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4100 Logistics - Coastal Millwork TRC Packet Coastal Millwork Supply Co. – 4100 Logistics Road – TRC Review Page | 1 To: Brad Schuler, Paramounte Engineering, Inc. – bschuler@paramounte-eng.com Jeremy Blair, Paramounte Engineering, Inc. – jblair@paramounte-eng.com From: Love Ott – Development Review Planner Date: May 1st TRC Review PID#: R02600-002-017-000 Egov# SITECN-24-000008 Subject: 4100 Logistics Road – Coastal Millwork TRC Review The following comments have been received for the May 1st, 2024, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note: following the TRC meeting, a revised preliminary plan addressing each of the below items must be resubmitted prior to receiving preliminary plan approval. Planning, Love Ott 910-798-7444 1. General Comments a. Please include the height and material of the retaining wall for screening the dumpster area. 2. UDO Section 5.1, Parking and Offstreet Loading a. Please provide a parking demand study for the reduction of parking spaces. A study was not provided in the packet submitted. 3. UDO Section 5.2, Traffic, Access and Connectivity a. Please confirm Logistics Road as public or private. NCDOT’s map shows the road as a private right-of-way. 4. UDO Section 5.3, Tree Retention a. For the trees planned to be removed, please submit a tree removal permit. b. Link to permit here: https://www.nhcgov.com/DocumentCenter/View/1239/Tree- Removal-Permit-PDF 5. UDO Section 5.4, Landscaping and Buffering a. Please include landscape plan, one was not provided in the packet submitted. A landscape plan is required prior to TRC approval. Coastal Millwork Supply Co. – 4100 Logistics Road – TRC Review Page | 2 6. UDO Section 5.5, Lighting a. Is any lighting proposed for this development? b. Please note a lighting plan is not required at time of TRC approval. See below excerpt from Section 5.5.3: i. Information about the exterior lighting for the site that demonstrates compliance with the standards in this section shall be submitted in conjunction with an application for site plan approval (Section 10.3.6, Site Plan) or zoning compliance approval (Section 10.3.8, Zoning Compliance Approval), whichever comes first, approved no later than at time of construction plan approval. 7. UDO Section 5.6, Signs a. If there are any new signs proposed for this development, please apply for sign permits prior to installation. 8. UDO Section 5.7, Conservation Resources a. Per the New Hanover County Conservation Resource Overlay map, there are no Conservation Resources on this portion of the site. NHC Fire Services, Ray Griswold 910-798-7448 1. Building based on size and use requires 4 fire hydrants. You show one on the street. Not sure where the rest of the street hydrants are going to be located, due to the fact this site is still under development. 2. Require one on the far back corner of the driveway system. 3. One just left of the loading dock on the outskirts of the driveway system. 4. If one is not near the back driveway entrance, add one there on the Blue Clay side of the entrance. Need one within 400 feet of that entrance. Check with CFPUA 5. Will High Piled Storage be used??? NHC Engineering, Galen Jamison 910-798-7072 1. A stormwater permit revision to STMW-22-0031 will be required. The permit review will be for the County’s 25 year conveyance requirements. 2. A land disturbing permit issued by the County is required for this project. Please submit the permit applications documentation with requisite review fees for County issued permit directly to gjamison@nhcgov.com. Application and forms can be found at https://www.nhcgov.com/249/Sediment-Erosion-Control. 3. All offsite roadway improvements identified in the business park’s TIA much be completed prior to issuance of a CO. NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site Plan reflects connection to public sewer. Project infrastructure does not violate setbacks to any surrounding properties septic systems. NHC Addressing, Katherine May 910-798-7443 1. No Comments Coastal Millwork Supply Co. – 4100 Logistics Road – TRC Review Page | 3 Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan review required by CFPUA. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan-Review-103. 3. CFPUA water available through mainline extensions. No CFPUA sewer within 500’. NCDOT, Nick Drees 910-343-3915 1. See attached appendix. WMPO, Jamar Johnson 910-473-5130 1. See attached appendix. Army Corps of Engineers, Brad Shaver 910-251-4611 1. Part of the County’s industrial park, and the Corps has already issued a permit for the park. Provided the activity is not in conflict with the issued permit to the County there should be no issue. 2. The Corps Action ID is SAW-2019-00891. 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: April 19, 2024 Subject: Coastal Millwork_4100 Logistics 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 The Blue Clay Industrial Park Development has an approved TIA and Improvements are required for the industrial park. The roads are public in the industrial park. x For it to be eligible to be taken over in the future, any work within the right of way will need to be completed per NCDOT standards. x Coordinate with the county to make sure that the proposed design meets the requirements of the preliminary plans for the industrial park. I have included some comments below that should be shown on the site plan and also included a checklist to help with the design, so it meets NCDOT’s requirements. Site Plan Comments: 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 appropriate sight distances. o No obstructions shall be placed within the stopping sight distance. 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 Label the internal protection stem length for the proposed driveway connection. x Measured from the right-of-way line. 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 BLUE CLA Y R O A D LOGISTIC S R O A D TRI U M P H W A Y LySt Wo St St Pn St St Mu St St LTo Le St St Wr PnMu St Wr Pm S SePm Pn To To JU V E N I L E C E N T E R R O A D WILMINGTON, NC 28401 COASTAL MILLWORK SUPPLY CO. 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 MARCH 2024 C-0.0 COVER SHEET APPROVALS:CONSULTANTS: LANDSCAPE ARCHITECT: NEW HANOVER COUNTY, NORTH CAROLINA COASTAL MILLWORK SUPPLY CO.1301 S 13TH STREET WILMINGTON, NC 28401 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 # 23236.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 COASTAL MILLWORK SUPPLY CO. SHEET NUMBER SHEET TITLE SITE PLANC-2.0 MARCH 2024 FOR TRC DESIGN DOCUMENTS 4100 LOGISTICS ROAD COASTAL MILLWORK SUPPLY CO. 1301 S 13TH STREET VICINITY MAP SCALE: 1" = 1,000' SITE EXISTING CONDITIONSEX-1 BLUE CL A Y R O A D LOGISTI C S R O A D TRI U M P H W A Y JUV E N I L E C E N T E R R O A D 34 35 34 34 3534 34 34 34 34 35 34 333434 33 33323332 33 33 3232 32 32 32 31 31 31 3131 31 31 31 31 3130 31 323130 3130 31 30 30 30 30 30 30 30 30 29282730 29282730 30 30 30 30 30 30 3030 30 292827 30 2928 27 30 3131 29 2928 30 28 30 29 292830 3028 31 31 29 2930 30 31 31 2930 30 32 32 31 31 31 31 31 31 31 31 31 312928 30 302928 32 323131292830302928 33323130 33323130 3333 33 33 33 34 34 34 34 34 34 34 33 34 34 35 33 33 33 33 33 33 32 32 32 31 31 31 31 30 30 30 30 30 30 29 29 32 31 3232 OWNER: NEW HANOVER COUNTYPARCEL ID: R02600-002-020-000ZONING: I-2LAND USE: OPEN SPACEDB 5274 PG 257 OWNER: NEW HANOVER COUNTYPARCEL ID: R02600-002-015-000ZONING: I-2LAND USE: UNDEVELOPEDDB 5274 PG 257 OWNER: NEW HANOVER COUNTYPARCEL ID: R02600-002-019-000ZONING: I-2LAND USE: UNDEVELOPEDDB 459 PG 599 LOGISTICS ROAD60' PUBLIC RIGHT-OF-WAY CO A S T A L M I L L W O R K S U P P L Y C O . 41 0 0 L O G I S T I C S R O A D CA S T L E H A Y N E , N C 2 8 4 2 9 23236.PE CO A S T A L M I L L W O R K S U P P L Y C O . 13 0 1 S 1 3 T H S T R E E T WIL M I N G T O N , N C 2 8 4 0 1 DAT E : SCA L E : DES I G N E D : DRA W N : CHE C K E D : PEI JOB#: CON C E P T U A L L A Y O U T : PRE L I M I N A R Y L A Y O U T : FIN A L D E S I G N : REL E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wil m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 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 EX I S T I N G C O N D I T I O N S EX-1 03/ 2 8 / 2 0 2 4 1" = 4 0 ' JR B BW S JR B SITE VICINITY MAPSCALE: 1" = 1,000' SITE DATA TABULATIONPROJECT ADDRESS: 4100 LOGISTICS ROADCASTLE HAYNE, NC 28429 PROPERTY OWNER: SENTRY PROPERTIES, LLC1301 S 13TH STREET WILMINGTON, NC 28401 PARCEL ID: R02600-002-017-000 DEED BOOK / PAGE: 6672 / 1571 6672 / 1561 MAP BOOK / PAGE: 73 / 368 CURRENT ZONING: I-2 (HEAVY INDUSTRIAL) TOTAL SITE AREA: ±5.49 ACRES OR 238,998 SF PROPOSED USE: WAREHOUSING FLOOD INFORMATION: THIS SITE IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEMA FLOOD PANEL 3720323000K, DATED AUGUST 28, 2018 EXISTING UTILITYEASEMENT EXISTING UTILITY EASEMENT(WIDTH VARIES) EXISTING DRAINAGEEASEMENT(WIDTH VARIES) EXISTING UTILITYEASEMENT 0 20 40 80 160 SCALE: 1"=40' GRAPHIC SCALEGRAPHIC SCALE NAD 8 3 ( 2 0 1 1 ) EXISTING DRAINAGEEASEMENT EXISTING DRAINAGE EASEMENT EXISTING DRAINAGEEASEMENT 35' 30' 50' 28' 10' 20' 25' 10 ' PARCEL "2"BLUE CLAY BUSINESS PARK238,998 SF5.49 ACRES PUBLIC UTILITY EASEMENT PUBLIC DRAINAGE EASEMENT RIGHT-OF-WAY BOUNDARY SUBJECT SITE BOUNDARY CONTOUR LINE LEGEND 31 BLUE CL A Y R O A D LOGISTIC S R O A D TRIU M P H W A Y JU V E N I L E C E N T E R R O A D K -3422W ELL WORTHTOILE TSV ITRE OUS C HINAK -3422W ELL WORTHTOILE TSV ITRE OUS C HINAK -3422W ELL WORTHTOILE TSV ITRE OUS C HINA K-3 422WELLWOR THTOILETSVIT R EOUS CHI NA K- 342 2WELL WORTHTOILETSVI TRE OUS CHINAK-3422WELL WOR THTOILE TSVITRE OUS CH INAK-3422WELL WOR THTOILE TSVITRE OUS CH INAK-3422WELL WOR THTOILE TSVITRE OUS CH INAK- 342 2WELL WORTHTOILETSVI TRE OUS CHINA HC HCHC HC 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W SD SD SD SD SS SDSD SDSD PROPOSED BUILDING62,437 SF32' MAX HEIGHT OWNER: NEW HANOVER COUNTYPARCEL ID: R02600-002-020-000ZONING: I-2LAND USE: OPEN SPACEDB 5274 PG 257 OWNER: NEW HANOVER COUNTYPARCEL ID: R02600-002-015-000ZONING: I-2LAND USE: UNDEVELOPEDDB 5274 PG 257 OWNER: NEW HANOVER COUNTYPARCEL ID: R02600-002-019-000ZONING: I-2LAND USE: UNDEVELOPEDDB 459 PG 599 LOGISTICS ROAD 60' PUBLIC RIGHT-OF-WAY 50' FRONT SETBACK FFE = 36.50 8F 8F W W W SS SS SS SS SS SS SS CO CO CO CO CO A S T A L M I L L W O R K S U P P L Y C O . 41 0 0 L O G I S T I C S R O A D CA S T L E H A Y N E , N C 2 8 4 2 9 23236.PE CO A S T A L M I L L W O R K S U P P L Y C O . 13 0 1 S 1 3 T H S T R E E T WI L M I N G T O N , N C 2 8 4 0 1 DAT E : SC A L E : DES I G N E D : DRA W N : CHE C K E D : PEI JOB#: CON C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FIN A L D E S I G N : REL E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wil m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 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 SI T E P L A N C-2.0 03/ 2 8 / 2 0 2 4 1" = 4 0 ' JRB BW SJRB SITE VICINITY MAPSCALE: 1" = 1,000' SITE DATA TABULATIONPROJECT ADDRESS: 4100 LOGISTICS ROAD CASTLE HAYNE, NC 28429 PROPERTY OWNER: SENTRY PROPERTIES, LLC1301 S 13TH STREET WILMINGTON, NC 28401 PARCEL ID: R02600-002-017-000 DEED BOOK / PAGE: 6672 / 15716672 / 1561 CURRENT ZONING: I-2 (HEAVY INDUSTRIAL) TOTAL SITE AREA: ±5.49 ACRES OR 238,998 SF PROPOSED USE: WAREHOUSING FLOOD INFORMATION: THIS SITE IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEMA FLOOD PANEL 3720323000K, DATED AUGUST28, 2018 BUILDING DATA NUMBER OF BUILDINGS: 1 BUILDING GROSS FLOOR AREA: 62,437 SFPROPOSED BUILDING HEIGHT: 32'NUMBER OF STORIES: 2 TOTAL BUILDING AREA (FOOTPRINT): 64,394 SFBUILDING LOT COVERAGE: 26.9% (64,394 / 238,988)DISTURBED AREA: 5.3 AC DIMENSIONAL REQUIREMENTS 1-2 FRONT SETBACK: 50'SIDE SETBACK, STREET: 50'SIDE SETBACK, INTERIOR: N/A (INDUSTRIAL ZONING) REAR SETBACK: N/A (INDUSTRIAL ZONING) MAX BUILDING HEIGHT: N/A PARKING STANDARDSSTANDARD: 1.5 SPACES PER 1,000 SF REQUIRED: 94 SPACES PROVIDED: 89 SPACES**PARKING REDUCED IN ACCORDANCE WITH SECTION 5.1.3 OF THE UDO IMPERVIOUS AREA PROPOSED IMPERVIOUS AREA:BUILDINGS: 64,394 SF PARKING / DRIVEWAYS: 91,389 SF SIDEWALKS: 2,327 SFFUTURE:21,890 SFTOTAL: 180,000 SF (75.3% OF THE SITE) GENERAL NOTES 1. ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITHSECTION 5.6 OF THE UDO.2. NO CONSERVATION AREAS EXIST ON THE SITE. 3. NO WETLAND EXISTS ON THE SITE.4. TRIP GENERATION IS LESS THAN 100 PEAK HOUR TRIPS. A TRAFFIC IMPACTANALYSIS IS NOT REQUIRED. WASTE DISPOSAL WASTE DISPOSAL WILL BE PROVIDED WITH A CENTRAL DUMPSTER LOCATION. THISLOCATION HAS BEEN NOTED ON THE PLAN. ALL TRASH AND RELATED EQUIPMENT SHALLBE SCREENED FROM VIEW FROM THE PUBLIC RIGHT-OF-WAY. UTILITY INFORMATION CONTRACTOR SHALL INSTALL WATER AND SEWER SERVICES IN ACCORDANCE WITHCFPUA STANDARD DETAILS AND SPECIFICATIONS. EXTERIOR LIGHTING EXTERIOR LIGHTING SHALL COMPLY WITH SECTION 5.5 OF THE UDO. 76' 24' 18' 9'8'9' 24' 30' 30' 24' 13'159' LOADINGDOCK LOADING AREA EXISTING UTILITYEASEMENT CANOPY RETAININGWALL EXISTING DRAINAGE EASEMENTANDSTORMWATER FACILITY EXISTING UTILITY EASEMENT EXISTING DRAINAGEEASEMENT EXISTING UTILITYEASEMENT CANOPY CANOPY 70' 102' RETAINING WALL 17 1917 16 10 6 4 18' 5' LANDSCAPE CALCULATIONS: FOUNDATIONS PLANTINGS 1. FOUNDATION PLANTINGS ARE EXEMPT FROM PORTIONS OF THE BUILDING WITH ACCESS DOORS AND FROM THE REAR OF THE BUILDING WHEN LESS THAN 10PERCENT OF THE TOTAL REQUIRED PARKING IS LOCATED IN THE REAR. REQUIRED: 1,875 SF = (625' X 25') = 15,625 X 12% PROVIDED: 2,723 SF INTERIOR PARKING AREA REQUIRED: 2,502 SF = (31,271 SF X 8%) = 17 TREES (1 PER 11144 SF)PROVIDED: 2,875 SF STREET YARDREQUIRED: 806 LF - 84 LF DRIVEWAYS = 722 LF = 18,050 SF (722' X 25) = 30 TREES & 180 SHRUBSPROVIDED: 21,042 SF 0 20 40 80 160 SCALE: 1"=40' GRAPHIC SCALEGRAPHIC SCALE NAD 8 3 ( 2 0 1 1 ) R3', TYP. R50' R50' R25'R25' R50'R50' R25'R25' EXISTING DRAINAGEEASEMENT R25' R25' R50' R50' R100' R25' R49' PUBLIC UTILITY EASEMENT PUBLIC DRAINAGE EASEMENT RIGHT-OF-WAY BOUNDARY SUBJECT SITE BOUNDARY CONTOUR LINE PROPOSED FIRE MAIN PROPOSED WATER SERVICE PROPOSED SEWER SERVICE PROPOSED STORM DRAIN LEGEND 31 DUMPSTERAREA PROPOSED GRAVITY SEWER(DESIGN BY MCKIM & CREED,INSTALLATION BY COUNTY) PROPOSED 6" SCH. 40 PVCSEWER SERVICE (BY COASTALMILLWORK SUPPLY CO.) PROPOSED 6" SCH. 40 PVCSEWER SERVICE PROPOSED 12" WATER MAIN(DESIGN BY MCKIM & CREED,INSTALLATION BY COUNTY) PROPOSED FIRE HYDRANT(DESIGN BY MCKIM & CREED,INSTALLATION BY COUNTY) PROPOSED FIREDEPARTMENTCONNECTION PROPOSED 12" X 2" TAPPING SADDLE & 2" GATE VALVE(BY COASTAL MILLWORK SUPPY CO.) PROPOSED 1.5" DOMESTIC METER PROPOSED 2" RPZ BACKFLOWPREVENTOR IN FIBERGLASS ENCL. PROPOSED 12" X 8" TAPPING SLEEVE & 8" GATE VALVE(BY COASTAL MILLWORK SUPPY CO.) PROPOSED 2" SDR-9 HDPE WATER SERVICE PROPOSED 8" RPZ BACKFLOWPREVENTOR IN FIBERGLASS ENCLOSURE PROPOSED 8" C900PVC FIRE MAIN 8F 8F W W SS SS MEMORANDUM To: New Hanover County Technical Review Committee Date: 4/23/24 Subject: Coastal Millwork Comments: • Please show the intersections of Blue Clay Road and Triumph Way and Triumph Way and Logistics Road on the site plans. • The project appears to be part of the Blue Clay Business Park. Please confirm that the project was scoped as part of the Blue Clay Industrial TIA. TIA improvements may be required with the completion of this project. • Please confirm appropriate land use category (light industrial, or manufacturing). Note: Manufacturing was used for the Blue Clay Industrial TIA. • Clarify condition of the proposed sidewalk: if raised, provide a curb ramp with ADA detectable warning pad. If flush to surface, provide wheel stops for parking spaces along sidewalk. NCDOT Projects: TIP Projects in the Area: N/A WMPO 2045 Projects: RW-26 Blue Clay Road Modernization, (b/t N. Kerr Ave and N. College Road) 2030 New Hanover County CTP: N/A TIA: Estimated Trip Generation based upon 11th edition ITE Trip Generation Manual. Land Use (ITE Code) Intensity Unit 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips ITE 110, Light Industrial, 62,437 SF per floor, (64,394 footprint) 125,000 SF 609 93 81 2 ITE 140, Manufacturing 62,437 SF per floor, (64,394 footprint) 125,000 SF 594 100 100 • Please clarify with NCDOT, NHC Planning and WMPO when the following improvements will be required per the Blue Clay Industrial TIA Approval with conditions dated 12/20/22.