HomeMy WebLinkAboutASMW TRC Comments Compiled
ASMW Quadruplexes – Preliminary Plan – TRC Review
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To: Adam Louis Sisk, Founder, ASMW Properties, LLC,
From: Amy Doss, Associate Planner
Date: April 2, 2025 TRC Review
PID#: R08500-002-022-000
Egov# SUBPP-25-0019
Subject: ASMW Quadruplexes - Preliminary Plan TRC Review
The following comments have been received for the April 2, 2025, 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. Property was rezoned to (CZD) RMF-M on September 7, 2021. Case number Z21-10,
please reference the case on page C200 with note 6. Aside from the approved concept
plan, no conditions were placed on the rezoning.
b. Performance subdivision.
i. Density allowed per rezoning case Z21-10 is 10.7 du/ac or 16 units. Density
maximum is met with 16 units shown.
c. Staff recommends including the location of traffic calming devices on the preliminary
plans. Installation of traffic calming devices are not required, but including potential
locations on the plan ensures the future HOA / owners will have the opportunity to install
them without conducting a traffic study.
2. UDO Section 5.1, Parking and Loading
a. Parking requirements have been met. Two off street spaces are required and have been
provided for each dwelling unit.
3. UDO Section 5.2, Traffic, Access and Connectivity
ASMW Quadruplexes – Preliminary Plan – TRC Review
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a. Please note that no building permit for any structure shall be issued which requires
NCDOT approval for a Driveway Permit until NCDOT has issued the permit approval.
Evidence of approval shall accompany the application for building permit.
4. UDO Section 5.3, Tree Retention
a. Note: Land disturbance permits can be issued by county Engineering before a Tree
Removal Permit is approved by Planning. However, any trees removed before the Tree
Removal Permit is issued may result in enforcement action under Section 5.3.2 of the
Unified Development Ordinance to include prohibiting any development of the site for 3
to 5 years.
b. Please submit a tree removal permit application when ready.
5. UDO Section 5.4, Landscaping and Buffering
a. Type A opaque buffer required and provided.
b. Please identify the location of the dumpster and provide a detail showing screening
requirement has been satisfied, UDO Section 5.4.4.B.2.
c. Please include a table for street yard standards, UDO Section 5.4.6.B. The landscape plan
reflects a buffer yard along Carolina Beach Road. This should be a street yard instead.
d. 15 trees per acre retained or planted requirement has been met.
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 area.
7. UDO Section 5.6, Signs
a. Is any sign planned for the entrance for this development? If so, please note a sign
easement on the preliminary plan so it can follow to final plat to be recorded.
8. UDO Section 5.8, Open Space Requirements
a. Open space required is 0.3 acres (20% of 1.5 acres). Open space provided is 0.46. The
open space requirement has been met.
9. UDO Article 6, Subdivision Design and Improvements.
ASMW Quadruplexes – Preliminary Plan – TRC Review
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a. It appears that the private streets do not meet the minimum ROW/Travelway
requirement. Please see below excerpt from the NCDOT Matrix Table for Private Road
ROW Specifications:
b. Utility easements are required to be a minimum of 15’. The site plan shows a 5’ public
utility easement. Please amend the plan to reflect the requirements of UDO Section
6.2.2.A.5.a.3.
c. Subdivision is exempt from the connectivity ratio due to existing adjacent developed
property, UDO Section 6.2.2.A.7.g.7.
d. Please show the location of mailbox kiosk, UDO Section 6.2.2.A.15.
e. Please identify location of sidewalks on the site plan as required by UDO Section
6.3.3.J.1.f.
f. Please include draft covenants for the POA with next submittal, if lots are for sale.
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. 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
ASMW Quadruplexes – Preliminary Plan – TRC Review
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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).
3. Street and road signs are required, temporary signs during construction are acceptable as long
as they are legible and weather resistant. (Chapter 5).
4. Parking shall not be allowed on either side of the above-mentioned roadway. If roadside parking
is desired the minimum road width shall be increased, contact the fire code official for further
information. No Parking signs shall be a minimum of 12 inches wide and 18 inches tall.
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. A fire low calculation indicating the available fire flow shall be submitted to the fire Marshal’s
office during plans review.
7. 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.
8. 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.
NHC Soil & Water Conservation, Dru Harrison 910-798-7138
1. Please see attached.
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 grading and SCM design outfall into the NCDOT ROW with an increased drainage area, as
the existing drainage patterns split the parcel drainage to either the west or the ROW. This may
result in additional storm attenuation requirements by NCDOT. Please contract NCDOT drainage
department prior to submitting for County and State stormwater permits.
ASMW Quadruplexes – Preliminary Plan – TRC Review
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5. Should the grading design result in pond outfall to the west and based on the known drainage
deficiencies to the west, 100-year storm attenuation will be required.
6. Reconfiguration of the storm sewer system near the front entrance 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 sewer. Proposed infrastructure does not violate setbacks
to any surrounding properties septic systems.
NHC Sustainability Manager, Madelyn Wampler 910-798-7175
1. No comments at this time.
NHC Addressing, McCabe Watson 910-798-7068
1. Please contact me with street name proposals prior to TRC approval.
2. Each unit will need its own individual address, please contact me 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. No CFPUA water and sewer available.
3. Plans show connection to NC Aqua.
NCDOT, Nick Drees 910-343-3915
1. Please see attached.
WMPO, Greer Templer 910-341-0107
1. Please see attached.
Army Corps of Engineers, Brad Shaver 910-251-4611
1. The Corps has no records from this site.
Comments not received at this time from:
Emergency Services & E911, Steve Still
NCDEQ, Chad Coburn
NCDEMLR, Dan Sams
DCM, Tanya Pietila
United States
Department of
Agriculture
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
New Hanover
County, North
Carolina
Natural
Resources
Conservation
Service
March 19, 2025
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Bp Borrow pits 0.6 38.6%
Wa Wakulla sand, 1 to 8 percent
slopes
1.0 61.4%
Totals for Area of Interest 1.6 100.0%
7578 Carolina Beach Road Soil Map
37
7
33
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0
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430
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232430 232440 232450 232460 232470 232480 232490 232500 232510 232520 232530 232540 232550 232560 232570
34° 4' 2'' N
77
°
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34° 3' 59'' N
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N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS840 30 60 120 180Feet010204060Meters
Soil Map may not be valid
at this scale.
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:15,800.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map measurements.
Source of Map: Natural Resources Conservation Service Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A
projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are
required.
This product is generated from the USDA-NRCS certified data as of the version date(s) listed below.
Soil Survey Area: New Hanover County, North Carolina Survey Area Data: Version 26, Sep 9, 2024
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Nov 8, 2022—Dec 1, 2022
The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on
these maps. As a result, some minor shifting of map unit boundaries may be evident.
TO: New Hanover County Planning Department, New Hanover SWCD, March 19th, 2025
FROM: Dru Harrison, Director
RE:
I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE COMMENTS: The
soils are predominantly Wakulla sand (Wa) and Borrow pits (Bp).
According to the booklet, “Wilmington/New Hanover Classification of soils for Septic Tank
Suitability, Wakulla is a Class I soil.
The Soil Survey of New Hanover County lists Wakulla as somewhat excessively drained and
Borrow pits as moderately well drained.
It should be noted, according to the Soil Survey of New Hanover County, the limitation for
dwellings with or without basements and for small commercial buildings is severe for all of the
soils on this site. The limitations are due to flooding and/or wetness. An adequate drainage and
maintenance plan is needed for suitable housing.
The U.S. Army Corps of Engineers has federal jurisdiction over 404 Permits and the
NCDEHNR, Dept. of Water Quality, has state jurisdiction over 401 Permits under the Clean
Water Act. Before disturbing possible wetland areas, developers should contact these agencies to
stay in compliance with State and Federal regulations.
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: ASMW Quadruplexes – 7578 Carolina Beach Road
________________________________________________________________________
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 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
Site Plan Comments:
Hydraulic calculations and associated plan sheets will need to be submitted for the site.
x This will be reviewed by the NCDOT Hydraulics Unit.
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.
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.
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
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
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E
/ASP
HA
LT
LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER
SITE ADDRESS:TAX PARCEL #
20191115
PARALLEL END S.D. 310.02
INVERT ELEVATION
PARALLEL END S.D. 310.02
INVERT ELEVATION
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
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Owner/Applicant
Project Team
ASMW MULTI-FAMILY HOMES
7578 CAROLINA BEACH ROAD, WILMINGTON, NORTH CAROLINAFINAL DESIGN - NOT FOR CONSTRUCTION
AMSW PROPERTIES, LLC
708 MONROE AVENUECAROLINA BEACH, NC 28428
Project Team
Landscape Architect & Civil Engineer
COVER
C001
Site Overview Map (Not to Scale)Vicinity Map
LOCATION MAP
NOT TO SCALE
DAVETTE L
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Sheet #Description Rev # Date Seal Date
C001 COVER SHEET 1
C002 GENERAL NOTES & LEGEND 1
C100 EXISTING CONDITIONS AND DEMOLITION PLAN 1
C200 SITE PLAN 1
C300 STORMDRAIN PLAN 1
C301 GRADING PLAN 1
C302 INITIAL EROSION CONTROL PLAN 1
C303 FINAL EROSION CONTROL PLAN 1
C304 WET POND #1 DETAILS 1
C401 OFFSITE UTILITY PLAN & PROFILE
1
C500 EROSION CONTROL DETAILS
1
C501 EROSION CONTROL DETAILS
1
C502 EROSION CONTROL DETAILS
1
C503 SITE DETAILS
1
C504 UTILITY DETAILS
1
C505 UTILITY DETAILS
1
C506
STORMDRAIN DETAILS
1
C600 LANDSCAPE PLAN
1
Index of Drawings
C507
UTILITY DETAILS
PUMP STATION DETAILS
C508 PUMP STATION DETAILS
C509
1
1
1
1
C400 OVERALL UTILITY PLAN
C402 ONSITE UTILITY PLAN & PROFILE
1
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N=117123.6310E=2333808.1102
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SITE PLAN
C200
SITE DATA:
1. PARCEL ID: R08500-002-022-000
2. PROJECT ADDRESS:7578 CAROLINA BEACH ROADWILMINGTON, NC 28412
3. PROPERTY DEED AND PLATDB: 6520 PG: 676MB: - PG: -
4. OWNER:ASMW PROPERTIES, LLC708 MONROE AVENUECAROLINA BEACH, NC 28428
5. LAND USE:CURRENT LAND USE - VACANTPROPOSED LAND USE - MULTI-FAMILY RESIDENTIAL
6. ZONING - NEW HANOVER COUNTY: (CZD) RMF-M - RESIDENTIAL MULTI-FAMILY MODERATE DENSITY
7. PARCEL ACREAGE: 1.50 AC
8. BUILDING SETBACKS:ALL SIDES: 20 FEET
9. BUILDING SIZE: 4,387 SF (2 BUILDINGS)4,060 SF (2 BUILDINGS)
10. BUILDING HEIGHT: MAX. 3 STORIES
11. PARKING REQUIREMENTS (PER UDO):RESIDENTIAL MULTI-FAMILY (16 DWELLING UNITS W/ 2+ BEDROOMS)REQUIRED: 2 SPACE PER 1 DWELLING UNIT MIN.32 SPACESPROVIDED: 32 SPACES
12. TRAFFIC IMPACT (PER ITE) - BY OTHERS:ITE LAND USE: RESIDENTIAL TOWNHOUSE (230)TRIP GENERATION USE: PER DWELLING UNIT (16 DWELLING UNITS)AM PEAK HOUR TRIPS: 7PM PEAK HOUR TRIPS: 8
13. OPEN SPACE REQUIREMENTS (PER UDO):REQUIRED : 1.50 AC X 20% = 0.30 ACPROVIDED: 0.46 AC (20,193 SF)
14. FEMA FLOOD ZONE: ZONE X (FIRM PANEL 3720313100K)
GENERAL NOTES:
1. SEE SHEET C002 FOR GENERAL NOTES AND LEGEND.2. SEE SHEET C100 FOR EXISTING CONDITIONS AND DEMOLITION PLAN.
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STORMDRAINPLAN
C300
PRE-DEVELOPMENT IMPERVIOUS AREA
BUILDINGS: 0 SF 0.00 AC
PARKING / DRIVES: 0 SF 0.00 AC
SIDEWALKS: 0 SF 0.00 AC
OTHER: 0 SF 0.00 AC
TOTAL:0 SF 0.00 AC
TOTAL PROP. AREA:65,340 SF 1.50 AC
% IMPERVIOUS:0.0 %
POST-DEVELOPMENT IMPERVIOUS AREA
BUILDINGS:16,894 SF 0.39 AC
PARKING / DRIVES:15,509 SF 0.36 AC
SIDEWALKS: 0 SF 0.00 AC
OTHER:1,405 SF 0.03 AC
OFF-SITE 0 SF 0.00 AC
TOTAL:33,808 SF 0.78 AC
TOTAL PROP. AREA:65,340 SF 1.50 AC
% IMPERVIOUS:51.7 %
GENERAL NOTES:
1. SEE SHEET C002 FOR GENERAL NOTES AND LEGEND.2. SEE SHEET C100 FOR EXISTING CONDITIONS AND DEMOLITION PLAN.3. SEE SHEET C200 FOR SITE PLAN.
STORMWATER AND EROSION CONTROL:
1. A NCDEQ STORMWATER AND EROSION CONTROL PERMIT WILL BE REQUIRED FOR THE PROJECT.2. STREAM NAME: TELFAIRS CREEK3. STREAM INDEX: 18-87-31.5-14. RIVER BASIN: CAPE FEAR5. CLASSIFICATION: SC;Sw6. THERE ARE NO KNOW SURFACE WATERS OR WETLANDS WITHIN THE PROJECT BOUNDARY
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MEMORANDUM
To: New Hanover County Technical Review Committee
Date: March 20, 2025
Subject: ASMW Quadruplexes (SUBPP-25-0019)
NCDOT Projects:
• N/A
WMPO 2045 MTP Projects:
• N/A
New Hanover County Projects:
• 2024 Bicycle & Pedestrian Priorities Plan Amendment proposed project: Carolina Beach
Road South 10’ paved multi-use path from Monkey Junction to Snows Cut Bridge.
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) 16 DUs 115 8 9