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7-3-2024 TRC Agenda Full1 TECHNICAL REVIEW COMMITTEE AGENDA July 3rd, 2024 New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, July 3, 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: North Kerr Industrial Park Lot 11 – Commercial Site Plan – SITECN-24-000025 Request by Anthony Johnson with Timeless Capital Investments (tony@timelesspropertiescc.com) for an office warehouse in the North Kerr Industrial Park. The site is 1.05 acres and is zoned I-2, located at 2944 Orville Wright Way. The engineer is John Tunstall with Norris & Tunstall (jtunstall@ntengineers.com). The case planner is Zach Dickerson (zdickerson@nhcgov.com, 910-798-7450). Item 2: NHC Fire Station Gordon Rd – Commercial Site Plan – SITECN-24-000026 Request by Kevin Caison with New Hanover County Facilities Management (kcaison@nhcgov.com) for a new fire station on Gordon Rd. The site is 2.77 acres and is zoned R-15, located at 4812 Gordon Road. The engineer is Will Altman with Timmons Group (William.altman@timmons.com). The case planner is Zach Dickerson (zdickerson@nhcgov.com, 910-798-7450) Item 3: Wilmington Trade Center Hwy 421 – Commercial Site Plan – SITECN-24-000027 Request by Brian Beaver and Chris Norvell with the WTC Land Company LLC (bbeaver@edgewater- ventures.com, cnorvell@edgewater-ventures.com) for a warehousing and manufacturing facility on Hwy 421. The site is 187 acres and is zoned I-2, located at 3930 US Hwy 421. The engineer is Jeremy Blair with Paramounte Engineering (jblair@paramounte-eng.com). The case planner is Zach Dickerson (zdickerson@nhcgov.com, 910-798-7450) Item 4: Seabreeze Townhomes – Major Subdivision – SUBPP-24-0006 Request by Wes Reynolds with SB Cottages Investment, LLC (wreynolds@mc1.biz) for 46 townhomes. The site is 7.65 acres and is zoned (CZD) R-5, located at 7641 Carolina Beach Road. The engineer is Jennifer Williams with Nichols Engineering PLLC (jenn@nicholsengpllc.com). The case planner is Robert Farrell (rfarrell@nhcgov.com, 910-798-7164). Item 5: Sea Lilly – Major Subdivision – SUBPP-24-0007 Request by Sea Lilly for a 5 lot subdivision. The site is 8.95 acres and is zoned R-15, located at 7411 Sea Lilly Lane. The engineer is Phil Tripp with Tripp Engineering (ptripp@trippengineering.com). The case planner is Amy Doss (adoss@nhcgov.com, 910-798-7571). Office/Warehouse – 2944 Orville Wright Way – TRC Review Page | 1 To: Anthony Johnson, Timeless Capital Investments, LLC, tony@timelesspropertiescc.com Amy Norris, Norris & Tunstall, anorris@ntengineers.com From: Zach Dickerson, Senior Planner Date: July 3 2024 TRC Review PID#: R03400-001-070-000 Egov# SITECN-24-000025 Subject: 2944 Orville Wright Way – Lot 11 NKIP - TRC Review The following comments have been received for the July 3, 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, Zach Dickerson 910-798-7450 1. General Comments (if applicable) a. Site is zoned I-2. b. Proposed use is 12,000 sf office and warehouse space, use is permitted by-right in this zoning district. 2. UDO Section 5.1, Parking and Loading a. The site data table lists offices as part of the uses for this development. b. Offices require 2.5 parking spaces / 1,000 sf i. How much of the buildings will be used for office space? Please illustrate or note on site plans. c. This may result in an increase of parking required, since the parking was calculated based on warehousing uses, which only require 1.5 spaces / 1,000 sf d. Recommend rotating the 9’ width measurement for the parking space typ 90° clockwise so it aligns with the other measurements on the sheet. e. Are loading bays proposed for this development? If so, please label them on the site plan. Office/Warehouse – 2944 Orville Wright Way – TRC Review Page | 2 3. UDO Section 5.2, Traffic, Access and Connectivity a. Please show sight triangles on the landscape plan and ensure there are no plantings in the triangle. 4. UDO Section 5.3, Tree Retention a. Several of the trees on site will require a Tree Removal Permit to remove, please apply for a Tree Removal Permit. b. Please reference UDO Section 5.3 for Tree Retention Standards. 5. UDO Section 5.4, Landscaping and Buffering a. Please detail on a landscape plan the types and number of trees/shrubs in the street yard. i. Given the 10’ drainage and utility easement that goes across the “front” of the site, please clarify if street yard can be planted in that easement. b. Foundation plantings look good. c. Please detail parking lot landscaping. d. Please confirm that 15 trees are being planted or retained per acre on the site. e. Please detail dumpster screening. 6. UDO Section 5.5, Lighting a. Is any new lighting proposed for the site? 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. c. If there is new lighting proposed for the site, please send over lighting plan when available for review and approval. 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 Office/Warehouse – 2944 Orville Wright Way – TRC Review Page | 3 a. Per the New Hanover County Conservation Resource Overlay map, there is a very small amount of Pocosin on the site. However, it does not meet the minimum 5 acre of resource on the site to trigger the requirements. NHC Fire Services, Ray Griswold 910-798-7448 1. Fire Final Required 2. Portable Fire Extinguishers required. 3. Street address required along with appropriate unit numbers. 4. No storage over 12 foot high, unless permitted through this office. NHC Engineering, Galen Jamison 910-798-7072 1. A land disturbing and a stormwater permit issued by the County are required for this project. Please digitally 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. 2. Per the current NHC records, the State permit SW8 960411 indicates a BUA allocation of 36,370, however the site plan indicates a proposed BUA of 36,477 SF which will result in a major medication. Is this correct? 3. Please contact the State for the stormwater permit modification requirements. It is assumed a minor modification to permit SW8 960411 will be required. NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site plan reflects connection to public water and sewer. Surrounding properties all appear to be on public water and sewer. 2. No septic system or well records are on file for Orville Wright Way. NHC Addressing, Katherine May 910-798-7443 1. Each suite will need an individual address. 2. Please contact me for address assignments following TRC approval. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan review required by CFPUA. Office/Warehouse – 2944 Orville Wright Way – TRC Review Page | 4 3. 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. 4. CFPUA water and sewer available. 5. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 6. 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. 7. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the Authority. NCDOT, Nick Drees 910-343-3915 1. Please see attachment. WMPO, Scott James 910-473-5130 1. Comments forthcoming. Army Corps of Engineers, Brad Shaver 910-251-4611 1. No comments. 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: June 13, 2024 Subject: Lot 11 – 2944 Orville Wright Way ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx NCDOT Driveway Permit: An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. x Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). x It is recommended that you reach out to the NCDOT District Office prior to submitting plans to avoid a redesign of the proposed utilities. x Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist 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 Site Plan Comments: Include the NCDOT Standard Drawings (2024) that are applicable to the development. Sight Triangles and Sight Distance: x Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. x Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Driveway Pipe: x It is recommended that an 18” pipe is used versus a 15” pipe. x Use parallel pipe end sections (310.02) versus the proposed flared end sections. You can coordinate with the district office with any questions 910-398-9100. NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal 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 WŝƉĞŶĚdƌĞĂƚŵĞŶƚ;ƐĞĞZŽĂĚǁĂǇĞƐŝŐŶDĂŶƵĂůϱͲϮϬ͕ͲϮͿ WŝƉĞƐчϮϰΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂǇƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞWĂƌĂůůĞůWŝƉĞŶĚ^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 NHC Gordon Road Fire Station – 4812 Gordon Road – TRC Review Page | 1 To: Kevin Caison, New Hanover County Facilities Management, kcaison@nhcgov.com From: Zach Dickerson, Senior Planner Date: July 3, 2024 PID#: R04300-008-002-000 Egov# SITECN-24-000026 Subject: 4812 Gordon Road – NHC Fire Station - TRC Review The following comments have been received for the July 3, 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, Zach Dickerson 910-798-7450 1. General Comments (if applicable) a. Zoning is R-15, Use of Emergency Services Facility, use is permitted by-right b. Proposed use is 14,461 sf of Emergency Services Facility 2. UDO Section 5.1, Parking and Loading a. Emergency Services Facility requires 2.5 parking spaces / 1,000 sf (noted on site plan) b. Our UDO rounds down from the whole number, so the math would be 14 x 2.5 = 35 spaces. c. At any rate, the parking provided is in excess of minimum requirements. 3. UDO Section 5.2, Traffic, Access and Connectivity a. Please show sight triangles at site access. 4. UDO Section 5.3, Tree Retention a. It appears that there will be trees removed for this site. b. Please apply for a Tree Removal Permit, please refer to UDO Section 5.3 for Tree Removal standards. NHC Gordon Road Fire Station – 4812 Gordon Road – TRC Review Page | 2 5. UDO Section 5.4, Landscaping and Buffering a. Transitional buffer option 3 only has to be 10’ in width (min. setback is 20’, 50% of 20’) b. Is transitional buffer option 1 used on the west and south-facing portions of the site? c. 15 trees/acre requirement is met, thanks! d. Foundation plantings are required along this portion of the building as well: 6. UDO Section 5.5, Lighting a. Lighting plan is approved. 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. Per the New Hanover County Conservation Resource Overlay map, there is a small amount of Pocosin on the site. However, it does not meet the minimum 5 acre of resource on the site to trigger the requirements. NHC Gordon Road Fire Station – 4812 Gordon Road – TRC Review Page | 3 NHC Fire Services, David Stone 910-798-7458 1. The complete TRC/Site plans comments from New Hanover County Fire staff shall be submitted along with the building plans for review to New Hanover County Building Safety. This shall include the complete set of civil plans. Failure to submit the comments or complete set of civil plans will result in a resubmittal for review for verification of compliance. 2. 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). 3. Street and road signs are required, temporary signs during construction are acceptable as long as they are legible and weather resistant. (Chapter 5). 4. Key Boxes (KNOX Boxes) 5. Required if the structure is required to have a fire alarm system or automatic sprinkler system. 6. Knox Box required at front (main) entrance, above eye level. Larger facilities may require more than one. 7. The customer may order online from Knox. 8. 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 background. (Chapter 5). Buildings constructed under the 2018 code shall require additional signage per Appendix J. 9. 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). 10. Fire Command Centers are required for high rise occupancies (Chapters 5 and 9) 11. Generator and solar installations shall be in accordance with Chapter 6. 12. Fire Hydrants 13. 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. 14. 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 NHC Gordon Road Fire Station – 4812 Gordon Road – TRC Review Page | 4 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. 15. 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. 16. 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). 17. 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. 18. 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) 19. Fire hydrants should be located 50 feet or more from the structure they protect. 20. Fire Department Connections (FDC) 21. Fire Department connections shall utilize 5-inch Storz connections with a 30 degree down angle. Remote FDC’s are discouraged. 22. 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. 23. 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. 24. Fire department connections shall not be obstructed by fences, bushes, dumpsters, utilities or vehicles. 25. Fire department connections are to be unobstructed with 36 inches clearance to both sides and 78 inches vertically. 26. An audible/visual device indicating water flow or fire alarm activation shall be located above the fire department connection. 27. 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. NHC Gordon Road Fire Station – 4812 Gordon Road – TRC Review Page | 5 28. The fire alarm, sprinkler system, any hood systems, and if required, the ERRC system will require separate permits and reviews. NHC Engineering, Galen Jamison 910-798-7072 1. A stormwater permit issued by the County is required for this project. Please digitally 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. 2. The erosion control permitting will be issued by NC DEQ DEMLR. Please submit for permit as the design is completed. 3. Will the entrance roadway off Gordon Road be designated as a public ROW? If not, the offsite drainage coming from the west that will be routed through the site via a culvert shall be placed in a public drainage easement sized in accordance with NHC Stormwater Manual. Construction within this offsite drainage conveyance measure that will be maintained by the county will need to be observed during construction by Stormwater Services and a turnover meeting scheduled once the system is ready to be conveyed to the county. Please add a plan note to ensure county construction observation and a turnover meeting occurs. Note, should the applicant elect to maintain the conveyance measures themselves, the POA covenants shall indicate the operation and maintenance roles and responsibilities for the conveyance measure. If so, it is assumed the O&M responsibility of the culvert will fall to the DOT. 4. Please contact the State for the stormwater permit modification requirements. NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site plan reflects connection to public water and sewer. Location of this parcel does not appear to affect any surrounding properties’ well or septic systems. NHC Addressing, Katherine May 910-798-7443 1. Please 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. 3. 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. 4. Project has been submitted for CFPUA plan review. 5. CFPUA water is available. 6. CFPUA sewer available via a forcemain extension. 7. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). NHC Gordon Road Fire Station – 4812 Gordon Road – TRC Review Page | 6 8. 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. 9. 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. Since the fire station is connecting to a future subdivision road, this may need further discussions. WMPO, Scott James 910-473-5130 1. Comments forthcoming. Army Corps of Engineers, Brad Shaver 910-251-4611 1. The ACOE is currently processing a nationwide permit for this tract. 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 3930 N. US Hwy 421 – Wilmington Trade Center – Commercial Site Plan – TRC Review Page | 1 To: Brian Beaver of WTC Land Company, LLC; bbeaver@edgewater-ventures.com; Chris Norvell of WTC Land Company, LLC; cnorvell@edgewater-ventures.com Brad Schuler of Paramounte Engineering; bschuler@paramounte-eng.com; Jeremy Blair of Paramounte Engineering; jblair@paramounte-eng.com From: Wendell E. Biddle & Zach Dickerson Development Review Associate Planner Date: July 3rd, 2024, TRC Review PID#: R02400-001-037-000 Egov# SITECN-24-000027 Subject: 3930 N. US Hwy 421 – Warehousing/Manufacturing – Commercial Site Plan – TRC Review The following comments have been received for the July 3rd, 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 & Zach Dickerson 1. General Comments – a. The scope of work is listed as ‘warehousing’ and ‘manufacturing.’ Please detail the specifics of the proposed manufacturing and how much of the site is dedicated to warehousing vs manufacturing. Also, please detail if there will be associated outdoor storage. b. The scope of this TRC review is for buildings 4 & 7. c. The proposed site plan is for two structures, each of which are to be 152,880 square feet. Please detail what these structures are to serve as. d. Please detail the existing total and the percentage increase of impervious ground cover proposed. 3930 N. US Hwy 421 – Wilmington Trade Center – Commercial Site Plan – TRC Review Page | 2 2. UDO Section 5.1 Parking and Loading a. Parking for warehousing is prescribed 1.5 units per 1,000 square feet of development. At a total of 305,760 square feet of proposed development, a total of 459 spaces are required for parking. b. Please provide the details of the proposed Alternative Parking Plan in accordance with UOD Section 5.1.3. c. Please detail type of manufacturing proposed and the square footage dedicated to it to detail minimum parking requirements necessary. d. Please detail loading berth quantity, locations, and dimensions. 3. UDO Section 5.2 Traffic, Access, and Connectivity a. Please show sight triangles at site access, preferably on landscape plan so we can ensure there are no plantings in the triangle. 4. UDO Section 5.3 Tree Retention a. The plot sampling methodology used is not exactly what is recommended in our manual, but it does sample at least 10% of the area which is recommended by the manual. b. This is something that I think we can iron out, but we’ll need to have a discussion about this, either during TRC or offline. c. Please note that properties along the US Hwy 421 corridor are not required to mitigate Significant & Specimen Trees within the development envelope of a project as long as existing tree coverage outside the development envelope is retained in accordance with Table 5.3.7.E in the UDO. d. It appears that the majority of the site is planned to be developed, but there may be some areas in which trees can be retained, potentially in the northwestern portion of the site. 5. UDO Section 5.4 Landscaping and Buffering a. Please provide a landscape plan that meets the specific requirements established in the UDO Section 5.4.2 General Standards. b. Please include street yard, foundation plantings and parking lot landscaping. c. Please confirm that the landscaping plantings will meet the 15 trees planted or retained/acre requirement. 6. UDO Section 5.5 Exterior Lighting a. Please detail if there is to be any expansion or alteration of the lighted outdoor area. 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 3930 N. US Hwy 421 – Wilmington Trade Center – Commercial Site Plan – TRC Review Page | 3 in foot candles at ground level at a lot line shall not exceed the standards in Table 5.5.4.B: Maximum Illumination Levels. 7. The height of exterior light fixtures shall not exceed 25 feet. 8. 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. 9. 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. Plan review for Buildings 4 & 7. 2. Fire finals required on all permits. 3. Portable fire extinguishers required per NFPA 10. 4. Fire Sprinkler Permits required. 5. A fire hydrant shall be placed within 100 feet of the FDC for each building. 6. Add a fire hydrant at the rear left/ southern corner of Building 7. 7. Will there be a looped system with the Final Build Out? Highly recommended. 8. Separate fire pumps shall be placed at each building if required. 9. Fire Alarm permits required. 10. Multiple KNOX boxes required at each door, front & back. 11. Section 510 testing is required per the NC Fire Code. 12. An Engineered Fire Flow Analysis is required. 13. No gates allowed unless approved by this office and the TRC. 14. Please review the TRC Plan Review topics for further explanation to J Blair of Paramounte Engineering. 15. All items are to be followed if pertinent to this project. 3930 N. US Hwy 421 – Wilmington Trade Center – Commercial Site Plan – TRC Review Page | 4 NHC Engineering, Galen Jamison 910-798-7072 1. A land disturbing and a stormwater permit issued by the County are required for this project. Please digitally 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 & at https://www.nhcgov.com/249/Sediment- Erosion-Control. 2. Please clarify Access Road B location and the TIA requirements for phase 1. It does not appear that the one ingress and two egress lanes are indicated in the plans. 3. Please contact the State for the stormwater permit modification requirements. It is assumed a high-density permit will be required. NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site plan reflects connection to public water and sewer. Proposed infrastructure does not violate setbacks to any adjacent properties’ well and septic systems. NHC Addressing, Katherine May 910-798-7443 1. Each building will need an individual address. 2. Please contact me for address assignments following TRC approval. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan review required by CFPUA. 3. 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. 4. CFPUA water is available. 5. CFPUA sewer available via a forcemain extension. 6. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 7. 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. 8. 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 3930 N. US Hwy 421 – Wilmington Trade Center – Commercial Site Plan – TRC Review Page | 5 NCDOT, Nick Drees 910-398-9100 1. Please see attachment. WMPO, Scott James 910-473-5130 1. Comments forthcoming Brad Shaver USACOE Brad.E.Shaver@usace.army.mil 1. A delineation has been completed and there are no aquatic resources on this tract. 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: June 13, 2024 Subject: Wilmington Trade Center -Buildings 4&7 – 3930 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 is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. x Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). x It is recommended that you reach out to the NCDOT District Office prior to submitting plans to avoid a redesign of the proposed utilities. x Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist 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 Required Roadway Improvements: Roadway Improvements are required per the approved TIA. 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: Submit plans that include the required improvements. You can coordinate with the district office with any questions 910-398-9100. September 13, 2023 Mr. Chase Smith, PE Ramey Kemp Associates 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 RE: Approval with conditions of the Traffic Impact Analysis (TIA) associated with the proposed US 421 Industrial Park development in New Hanover County, NC. Dear Mr. Smith: The WMPO, NCDOT, and New Hanover County staff have reviewed the US 421 Industrial Park development TIA (sealed September 11, 2023). Based on the information provided and conversations held to date, it is our understanding that this development will be built in two (2) phases and consist of the following land uses: Phase 1 (build year 2024): o ITE Land Use Code 130 – 500,000 SF Industrial Park Full Build (build year 2033) o ITE Land Use Code 130 – 3,000,000 SF Industrial Park Based on review of the analysis provided in the TIA report, the following improvements are the responsibility of the developer: US 421 and I-140 EB Ramps (Existing Signalized Intersection) Phase 1 x No improvements are required. Full Build x Extend the existing eastbound I-140 Off-Ramp right turn lane to provide 300 feet of storage, and desirable full-width deceleration and taper. x Extend the northbound right turn lane on US 421 to provide 675 feet of storage, and desirable full- width deceleration and taper. Approval with conditions of the US 421 Industrial Park TIA (New Hanover County) Page 2 of 3 US 421 and I-140 WB Ramps (Existing Signalized Intersection) Phase 1 x No improvements are required. Full Build x Extend the existing westbound I-140 Off-Ramp left turn lane to provide 400 feet of storage, and desirable full-width deceleration and taper. x Extend the existing westbound I-140 Off-Ramp right turn lane to provide 300 feet of storage, and desirable full-width deceleration and taper. x Extend the existing southbound right turn lane on US 421 to provide 300 feet of full-width storage, extended back to the existing South Atlantic Services driveway access. US 421 and Existing Access (Existing Unsignalized Intersection) Phase 1 x No improvements are required. Full Build x Install a traffic signal and incorporate it into the existing closed loop system. US 421 and Access B (Proposed Signalized Intersection) Phase 1 x Install a traffic signal and incorporate it into the existing closed loop system. x Construct Access B with one ingress lane and two egress lanes, configured as a left turn lane and a thru-right lane. x Provide an internal protected stem of 250 ft as measured from the right-of-way line. x Construct a northbound right turn lane on US 421 with 100 feet of storage, and desirable full- width deceleration and taper. Full Build x Reconfigure Access B as a left turn lane and a left-thru-right lane. x Extend the northbound right turn lane on US 421 to provide 200 feet of storage, and desirable full-width deceleration and taper. If changes are made to the proposed site driveways and/or use, the current trip distribution may need to be modified and would require a revised Traffic Impact Analysis to be submitted for review by the NCDOT, WMPO, and New Hanover County, in which instance this approval would become null and void. 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 WŝƉĞŶĚdƌĞĂƚŵĞŶƚ;ƐĞĞZŽĂĚǁĂǇĞƐŝŐŶDĂŶƵĂůϱͲϮϬ͕ͲϮͿ WŝƉĞƐчϮϰΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂǇƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞWĂƌĂůůĞůWŝƉĞŶĚ^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. US H W Y 4 2 1 I-140 SUTTON L A K E R D CS X R A I L R O A D RALEIGH, NC 27612 BUILDINGS 4 & 7 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 NEW HANOVER COUNTY PLANNINGPH: 910-798-7165 ENGINEERING PH: 910-798-7139 PIEDMONT NATURAL GAS ATTN: PAUL GONKAPH: 910-251-2810 EMERGENCY DIAL 911 POLICE - FIRE - RESCUE CAPE FEAR PUBLIC UTILITY AUTHORITY (WATER & SEWER) ENGINEERING/INSPECTIONSPH: 910-332-6560 OPERATIONS/MAINTENANCE PH: 910-322-6550 DUKE ENERGY PROGRESS DISTRIBUTION CONSTRUCTION SERVICE PH: 910-256-7258DEP CSC PH: 1-800-452-2777 AT&T/BELL SOUTH ATTN: CHRISSY COSTONPH: 910-341-7664 TIME WARNER CABLEPH: 910-763-4638 NEW HANOVER COUNTY SHEET INDEX JUNE 2024 C-0.0 COVER SHEET APPROVALS:CONSULTANTS: LANDSCAPE ARCHITECT: NEW HANOVER COUNTY, NORTH CAROLINA WTC LAND COMPANY, LLC3105 GLENWOOD AVE, SUITE 105 RALEIGH, NC 27612 PARAMOUNTE ENGINEERING, INC. 122 CINEMA DRIVEWILMINGTON, NORTH CAROLINA 28403P: (910) 791-6707ATTN: JEREMY BLAIR, PE (ENGINEERING) ATTN: ALLISON ENGEBRETSON (LANDSCAPE) PARAMOUNTE ENGINEERING, INC.122 CINEMA DRIVE WILMINGTON, NORTH CAROLINA 28403P: (910) 791-6707ATTN: JOSH TAYLOR, PLS PROJECT # 22272.PE APPLICANT: ENGINEER / SURVEYOR : PREPARED BY: PR E L I M I N A R Y D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N 122 Cinema Drive Wilmington, North Carolina 28403 (910) 791-6707 (O) (910) 791-6760 (F) NC License #: C-2846 WILMINGTON TRADE CENTER SHEET NUMBER SHEET TITLE TREE SURVEYEX-B JUNE 2024 FOR TRC DESIGN DOCUMENTS 3930 US HWY 421 N WTC LAND COMPANY, LLC 3105 GLENWOOD AVE, SUITE 105 VICINITY MAP SCALE: 1" = 1,000' US H W Y 4 2 1 S H W Y 4 2 LR O A D LR O A SITE EXISTING CONDITIONSEX-A OVERALL SITE PLANC-2.0 SITE PLANC-2.1 WILMINGTON TRADE CENTER W TR WELL HEAD WELL HEAD X OHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E O H E OH E OHE OH E OH E OH E O H E OH E OH E OH E OH E OH E OH E O H E O H E O H E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E O H E O H E OH E XX X X X X X X X X X X X X X X FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFO UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UGUGUGUG FO FO FO FOOHE OHE OHE OHE OH E OHE OH E OHE OH E OHE OHE OH E OHE OH E OHE OHE OH E OHE OHE OHEOHE OHE OHE OHE UGT UGGASMARKERUGUGUGUGUGUG R 10 0 - Y R 100 - Y R 100-Y R 100 - Y R 10 0 - Y R 100- Y R 10 0 - Y R 10 0 - Y R 100 - Y R 100 - Y R 100- Y R 10 0 - Y R 100 - Y R 10 0 - Y R 100 - Y R 10 0 - Y R SEAMISTPROPERTIES LLCPARCEL 1C-RM.B. 71, PG. 367 WTC 2 PARTNERS LLCR02400-001-051-000PARCEL 1BM.B. 69, PG. 97 WTC 2 PARTNERS LLCPARCEL 1AR02400-001-041-000M.B. 69, PG. 97 BG M P R O P E R T I E S , L L C R0 2 4 0 0 - 0 0 1 - 0 0 7 DB 5 1 6 6 , P G 2 7 3 8 PB 5 1 , P G 5 4 FO FO 35 35 35 35 35 35 35 35 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 2525 25 25 25 25 25 25 25 25 25 25 2525 25 25 25 25 25 25 25 25 252525 25 25 25 25 25 25 25 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 2020 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 2020 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 15 15 15 15 15 15 15 15 15 1515 15 15 15 15 15 15 15 15 15 1515 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 1515 1515 15 15 1515 15 15 151515 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 151515 1515 15 15 15 15 15 15 15 15 15 15 1515 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 151515 15 15 15 15 15 15 1515 15 15 15 15 15 15 15 15 15 15 15 1515 15 15 15 15 1515 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 1515 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 10 10 10 10 1010 1010 10 10 10 10 10 10 10 10 10 10 10 10 MARITIME WESTDEVELOPMENT LLC.R02400-048-000D.B. 6154, PG. 2247M.B.65, PG. 3 DILLON SUPPLYCOMPANYR02400-001-050D.B. 4971, PG. 2250M.B. 71, PG. 367 3820 WILMINGTON LLCR02400-001-049D.B. 6602, PG. 1476M.B. 71, PG. 367 STEPAN COMPANYR02400-001-001D.B. 6409, PG. 186 STEPAN COMPANYR02400-001-001D.B. 6409, PG. 186 STEPAN COMPANYR02400-001-001D.B. 6409, PG. 186 18" R C P GRAVEL DRIVE DLH HOLDINGS, LLCR02400-001-061-000M.B. 71, PG. 367 DLH HOLDINGS, LLCR02400-001-062-000M.B. 71, PG. 367 DLH HOLDINGS, LLCR02400-001-063-000M.B. 71, PG. 367 8W 8W 8W 8W 8W 8W SS SS SS SSSSSSSSSSSSSSSS SS 5' WAREHOUSE100 DUMPSTER- 9 9 FM FM FM FM FM FM FM FM FM FM FM FM 12 W 12 W 12 W 12W 12W 12W 12W 12 W 12 W 12W 12W 12W 12W X PP W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMWWWWWWWWWWWWWWWWWWWWWWWWWWUGUGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUT FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUG VAN VAN TT TT VAN VAN VAN VAN VAN VAN VANVANVANVAN Seabreeze Townhomes – Major Subdivision – TRC Review Page | 1 To: Jennifer Williams, Nichols Engineering – jenn@nicholsengpllc.com From: Robert Farrell, Development Review Supervisor Date: July 3rd TRC Review PID#: R07616-003-033-000 R07616-003-004-000 R07616-003-032-000 R07616-003-003-001 R07616-000-039-000 Egov# SUBPP-24-0003 Subject: Seabreeze Cottages Preliminary Plat TRC Review The following comments have been received for the July 3, 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. Property was rezoned to a Conditional R-5 district on September 5, 2023 for a maximum of 46 dwelling units consisting of a mix of single family and attached dwelling units. b. Please include the list of required conditions as notes somewhere in the plans. The plan was approved with five (5) conditions: i. The project as shown on the submitted site plan shall be developed with water and sewer connections to a private wastewater system. Private wells and septic systems are not allowed for residential development as contemplated on the site plan. ii. As identified on the site plan, certain existing trees onsite will not be removed. iii. The zoning approval and development contemplated therein shall not impact the current and future lot owners of the following parcels, R08518-001-014-004, R08518-001-015-000, and R08518-001-015-002, right to use the access easement Seabreeze Townhomes – Major Subdivision – TRC Review Page | 2 shown on the concept plan, nor shall the zoning approval and development contemplated therein create any additional financial burden on those lot owners to contribute to the cost of maintenance for the access road. iv. The northern terminus of the access easement shall be designated for public use to allow potential future connection to and through adjoining parcels to Seabreeze Road. v. All stormwater management areas shown on the concept plan shall be required. Changes to the general shape of the basins as required by essential site improvements may be accepted administratively by Planning staff. c. To meet Condition 4 a public access easement will need to be shown at the end of the road. 2. UDO Section 5.1, Parking and Loading a. The Site Data table on C-001 states N/A for required parking. Single family dwellings require a minimum of 2 parking spaces. The preliminary plat shows the driveways for each unit. Will the driveways be sufficient to accommodate 2 vehicles or will there also be garages for vehicle storage? 3. UDO Section 5.3, Tree Retention a. Based on the tree table on page CD 101 all trees identified on site are Significant trees. Mitigation will be required for any removed trees. Mitigation can be met with additional tree planting or payment into the tree fund. b. Submit a tree removal permit application to initiate a separate tree removal permit. Tree removal is necessary before land disturbance permits may be issued. c. Please confirm that Tree T3 will be able to remain in the well site area. Seabreeze Townhomes – Major Subdivision – TRC Review Page | 3 4. UDO Section 5.4, Landscaping and Buffering a. Per UDO Section 5.4.1.A, Single family lots less than 2 acres are not required to meet landscaping requirements. 5. UDO Section 5.5, Lighting a. Are streetlights included as part of the project? b. If streetlights are proposed note a lighting plan will be required. The lighting plan is not required at time of TRC approval however will be required prior to approval of a final plat. 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. 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. New Hanover County Conservation Resource Overlay map indicates there are Pocosin conservation resources on the property however they are not underlaid by Class IV soils. Because the Pocosin resources is not underlaid with Class IV soils the Conservation Resource standards do not apply. 8. UDO Section 5.8 Open Space Requirements a. A minimum 20% open space is required for performance residential developments. b. The open space areas are highlighted on the plans however please include a note specifying the total acreage and percent open space included on project. 9. UDO Article 6, Subdivision Design and Improvements. a. Section 6.2.2.A.6.g Street Connectivity Standards requires a minimum link to node connectivity ratio of 1.40. The proposed project has 11 links and 7 nodes for a ratio of 1.57. b. Section 6.3.3.J.d requires sidewalks on both sides of the road for property developed in the R-5 district. The sidewalks should be shown and labeled on the preliminary plat. c. Are any traffic calming devices proposed as part of the project? Seabreeze Townhomes – Major Subdivision – TRC Review Page | 4 i. If traffic calming devices are proposed, they will need to be shown on the plat and reviewed by the TRC. NHC Fire Services, Sunnie Batson 910-798-7464 1. Please see attached PDF. NHC Engineering, Galen Jamison 910-798-7072 1. A land disturbing and a stormwater permit issued by the County are required for this project. Please digitally 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. 2. What are the total impacts to the existing wetlands? 3. The proposed fill at the existing tree north of parcel 46 and adjacent 8 will require tree removal and thereby not meet condition #2 of the rezoning. 4. How will the offsite drainage coming from the NE be routed through the site or is the intent to let in pond near the proposed well? Should it be routed through the site, the conveyance measures shall be placed in a public drainage easement sized in accordance with NHC Stormwater Manual. Construction within this offsite drainage conveyance measure that will be maintained by the county will need to be observed during construction by Stormwater Services and a turnover meeting scheduled once the system is ready to be conveyed to the county. Please add a plan note to ensure county construction observation and a turnover meeting occurs. Note, should the applicant elect to maintain the conveyance measures themselves, the POA covenants shall indicate the operation and maintenance roles and responsibilities for the conveyance measure. 5. Is it the intent for the offsite drainage from the SE to be routed to the SCMs? 6. Depending on subsurface investigation, the 100 year pre and post storm attenuation may be required for the site by the DOT. Therefore, it is highly recommended contact be made with the NCDOT drainage division should the discharge from the entire parcel be directed to South Seabreeze Road roadside ditch. Historical drainage patterns have the half the parcel going to Seabreeze Road and the other half going to Salt Spray Lane. 7. The resulting changes to the watershed from both offsite and onsite drainage appears to impact adjacent and downstream property owners. Therefore, and in accordance with NHC Stormwater Ordinance, Section 7.8.B, last paragraph, a stormwater impact analysis will be required for the culvert under Seabreeze Road. Please have the designer of record contact our office prior to initiating the analysis once the final proposed drainage/grading intent is determined. Seabreeze Townhomes – Major Subdivision – TRC Review Page | 5 8. The offsite utility easement to the NW should be expanded to provide stormwater conveyance to Seabreeze Road as there are no drainage conveyance measures immediately adjacent the site. 9. Please contact the State for the stormwater permit modification requirements. It is assumed a high density permit will be required NHC Environmental Health, Dustin Fenske 910-798-6732 1. Wells for old homes identified on page 3 of the submitted plans must be identified, protected and abandoned properly by a certified well driller. Proposed sewer infrastructure and storm water improvements must maintain setbacks to existing well heads for homes located on Seabreeze Rd. and Roscoe Freeman Ave. 2. Site Plan identifies a well as a water source for this development. This well must have permits issued by NC DEQ Public Water Supply Section. 3. Site plan reflects connection to a public sewer system. Sewer manholes and force mains must maintain setbacks to surrounding properties well heads. Old septic tanks for existing homes identified on page 3 of the plans must have the septic tanks pumped, crushed and filled. NHC Addressing, Katherine May 910-798-7443 1. Two street names are required. Please contact me with the street name suggestions prior to TRC approval. 2. Addresses will be assigned following TRC approval. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. There is no CFPUA water and sewer available. NCDOT, Nick Drees 910-343-3915 1. Please see attached PDF. WMPO, Scott James 910-473-5130 1. Comments forthcoming. Seabreeze Townhomes – Major Subdivision – TRC Review Page | 6 Army Corps of Engineers, Brad Shaver 910-251-4611 1. Myrtle Sound has been issued a jurisdictional determination that included non-jurisdictional wetlands and a jurisdictional stream channel. If the development makes impacts into the stream channel a permit will be necessary. Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn New Hanover Soil & Water, Dru Harrison New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County TRC Plan Review - 2018 NC Fire Code Pursuant to the North Carolina Fire Prevention Code and New Hanover County Ordinances Section 26 SUBPP-24-0006 Seabreeze Townhomes New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County Required for Plan Review Submittal • 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 Fire Marshal’s Office. 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. • Per NCFC 503.6, submit for review the details and manufacturer information for the gate across the fire department access road. • Per NCFC 507.1, Provide an Engineered fire flow analysis report in accordance with the fire code and Appendix B to include pertinent information. A fire flow test shall be conducted in accordance with NFPA 291 and NCFC 507.4. This report shall be submitted by a P.E. and include the stamp of the submitting individual on the report. Accessibility • Fire apparatus access roads are required at time of construction. They are to be capable of handling the weight of fire apparatus and be passable in all weather conditions. Fire apparatus access roads are to be a minimum of 20 feet wide (Chapter 5), unless there are fire hydrants installed along the roadway then minimum is 26 feet wide (Appendix D). The fire code official may increase this width as necessary based on potential for fire apparatus response. Dead end roads greater than 150 feet in length shall require an approved means for fire apparatus to turn around (Chapter 5 and Appendix D). Fire apparatus access roads shall provide a clear vertical clearance of 14 feet including trees, canopies, bridges, etc. (Chapter 5 requirement is 13 feet 6 inches, however AHJ requires 14 feet based on local apparatus). • Street and road signs are required, temporary signs during construction are acceptable as long as they are legible and weather resistant. (Chapter 5). • Fire apparatus access roads that access commercial buildings greater than 30 feet in height are to be a minimum of 26 feet wide, be capable of handling the weight of aerial fire apparatus (100,000 lbs.) and be passable in all weather conditions. New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County • Parking shall not be allowed on either side of the above-mentioned roadway. If roadside parking is desired the minimum road width shall be increased, contact the fire code official for further information. No Parking signs shall be a minimum of 12 inches wide and 18 inches tall. Commercial buildings shall have fire lanes marked (Chapter 5) • A secondary fire apparatus access road may be required if an impairment of a single fire apparatus access road would limit access under emergency conditions. Secondary access may also be required to facilitate evacuation during a natural or man-made disaster Chapter 5 and Appendix D). • Gates on fire apparatus access roads are discouraged due to the delay in response. If gated access is deemed necessary it shall be either staffed with personnel 24 hours per day every day, 365 days of the year or must include KNOX key bypass switch and siren activation (both). (Chapter 5). • Traffic calming devices are highly discouraged due to the delay in response. Speed bumps/humps are prohibited. Requests for other traffic calming devices must be evaluated during the Technical Review (TRC). • 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 background. (Chapter 5). Buildings constructed under the 2018 code shall require additional signage per Appendix J. Water Supply (Chapter 5 and Appendix C) • If a water supply is required for fire protection a fire hydrant system or other means approved by the fire code official must be present prior to beginning construction and be maintained operable during the construction period. (For construction, fire dept. water shuttle counts as long there is a fill site within range) • An engineered fire flow calculation indicating the available fire flow shall be submitted to the Fire Marshal’s Office during plans review. • If an approved water supply capable of supplying the required fire flow for fire protection is available, fire hydrants shall be provided. New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County • Fire Hydrants o 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. o 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. o 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. o Fire hydrants should be located 50 feet or more from the structure they protect. Construction / Demolition o All construction and demolition operations must comply with Chapter 33. 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: June 13, 2024 Subject: SB Cottages – 7641 Carolina Beach Road ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx NCDOT Driveway Permit: An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. x Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). x It is recommended that you reach out to the NCDOT District Office prior to submitting plans to avoid a redesign of the proposed utilities. x Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist 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 An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Site Plan Comments: Include/update the NCDOT Standard Drawings (2024) that are applicable to the development. Sight Triangles and Sight Distance: x Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. x Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Label the internal protection stem length for the proposed driveway connection. x Measured from the right-of-way line. The concrete curb should stop at the right od way line. You can coordinate with 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 WŝƉĞŶĚdƌĞĂƚŵĞŶƚ;ƐĞĞZŽĂĚǁĂǇĞƐŝŐŶDĂŶƵĂůϱͲϮϬ͕ͲϮͿ WŝƉĞƐчϮϰΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂǇƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞWĂƌĂůůĞůWŝƉĞŶĚ^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 © 2024 Microsoft Corporation © 2023 TomTom CAR O L I N A B E A C H R O A D U.S . 4 2 1 (PU B L I C ) VICINITY MAPNTS PROJECT SITE SITE 1"=100' RE V I S I O N DA T E NO . DATE: SCALE DRAWN: CHECKED: PROJECT NO.: SHEET: 05/28/2024 JAT ZN SB C O T T A G E S MU L T I - F A M I L Y T O W N H O M E S P R O J E C T NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A DE S I G N P L A N S 91 0 - 6 1 7 - 7 8 9 3 NC P E L i c e n s e # : 0 4 5 4 9 3 NC B E L S F i r m L i c e n s e N u m b e r : P - 2 0 0 6 h t t p : / / n i c h o l s e n g p l l c . c o m / NIC H O L S EN G I N E E R I N G , P L L C DAT A A P P R O X I M A T E D CO V E R S H E E T C-001 CLIENTSB COTTAGES INVESTMENT, LLCWES RYNOLDS - MANAGER4004 NC 55 HWYCARY, NC 27519PHONE: (919)420-7801EMAIL: WREYNOLDS@MC1.BIZ SURVEYORMICHAEL UNDERWOOD AND ASSOCIATES, PA102 CINEMA DRIVE, SUITE AWILMINGTON, NC 28403PHONE: (910) 815-0650EMAIL: MUA-OFFICE@MUA-PA.COM DESIGNERCONTACT: ZACHRY L. NICHOLS, JR.NICHOLS ENGINEERING PLLC400 CARL ST. SUITE 101, WILMINGTON, NC 28405ZACK@NICHOLSENGPLLC.COM OFFICE 910.945.9941 PARCELS R08518-001-000 (1.95 AC) R08518-001-014-004 (0.28 AC) R08518-001-014-003 (2.43 AC) R08518-001-014-001 (1.5 AC) R08518-001-014-002 (1.49 AC) SB COTTAGES NEW HANOVER COUNTY, NC for SB COTTAGES INVESTMENT, LLC PROJECT INFORMATION SITE DATA PROJECT ADDRESS TOTAL PROPERTY ACREAGE PROPERTY OWNER ZONING PROPOSED USE SETBACKS FRONT SIDE INTERIOR REAR PROPOSED STRUCTURES PROPOSED NUMBER OF BUILDINGS BUILDING SQUARE FOOTAGE BUILDING HEIGHT CONSTRUCTION TYPE BUILDING COVERAGE IMPERVIOUS COVERAGE EXISTING PROPOSED PROPOSED OFFSITE DISTURBED AREA SITE DATA PARKING ADA COMPLIANT 7641, 7645, AND 7647 CAROLINA 7.65 AC SB COTTAGES INVESTMENT, LLC 20 FT PERFORMANCE 20 FT PERFORMANCE 20 FT PERFORMANCE 46 -- -- N/A N/A N/A N/A REQUIRED PROVIDED GENERAL NOTESGENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION METHODS FROM THE LATEST EDITION OFNEW HANOVER COUNTY SPECIFICATIONS AND DETAILS. 2. ALL SITE WORK, AT A MINIMUM, SHALL BE PERFORMED IN ACCORDANCE WITH THE 2024 NCDOT ROADWAY STANDARD DRAWINGS AND STANDARD SPECIFICATIONSFOR ROADS AND STRUCTURES UNLESS OTHERWISE NOTED OR DIRECTED.3. UNDERGROUND UTILITIES MAY EXIST ON, ALONG OR WITHIN CONFLICT OF THISPROJECT. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING NC 811 OR THEAPPROPRIATE UTILITY COMPANIES PRIOR TO ANY EXCAVATION.4. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF ANYEXISTING ON SITE ITEMS AS SHOWN ON THE DEMO PLAN, ABOVE AND BELOWGROUND. THE CONTRACTOR IS ALSO RESPONSIBLE FOR REMOVAL OF ALL WASTERESULTING FROM DEMOLITION. 5. THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE PERFORMANCE OF ALL WORK IN ACCORDANCE WITH CURRENT OSHA REGULATIONS.6. THE CONTRACTOR SHALL GRADE, SEED, AND SOD OR OTHERWISE PROVIDETEMPORARY AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS.7. WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATEAND LOCAL REQUIREMENTS, NOTIFICATIONS, STANDARDS AND POLICIES.8. ANY SUBSTITUTIONS, CHANGES, OR MODIFICATIONS SHALL BE APPROVED BY THEPROJECT ENGINEER, PLANNING DEPARTMENT STAFF, AND OWNER PRIOR TOINSTALLATION/CONSTRUCTION.9. THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED SURFACE. GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING, ENDING AND AT STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO PROVIDE A PROPERTIE-IN. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED INVERTS, FFE'S, ANDFINISHED SURFACES TO ENSURE THAT MINIMUM SLOPE AND COVERREQUIREMENTS ARE PROVIDED PRIOR TO INSTALLATION.10. THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE. OFFSITEBORROW OR WASTE MAY BE REQUIRED.11. ALL PIPE INVERTS TO BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTINGGRAVITY SYSTEMS AND SHALL BE ADJUSTED BY THE ENGINEER IF NECESSARY.ALL CONCRETE PIPE SHALL BE REINFORCED CLASS III. 12. NEW SIGNS REQUIRE ZONING COMPLIANCE AND BUILDING PERMITS PER UDO. A PERMIT IS REQUIRED FOR THE SITE IDENTIFICATION SIGN. SIGN SHALL MEET NEW HANOVER COUNTY STANDARDS.13. NO ADDITIONAL OUTDOOR LIGHTING IS PROPOSED. NEW LIGHTING REQUIRESADDITIONAL PLANS AND PERMITS TO ENSURE COMPLIANCE WITH UDO. NEW HANOVER COUNTY R-5 (CZD) R-5 (CZD) 1352 SQ. FT. EACH 40' MAX N/A 62,192 SQ. FT. 120,360.9 SQ. FT. -- BEACH RD INDEX OF SHEETS C-001 COVERC-002 SHEET INDEXCD101 EXISTING CONDITIONS AND DEMOLITION PLANCS101 SITE AND DIMENSIONING PLAN CS201 PLAN AND PROFILE ALIGNMENT A CS202 PLAN AND PROFILE ALIGNMENT ACS203 PLAN AND PROFILE SEWER CONNECTIONCS204 PLAN AND PROFILE ALIGNMENT BCS205 PLAN AND PROFILE ALIGNMENT CCS206 PLAN AND PROFILE ALIGNMENT DCS207 PLAN AND PROFILE ALIGNMENT EC-501 NOTES AND DETAILSC-502 NOTES AND DETAILSC-503 NOTES AND DETAILS C-504 NOTES AND DETAILS C-505 NOTES AND DETAILS C-506 NOTES AND DETAILSC-507 NOTES AND DETAILS PROJECT SITE CA R O L I N A B E A C H R O A D U.S . 4 2 1 (P U B L I C ) 10000000000000000000000000000000000000000000000000000100001001001001001001001001001001001010010101010101010101010101010101010111111111111110 100000000000000000000000000000000000000000000000010000100100100100100100100100100100100100100100101001010101010101010101010101101111111111111 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BY 52 FT LOTSWITH 18' WIDE DRIVEWAY PROPOSED 20 FT. WIDE ACCESS ROAD WITH 2 FT. WIDEVALLEY CURB PROPOSED OPENGREENSPACE (TYP.) PROPOSED WELL ACCESSNOT OPEN SPACE PROPOSED EASEMENT SH E E T C S 2 0 1 SHE E T C S 2 0 2 SHEET C S 2 0 4 SHEET C S 2 0 5 SHE E T C S 2 0 7 SHEET PP105 SH E E T C S 2 0 6 SH E E T C S 2 0 3 TIE IN TO EXISTING SANITARYSEWER SYSTEM ATRIM=10.61'INV=1.11' RE V I S I O N DA T E NO . DATE: SCALE DRAWN: CHECKED: PROJECT NO.: SHEET: 05/28/2024 JAT ZN SB C O T T A G E S MU L T I - F A M I L Y T O W N H O M E S P R O J E C T NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A DE S I G N P L A N S 91 0 - 6 1 7 - 7 8 9 3 NC P E L i c e n s e # : 0 4 5 4 9 3 NC B E L S F i r m L i c e n s e N u m b e r : P - 2 0 0 6 h t t p : / / n i c h o l s e n g p l l c . c o m / NIC H O L S EN G I N E E R I N G , P L L C DAT A A P P R O X I M A T E D IN D E X S H E E T C-002 LEGEND 0 SCALE IN FEET 1"= 12080402040 40 N.C.GRID (NAD83 / NS RS2011)VERTICAL DATUM NAVD88 (GEOID 18) CONCRETE DRIVES AND SIDEWALKS PERVIOUS OPEN AREAS TREE TO BE SAVEDWITH DRIPLINE TREE TO BE REMOVED CA R O L I N A B E A C H R O A D U.S . 4 2 1 (P U B L I C ) 1001111111111111111111111111110110101010101010101010101010101010101010101010101010100101010101010101010101010010000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 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ANDPARKING FIRETURNAROUN D N33° 10' 34.04"E292.40' L=33.985 R=35.000 CHORD=32.7' N88° 48' 45.73"E 408.97' S14° 49' 31.04"W89.03' L=55.894R=200.000CHORD=55.7'S1 ° 1 1 ' 1 4 . 2 7 " E 25 . 7 9 ' N14° 03' 01.52"E 178.87' L=29.254R=110.000CHORD=29.2' N1° 11' 14.27"W15.15' S56° 4 8 ' 4 2 . 4 0 " E 138. 3 2 ' L=34.130 R=35.000 CHORD=32.8' N89° 03' 35.35"E 441.27'L=93.988R=60.000CHORD=84.7' S1° 11' 18.40"E35.62' S14° 49' 31.04"W 89.03' 1515' ALIGNMENT=A STATION=10+08.03 OFFSET=0.00NORTHING=115707.66EASTING=2333659.97 EEE2'2'2S1S1S1S1S""""0"0"0""000"35.62552352°111'1°1° 1°11' 1111 1 11°1 4018.40.18.40.035 6 0311184418411'11 111118 PROPOSED WELL RADIUS PROPOSED 20' WIDEACCESS ROAD 26.0' 52.0' 52.0' 26.0' 52.0' 26.0' 52.0' 18.0'16.0' 20.0' 40.0' 26.0' 52.0' 20.0' 20.0' 36.7' 37.1' 51.5' 20.0' 20.0' 20.0' 26.0' 52.0' 30.1' 12.3' 20.0' R15.0' R15.0' R10.0' R69.9' R50.0' R5.0' R15.0' R30.0' R30.0' R15.0'R15.0' R10.0' R10.0' R45.0' R25.0' R25.0' R15.0' R45.0' R25.0' R15.0' R15.0' 26.0' 52.0' 16.0' 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DATE: SCALE DRAWN: CHECKED: PROJECT NO.: SHEET: 05/28/2024 JAT ZN SB C O T T A G E S MU L T I - F A M I L Y T O W N H O M E S P R O J E C T NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A DE S I G N P L A N S 91 0 - 6 1 7 - 7 8 9 3 NC P E L i c e n s e # : 0 4 5 4 9 3 NC B E L S F i r m L i c e n s e N u m b e r : P - 2 0 0 6 h t t p : / / n i c h o l s e n g p l l c . c o m / NIC H O L S EN G I N E E R I N G , P L L C DAT A A P P R O X I M A T E D SI T E A N D DI M E N S I O N I N G P L A N CS101 LEGEND 0 SCALE IN FEET 1"= 12080402040 40 N.C.GRID (NAD83 / NS RS2011)VERTICAL DATUM NAVD88 (GEOID 18) PERFORMANCE BUFFER ROAD CENTERLINE DRIVEWAY GREEN SPACE NOTES TOTAL PROPOSED IMPERVIOUS = 128,360.9 SQ. FT. TOTAL PROPOSED PERVIOUS = 208,542.6 SQ. FT. MA T C H L I N E A MA T C H L I N E A 20.0' PROPOSED CONTOUR 1' EXISTING CONTOUR 1' Sea Lilly – Major Subdivision – TRC Review Page | 1 To: Phillip Tripp, Tripp Engineering – ptripp@trippengineering.com From: Amy Doss Development Review Associate Planner Date: July 3rd, 2024 TRC Review PID#: R08500-004-001-007 Egov# SUBPP-24-0007 Subject: Sea Lilly – Major Subdivision Site Plan – TRC Review The following comments have been received for the July 3rd, 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 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. Will this development be part of an existing HOA? b. Please provide a total acreage for the 5 lots, common area, and wetlands along with calculations for required open space and density. c. Please note zoning and required setbacks. 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 detail any traffic calming devices. 3. UDO Section 5.2. Traffic, Access, & Connectivity a. Please supply a title opinion illustrating that there is legal access to Sea Lilly Lane. b. Please confirm Sea Lilly Lane adheres to the County’s Private Roadway Specifications, https://laserfiche.nhcgov.com/WebLink/ElectronicFile.aspx?dbid=0&docid=3587645& c. 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. d. Please make note of all sight triangle dimensions. Avenue One – Major Subdivision – TRC Review Page | 2 4. UDO Section 5.3 Tree Retention a. Please submit a Tree Removal Permit to the COAST permitting portal if trees are to be removed. 5. UDO Section 5.4 Landscaping and Buffering a. Please provide a detailed landscape plan detailing the requirements in accordance with UDO Section 5.4. b. Landscaping is only required for the amenity center. c. If there is a pump station please include a street yard to meet the standards per Section 5.4.6.B of the UDO. 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. c. When the lighting plan is submitted, please ensure that the foot candles from the street lights at the lot lines do not exceed 0.5, as the adjacent land is residential. 7. UDO Section 5.6 Signs a. Are any signs proposed? Please note that all signs are subject to Section 5.6 of the UDO. 8. UDO Section 5.7 Conservation Resources. a. New Hanover GIS records indicate a Swamp Forest and Pocosin Conservation however there are no Class IV soils on the site. Thus, COD standards do not apply. 9. UDO Section 5.8 Open Space Requirements a. Please provide a note with required and proposed open space for total development. b. Please reference Section 5.8.4 Design Standards regarding accessibility and configuration. 10. UDO Section 6 Subdivision Design and Improvements a. Please note that residential blocks are not to exceed 1,000 feet in length per Section 6.2.2.A.2.b. b. Section 6.2.2.A.15. – Cluster style mailboxes are required with paved ingress/egress. Fire Services, Sunnie Batson 910-798-7464 See attached. NHC Engineering, Galen Jamison 910-798-7072 1. A land disturbing and a stormwater permit issued by the County are required for this project. Please digitally 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. 2. The subdivision is encouraged to use the City/County LID Manual to the maximum extent possible. http://laserfiche.nhcgov.com/weblink/0/edoc/3273331/LID-Manual.pdf. Should the intent of the LID manual be meet, the storm attenuation requirements of the County would be waived. 3. Please contact the State for the stormwater permit modification requirements. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 Avenue One – Major Subdivision – TRC Review Page | 3 1. CFPUA water and sewer not available. NCDOT, Nick Drees 910-398-9100 Comments not provided at this time. Please reach out directly or through case planner. Environmental Health, Dustin Fenske 910-798-6732 Comments not provided at this time. Please reach out directly or through case planner. WMPO, Jamar Johnson 910-473-5130 Comments not provided at this time. Please reach out directly or through case planner. Brad Shaver USACOE Brad.E.Shaver@usace.army.mil USACE has no records from this tract. Addressing, Katherine May 910-798-7443 1. Addresses can be assigned following TRC approval. 2. Please mark the locations of community mailboxes and electric meters. NCDCM, Bryan Hall 910-796-7423 CAMA jurisdiction extends 75’ from Normal High Water or Mean High Water in this area and encompasses the Coastal Wetland boundary. It looked like from the site plan that they were proposing to subdivide but not conduct any development. If any development falls within CAMA jurisdiction, DCM will need to review plans to determine if a CAMA permit would be required. To determine that, plans should have Normal High Water (either verified by New Hanover County or DCM) or Mean High Water (done via survey in reference to a tidal datum/elevation) and the coastal wetland boundary in order for DCM to make that determination. 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 New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County TRC Plan Review - 2018 NC Fire Code Pursuant to the North Carolina Fire Prevention Code and New Hanover County Ordinances Section 26 SUBPP-24-0007 Sea Lilly ****Resubmittal Required****