HomeMy WebLinkAboutNCDOT Preliminary TRC Comments
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
|
Section 6: Roadway
Plan Requirements
If off-site improvements are required, roadway plans shall show, at a minimum, the items below
1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway)
2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders)
Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below
•Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000
5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C
•Secondary Routes with AADT<10,000
5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B
3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary
The grinding of pavement markings will not be allowed
4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum
5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter
6)Indicate existing roadway grade
7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78)
8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79)
See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details
9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services
10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location
11)New and/or revised signal plans must be included for new installations and if signal modifications are required
All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic
Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200.
|
Section 4: Drainag e Requirements
All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below
Section 5: Internal Circ ulation Requirements
|All internal circulation details shall adhere to, at a minimum, the items listed below
1)Interior driveway channelization stems
Minimum 100’ from the ROW or at the discretion of the District Engineer
2)Traffic flow pattern
3)Traffic control devices
4)Pavement Markings
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1)Pipe Cover Minimums (measured from top of pipe to subgrade)
High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12”
2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2)
Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and
310.04 of the Roadway Standard Drawings for details
Pipes >30" on multilane highways posted above 45mph require guardrail
Pipes ≥36" require an endwall on the inlet end
3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently
dedicated drainage easement will be required to accommodate the proposed project drainage
4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown
(see Sec.3 #1 for survey requirements)
5)Provide spot elevations along frontage of driveway (at EOP and centerline)
6)Provide grades and spot elevations for existing and proposed ditches
7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted)
C/L
EOTEOP
P/L
R/WR/W
R/W
EOP
EOP
EOP
EOP
NTS
R/W
P/L
DRAINAGE FLOW
DRAINAGE FLOW
DRAINAGE FLOW
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
S IGH T T R IAN G LE
10 ' B Y 70 'S I GH T 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 PAVEMENT
MIN 2% FALL AWAY or
20' AWAY FROM THE PROPERTY LINE
DRIVEWAY 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 LINE
DRIVEWAY SHALL BE LOCATED AT LEAST
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINE
NEAREST OUTFALL ELEVATION
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINE
NEAREST 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 le ss
than the minimum. Coordinate with NCDOT and get approval on anything less than the desirable deceleration length.
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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 ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED
EXCAVATION 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 MINIMUM
APPROACH 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:
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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 142
R03600-006-012-000
RICHARD MOBURG
ELIZABETH MOBURG
D.B. 4626, PG. 912
M.B. 43, PG. 372
ZONING: R-15
LAND USE:
RESIDENTIAL
LOT 143
R03600-006-013-000
NORA E. BENEVENTI
REVOCABLE TRUST
D.B. 5020, PG. 2264
M.B. 43, PG. 372
ZONING: R-15
LAND USE:
RESIDENTIAL
LOT 144
R03600-006-014-000
DAVID M. RENQUIST
MARY E. RENQUIST
D.B. 5020, PG. 2264
M.B. 43, PG. 372
ZONING: R-15
LAND USE:
RESIDENTIAL
LOT 147
R03600-006-017-000
PRUDENTIAL
RELOCATION INC.
D.B. 5238, PG. 722
M.B. 43, PG. 372
ZONING: R-15
LAND USE:
RESIDENTIAL
LOT 148
R03600-006-018-000
BRADLEY J. ERBES
TAMI L. ERBES
D.B. 5238, PG. 722
M.B. 43, PG. 372
ZONING: R-15
LAND USE:
RESIDENTIAL
LOT 149
R03600-006-024-000
ERNEST W. OLDS
DAWN M. OLDS
D.B. 6056, PG. 182
M.B. 44, PG. 307
ZONING: R-15
LAND USE:
RESIDENTIAL
LOT 150
R03600-006-025-000
RICHARD MIMMS
SUPATRA MIMMS
D.B. 6221, PG. 2760
M.B. 44, PG. 307
ZONING: R-15
LAND USE:
RESIDENTIAL
LOT 151
R03600-006-026-000
MADISON M.
NEWSOME
BUNJONG P.
NEWSOME
D.B. 4655, PG. 304
M.B. 44, PG. 307
ZONING: R-15
LAND USE:
RESIDENTIAL
R03600-006-082-000
ROBERT L. YUNASKA
D.B. 4626, PG. 912
M.B. 43, PG. 372
ZONING: I-1
LAND USE:
VACANT INDUSTRIAL
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18' PRIVATE ALLEY
R03700-004-293-000
PORTER'S POINTE
HOMEOWNERS
ASSOCIATION, INC
D.B. 5790, PG. 35
M.B. 55, PG. 340
ZONING: R-15
LAND USE: RESIDENTIAL
COMMUNITY OPEN SPACE
R03700-004-294-000
PORTER'S POINTE
HOMEOWNERS
ASSOCIATION, INC
D.B. 5790, PG. 35
M.B. 55, PG. 340
ZONING: R-15
LAND USE:
RESIDENTIAL
AMENITY
R03705-006-007-000
KATHRYN WOLFE &
LARRY STEVEN
MORGAN
D.B. 6025, PG. 1493
M.B. 46, PG. 25
ZONING: R-15
LAND USE:
RESIDENTIAL
R03705-006-012-000
JOANN M. WAINIO
D.B. 5694, PG. 1838
M.B. 46, PG. 25
ZONING: R-15
LAND USE:
RESIDENTIAL
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DEREK REEVES
D.B. 5625, PG. 1573
M.B. 51, PG. 154
ZONING: R-15
LAND USE:
RESIDENTIAL
R03700-004-300-000
STEVE LINDNER
D.B. 6031, PG. 2140
M.B. 51, PG. 154
ZONING: R-15
LAND USE:
RESIDENTIAL
R03700-004-299-000
EDWARD
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D.B. 5571, PG. 1535
M.B. 51, PG. 154
ZONING: R-15
LAND USE:
RESIDENTIAL
R03700-004-298-000
ANNA ROVETTO
D.B. 6636, PG. 1714
M.B. 51, PG. 154
ZONING: R-15
LAND USE:
RESIDENTIAL
R03700-004-297-000
ROCHELLE KREINER
D.B. 6406, PG. 1314
M.B. 51, PG. 154
ZONING: R-15
LAND USE:
RESIDENTIAL
R03700-004-296-000
CAMERON DANIEL
D.B. 6290, PG. 242
M.B. 51, PG. 154
ZONING: R-15
LAND USE:
RESIDENTIAL
R03700-004-295-000
RICHARD WILSON
D.B. 5545, PG. 2050
M.B. 51, PG. 154
ZONING: R-15
LAND USE:
RESIDENTIAL
R03700-004-011-000
PORTERS CROSSING
HOA INC
D.B. 6102, PG. 2894
M.B. 51, PG. 154
ZONING: R-15
LAND USE:
RESIDENTIAL AMENITY
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D.B. 5790, PG. 35
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LAND USE: RESIDENTIAL
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SCALE: 1"=60'
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SITE DATA
DEVELOPMENT NAME: BAYSHORE TOWNHOMES
PROJECT ADDRESS: PARCELS LOCATED BEHIND 8138 MARKET STREET
PROPERTY OWNERS: HERBERT E PARHAM
8304 BALD EAGLE LANE
WILMINGTON, NC 28411
DEVELOPER: BAYSHORE TOWNHOMES, LLC
201 N. ELM ST., SUITE 201
GREENSBORO, 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-15
CURRENT LAND UES: FORESTRY / FARM
PROPOSED USE: TOWNHOME (ROWHOUSE) NEIGHBORHOOD
FUTURE LAND USE CLASSIFICATION: GENERAL RESIDENTIAL
TOTAL DEVELOPMENT PROJECT SITE AREA: ± 30.22 AC (R-15) INCLUDING
AREA OF SITE IN NATURAL POND COD :+ 1.30 AC IN COD
NET DEVELOPMENT AREA: + 28.92 AC
MAXIMUM DENSITY IN R-15 PERFORMANCE RESIDENTIAL: 2.5 DU / AC
TOTAL NUMBER OF UNITS ALLOWED: 72 UNITS
TOTAL 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 MINIMUM
TOWNHOME PARKING PROVIDED: 276 SPACES (58 GARAGES, 218 PAVED)
BUILDING DIMENSIONAL REQUIREMENTS
BUILDING HEIGHT: 40' MAX HT
BUILDING SETBACK: EXCEEDS 20' SINGLE
FAMILY AND 30' MULTI-FAMILY SETBACKS
IMPERVIOUS CALCULATIONS:
SIDEWALKS: 34,004 SF
AMENITY CLUB: 19,448 SF
MAINTENANCE: 1134 SF
BUILDINGS: 44,068 SF
ROADS & PARKING: 229,843 SF
ACCESS ROAD: 22788 SF
PICKLEBALL:4320 SF
TOTAL 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 AND
CONNECTING I-1 LAND
3. THE HATCHED I-1 ZONED PROPERTY LOCATED BETWEEN THE B-2 AND R-15 SITE SHALL
PROVIDE VEHICULAR, PEDESTRIAN, AND UTILITY ACCESS FOR ALL PARCELS WITHIN THE
DEVELOPMENT BOUNDARY.
4. THE DEVELOPMENT SHALL HAVE A HOA / POA IF / AS APPLICABLE.
5. STORM WATER SHALL BE DESIGNED AND PERMITTED IN ACCORDANCE WITH ALL NEW
HANOVER COUNTY AND STATE REQUIREMENTS.
6. PUBLIC WATER AND SEWER WILL BE EXTENDED BY THE DEVELOPER TO THE SITE. ALL
DESIGN 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 UDO
REQUIREMENTS.
8. LOCATIONS OF ALL AMENITY AND RECREATION AREAS MAY CHANGE PENDING FINAL DESIGN
9. ALL TOWNHOMES AND AMENITIES BUILT IN ONE PHASE
10. FLOOD INFORMATION: THE SUBJECT PARCELS ARE LOCATED IN ZONE X – MINIMAL FLOOD
RISK – AS SHOWN BY FEMA MAP NUMBER 3720316900K & 3720326000K BEARING AN EFFECTIVE
DATE 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 JURISDICTIONAL
DETERMINATION APPROVED AUGUST 26, 2024. ALL IMPACTS WILL BE PERMITTED PRIOR TO
CONSTRUCTION.
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 YUNASKA
PARCEL 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 UNITS
2 BEDROOM UNITS, 3 STORY: 40 UNITS
3 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
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AMENITY
± 0.82 AC
OPEN SPACE
± 0.38 AC
NATURAL COD
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SPACE
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404
WETLANDS
7
7
KEY LEGEND:
1A HEAVY DUTY ASPHALT PAVING, TYP.
(SEE DETAILS)
LIGHT DUTY ASPHALT PAVING, TYP.
(SEE DETAILS)
CURB AND GUTTER
VERTICAL CURB
CONCRETE SIDEWALK; 5' MINIMUM WIDTH
INTERCONNECTED SIDEWALK,TRAIL SYSTEM
THROUGHOUT PROJECT
ADA CURB RAMP WITH TRUNCATED DOMES
WARNING 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 EMERGENCY
SPILLWAY 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 POND
IDENTIFIED AS "NATURAL POND" CONSERVATION AREA IN NHC UDO.
POND TO REMAIN AND HAVE COD BUFFER
SWALE
PROVIDING OUTFALL DRAINAGE FOR EXISTING POND
20' WIDE DRAINAGE EASEMENT IN I-1 PARCEL
ROAD CONNECTION BETWEEN B-2 AND R-15 PARCELS
ALL NECESSARY UTILITY AND STORMWATER EASEMENTS
CONVEYED BETWEEN B-2 AND R-15 PARCELS LOCATED ALONG
ROAD
PROJECT ACCESS DRIVE
I-1 PARCEL ROAD CONNECTION BETWEEN B-2 AND R-15 PARCELS
MAINTENANCE BUILDING
MINIMUM R-15 REQUIRED BUILDING SETBACK TO ADJACENT
RESIDENTIAL
3-STORY ROW STYLE TOWNHOME WITH IN-UNIT GARAGE, TYP.
2-STORY END-UNIT ROW STYLE TOWNHOME, NO GARAGE, TYP.
BUILDING LANDSCAPE AREA
FOUNDATION PLANTINGS AROUND ALL BUILDINGS, TYP.
SEGMENTAL RETAINING WALL
37
38
35
4" HIGH CONCRETE WHEELSTOP
STREET LIGHT, TYP.
OPENS PACE, TYP.
EXISTING VEGETATION / LANDSCAPE BUFFER
COMBINATION OF EXISTING & PLANTED VEGETATION CREATING
BUFFER TO ADJACENT PROPERTIES; BUFFERS EXCEED MINIMUM
BUFFER REQUIRED, BUT WILL BE AUGMENTED IF NEEDED TO MEET
NHC STANDARDS
MINIMUM BUFFER LINE, TYP.
39
41
42
42A
40
PROPOSED LANDSCAPE AREA, TYP.
TRASH & RECYCLING COMPACTOR W/ SCREEN
MONUMENT SIGN
PICKLEBALL COURTS
SEE GENERAL NOTES
DOG PARK
SEE 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
STREETYARD
25' MINIMUM REQUIRED
EXISTING 40' DRAINAGE & PUBLIC UTILITY
EASEMENT
49
50
52
53
EXISTING 30' DUKE ENERGY EASEMENT
TO BE RELOCATED, PENDING DUKE
APPROVAL
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)
51
54
56
55
58
57
36
ALLEY ACCESS TO GARAGES
TEMPORARY DISC GOLF PRACTICE AREA
NOT FOR PUBLIC USE
TEMPORARY PRACTICE SOFTBALL FIELD
NOT FOR PUBLIC USE
TEMPORARY PRACTICE SOCCER FIELD
NOT 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
60
60
59 59
43
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T
W
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LOT 142
R03600-006-012-000
RICHARD MOBURG
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D.B. 4626, PG. 912
M.B. 43, PG. 372
ZONING: R-15
LAND USE:RESIDENTIAL
LOT 143R03600-006-013-000
NORA E. BENEVENTIREVOCABLE TRUST
D.B. 5020, PG. 2264
M.B. 43, PG. 372
ZONING: R-15
LAND USE:
RESIDENTIAL
LOT 144R03600-006-014-000DAVID M. RENQUIST
MARY E. RENQUISTD.B. 5020, PG. 2264
M.B. 43, PG. 372ZONING: R-15
LAND USE:RESIDENTIAL
LOT 147R03600-006-017-000
PRUDENTIALRELOCATION INC.
D.B. 5238, PG. 722
M.B. 43, PG. 372
ZONING: R-15
LAND USE:
RESIDENTIAL
LOT 148R03600-006-018-000BRADLEY J. ERBES
TAMI L. ERBESD.B. 5238, PG. 722
M.B. 43, PG. 372
ZONING: R-15
LAND USE:RESIDENTIAL
LOT 149R03600-006-024-000
ERNEST W. OLDSDAWN M. OLDS
D.B. 6056, PG. 182M.B. 44, PG. 307
ZONING: R-15LAND USE:
RESIDENTIAL
LOT 150R03600-006-025-000
RICHARD MIMMSSUPATRA MIMMS
D.B. 6221, PG. 2760M.B. 44, PG. 307
ZONING: R-15
LAND USE:
RESIDENTIAL
LOT 151R03600-006-026-000
MADISON M.
NEWSOME
BUNJONG P.
NEWSOMED.B. 4655, PG. 304
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LOT 152R03600-006-027-000DEWAIN H. RAHE
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R03700-004-294-000PORTER'S POINTE
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D.B. 5790, PG. 35
M.B. 55, PG. 340
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GREGORY POOLEEQUIPMENT COMPANY
D.B. 6645, PG. 1746ZONING: B-2LAND USE: COMMERCIAL
R03600-005-005-000
SANDERS FAMILY
STORAGE, LLC
D.B. 6001, PG. 1677
ZONING: B-2
LAND USE: COMMERCIAL
STORAGE
R03705-006-007-000
KATHRYN WOLFE &
LARRY STEVEN
MORGAND.B. 6025, PG. 1493
M.B. 46, PG. 25ZONING: R-15
LAND USE:RESIDENTIAL
R03705-006-012-000
JOANN M. WAINIO
D.B. 5694, PG. 1838
M.B. 46, PG. 25ZONING: R-15
LAND USE:RESIDENTIALL
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DEREK REEVES
D.B. 5625, PG. 1573
M.B. 51, PG. 154
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R03700-004-300-000
STEVE LINDNER
D.B. 6031, PG. 2140
M.B. 51, PG. 154
ZONING: R-15
LAND USE:
RESIDENTIAL
R03700-004-299-000
EDWARD
SOUTHERLANDD.B. 5571, PG. 1535
M.B. 51, PG. 154ZONING: R-15
LAND USE:RESIDENTIAL
R03700-004-298-000
ANNA ROVETTO
D.B. 6636, PG. 1714
M.B. 51, PG. 154
ZONING: R-15
LAND USE:
RESIDENTIAL
R03700-004-297-000ROCHELLE KREINER
D.B. 6406, PG. 1314
M.B. 51, PG. 154
ZONING: R-15
LAND USE:
RESIDENTIAL
R03700-004-296-000
CAMERON DANIEL
D.B. 6290, PG. 242
M.B. 51, PG. 154
ZONING: R-15
LAND USE:RESIDENTIAL
R03700-004-295-000
RICHARD WILSOND.B. 5545, PG. 2050
M.B. 51, PG. 154
ZONING: R-15
LAND USE:
RESIDENTIAL
R03700-004-011-000
PORTERS CROSSING
HOA INC
D.B. 6102, PG. 2894
M.B. 51, PG. 154
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LAND USE:RESIDENTIAL AMENITY
R03700-004-214-000
LARRY J. & ALICE W.
MATTHEWSD.B. 6489, PG. 1689
M.B. 49, PG. 102ZONING: R-15
LAND USE:RESIDENTIAL
R03700-004-215-000AVERY & JOLIN BEVIN
CRAIG & NANCY
GIBSON
D.B. 6647, PG. 715
M.B. 49, PG. 102
ZONING: R-15LAND USE:
RESIDENTIAL
R03700-004-216-000
JESUS G. & ROSELINE
H. DIZA-QUIROZ
D.B. 5440, PG. 2569
M.B. 49, PG. 102
ZONING: R-15
LAND USE:
RESIDENTIAL
R03700-004-217-000XIAODAN DONG &
QIYONG WENGD.B. 6221, PG. 569
M.B. 49, PG. 102
ZONING: R-15
LAND USE:RESIDENTIAL
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PORTER'S POINTEHOMEOWNERS
ASSOCIATION, INCD.B. 5790, PG. 35
M.B. 55, PG. 340ZONING: R-15
LAND USE: RESIDENTIAL
COMMUNITY OPEN SPACE
24
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US
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'
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52'
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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 SOILS
DATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVING
SECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THEAVAILABILITY OF SOILS DATA.
9'
PARALLEL
PARKING
9'
PARALLEL
PARKING
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 DATA
DEVELOPMENT NAME: BAYSHORE TOWNHOMES
PROJECT ADDRESS: PARCELS LOCATED BEHIND 8138 MARKET STREET
PROPERTY OWNERS: HERBERT E PARHAM
8304 BALD EAGLE LANE
WILMINGTON, NC 28411
DEVELOPER: BAYSHORE TOWNHOMES, LLC
201 N. ELM ST., SUITE 201
GREENSBORO, 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-15
CURRENT LAND UES: FORESTRY / FARM
PROPOSED USE: TOWNHOME (ROWHOUSE) NEIGHBORHOOD
FUTURE LAND USE CLASSIFICATION: GENERAL RESIDENTIAL
TOTAL DEVELOPMENT PROJECT SITE AREA: ± 30.22 AC (R-15) INCLUDING
AREA OF SITE IN NATURAL POND COD :+ 1.30 AC IN COD
NET DEVELOPMENT AREA: + 28.92 AC
MAXIMUM DENSITY IN R-15 PERFORMANCE RESIDENTIAL: 2.5 DU / AC
TOTAL NUMBER OF UNITS ALLOWED: 72 UNITS
TOTAL 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 AND
CONNECTING I-1 LAND
3. THE HATCHED I-1 ZONED PROPERTY LOCATED BETWEEN THE B-2 AND R-15 SITE SHALL
PROVIDE VEHICULAR, PEDESTRIAN, AND UTILITY ACCESS FOR ALL PARCELS WITHIN THE
DEVELOPMENT BOUNDARY.
4. THE DEVELOPMENT SHALL HAVE A HOA / POA IF / AS APPLICABLE.
5. STORM WATER SHALL BE DESIGNED AND PERMITTED IN ACCORDANCE WITH ALL NEW
HANOVER COUNTY AND STATE REQUIREMENTS.
6. PUBLIC WATER AND SEWER WILL BE EXTENDED BY THE DEVELOPER TO THE SITE. ALL
DESIGN 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 UDO
REQUIREMENTS.
8. LOCATIONS OF ALL AMENITY AND RECREATION AREAS MAY CHANGE PENDING FINAL DESIGN
9. ALL TOWNHOMES AND AMENITIES BUILT IN ONE PHASE
10. FLOOD INFORMATION: THE SUBJECT PARCELS ARE LOCATED IN ZONE X – MINIMAL FLOOD
RISK – AS SHOWN BY FEMA MAP NUMBER 3720316900K & 3720326000K BEARING AN EFFECTIVE
DATE 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 JURISDICTIONAL
DETERMINATION APPROVED AUGUST 26, 2024. ALL IMPACTS WILL BE PERMITTED PRIOR TO
CONSTRUCTION.
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 POND
IDENTIFIED AS "NATURAL POND" CONSERVATION
AREA IN NHC UDO. POND TO REMAIN AND HAVE COD
BUFFER
SWALE
PROVIDING OUTFALL DRAINAGE FOR EXISTING POND
20' WIDE DRAINAGE EASEMENT IN I-1 PARCEL
ROAD CONNECTION BETWEEN B-2 AND R-15 PARCELS
ALL NECESSARY UTILITY AND STORMWATER
EASEMENTS CONVEYED BETWEEN B-2 AND R-15
PARCELS LOCATED ALONG ROAD
PROJECT ACCESS DRIVE
I-1 PARCEL ROAD CONNECTION BETWEEN B-2 AND
R-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 GUTTER
VERTICAL CURB
CONCRETE SIDEWALK; 5' MINIMUM WIDTH SIDEWALK
INTERCONNECTED SIDEWALK,TRAIL SYSTEM
THROUGHOUT PROJECT
ADA CURB RAMP WITH TRUNCATED DOMES
WARNING 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 ADJACENT
RESIDENTIAL
3-STORY ROW STYLE TOWNHOME WITH IN-UNIT GARAGE, TYP.
2-STORY END-UNIT ROW STYLE TOWNHOME, NO GARAGE, TYP.
BUILDING LANDSCAPE AREA
FOUNDATION PLANTINGS AROUND ALL BUILDINGS, TYP.
SEGMENTAL RETAINING WALL
4" HIGH CONCRETE WHEELSTOP
STREET LIGHT, TYP.
OPENS PACE, TYP.
EXISTING VEGETATION / LANDSCAPE BUFFER
COMBINATION OF EXISTING & PLANTED VEGETATION CREATING
BUFFER TO ADJACENT PROPERTIES; BUFFERS EXCEED
MINIMUM BUFFER REQUIRED, BUT WILL BE AUGMENTED IF
NEEDED TO MEET NHC STANDARDS
MINIMUM BUFFER LINE, TYP.
37
38
39
41
35
3
PROPOSED LANDSCAPE
STREET TREES ALONG ALL PROJECT ROADS
AND IN LANDSCAPE ISLANDS
TRASH & RECYCLING COMPACTOR W/ SCREEN
MONUMENT SIGN
PICKLEBALL COURTS
SEE GENERAL NOTES
DOG PARK
SEE GENERAL NOTES
MOTOR COURT, TYP.
RESIDENTS' PARKING AT CORE OF EACH
BLOCK BEHIND UNITS. GARAGE ACCESS
PROVIDED IN MOTOR COURT
STREETYARD
25' MINIMUM REQUIRED
EXISTING 40' DRAINAGE & PUBLIC UTILITY
EASEMENT
EXISTING 30' DUKE ENERGY EASEMENT
TO 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 AREA
NOT FOR PUBLIC USE
TEMPORARY PRACTICE SOFTBALL FIELD
NOT FOR PUBLIC USE
TEMPORARY PRACTICE SOCCER FIELD
NOT 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