HomeMy WebLinkAboutBayshore Townhomes TRC Comments - Compiled
Bayshore Townhomes – Major Subdivision – TRC Review
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To: Bayshore Townhomes, LLC, aengbretson@paramounte-eng.com
From: Robert Farrell, Development Review Supervisor
Date: April 2, 2025
PID#: R03700-004-189-000, R03700-004-128-000, R03700-004-000, R03600-006-082-000,
R03600-005-007-000, and R03600-005-006-002
Egov# SUBPP-25-0020
Subject: Bayshore Townhomes - Preliminary Plan TRC Review
The following comments have been received for the Month Day, 2024, TRC meeting. Additional comments
may be made upon further review of subsequent revisions.
Please note: following the TRC meeting, a revised preliminary plan addressing each of the items below
must be resubmitted for review. TRC approval is granted when all comments are addressed and approved
by the review agencies.
Planning, Robert Farrell 910-798-7164
1. General Comments
a. The project consists of three parcels zoned R-15, Residential. The project also includes
two parcels zoned B-2 and a portion of a parcel zoned I-1. The commercial and industrial
properties are not proposed for residential development and are not used to calculate
total unit count. The commercial and industrial properties are used to provide access to
Market Street.
b. The project is a performance residential subdivision consisting of row-style single-family
homes. The R-15 portion totals 30.31 acres with a 1.30-acre natural pond. No Class IV soils
are identified on site.
i. 30.31 – 1.30 = 29.01 x 2.5 dwelling units per acre = 72.5 dwelling units. Rounded
up, the project is allowed to have a maximum of 73 dwelling units.
ii. Project proposes 72 dwelling units.
c. Staff recommend including the location of traffic calming devices on the preliminary
plans. Installation of traffic calming devices is not required, but including potential
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locations on the plan ensures the future HOA or owners will have the opportunity to
install them without conducting a traffic study.
2. UDO Section 5.1, Parking and Loading
a. The project includes 54 two-bedroom units and 18 three-bedroom units. Table 5.1.2.A
requires a minimum of 2 parking spaces per dwelling for row-style homes.
b. 144 parking spaces are required. Plans show a total of 276 spaces. 218 paved spaces and
58 garages.
c. A separate site plan review is required for the amenity area for compliance with parking
standards.
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 of 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. Table 5.4.3.B.1 requires a Type A: Opaque Buffer adjacent to single-family residential
development. The plan indicates the project will retain existing vegetation to meet that
requirement.
b. Landscaping for the amenity area will be reviewed through a separate TRC review process.
6. UDO Section 5.5, Lighting
a. Please note under 5.5.2.A that a lighting plan is not required for single-family residential
projects and the county does not require streetlights, however a lighting plan is required
for any amenity areas.
b. A lighting plan will need to be submitted for the outdoor the athletic fields.
7. UDO Section 5.6, Signs
a. If there is going to be a community entrance sign on Market Street, we recommend
designating an open space or easement area for the sign on the plans.
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8. UDO Section 5.7, Conservation Resources
a. The conservation resources map indicates a natural pond in the easternmost corner of
the project. The pond is below the size required to trigger additional requirements in
Section 5.7.
9. UDO Section 5.8, Open Space Requirements
a. A minimum of 20% open space is required for performance residential development.
b. Minimum open space requirement for the site is 6.04 acres. Plans state site will provide
6.04 acres of open space and the plan appears to show over 6.04 acres.
c. What appears to be additional open space beyond the minimum required is proposed as
athletic fields including a potential baseball field and soccer field. Documentation will
need to be provided showing how the open space and fields will be used. Those areas
cannot be used as an Outdoor Recreational Facility without obtaining a Special Use Permit
in the R-15 district.
d. Outdoor Recreation Establishment is defined as “uses that provide commercial recreation
of amusement outdoors (except adult entertainment), including but not limited to: Drive-
in movie theater, amusement park or theme park, fairgrounds, miniature golf
establishments, golf driving ranges, water slides, and batting cages.
10. UDO Article 6, Subdivision Design and Improvements.
a. All block lengths are below 1,000 feet long.
b. Section 6.2.2.A.7.e Access to Adjacent Properties and 6.2.2.A.7.g.2 Street Connectivity
Standards requires a paved road stub to Brays Drive to meet required connectivity
standards. The access may be gated. Any gates must comply with Emergency
Management and Fire Code requirements for access.
c. Section 6.2.2.A.7.g requires a minimum link / node ratio of 1.40. The plan appears to show
a link / node ratio of 18 links and 13 nodes which results in a link / node ratio of 1.38. The
link / node ratio will need to be increased to meet ordinance requirements.
d. Please clarify the location of the mailbox kiosk(s) for the project. Will they be located at
the amenity center?
e. Sidewalks are required on one side of the street in the R-15 district. Plans show proposed
sidewalks meeting that requirement in the areas near the residential units.
11. UDO Article 9, Flood Damage Prevention
a. Property is not located in a Special Flood Hazard Area.
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NHC Fire Services, David Stone 910-798-7458
1. The complete TRC/Site plans comments from New Hanover County Fire staff shall be submitted
along with the building plans for review to New Hanover County Building Safety. This shall
include the complete set of civil plans. Failure to submit the comments or complete set of civil
plans will result in a resubmittal for review for verification of compliance.
2. Per NCFC 507.1, Provide a fire flow analysis report in accordance with the fire code and
Appendix B to include pertinent information. A fire flow test shall be conducted in accordance
with NFPA 291 and NCFC 507.4.
3. Fire apparatus access roads are required at time of construction. They are to be capable of
handling the weight of fire apparatus and be passable in all weather conditions. Fire apparatus
access roads are to be a minimum of 20 feet wide (Chapter 5), unless there are fire hydrants
installed along the roadway then minimum is 26 feet wide (Appendix D). The fire code official
may increase this width as necessary based on potential for fire apparatus response. Dead end
roads greater than 150 feet in length shall require an approved means for fire apparatus to turn
around (Chapter 5 and Appendix D). Fire apparatus access roads shall provide a clear vertical
clearance of 14 feet including trees, canopies, bridges, etc. (Chapter 5 requirement is 13 feet 6
inches, however AHJ requires 14 feet based on local apparatus).
4. Street and road signs are required, temporary signs during construction are acceptable as long
as they are legible and weather resistant. (Chapter 5).
5. Traffic calming devices are highly discouraged due to the delay in response. Speed
bumps/humps are prohibited. Requests for other traffic calming devices must be evaluated
during the Technical Review (TRC).
6. If a water supply is required for fire protection a fire hydrant system or other means approved
by the fire code official must be present prior to beginning construction and be maintained
operable during the construction period. (For construction, fire dept. water shuttle counts as
long there is a fill site within range)
7. Fire Hydrants
a. All fire hydrants shall have a 5 ¼ inch barrel, a 5 ¼ inch valve opening, two 2 ½ inch NST
side discharges and a 5-inch pumper nozzle with a 5-inch STORZ connection. Further
information on the technical specifications is available from the fire code official or Cape
Fear Public Utility Authority.
b. All fire hydrants shall be installed so they are visible from the fire apparatus access road
with unobstructed access and a clear space no less than 36 inches in all directions. They
shall be protected from vehicle impact by curbing, guard posts or other means approved
by the fire code official. They shall be oriented with the large discharge facing the
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nearest street. All discharges shall meet the NFPA requirements for distance above
grade.
NHC Engineering, Galen Jamison 910-798-7072
1. A land disturbing issued by the County is required for this project. Please digitally submit the
permit application documentation with requisite review fees for County issued permit directly
to gjamison@nhcgov.com. Application and forms can be found at
https://www.nhcgov.com/249/Sediment-Erosion-Control.
2. A County stormwater permit issued by the County is required for this project. Please indicate in
plan view the anticipated location and size of the stormwater control measure (SCM). 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 however the application form is not required as the
information will be gathered by the COAST portal.
3. Please contact the State DEQ office for the stormwater permit requirements.
4. The offsite stormwater drainage coming from the north that is conveyed around the site will
need to be placed in a public drainage easement sized in accordance with NHC Stormwater
Manual. Construction in the offsite drainage conveyance measures 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 conveyance measures themselves, the POA covenants shall
indicate the operation and maintenance roles and responsibilities for the conveyance measure
5. It appears the State required outfall piping from the outlet structure will be an aerial crossing of
the swale providing overland relief of the existing pond.
6. Reconfiguration of the storm sewer system for the parking lot serving building 1 is
recommended to avoid a change flow path change of greater than 90 degrees.
NHC Environmental Health, Dustin Fenske 910-798-6732
1. Site plan reflects connection to public water and sewer. Proposed infrastructure does not
appear to violate any setbacks to surrounding properties well or septic systems. Records reflect
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an existing well head on the property of 8139 Market St. This well shall be identified, protected
and properly abandoned by a Certified Well Driller.
NHC Addressing, McCabe Watson 910-798-7068
1. Please contact me with street name proposals prior to TRC approval.
2. Address assignments can begin following TRC approval.
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
1. CFPUA TRC Comments provided are preliminary comments only.
2. Utility Plan review will be 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 available via mainline extension.
4. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains).
5. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application
Form and a Preliminary Plan, this determination does not guarantee capacity.
6. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the
plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the
Authority.
NCDOT, Nick Drees 910-343-3915
1. See attached.
WMPO, Greer Templer 910-341-0107
1. See attached.
Army Corps of Engineers, Brad Shaver 910-251-4611
1. Bayshore townhomes will take Corps authorization.
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NC Division of Costal Management, Kelsey Beachman 910-796-7270
1. These projects are not located within the CAMA AECs, however, the sites are located within a
coastal county per the CAMA, so if an IP is required by the USACE the DCM would review it
through a Federal Consistency Determination.
Comments not received at this time from:
Emergency Services & E911, Steve Still
NCDEQ, Chad Coburn
NCDEMLR, Dan Sams
DCM, Tanya Pietila
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: March 20, 2025
Subject: Bayshore Townhomes – 8100 Block Market Street
________________________________________________________________________
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
NCDOT Driveway Permit:
An NCDOT Driveway permit has been submitted to NCDOT for review.
x Permit # D033-065-XX-XXXXX.
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.
x 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).
x 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:
US 17 (Market Street) and Cypress Pond Way (Unsignalized left over):
x Install a traffic signal and provide necessary coordination.
US 17 (Market Street) and Site Access 1 (Stop-controlled right-in/right-out intersection):
x Construct a continuous northbound thru-right turn lane on US 17 (Market Street)
from ABC store driveway continuing up to the thru-right lane at the intersection
of US 17 (Market Street) and Porters Neck Road.
x Construct site access (westbound approach) with one ingress lane and one egress
lane, and an internal protected stem of 150 feet, measured from the right-of-way
line.
x Provide stop control for westbound approach.
Refer to the NCDOT Roadway Design Manual for help with the design of any required
roadway improvements.
Site Plan Comments:
Additional right of way and/or drainage easements may be needed to accommodate the
required roadway improvements.
x Keep in mind that this could impact the stem length design.
Include the NCDOT Standard Drawings (2024) that are applicable to the development.
Sight Triangles and Sight Distance:
x Show and label the 10’ X 70’ NCDOT sight triangles.
o No obstructions shall be placed within the NCDOT sight triangles.
x Show and label the stopping sight distance.
o No obstructions shall be placed within the stopping sight distance.
Identification Signing and Landscaping:
x 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.
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
x 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.”
x 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.
Show and label all gates with distances to the right of way line.
Label the radii for the driveway proposed driveway/driveways.
x A radius encroachment letter will be required if the radius of the proposed
driveway crosses the adjoining property line.
x Make sure to accommodate the largest proposed vehicle.
x Provide auto turn templates for the largest proposed vehicles.
Label the internal protection stem length for the proposed driveway connection.
x Measured from the right-of-way line.
You can coordinate with the district office with any questions 910-398-9100.
NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________
Applicant Checklist NCDOT Checklist
Driveway Application Process and Site Plan Requirements
ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND
DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE
APPLICATION TO THE APPLICANT FOR REVISION.
***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS***
Electronic Pre-Submittals
In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to
identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all
other required documents.
All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx
In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction.
Online resources:
•NCDOT Policy on Street and Driveway Access to North Carolina Highways:
https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an
d%20Driveway%20Access.pdf
•NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way:
https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx
•Electronic Forms Database:
https://connect.ncdot.gov/Pages/default.aspx
1)
a.Cover Letter
Include contact information for applicant and engineer, including email address, mailing address, and phone
number. Include the parcel number(s), description of all phases of the development and future land uses to be
served by the permit, and a description of the adjoining land owned or controlled by the applicant.
b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below)
https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc
c.$50.00 Inspection Fee Per Access Point
Attach to Permit Application form (not applicable for municipalities, churches, and schools)
d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc
e.Verification of Compliance with Environmental Regulations (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf
f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional
site plan requirement details can be found in section 2 of this document.
g.Design Plan Requirements for projects involving roadway improvements
If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information
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Engineering Studies
The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined
herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local
government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs
that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses
(TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina
licensed Professional Engineer.
Section 1: Requi
red Documents
|Required documents to accompany all Initial Driveway Application Submittals
Please note that these are the minimum requirements of all driveway permit applications.
All required documentation shall be submitted through the online portal as PDF files, with the exception of the
Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501
Barbados Blvd, Castle Hayne, NC 28429.
If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there
may be additional submittal materials required.
State of North Carolina | Department of Transportation | Division 3 | District 3
5501 Barbados Blvd, Castle Hayne, NC 28429
Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________
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Section 1: Required Documents (continued)
2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL
a.Site Plans
One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement
details can be found in section 2 of this document.
b.Performance and Indemnity Bond Information/Forms
See last page of document for bond information and forms
c.Performance and Indemnity Bond Amount
100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by
the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities,
churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway
Rights of Way for acceptable bond types
d.Radius Encroachment Letter (if applicable)
If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required
e.Hold Harmless Letter (if applicable)
If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will
be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit
Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below
Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways
1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown
2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable
3)Contact information of applicant and engineer, including mailing address, phone number, and email address
4)Show R/W lines, highway control of access, and property lines
5)All existing utilities (including handholes) and easements
6)R/W width
7)Existing posted speed limit(s) and design speed limit(s)
8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of
the property lines of the proposed development
9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any
other relevant transportation facilities in the development area
10)Include a plan sheet showing full site build-out and land use
11)Buildings shown with “gross leasable area”
12)Width of property frontage
13)Distance from R/W to buildings and gasoline service islands
14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34)
15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc.
Section 3: Driveway Plan Requirements
|
All driveway plans shall include and show, at a minimum, the items listed below
1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all
directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm
water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance.
2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways
3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77)
4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required
shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum
5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51)
In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached)
In shoulder sections, show grades at the EOP and centerline
6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31)
7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90°
allowed for right-in/right-out on a case-by-case basis) (page 51)
8)Driveway Profile (pages 42- 43)
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Section 3: Driveway Plan Requirements (continued)
9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W)
Asphalt: 8” ABC stone and 1.5” S9.5B
Concrete: 6” of concrete
10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’
11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std.
12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31)
13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29)
14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41)
15)Distance between driveways being requested (if applicable; page 51)
16)Minimum internal storage areas with specified queues (pages 31-33)
17)Minimum protected driveway stem(s) provided and indicated (pages 33-34)
18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required
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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
ET
E
/ASP
HA
LT
LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER
SITE ADDRESS:TAX PARCEL #
20191115
PARALLEL END S.D. 310.02
INVERT ELEVATION
PARALLEL END S.D. 310.02
INVERT ELEVATION
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
Roadway Design Manual At Grade INTERSECTIONS
May 2023 Part I General Design Information | 8-22
Figure 8-10 Recommended Treatment for Turn Lanes
Note: Make every attempt possible to use the desirable deceleration length. It can be shortened as needed but shall not be less
than the minimum. Coordinate with NCDOT and get approval on anything less than the desirable deceleration length.
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D
MARCH 2025
FOR
WILMINGTON, NORTH CAROLINA
BAYSHORE TOWNHOMES, LLC
201 NORTH ELM STREET
GREENSBORO, NC 27401
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANYCONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSEDEXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT
OF EXCAVATION OR DEMOLITION.
CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUMAPPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED.
CONTACT THESE UTILITIES
NEW HANOVER COUNTY
MAR. 3, 2025
C-0.0 COVER SHEET
APPROVALS:
LANDSCAPE ARCHITECT:
TRC SUBMITTAL - MAJOR SUBDIVISION
PROJECT # 24237.PE
APPLICANT:
ENGINEER / LAND PLANNER/
SURVEYOR :
PREPARED BY:
PR
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BAYSHORE TOWNHOMES
SHEET NUMBER SHEET TITLE
SITE ACCESS SITE PLANC-2.1
VICINITY MAP
SCALE: 1" = 1,000'
SITE
BAYSHORE TOWNHOMES
PRELIMINARY PLANC-2.0
SOILS MAP
SCALE: 1" = 1,000'
SITE
EXISTING CONDITIONS SURVEYEX-1
TREE REMOVAL PLANC-2.2
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LOT 142R03600-006-012-000RICHARD MOBURGELIZABETH MOBURGD.B. 4626, PG. 912M.B. 43, PG. 372ZONING: R-15LAND USE:RESIDENTIAL
LOT 143R03600-006-013-000NORA E. BENEVENTIREVOCABLE TRUSTD.B. 5020, PG. 2264M.B. 43, PG. 372ZONING: R-15LAND USE:RESIDENTIAL LOT 144R03600-006-014-000DAVID M. RENQUISTMARY E. RENQUISTD.B. 5020, PG. 2264M.B. 43, PG. 372ZONING: R-15LAND USE:RESIDENTIAL LOT 147R03600-006-017-000PRUDENTIALRELOCATION INC.D.B. 5238, PG. 722M.B. 43, PG. 372ZONING: R-15LAND USE:RESIDENTIAL
LOT 148R03600-006-018-000BRADLEY J. ERBESTAMI L. ERBESD.B. 5238, PG. 722M.B. 43, PG. 372ZONING: R-15LAND USE:RESIDENTIAL
LOT 149R03600-006-024-000ERNEST W. OLDSDAWN M. OLDSD.B. 6056, PG. 182M.B. 44, PG. 307ZONING: R-15LAND USE:RESIDENTIAL
LOT 150R03600-006-025-000RICHARD MIMMSSUPATRA MIMMSD.B. 6221, PG. 2760M.B. 44, PG. 307ZONING: R-15LAND USE:RESIDENTIAL
LOT 151R03600-006-026-000MADISON M.NEWSOMEBUNJONG P.NEWSOMED.B. 4655, PG. 304M.B. 44, PG. 307ZONING: R-15LAND USE:RESIDENTIAL
R03600-006-082-000ROBERT L. YUNASKAD.B. 4626, PG. 912M.B. 43, PG. 372ZONING: I-1LAND USE:VACANT INDUSTRIAL
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R03700-004-293-000PORTER'S POINTEHOMEOWNERSASSOCIATION, INCD.B. 5790, PG. 35M.B. 55, PG. 340ZONING: R-15LAND USE: RESIDENTIALCOMMUNITY OPEN SPACE
R03700-004-294-000PORTER'S POINTEHOMEOWNERSASSOCIATION, INCD.B. 5790, PG. 35M.B. 55, PG. 340ZONING: R-15LAND USE:RESIDENTIALAMENITY
R03705-006-007-000KATHRYN WOLFE &LARRY STEVENMORGAND.B. 6025, PG. 1493M.B. 46, PG. 25ZONING: R-15LAND USE:RESIDENTIAL
R03705-006-012-000 JOANN M. WAINIOD.B. 5694, PG. 1838M.B. 46, PG. 25ZONING: R-15LAND USE:RESIDENTIALLO
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R03700-004-301-000DEREK REEVESD.B. 5625, PG. 1573M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL
R03700-004-300-000STEVE LINDNERD.B. 6031, PG. 2140M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL
R03700-004-299-000EDWARDSOUTHERLANDD.B. 5571, PG. 1535M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL
R03700-004-298-000ANNA ROVETTOD.B. 6636, PG. 1714M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL
R03700-004-297-000ROCHELLE KREINERD.B. 6406, PG. 1314M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL
R03700-004-296-000CAMERON DANIELD.B. 6290, PG. 242M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL
R03700-004-295-000RICHARD WILSOND.B. 5545, PG. 2050M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL
R03700-004-011-000PORTERS CROSSINGHOA INCD.B. 6102, PG. 2894M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL AMENITY
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19LO
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24PN
24LO
14PN
13PN
12PN
17PN 21PN 18OK
10OK
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8OK17PN16PN
23PN
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15PN16PN 4CE
10OK
12OK
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10GM13PN
14OK
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4CM
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10GM 22PN
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13OK
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18PN 12PN12PN
13PN
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4MG
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8OK8MA15OK
10OK
8OK
27SRO
27LO 19OK 20PN
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24LO
35LO
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16PA
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18PN 18PN
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14PN
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15GM15GM15PN
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20OK
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(
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10OK18PN 12OK
B
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R03700-004-293-000PORTER'S POINTEHOMEOWNERSASSOCIATION, INCD.B. 5790, PG. 35M.B. 55, PG. 340ZONING: R-15LAND USE: RESIDENTIALCOMMUNITY OPEN SPACE
GMMMMMGM1GGGMMM1GGMGMGMGGGMGMGGMGMGGM1G1GGMGMMMMGGM1G1GMMGGMMGGGMGMGMGMGMGMGMGMGMGMMMMMMMMGMGMGMGMGMGMGMMMMMMM1G1GGG1GMMMMMGMGGGGMGMMMMGGGGGMMMMMGGGGGMMMMMGGGGGGGGGGGGGGGGMMMMMMGGGGGMMMMGGGGMMMGGGGGGGGGGGGGMMMMMGMMGGGGMGMGMGMGMGMGMGMMGGGGGGGGGGGGGGGGMMMMMMMMMMMMM1G1GGGG1GGMMMMMM1G1G1GMMMMMMMGMGMGMGMGMGMGMGMGM1G1G1G1G1GGG1G1G1GGG1G1G1G1GG1G1G1G1GMMMMMMMMMMMMMMMMMMGGGGMGGGMGMGMGMGMGMGMGMGGGGGGGGGGGGGGGMMMMMMMMMMMMMMMMMMMMMGGGMGGMGGGGGGGGGGGGGGGGGGGMMMMMMMMMGMGMGGMGMGMGMGMGMGMGMGGMGMGMGGGMGMGGGGGGGMMMMMMMMGGGGGGGGGGGMMMMMMMMMMMMMMMMMMGMGMGMGMGMGMGMGMGMGMGMGMGMMMMMGGGGGGGGGMMMMMMMGMGMGMGMGMGMGMMMGMMMMMMGMGMGMGMMMGMGMGMGMGMGMGMGMGMGMMMMMMMMMGMMGMMMGMMGMMMMMMMMGMGMMMMMMMMMMMMMMMMMMMMMMMGGGMGGGGGGGGMGMGGGGMGGGGMGMGMGMGGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGG1G1G1GGG1G1GGGGG1GGGGG1GGG1G1G1GGGG1G1G1G1G1G1GMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGMGMGMMMGMGMGMGMGMGMMGMMMMGMGMGMGMGMMMMMMMMMMMMMMMMMMMMMMMMMMMMMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMGMMMMMMMMMMMMMMMMMMGGGGGGGGGGGGGGGGGGGGGMMMMMMMMMMMMMMMMGGMMGMMGGMGGMMGMGMGGMMMMMGMMMGMMGMMGMGM1G1G1G1G1G1G1G1G1G1G1G1G1G1G1G1G1GGGMGMGMGMGMGMGMGMGMGMGMMGMGMGMGMGMGMGMGMMMGMGMGMMMMMGMGMGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMGMGMGGGGGGGGGGGGMGMGMGM 24
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SITE DATADEVELOPMENT NAME: BAYSHORE TOWNHOMES
PROJECT ADDRESS: PARCELS LOCATED BEHIND 8138 MARKET STREET
PROPERTY OWNERS: HERBERT E PARHAM8304 BALD EAGLE LANEWILMINGTON, NC 28411
DEVELOPER: BAYSHORE TOWNHOMES, LLC201 N. ELM ST., SUITE 201GREENSBORO, NC 27401
PARCEL PINS (DEVELOPMENT PARCELS)::R03700-004-147-000 (± 20.31 AC)R03700-004-148-000 (± 2.12 AC)R03700-004-189-000 (± 7.79 AC)CURRENT ZONING: R-15CURRENT LAND UES: FORESTRY / FARMPROPOSED USE: TOWNHOME (ROWHOUSE) NEIGHBORHOODFUTURE LAND USE CLASSIFICATION: GENERAL RESIDENTIAL
TOTAL DEVELOPMENT PROJECT SITE AREA: ± 30.22 AC (R-15) INCLUDINGAREA OF SITE IN NATURAL POND COD :+ 1.30 AC IN CODNET DEVELOPMENT AREA: + 28.92 ACMAXIMUM DENSITY IN R-15 PERFORMANCE RESIDENTIAL: 2.5 DU / ACTOTAL NUMBER OF UNITS ALLOWED: 72 UNITSTOTAL NUMBER OF UNITS PROPOSED: 72 UNITS
SITE DEVELOPMENT NOTES:R-15 PERFORMANCE RESIDENTIAL REQUIREMENTS:OPEN SPACE REQUIRED: 20%OPEN SPACE PROVIDED: MEET OR EXCEED 20% MINIMUM (6.04 AC)
PARKING REQUIREMENTS - R-15 DWELLING, ROW-STYLE (TOWNHOMES)2 SPACES REQUIRED PER DWELLING UNIT
TOWNHOME PARKING REQUIRED: 144 SPACES MINIMUMTOWNHOME PARKING PROVIDED: 276 SPACES (58 GARAGES, 218 PAVED)
BUILDING DIMENSIONAL REQUIREMENTSBUILDING HEIGHT: 40' MAX HTBUILDING SETBACK: EXCEEDS 20' SINGLEFAMILY AND 30' MULTI-FAMILY SETBACKSIMPERVIOUS CALCULATIONS:SIDEWALKS: 34,004 SFAMENITY CLUB: 19,448 SFMAINTENANCE: 1134 SFBUILDINGS: 44,068 SFROADS & PARKING: 229,843 SFACCESS ROAD: 22788 SFPICKLEBALL:4320 SFTOTAL I MPV: 355,605 SF (8.16 AC)
GENERAL NOTES:1. THE PROPOSED DEVELOPMENT SHALL MEET OR EXCEED ALL NEW HANOVER COUNTY (NHC)ORDINANCE AND PERMIT REQUIREMENTS.2. SITE ACCESS WILL BE FROM MARKET STREET THROUGH DEVELOPER'S B-2 PARCEL ANDCONNECTING I-1 LAND3. THE HATCHED I-1 ZONED PROPERTY LOCATED BETWEEN THE B-2 AND R-15 SITE SHALLPROVIDE VEHICULAR, PEDESTRIAN, AND UTILITY ACCESS FOR ALL PARCELS WITHIN THEDEVELOPMENT BOUNDARY.4. THE DEVELOPMENT SHALL HAVE A HOA / POA IF / AS APPLICABLE.5. STORM WATER SHALL BE DESIGNED AND PERMITTED IN ACCORDANCE WITH ALL NEWHANOVER COUNTY AND STATE REQUIREMENTS.6. PUBLIC WATER AND SEWER WILL BE EXTENDED BY THE DEVELOPER TO THE SITE. ALLDESIGN AND PERMITTING SHALL BE COORDINATED WITH CFPUA, NEW HANOVER COUNTY,AND STATE REGULATORS AS REQUIRED.7. ALL LANDSCAPE & BUFFER MATERIALS AND INSTALLATION SHALL MEET OR EXCEED NHC UDOREQUIREMENTS.8. LOCATIONS OF ALL AMENITY AND RECREATION AREAS MAY CHANGE PENDING FINAL DESIGN9. ALL TOWNHOMES AND AMENITIES BUILT IN ONE PHASE10. FLOOD INFORMATION: THE SUBJECT PARCELS ARE LOCATED IN ZONE X – MINIMAL FLOODRISK – AS SHOWN BY FEMA MAP NUMBER 3720316900K & 3720326000K BEARING AN EFFECTIVEDATE OF AUGUST 28, 2018.11. NO CLASS IV SOILS FOUND IN ANY AREAS PROPOSED FOR DEVELOPMENT.12. WETLAND ASSESSMENT PREPARED BY DAVEY RESOURCE GROUP AND JURISDICTIONALDETERMINATION APPROVED AUGUST 26, 2024. ALL IMPACTS WILL BE PERMITTED PRIOR TOCONSTRUCTION.13. SPECIMEN TREES HAVE BEEN FOUND ON SITE AND ARE BEING PRESERVED.
4
27
17
9
36
36
42A
34
ROAD CONNECTION PARCELS(NO DEVELOPMENT OTHER THAN ROAD ACCESS/ UTILITY CONNECTION)
PROPERTY OWNERS: BEE SAFE PORTERS NECK, LLC, PARCEL PINS: R03600-005-007-000 (± 2.82 AC)R03600-005-006-002 (± 0.39 AC)CURRENT ZONING: B-2
PROPERTY OWNER: ROBERT L YUNASKAPARCEL PINS: R03600-006-082-000 (±0.02 AC)CURRENT ZONING: I-1
33
46
28
29
33
38
23
47
42A
34
34
50
52
53
54
57
42
42A
50
7
1A
44
42A
48
34
1B
2
1B
20
17
16
UNIT DATA:2 BEDROOM UNITS, 2 STORY: 14 UNITS2 BEDROOM UNITS, 3 STORY: 40 UNITS3 BEDROOM UNITS, 3 STORY: 18 UNITS
42
415
30
31
26
3
19
10
8
39
11
15
14
32
37
40
43
60
61
60
OPEN SPACE± 0.70 AC
35
62
OPEN SPACE± 3.2 AC
AMENITY± 0.82 AC
OPEN SPACE± 0.38 AC
NATURAL CODPOND AS OPENSPACE± 1.30 AC
404WETLANDS
7
7
KEY LEGEND:
1A HEAVY DUTY ASPHALT PAVING, TYP.(SEE DETAILS)
LIGHT DUTY ASPHALT PAVING, TYP.(SEE DETAILS)
CURB AND GUTTERVERTICAL CURB
CONCRETE SIDEWALK; 5' MINIMUM WIDTHINTERCONNECTED SIDEWALK,TRAIL SYSTEMTHROUGHOUT PROJECT
ADA CURB RAMP WITH TRUNCATED DOMESWARNING MAT
EXISTING TREE TO REMAIN, TYP.
PEDESTRIAN CROSSING LOCATION
PARKING SPACE, TYP.
ADA PARKING SPACE TYP.
ADA LOADING SPACE, TYP.
ADA PARKING SPACE SIGNAGE, TYP.
2
4
5
6
1B
3
7
8
9
10
WATER MAIN
WATER SERVICE (DOMESTIC)
WATER SERVICE (FIRE)
WATER METER
FIRE HYDRANT
SANITARY SEWER MAIN
SANITARY SEWER SERVICE
SEWER CLEANOUT
STORM PIPE
STORM STRUCTURE
STORMWATER POND
STORMWATER OUTFALL
LEVEL SPREADER
STORMWATER EMERGENCYSPILLWAY OUTFALL
12
13
14
15
16
17
18
19
20
11
21
22
23
24
EXISTING NON-WETLAND WATERS OF THE US
WETLAND IMPACTED FOR ROAD CROSSING
UNDISTURBED WETLANDS
26
27
28
29
30
31
33
25
32
34
EXISTING PONDIDENTIFIED AS "NATURAL POND" CONSERVATION AREA IN NHC UDO.POND TO REMAIN AND HAVE COD BUFFER
SWALEPROVIDING OUTFALL DRAINAGE FOR EXISTING POND
20' WIDE DRAINAGE EASEMENT IN I-1 PARCEL
ROAD CONNECTION BETWEEN B-2 AND R-15 PARCELSALL NECESSARY UTILITY AND STORMWATER EASEMENTSCONVEYED BETWEEN B-2 AND R-15 PARCELS LOCATED ALONGROAD
PROJECT ACCESS DRIVE
I-1 PARCEL ROAD CONNECTION BETWEEN B-2 AND R-15 PARCELS
MAINTENANCE BUILDING
MINIMUM R-15 REQUIRED BUILDING SETBACK TO ADJACENTRESIDENTIAL
3-STORY ROW STYLE TOWNHOME WITH IN-UNIT GARAGE, TYP.
2-STORY END-UNIT ROW STYLE TOWNHOME, NO GARAGE, TYP.
BUILDING LANDSCAPE AREAFOUNDATION PLANTINGS AROUND ALL BUILDINGS, TYP.
SEGMENTAL RETAINING WALL
37
38
35
4" HIGH CONCRETE WHEELSTOP
STREET LIGHT, TYP.
OPENS PACE, TYP.
EXISTING VEGETATION / LANDSCAPE BUFFERCOMBINATION OF EXISTING & PLANTED VEGETATION CREATINGBUFFER TO ADJACENT PROPERTIES; BUFFERS EXCEED MINIMUMBUFFER REQUIRED, BUT WILL BE AUGMENTED IF NEEDED TO MEETNHC STANDARDS
MINIMUM BUFFER LINE, TYP.
39
41
42
42A
40
PROPOSED LANDSCAPE AREA, TYP.
TRASH & RECYCLING COMPACTOR W/ SCREEN
MONUMENT SIGN
PICKLEBALL COURTSSEE GENERAL NOTES
DOG PARKSEE GENERAL NOTES
MOTOR COURT, TYP.RESIDENTS' PARKING AT CORE OF EACH BLOCK BEHIND UNITS.GARAGE ACCESS PROVIDED IN MOTOR COURT
43
44
45
46
47
48
STREETYARD25' MINIMUM REQUIRED
EXISTING 40' DRAINAGE & PUBLIC UTILITYEASEMENT
49
50
52
53
EXISTING 30' DUKE ENERGY EASEMENTTO BE RELOCATED, PENDING DUKEAPPROVAL
EXISTING 30' PUBLIC UTILITY EASEMENT
EXISTING 15' DRAINAGE & PUBLIC UTILITYEASEMENT
EXISTING 30' SANITARY SEWER EASEMENT
EXISTING 30' DRAINAGE & PUBLIC UTILITYEASEMENT
EXISTING 20' UTILITY EASEMENT
EXISTING 20' DRAINAGE & UTILITYEASEMENT
CLUBHOUSE / PROPERTY MANAGEMENTOFFICE / FITNESS / RECREATION CENTER /FENCED POOL W/ SUMMER KITCHEN ANDCABANA(S)
51
54
56
55
58
5736
ALLEY ACCESS TO GARAGES
TEMPORARY DISC GOLF PRACTICE AREANOT FOR PUBLIC USE
TEMPORARY PRACTICE SOFTBALL FIELDNOT FOR PUBLIC USE
TEMPORARY PRACTICE SOCCER FIELDNOT FOR PUBLIC USE
50' MAXIMUM SHOD PARKING SETBACK
100' MAXIMUM SHOD BUILDING SETBACK
59
60
61
62
63
64
31A
LEGEND
SUBJECT PROPERTY LINE
WETWETWET
WET WET WET WETLANDS
PROPOSED BUILDINGS
PROPOSED POND
OPEN SPACE
TEMPORARY ATHLETIC FIELDS
18
WATER LINE
PROPOSED SETBACKS
W
SANITARY SEWERSS
EXISTING CONTOUR LINE
PROPOSED EASEMENTS
SANITARY SEWER MANHOLE
FIRE HYDRANT ASSEMBLY
STREETLIGHT
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LOT 142R03600-006-012-000RICHARD MOBURGELIZABETH MOBURGD.B. 4626, PG. 912M.B. 43, PG. 372ZONING: R-15LAND USE:RESIDENTIAL
LOT 143R03600-006-013-000NORA E. BENEVENTIREVOCABLE TRUSTD.B. 5020, PG. 2264M.B. 43, PG. 372ZONING: R-15LAND USE:RESIDENTIAL LOT 144R03600-006-014-000DAVID M. RENQUISTMARY E. RENQUISTD.B. 5020, PG. 2264M.B. 43, PG. 372ZONING: R-15LAND USE:RESIDENTIAL LOT 147R03600-006-017-000PRUDENTIALRELOCATION INC.D.B. 5238, PG. 722M.B. 43, PG. 372ZONING: R-15LAND USE:RESIDENTIAL
LOT 148R03600-006-018-000BRADLEY J. ERBESTAMI L. ERBESD.B. 5238, PG. 722M.B. 43, PG. 372ZONING: R-15LAND USE:RESIDENTIAL
LOT 149R03600-006-024-000ERNEST W. OLDSDAWN M. OLDSD.B. 6056, PG. 182M.B. 44, PG. 307ZONING: R-15LAND USE:RESIDENTIAL
LOT 150R03600-006-025-000RICHARD MIMMSSUPATRA MIMMSD.B. 6221, PG. 2760M.B. 44, PG. 307ZONING: R-15LAND USE:RESIDENTIAL
LOT 151R03600-006-026-000MADISON M.NEWSOMEBUNJONG P.NEWSOMED.B. 4655, PG. 304M.B. 44, PG. 307ZONING: R-15LAND USE:RESIDENTIAL
LOT 152R03600-006-027-000DEWAIN H. RAHEJOYCE
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R03700-004-294-000PORTER'S POINTEHOMEOWNERSASSOCIATION, INCD.B. 5790, PG. 35M.B. 55, PG. 340ZONING: R-15LAND USE:RESIDENTIALAMENITY
R03600-005-008-000GREGORY POOLEEQUIPMENT COMPANYD.B. 6645, PG. 1746ZONING: B-2LAND USE: COMMERCIAL
R03600-005-005-000SANDERS FAMILYSTORAGE, LLCD.B. 6001, PG. 1677ZONING: B-2LAND USE: COMMERCIALSTORAGE
R03705-006-007-000KATHRYN WOLFE &LARRY STEVENMORGAND.B. 6025, PG. 1493M.B. 46, PG. 25ZONING: R-15LAND USE:RESIDENTIAL
R03705-006-012-000 JOANN M. WAINIOD.B. 5694, PG. 1838M.B. 46, PG. 25ZONING: R-15LAND USE:RESIDENTIALLOT
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R03700-004-300-000STEVE LINDNERD.B. 6031, PG. 2140M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL
R03700-004-299-000EDWARDSOUTHERLANDD.B. 5571, PG. 1535M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL
R03700-004-298-000ANNA ROVETTOD.B. 6636, PG. 1714M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL
R03700-004-297-000ROCHELLE KREINERD.B. 6406, PG. 1314M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL
R03700-004-296-000CAMERON DANIELD.B. 6290, PG. 242M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL
R03700-004-295-000RICHARD WILSOND.B. 5545, PG. 2050M.B. 51, PG. 154ZONING: R-15LAND USE:RESIDENTIAL
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R03700-004-214-000LARRY J. & ALICE W.MATTHEWSD.B. 6489, PG. 1689M.B. 49, PG. 102ZONING: R-15LAND USE:RESIDENTIAL
R03700-004-215-000AVERY & JOLIN BEVINCRAIG & NANCYGIBSOND.B. 6647, PG. 715M.B. 49, PG. 102ZONING: R-15LAND USE:RESIDENTIAL
R03700-004-216-000JESUS G. & ROSELINEH. DIZA-QUIROZD.B. 5440, PG. 2569M.B. 49, PG. 102ZONING: R-15LAND USE:RESIDENTIAL
R03700-004-217-000XIAODAN DONG &QIYONG WENGD.B. 6221, PG. 569M.B. 49, PG. 102ZONING: R-15LAND USE:RESIDENTIAL
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24
23
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2322
22
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1918
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12131411
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33
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51 30
30
MIDSTREAM DRIVE
50' PUBLIC R/W
24'
1/4" PER FT
6"-B25.0B BASE
1/4" PER FT
1.5"-SF9.5A SURFACE
PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILSDATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVINGSECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THEAVAILABILITY OF SOILS DATA.
9'
PARALLELPARKING
9'
PARALLELPARKING
8' MIN
SIDEWALK
SIDEWALK, TYP.
PARALLEL
8' MIN
SIDEWALK
CURB/GUTTER
1.5'
0.5'
6" STONEUNDERCURBING SLOPES= 3:1
FUTURE DEVELOPMENT
NOT PART OF PROJECT
SEE PLAN FOR
SITE DATADEVELOPMENT NAME: BAYSHORE TOWNHOMES
PROJECT ADDRESS: PARCELS LOCATED BEHIND 8138 MARKET STREET
PROPERTY OWNERS: HERBERT E PARHAM8304 BALD EAGLE LANEWILMINGTON, NC 28411
DEVELOPER: BAYSHORE TOWNHOMES, LLC201 N. ELM ST., SUITE 201GREENSBORO, NC 27401
PARCEL PINS (DEVELOPMENT PARCELS)::R03700-004-147-000 (± 20.31 AC)R03700-004-148-000 (± 2.12 AC)R03700-004-189-000 (± 7.79 AC)CURRENT ZONING: R-15CURRENT LAND UES: FORESTRY / FARMPROPOSED USE: TOWNHOME (ROWHOUSE) NEIGHBORHOODFUTURE LAND USE CLASSIFICATION: GENERAL RESIDENTIAL
TOTAL DEVELOPMENT PROJECT SITE AREA: ± 30.22 AC (R-15) INCLUDINGAREA OF SITE IN NATURAL POND COD :+ 1.30 AC IN CODNET DEVELOPMENT AREA: + 28.92 ACMAXIMUM DENSITY IN R-15 PERFORMANCE RESIDENTIAL: 2.5 DU / ACTOTAL NUMBER OF UNITS ALLOWED: 72 UNITSTOTAL NUMBER OF UNITS PROPOSED: 72 UNITS
GENERAL NOTES:1. THE PROPOSED DEVELOPMENT SHALL MEET OR EXCEED ALL NEW HANOVER COUNTY (NHC)ORDINANCE AND PERMIT REQUIREMENTS.2. SITE ACCESS WILL BE FROM MARKET STREET THROUGH DEVELOPER'S B-2 PARCEL ANDCONNECTING I-1 LAND3. THE HATCHED I-1 ZONED PROPERTY LOCATED BETWEEN THE B-2 AND R-15 SITE SHALLPROVIDE VEHICULAR, PEDESTRIAN, AND UTILITY ACCESS FOR ALL PARCELS WITHIN THEDEVELOPMENT BOUNDARY.4. THE DEVELOPMENT SHALL HAVE A HOA / POA IF / AS APPLICABLE.5. STORM WATER SHALL BE DESIGNED AND PERMITTED IN ACCORDANCE WITH ALL NEWHANOVER COUNTY AND STATE REQUIREMENTS.6. PUBLIC WATER AND SEWER WILL BE EXTENDED BY THE DEVELOPER TO THE SITE. ALLDESIGN AND PERMITTING SHALL BE COORDINATED WITH CFPUA, NEW HANOVER COUNTY,AND STATE REGULATORS AS REQUIRED.7. ALL LANDSCAPE & BUFFER MATERIALS AND INSTALLATION SHALL MEET OR EXCEED NHC UDOREQUIREMENTS.8. LOCATIONS OF ALL AMENITY AND RECREATION AREAS MAY CHANGE PENDING FINAL DESIGN9. ALL TOWNHOMES AND AMENITIES BUILT IN ONE PHASE10. FLOOD INFORMATION: THE SUBJECT PARCELS ARE LOCATED IN ZONE X – MINIMAL FLOODRISK – AS SHOWN BY FEMA MAP NUMBER 3720316900K & 3720326000K BEARING AN EFFECTIVEDATE OF AUGUST 28, 2018.11. NO CLASS IV SOILS FOUND IN ANY AREAS PROPOSED FOR DEVELOPMENT.12. WETLAND ASSESSMENT PREPARED BY DAVEY RESOURCE GROUP AND JURISDICTIONALDETERMINATION APPROVED AUGUST 26, 2024. ALL IMPACTS WILL BE PERMITTED PRIOR TOCONSTRUCTION.13. SPECIMEN TREES HAVE BEEN FOUND ON SITE AND ARE BEING PRESERVED.
LOCATION
63
64
KEY LEGEND:
EXISTING NON-WETLAND WATERS OF THE US
WETLAND IMPACTED FOR ROAD CROSSING
UNDISTURBED WETLANDS
EXISTING PONDIDENTIFIED AS "NATURAL POND" CONSERVATIONAREA IN NHC UDO. POND TO REMAIN AND HAVE CODBUFFER
SWALEPROVIDING OUTFALL DRAINAGE FOR EXISTING POND
20' WIDE DRAINAGE EASEMENT IN I-1 PARCEL
ROAD CONNECTION BETWEEN B-2 AND R-15 PARCELSALL NECESSARY UTILITY AND STORMWATEREASEMENTS CONVEYED BETWEEN B-2 AND R-15PARCELS LOCATED ALONG ROAD
PROJECT ACCESS DRIVE
I-1 PARCEL ROAD CONNECTION BETWEEN B-2 ANDR-15 PARCELS
MAINTENANCE BUILDING
WATER MAIN
WATER SERVICE (DOMESTIC)
WATER SERVICE (FIRE)
WATER METER
FIRE HYDRANT
SANITARY SEWER MAIN
SANITARY SEWER SERVICE
SEWER CLEANOUT
STORM PIPE
STORM STRUCTURE
STORMWATER POND
STORMWATER OUTFALL
LEVEL SPREADER
STORMWATER EMERGENCY SPILLWAY OUTFALL
1A HEAVY DUTY ASPHALT PAVING, TYP.(SEE DETAILS)
LIGHT DUTY ASPHALT PAVING, TYP.(SEE DETAILS)
CURB AND GUTTERVERTICAL CURB
CONCRETE SIDEWALK; 5' MINIMUM WIDTH SIDEWALKINTERCONNECTED SIDEWALK,TRAIL SYSTEMTHROUGHOUT PROJECT
ADA CURB RAMP WITH TRUNCATED DOMESWARNING MAT
EXISTING TREE TO REMAIN, TYP.
PEDESTRIAN CROSSING LOCATION
PARKING SPACE, TYP.
ADA PARKING SPACE TYP.
ADA LOADING SPACE, TYP.
ADA PARKING SPACE SIGNAGE, TYP.
2
4
5
6
12
13
14
15
16
17
18
19
20
26
27
28
29
30
31
1B
11 3425 MINIMUM R-15 REQUIRED BUILDING SETBACK TO ADJACENTRESIDENTIAL
3-STORY ROW STYLE TOWNHOME WITH IN-UNIT GARAGE, TYP.
2-STORY END-UNIT ROW STYLE TOWNHOME, NO GARAGE, TYP.
BUILDING LANDSCAPE AREAFOUNDATION PLANTINGS AROUND ALL BUILDINGS, TYP.
SEGMENTAL RETAINING WALL
4" HIGH CONCRETE WHEELSTOP
STREET LIGHT, TYP.
OPENS PACE, TYP.
EXISTING VEGETATION / LANDSCAPE BUFFERCOMBINATION OF EXISTING & PLANTED VEGETATION CREATINGBUFFER TO ADJACENT PROPERTIES; BUFFERS EXCEEDMINIMUM BUFFER REQUIRED, BUT WILL BE AUGMENTED IFNEEDED TO MEET NHC STANDARDS
MINIMUM BUFFER LINE, TYP.
37
38
39
41
35
3
PROPOSED LANDSCAPESTREET TREES ALONG ALL PROJECT ROADSAND IN LANDSCAPE ISLANDS
TRASH & RECYCLING COMPACTOR W/ SCREEN
MONUMENT SIGN
PICKLEBALL COURTSSEE GENERAL NOTES
DOG PARKSEE GENERAL NOTES
MOTOR COURT, TYP.RESIDENTS' PARKING AT CORE OF EACHBLOCK BEHIND UNITS. GARAGE ACCESSPROVIDED IN MOTOR COURT
STREETYARD25' MINIMUM REQUIRED
EXISTING 40' DRAINAGE & PUBLIC UTILITYEASEMENT
EXISTING 30' DUKE ENERGY EASEMENTTO BE RELOCATED, PENDING DUKE APPROVAL
43
44
45
46
47
48
52
53
EXISTING 30' PUBLIC UTILITY EASEMENT
EXISTING 15' DRAINAGE & PUBLIC UTILITY EASEMENT
EXISTING 30' SANITARY SEWER EASEMENT
EXISTING 30' DRAINAGE & PUBLIC UTILITY EASEMENT
EXISTING 20' UTILITY EASEMENT
EXISTING 20' DRAINAGE & UTILITY EASEMENT
CLUBHOUSE / PROPERTY MANAGEMENT OFFICE /FITNESS / RECREATION CENTER / FENCED POOL W/SUMMER KITCHEN AND CABANA(S)
ALLEY ACCESS TO GARAGES
TEMPORARY DISC GOLF PRACTICE AREANOT FOR PUBLIC USE
TEMPORARY PRACTICE SOFTBALL FIELDNOT FOR PUBLIC USE
TEMPORARY PRACTICE SOCCER FIELDNOT FOR PUBLIC USE
42
42A
49
40
54
56
55
58
57
7
8
9
10
21
22
23
24
31A 50
36
59
60
51
61
62
63
64
50' MAXIMUM SHOD PARKING SETBACK
100' MAXIMUM SHOD BUILDING SETBACK
32
33
31A
LEGEND
SUBJECT PROPERTY LINE
WETWETWET
WET WET WET WETLANDS
PROPOSED BUILDINGS
PROPOSED POND
OPEN SPACE
TEMPORARY ATHLETIC FIELDS
18
WATER LINE
PROPOSED SETBACKS
PROPOSED EASEMENTS
W
SANITARY SEWER MANHOLE
FIRE HYDRANT ASSEMBLY
STREETLIGHT
SANITARY SEWERSS
EXISTING CONTOUR LINE
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: March 20, 2025
Subject: Bayshore Townhomes (SUBPP-25-0020)
NCDOT Projects:
• U-4902D construction occurring within a mile of the proposed site location. Per the
project update information received by the WMPO in March 2025, the project is 77%
complete with an anticipated completion date of August 2025.
WMPO 2045 MTP Projects:
• RW-99: Murrayville Road Widening and Extension from US 117/NC 132/College Road to
US 17/Market Street. This project is proposed to connect with US 17/ Market Street via
the existing Hays Lane within a quarter of a mile from the proposed site location.
New Hanover County Projects:
• N/A
TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required.
Land Use (ITE Code) Intensity Unit 24 Hour
Volumes
AM Peak
Hour Trips
PM Peak
Hour Trips
Single Family Attached
Housing (215) 72 DUs 498 32 39