6-5-2024 TRC Agenda Full1
TECHNICAL REVIEW COMMITTEE AGENDA
June 5th, 2024
New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, June 5, 2024
at 2:00 p.m. to discuss the below items.
PLEASE NOTE:
This meeting will be conducted remotely via teleconference. Interested parties can contact the Planning
and Land Use Department at 910-798-7165 for more information.
Item 1: Sidbury 187 – Major Subdivision Preliminary Plan – SUBPP-24-0004
Request by Corbett Package Industries, Inc., owner, for a 1,751 lot performance residential subdivision.
The site is located in the 6000 block of Sidbury Road and consists of 700.95 acres and is zoned R-15. The
engineer is Rick Moore with McKim & Creed, Inc., (ramoore@mckimcreed.com). The lead case planner is
Amy Doss (adoss@nhcgov.com, 910-798-7571), but given the impact of this project, Wendell Biddle and
Love Ott will be working as a team with Amy on this review.
Item 2: Renewable Natural Gas Facility – Commercial Site Plan – SITECN-24-000014
Request by Archaea Energy for a Renewable Natural Gas Facility. The site is located at 5124 US Hwy 421
N and is zoned I-2. The engineer is Jeff Hart with Civil and Environmental Consultants
(jhart@cecinc.com). The case planner is Love Ott, (lott@nhcgov.com, 910-798-7444).
Item 3: New Hanover County Fire Station – Commercial Site Plan – SITECN-24-000015
Request by New Hanover County Facilities Management for a new Fire Station. The site is 2.22 acres and
is located at 4860 Castle Hayne Road, zoned B-1. The engineer is Jake Glas with Timmons Group
(jake.glas@timmons.com), the case planner is Zach Dickerson (zdickerson@nhcgov.com, 910-798-7450).
Item 4: Laydown Yard – Commercial Site Plan – SITECN-24-000016
Request by William Murrell III with SR&R Environmental, Inc. for a laydown yard. The site is 4.42 acres
and is located on Crowatan Rd (unaddressed) and is zoned I-1. The engineer is Lou Krasuski with Smith
Gardner, Inc. (lou@smithgardnerinc.com), the case planner is Wendell Biddle (wbiddle@nhcgov.com,
910-798-7068)
Item 5: Middle Sound West – Commercial Site Plan – SITECN-24-000017
Request by Robert Hollis of Front 7241 Market St., LLC for a commercial center. The site is 14.73 acres
and is located at 7241 Market St., zoned B-2. The engineer is Brad Schuler with Paramounte Engineering
(bschuler@paramounte-eng.com) , the case planner is Robert Farrell (rfarrell@nhcgov.com, 910-798-
7164)
Sidbury 187 – Major Subdivision – TRC Review
Page | 1
To: Rick Moore with McKim & Creed, Inc. rmoore@mckimcreed.com
From: Amy Doss, Love Ott & Wendell E. Biddle
Development Review Associate Planners
Date: June 5th 2024 TRC Review
PID#: R02700-001-049-000, portion of R01900-002-003-000
Egov# SUBPP-24-0004
Subject: Sidbury 187 – Major Subdivision Site Plan – TRC Review
The following comments have been received for the June 5th, 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, Love Ott & Wendell Biddle 910-798-7571/7444/7068
1. General Comments
a. Please note that prior to final plat of this development or phasing, the HOA Covenants
must be on record with the New Hanover County Register of Deeds.
b. Density is confirmed at 2.5 dwelling units an acre.
c. Please detail Performance setbacks and make a note detailing the minimum distance
between structures.
i. Please note that Performance setback requirements are for lots on the periphery
of the development and require a 20’ rear setback.
d. Total Area- 700.95 Acres
e. Wetlands 124.10 Acres (Preliminary) – Pending USACE permit action.
f. Please mark the location of community mailboxes- refer to UDO Section 6.2.2.
g. Please note that the amenity center/clubhouse is classified as an accessory commercial
use to the subdivision, it will need to come through site plan review separately to show
parking and landscaping. There are comments below that address what will need to be
shown on that site plan when it comes back in for review.
Sidbury 187 – Major Subdivision – TRC Review
Page | 2
2. UDO Section 5.1 Parking and Loading
a. Please detail all parking and loading areas for all community centers, amenities, and or
open space areas.
b. Please indicate the square footage and parking count for the clubhouse.
c. Please detail all traffic calming devices to include gate for Emergency Access Only point
of entry/exit.
d. Please verify if streets will be NCDOT dedicated or private?
e. Please include parking counts.
3. UDO Section 5.2. Traffic, Access, & Connectivity
a. 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 the building permit.
b. Please make note of all sight triangle dimensions.
4. UDO Section 5.3 Tree Retention
a. Please submit a Tree Removal Permit to the COAST permitting portal.
b. Please detail on a site plan the location of all regulated trees to be removed. In a table,
stipulate the species, diameter at breast height (DBH), and regulation type of each tree
to be removed and provide the total sum of regulated DBH removed for mitigation
calculation.
c. For tree retention and credit towards tree mitigation, please detail the species and DBH
of all documented trees to remain on site.
d. Please detail the proposed method of mitigation for the accumulated DBH removed.
e. Noted that the site is undergoing tree survey utilizing the plot sampling methodology.
5. UDO Section 5.4 Landscaping and Buffering
a. Please provide a detailed landscape and buffering plan detailing the requirements in
accordance with UDO Section 5.4.
b. Landscaping is only required for the clubhouse.
6. UDO Section 5.5 Exterior Lighting
a. Is any lighting proposed for the development?
b. Please note that with the latest update to the UDO, a lighting plan is not required at time
of TRC approval. See below excerpt from Section 5.5.3:
i. Information about the exterior lighting for the site that demonstrates compliance
with the standards in this section shall be submitted in conjunction with an
application for site plan approval (Section 10.3.6, Site Plan) or zoning compliance
approval (Section 10.3.8, Zoning Compliance Approval), whichever comes first,
approved no later than at time of construction plan approval.
Sidbury 187 – Major Subdivision – TRC Review
Page | 3
c. When the lighting plan is submitted, please ensure that the foot candles from the
streetlights at the lot lines do not exceed 0.5, as the adjacent land is residential. Please
note that this only applies to adjacent properties, not lots within the subdivision.
7. UDO Section 5.6 Signs
a. Please note that all signs are subject to Section 5.6 of the UDO.
b. Please submit for sign permits prior to installation.
8. UDO Section 5.7 Conservation Resources.
a. New Hanover GIS records indicate a Leon and Pocosin Conservation Overlay on site.
Please delineate on the site plan the aggregate acreage of Leon and Pocosin.
b. Please refer to UDO Section 5.7.3 for Conservation Space General Performance Controls.
c. Please refer to UDO Table 5.7.3.A.5: Worktable for Determining Required Conservation
Space Developable Land.
d. Please note UDO Section 5.7.3.E Methods for Conservation.
9. UDO Section 5.8 Open Space Requirements
a. The required open space for total development is 140.19-acres and a total of 262.31 acres
are proposed.
b. Please detail each section of open space and the corresponding acreage on site plan.
c. Please reference Section 5.8.4 Design Standards regarding accessibility and configuration.
10. UDO Section 6.2
a. Please verify all streets meet the block length requirement in 6.2.2.A.2.b. in the UDO.
b. Submitted plans indicate 88 nodes, however there were 16 additional nodes with a total
of 104 nodes counted. Please refer to street connectivity standards in the UDO Section
6.2.2.1.7.g
c. Section 6.2.2.A.3.a – please detail the any existing or proposed easements.
i. Is the non-municipal easement intended for utilities?
d. Please note that Performance setback requirements are for lots on the periphery of the
development and require a 20’ rear setback only.
NHC Fire Services, Ray Griswold 910-798-7448
1. Please review TRC comments sent via email to Rick Moore
2. Fire hydrant plan required. Need additional fire hydrants/better defined on clear plans.
NHC Engineering, Galen Jamison 910-798-7072
1. SCM access appears to be difficult for several of the proposed ponds. Garages, roadside
landscaping, and lot layout appear to limit access. Please provide private drainage easements to
each SCM with a minimum width of 10’. If the pathway is going over a proposed pipe, it is
Sidbury 187 – Major Subdivision – TRC Review
Page | 4
recommended, the drainage easement be sized in accordance with Section 2.6.4 of the NHC
Stormwater Design Manual.
2. The existing site appears to be in the Prince George and Island Creek watershed. An overall pre
and post drainage area map to each SCM’s outfall is requested to ensure the macro drainage in
the area is reviewed prior to Engineering’s approval for TRC. The overall drainage area map
should also indicated the intended path for overall land relief should the primary outfall become
obstructed.
3. The mapping east of the site appears to be outdated and doesn’t show adequate conveyance to
Island Creek. Therefore, a downstream analysis for adequate conveyance to Island Creek may be
required during permitting. If documentation/mapping/surveying is available, then a
downstream analysis may not be required.
4. A land disturbing and a stormwater permit issued by the County are required for this project.
Please submit the permit applications 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/251/Stormwater and https://www.nhcgov.com/249/Sediment-
Erosion-Control.
5. Please contact the State for their stormwater permit requirements.
NHC Environmental Health, Dustin Fenske 910-798-6732
1. Site Plan reflects connections to public water and sewer.
2. Proposed infrastructure does not violate setbacks to any surrounding wells or septic systems.
3. If site has a community pool(s) then application(s) for this pool must be submitted to NHC
Environmental Health for review and approval.
NHC Addressing, Katherine May 910-798-7443
1. Please label each road with a unique ID.
2. Please submit a list of road names to me for vetting prior to TRC approval.
3. Addresses will be assigned following TRC approval.
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
1. CFPUA TRC Comments provided are primarily 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 available via mainline extension
4. CFPUA sewer will be available through mainline extension and installation of pump station.
5. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains).
Sidbury 187 – Major Subdivision – TRC Review
Page | 5
6. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application
Form and Preliminary Plan, this determination does not guarantee capacity.
7. Capacity is issued on 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 Dress 910-343-3915
1. See attached appendix.
WMPO, Scott James 910-473-5130
1. See attached appendix.
Army Corps of Engineers, Brad Shaver 910-251-4611
1. A jurisdictional determination (JD) has been completed if any impacts into waters of the US a
permit will be required.
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER 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: May 28, 2024
Subject: Sidbury 187_ 6500 Block Sidbury 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 for temporary access has been submitted to NCDOT for
review.
x Permit # D033-065-24-00078.
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).
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:
The following roadway improvements are required per the approved TIA:
US 117 (N College Road) and SR 1318 (Blue Clay Road) (Signalized intersection):
x Phase 1
o Construct an eastbound right turn lane on SR 1318 (Blue Clay Road) with
200 feet of storage, appropriate full width deceleration and taper.
o Extend the existing northbound right turn lane on US 117 (N College
Road) to provide 550 feet of storage, appropriate full width deceleration,
and taper.
o Restripe the northbound left turn lane on US 117 (N College Road) to
provide 100 feet of storage and a two way left turn lane (TWLTL) of 150
feet.
o Provide overlap phasing for eastbound right turn lane and optimize the
signal cycle length and timings.
o Modify the signal plan to accommodate the above improvements.
SR 1336 (Sidbury Road) and SR 2181 (Dairy Farm Road) (Stop-controlled
intersection):
x Phase 1
x Install a traffic signal.
x Restripe the gore area on the eastbound approach to extend the eastbound left turn
storage on SR 1336 (Sidbury Road) to 300 feet and appropriate taper.
SR 1336 (Sidbury Road) and SR 2202 (Edna Buck Road) Sidbury Station Access 2:
x Phase 1
o Install a traffic signal and provide necessary equipment for coordination.
o Restripe the gore area on the eastbound approach to provide an exclusive
eastbound left turn lane on SR 1336 (Sidbury Road) with 50 feet of
storage, appropriate full width deceleration and taper.
SR 1336 (Sidbury Road) and Sidbury Station Access 3 (Stop-controlled intersection):
x Phase 1
o Construct an exclusive northbound right turn lane on Site Access with 100
feet of storage, appropriate full width deceleration and taper.
x Full Build
o Extend the eastbound right turn lane on SR 1336 (Sidbury Road) to
provide 375 feet of storage, appropriate full width deceleration and taper.
o Extend the westbound left turn lane on SR 1336 (Sidbury Road) to provide
100 feet of storage, appropriate full width deceleration and taper.
SR 1336 (Sidbury Road) and Site Access 1 (Proposed stop-controlled intersection):
x Phase 1 (Option 1):
o Install a traffic signal and provide necessary equipment for coordination.
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
o Construct an eastbound right turn lane on SR 1336 (Sidbury Road) with
200 feet of storage, appropriate full width deceleration and taper.
o Construct a westbound left turn lane on SR 1336 (Sidbury Road) with 250
feet of storage, appropriate full width deceleration and taper.
o Construct site access (northbound approach) with an internal protected
stem of 200 feet, measured from the right-of-way line. The approach shall
have one ingress lane and two egress lanes, configured as an exclusive left
turn lane and exclusive right turn lane each with 200 feet of storage.
x Phase 1 (Option 2):
o Construct a single lane roundabout.
o Construct northbound approach (site access) with an internal protected
stem of 200 feet measured from the right-of-way, configured with one
ingress and one egress lane.
o Provide yield control for all approaches.
Refer to the NCDOT Roadway Design Manual for help with the design of any required
roadway improvements.
x Figure 8-10 Recommended Treatment for Turn Lanes (Included).
Site Plan Comments:
If additional right of way is needed along Sidbury Road for the required roadway
improvements this could impact the current design in relation to the required setbacks.
Label the right of way on the plan sheets to show public or private right of way.
x If the proposed development is intended to be public, you will need to go through
the NCDOT Subdivision review process prior to any approvals for site
development.
Include roadway plans that show the required roadway improvements.
x Refer to the pavement marking legend for pavement marking plans (included).
Include the NCDOT Standard Drawings (2024) that are applicable to the development.
Refer to the NCDOT Subdivision Manual for design requirements on the proposed
island.
x Figure 9 Recommended Road Connection with Interior Island (Included).
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.
Mailing Address:
NCDEPARTMENTOFTRANSPORTATION
DISTRICT 3 ENGINEER’S OFFICE
5911 OLEANDER DRIVE, SUITE 101WILMINGTON, NC 28403
04-11-03COURIER
Telephone:910-398-9100
CustomerService:1-877-368-4968
Website:ncdot.gov
Location:
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
x Show and label the stopping sight distance.
o No obstructions shall be placed within the stopping sight distance.
o Reference table 3-1 below for design requirements.
Show and label all gates with distances to the right of way line,
x No gates allowed within 100’ from the r/w line.
Label the radii for the driveway proposed driveway/driveways.
Label the internal protection stem length for the proposed driveway connection.
x Measured from the right-of-way line.
Know what's
PROJECT DATA
NAME OF PROJECT:
SIDBURY 187/ GORE
NEW HANOVER COUNTY, NORTH CAROLINA
OWNER:CORBETT PACKAGE CO. AND CORBETT INDUSTRIES
WILMINGTON, NC, 28402
DEVELOPER:D.R. HORTON
6752 PARKER FARM DR, SUITE 210WILMINGTON, NC 28405
PHONE: (910)515-9561CONTACT: WILL RIDDICK
PREPARED BY:
MCKIM & CREED, INC
243 NORTH FRONT ST
WILMINGTON, NC 28401
PHONE: (910)343-1048FAX: (910)251-8282
CONTACT: RICHARD A. MOORE, PEEMAIL: RAMOORE@MCKIMCREED.COM
COUNTY AND AGENCY CONTACTS
A. New Hanover County Planning
Planning and Land Use
230 Government Center Drive, Suite 110
Wilmington, NC 28403
(910)798-7165
B. New Hanover County Engineering
230 Government Center Drive, Suite 160
Wilmington, NC 28402-1810
(910) 798-7051
C. New Hanover County
Sediment and Erosion Control
230 Government Center Drive, Suite 160
Wilmington, NC 28403
(910) 798-7432
D. Cape Fear Public Utility Authority
235 Government Center Drive
Wilmington, NC 28403
(910) 332-6626
OVERALL SITE PLAN
SCALE: NTSLEGEND AND NOTES1SCALE: 1" = 400'OVERALL SITE PLAN2
0
SCALE 1" = 400'
800400400
NOTES:
WETLAND INFORMATION BASED ON THE DELINEATION PROGRESSSKETCH - WETLANDS FLAGGED AS OF 11.30.18, PREPARED BYLAND MANAGEMENT GROUP.
DUKE ENERGY TO DESIGN, OWN, AND MAINTAIN STREETLIGHTING IN ACCORDANCE WITH THE NEW HANOVER COUNTYSUBDIVISION ORDINANCE, SECTION 52-9.
ALL COMMUNITY OWNED OPEN SPACE AVAILABLE FOR USE ASDRAINAGE AND/OR UTILITY EASEMENTS.
SITE DATA TABLE
GENERAL INFORMATION
PROPERTY OWNER(S):CORBETT PACKAGE CO. & CORBETTINDUSTRIES INC.
PARCEL ID'S:R01900-002-003-000 (PORTION OF) &R02700-001-049-000
CURRENT ZONING:R15
PROPOSED USE: PERFORMANCE RESIDENTIAL
LOT SETBACKS REQUIRED PROPOSED
FRONT YARD 20' 20'
REAR YARD 10' 10'
SIDE YARD 0' 5'
AREA CALCULATIONS
TOTAL PROJECT AREA +/- 700.95 AC
NET DEVELOPABLE AREA +/- 576.85 AC
AREA WITHIN WETLANDS +/- 124.10 AC
ACTIVE OPEN/ RECREATIONAL SPACE 14.45 AC
PASSIVE OPEN SPACE 247.86 AC
TOTAL BUILT-UPON AREA 166.56 AC
AREA BREAKDOWN PER PARCEL
SIDBURY 187 / CASITAS PARCEL 182.10 AC
GORE PARCEL 518.85 AC
MAXIMUM DENSITY 2.5 DU/AC
PROPOSED UNITS 1,751
PROPOSED DENSITY 2.5 DU/AC
PROPOSED UNITS
TYPE COUNT SYMBOL
42' X 120'191
42' X 105-110'67
52' X 120' SINGLE FAM 63
42' X 120' SINGLE FAM 383
60' X 120' SINGLE FAM 422
52' X 120' BFR 101
42' X 120' BFR 82
TOWNHOUSE 120' DEPTH 174
TOWNHOUSE 95' DEPTH 124
DUPLEXES (CASITAS)144
TOTAL UNIT COUNT 1751
BEDROOM COUNT
1 BEDROOM UNIT (CASITAS)46 UNITS
2 BEDROOM UNIT (CASITAS)72 UNITS
3 BEDROOM UNIT (CASITAS)26 UNITS
3 BEDROOM UNITS (SIDBURY/GORE)1607 UNITS
RIGHT OF WAY
PROPOSED MIN. WIDTH 50'
PROPOSED MAX. WIDTH 50'
ACTIVE RECREATION SPACE
DESCRIPTIONS DATEREV.NO.REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-001_SITE_OVERALL.DWG ---- 05/01/2024 16:04:37
C2.4
1" = 400'
N/A --
SIDBURY 187 & GORE PERFORMANCERESIDENTIAL SUBDIVISION
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIALSUBDIVISION
PASSIVE OPEN SPACE
SIDEWALK
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 ŽĨŽŶĞĚŝŐŝƚĂůĐŽƉLJŽĨƚŚĞƉůĂŶƐ along with all
other required documents.
ůůWĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůŚƚƚƉƐ͗ͬͬĐŽŶŶĞĐƚ͘ŶĐĚŽƚ͘ŐŽǀͬƐŝƚĞͬWĞƌŵŝƚƐͬWĂŐĞƐͬĚĞĨĂƵůƚ͘ĂƐƉdž
/ŶƚŚĞŶŽƚŝĨLJĞŵĂŝůƐĞĐƚŝŽŶŽĨƚŚĞƉŽƌƚĂůĂƉƉůŝĐĂƚŝŽŶƉůĞĂƐĞŝŶĐůƵĚĞƚŚĞŝƐƚƌŝĐƚKĨĨŝĐĞĞŵĂŝů;ŝǀϯŝƐƚϯΛŶĐĚŽƚ͘ŐŽǀͿ͘^ĞĞƚŚĞůĂƐƚƉĂŐĞƐĨŽƌĨƵƌƚŚĞƌŝŶƐƚƌƵĐƚŝŽŶ͘
Online resources:
x 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
x NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way:
https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx
x Electronic Forms Database:
https://connect.ncdot.gov/Pages/default.aspx
1)
Ă͘Cover >etter
Include contact information for applicant and engineer, including email address, mailing address, and phone
number. Include ƚŚĞƉĂƌĐĞůŶƵŵďĞƌ;ƐͿ͕description of all phases of the development and future land uses to be
served by the permit,ĂŶĚa description of the adjoining land owned or controlled by the applicant.
ď͘NCDOT Street and Driveway Access Permit Application (form downloadable via link below)
https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc
Đ͘$50.00 /nspection &eeWĞƌĐĐĞƐƐWŽŝŶƚ
Attach to Permit Application form (not applicable for municipalities, churches, and schools)
Ě͘NPDES Stormwater Permit Compliance Certification (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc
Ğ͘Verification of Compliance with Environmental Regulations (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf
Ĩ͘Site 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.
Ő͘ĞƐŝŐŶ PlanZĞƋƵŝƌĞŵĞŶƚƐ ĨŽƌƉƌŽũĞĐƚƐŝŶǀŽůǀŝŶŐƌŽĂĚǁĂLJŝŵƉƌŽǀĞŵĞŶƚƐ
If roadway improvements are required as part of the permit, ƚŚĞŶroadway plans͕ƉĂǀĞŵĞŶƚŵĂƌŬŝŶŐƉůĂŶƐ͕
ƐŝŐŶŝŶŐƉůĂŶƐ͕ĂŶĚƚƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐǁŝůůďĞƌĞƋƵŝƌĞĚͲ^ĞĞ^ĞĐƚŝŽŶϲĨŽƌŵŽƌĞŝŶĨŽƌŵĂƚŝŽŶ
Y N n/a
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 /ŶŝƚŝĂůƌŝǀĞway Application Submittals
WůĞĂƐĞŶŽƚĞƚŚĂƚƚŚĞƐĞĂƌĞƚŚĞŵŝŶŝŵƵŵƌĞƋƵŝƌĞŵĞŶƚƐŽĨĂůůĚƌŝǀĞǁĂLJƉĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐ͘
ůůƌĞƋƵŝƌĞĚĚŽĐƵŵĞŶƚĂƚŝŽŶƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůĂƐW&ĨŝůĞƐ͕ǁŝƚŚƚŚĞĞdžĐĞƉƚŝŽŶŽĨƚŚĞ
WĞƌĨŽƌŵĂŶĐĞĂŶĚ/ŶĚĞŵŶŝƚLJŽŶĚĂŶĚƚŚĞΨϱϬ/ŶƐƉĞĐƚŝŽŶ&ĞĞ;ƐͿ͕ƚŚĞƐĞƐŚŽƵůĚďĞŵĂŝůĞĚŽƌĚĞůŝǀĞƌĞĚƚŽϱϱϬϭ
ĂƌďĂĚŽƐůǀĚ͕ĂƐƚůĞ,ĂLJŶĞ͕EϮϴϰϮϵ͘
If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit͕ƚŚĞƌĞ
ŵĂLJďĞĂĚĚŝƚŝŽŶĂůƐƵďŵŝƚƚĂůŵĂƚĞƌŝĂůƐƌĞƋƵŝƌĞĚ͘
State of North Carolina | Department of Transportation | Division 3 | District 3
%DUEDGRV%OYG,&DVWOH+D\QH, NC 284
Form Updated/20(910) T NCDOT Permit #___________________
Y N n/a
Section 1: Required Documents (continued)
2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL
Ă͘Site Plans
Kne (1) digital copy (PDF) unless otherwise requested bythe District Office. Additional site plan requirement
details can be found in section 2 of this document.
ď͘Performance and Indemnity Bond/ŶĨŽƌŵĂƚŝŽŶͬFormƐ
^ĞĞůĂƐƚƉĂŐĞŽĨĚŽĐƵŵĞŶƚĨŽƌďŽŶĚŝŶĨŽƌŵĂƚŝŽŶĂŶĚĨŽƌŵƐ
Đ͘Performance and Indemnity Bond Amount
100% of ƚŚĞĐŽƐƚŽĨƚŚĞǁŽƌŬwithin NCDOT Zight-of-tay;ZͬtͿ based on ƚŚĞattached estimatedetermined by
ƚŚĞĂƉƉůŝĐĂŶƚΖƐĞŶŐŝŶĞĞƌĂŶĚĂƉƉƌŽǀĞĚďLJƚŚĞDistrict Engineer. ŽŶĚŚŽůĚůĞƚƚĞƌƌĞƋƵŝƌĞĚĨŽƌĨŽƌŵƵŶŝĐŝƉĂůŝƚŝĞƐ͕
ĐŚƵƌĐŚĞƐ͕ĂŶĚƐĐŚŽŽůƐ͘See pages 101-105 in the Policies and ProceduresforAccommodatingUtilities on Highway
Rights of Way for acceptable bond types
Ě͘Radius Encroachment Letter (if applicable)
If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required
Ğ͘Hold Harmless Letter (if applicable)
If the Wermit is within ƚŚĞůŝŵŝƚƐŽĨĂŶ active NCDOT project, a Hold Harmless letter from the NCDOT contractorwill
be required͘/ĨƚŚĞƉƌŽũĞĐƚŝƐŝŶƉƌĞĐŽŶƐƚƌƵĐƚŝŽŶ͕ĐŽŽƌĚŝŶĂƚĞǁŝƚŚƚŚĞĞƉĂƌƚŵĞŶƚΖƐWƌŽũĞĐƚĞǀĞůŽƉŵĞŶƚhŶŝƚ
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
ϭͿ Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown
ϮͿ North arrow, vicinity map, date of plan, and date of most-recent revision if applicable
ϯͿ Contact information of applicant and engineer, including mailing address, phone number, and email address
ϰͿ Show Zͬt lines, highway control of access, and property lines
ϱͿ All existing utilities (including handholes) and easements
ϲͿ Rͬt width
ϳͿ Existing posted speed limit(s) and design speed limit(s)
ϴͿ Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of
the property lines of the proposed development
ϵͿ Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any
other relevant transportation facilities in the development area
ϭϬͿ Include a plan sheet showing full site build-out and land use
ϭϭͿ Buildings shown with “gross leasable area”
ϭϮͿ Width of property frontage
ϭϯͿ Distance from Rͬt to buildings and gasoline service islands
ϭϰͿ Distance from Rͬt to existing/proposed ĚŐĞŽĨWĂǀĞŵĞŶƚ; KWͿ (pages 32 & 34)
ϭϱͿ 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
ϭͿ WƌŽǀŝĚĞĐŽŵƉƌĞŚĞŶƐŝǀĞƐƵƌǀĞLJǁŝƚŚŝŶƚŚĞĞdžŝƐƚŝŶŐZͬtŽŶďŽƚŚƐŝĚĞƐŽĨƚŚĞƌŽĂĚĨŽƌĂĚŝƐƚĂŶĐĞŽĨϱϬϬ͛ŝŶĂůů
ĚŝƌĞĐƚŝŽŶƐĨƌŽŵƚŚĞĚĞǀĞůŽƉŵĞŶƚ͛ƐƉƌŽƉĞƌƚLJůŝŶĞƐ͘WƌŽǀŝĚĞĂĚĚŝƚŝŽŶĂůŚLJĚƌĂƵůŝĐƐƵƌǀĞLJĚĂƚĂƚŽƚŚĞŶĞĂƌĞƐƚƐƚŽƌŵ
ǁĂƚĞƌŝŶůĞƚͬŽƵƚůĞƚŝŶĐůƵĚŝŶŐĚŝƚĐŚůŝŶĞƐĂŶĚƐƚŽƌŵǁĂƚĞƌƉŝƉĞƐ͕ŝĨůŽĐĂƚĞĚŽƵƚƐŝĚĞŽĨƚŚĞϱϬϬΖĚŝƐƚĂŶĐĞ͘
ϮͿ Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways
ϯͿ All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximumͮǁŝƚŚŝƐůĂŶĚ͗ϭϰΖ
ŝŶŐƌĞƐƐ͕ϭϴΖĞŐƌĞƐƐ) (pageƐϱϬΘϳϳ)
ϰͿ ƌŝǀĞǁĂLJWƌŽĨŝůĞͲ/ŶƐŚŽƵůĚĞƌƐĞĐƚŝŽŶƐ͕ŵaintain minimum 2% fall from edge of travel way for required
shoulder width ĚŝƐƚĂŶĐĞWƌŝŵĂƌLJ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌLJ͗ϲ͛ŵŝŶŝŵƵŵ
ϱͿ 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)Ͳ;ƐĞĞĂƚƚĂĐŚĞĚͿ
In shoulder sections, show grades at the KW and centerline
ϲͿ No curbing is allowed within NCDOT RͬW along shoulder sections except as part of a driveway island(page 31)
ϳͿ 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)
ϴͿ Driveway Wrofile (pages 42- 43)
Y N n/a Y N n/a
පප පපප ප
Y N n/a Y N n/a
Y N n/a Y N n/a
Section 3: Driveway Plan Requirements (continued)
ϵͿ Driveway Pavement Cross Section (to be in place from KW to edge of RͬW)
Asphalt: 8” ABC stone and 1.5” S9.5
Concrete: 6” of concrete
ϭϬͿ Driveway Offset (driveway KW to property line; page 75): Minimum: 20’
ϭϭ)Corner Clearance (radius point to radius point; page 52) Minimum: 50’ Desirable: 100’ or DƵŶŝĐŝƉĂů std.
ϭϮͿ Minimum 10’x70’ sight triangles at driveways (measured from and along the Zͬt line) (page 31)
ϭϯͿ Sight Distance (ůength of sight-distance in both directions shown for each driveway; pages 27-29)
ϭϰͿ Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41)
ϭϱͿ Distance between driveways being requested (if applicable; page 51)
ϭϲͿ Minimum internal storage areasǁŝƚŚƐƉĞĐŝĨŝĞĚƋƵĞƵĞƐ (pages 31-33)
ϭϳͿ Minimum protected driveway stem(s) provided and indicated (pages 33-34)
ϭϴͿ Indicate any gated entrances (100’ minimum setback from RͬW required)ͲƚƌĂĨĨŝĐƋƵĞƵŝŶŐƐƚƵĚLJŵĂLJďĞƌĞƋƵŝƌĞĚ
|
Section ϲ: Roadway
Plan Requirements
If off-site improvements are required, roadway plans shall show, at a minimum, the items below
ϭͿ Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway)
ϮͿ 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
x Primary Routes (US & NC) and Secondary Routes with ŶŶƵĂůǀĞƌĂŐĞĂŝůLJdƌĂĨĨŝĐ;AADTͿшϭϬ,000
5͘ϱ” B25.0, 3” I19.0, ϭ͘ϱ” S9.5; any overlay of existing pavement is to be a minimum of 1.5” S9.5
x Secondary Routes with AADT<ϭϬ,000
5͘ϱ” B25.0, ϭ͘ϱ” Sϵ͘ϱ; any overlay of existing pavement is to be a minimum of 1.5” Sϵ͘ϱ
ϯͿ Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary
The grinding of pavement markings will not be allowed
ϰͿ Shoulder Widths (Paved + Unpaved)WƌŝŵĂƌLJ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌLJ͗ϲ͛ŵŝŶŝŵƵŵ
ϱͿ ŝƚĐŚ^ůŽƉĞƐͲĨƌŽŶƚĂŶĚďĂĐŬƐůŽƉĞƐͲŵŝŶŝŵƵŵϯ͗ϭŽƌĨůĂƚƚĞƌ
ϲͿ Indicate existing roadway grade
ϳͿ All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page78)
ϴͿ 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
ϵͿ Pavement markingĂŶĚƐŝŐŶŝŶŐ planƐ ĂƌĞƌĞƋƵŝƌĞĚͲplans must be approved by Division Traffic Services
ϭϬͿ dƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐĂƌĞƌĞƋƵŝƌĞĚͲĞƚĂŝůĞĚƉŚĂƐŝŶŐƉůĂŶƐŵĂLJďĞƌĞƋƵŝƌĞĚďĂƐĞĚŽŶƉƌŽũĞĐƚƚLJƉĞĂŶĚůŽĐĂƚŝŽŶ
ϭϭͿ EĞǁĂŶĚͬŽƌƌĞǀŝƐĞĚƐŝŐŶĂůƉůĂŶƐŵƵƐƚďĞŝŶĐůƵĚĞĚĨŽƌŶĞǁŝŶƐƚĂůůĂƚŝŽŶƐĂŶĚŝĨƐŝŐŶĂůŵŽĚŝĨŝĐĂƚŝŽŶƐĂƌĞƌĞƋƵŝƌĞĚ
ůůsignal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. ATraffic
Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-ϮϮϬϬ.
|
Section ϰ: Drainag e Requirements
All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below
Section ϱ: Internal Circ ulation Requirements
|All internal circulation details shall adhere to, at a minimum, the items listed below
ϭͿ Interior driveway channelization stems
Minimum 100’ from the RKW or at the discretion of the District Engineer
ϮͿ Traffic flow pattern
ϯͿ Traffic control devices
ϰͿ 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
ϭͿ Pipe Cover Minimums (measured from top of pipe to subgrade)
High Density Polyethylene (HDPE): Ϯϰ” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12”
ϮͿ WŝƉĞ ŶĚdƌĞĂƚŵĞŶƚ;ƐĞĞZŽĂĚǁĂLJĞƐŝŐŶDĂŶƵĂůϱͲϮϬ͕ͲϮͿ
WŝƉĞƐчϮϰΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂLJƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞWĂƌĂůůĞůWŝƉĞ ŶĚ^ĞĐƚŝŽŶƐ^ĞĞϯϭϬ͘ϬϮĂŶĚ
ϯϭϬ͘ϬϰŽĨƚŚĞZŽĂĚǁĂLJ^ƚĂŶĚĂƌĚƌĂǁŝŶŐƐĨŽƌĚĞƚĂŝůƐ
WŝƉĞƐхϯϬΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂLJƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞŐƵĂƌĚƌĂŝů
WŝƉĞƐшϯϲΗƌĞƋƵŝƌĞĂŶĞŶĚǁĂůůŽŶƚŚĞŝŶůĞƚĞŶĚ
ϯͿ ůůƉƌŽƉŽƐĞĚƌĂŝŶĂŐĞŝƐƚŽďĞƉƌŽǀŝĚĞĚŝŶƐŝĚĞĞdžŝƐƚŝŶŐZͬt͘KƚŚĞƌǁŝƐĞ͕ĂĚĚŝƚŝŽŶĂůZͬtŽƌĂƉĞƌŵĂŶĞŶƚůLJ
ĚĞĚŝĐĂƚĞĚĚƌĂŝŶĂŐĞĞĂƐĞŵĞŶƚǁŝůůďĞƌĞƋƵŝƌĞĚƚŽĂĐĐŽŵŵŽĚĂƚĞƚŚĞƉƌŽƉŽƐĞĚƉƌŽũĞĐƚĚƌĂŝŶĂŐĞ
ϰͿ All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown
;ƐĞĞ^ĞĐ͘ϯηϭĨŽƌƐƵƌǀĞLJƌĞƋƵŝƌĞŵĞŶƚƐͿ
ϱͿ Provide spot elevations along frontage of driveway (at EKW and centerline)
ϲͿ Provide grades and spot elevations for existing and proposed ditches
ϳͿ Show how drainage will be accommodated along property frontage
(District Engineer may require applicant to provide drainage calculations whĞŶǁĂƌƌĂŶƚĞĚͿ
Roadway Design Manual At Grade INTERSECTIONS
May 2023 Part I General Design Information | 8-22
Figure 8-10 Recommended Treatment for Turn Lanes
Note: Make every attempt possible to use the desirable deceleration length. It can be shortened as needed but shall not be less
than the minimum. Coordinate with NCDOT and get approval on anything less than the desirable deceleration length.
47
((SEE PAAGE 25)
Symbol Description Material Transport Pay Item No.
Linear Length
Adjustment
T1 WHITE EDGELINE (4", 90 MIL) Thermo 4685000000-E 1
T2 WHITE SOLID LANE LINE (4", 90 MIL) Thermo 4685000000-E 1
T3 10 FT. WHITE SKIP (4", 90 MIL) Thermo 4685000000-E .25
T4 3 FT. - 9 FT./SP WHITE MINISKIP (4", 90 MIL) Thermo 4685000000-E .25
T5 2 FT. - 6 FT./SP WHITE MINISKIP (4", 90 MIL) Thermo 4685000000-E .25
T9 WHITE RUMBLE STRIP (4", 240 MIL) Thermo 4687000000-E 1
T10 YELLOW EDGELINE (4", 90 MIL) Thermo 4685000000-E 1
T11 YELLOW SINGLE CENTER (4", 90 MIL) Thermo 4685000000-E 1
T12 10 FT. YELLOW SKIP (4", 90 MIL) Thermo 4685000000-E .25
T13 YELLOW DOUBLE CENTER (4", 90 MIL) Thermo 4685000000-E 2
T14 2 FT. - 6 FT./SP YELLOW MINISKIP (4", 90 MIL) Thermo 4685000000-E .25
T20 WHITE EDGELINE (6", 90 MIL) Thermo 4688000000-E 1
T21 WHITE SOLID LANE LINE (6", 90 MIL) Thermo 4688000000-E 1
T22 10 FT. WHITE SKIP (6", 90 MIL) Thermo 4688000000-E .25
T23 3 FT. - 9 FT./SP WHITE MINISKIP (6", 90 MIL) Thermo 4688000000-E .25
T24 2 FT. - 6 FT./SP WHITE MINISKIP (6", 90 MIL) Thermo 4688000000-E .25
T30 YELLOW EDGELINE (6", 90 MIL) Thermo 4688000000-E 1
T31 YELLOW SINGLE CENTER (6", 90 MIL) Thermo 4688000000-E 1
T32 10 FT. YELLOW SKIP (6", 90 MIL) Thermo 4688000000-E .25
T33 YELLOW DOUBLE CENTER (6", 90 MIL) Thermo 4688000000-E 2
T34 2 FT. - 6 FT./SP YELLOW MINISKIP (6", 90 MIL) Thermo 4688000000-E .25
T40 WHITE GORELINE (8", 90 MIL) Thermo 4695000000-E 1
T41 WHITE DIAGONAL (8", 90 MIL) Thermo 4695000000-E 1
T42 YELLOW DIAGONAL (8", 90 MIL) Thermo 4695000000-E 1
T43 WHITE SOLID LANE LINE (8", 90 MIL) Thermo 4695000000-E 1
T44 3 FT. - 9 FT./SP WHITE MINISKIP (8", 90 MIL) Thermo 4695000000-E .25
T45 3 FT. - 3 FT./SP WHITE MINISKIP (8", 90 MIL) (Roundabouts only) Thermo 4695000000-E .5
T46 WHITE CROSSWALK LINE (8", 90 MIL) Thermo 4695000000-E 1
T50 WHITE GORELINE (12", 90 MIL) Thermo 4700000000-E 1
T51 WHITE DIAGONAL (12", 90 MIL) Thermo 4700000000-E 1
T52 YELLOW DIAGONAL (12", 90 MIL) Thermo 4700000000-E 1
T53 WHITE SOLID LANE LINE (12", 90 MIL) Thermo 4700000000-E 1
T54 3 FT. - 9 FT./SP WHITE MINISKIP (12", 90 MIL) Thermo 4700000000-E .25
T55 3 FT. - 3 FT./SP WHITE MINISKIP (12", 90 MIL) (Roundabouts only) Thermo 4700000000-E .5
T60 WHITE LINE, RR X (16", 90 MIL) Thermo 4891000000-E 1
T61 WHITE STOPBAR (24", 90 MIL) Thermo 4891000000-E 1
T62 WHITE CROSSWALK LINE (24", 90 MIL) Thermo 4891000000-E 1
T70 LEFT TURN ARROW (90 MIL) Thermo 4725000000-E 1
T71 RIGHT TURN ARROW (90 MIL) Thermo 4725000000-E 1
T72 STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1
T73 COMBO. LEFT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1
T74 COMBO. RIGHT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1
T75 COMBO. LEFT/RIGHT ARROW (90 MIL) Thermo 4725000000-E 1
T76 COMBO. LEFT/RIGHT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1
T77 U-TURN ARROW (90 MIL) Thermo 4725000000-E 1
T78 COMBO. LEFT/U-TURN ARROW (90 MIL) Thermo 4725000000-E 1
T79 MERGE ARROW (90 MIL) Thermo 4725000000-E 1
T80 WRONG-WAY RAMP ARROW (90 MIL) Thermo 4725000000-E 1
T81 ELONGATED STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1
THERMOPLASTIC
11/20/2019 Page 1 of 10
T90 BICYCLE SYMBOL, HEATED-IN-PLACE (90 MIL) Thermo 4726110000-E 1
T91 BICYCLE STRAIGHT ARROW, HEATED-IN-PLACE (90 MIL) Thermo 4726110000-E 1
T92 BICYCLE LEFT ARROW, HEATED-IN-PLACE (90 MIL) Thermo 4726110000-E 1
T93 BICYCLE CHARACTER, HEATED-IN-PLACE (120 MIL) Thermo 4726100000-E 1
T94 SHARROW, HEATED-IN-PLACE (90 MIL) Thermo 4726110000-E 1
T95 BICYCLE LOOP DETECTOR, HEATED-IN-PLACE (90 MIL) Thermo 4726110000-E 1
T100 ALPHANUMERIC CHAR. (90 MIL) Thermo 4720000000-E 1
T101 HANDICAP PARKING (90 MIL) Thermo 4725000000-E 1
T102 12" YIELD LINE TRIANGLE (90 MIL) Thermo 4725000000-E 1
T103 24" YIELD LINE TRIANGLE (90 MIL) Thermo 4725000000-E 1
T104 ROUTE SHIELD 6 FT x 15 FT Thermo 4895000000-N 1
T105 ROUTE SHIELD 8 FT x 20 FT Thermo 4895000000-N 1
T110 FISH-HOOK STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1
T111 FISH-HOOK LEFT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1
T112 FISH-HOOK RIGHT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1
T113 FISH-HOOK LEFT/RIGHT ARROW (90 MIL) Thermo 4725000000-E 1
T114 FISH-HOOK LEFT/RIGHT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1
T115 FISH-HOOK W/CIRCLE STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1
T116 FISH-HOOK W/CIRCLE LEFT ARROW (90 MIL) Thermo 4725000000-E 1
T117 FISH-HOOK W/CIRCLE LEFT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1
T118 FISH-HOOK W/CIRCLE LEFT/RIGHT/STRAIGHT ARROW (90 MIL) Thermo 4725000000-E 1
11/20/2019 Page 2 of 10
Symbol Description Material Transport Pay Item No.
Linear Length
Adjustment
H1 WHITE EDGELINE, HRM (4", 90 MIL) Thermo 4890000000-E 1
H2 WHITE SOLID LANE LINE, HRM (4", 90 MIL) Thermo 4890000000-E 1
H3 10 FT. WHITE SKIP, HRM (4", 90 MIL) Thermo 4890000000-E .25
H4 3 FT. - 9 FT./SP WHITE MINISKIP, HRM (4", 90 MIL) Thermo 4890000000-E .25
H5 2 FT. - 6 FT./SP WHITE MINISKIP, HRM (4", 90 MIL) Thermo 4890000000-E .25
H10 YELLOW EDGELINE, HRM (4", 90 MIL) Thermo 4890000000-E 1
H11 YELLOW SINGLE CENTER, HRM (4", 90 MIL) Thermo 4890000000-E 1
H12 10 FT. YELLOW SKIP, HRM (4", 90 MIL) Thermo 4890000000-E .25
H13 YELLOW DOUBLE CENTER, HRM (4", 90 MIL) Thermo 4890000000-E 2
H14 2 FT. - 6 FT./SP YELLOW MINISKIP, HRM (4", 90 MIL) Thermo 4890000000-E .25
H20 WHITE EDGELINE, HRM (6", 90 MIL) Thermo 4890000000-E 1
H21 WHITE SOLID LANE LINE, HRM (6", 120 MIL) Thermo 4890000000-E 1
H22 10 FT. WHITE SKIP, HRM (6", 90 MIL) Thermo 4890000000-E .25
H23 3 FT. - 9 FT./SP WHITE MINISKIP, HRM (6", 90 MIL) Thermo 4890000000-E .25
H24 2 FT. - 6 FT./SP WHITE MINISKI, HRM (6", 90 MIL) Thermo 4890000000-E .25
H30 YELLOW EDGELINE, HRM (6", 90 MIL) Thermo 4890000000-E 1
H31 YELLOW SINGLE CENTER, HRM (6", 90 MIL) Thermo 4890000000-E 1
H32 10 FT. YELLOW SKIP, HRM (6", 90 MIL) Thermo 4890000000-E .25
H33 YELLOW DOUBLE CENTER, HRM (6", 90 MIL) Thermo 4890000000-E 2
H34 2 FT. - 6 FT./SP YELLOW MINISKIP, HRM (6", 90 MIL) Thermo 4890000000-E .25
H40 WHITE GORELINE, HRM (8", 90 MIL) Thermo 4890000000-E 1
H43 WHITE SOLID LANE LINE, HRM (8", 90 MIL) Thermo 4890000000-E 1
H44 3 FT. - 9 FT./SP WHITE MINISKIP, HRM (8", 90 MIL) Thermo 4890000000-E .25
H45 3 FT. - 3 FT./SP WHITE MINISKIP (8", 90 MIL) (Roundabouts only) Thermo 4890000000-E .5
H50 WHITE GORELINE, HRM (12", 90 MIL) Thermo 4890000000-E 1
H53 WHITE SOLID LANE LINE, HRM (12", 90 MIL) Thermo 4890000000-E 1
H54 3 FT. - 9 FT./SP WHITE MINISKIP, HRM (12", 90 MIL) Thermo 4890000000-E .25
H55 3 FT. - 3 FT./SP WHITE MINISKIP (12", 90 MIL) (Roundabouts only) Thermo 4890000000-E .5
THERMOPLASTIC – HIGHLY REFLECTIVE MEDIA
11/20/2019 Page 3 of 10
Symbol Description Material
Transport Pay Item No.
20 mil
Linear Length
Adjustment
V1 WHITE EDGELINE (4", 20 MIL) Polyurea 4847010000-E 1
V2 WHITE SOLID LANE LINE (4", 20 MIL) Polyurea 4847010000-E 1
V3 10 FT. WHITE SKIP (4", 20 MIL) Polyurea 4847010000-E .25
V4 3 FT. - 9 FT./SP WHITE MINISKIP (4", 20 MIL) Polyurea 4847010000-E .25
V5 2 FT. - 6 FT./SP WHITE MINISKIP (4", 20 MIL) Polyurea 4847010000-E .25
V10 YELLOW EDGELINE (4", 20 MIL) Polyurea 4847010000-E 1
V11 YELLOW SINGLE CENTER (4", 20 MIL) Polyurea 4847010000-E 1
V12 10 FT. YELLOW SKIP (4", 20 MIL) Polyurea 4847010000-E .25
V13 YELLOW DOUBLE CENTER (4", 20 MIL) Polyurea 4847010000-E 2
V14 2 FT. - 6 FT./SP YELLOW MINISKIP (4", 20 MIL) Polyurea 4847010000-E .25
V20 WHITE EDGELINE (6", 20 MIL) Polyurea 4847030000-E 1
V21 WHITE SOLID LANE LINE (6", 20 MIL) Polyurea 4847030000-E 1
V22 10 FT. WHITE SKIP (6", 20 MIL) Polyurea 4847030000-E .25
V23 3 FT. - 9 FT./SP WHITE MINISKIP (6", 20 MIL) Polyurea 4847030000-E .25
V24 2 FT. - 6 FT./SP WHITE MINISKIP (6", 20 MIL) Polyurea 4847030000-E .25
V30 YELLOW EDGELINE (6", 20 MIL) Polyurea 4847030000-E 1
V31 YELLOW SINGLE CENTER (6", 20 MIL) Polyurea 4847030000-E 1
V32 10 FT. YELLOW SKIP (6", 20 MIL) Polyurea 4847030000-E .25
V33 YELLOW DOUBLE CENTER (6", 20 MIL) Polyurea 4847030000-E 2
V34 2 FT. - 6 FT./SP YELLOW MINISKIP (6", 20 MIL) Polyurea 4847030000-E .25
V40 WHITE GORELINE (8", 20 MIL)Polyurea 4847050000-E 1
V43 WHITE SOLID LANE LINE (8", 20 MIL) Polyurea 4847050000-E 1
V44 3 FT. - 9 FT./SP WHITE MINISKIP (8", 20 MIL) Polyurea 4847050000-E .25
V45 3 FT. - 3 FT./SP WHITE MINISKIP (8", 20 MIL) (Roundabouts only) Polyurea 4847050000-E .5
V50 WHITE GORELINE (12", 20 MIL) Polyurea 4847070000-E 1
V53 WHITE SOLID LANE LINE (12", 20 MIL) Polyurea 4847070000-E 1
V54 3 FT. - 9 FT./SP WHITE MINISKIP (12", 20 MIL) Polyurea 4847070000-E .25
V55 3 FT. - 3 FT./SP WHITE MINISKIP (12", 20 MIL) (Roundabouts only) Polyurea 4847070000-E .5
POLYUREA, 20 MIL
11/20/2019 Page 4 of 10
Symbol Description Material Transport Pay Item No.
Linear Length
Adjustment
W1 WHITE EDGELINE (4", 30 MIL) Polyurea 4847020000-E 1
W2 WHITE SOLID LANE LINE (4", 30 MIL) Polyurea 4847020000-E 1
W3 10 FT. WHITE SKIP (4", 30 MIL) Polyurea 4847020000-E .25
W4 3 FT. - 9 FT./SP WHITE MINISKIP (4", 30 MIL) Polyurea 4847020000-E .25
W5 2 FT. - 6 FT./SP WHITE MINISKIP (4", 30 MIL) Polyurea 4847020000-E .25
W10 YELLOW EDGELINE (4", 30 MIL) Polyurea 4847020000-E 1
W11 YELLOW SINGLE CENTER (4", 30 MIL) Polyurea 4847020000-E 1
W12 10 FT. YELLOW SKIP (4", 30 MIL) Polyurea 4847020000-E .25
W13 YELLOW DOUBLE CENTER (4", 30 MIL) Polyurea 4847020000-E 2
W14 2 FT. - 6 FT./SP YELLOW MINISKIP (4", 30 MIL) Polyurea 4847020000-E .25
W20 WHITE EDGELINE (6", 30 MIL) Polyurea 4847040000-E 1
W21 WHITE SOLID LANE LINE (6", 30 MIL) Polyurea 4847040000-E 1
W22 10 FT. WHITE SKIP (6", 30 MIL) Polyurea 4847040000-E .25
W23 3 FT. - 9 FT./SP WHITE MINISKIP (6", 30 MIL) Polyurea 4847040000-E .25
W24 2 FT. - 6 FT./SP WHITE MINISKIP (6", 30 MIL) Polyurea 4847040000-E .25
W30 YELLOW EDGELINE (6", 30 MIL) Polyurea 4847040000-E 1
W31 YELLOW SINGLE CENTER (6", 30 MIL) Polyurea 4847040000-E 1
W32 10 FT. YELLOW SKIP (6", 30 MIL) Polyurea 4847040000-E .25
W33 YELLOW DOUBLE CENTER (6", 30 MIL) Polyurea 4847040000-E 2
W34 2 FT. - 6 FT./SP YELLOW MINISKIP (6", 30 MIL) Polyurea 4847040000-E .25
W40 WHITE GORELINE (8", 30 MIL) Polyurea 4847060000-E 1
W43 WHITE SOLID LANE LINE (8", 30 MIL) Polyurea 4847060000-E 1
W44 3 FT. - 9 FT./SP WHITE MINISKIP (8", 30 MIL) Polyurea 4847060000-E .25
V45 3 FT. - 3 FT./SP WHITE MINISKIP (8", 30 MIL) (Roundabouts only) Polyurea 4847060000-E .5
W50 WHITE GORELINE (12", 30 MIL) Polyurea 4847080000-E 1
W53 WHITE SOLID LANE LINE (12", 30 MIL) Polyurea 4847080000-E 1
W54 3 FT. - 9 FT./SP WHITE MINISKIP (12", 30 MIL) Polyurea 4847080000-E .25
W55 3 FT. - 3 FT./SP WHITE MINISKIP (12", 30 MIL) (Roundabouts only) Polyurea 4847080000-E .5
POLYUREA, 30 MIL
11/20/2019 Page 5 of 10
Symbol Description Material Transport Pay Item No.
Linear Length
Adjustment
P1 WHITE EDGELINE (4") Paint 4810000000-E 1
P2 WHITE SOLID LANE LINE (4") Paint 4810000000-E 1
P3 10 FT. WHITE SKIP (4") Paint 4810000000-E .25
P4 3 FT. - 9 FT./SP WHITE MINISKIP (4") Paint 4810000000-E .25
P5 2 FT. - 6 FT./SP WHITE MINISKIP (4") Paint 4810000000-E .25
P10 YELLOW EDGELINE (4") Paint 4810000000-E 1
P11 YELLOW SINGLE CENTER (4") Paint 4810000000-E 1
P12 10 FT. YELLOW SKIP (4") Paint 4810000000-E .25
P13 YELLOW DOUBLE CENTER (4") Paint 4810000000-E 2
P14 2 FT. - 6 FT./SP YELLOW MINISKIP (4") Paint 4810000000-E .25
P20 WHITE EDGELINE (6") Paint 4815000000-E 1
P21 WHITE SOLID LANE LINE (6") Paint 4815000000-E 1
P22 10 FT. WHITE SKIP (6") Paint 4815000000-E .25
P23 3 FT. - 9 FT./SP WHITE MINISKIP (6") Paint 4815000000-E .25
P24 2 FT. - 6 FT./SP WHITE MINISKIP (6") Paint 4815000000-E .25
P30 YELLOW EDGELINE (6") Paint 4815000000-E 1
P31 YELLOW SINGLE CENTER (6") Paint 4815000000-E 1
P32 10 FT. YELLOW SKIP (6") Paint 4815000000-E .25
P33 YELLOW DOUBLE CENTER (6") Paint 4815000000-E 2
P34 2 FT. - 6 FT./SP YELLOW MINISKIP (6") Paint 4815000000-E .25
P40 WHITE GORELINE (8") Paint 4820000000-E 1
P41 WHITE DIAGONAL (8") Paint 4820000000-E 1
P42 YELLOW DIAGONAL (8") Paint 4820000000-E 1
P43 WHITE SOLID LANE LINE (8") Paint 4820000000-E 1
P44 3 FT. - 9 FT./SP WHITE MINISKIP (8") Paint 4820000000-E .25
P45 3 FT. - 3 FT./SP WHITE MINISKIP (8") (Roundabouts only) Paint 4820000000-E .5
P46 WHITE CROSSWALK LINE (8") Paint 4820000000-E 1
P50 WHITE GORELINE (12") Paint 4825000000-E 1
P51 WHITE DIAGONAL (12") Paint 4825000000-E 1
P52 YELLOW DIAGONAL (12") Paint 4825000000-E 1
P53 WHITE SOLID LANE LINE (12") Paint 4825000000-E 1
P54 3 FT. - 9 FT./SP WHITE MINISKIP (12") Paint 4825000000-E .25
P55 3 FT. - 3 FT./SP WHITE MINISKIP (12") (Roundabouts only) Paint 4825000000-E .5
P60 WHITE LINE, RR X (16") Paint 4830000000-E 1
P61 WHITE STOPBAR (24") Paint 4835000000-E 1
P62 WHITE CROSSWALK LINE (24") Paint 4835000000-E 1
P70 LEFT TURN ARROW Paint 4845000000-E 1
P71 RIGHT TURN ARROW Paint 4845000000-E 1
P72 STRAIGHT ARROW Paint 4845000000-E 1
P73 COMBO. LEFT/STRAIGHT ARROW Paint 4845000000-E 1
P74 COMBO. RIGHT/STRAIGHT ARROW Paint 4845000000-E 1
P75 COMBO. LEFT/RIGHT ARROW Paint 4845000000-E 1
P76 COMBO. LEFT/RIGHT/STRAIGHT ARROW Paint 4845000000-E 1
P77 U-TURN ARROW Paint 4845000000-E 1
P78 COMBO. LEFT/U-TURN ARROW Paint 4845000000-E 1
P79 MERGE ARROW Paint 4845000000-E 1
P80 WRONG-WAY RAMP ARROW Paint 4845000000-E 1
P81 ELONGATED STRAIGHT ARROW Paint 4845000000-E 1
P90 BICYCLE SYMBOL Paint 4845000000-E 1
P91 BICYCLE STRAIGHT ARROW Paint 4845000000-E 1
P92 BICYCLE LEFT ARROW Paint 4845000000-E 1
P93 BICYCLE CHARACTER Paint 4840000000-E 1
P94 SHARROW Paint 4845000000-E 1
P95 BICYCLE LOOP DETECTOR Paint 4845000000-E 1
PAINT
11/20/2019 Page 6 of 10
P100 ALPHANUMERIC CHARACTER Paint 4840000000-E 1
P101 HANDICAP PARKING Paint 4845000000-E 1
P102 12" YIELD LINE TRIANGLE Paint 4845000000-E 1
P103 24" YIELD LINE TRIANGLE Paint 4845000000-E 1
P110 FISH-HOOK STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1
P111 FISH-HOOK LEFT/STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1
P112 FISH-HOOK RIGHT/STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1
P113 FISH-HOOK LEFT/RIGHT ARROW (90 MIL) Paint 4845000000-E 1
P114 FISH-HOOK LEFT/RIGHT/STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1
P115 FISH-HOOK W/CIRCLE STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1
P116 FISH-HOOK W/CIRCLE LEFT ARROW (90 MIL) Paint 4845000000-E 1
P117 FISH-HOOK W/CIRCLE LEFT/STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1
P118 FISH-HOOK W/CIRCLE LEFT/RIGHT/STRAIGHT ARROW (90 MIL) Paint 4845000000-E 1
11/20/2019 Page 7 of 10
Symbol Description Material Transport Pay Item No.
Linear Length
Adjustment
C1 WHITE EDGELINE (4") CAP 4770000000-E 1
C2 WHITE SOLID LANE LINE (4") CAP 4770000000-E 1
C3 10 FT. WHITE SKIP (4") CAP 4770000000-E .25
C4 3 FT. - 9 FT./SP WHITE MINISKIP (4") CAP 4770000000-E .25
C5 2 FT. - 6 FT./SP WHITE MINISKIP (4") CAP 4770000000-E .25
C10 YELLOW EDGELINE (4") CAP 4770000000-E 1
C11 YELLOW SINGLE CENTER (4") CAP 4770000000-E 1
C12 10 FT. YELLOW SKIP (4") CAP 4770000000-E .25
C13 YELLOW DOUBLE CENTER (4") CAP 4770000000-E 2
C14 2 FT. - 6 FT./SP YELLOW MINISKIP (4") CAP 4770000000-E .25
C20 WHITE EDGELINE (6") CAP 4775000000-E 1
C21 WHITE SOLID LANE LINE (6") CAP 4775000000-E 1
C22 10 FT. WHITE SKIP (6") CAP 4775000000-E .25
C23 3 FT. - 9 FT./SP WHITE MINISKIP (6") CAP 4775000000-E .25
C24 2 FT. - 6 FT./SP WHITE MINISKIP (6") CAP 4775000000-E .25
C30 YELLOW EDGELINE (6") CAP 4775000000-E 1
C31 YELLOW SINGLE CENTER (6") CAP 4775000000-E 1
C32 10 FT. YELLOW SKIP (6") CAP 4775000000-E .25
C33 YELLOW DOUBLE CENTER (6") CAP 4775000000-E 2
C34 2 FT. - 6 FT./SP YELLOW MINISKIP (6") CAP 4775000000-E .25
C40 WHITE GORELINE (8") CAP 4780000000-E 1
C41 WHITE DIAGONAL (8") CAP 4780000000-E 1
C42 YELLOW DIAGONAL (8") CAP 4780000000-E 1
C43 WHITE SOLID LANE LINE (8") CAP 4780000000-E 1
C44 3 FT. - 9 FT./SP WHITE MINISKIP (8") CAP 4780000000-E .25
C45 3 FT. - 3 FT./SP WHITE MINISKIP (8") (Roundabouts only) CAP 4780000000-E .5
C46 WHITE CROSSWALK LINE (8") CAP 4780000000-E 1
C50 WHITE GORELINE (12") CAP 4785000000-E 1
C51 WHITE DIAGONAL (12") CAP 4785000000-E 1
C52 YELLOW DIAGONAL (12") CAP 4785000000-E 1
C53 WHITE SOLID LANE LINE (12") CAP 4785000000-E 1
C54 3 FT. - 9 FT./SP WHITE MINISKIP (12") CAP 4785000000-E .25
C55 3 FT. - 3 FT./SP WHITE MINISKIP (12") (Roundabouts only) CAP 4785000000-E .5
C60 WHITE LINE, RR X (16") CAP 4790000000-E 1
C61 WHITE STOPBAR (24") CAP 4795000000-E 1
C62 WHITE CROSSWALK LINE (24") CAP 4795000000-E 1
C70 LEFT TURN ARROW CAP 4805000000-E 1
C71 RIGHT TURN ARROW CAP 4805000000-E 1
C72 STRAIGHT ARROW CAP 4805000000-E 1
C73 COMBO. LEFT/STRAIGHT ARROW CAP 4805000000-E 1
C74 COMBO. RIGHT/STRAIGHT ARROW CAP 4805000000-E 1
C75 COMBO. LEFT/RIGHT ARROW CAP 4805000000-E 1
C76 COMBO. LEFT/RIGHT/STRAIGHT ARROW CAP 4805000000-E 1
C77 U-TURN ARROW CAP 4805000000-E 1
C78 COMBO. LEFT/U-TURN ARROW CAP 4805000000-E 1
C79 MERGE ARROW CAP 4805000000-E 1
C80 WRONG-WAY RAMP ARROW CAP 4805000000-E 1
C81 ELONGATED STRAIGHT ARROW CAP 4805000000-E 1
C90 BICYCLE SYMBOL CAP 4805000000-E 1
C91 BICYCLE STRAIGHT ARROW CAP 4805000000-E 1
C92 BICYCLE LEFT ARROW CAP 4805000000-E 1
C93 BICYCLE CHARACTER CAP 4800000000-E 1
C94 SHARROW CAP 4805000000-E 1
C95 BICYCLE LOOP DETECTOR CAP 4805000000-E 1
COLD APPLIED PLASTIC
11/20/2019 Page 8 of 10
C100 ALPHANUMERIC CHARACTER CAP 4800000000-E 1
C101 HANDICAP PARKING CAP 4805000000-E 1
C102 12" YIELD LINE TRIANGLE CAP 4805000000-E 1
C103 24" YIELD LINE TRIANGLE CAP 4805000000-E 1
C110 FISH-HOOK STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1
C111 FISH-HOOK LEFT/STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1
C112 FISH-HOOK RIGHT/STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1
C113 FISH-HOOK LEFT/RIGHT ARROW (90 MIL) CAP 4805000000-E 1
C114 FISH-HOOK LEFT/RIGHT/STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1
C115 FISH-HOOK W/CIRCLE STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1
C116 FISH-HOOK W/CIRCLE LEFT ARROW (90 MIL) CAP 4805000000-E 1
C117 FISH-HOOK W/CIRCLE LEFT/STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1
C118 FISH-HOOK W/CIRCLE LEFT/RIGHT/STRAIGHT ARROW (90 MIL) CAP 4805000000-E 1
11/20/2019 Page 9 of 10
PAVEMENT MARKERS
Symbol Description Color Transport Pay Item No.
MA PERMANENT RAISED MARKER Yellow & Yellow 4900000000-N
MB PERMANENT RAISED MARKER Crystal & Red 4900000000-N
MC PERMANENT RAISED MARKER Yellow & Red 4900000000-N
MD PERMANENT RAISED MARKER Yellow 4900000000-N
ME SNOWPLOWABLE MARKER Yellow & Yellow 4905000000-N
MF SNOWPLOWABLE MARKER Crystal & Red 4905000000-N
MG SNOWPLOWABLE MARKER Yellow & Red 4905000000-N
ML PERMANENT RAISED MARKER Crystal & Crystal 4900000000-N
MO SNOWPLOWABLE MARKER Crystal & Crystal 4905000000-N
11/20/2019 Page 10 of 10
May 7, 2024
Mr. AJ Anastopoulo, PE
DAVENPORT
5917 Oleander Drive, Suite 206
Wilmington, NC 28403
RE: Approval with conditions of the Traffic Impact Analysis (TIA) associated with the proposed
Sidbury 187 (Gore Tract) residential development in New Hanover County, NC.
Dear Mr. Anastopoulo:
The WMPO, NCDOT and New Hanover County staffs have reviewed the Sidbury 187 TIA (sealed April
08, 2024) and based on the information provided and conversations held to date, it is our understanding that
the proposed development will be built out in three (3) phases and consists of the following land uses:
Phase 1 (build year 2029):
o ITE Land Use Code 210 –324 Single Family detached housing
o ITE Land Use Code 215 –144 Townhomes
Phase 2 (build year 2030):
o ITE Land Use Code 210 – 601 Single Family detached housing
o ITE Land Use Code 215 –268 Townhomes
Full Build (build year 2032):
o ITE Land Use Code 210 – 1312 Single Family detached housing
o ITE Land Use Code 215 – 442 Townhomes
Based upon the review of the analysis provided, the following improvements are required of this development:
Approval with conditions of Sidbury 187 Village Traffic Impact Analysis (New Hanover County)
Page 2 of 4
US 117 (N College Road) and SR 1318 (Blue Clay Road) (Signalized intersection)
Phase 1
x Construct an eastbound right turn lane on SR 1318 (Blue Clay Road) with 200 feet of storage,
appropriate full width deceleration and taper.
x Extend the existing northbound right turn lane on US 117 (N College Road) to provide 550 feet of
storage, appropriate full width deceleration, and taper.
x Restripe the northbound left turn lane on US 117 (N College Road) to provide 100 feet of storage and
a two way left turn lane (TWLTL) of 150 feet.
x Provide overlap phasing for eastbound right turn lane and optimize the signal cycle length and
timings.
x Modify the signal plan to accommodate the above improvements.
Phase 2 & Full Build
x No additional improvements are required.
SR 1318 (Blue Clay Road) and SR 1336 (Sidbury Road) (Stop-controlled intersection)
Phase 1, Phase 2 & Full Build
x No improvements are required.
SR 1336 (Sidbury Road) and SR 2181 (Dairy Farm Road) (Stop-controlled intersection)
Phase 1
x Install a traffic signal.
x Restripe the gore area on the eastbound approach to extend the eastbound left turn storage on SR
1336 (Sidbury Road) to 300 feet and appropriate taper.
Phase 2 & Full Build
x No additional improvements are required.
SR 1336 (Sidbury Road) and Buck Drive/Sidbury Station Access 1
Phase 1, Phase 2 & Full Build
x No improvements are required.
SR 1336 (Sidbury Road) and SR 2202 (Edna Buck Road)/Sidbury Station Access 2
Phase 1
x Install a traffic signal and provide necessary equipment for coordination.
x Restripe the gore area on the eastbound approach to provide an exclusive eastbound left turn lane on
SR 1336 (Sidbury Road) with 50 feet of storage, appropriate full width deceleration and taper.
Phase 2 & Full Build
x No additional improvements are required.
Approval with conditions of Sidbury 187 Village Traffic Impact Analysis (New Hanover County)
Page 3 of 4
SR 1336 (Sidbury Road) and Sidbury Station Access 3 (Stop-controlled intersection)
Phase 1
x Construct an exclusive northbound right turn lane on Site Access with 100 feet of storage, appropriate
full width deceleration and taper.
Phase 2
x No improvements are required.
Full Build
x Extend the eastbound right turn lane on SR 1336 (Sidbury Road) to provide 375 feet of storage,
appropriate full width deceleration and taper.
x Extend the westbound left turn lane on SR 1336 (Sidbury Road) to provide 100 feet of storage,
appropriate full width deceleration and taper.
US 17 and SR 1336 (Sidbury Road) (Signalized intersection)
Phase 1, Phase 2 & Full Build
x No improvements are required.
SR 1336 (Sidbury Road) and Site Access 1 (Proposed stop-controlled intersection)
Phase 1
Option 1
x Install a traffic signal and provide necessary equipment for coordination.
x Construct an eastbound right turn lane on SR 1336 (Sidbury Road) with 200 feet of storage,
appropriate full width deceleration and taper.
x Construct a westbound left turn lane on SR 1336 (Sidbury Road) with 250 feet of storage, appropriate
full width deceleration and taper.
x Construct site access (northbound approach) with an internal protected stem of 200 feet, measured
from the right-of-way line. The approach shall have one ingress lane and two egress lanes, configured
as an exclusive left turn lane and exclusive right turn lane each with 200 feet of storage.
Option 2
x Construct a single lane roundabout.
x Construct northbound approach (site access) with an internal protected stem of 200 feet measured
from the right-of-way, configured with one ingress and one egress lane.
x Provide yield control for all approaches.
Phase 2 & Full Build
x No additional improvements are required.
Legend
Black - Existing Infrastructure
Blue - Phase 1 Required Infrastructure
Green - Phase 2 Required Infrastructure
Purple - Full Build Required Infrastructure
Red - Committed improvement
-Stop Control
-Signal
- Roundabout
1. Provide overlap phasing for eastbound right turn lane and
optimize the signal cycle length and
timings.
2. Modify the signal plan to
accommodate the above
improvements.
Blue Clay
Road
55
0
'
300'
10
0
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US
1
1
7
US
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7
Da
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F
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m
Ro
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d
1. Install a traffic signal.
2. Restripe the gore area on the
eastbound approach to extend
the eastbound left turn storage
to 300 feet and appropriate
taper.
Bu
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Ac
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2
1. Install a traffic signal and
provide necessary equipment for
coordination.
2. Restripe the gore area on the
eastbound approach to provide an
exclusive eastbound left turn lane
on Sidbury Road with 50 feet of
storage, appropriate full width
deceleration and taper.
Si
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1
50'375'
100'
10
0
'
250'
20
0
'
20
0
'
200'
Option 1
1. Install a traffic signal and provide necessary
equipment for coordination
Option 2
1. Construct a single lane roundabout.
2. Construct northbound approach (site access)
with an internal protected stem of 200 feet
measured from the right-of-way, configured
with one ingress and one egress lane.
3. Provide yield control for all approaches.
Si
t
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Sidbury
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Sidbury
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Attachment - Required Improvements for
Sidbury 187 TIA
May 7, 2024
Mr. AJ Anastopoulo, PE
DAVENPORT
5917 Oleander Drive, Suite 206
Wilmington, NC 28403
RE: Approval with conditions of the Traffic Impact Analysis (TIA) associated with the proposed
Sidbury 187 (Gore Tract) residential development in New Hanover County, NC.
Dear Mr. Anastopoulo:
The WMPO, NCDOT and New Hanover County staffs have reviewed the Sidbury 187 TIA (sealed April
08, 2024) and based on the information provided and conversations held to date, it is our understanding that
the proposed development will be built out in three (3) phases and consists of the following land uses:
Phase 1 (build year 2029):
o ITE Land Use Code 210 –324 Single Family detached housing
o ITE Land Use Code 215 –144 Townhomes
Phase 2 (build year 2030):
o ITE Land Use Code 210 – 601 Single Family detached housing
o ITE Land Use Code 215 –268 Townhomes
Full Build (build year 2032):
o ITE Land Use Code 210 – 1312 Single Family detached housing
o ITE Land Use Code 215 – 442 Townhomes
Based upon the review of the analysis provided, the following improvements are required of this development:
Approval with conditions of Sidbury 187 Village Traffic Impact Analysis (New Hanover County)
Page 2 of 4
US 117 (N College Road) and SR 1318 (Blue Clay Road) (Signalized intersection) Phase 1
• Construct an eastbound right turn lane on SR 1318 (Blue Clay Road) with 200 feet of storage, appropriate full width deceleration and taper.
• Extend the existing northbound right turn lane on US 117 (N College Road) to provide 550 feet of storage, appropriate full width deceleration, and taper.
• Restripe the northbound left turn lane on US 117 (N College Road) to provide 100 feet of storage and a two way left turn lane (TWLTL) of 150 feet.
• Provide overlap phasing for eastbound right turn lane and optimize the signal cycle length and timings.
• Modify the signal plan to accommodate the above improvements. Phase 2 & Full Build
• No additional improvements are required. SR 1318 (Blue Clay Road) and SR 1336 (Sidbury Road) (Stop-controlled intersection) Phase 1, Phase 2 & Full Build
• No improvements are required. SR 1336 (Sidbury Road) and SR 2181 (Dairy Farm Road) (Stop-controlled intersection) Phase 1
• Install a traffic signal.
• Restripe the gore area on the eastbound approach to extend the eastbound left turn storage on SR 1336 (Sidbury Road) to 300 feet and appropriate taper. Phase 2 & Full Build
• No additional improvements are required. SR 1336 (Sidbury Road) and Buck Drive/Sidbury Station Access 1 Phase 1, Phase 2 & Full Build
• No improvements are required. SR 1336 (Sidbury Road) and SR 2202 (Edna Buck Road)/Sidbury Station Access 2 Phase 1
• Install a traffic signal and provide necessary equipment for coordination.
• Restripe the gore area on the eastbound approach to provide an exclusive eastbound left turn lane on SR 1336 (Sidbury Road) with 50 feet of storage, appropriate full width deceleration and taper. Phase 2 & Full Build
• No additional improvements are required.
Approval with conditions of Sidbury 187 Village Traffic Impact Analysis (New Hanover County)
Page 3 of 4
SR 1336 (Sidbury Road) and Sidbury Station Access 3 (Stop-controlled intersection) Phase 1
• Construct an exclusive northbound right turn lane on Site Access with 100 feet of storage, appropriate full width deceleration and taper. Phase 2
• No improvements are required. Full Build
• Extend the eastbound right turn lane on SR 1336 (Sidbury Road) to provide 375 feet of storage, appropriate full width deceleration and taper.
• Extend the westbound left turn lane on SR 1336 (Sidbury Road) to provide 100 feet of storage, appropriate full width deceleration and taper.
US 17 and SR 1336 (Sidbury Road) (Signalized intersection) Phase 1, Phase 2 & Full Build
• No improvements are required. SR 1336 (Sidbury Road) and Site Access 1 (Proposed stop-controlled intersection) Phase 1 Option 1
• Install a traffic signal and provide necessary equipment for coordination.
• Construct an eastbound right turn lane on SR 1336 (Sidbury Road) with 200 feet of storage, appropriate full width deceleration and taper.
• Construct a westbound left turn lane on SR 1336 (Sidbury Road) with 250 feet of storage, appropriate full width deceleration and taper.
• Construct site access (northbound approach) with an internal protected stem of 200 feet, measured from the right-of-way line. The approach shall have one ingress lane and two egress lanes, configured as an exclusive left turn lane and exclusive right turn lane each with 200 feet of storage. Option 2
• Construct a single lane roundabout.
• Construct northbound approach (site access) with an internal protected stem of 200 feet measured from the right-of-way, configured with one ingress and one egress lane.
• Provide yield control for all approaches. Phase 2 & Full Build
• No additional improvements are required.
Legend
Black - Existing Infrastructure
Blue - Phase 1 Required InfrastructureGreen - Phase 2 Required Infrastructure
Purple - Full Build Required Infrastructure
Red - Committed improvement
- Stop Control
- Signal
- Roundabout
1. Provide overlap phasing for eastbound right turn lane and
optimize the signal cycle length and
timings.
2. Modify the signal plan to
accommodate the above
improvements.
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Road
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2. Restripe the gore area on the
eastbound approach to extend
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to 300 feet and appropriate
taper.
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1. Install a traffic signal and
provide necessary equipment for
coordination.
2. Restripe the gore area on the
eastbound approach to provide an
exclusive eastbound left turn lane
on Sidbury Road with 50 feet of
storage, appropriate full width
deceleration and taper.
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100'
10
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250'
20
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Option 1
1. Install a traffic signal and provide necessary
equipment for coordination
Option 2
1. Construct a single lane roundabout.
2. Construct northbound approach (site access)
with an internal protected stem of 200 feet
measured from the right-of-way, configured
with one ingress and one egress lane.
3. Provide yield control for all approaches.
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Renewable Natural Gas Facility – 5124 US HWY 421 N – TRC Review
Page | 1
To: Jeff Hart with Civil and Environmental Consultants jhart@cecinc.com
From: Love Ott – Development Review Planner
Date: June 5th TRC Review
PID#: R02300-001-017-000
Egov# SITECN-24-000014
Subject: 5124 US HWY 421 N – Renewable Natural Gas Facility – Commercial Site Plan
The following comments have been received for the June 5th, 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, Love Ott 910-798-7444
1. General Comments
a. Per the Zoning Consistency Determination Letter issued on November 15, 2023 the
proposed use of the site is “Utility Lines, Structures, and/or Facilities, General”. This use
is compatible with the intent of this I-2 zoning.
2. UDO Section 5.1, Parking and Off Street Loading
a. Parking is sufficient.
b. Required 1.4 spaces, provided 4 spaces.
3. UDO Section 5.2, Traffic, Access and Connectivity
a. Any access questions, please refer to NCDOT comments.
4. UDO Section 5.3, Tree Retention
a. An approved Tree Removal Permit issued on January 31, 2024.
b. Permit number TR-24-000007
5. UDO Section 5.4, Landscaping and Buffering
a. Please include landscape plan, one was not provided in the packet submitted. A
landscape plan is required prior to TRC approval.
Renewable Natural Gas Facility – 5124 US HWY 421 N – TRC Review
Page | 2
6. UDO Section 5.5, Lighting
a. Is any lighting proposed for this development?
b. Please note a lighting plan is not required at time of TRC approval. See below excerpt from
Section 5.5.3:
i. Information about the exterior lighting for the site that demonstrates compliance
with the standards in this section shall be submitted in conjunction with an
application for site plan approval (Section 10.3.6, Site Plan) or zoning compliance
approval (Section 10.3.8, Zoning Compliance Approval), whichever comes first,
approved no later than at time of construction plan approval.
7. UDO Section 5.6, Signs
a. If there are any new signs proposed for this development, please apply for sign permits
prior to installation.
8. UDO Section 5.7, Conservation Resources
a. Per the New Hanover County Conservation Resource Overlay map, there are no
Conservation Resources on this portion of the site.
NHC Fire Services, Ray Griswold 910-798-7448
1. Fire Finals required Gate Permit required through this office.
2. Portable Fire Extinguishers required per NFPA 10
NHC Engineering, Galen Jamison 910-798-7072
1. Is New Hanover County funding any portion of this project?
2. A land disturbing (depending on comment #1 response) and a stormwater permit issued by the
County are required for this project. Please submit the permit applications documentation with
requisite review fees for County issued permit directly to gjamison@nhcgov.com. Forms can be
found at https://www.nhcgov.com/251/Stormwater and
https://www.nhcgov.com/249/Sediment-Erosion-Control.
3. A curiosity review of the stormwater management report resulted in the below unofficial
stormwater permit request for more information.
a. It is recommended NC DEQ erosion control details, specification and maintenance
requirements be used for all details. As an example, what is the size of the washed stone
for the construction entrance? The maintenance requirements for the wattle are missing.
b. How will a check dam along the slopes of the infiltration basin function? Check dams are
intended in channels, not along slopes.
c. The required NCG01 forms are missing from the plans.
d. Please indicate the proposed contours for the 4 channels, as it appears the minimum
depth of 0.78 isn’t provided in channel 4 and the limits of disturbance (LOD) may increase
for channel 1.
e. The LOD will need to include the FM connection.
Renewable Natural Gas Facility – 5124 US HWY 421 N – TRC Review
Page | 3
f. The dimensions of the energy dissipaters, stone size and filter blanket or fabric
requirements couldn’t be found in the plans.
g. The ¼ acre of drainage to 100’ of silt fence appears to be violated along the southern
boundary of the site.
h. Will any of the foundations impose loads on the proposed storm sewer piping? Several of
the pipes are very close to proposed equipment/structures.
i. The sequence of construction notes should be tailored to the project and not indicate
recommended. They should also reference NHC as the authority having jurisdiction.
j. Is the infiltration basin going to be used as a sediment basin during construction?
k. There are no erosion control measures indicated in the proposed channels to protect
against erosion prior to stabilization. Rock check dams, wattles or compost socks are
recommended.
l. Per Section 2.3.2.1, table 2-4 of the NHC Stormwater Design Manual, items 5, 8, 14, 21,
22 and 26 appear to be missing from the plans.
m. Per Section 2.3.2.2, table 2-5, items 2, 5, 6, 11 and 12 appear to be missing from the
narrative report.
n. Per Section 2.3.2.3, table 2-6, items 6 and 7 appear to be missing from the narrative
report.
o. Per Section 2.3.2.3, table 2-7, the minimum requirements for the pipe design are not
found in the narrative report.
p. Per Section 2.3.2.3, table 2-8, the design calculations for the driveway culvert appear to
be missing from the narrative report.
q. Per Section 2.3.2.3, table 2-10, items 5 and 6 (pond routing with infiltration not
functioning) could not be found in appendices to the narrative report.
r. Per Section 2.3.2.5, please provide a notarized operation and maintenance plan
agreement form.
s. Per Section 2.4, please include the certifications on at least one drawing. Cover page
preferred.
t. Per Section 3.5, please include the frequency factor, Cf, for all calculations that rely on
the rational method.
4. Please contact the State for the stormwater permit requirements. It is anticipated a high-density
permit will be required.
NHC Environmental Health, Dustin Fenske 910-798-6732
1. Site Plan reflects connection to Public Water. Proposed infrastructure will not violate well
setbacks to any surrounding properties.
2. Site plan reflects connection to public sewer. Proposed infrastructure does not violate septic
setbacks to any surrounding properties.
Renewable Natural Gas Facility – 5124 US HWY 421 N – TRC Review
Page | 4
NHC Addressing, Katherine May 910-798-7443
1. Current address is acceptable, no changes necessary.
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 available. CFPUA sewer will be available through a forcemain-to-forcemain
connection.
4. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains).
5. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application
Form and a Preliminary Plan, this determination does not guarantee capacity.
6. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the
plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the
Authority.
NCDOT, Nick Drees 910-343-3915
1. See attached appendix.
WMPO, Scott James 910-473-5130
1. No Comments
Army Corps of Engineers, Brad Shaver 910-251-4611
1. A JD has been completed for this tract and there are no waters of the US present.
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER 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: May 28, 2024
Subject: RNG Facility – 5124 US Hwy 421
________________________________________________________________________
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 # D033-065-24-00060.
x The reviewer for this project is:
o Chris Rhodes (910) 398-9100, ext-cerhodes1@ncdot.gov
x 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.
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
NCDOT Encroachment Agreement:
An NCDOT Encroachment Agreement is required for any utility connections or
installations within the NCDOT right-of-way (form 16.6).
Roadway Improvements:
Additional information is needed to verify if roadway improvements will be required.
x Please provide a turn lane warrant analysis for the proposed project.
o If roadway improvements are required additional comments will be
provided.
Site Plan Comments:
It is recommended that an 18” driveway pipe be installed.
x Make sure that the proposed pipe meets the coverage requirements.
x If RCP is used it is recommended that parallel pipe end sections are installed as
well.
Include NCDOT Standard Drawings (2024) that are applicable to the development.
Sight Triangles:
x Show and label the 10’ X 70’ NCDOT sight triangles.
o No obstructions shall be placed within the NCDOT sight triangles.
o Refer to the included checklist for correct location.
Label the internal protection stem length for the proposed driveway connection.
x Measured from the right-of-way line.
x Label the distance of the proposed gate:
o No gates allowed within 100’ from the r/w line.
You can coordinate with the district office with any questions 910-398-9100.
REFERENCES
8 34567 12
8 34567 12
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DRAFT
NORTH
PROJECT LOCATION MAPPROJECT VICINITY MAP
VICINITY MAP OBTAINED FROM NORTH CAROLINA DEPARTMENT OF TRANSPORTATION, "NEW HANOVERCOUNTY MAP SET", ACCESSED 12/05/2023.
NORTH
USGS 7.5 MIN. TOPOGRAPHIC QUADRANGLES, LELAND, NORTH CAROLINA, PUBLISHED 1985, & CASTLE HAYNE, NORTH CAROLINA, PUBLISHED 1985.
PROJECT LOCATION MAP
EMERGENCY CONTACT INFORMATION
EMERGENCY RESPONDERSNC DEQ - EMERGENCY NUMBER 1-800-858-0368NEW HANOVER COUNTY EMERGENCY MANAGEMENT AGENCY 910-798-6900NOVANT HELTH NEW HANOVER REGIONAL MEDICAL CENTER 910-667-7000NEW HANOVER COUNTY SHERIFF'S OFFICE 910-798-4535
911 ADDRESS5124 U.S. HIGHWAY 421 N, WILMINGTON, NC 28401
SITE
1
C000
CO
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NEW HANOVER
RNG FACILITY
5124 U.S. HIGHWAY 421 N
WILMINGTON, NORTH CAROLINA
NEW HANOVER COUNTY
PLAN REPRODUCTION NOTE
THE PLANS HAVE BEEN CREATED ON ANSI D (22"x34") SHEETS. FOR REDUCTIONS, REFER TOGRAPHIC SCALE.
THE PLANS HAVE BEEN CREATED FOR FULL COLOR PLOTTING. ANY SET OF PLANS THAT IS NOTPLOTTED IN FULL COLOR SHALL NOT BE CONSIDERED ADEQUATE FOR CONSTRUCTIONPURPOSES.
**WARNING**: INFORMATION MAY BE LOST IN COPYING AND/OR GRAY SCALE PLOTTING.
LIMITS OF DISTURBANCE AREA
RNG PAD AND FLARE
METER STATION
ACCESS ROAD
TOTAL LOD AREA
TOTAL WOODED ACRES DISTURBED
3.42 AC
SITE LOCATION (NAD83)
STRUCTURE NORTHING EASTING LATITUDE (DD)LONGITUDE (DD)
SITE ENTRANCE 209097.170903 2304442.895570 34.320267 -77.991758
CENTER OF RNG PAD 209145.421224 2304686.109672 34.320390 -77.990946
CIVIL ENGINEER OF RECORD
CIVIL & ENVIRONMENTAL CONSULTANTS, INC.700 CHERRINGTON PARKWAYMOON TOWNSHIP, PA 15108PHONE: 412-429-2324CONTACT: LAURA WIBLE, P.E.
PROJECT CONTACTS:
SURVEYOR
CIVIL & ENVIRONMENTAL CONSULTANTS, INC.777 LOWNDES HILL ROAD BULDING 2, SUITE 100GREENVILLE, SC 29607PHONE: 252-561-6689CONTACT: BRIAN L. SOUVA
ISSUED FOR PERMIT PLANS
APRIL 2024
FOR
ARCHAEA ENERGY, INC.
201 HELIOS WAY, FLOOR 6
HOUSTON, TX 77079
INFILTRATION BASIN
0.50 AC
0.23 AC
0.87 AC
5.02 AC
3.94 AC
NOTICE REQUIRED:
SITE
UTILITY CONTACTS
DUKE TRANSMISSION (GAS)1 TURNER ST,RALEIGH, NC 27607PHONE: 800-777-9898
CAPE FEAR PUBLIC UTILITY AUTHORITY(WATER & SEWER)235 GOVERNMENT CENTER DR,WILMINGTON, NC 28403PHONE: 910-332-6550
DUKE ENERGY PROGRESS (ELECTRICAL)1451 MILITARY CUTOFF RD,WILMINGTON, NC 28403PHONE: 800-452-2777
AT&T/BELL SOUTH (OVERHEAD &COMMUNICATIONS)625 OLD FAYETTEVILLE RD,CHAPEL HILL, NC 27516PHONE: 919-851-0755
SENTHIL NEW HANOVER ENVIRONMENTALHEALTH230 GOVERNMENT CENTER DRIVE SUITE 140,WILMINGTON, NC 28403PHONE: 910-798-6667
OUPS PHONE: 1-800-632-4949
DRDRDDRDDRDRDRDRDRDRDRDRDRDDRDRDDRDDDDRDRDDRDRDRDRDRDRDRDRDRDRDRDRDDRDDRDRDDDDDDRDDDRDDDDDRDRDRDDDDDDDDDDDDDDDDDDDDDDDRDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDRDDDDRDDDDDDDDDDDDRDDDDDDDDDDDDDDDDDDRRRRRRRAFAAAAAFAFAFAFAFAFAAFAAAAAAAFAFAAFAAAAAAAAAAAFAAAAAAAAAAAAAFAFAAAAAFAAFAFAAAAAAAAAAAAAAAAAAAAAAAFAAAAAAAAFAAAAAAAAAAAFAFAAAAAAAAAAAAAAAAAAFAAAAAAAAAAAAAAAAAAFAAAAAAAAAAAAAAAAAAAAAFFAAAAAAAAAAAFAFAFAFAFAAAAAAAAAAAAAAAAAAAAAFAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAFAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAFAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAFAFAAAAAAAAAAAAAAFAFAFAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAFAAAAAAAAAAAAAAAAAAAAAAAFAAAAAAAAAAAAAAFAAAAAAAAAAAAAFAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAFFFFFFFFFFFFFFFFFFFFFFFFFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT
REFERENCES
8 34567 12
8 34567 12
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SHEET OF
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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 ŽĨŽŶĞĚŝŐŝƚĂůĐŽƉLJŽĨƚŚĞƉůĂŶƐ along with all
other required documents.
ůůWĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůŚƚƚƉƐ͗ͬͬĐŽŶŶĞĐƚ͘ŶĐĚŽƚ͘ŐŽǀͬƐŝƚĞͬWĞƌŵŝƚƐͬWĂŐĞƐͬĚĞĨĂƵůƚ͘ĂƐƉdž
/ŶƚŚĞŶŽƚŝĨLJĞŵĂŝůƐĞĐƚŝŽŶŽĨƚŚĞƉŽƌƚĂůĂƉƉůŝĐĂƚŝŽŶƉůĞĂƐĞŝŶĐůƵĚĞƚŚĞŝƐƚƌŝĐƚKĨĨŝĐĞĞŵĂŝů;ŝǀϯŝƐƚϯΛŶĐĚŽƚ͘ŐŽǀͿ͘^ĞĞƚŚĞůĂƐƚƉĂŐĞƐĨŽƌĨƵƌƚŚĞƌŝŶƐƚƌƵĐƚŝŽŶ͘
Online resources:
x 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
x NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way:
https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx
x Electronic Forms Database:
https://connect.ncdot.gov/Pages/default.aspx
1)
Ă͘Cover >etter
Include contact information for applicant and engineer, including email address, mailing address, and phone
number. Include ƚŚĞƉĂƌĐĞůŶƵŵďĞƌ;ƐͿ͕description of all phases of the development and future land uses to be
served by the permit,ĂŶĚa description of the adjoining land owned or controlled by the applicant.
ď͘NCDOT Street and Driveway Access Permit Application (form downloadable via link below)
https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc
Đ͘$50.00 /nspection &eeWĞƌĐĐĞƐƐWŽŝŶƚ
Attach to Permit Application form (not applicable for municipalities, churches, and schools)
Ě͘NPDES Stormwater Permit Compliance Certification (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc
Ğ͘Verification of Compliance with Environmental Regulations (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf
Ĩ͘Site 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.
Ő͘ĞƐŝŐŶ PlanZĞƋƵŝƌĞŵĞŶƚƐ ĨŽƌƉƌŽũĞĐƚƐŝŶǀŽůǀŝŶŐƌŽĂĚǁĂLJŝŵƉƌŽǀĞŵĞŶƚƐ
If roadway improvements are required as part of the permit, ƚŚĞŶroadway plans͕ƉĂǀĞŵĞŶƚŵĂƌŬŝŶŐƉůĂŶƐ͕
ƐŝŐŶŝŶŐƉůĂŶƐ͕ĂŶĚƚƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐǁŝůůďĞƌĞƋƵŝƌĞĚͲ^ĞĞ^ĞĐƚŝŽŶϲĨŽƌŵŽƌĞŝŶĨŽƌŵĂƚŝŽŶ
Y N n/a
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 /ŶŝƚŝĂůƌŝǀĞway Application Submittals
WůĞĂƐĞŶŽƚĞƚŚĂƚƚŚĞƐĞĂƌĞƚŚĞŵŝŶŝŵƵŵƌĞƋƵŝƌĞŵĞŶƚƐŽĨĂůůĚƌŝǀĞǁĂLJƉĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐ͘
ůůƌĞƋƵŝƌĞĚĚŽĐƵŵĞŶƚĂƚŝŽŶƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůĂƐW&ĨŝůĞƐ͕ǁŝƚŚƚŚĞĞdžĐĞƉƚŝŽŶŽĨƚŚĞ
WĞƌĨŽƌŵĂŶĐĞĂŶĚ/ŶĚĞŵŶŝƚLJŽŶĚĂŶĚƚŚĞΨϱϬ/ŶƐƉĞĐƚŝŽŶ&ĞĞ;ƐͿ͕ƚŚĞƐĞƐŚŽƵůĚďĞŵĂŝůĞĚŽƌĚĞůŝǀĞƌĞĚƚŽϱϱϬϭ
ĂƌďĂĚŽƐůǀĚ͕ĂƐƚůĞ,ĂLJŶĞ͕EϮϴϰϮϵ͘
If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit͕ƚŚĞƌĞ
ŵĂLJďĞĂĚĚŝƚŝŽŶĂůƐƵďŵŝƚƚĂůŵĂƚĞƌŝĂůƐƌĞƋƵŝƌĞĚ͘
State of North Carolina | Department of Transportation | Division 3 | District 3
%DUEDGRV%OYG,&DVWOH+D\QH, NC 284
Form Updated/20(910) T NCDOT Permit #___________________
Y N n/a
Section 1: Required Documents (continued)
2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL
Ă͘Site Plans
Kne (1) digital copy (PDF) unless otherwise requested bythe District Office. Additional site plan requirement
details can be found in section 2 of this document.
ď͘Performance and Indemnity Bond/ŶĨŽƌŵĂƚŝŽŶͬFormƐ
^ĞĞůĂƐƚƉĂŐĞŽĨĚŽĐƵŵĞŶƚĨŽƌďŽŶĚŝŶĨŽƌŵĂƚŝŽŶĂŶĚĨŽƌŵƐ
Đ͘Performance and Indemnity Bond Amount
100% of ƚŚĞĐŽƐƚŽĨƚŚĞǁŽƌŬwithin NCDOT Zight-of-tay;ZͬtͿ based on ƚŚĞattached estimatedetermined by
ƚŚĞĂƉƉůŝĐĂŶƚΖƐĞŶŐŝŶĞĞƌĂŶĚĂƉƉƌŽǀĞĚďLJƚŚĞDistrict Engineer. ŽŶĚŚŽůĚůĞƚƚĞƌƌĞƋƵŝƌĞĚĨŽƌĨŽƌŵƵŶŝĐŝƉĂůŝƚŝĞƐ͕
ĐŚƵƌĐŚĞƐ͕ĂŶĚƐĐŚŽŽůƐ͘See pages 101-105 in the Policies and ProceduresforAccommodatingUtilities on Highway
Rights of Way for acceptable bond types
Ě͘Radius Encroachment Letter (if applicable)
If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required
Ğ͘Hold Harmless Letter (if applicable)
If the Wermit is within ƚŚĞůŝŵŝƚƐŽĨĂŶ active NCDOT project, a Hold Harmless letter from the NCDOT contractorwill
be required͘/ĨƚŚĞƉƌŽũĞĐƚŝƐŝŶƉƌĞĐŽŶƐƚƌƵĐƚŝŽŶ͕ĐŽŽƌĚŝŶĂƚĞǁŝƚŚƚŚĞĞƉĂƌƚŵĞŶƚΖƐWƌŽũĞĐƚĞǀĞůŽƉŵĞŶƚhŶŝƚ
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
ϭͿ Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown
ϮͿ North arrow, vicinity map, date of plan, and date of most-recent revision if applicable
ϯͿ Contact information of applicant and engineer, including mailing address, phone number, and email address
ϰͿ Show Zͬt lines, highway control of access, and property lines
ϱͿ All existing utilities (including handholes) and easements
ϲͿ Rͬt width
ϳͿ Existing posted speed limit(s) and design speed limit(s)
ϴͿ Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of
the property lines of the proposed development
ϵͿ Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any
other relevant transportation facilities in the development area
ϭϬͿ Include a plan sheet showing full site build-out and land use
ϭϭͿ Buildings shown with “gross leasable area”
ϭϮͿ Width of property frontage
ϭϯͿ Distance from Rͬt to buildings and gasoline service islands
ϭϰͿ Distance from Rͬt to existing/proposed ĚŐĞŽĨWĂǀĞŵĞŶƚ; KWͿ (pages 32 & 34)
ϭϱͿ 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
ϭͿ WƌŽǀŝĚĞĐŽŵƉƌĞŚĞŶƐŝǀĞƐƵƌǀĞLJǁŝƚŚŝŶƚŚĞĞdžŝƐƚŝŶŐZͬtŽŶďŽƚŚƐŝĚĞƐŽĨƚŚĞƌŽĂĚĨŽƌĂĚŝƐƚĂŶĐĞŽĨϱϬϬ͛ŝŶĂůů
ĚŝƌĞĐƚŝŽŶƐĨƌŽŵƚŚĞĚĞǀĞůŽƉŵĞŶƚ͛ƐƉƌŽƉĞƌƚLJůŝŶĞƐ͘WƌŽǀŝĚĞĂĚĚŝƚŝŽŶĂůŚLJĚƌĂƵůŝĐƐƵƌǀĞLJĚĂƚĂƚŽƚŚĞŶĞĂƌĞƐƚƐƚŽƌŵ
ǁĂƚĞƌŝŶůĞƚͬŽƵƚůĞƚŝŶĐůƵĚŝŶŐĚŝƚĐŚůŝŶĞƐĂŶĚƐƚŽƌŵǁĂƚĞƌƉŝƉĞƐ͕ŝĨůŽĐĂƚĞĚŽƵƚƐŝĚĞŽĨƚŚĞϱϬϬΖĚŝƐƚĂŶĐĞ͘
ϮͿ Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways
ϯͿ All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximumͮǁŝƚŚŝƐůĂŶĚ͗ϭϰΖ
ŝŶŐƌĞƐƐ͕ϭϴΖĞŐƌĞƐƐ) (pageƐϱϬΘϳϳ)
ϰͿ ƌŝǀĞǁĂLJWƌŽĨŝůĞͲ/ŶƐŚŽƵůĚĞƌƐĞĐƚŝŽŶƐ͕ŵaintain minimum 2% fall from edge of travel way for required
shoulder width ĚŝƐƚĂŶĐĞWƌŝŵĂƌLJ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌLJ͗ϲ͛ŵŝŶŝŵƵŵ
ϱͿ 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)Ͳ;ƐĞĞĂƚƚĂĐŚĞĚͿ
In shoulder sections, show grades at the KW and centerline
ϲͿ No curbing is allowed within NCDOT RͬW along shoulder sections except as part of a driveway island(page 31)
ϳͿ 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)
ϴͿ Driveway Wrofile (pages 42- 43)
Y N n/a Y N n/a
පප පපප ප
Y N n/a Y N n/a
Y N n/a Y N n/a
Section 3: Driveway Plan Requirements (continued)
ϵͿ Driveway Pavement Cross Section (to be in place from KW to edge of RͬW)
Asphalt: 8” ABC stone and 1.5” S9.5
Concrete: 6” of concrete
ϭϬͿ Driveway Offset (driveway KW to property line; page 75): Minimum: 20’
ϭϭ)Corner Clearance (radius point to radius point; page 52) Minimum: 50’ Desirable: 100’ or DƵŶŝĐŝƉĂů std.
ϭϮͿ Minimum 10’x70’ sight triangles at driveways (measured from and along the Zͬt line) (page 31)
ϭϯͿ Sight Distance (ůength of sight-distance in both directions shown for each driveway; pages 27-29)
ϭϰͿ Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41)
ϭϱͿ Distance between driveways being requested (if applicable; page 51)
ϭϲͿ Minimum internal storage areasǁŝƚŚƐƉĞĐŝĨŝĞĚƋƵĞƵĞƐ (pages 31-33)
ϭϳͿ Minimum protected driveway stem(s) provided and indicated (pages 33-34)
ϭϴͿ Indicate any gated entrances (100’ minimum setback from RͬW required)ͲƚƌĂĨĨŝĐƋƵĞƵŝŶŐƐƚƵĚLJŵĂLJďĞƌĞƋƵŝƌĞĚ
|
Section ϲ: Roadway
Plan Requirements
If off-site improvements are required, roadway plans shall show, at a minimum, the items below
ϭͿ Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway)
ϮͿ 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
x Primary Routes (US & NC) and Secondary Routes with ŶŶƵĂůǀĞƌĂŐĞĂŝůLJdƌĂĨĨŝĐ;AADTͿшϭϬ,000
5͘ϱ” B25.0, 3” I19.0, ϭ͘ϱ” S9.5; any overlay of existing pavement is to be a minimum of 1.5” S9.5
x Secondary Routes with AADT<ϭϬ,000
5͘ϱ” B25.0, ϭ͘ϱ” Sϵ͘ϱ; any overlay of existing pavement is to be a minimum of 1.5” Sϵ͘ϱ
ϯͿ Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary
The grinding of pavement markings will not be allowed
ϰͿ Shoulder Widths (Paved + Unpaved)WƌŝŵĂƌLJ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌLJ͗ϲ͛ŵŝŶŝŵƵŵ
ϱͿ ŝƚĐŚ^ůŽƉĞƐͲĨƌŽŶƚĂŶĚďĂĐŬƐůŽƉĞƐͲŵŝŶŝŵƵŵϯ͗ϭŽƌĨůĂƚƚĞƌ
ϲͿ Indicate existing roadway grade
ϳͿ All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page78)
ϴͿ 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
ϵͿ Pavement markingĂŶĚƐŝŐŶŝŶŐ planƐ ĂƌĞƌĞƋƵŝƌĞĚͲplans must be approved by Division Traffic Services
ϭϬͿ dƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐĂƌĞƌĞƋƵŝƌĞĚͲĞƚĂŝůĞĚƉŚĂƐŝŶŐƉůĂŶƐŵĂLJďĞƌĞƋƵŝƌĞĚďĂƐĞĚŽŶƉƌŽũĞĐƚƚLJƉĞĂŶĚůŽĐĂƚŝŽŶ
ϭϭͿ EĞǁĂŶĚͬŽƌƌĞǀŝƐĞĚƐŝŐŶĂůƉůĂŶƐŵƵƐƚďĞŝŶĐůƵĚĞĚĨŽƌŶĞǁŝŶƐƚĂůůĂƚŝŽŶƐĂŶĚŝĨƐŝŐŶĂůŵŽĚŝĨŝĐĂƚŝŽŶƐĂƌĞƌĞƋƵŝƌĞĚ
ůůsignal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. ATraffic
Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-ϮϮϬϬ.
|
Section ϰ: Drainag e Requirements
All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below
Section ϱ: Internal Circ ulation Requirements
|All internal circulation details shall adhere to, at a minimum, the items listed below
ϭͿ Interior driveway channelization stems
Minimum 100’ from the RKW or at the discretion of the District Engineer
ϮͿ Traffic flow pattern
ϯͿ Traffic control devices
ϰͿ 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
ϭͿ Pipe Cover Minimums (measured from top of pipe to subgrade)
High Density Polyethylene (HDPE): Ϯϰ” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12”
ϮͿ WŝƉĞ ŶĚdƌĞĂƚŵĞŶƚ;ƐĞĞZŽĂĚǁĂLJĞƐŝŐŶDĂŶƵĂůϱͲϮϬ͕ͲϮͿ
WŝƉĞƐчϮϰΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂLJƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞWĂƌĂůůĞůWŝƉĞ ŶĚ^ĞĐƚŝŽŶƐ^ĞĞϯϭϬ͘ϬϮĂŶĚ
ϯϭϬ͘ϬϰŽĨƚŚĞZŽĂĚǁĂLJ^ƚĂŶĚĂƌĚƌĂǁŝŶŐƐĨŽƌĚĞƚĂŝůƐ
WŝƉĞƐхϯϬΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂLJƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞŐƵĂƌĚƌĂŝů
WŝƉĞƐшϯϲΗƌĞƋƵŝƌĞĂŶĞŶĚǁĂůůŽŶƚŚĞŝŶůĞƚĞŶĚ
ϯͿ ůůƉƌŽƉŽƐĞĚƌĂŝŶĂŐĞŝƐƚŽďĞƉƌŽǀŝĚĞĚŝŶƐŝĚĞĞdžŝƐƚŝŶŐZͬt͘KƚŚĞƌǁŝƐĞ͕ĂĚĚŝƚŝŽŶĂůZͬtŽƌĂƉĞƌŵĂŶĞŶƚůLJ
ĚĞĚŝĐĂƚĞĚĚƌĂŝŶĂŐĞĞĂƐĞŵĞŶƚǁŝůůďĞƌĞƋƵŝƌĞĚƚŽĂĐĐŽŵŵŽĚĂƚĞƚŚĞƉƌŽƉŽƐĞĚƉƌŽũĞĐƚĚƌĂŝŶĂŐĞ
ϰͿ All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown
;ƐĞĞ^ĞĐ͘ϯηϭĨŽƌƐƵƌǀĞLJƌĞƋƵŝƌĞŵĞŶƚƐͿ
ϱͿ Provide spot elevations along frontage of driveway (at EKW and centerline)
ϲͿ Provide grades and spot elevations for existing and proposed ditches
ϳͿ Show how drainage will be accommodated along property frontage
(District Engineer may require applicant to provide drainage calculations whĞŶǁĂƌƌĂŶƚĞĚͿ
Roadway Design Manual At Grade INTERSECTIONS
May 2023 Part I General Design Information | 8-22
Figure 8-10 Recommended Treatment for Turn Lanes
Note: Make every attempt possible to use the desirable deceleration length. It can be shortened as needed but shall not be less
than the minimum. Coordinate with NCDOT and get approval on anything less than the desirable deceleration length.
NHC Fire Station – 4860 Castle Hayne Road – TRC Review
Page | 1
To: Will Altman, Timmons Group – William.altman@timmons.com
Jake Glas, Timmons Group – jake.glas@timmons.com
From: Zach Dickerson – Development Review Senior Planner
Date: June 5th TRC Review
PID#: R01708-003-001-000
Egov# SITECN-24-000015
Subject: 4860 Castle Hayne Rd – New Hanover County Fire Station - TRC Review
The following comments have been received for the June 5th, 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, Zachary Dickerson 910-798-7450
1. General Comments
a. The Parcel ID number in the first line of the data table should be R01708-003-001-000
b. Zoning is B-1
i. Setbacks for B-1 are met.
2. UDO Section 5.1, Parking and Loading
a. Parking is sufficient
3. UDO Section 5.3, Tree Retention
a. Tree Removal Permit for this site is already granted, TR-24-000016
4. UDO Section 5.4, Landscaping and Buffering
a. Street Yard- the secondary street yard only needs 50% of the street yard area.
i. It looks like the Parmele Road frontage has the full area- this can be halved.
NHC Fire Station – 4860 Castle Hayne Road – TRC Review
Page | 2
b. Parking lot landscaping:
i. Per the requirements of the ordinance, this parking lot island will need a tree:
5. UDO Section 5.5, Lighting
a. Lighting plan looks good.
6. UDO Section 5.6, Signs
a. If there are any new signs proposed for this development, please apply for sign permits
prior to installation.
7. UDO Section 5.7, Conservation Resources
a. Per the New Hanover County Conservation Resource Overlay map, there are no
Conservation Resources on this portion of the site.
NHC Fire Services, Ray Griswold 910-798-7448
1. Please see attached PDF.
NHC Engineering, Galen Jamison 910-798-7072
1. The erosion control permitting will be issued by NC DEQ DEMLR. Please submit for permit as the
design is completed.
2. The stormwater permit issued by the County is currently under review and initial comments
have been provided to the designer.
NHC Fire Station – 4860 Castle Hayne Road – TRC Review
Page | 3
NHC Environmental Health, Dustin Fenske 910-798-6732
1. Both septic and well permits have been applied and permits are being generated.
2. Well permit and septic construction authorization must be issued prior to building permit
issuance.
3. Stormwater pond does not appear to violate septic tank setbacks at 4844 Castle Hayne Rd.
4. Environmental Health records reflect that this property should not be occupied and using water
due to an unapproved septic system.
NHC Addressing, Katherine May 910-798-7443
1. Current address is acceptable, no changes necessary.
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. There is no CFPUA water or sewer available.
NCDOT, Nick Drees 910-343-3915
1. See attachment.
WMPO, Scott James 910-473-5130
1. See attachment.
Army Corps of Engineers, Brad Shaver 910-251-4611
1. No comment.
Comments not received at this time from:
Emergency Services & E911, Steve Still
NCDEQ, Chad Coburn
New Hanover Soil & Water, Dru Harrison
USACE, Rachel Capito
NCDEMLR, Dan Sams
DCM, Tanya Pietila
STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
ROY COOPER 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:
Date:
Subject:
New Hanover County Technical Review Committee
May 28, 2024
NHC Fire Department – 4860 Castle Hayne 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 has been submitted to NCDOT for review.
•Permit # D033-065-24-00059.
•Submit plans in accordance with pages 14 and 15 of the Policy on Street and
Driveway Access to North Carolina Highways to include access locations within
500’ of the proposed access on both sides of the State Road. Submit to the local
NCDOT District Engineer’s Office.
•Refer to the NCDOT checklist (included) for required documents and site plan
information.
NCDOT Encroachment Agreement:
An NCDOT Encroachment Agreement is required for any utility connections or
installations within the NCDOT right-of-way (form 16.6).
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:
Include/update the NCDOT Standard Drawings (2024) that are applicable to the
development.
• Use parallel pipe end sections instead of a flared end section.
Sight Triangles and Sight Distance:
• Show and label the 10’ X 70’ NCDOT sight triangles.
o No obstructions shall be placed within the NCDOT sight triangles.
o No obstructions shall be placed within the stopping sight distance.
• This included vegetation, signs, etc.
Label the radii for the proposed driveway on Castle Hayne Road.
• Make sure to accommodate the largest proposed vehicle.
This development is located within STIP U-5863. With that in mind, any accesses that
conflict with the planned transportation infrastructure may be modified and/or removed
and there shall not be any compensation made by NCDOT. Therefore, the permitted
access point/points may be restricted in the future.
You can contact the District Office with any questions 910-398-9100.
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: 5/24/24
Subject: Castle Hayne Fire Station
Comments:
• Site access subject to NCDOT review.
• Provide Auto Turns Movements for Fire and Rescue Vehicles entering and exiting the
Castle Hayne Road and Parmele Road driveways.
• Please add Emergency Beacons and signs per the MUTCD, (Emergency Signal Ahead
W11-12P, and Emergency Vehicle Ahead, W11-8) The sign shall be marked as Fire
Station ahead.
NCDOT Projects:
TIP Projects in the Area: U-5863 Castle Hayne Road Widening project.
WMPO 2045 Projects: N/A
New Hanover County CTP: N/A
TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required.
Land Use (ITE Code) Intensity 24 Hour
Volumes
AM Peak
Hour Trips
PM Peak
Hour Trips
Fire and Rescue Station (575) 11, 357 SF N/A N/A 6
220 Crowatan Rd – SR&R Laydown Yard – Commercial Site Plan – TRC Review
Page | 1
To: William Murrell, III of SR&R Environmental, Inc; wmurrell@srrenviro.com
From: Wendell E. Biddle
Development Review Associate Planner
Date: June 5th, 2024, TRC Review
PID#: R01800-007-225-000
Egov# SITECN-24-000016
Subject: 220 Crowatan Road – SR&R Laydown Yard – Commercial Site Plan – TRC Review
The following comments have been received for the June 5th, 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.
NHC Planning, W. E. Biddle 910-798-7068
1. General comments
a. The scope of work is listed as ‘laydown yard.’
b. Please provide a site plan detailing parking parameters, landscaping plan, exterior
lighting plan, and the location & details of signage. Please see below for further
details.
2. UDO Section 5.1 Parking and Loading
a. Please provide a site plan detailing parking and loading details.
b. Please dimension the parking spaces, drive isles, all radii, and show parking stops.
3. UDO Section 5.3 Tree Retention
a. Not applicable as trees were clear cut. Refer to variance case BOA-981.
4. UDO Section 5.4 Landscaping and Buffering
a. Please detail a landscaping plan in accordance with UDO Section 5.4. Landscape plans
are required to have the following:
i. All existing and proposed landscaping, including caliper, height, and species
that will be preserved or installed to comply with the landscaping
requirements including Bufferyard, streetscape, foundation, screening, and
parking lot landscaping.
220 Crowatan Rd – SR&R Laydown Yard – Commercial Site Plan – TRC Review
Page | 2
b. Please include a street yard to meet the standards per Section 5.4.6.B of the UDO.
5. UDO Section 5.5 Exterior Lighting
a. Is any lighting proposed for this site? If not, please disregard the following comments
about lighting.
b. Please note that except for street lighting, all exterior lighting and indoor lighting
visible from outside shall be designed and located so that the maximum illumination
measured in foot candles at ground level at a lot line shall not exceed the standards
in Table 5.5.4.B: Maximum Illumination Levels.
c. The height of exterior light fixtures shall not exceed 25 feet.
6. UDO Section 5.6 Signs
a. Please note that all signs are subject to Section 5.6 of the UDO.
b. Please submit for sign permits prior to installation.
7. UDO Section 5.7 Conservation Resources
a. Per the New Hanover County resource map, there are no detailed conservation
resources on this site.
NHC Fire Services, Ray Griswold 910-798-7448
1. Approved with the following comments:
a. Fire Final required.
b. Gate Permit required.
NHC Engineering, Galen Jamison 910-798-7072
1. Land disturbing permit is currently under review. The County stormwater permit has been
obtained.
2. Please contact the State for the Stormwater permit requirements. It is anticipated a high-density
permit will be required.
NHC Environmental Health, Dustin Fenske 910-798-6732
1. No comments on lay down yard as long as there are no buildings or water using fixtures that
require wastewater disposal.
NHC Addressing, Katherine May 910-798-7443
Contact me for address assignment 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.fcpua.org/FormCenter/Engineering-3/Engineering-Plan-Review-103
3. CFPUA water and sewer are not available.
NCDOT, Nick Drees 910-398-9100
See Attached
WMPO, Scott James 910-473-5130
No Comments
220 Crowatan Rd – SR&R Laydown Yard – Commercial Site Plan – TRC Review
Page | 3
Brad Shaver USACOE Brad.E.Shaver@usace.army.mil
The Corps issued a permit for this site last year, nothing more expected.
Comments not received at this time from:
Emergency Services & E911, Steve Still
NCDEQ, Chad Coburn
New Hanover Soil & Water, Dru Harrison
USACE, Rachel Capito
NCDEMLR, Dan Sams
DCM, Tanya Pietila
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER 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:
Date:
Subject:
New Hanover County Technical Review Committee
May 28, 2024
SR&R Laydown Yard – 220 Crowatan 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 has been submitted to NCDOT for review.
x Permit # D033-065-24-00027.
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).
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 for this site are currently under review
by the NCDOT Hydraulics Unit.
x Once they have finished their review additional comments may be provided.
Include/update the NCDOT Standard Drawings (2024) that are applicable to the
development.
The driveway will need to be paved from the edge of pavement to r/w line (minimum).
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.
o Reference table 3-1 below for design requirements.
Show and label all gates with distances to the right of way line,
x No gates allowed within 100’ from the r/w line.
Label the radii for the driveway proposed driveway/driveways.
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 contact the District Office with any questions 910-398-9100.
Mailing Address:
NCDEPARTMENTOFTRANSPORTATION
DISTRICT 3 ENGINEER’S OFFICE
5911 OLEANDER DRIVE, SUITE 101WILMINGTON, NC 28403
04-11-03COURIER
Telephone:910-398-9100
CustomerService:1-877-368-4968
Website:ncdot.gov
Location:
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
!
"
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 ŽĨŽŶĞĚŝŐŝƚĂůĐŽƉLJŽĨƚŚĞƉůĂŶƐ along with all
other required documents.
ůůWĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůŚƚƚƉƐ͗ͬͬĐŽŶŶĞĐƚ͘ŶĐĚŽƚ͘ŐŽǀͬƐŝƚĞͬWĞƌŵŝƚƐͬWĂŐĞƐͬĚĞĨĂƵůƚ͘ĂƐƉdž
/ŶƚŚĞŶŽƚŝĨLJĞŵĂŝůƐĞĐƚŝŽŶŽĨƚŚĞƉŽƌƚĂůĂƉƉůŝĐĂƚŝŽŶƉůĞĂƐĞŝŶĐůƵĚĞƚŚĞŝƐƚƌŝĐƚKĨĨŝĐĞĞŵĂŝů;ŝǀϯŝƐƚϯΛŶĐĚŽƚ͘ŐŽǀͿ͘^ĞĞƚŚĞůĂƐƚƉĂŐĞƐĨŽƌĨƵƌƚŚĞƌŝŶƐƚƌƵĐƚŝŽŶ͘
Online resources:
x 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
x NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way:
https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx
x Electronic Forms Database:
https://connect.ncdot.gov/Pages/default.aspx
1)
Ă͘Cover >etter
Include contact information for applicant and engineer, including email address, mailing address, and phone
number. Include ƚŚĞƉĂƌĐĞůŶƵŵďĞƌ;ƐͿ͕description of all phases of the development and future land uses to be
served by the permit,ĂŶĚa description of the adjoining land owned or controlled by the applicant.
ď͘NCDOT Street and Driveway Access Permit Application (form downloadable via link below)
https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc
Đ͘$50.00 /nspection &eeWĞƌĐĐĞƐƐWŽŝŶƚ
Attach to Permit Application form (not applicable for municipalities, churches, and schools)
Ě͘NPDES Stormwater Permit Compliance Certification (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc
Ğ͘Verification of Compliance with Environmental Regulations (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf
Ĩ͘Site 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.
Ő͘ĞƐŝŐŶ PlanZĞƋƵŝƌĞŵĞŶƚƐ ĨŽƌƉƌŽũĞĐƚƐŝŶǀŽůǀŝŶŐƌŽĂĚǁĂLJŝŵƉƌŽǀĞŵĞŶƚƐ
If roadway improvements are required as part of the permit, ƚŚĞŶroadway plans͕ƉĂǀĞŵĞŶƚŵĂƌŬŝŶŐƉůĂŶƐ͕
ƐŝŐŶŝŶŐƉůĂŶƐ͕ĂŶĚƚƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐǁŝůůďĞƌĞƋƵŝƌĞĚͲ^ĞĞ^ĞĐƚŝŽŶϲĨŽƌŵŽƌĞŝŶĨŽƌŵĂƚŝŽŶ
Y N n/a
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 /ŶŝƚŝĂůƌŝǀĞway Application Submittals
WůĞĂƐĞŶŽƚĞƚŚĂƚƚŚĞƐĞĂƌĞƚŚĞŵŝŶŝŵƵŵƌĞƋƵŝƌĞŵĞŶƚƐŽĨĂůůĚƌŝǀĞǁĂLJƉĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐ͘
ůůƌĞƋƵŝƌĞĚĚŽĐƵŵĞŶƚĂƚŝŽŶƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůĂƐW&ĨŝůĞƐ͕ǁŝƚŚƚŚĞĞdžĐĞƉƚŝŽŶŽĨƚŚĞ
WĞƌĨŽƌŵĂŶĐĞĂŶĚ/ŶĚĞŵŶŝƚLJŽŶĚĂŶĚƚŚĞΨϱϬ/ŶƐƉĞĐƚŝŽŶ&ĞĞ;ƐͿ͕ƚŚĞƐĞƐŚŽƵůĚďĞŵĂŝůĞĚŽƌĚĞůŝǀĞƌĞĚƚŽϱϱϬϭ
ĂƌďĂĚŽƐůǀĚ͕ĂƐƚůĞ,ĂLJŶĞ͕EϮϴϰϮϵ͘
If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit͕ƚŚĞƌĞ
ŵĂLJďĞĂĚĚŝƚŝŽŶĂůƐƵďŵŝƚƚĂůŵĂƚĞƌŝĂůƐƌĞƋƵŝƌĞĚ͘
State of North Carolina | Department of Transportation | Division 3 | District 3
%DUEDGRV%OYG,&DVWOH+D\QH, NC 284
Form Updated/20(910) T NCDOT Permit #___________________
Y N n/a
Section 1: Required Documents (continued)
2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL
Ă͘Site Plans
Kne (1) digital copy (PDF) unless otherwise requested bythe District Office. Additional site plan requirement
details can be found in section 2 of this document.
ď͘Performance and Indemnity Bond/ŶĨŽƌŵĂƚŝŽŶͬFormƐ
^ĞĞůĂƐƚƉĂŐĞŽĨĚŽĐƵŵĞŶƚĨŽƌďŽŶĚŝŶĨŽƌŵĂƚŝŽŶĂŶĚĨŽƌŵƐ
Đ͘Performance and Indemnity Bond Amount
100% of ƚŚĞĐŽƐƚŽĨƚŚĞǁŽƌŬwithin NCDOT Zight-of-tay;ZͬtͿ based on ƚŚĞattached estimatedetermined by
ƚŚĞĂƉƉůŝĐĂŶƚΖƐĞŶŐŝŶĞĞƌĂŶĚĂƉƉƌŽǀĞĚďLJƚŚĞDistrict Engineer. ŽŶĚŚŽůĚůĞƚƚĞƌƌĞƋƵŝƌĞĚĨŽƌĨŽƌŵƵŶŝĐŝƉĂůŝƚŝĞƐ͕
ĐŚƵƌĐŚĞƐ͕ĂŶĚƐĐŚŽŽůƐ͘See pages 101-105 in the Policies and ProceduresforAccommodatingUtilities on Highway
Rights of Way for acceptable bond types
Ě͘Radius Encroachment Letter (if applicable)
If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required
Ğ͘Hold Harmless Letter (if applicable)
If the Wermit is within ƚŚĞůŝŵŝƚƐŽĨĂŶ active NCDOT project, a Hold Harmless letter from the NCDOT contractorwill
be required͘/ĨƚŚĞƉƌŽũĞĐƚŝƐŝŶƉƌĞĐŽŶƐƚƌƵĐƚŝŽŶ͕ĐŽŽƌĚŝŶĂƚĞǁŝƚŚƚŚĞĞƉĂƌƚŵĞŶƚΖƐWƌŽũĞĐƚĞǀĞůŽƉŵĞŶƚhŶŝƚ
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
ϭͿ Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown
ϮͿ North arrow, vicinity map, date of plan, and date of most-recent revision if applicable
ϯͿ Contact information of applicant and engineer, including mailing address, phone number, and email address
ϰͿ Show Zͬt lines, highway control of access, and property lines
ϱͿ All existing utilities (including handholes) and easements
ϲͿ Rͬt width
ϳͿ Existing posted speed limit(s) and design speed limit(s)
ϴͿ Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of
the property lines of the proposed development
ϵͿ Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any
other relevant transportation facilities in the development area
ϭϬͿ Include a plan sheet showing full site build-out and land use
ϭϭͿ Buildings shown with “gross leasable area”
ϭϮͿ Width of property frontage
ϭϯͿ Distance from Rͬt to buildings and gasoline service islands
ϭϰͿ Distance from Rͬt to existing/proposed ĚŐĞŽĨWĂǀĞŵĞŶƚ; KWͿ (pages 32 & 34)
ϭϱͿ 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
ϭͿ WƌŽǀŝĚĞĐŽŵƉƌĞŚĞŶƐŝǀĞƐƵƌǀĞLJǁŝƚŚŝŶƚŚĞĞdžŝƐƚŝŶŐZͬtŽŶďŽƚŚƐŝĚĞƐŽĨƚŚĞƌŽĂĚĨŽƌĂĚŝƐƚĂŶĐĞŽĨϱϬϬ͛ŝŶĂůů
ĚŝƌĞĐƚŝŽŶƐĨƌŽŵƚŚĞĚĞǀĞůŽƉŵĞŶƚ͛ƐƉƌŽƉĞƌƚLJůŝŶĞƐ͘WƌŽǀŝĚĞĂĚĚŝƚŝŽŶĂůŚLJĚƌĂƵůŝĐƐƵƌǀĞLJĚĂƚĂƚŽƚŚĞŶĞĂƌĞƐƚƐƚŽƌŵ
ǁĂƚĞƌŝŶůĞƚͬŽƵƚůĞƚŝŶĐůƵĚŝŶŐĚŝƚĐŚůŝŶĞƐĂŶĚƐƚŽƌŵǁĂƚĞƌƉŝƉĞƐ͕ŝĨůŽĐĂƚĞĚŽƵƚƐŝĚĞŽĨƚŚĞϱϬϬΖĚŝƐƚĂŶĐĞ͘
ϮͿ Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways
ϯͿ All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximumͮǁŝƚŚŝƐůĂŶĚ͗ϭϰΖ
ŝŶŐƌĞƐƐ͕ϭϴΖĞŐƌĞƐƐ) (pageƐϱϬΘϳϳ)
ϰͿ ƌŝǀĞǁĂLJWƌŽĨŝůĞͲ/ŶƐŚŽƵůĚĞƌƐĞĐƚŝŽŶƐ͕ŵaintain minimum 2% fall from edge of travel way for required
shoulder width ĚŝƐƚĂŶĐĞWƌŝŵĂƌLJ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌLJ͗ϲ͛ŵŝŶŝŵƵŵ
ϱͿ 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)Ͳ;ƐĞĞĂƚƚĂĐŚĞĚͿ
In shoulder sections, show grades at the KW and centerline
ϲͿ No curbing is allowed within NCDOT RͬW along shoulder sections except as part of a driveway island(page 31)
ϳͿ 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)
ϴͿ Driveway Wrofile (pages 42- 43)
Y N n/a Y N n/a
පප පපප ප
Y N n/a Y N n/a
Y N n/a Y N n/a
Section 3: Driveway Plan Requirements (continued)
ϵͿ Driveway Pavement Cross Section (to be in place from KW to edge of RͬW)
Asphalt: 8” ABC stone and 1.5” S9.5
Concrete: 6” of concrete
ϭϬͿ Driveway Offset (driveway KW to property line; page 75): Minimum: 20’
ϭϭ)Corner Clearance (radius point to radius point; page 52) Minimum: 50’ Desirable: 100’ or DƵŶŝĐŝƉĂů std.
ϭϮͿ Minimum 10’x70’ sight triangles at driveways (measured from and along the Zͬt line) (page 31)
ϭϯͿ Sight Distance (ůength of sight-distance in both directions shown for each driveway; pages 27-29)
ϭϰͿ Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41)
ϭϱͿ Distance between driveways being requested (if applicable; page 51)
ϭϲͿ Minimum internal storage areasǁŝƚŚƐƉĞĐŝĨŝĞĚƋƵĞƵĞƐ (pages 31-33)
ϭϳͿ Minimum protected driveway stem(s) provided and indicated (pages 33-34)
ϭϴͿ Indicate any gated entrances (100’ minimum setback from RͬW required)ͲƚƌĂĨĨŝĐƋƵĞƵŝŶŐƐƚƵĚLJŵĂLJďĞƌĞƋƵŝƌĞĚ
|
Section ϲ: Roadway
Plan Requirements
If off-site improvements are required, roadway plans shall show, at a minimum, the items below
ϭͿ Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway)
ϮͿ 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
x Primary Routes (US & NC) and Secondary Routes with ŶŶƵĂůǀĞƌĂŐĞĂŝůLJdƌĂĨĨŝĐ;AADTͿшϭϬ,000
5͘ϱ” B25.0, 3” I19.0, ϭ͘ϱ” S9.5; any overlay of existing pavement is to be a minimum of 1.5” S9.5
x Secondary Routes with AADT<ϭϬ,000
5͘ϱ” B25.0, ϭ͘ϱ” Sϵ͘ϱ; any overlay of existing pavement is to be a minimum of 1.5” Sϵ͘ϱ
ϯͿ Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary
The grinding of pavement markings will not be allowed
ϰͿ Shoulder Widths (Paved + Unpaved)WƌŝŵĂƌLJ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌLJ͗ϲ͛ŵŝŶŝŵƵŵ
ϱͿ ŝƚĐŚ^ůŽƉĞƐͲĨƌŽŶƚĂŶĚďĂĐŬƐůŽƉĞƐͲŵŝŶŝŵƵŵϯ͗ϭŽƌĨůĂƚƚĞƌ
ϲͿ Indicate existing roadway grade
ϳͿ All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page78)
ϴͿ 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
ϵͿ Pavement markingĂŶĚƐŝŐŶŝŶŐ planƐ ĂƌĞƌĞƋƵŝƌĞĚͲplans must be approved by Division Traffic Services
ϭϬͿ dƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐĂƌĞƌĞƋƵŝƌĞĚͲĞƚĂŝůĞĚƉŚĂƐŝŶŐƉůĂŶƐŵĂLJďĞƌĞƋƵŝƌĞĚďĂƐĞĚŽŶƉƌŽũĞĐƚƚLJƉĞĂŶĚůŽĐĂƚŝŽŶ
ϭϭͿ EĞǁĂŶĚͬŽƌƌĞǀŝƐĞĚƐŝŐŶĂůƉůĂŶƐŵƵƐƚďĞŝŶĐůƵĚĞĚĨŽƌŶĞǁŝŶƐƚĂůůĂƚŝŽŶƐĂŶĚŝĨƐŝŐŶĂůŵŽĚŝĨŝĐĂƚŝŽŶƐĂƌĞƌĞƋƵŝƌĞĚ
ůůsignal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. ATraffic
Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-ϮϮϬϬ.
|
Section ϰ: Drainag e Requirements
All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below
Section ϱ: Internal Circ ulation Requirements
|All internal circulation details shall adhere to, at a minimum, the items listed below
ϭͿ Interior driveway channelization stems
Minimum 100’ from the RKW or at the discretion of the District Engineer
ϮͿ Traffic flow pattern
ϯͿ Traffic control devices
ϰͿ 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
ϭͿ Pipe Cover Minimums (measured from top of pipe to subgrade)
High Density Polyethylene (HDPE): Ϯϰ” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12”
ϮͿ WŝƉĞ ŶĚdƌĞĂƚŵĞŶƚ;ƐĞĞZŽĂĚǁĂLJĞƐŝŐŶDĂŶƵĂůϱͲϮϬ͕ͲϮͿ
WŝƉĞƐчϮϰΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂLJƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞWĂƌĂůůĞůWŝƉĞ ŶĚ^ĞĐƚŝŽŶƐ^ĞĞϯϭϬ͘ϬϮĂŶĚ
ϯϭϬ͘ϬϰŽĨƚŚĞZŽĂĚǁĂLJ^ƚĂŶĚĂƌĚƌĂǁŝŶŐƐĨŽƌĚĞƚĂŝůƐ
WŝƉĞƐхϯϬΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂLJƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞŐƵĂƌĚƌĂŝů
WŝƉĞƐшϯϲΗƌĞƋƵŝƌĞĂŶĞŶĚǁĂůůŽŶƚŚĞŝŶůĞƚĞŶĚ
ϯͿ ůůƉƌŽƉŽƐĞĚƌĂŝŶĂŐĞŝƐƚŽďĞƉƌŽǀŝĚĞĚŝŶƐŝĚĞĞdžŝƐƚŝŶŐZͬt͘KƚŚĞƌǁŝƐĞ͕ĂĚĚŝƚŝŽŶĂůZͬtŽƌĂƉĞƌŵĂŶĞŶƚůLJ
ĚĞĚŝĐĂƚĞĚĚƌĂŝŶĂŐĞĞĂƐĞŵĞŶƚǁŝůůďĞƌĞƋƵŝƌĞĚƚŽĂĐĐŽŵŵŽĚĂƚĞƚŚĞƉƌŽƉŽƐĞĚƉƌŽũĞĐƚĚƌĂŝŶĂŐĞ
ϰͿ All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown
;ƐĞĞ^ĞĐ͘ϯηϭĨŽƌƐƵƌǀĞLJƌĞƋƵŝƌĞŵĞŶƚƐͿ
ϱͿ Provide spot elevations along frontage of driveway (at EKW and centerline)
ϲͿ Provide grades and spot elevations for existing and proposed ditches
ϳͿ Show how drainage will be accommodated along property frontage
(District Engineer may require applicant to provide drainage calculations whĞŶǁĂƌƌĂŶƚĞĚͿ
Harris Teeter Expansion – 5920 Carolina Beach Road – TRC Review
Page | 1
To: Brad Schuler, Paramounte Engineering – bschuler@paramounte-eng.com
From: Robert Farrell, Development Review Supervisor
Date: June 5th TRC Review
PID#: R04400-001-006-000
Egov# SITECN-24-000017
Subject: Middle Sound West – Commercial infrastructure for future development
The following comments have been received for the June 5th, 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, Robert Farrell 910-798-7164
1. General Comments
a. Zoning is B-2
2. UDO Section 5.1, Parking and Loading
a. There is an opportunity to reduce the total parking depending on the actual size of the
seating area in the restaurant.
b. Will all the commercial buildings remain on the same parcel of land? If the parcels are
split, a shared parking agreement may be required.
3. UDO Section 5.3, Tree Retention
a. Tree Removal Permit for this site has already been approved and trees removed from
project area.
4. UDO Section 5.4, Landscaping and Buffering
a. Plan states ‘typical’ landscaping provided to meet ordinance requirements.
b. A landscaping plan will be required before site plan approval can be granted for
construction of each building.
c. Landscaping may also be bonded.
Middle Sound West Commercial - TRC Review
Page | 2
5. UDO Section 5.5, Lighting
a. A lighting plan will be required before the Certificate of Occupancy is issued for any
structure.
b. A full lighting plan for the development is recommended.
6. UDO Section 5.6, Signs
a. Plan states signs will comply with Section 5.6 of the UDO.
b. Sign permits will need to be submitted and approved separately through COAST before
installation.
7. UDO Section 5.7, Conservation Resources
a. While the New Hanover County Conservation Resource Overlay map indicates Pocosin
wetlands may be present on the site, the New Hanover County soils map shows there are
no Class IV soils on the property.
b. Conservation Resource standards do not apply.
NHC Fire Services, David Stone 910-798-7458
Required for Plan Review Submittal
1. The complete TRC/Site plans comments from New Hanover County Fire staff shall be submitted
along with the building plans for review to New Hanover County Building Safety. This shall include
the complete set of civil plans. Failure to submit the comments or complete set of civil plans will
result in a resubmittal for review for verification of compliance.
2. Per NCFC 507.1, Provide an Engineered fire flow analysis report in accordance with the fire code
and Appendix B to include pertinent information. Fire flow test shall be conducted in accordance
with NFPA 291 and NCFC 507.4.
3. All new structures larger than 7,500 square feet must comply with Section 510 of the NC Fire code.
An Emergency Responder Radio Coverage (ERRC) survey must be conducted, and results given to
the Building Safety Fire Plan Reviewer. All buildings that are more than one story, underground,
windowless or buildings with a basement must complete an ERRC survey. (It is highly
recommended that a pre-construction survey be conducted, however a pre-construction survey
is not required).
4. Street and road signs are required, temporary signs during construction are acceptable as long as
they are legible and weather resistant. (Chapter 5).
5. Key Boxes (KNOX Boxes)
• Required if the structure is required to have a fire alarm system or automatic sprinkler
system.
• Knox Box required at front (main) entrance, above eye level. Larger facilities may require
more than one.
• The customer may order online from Knox.
6. Premises identification is required. Address and or unit numbers are required on the street side
as well as unit identification on rear access doors. Letters and Numbers shall not be less than 6
inches tall and ¾ inches wide; must be weather resistant and contrasting in color to their
Middle Sound West Commercial - TRC Review
Page | 3
background. (Chapter 5). Buildings constructed under the 2018 code shall require additional
signage per Appendix J.
7. Rooms containing controls for HVAC, fire sprinkler risers, fire alarm control panels, or other fire
detection/protection equipment must be identified with signage (Chapter 5).
8. Generator and solar installations shall be in accordance with Chapter 6.
9. Fire Hydrants
• All fire hydrants shall have a 5 ¼ inch barrel, a 5 ¼ inch valve opening, two 2 ½ inch NST
side discharges and a 5 inch pumper nozzle with a 5 inch STORZ connection. Further
information on the technical specifications is available from the fire code official or Cape
Fear Public Utility Authority.
• 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.
• 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.
• Fire hydrants in mixed use and commercial areas shall be installed so that all insured
properties are within 250 feet of a hydrant (hydrant spacing approximately 500 feet apart
along fire apparatus access roads and preferably located at intersections when possible).
• Fire hydrants for industrial and manufacturing areas shall be installed so that all structures
are within 250 feet of a fire hydrant; distances may be adjusted more or less based on
approval of the fire code official and based on the hazards present.
• Additional fire hydrants may be required by the fire code official based on the type of
hazard or use of the protected structure. (Appendix C)
• Fire hydrants should be located 50 feet or more from the structure they protect.
10. Fire Department Connections (FDC)
• Fire Department connections shall utilize 5-inch Storz connections with a 30 degree down
angle. Remote FDC’s are discouraged.
• A fire hydrant shall be located no less than 50 feet from the structure and no greater than
100 feet from the fire department connection. For buildings with multiple fire department
connections, each one shall have a dedicated fire hydrant.
• The fire department connection shall be located so that the fire apparatus and the hoses
connecting it to the fire hydrant and to the fire department connection do not obstruct
access to the buildings for other fire apparatus.
• Fire department connections shall not be obstructed by fences, bushes, dumpsters,
utilities, or vehicles.
• Fire department connections are to be unobstructed with 36 inches clearance to both
sides and 78 inches vertically.
Middle Sound West Commercial - TRC Review
Page | 4
• An audible/visual device indicating water flow or fire alarm activation shall be located
above the fire department connection.
• The fire department connection shall be labeled with code compliant signage indicating
the type of connection and where more than one fire department connection exists
additional signage is required to indicate the area protected.
11. Sprinkler Systems will require a separate permit and review submittal.
12. Fire Alarm Systems will require a separate permit and review submittal.
13. Fire Alarm Systems that monitor a sprinkler system are required to be UL certificated and shall
provide a UL runner service capable of responding with two hours per NFPA 72 2013 A.7.5.8
14. Underground fire lines require a separate permit and review submittal.
15. If an ERRCS is required it will require a separate permit and review submittal.
16. A Fire Final is required for all permits.
17. All permits must be issued prior to the work starting.
NHC Engineering, Galen Jamison 910-798-7072
1. A revision to the stormwater permit (STMW-22-0043) issued by the County is required for this
project. Please submit for permit application documents to gjamison@nhcgov.com as the design
is completed.
2. A revision to the land disturbance permit (LNDP-22-00023) issued by the County is required for
this project. Please submit for permit application documents to gjamison@nhcgov.com as the
design is completed.
3. The storm sewer connection to the existing system leading to the SCM forebay results in a
change of flow direction of greater than 90 degrees. Reconfiguration of the storm sewer system
is recommended to avoid this situation.
4. Please contact the State for the stormwater permit requirements. It is anticipated that a
modification to SW8220817 will be required.
NHC Environmental Health, Dustin Fenske 910-798-6732
1. Site plan reflects connection to public water and sewer. Proposed restaurant will need to
submit application and plans to either NHC Environmental Health Food Service Plan Review or
NC Environmental Health Plan Review Unit. This will depend if the restaurant is a franchise.
NHC Addressing, Katherine May 910-798-7443
1. Each building and suite will need an address.
2. Please contact me for address assignments following TRC approval.
Middle Sound West Commercial - TRC Review
Page | 5
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. CFPUA Plan Review will be required.
5. Meter Sizing Form required.
NCDOT, Nick Drees 910-343-3915
1. See Attached.
WMPO, Bill McDow 910-473-5130
1. See Attached.
Army Corps of Engineers, Brad Shaver 910-251-4611
1. No comment.
Comments not received at this time from:
Emergency Services & E911, Steve Still
NCDEQ, Chad Coburn
New Hanover Soil & Water, Dru Harrison
USACE, Rachel Capito
NCDEMLR, Dan Sams
DCM, Tanya Pietila
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER 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: May 23, 2028
Subject: Middle Sound West Commercial – 7241 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:
A Revised 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.
x Coordinate with the NCDOT District 3 Office for submittal requirements
(contact):
o Frank Mike: (910)-398-9110, email: fwmike@ncdot.gov
Required Roadway Improvements:
A TIA is under review, once it is approved additional comments will be provided by
NCDOT.
Refer to the NCDOT Roadway Design Manual for help with the design of any required
roadway improvements.
x Figure 8-10 Recommended Treatment for Turn Lanes (Included).
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:
No comments on the proposed site plan currently.
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANYCONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSEDEXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENTOF EXCAVATION OR DEMOLITION.
CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUMAPPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED.
CONTACT THESE UTILITIES
APRIL 2024
OWNER-DEVELOPER:
MIDDLE SOUND WEST COMMERCIAL
FRONT 7241 MARKET STREET, LLC
323 MILITARY CUTOFF ROAD
WILMINGTON, NC 28405
NEW HANOVER COUNTY, NORTH CAROLINA
MAJOR SITE PLAN
7241 MARKET STREET
PREPARED BY:
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OWNER: ROOS DINER, INC.PARCEL ID: R04400-002-036-000ZONING: B-2LAND USE: COMMERCIALDB 6501 PG 1906
OWNER: DUNNE KEVIN PAULINEPARCEL ID: R04400-002-035-000ZONING: B-2LAND USE: COMMERCIALDB 6528 PG 2704
OWNER: JGAT LLCPARCEL ID: R04400-002-034-000ZONING: B-2LAND USE: COMMERCIALDB 6550 PG 2908
OWNER: MIDDLE SOUND WEST APARTMENTS LLCPARCEL ID: R04400-001-003-000ZONING: B-2LAND USE: MIXED USEDB 6692 PG 1449
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EXISTING SITE DATAPROJECT ADDRESS: 7241 MARKET ST.PARCEL ID: R04400-001-006-000TOTAL TRACT AREA: ± 14.73 AC OR 641,639 SFZONING DISTRICT: B-2OWNER INFORMATION: FRONT 7241 MARKET STREET LLC332 MILITARY CUTOFF ROADWILMINGTON, NC 28405FLOOD INFORMATION: THIS SITE IS NOT LOCATED IN A SPECIAL FLOODHAZARD AREA AS DETERMINED BY FEMA FLOODPANEL 3720315900J, DATED APRIL 3, 2006.
DEVELOPMENT DATACOMMERCIAL SF 24,000 SF TOTALCOMBINED OFFICE/ RETAILRESTAURANT SF
BUILDING 3,200 SF
OUTDOOR SEATING 600 SF
BUILDING HEIGHT 1-2 STORIES
TOTAL BUILDING AREA (FOOTPRINT): 17,120 SFBUILDING LOT COVERAGE: 2.7% (17,120 / 641,639)DISTURBED AREA: 2.5 AC
DIMENSIONAL STANDARDS B-2
FRONT SETBACK: 25'SIDE SETBACK, STREET: 25'SIDE SETBACK, INTERIOR: N/A (B-2 ZONING)REAR SETBACK: N/A (B-2 ZONING)MAX BUILDING HEIGHT: 3 STORIES OR 50'
PARKING STANDARDSPARKING (NHC REQUIRED)OFFICE 2.5 / 1,000 SFRETAIL 2.5 / 1000 SFRESTAURANT 6 / 1,000 SF SEATING AREA
PARKING (PROVIDED)* 70 SPACES (2.6 PER 1,000 SF)
IMPERVIOUS DATAPROPOSED IMPERVIOUS AREABUILDINGS: 17,120 SFSIDEWALKS: 5,720 SFPARKING / DRIVEWAYS:35,020 SFTOTAL: 57,860 SF
GENERAL NOTES1. ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITHSECTION 5.6 OF THE UDO.2. NO CONSERVATION AREAS EXIST ON THE SITE.
3. NO WETLANDS EXIST ON THE SITE.
WASTE DISPOSALWASTE DISPOSAL WILL BE PROVIDED WITH A CENTRAL DUMPSTER LOCATION. THISLOCATION HAS BEEN NOTED ON THE PLAN. ALL TRASH AND RELATED EQUIPMENT SHALLBE SCREENED FROM VIEW FROM THE PUBLIC RIGHT-OF-WAY.
UTILITY INFORMATIONCONTRACTOR SHALL INSTALL WATER AND SEWER SERVICES IN ACCORDANCE WITHCFPUA STANDARD DETAILS AND SPECIFICATIONS.
EXTERIOR LIGHTINGEXTERIOR LIGHTING SHALL COMPLY WITH SECTION 5.5 OF THE UDO.
LANDSCAPE CALCULATIONSFOUNDATION PLANTINGSREQUIRED: 1,548 SF = (516' X 25') = 12,000 X 12%PROVIDED: 1,790 SF
INTERIOR PARKING AREA
REQUIRED: 2,802 SF = (35,020 SF X 8%) = 20 TREES (1 PER 144SF)PROVIDED: 3,450 SF
STREET YARD (LENDIRE ROAD):REQUIRED: 109 LF= 2,725 SF (109 X 25)= 5 TREES & 28 SHRUBSPROVIDED: 2,725 SF
VICINITY MAP
SCALE: 1" = 1,000'NORTH
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20' AT&T EASEMENT
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PROPOSED FIRE MAIN
PROPOSED WATER SERVICE
PROPOSED SEWER SERVICE
PROPOSED STORM DRAIN
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PROPOSED STORM PIPE, TYP.
PROPOSED 8" SANITARYSEWER MAIN, TYP.
EXISTING 8" SANITARYSEWER MAIN, TYP.
EXISTING 8" FIRE & 6"DOMESTIC WATER SERVICES
PROPOSED FIRE &DOMESTIC WATER SERVICES
EXISTING 16" PUBLIC WATER MAIN
PRELIMINARYDESIGNNOT RELEASEDFORCONSTRUCTION
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: 5/24/24
Subject: 7241 Market Street, Middle Sound Commercial Fire Station
Comments:
• Site access subject to NCDOT review.
• The site application mentions a prior TIA, (Lendire Mixed Use). This project is part of the
Lendire Commercial TIA. The project will be required to implement any improvements
required by this TIA.
• Provide Auto Turns Movements for Delivery, Trash and Fire and Rescue Vehicles
entering and exiting the site.
• Please ensure the parking lot does not exceed the maximum distance for emergency
vehicle turnarounds.
• The site roads do not have sidewalks along the frontage of the commercial building and
the roundabout. Please consider adding sidewalks in these areas.
NCDOT Projects:
TIP Projects in the Area: U-4751 Military Cutoff Road Extension
U-4902 Market Street Widening Project
WMPO 2045 Projects: N/A
New Hanover County CTP: N/A
TIA: The Lendire Commercial TIA is under review. The project will be required to
implement any improvements required by the Lendire Commercial TIA.
Land Use (ITE Code) Intensity 24 Hour
Volumes
AM Peak
Hour Trips
PM Peak
Hour Trips
Strip Retail, (<40 KSF) (822) 24,000 SF 1,307 57 158
High Turnover Sit-Down, (932) 3,200 SF 343 31 29