HomeMy WebLinkAboutEdgewater Villas TRC CommentsNTV _
I
NEW HANOVER COUNTY
PLANNING & LAND USE
230 Government Center Drive, Suite 110, Wilmington, NC 28403
P: (910) 798-7165 I F: (910) 798-7053 I NHCgov.com
Rebekah Roth, Director
To: Jason T. Clark, PE, Norris & Tunstall Consulting Engineers P.C., jclark@ntengineers.com
From: Amy Doss, Development Planner
Date: September 18, 2024, TRC Review
PID#: R03700-004-190-000
Egov# SUBPP-24-0009
Subject: Edgewater Villas - Preliminary Plan TRC Review
The following comments have been received for the September 18, 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 below items
must be resubmitted prior to receiving preliminary plan approval.
Planning, Amy Doss 910-798-7571
1. General Comments
a. Project is tied to conditional rezoning case Z22-05, approved 5/2/2022 for a (CZD) R-7
performance subdivision.
b. Site circulation, building orientation, and building layout has changed significantly from
the approved concept plan design. Please discuss with Staff as a minor deviation request
may be required.
c. Please include the conditions for this rezoning on the cover page:
i. The project will be age -restricted based on state and federal Fair Housing
requirements for projects for individuals aged SS and above.
ii. An additional sidewalk will be provided between the project and Porter's Neck
Elementary School.
iii. The storm water management system will be designed for a 100-year storm
event.
d. 44 units total allowed, 44 proposed in this site plan, please include this note in the Site
Data Table.
e. Is this project fee simple? If not, please show lot lines.
Edgewater Villas — Major Subdivision — TRC Review
Page 1 1
NEW HANOVER COUNTY
PLANNING & LAND USE
230 Government Center Drive, Suite 110, Wilmington, NC 28403
P: (910) 798-7165 I F: (910) 798-7053 I NHCgov.com
Rebekah Roth, Director
f. Please identify the location of the proposed mailbox kiosk.
2. UDO Section 5.1, Parking and Loading
a. Please show pull -off area for the mailbox kiosk, if not located within the amenity center.
b. At least 7' of width is needed for the pull -off area.
3. UDO Section 5.2, Traffic, Access and Connectivity
a. Please reflect stub for future connectivity as shown below on approved concept plan.
Covoo+q
� i
4. UDO Section 5.3, Tree Retention
a. It appears that the trees planned for removal on -site will require a Tree Removal Permit.
b. Please apply for a Tree Removal Permit, referencing UDO Section 5.3, to accompany the
Tree Removal Plan on page C-3.
5. UDO Section 5.4, Landscaping and Buffering
a. Please provide a landscape plan.
6. UDO Section 5.7, Conservation Resources
a. Per the New Hanover County Conservation Overlay District Map, there are no
conservation resources on the site.
7. UDO Section 5.8, Open Space Requirements
a. Open space acreage requirements are met.
8. UDO Article 6, Subdivision Design and Improvements.
a. Please ensure that sidewalks are labeled.
b. Please ensure block length standards are being met.
c. Please show future connection to comply with connectivity standards.
d. Please verify link to node ratio is being met.
Edgewater Villas —Major Subdivision —TRC Review
Page 12
NTV _
I
NEW HANOVER COUNTY
PLANNING & LAND USE
230 Government Center Drive, Suite 110, Wilmington, NC 28403
P: (910) 798-7165 I F: (910) 798-7053 I NHCgov.com
Rebekah Roth, Director
NHC Fire Services, Sunnie Batson 910-798-7464
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. Fire apparatus access roads shall provide access to within 150 feet of each side of the first -floor
exterior walls unless the building is equipped throughout with an approved automatic sprinkler
system then the distance increases to 200 feet (Chapter 5). If these options are not selected,
please contact the fire code official and fire department for guidance. Gates on fire apparatus
access roads are discouraged due to the delay in response. If a gated access is deemed
necessary it shall be either staffed with personnel 24 hours per day every day, 365 days of the
year or must include KNOX key bypass switch and siren activation (both). (Chapter 5).
3. All fire hydrants shall have a 5 % inch barrel, a 5 % inch valve opening, two 2 % inch NST side
discharges and a 5 inch pumper nozzle with a 5 inch STORZ connection. Further information on
the technical specifications is available from the fire code official or Cape Fear Public Utility
Authority.
4. All fire hydrants shall be installed so they are visible from the fire apparatus access road with
unobstructed access and a clear space no less than 36 inches in all directions. They shall be
protected from vehicle impact by curbing, guard posts or other means approved by the fire code
official. They shall be oriented with the large discharge facing the nearest street. All discharges
shall meet the NFPA requirements for distance above grade.
5. Fire hydrants in general residential areas shall be installed so that all insured properties are
within 500 feet of a hydrant (hydrant spacing approximately 1000 feet apart along a fire
apparatus access road, installed at intersections where possible). The first fire hydrant should be
installed at or near the entrance to the residential area.
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 giamison@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.
Edgewater Villas —Major Subdivision —TRC Review
Page 13
NEW HANOVER COUNTY
PLANNING & LAND USE
230 Government Center Drive, Suite 110, Wilmington, NC 28403
P: (910) 798-7165 I F: (910) 798-7053 I NHCgov.com
Rebekah Roth, Director
3. Note, condition #3 of the rezoning requires 100 year storm attenuation. Please ensure the SCM
is sized accordingly.
4. Please contact the State for the stormwater permit modification requirements.
NHC Environmental Health, Dustin Fenske 910-798-6732
1. Site must connect to public water and sewer or individual well and septic permits must be
applied and received prior to building permit issuance.
NHC Addressine. Katherine Mav 910-798-7443
1. The number of named streets is to be determined. Please provide 3 preferred name and 3
alternatives.
2. Please contact planning for address assignments 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 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.
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. Please see attachment.
WMPO, Abby Lorenzo 910-473-7890
1. Please see attachment.
Army Corps of Engineers, Brad Shaver 910-251-4611
1. The Corps has found no records for this site.
Edgewater Villas —Major Subdivision —TRC Review
Page 14
NEW HANOVER COUNTY
PLANNING & LAND USE
230 Government Center Drive, Suite 110, Wilmington, NC 28403
P: (910) 798-7165 I F: (910) 798-7053 I NHCgov.com
Comments not received at this time from:
Emergency Services & E911, Steve Still
NCDEQ, Chad Coburn
New Hanover Soil & Water, Dru Harrison
NCDEMLR, Dan Sams
DCM, Tanya Pietila
Rebekah Roth, Director
Edgewater Villas — Major Subdivision —TRC Review
Page 15
qyH. STATEo,
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
Memorandum
To: New Hanover County Technical Review Committee
Date: August 22, 2024
Subject: Edgewater Villas — 300 Edgewater Club Drive
J.R. "JOEY" HOPKINs
SECRETARY
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/lJtilities/Pa eg s/help.gWx
It appears that the New Hanover County Board of Education owns the property along
both sides of Waterstone Drive.
Waterstone Drive:
• The right of way is public and maintained by NCDOT to just past the school
driveway.
• State Route SR 2934.
NCDOT Driveway Permit:
An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and
15 of the Policy on Street and Driveway Access to North Carolina Highway to include
access locations within 500' of the proposed access on both sides of the State Road.
Submit to the local NCDOT District Engineer's Office.
• Refer to the NCDOT checklist (included) for required documents and site plan
information.
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DISTRICT 3 ENGINEER'S OFFICE
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
Telephone: 910-398-9100
Customer Service: 1-877-368-4968
Website: ncdot.gov
Location:
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
04-11-03 COURIER
NCDOT Encroachment Azreement:
An NCDOT Encroachment Agreement is required for any utility connections or
installations within the NCDOT right-of-way form 16.6).
• Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for
required documents and site plan information.
An NCDOT Encroachment Agreement is required for any sidewalk or multi -use paths
installed within the NCDOT right-of-way (form 16.6).
Site Plan Comments:
Use the current NCDOT Standard Drawings (2024) that are applicable to the
development.
Sight Triangles and Sight Distance:
• No obstructions shall be placed within the NCDOT sight triangles.
• Show and label the stopping sight distance.
o No obstructions shall be placed within the stopping sight distance.
Label the radii for the driveway proposed driveway/driveways.
• A radius encroachment letter will be required if the radius of the proposed
driveway crosses the adjoining property line.
You can coordinate with the district office with any questions 910-398-9100.
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DISTRICT 3 ENGINEER'S OFFICE
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
Telephone: 910-398-9100
Customer Service: 1-877-368-4968
Website: ncdot.gov
Location:
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
04-11-03 COURIER
NCDOT I Division 3 1 District 3 Project Name: Date:
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 POLICYON STREETAND
DRIVEWAYACCESS 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.Ilconnect.ncdot.govlsite/PermitsIPagesldefault.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.Ilconnect. ncdot.gov/projects/Road way/Road wayDesignAdministrativeDocuments/Policy%20on %2OStreet%20an
d%20Driveway%2OAccess. pdf
• NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way:
https.Ilconnect. ncdot. govlm unicipalities/Utilities/PageslUtilitiesManuais. aspx
• Electronic Forms Database:
h ttps://connect. ncdot. gov/Pages/default. aspx
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: Reauired Documents
1) Required documents to accompany all Initial Driveway Application Submittals
Please note that these are the minimum requirements of all driveway permit applications.
Applicant NCDOT All required documentation shall be submitted through the online portal as PDF files, with the exception of the
Checklist checklist 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
Y N n/a Y INn/a may be additional submittal materials required.
111111� 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.
M M M
M M W- b. NCDOT Street and Driveway Access Permit Application (form downloadable via link below)
https://connect. ncdot. gov/resources/BusinessForms/TEB-65-04. doc
NEEL.
c. $50.00 Inspection Fee Per Access Point
Attach to Permit Application form (not applicable for municipalities, churches, and schools)
MEN
K d. NPDES Stormwater Permit Compliance Certification (form downloadable via link below)
https://connect. ncdot. gov/municipalities/Utilities/EncroachmentForms/NPDESstatemen t. doc
NON
NI e. Verification of Compliance with Environmental Regulations (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1. pdf
00001
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.
00001
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
State of North Carolina I Department of Transportation I Division 3 1 District 3
5501 Barbados Blvd, Castle Hayne, NC 28429
Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #
Section 1: Reauired Documents (continued
2)
Reauired documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL
Y N n/a
Y N n/a
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.
MEN
EM b. Performance and Indemnity Bond Information/Forms
See last page of document for bond information and forms
M00
011111 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
MkEM
MEIM d. Radius Encroachment Letter (if applicable)
If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required
Emr
-IMM 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
Y N n/a
Y N n/a Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways
L 1) Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown
MEN
Elk 2) North arrow, vicinity map, date of plan, and date of most -recent revision if applicable
MEN
EM 3) Contact information of applicant and engineer, including mailing address, phone number, and email address
MEN
EM 4) Show R/W lines, highway control of access, and property lines
MMM
MF' 5) All existing utilities (including handholes) and easements
NEEL
6) R/W width
MEM
E` 7) Existing posted speed limit(s) and design speed limit(s)
moor,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
MWE
r 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
Y N n/a
Y N n/a 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 I 1-way: 12' minimum, 24' maximum I 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 I 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)
Section 3: Drivewav Plan Reauirements (continued
Y N n/a Y N n/a
Y N n/a Y N n/a
■■r
MEN NEN
No• EMP
INrl-
Y N n/a
Y N n/a
W
9) Driveway Pavement Cross Section (to be in place from EOP to edge of R/W)
Asphalt: 8"ABCstone 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 4: Drainage Requirements
All drainage features on NCDOT Right -of -Way shall adhere to, at a minimum, the items listed below
1) Pipe Cover Minimums (measured from top of pipe to subgrade)
High Density Polyethylene (HDPE): 24" 1 Corrugated Aluminum (CAP): 12" 1 Reinforced Concrete (RCP): 12"
2) Pipe End Treatment (see Roadway Design Manual5-20, 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)
Section 5: Internal Circulation Requirements
Y N n/a 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
Section 6: Roadway Plan Requirements
Y N n/a 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" B25.00, 3" 119.00, 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" B25.00, 1.5" S9.513; any overlay of existing pavement is to be a minimum of 1.5" S9.513
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 I 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.
u
m
D
0
0
7D
m
C�
m a�
m zo
03 Ala
_ 3 a�
N O X a �
Dm
DD �a
Z
o: O
mD
mf
w �
o I
�I
�< I
�m
DD I
D I
I
m D
:13r
of
3
_W I �m
I
mr
OI
-um
7l D
o--� I z
0m D <
m0 I 7 m
�D D �
m
rr I r�
m ccn m z <
\ O D
I
Ul O.
� Z
I� w
I o
IO
N
I
I
rl
O
D I70
Z IX
D
D Ir
m in
:Do O
O ::E
I
z D z
3 I�
W
m ID
7 O
IC
ID
O �
NI
m
0I
NI
m
mI
0
D
�m
D
x r
I r mm
r r
mm
z<
0 D
(n O
� Z
I w
I o
I
N
IE
OI
I
In
m
3
Z
w
O
2
O
N
m<
�m
D D
D
-<w
mD
7Dr
OF-
3
0
�m
mr
O
mm
77 D
O--�
0m
m0
� D
F-r
m
Z D
m cn
P/L -
DRIVEWAY
CONCRETE/ASPHALT
P/L
O O
C''ijN C)
o 9 zmc
Q(7y O z� d
00
N t7 a n O
wC
C�
N ` J
O
s
Y
z°
Nm z D y
Ct) Z
x�mZ car
2 Cqp fug
r
1 1 1 1 1 1 1 1 1 1 ca<rncn �c,a iv �com� cn �c�iv�m
zzzzzzzzorc -uc no
......00MD� Fll>M M<
MF7MMM�..ZO:: mOM rm
mr*immmL/)Lnr*izo— om_D z
cn cn cn cn cn cn cn cn N � � o z � z r
00000000()mmmmmm>> roOZ�
"Illl z UDDom
D DDDDDDD� mZr�- O
r �FFFFF�
cn cn cn Cl) Cl) cn cn cn z z > y TI
o zDZ Cl) z =
D
Z� m
�o m
m�
Dz
�()
Do
z
�-A
r�
Dp
z�
r
D
z
jO
F60
wgm��
r
O
1
` J
I
D
I
1
O1
1
I
Z
I
�n 1 a I
` I
1
I
av
4\\
m0
0
v
o
o m z o 2
m O D \\ \ \ y \ Y �mOp�`pj. �' o
01 $gym \\\ m� m a \\ °�o��=a��
9 ez� �� \ �A-
=o'i In
D
®
SYMBOL DATE DESCRIPTION BY
\ \ REVISIONS
\ \ 02020 NORRIS & TUNSTALL
OWNER/DEVELOPER RADING, DRAINAGE, & EROSION CONTROL
NORRIS & TUNSTALL McC AMMVFARMS,LLC
CONSULTING ENGINEERS P.C. SUITE Rv�iuE WRIGHT WAV EDGEWATER VILLAS
9'°'J,F9?oF zeoa. �aory cnrP ux,su�re,m ,nsa nsx-vrrte wvE:rz w. NW WILMINGTON, NC 28405 00 EDGEWATER CLUB RD.
oN°T,lN,N(: za
ILMINGTON, N.C. 28405
2�iNe (�10)-9653Pxo�2 (9�OJ 29')Z59W
�A mzmW��gy=�r�a =g
A opt - m=r$No� g gz.gz
Np Vim= M.°N�m y=mpo
m N W m Wm= 3=>
=� a moN=Ny o=m
N� v `moos ��g
3�?oy Z3
my
y m _ gog �n _ �Do
,J s anog 1.
1
_.1 11
' m s m o o
zy��
sA
o
Im
z.
N njm
\\ � N"-��f m0
mw
�\ y1
f
\ \ a I
Alo 3
van�
om9�
r
0
I
D
I
,
I 0
Z
I
I
I
1
I
DI
I
I
,
II
'
enmo
v
m M°Dm
/
INS `p
-o"oT3w
Y/
i5�+m
N= o
0mg �\
zA
Am \ \ \ y � Z \\ \
o
o
eZ
ISO-
Ul
I SYMBOL I DATE DESCRIPION BT
REVISIONS
\ \ 02020 NORRIS & TUN—
j,,,,"'"O _ NORRIS & TUNSTAT °T ° OWNER DEVELOPER UTILITY PLAN
2922 oRMY FARMS, LLC
5e 29220RVILLE WRIGHT WAV EDGEWATER VILLAS
CONSULTING ENGINEERS P.C. SUITE nB
u'. �i>= 00 EDGEWATER CLUB RD.
pa - '�� Nvn1P'.Ox,Su11P. 101 —ASH-i.1TTraxrvaxaO.Nw WILMINGTON, NC 28405
v ti fNGTON.NC 21412 AR-C 2a4 o ILMINGTON, N.C. 28405
A
Pf:ONP. (9111) 3-613 PIiONa ryly 2.111.
O
0
I
D
1
I
1
I
O
ZII
I
1
I
I
I
I
I
1
I
o
PeOu �
=SONm��ZSA
vv �\
oll
m n
�09ol0
o
WNW-
' Vim: e mo% \\\ m m Np
Ul
n ou9
SYMBOL DATE DESCRIPTION BT
REVISIONS
\ \ 02020 NORRIS & TDNSTALL
rw OWNERIDEVELOPER LAYOUT PLAN
„'�"M a"°R � � � _ NORRIS & TUNSTALL McCLAMMYFARMS,LLC
_a:a 2922WRIGHT WAY EDGEWATER VILLAS
CONSULTING ENGINEERS P.C. SU12 ORVILLEORVI
m ry WILMINGTON,NC28405 00 EDGEWATER CLUB RD.
}P9 t f'NGTO NCC"z'd<°i 'o "'As"" FASI-C=4w NILMINGTON,N.C.28405
W
G
z
cl)
m
sog mss
Z
z
o W
z
P>A�
O
>
e
G
N
�
.0
oNi> f�
N f~Tl
z
_
N
0
fA
��N
(]
m W
Q
rzA �
<
� ,n
o
o
c
<
C
!/i m
z
O
_
r n
m o
O
li v
<n
'
O
m
m
D
0
n
A
�M m m
�y� a m
oa 9
m
r
�oTmo a om;m> m s- a O
ass=a�o�ga`��,��.� o€ flg e` m
m
>mpmmR�omg aRao�RoBo p �o o � `:gym F T.
Z
POP --m
zoa s3 Xod xouoss sasXpxm snsaa
' O3R N_4X3aidId 13111NX4
aRMXpp iN do3epiaw°
� W
m
p 8goNx NmA mFg='_ A F 8 'N og M
N aYCHViB xanlpN3
Id0�31tl1B
Ns'^�moc n� ��
IFS'
z
a�9m=mb<m��;moa9g
_
,p
FA �o e
�g
;£>'��AmNv
e
�mlij- q A
p€o�a�s
»N�+E
7
r
3tl
•i
RLp ��:
-pp
F 1�
3�7 A` N N �9 a �� m
Via'
k ti�
e sxpL3ax aiNxoRRo onnRnxp FOR A
PARALLEL PIPE END SECTI4X xpniM cnnauxd
E pEPT. OF TRANRPp.RTRTICN
RIFF CONCRETE SECTIONFOR 1E Tp 3d PIP pry39IpElSUN
m o
c' Y s
x LM
S
B
S
n
g
'�"uNo
�2j@` Dp�R
ay "ay
e
NORRIS & TUNSTALL
OWNEWDEVELOPER
DETAIL SHEET
DGEWATER VILLAS
MOCLAMMV FARMS, LLC
_
i,�
°=
g
-
$
^ CONSULTING ENGINEERS P.C.
1d29A5HL
2s22OMMLLE WRIGHT WAV
SUITE LMI Ila
WILMINGTON, N.C. 28405
00 EDGEWATER CLUB RD.
s„Ic
ILMINGTON, N.C.28405
'^'•mSN.""
P��o>re�,o,�; 9� P�1oNE�'mzH_��
�WMPO
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: 09/03/2024
Subject: 300 Edgewater Club Road, Edgewater Villas
NCDOT Projects: N/A
WMPO 2045 Projects: N/A
305 Chestnut Street
PO Box 1810
Wilmington, NC 28402
Ph: (910) 341-3258
Fax: (910) 341-7801
www.wmpo.org
New Hanover County: 2024 Bicycle & Pedestrian Priorities Plan Amendment proposed project:
US-1 7/Market St and SR-1402/Porters Neck Rd/Edgewater Club Road 10' paved multi -use path
from NS-98813/Cypress Pond Way to NS-98685/Final Landing Ln.
TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required.
Land Use (ITE Code)
Intensity
Unit
24 Hour
AM Peak
PM Peak
Volumes
Hour Trips
Hour Trips
Single Family Attached
Housing (215)
44
DU
317
21
25
Wilmington Urban Area Metropolitan Planning Organization
City of Wilmington • Town of Carolina Beach • Town of Kure Beach • Town of Wrightsville Beach
County of New Hanover • Town of Belville + Town of Leland • Town of Navassa • County of Brunswick
County of Pender • Cape Fear Public Transportation Authority • North Carolina Department of Transportation