHITECTURAL DRAWINGS FOR DETAILED CLUBHOUSEINFORMATION.7. SEE POOL CONSULTANT DRAWINGS FOR POOL DETAILS.
PERIPHERY PERFORMANCERESIDENTIAL 20' SETBACK
AMENITY SITE PLAN -OVERALL
C3.11
1"=20'
N/A 0
04245-0085
ES
TSM
08/07/2025
GHS/ TSM
ES
90% SET
NOTES:
SEAL
8/12/2025
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: September 3, 2025
Subject: Sidbury 187 Casitas – Amenity
Comments:
• N/A
NCDOT Projects:
• R-3300A - US17 – US 17 Bypass south of Hampstead to NC 210. Construction year 2026
is in close proximity to this site.
WMPO 2045 MTP Projects:
• R-3300A is also in the 2045 MTP.
New Hanover County Projects:
• NCHBIKEPEDPRIORITIES-2024 – Kerr Avenue North/Barvarian Lane. 10’ paved Multi
Use Path.
TIA: A TIA for Jenkins Commercial (Hampstead) was approved by the WMPO on August 23, 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.
May 7, 2024 REVISED August 25, 2025
Mr. AJ Anastopoulo, PE
DAVENPORT
5917 Oleander Drive, Suite 206
Wilmington, NC 28403
RE: Approval with conditions of the Traffic Impact Analysis (TIA) associated with the proposed
Sidbury 187 (Gore Tract) residential development in New Hanover County, North Carolina.
Dear Mr. Anastopoulo:
The WMPO, NCDOT and New Hanover County staffs have reviewed the Sidbury 187 TIA (sealed April 08, 2024).
This approval letter with conditions has been revised to reflect ongoing construction along US 117 (N
College Road) and SR 1318 (Blue Clay Road) and as a result several of the required phase 1 improvements
have been reassigned to Phase 2 of the development. Based on the information provided and conversations
held to date, it is our understanding that the proposed development will be built out in three (3) phases and
consists of the following land uses:
Phase 1 (build year 2029):
o ITE Land Use Code 210 –324 Single Family detached housing
o ITE Land Use Code 215 –144 Townhomes
Phase 2 (build year 2030):
o ITE Land Use Code 210 – 601 Single Family detached housing
o ITE Land Use Code 215 –268 Townhomes
Full Build (build year 2032):
o ITE Land Use Code 210 – 1312 Single Family detached housing
o ITE Land Use Code 215 – 442 Townhomes
Based upon the review of the analysis provided, the following improvements are required of this development:
Revised Approval with conditions of Sidbury 187 Village Traffic Impact Analysis (New Hanover County)
Page 2 of 4
US 117 (N College Road) and SR 1318 (Blue Clay Road) (Signalized intersection)
Phase 1
Construct an eastbound right turn lane on SR 1318 (Blue Clay Road) with 200 feet of storage, appropriate
full width deceleration and taper.
Extend the existing northbound right turn lane on US 117 (N College Road) to provide 550 feet of storage,
appropriate full width deceleration, and taper.
Restripe the northbound left turn lane on US 117 (N College Road) to provide 100 feet of storage and a
two way left turn lane (TWLTL) of 150 feet.
Provide overlap phasing for eastbound right turn lane and optimize the signal cycle length and timings.
Modify the signal plan to accommodate the above improvements.
Phase 2 & Full Build
Construct an eastbound right turn lane on SR 1318 (Blue Clay Road) with 200 feet of storage, appropriate
full width deceleration and taper.
Extend the existing northbound right turn lane on US 117 (N College Road) to provide 550 feet of storage,
appropriate full width deceleration, and taper.
Restripe the northbound left turn lane on US 117 (N College Road) to provide 100 feet of storage and a
two way left turn lane (TWLTL) of 150 feet.
Provide overlap phasing for eastbound right turn lane and optimize the signal cycle length and timings.
Modify the signal plan to accommodate the above improvements.
Full Build
No additional improvements are required.
SR 1318 (Blue Clay Road) and SR 1336 (Sidbury Road) (Stop-controlled intersection)
Phase 1, Phase 2 & Full Build
No improvements are required.
SR 1336 (Sidbury Road) and SR 2181 (Dairy Farm Road) (Stop-controlled intersection)
Phase 1
Install a traffic signal.
Restripe the gore area on the eastbound approach to extend the eastbound left turn storage on SR 1336
(Sidbury Road) to 300 feet and appropriate taper.
Phase 2 & Full Build
No additional improvements are required.
SR 1336 (Sidbury Road) and Buck Drive/Sidbury Station Access 1
Phase 1, Phase 2 & Full Build
No improvements are required.
Revised Approval with conditions of Sidbury 187 Village Traffic Impact Analysis (New Hanover County)
Page 3 of 4
SR 1336 (Sidbury Road) and SR 2202 (Edna Buck Road)/Sidbury Station Access 2
Phase 1
Install a traffic signal and provide necessary equipment for coordination.
Restripe the gore area on the eastbound approach to provide an exclusive eastbound left turn lane on
SR 1336 (Sidbury Road) with 50 feet of storage, appropriate full width deceleration and taper.
Phase 2 & Full Build
No additional improvements are required.
SR 1336 (Sidbury Road) and Sidbury Station Access 3 (Stop-controlled intersection)
Phase 1
Construct an exclusive northbound right turn lane on Site Access with 100 feet of storage, appropriate
full width deceleration and taper.
Phase 2
No improvements are required.
Full Build
Extend the eastbound right turn lane on SR 1336 (Sidbury Road) to provide 375 feet of storage,
appropriate full width deceleration and taper.
Extend the westbound left turn lane on SR 1336 (Sidbury Road) to provide 100 feet of storage,
appropriate full width deceleration and taper.
US 17 and SR 1336 (Sidbury Road) (Signalized intersection)
Phase 1, Phase 2 & Full Build
No improvements are required.
SR 1336 (Sidbury Road) and Site Access 1 (Proposed stop-controlled intersection)
Phase 1
Option 1
Install a traffic signal and provide necessary equipment for coordination.
Construct an eastbound right turn lane on SR 1336 (Sidbury Road) with 200 feet of storage, appropriate
full width deceleration and taper.
Construct a westbound left turn lane on SR 1336 (Sidbury Road) with 250 feet of storage, appropriate
full width deceleration and taper.
Construct site access (northbound approach) with an internal protected stem of 200 feet, measured from
the right-of-way line. The approach shall have one ingress lane and two egress lanes, configured as an
exclusive left turn lane and exclusive right turn lane each with 200 feet of storage.
Revised Approval with conditions of Sidbury 187 Village Traffic Impact Analysis (New Hanover County)
Page 4 of 4
Option 2
Construct a single lane roundabout.
Construct northbound approach (site access) with an internal protected stem of 200 feet measured from
the right-of-way, configured with one ingress and one egress lane.
Provide yield control for all approaches.
Phase 2 & Full Build
No additional 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.
Sincerely,
Caitlin M. Cerza
Transportation Planning Engineer
Wilmington Urban Area MPO
Attachment – Exhibit of required improvements
Ec: Ben Hughes, PE, District Engineer, NCDOT
Jon Roan, Deputy District Engineer, NCDOT
Michael Bass, Assistant District Engineer, NCDOT
Frank Mike, Assistant District Engineer, NCDOT
Madi Lee, PE, Development Review Engineer, NCDOT
Stonewall Mathis, PE, Division Traffic Engineer, NCDOT
Bryce Cox, Senior Assistant Traffic Engineer, NCDOT
Nick Drees, Engineering Specialist, NCDOT
Abby Lorenzo, MPA, Deputy Director, WMPO
Luke Hutson, Engineering Associate, WMPO
Robert Farrell, Development Review Supervisor, New Hanover County
Amy Doss, Development Review Planner, New Hanover County
Zach Dickerson, Senior Development Review Planner, New Hanover County