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Home My WebLink AboutNCDOT Preliminary TRC Comments_84 Lumber Warehouse Expansion at ILM Airport_1700 Hall Drive_20250127 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JOSH STEIN J.R. “JOEY” HOPKINS GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum To: New Hanover County Technical Review Committee Date: January 27, 2025 Subject: 84 Lumber Storage Expansion – 1700 Hall Drive ________________________________________________________________________ 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). An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Site Plan Comments: Sight Triangles and Sight Distance: x Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. x Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Identification Signing and Landscaping: x Identification signing or landscape vegetation within the median and the sight distance triangle must not obstruct the driver’s line of sight. No landscaping or signing will be allowed to exceed 42 inches in height, measured from the Edge of Pavement (EOP) within the median or sight triangle. x All pylon signs in the median or sight distance triangle must provide a vertical clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the EOP. Signing located within a clear recovery area shall be of a “breakaway design.” x Only low growing shrubbery, consistent with the NCDOT’s landscaping policies, as contained in the publication “Guidelines for Planting Within Highway Right of Way,” will be allowed within a landscaped median and the sight distance triangle at the entranceway to a development, whether the street or driveway connection to the State Highway System is designated as a public facility or not. Landscaping within the right-of-way and sight distance triangles may require additional approval by the District Engineer. Show and label all gates with distances to the right of way line. x Additional comments on the proposed gate location and design will be provided during the review of the driveway permit. Label the internal protection stem length for the proposed driveway connection. x Measured from the right-of-way line. 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 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS X X X X X X X X X X X X DESCRIPTIONS DATEREVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401 PERMIT REVIEW 84 LUMBER STORAGE EXPANSION MAJOR SITE PLAN 1700 HALL DRIVE, WILMINGTON, NC 28405 C1.0 N/A N/A CTM CTM / MRA CTM / MRA JPH / JAD COVER SCALE: 1" = 50'LOCATION MAP2 SHEET INDEX1PROJECT INFORMATION3 SCALE: NTSVICINITY MAP4 OWNER: NEW HANOVER COUNTY AIRPORT AUTHORITY1740 AIRPORT BLVD.,SUITE 12WILMINGTON, NC 28405GRANSEUR DICKPHONE: 910-341-4333 x.1016GDICK@FLYILM.COM DEVELOPER: 84 PROPERTIES, LLC1019 ROUTE 519, EIGHTY FOUR, PA 15330BETHANY CYPHERPHONE: 724-228-8820BETHANY.CYPHER@84LUMBER.COM ENGINEER: MCKIM & CREED, INC243 N. FRONT STREET, WILMINGTON, NC 28401PHONE: 910-343-1048M. ROBIN AUSTIN, PERAUSTIN@MCKIMCREED.COM SURVEYOR: MICHAEL UNDERWOOD AND ASSOCIATES, PA102 CINEMA DR., SUITE A, WILMINGTON, NC 28403PHONE: 910-815-0650MICHAEL N. UNDERWOOD, PLSMUNDERWOOD@MUA-PA.COM CAPE FEAR PUBLIC UTILITY AUTHORITY (WATER AND SEWER)CONTACT: BERNICE JOHNSONPHONE: 910-332-6620EMAIL: BERNICE.JOHNSON@CFPUA.ORG DUKE ENERGY (ELECTRIC)CONTACT: DONALD PRIDGENPHONE: 910-617-2733EMAIL: DONALD.PRIDGEN@DUKE-ENERGY.COM PIEDMONT NATURAL GAS (GAS) CONTACT: JARRED GARRISONPHONE: 910-251-2814EMAIL: JARRED.GARRISON@DUKE-ENERGY.COM SPECTRUM (TELEPHONE AND CABLE) CONTACT: ZACHARY WAHLPHONE: 910-508-0794EMAIL: ZACHARY.WAHL@CHARTER.NET AT&T (BELLSOUTH)CONTACT: BART GOREPHONE: 910-547-1775EMAIL: BG1678@ATT.COM NORTH CAROLINA ONE CALLPHONE: 1-800-632-4949 OR 811 NEW HANOVER COUNTY FIRE DEPT (FIRE)CONTACT: SUNNIE BATSONPHONE: (910) 798-7464EMAIL: SBATSON@NHCGOV.COM M.L.K. PKWY(SR-74) PROJECTSITE * IN T E R S T A T E 4 0 WILMINGTONINTERNATIONALAIRPORT HALL D R I V E BLU E C L A Y R O A D GARD N E R R O A D FAIRFIEL D D R I V E TR A S K D R I V E HEWLETT DRIVE N. KERRAVE. Sheet List Table SheetNumber Sheet Title C1.0 COVER C1.1 GENERAL NOTES C1.2 GENERAL NOTES C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C3.0 SITE PLAN C4.0 EROSION CONTROL PLAN - OVERALL - STAGE 1 C5.0 EROSION CONTROL PLAN - OVERALL - STAGE 2 C7.0 GRADING & DRAINAGE PLAN C8.0 UTILITY PLAN C8.1 LIGHTING PLAN C8.2 UTILITY PLAN & PROFILES C8.3 UTILITY PLAN & PROFILES C8.4 UTILITY PLAN & PROFILES C9.0 VEHICLE TRACKING C10.0 LANDSCAPE PLAN C11.0 SITE DETAILS C11.1 SITE DETAILS C12.0 EROSION CONTROL DETAILS C12.1 EROSION CONTROL DETAILS C13.0 GRADING & DRAINAGE DETAILS C13.1 GRADING & DRAINAGE DETAILS C13.2 DRY POND DETAIL C14.0 UTILITY DETAILS C14.1 UTILITY DETAILS C17.0 LANDSCAPE DETAILS 01.02.2025 01.02.2025 FUTURE SUBDIVISION LINE STORMWATER CONTROL MEASUREDRY DETENTION POND EXISTING84 LUMBER SITE CROSS CONNECTIONDRIVEWAY CONCRETEDOCK ASPHALT PAVEMENTSEE DETAIL 5/C11.0 EX R/W EX FENCE R50' X PROPOSEDSTORAGE BUILDING50,000 SQ FTFFE = 34.0 PROPOSEDEPW SAW SHED5,250 SQ FTFFE = 30.5 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX SETBACK LINE (TYP) ADA CURBTRANSITIONSEE DETAIL 2/C11.0 22. 0 0 ' 120 . 0 0 ' 80.00' 10.00' 5.0 0 ' 59.42' 14 5 . 9 4 ' 63. 6 7 ' 11 0 . 7 3 ' 69.67' 245 . 0 4 ' 41. 3 3 ' 37.91' 405.18' 50.0 0 ' PROPOSED FENCE TO MATCHEXISTING ADJACENT FENCE.CHAIN LINK 3 STRAND BARBEDWIRE SINGLE PROJECTION.CONTRACTOR TO SUBMIT SHOPDRAWINGS FOR APPROVAL BYCIVIL. 12. 0 0 ' 45.00' 20 . 0 0 ' 25.0 0 ' STREET YARD BUFFER SEELANDSCAPE PLANS C11.0 20 0 . 0 0 ' 250.00' ADA PARKING ANDSIGN SEE DETAIL1/C11.0 WHEEL STOPS (TYP.)SEE DETAIL 5/C11.0 2' CONCRETE CURBAND GUTTER (TYP.) BOLLARD (TYP.)SEE DETAIL 4/C11.0 CONCRETE SIDEWALKSEE DETAIL 3/C11.0(TYP.) PROPOSED FENCE TOMATCH EXISTINGADJACENT FENCE. CHAINLINK 3 STRAND BARBEDWIRE SINGLEPROJECTION.CONTRACTOR TO SUBMITSHOP DRAWINGS FORAPPROVAL BY ENGINEER. 28.00' 60 . 0 0 ' 14.00' 10 . 0 0 ' 20 . 0 0 ' 10'x70' NCDOT SIGHTTRIANGLE (TYP.) 15' CONCRETE APRON R35' 30' CHAIN LINKDOUBLE SWING GATE DUMPSTER PAD 50 . 0 0 ' 30.00' EXISTING 30' EASEMENTDEED BOOK 5330, PAGE 1768 ADA RAMPW/ HANDRAIL 30.00' STREET YARD BUFFER SEELANDSCAPE PLANS C11.0 9.00' 5.00' R11'R10.5' 18 . 0 0 ' R5' 9.00' R5'R5' LIGHT POLE (TYP.) SITE PLAN2 DESCRIPTIONS DATEREVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401 PERMIT REVIEW C3.0 N/A N/A CTM CTM CTM JPH SITE PLAN SITE DATA AND PLAN NOTES1 GENERAL INFORMATIONDATA CLASS VALUEPARCEL ADDRESS 1700 HALL DRIVE, WILMINGTON NC, 28405 TAX PARCEL IDENTIFICATION NUMBER R04200-001-025-000(B0800E247) OWNER 84 PROPERTIES, LLCCURRENT ZONING AC - AIRPORT COMMERCEEXISTING USE WOODEDPROPOSED USE LUMBER STORAGETOTAL PROJECT AREA ±9.37 ACRES (±1,340.25 AC TOTAL) DISTURBED ACREAGE 7.15 AC (311,275 SF) SPECIAL FLOOD HAZARD AREAS ZONE X CAMA LAND USE CLASSIFICATION TRANSITION AREAS OF ENVIRONMENTAL CONCERN N/AFUTURE LAND USE MAP COMMERCE ZONE BUILDING INFORMATIONDATA CLASS VALUETOTAL BUILDING FOOTPRINT AREA 55,250 SF TOTAL BUILDING GROSS FLOOR AREA 55,250 SFTOTAL BUILDINGS 2NC BUILDING CODE CONSTRUCTIONTYPE 2B CONSTRUCTION BUILDING LOT COVERAGE 13.5% DATA CLASS REQUIRED PROPOSEDBUILDING SETBACKS FRONT 50' 110.73' SIDE (STREET)50' 91.25'' SIDE(INTERIOR)N/A N/A REAR N/A N/ABUILDING HEIGHT MAX: 35' 30' 10" SITE INFORMATION DATA CLASS EXISTING(TO REMAIN)PROPOSED TOTAL IMPERVIOUS SURFACE AREA 0 SF 214,045 SF ROOF TOPS 0 SF 55,250 SF PAVEMENT 0 SF 146,202 SF SIDEWALKS / PLAZA 0 SF 743 SF CONCRETE 0 SF 11,850 SF IMPERVIOUS AREA COVERAGE - 99.4% DATA CLASS REQUIRED PROPOSEDTOTAL PARKING SPACES * 17 050' 50' 100' SCALE: 1"=50' (Horiz.) JPH / JAD CTM / MRA CTM / MRA CTM SCALE: NTSVICINITY MAP4 M.L.K. PKWY(SR-74) PROJECTSITE * INT E R S T A T E 4 0 N. KERRAVE. * SEE ALTERNATIVE PARKING STUDY DATED 9-26-2024 GENERAL NOTES 1. REFER TO ELECTRICAL PLANS (TRENCHING) AND STRUCTURAL PLANS (LIGHTPOLE BASE)2. A TREE REMOVAL PERMIT IS NOT REQUIRED ON AIRPORT PROPERTY. RETAINPERIMETER TREES ALONG THE ROAD AND ANY LARGER SPECIMEN TREES ASPRACTICABLE. SEE DEMOLITION PLAN FOR TREE CLEARING AND LANDSCAPEPLAN FOR PROPOSED PLANTINGS. 01.02.2025 SS SS SS SS SS SS SS SS SS SS SS SS SD SD 10+00 11+0 0 11+ 8 3 . 8 9 X PROPOSEDSTORAGE BUILDING50,000 SQ FTFFE = 34.0 PROPOSEDEPW SAW SHED5,250 SQ FTFFE = 30.5 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX SYMBOL BOTANICAL / COMMON NAME TREES CHIONANTHUS VIRGINICUSWHITE FRINGETREE CUPRESSUS ARIZONICA 'CAROLINA SAPPHIRE'CAROLINA SAPPHIRE CYPRESS GLEDITSIA TRIACANTHOS INERMIS`SHADEMASTER`SHADEMASTER HONEY LOCUST JUNIPERUS VIRGINIANAEASTERN RED CEDAR NYSSA SYLVATICABLACK TUPELO SHRUBS ILEX CORNUTA `DWARF BURFORD`DWARF BURFORD HOLLY ILEX GLABRA `NIGRA`NIGRA INKBERRY ILEX VOMITORIA `NANA`DWARF YAUPONITEA VIRGINICA `HENRY`S GARNET`HENRY`S GARNET SWEETSPIRE MUHLENBERGIA CAPILLARIS `REGAL MIST` TMMUHLY GROUND COVERS LIRIOPE MUSCARI 'MAJESTIC'MAJESTIC LILYTURF PLANT LEGEND DESCRIPTIONS DATEREVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401 PERMIT REVIEW LANDSCAPE PLAN2 LANDSCAPE DATA AND LEGEND1 050' 50' 100' SCALE: 1"=50' (Horiz.) SECONDARY STREET YARD BUFFER PROPERTY LINE EXISTING TREES TO BE PRESERVEDAND UTILIZED AS PORTION OFINTERNAL LANDSCAPE TREE PLANTINGREQUIREMENT, AND AS PORTION OFSECONDARY STREET YARDREQUIREMENT. EXISTING TREES TO BEPRESERVED AND UTILIZED ASPORTION OF PRIMARYSTREETYARD REQUIREMENT PROPOSED PRIMARYSTREET YARD PLANTINGS PROPOSED SECONDARYSTREET YARD PLANTINGS FOUNDATION PLANTINGAREA - 915 SF SCREENING PLANTINGS -PARKING (TYP.) INTERNAL LANDSCAPEPLANTING AREA - 8,832 SF INTERNAL LANDSCAPEPLANTING AREA - 1,070 SF PRIMARY STREET YARD BUFFER PROPOSED FENCE SEESITE PLAN. LANDSCAPE DATA REQUIREMENT REQUIRED PROPOSEDSECTION 5.4. LANDSCAPING AND BUFFERINGSEC. 5.3.2 - GENERAL STANDARDS FOR LANDSCAPING PROVIDE 15 TREES PER DISTURBED ACRE - 12.00 ACRES x15 TREES = 180 = 180 TREES 180 TREES 148 EXISTING32 PROPOSED180 TOTAL TREESSEC 5.4.5 SCREENINGSCREENING BY LIVING OR NON-LIVING MATERIAL 8' INHEIGHT: REAR SIDE OF BUILDING ABUTTING ROW,DUMPSTER/TRASH YES YES SEC 5.4.5.C: STANDARDS FOR PARKING LOT INTERIORS (LI)PROVIDE 8% OF TOTAL PARKING, LOADING, AUTOMOBILESALES, DRIVEWAYS, INTERNAL DRIVE AISLES AND OTHERVEHICULAR/PEDESTRIAN USE AS INTERIOR LANDSCAPEDAREAS - 145,873 SF x 0.08 = 11,669.8 SF INTERIOR LANDSCAPE AREA 8%11,670 SF 8%11,748 SF 1 TREE / 144 SF OF INTERIOR LANDSCAPED AREA, MIN. 1TREE PER LANDSCAPE ISLAND - 11,670 SF / 144 SF = 81.04 = 81 TREES REQUIRED 81 TREES 23 TREES(58 EXISTINGTREES) MIN 75% CANOPY TREES - 81 TREES (.75) = 60.75 = 61 CANOPY TREES REQUIRED 61 CANOPY TREES 14 CANOPY TREES(47 EXISTINGCANOPY TREES)SEC 5.4.6 STREETYARD LANDSCAPINGPRIMARY STREETYARD AREA (HALL DRIVE) - 12.5' MIN STREET YARD WIDTH - 37.5' MAX STREET YARD WIDTH - 25 SF FOR EVERY LINEAR FOOT OF STREET YARD - 773 LF FRONTAGE X 25 = 19,325 SF AREA 19,325 SF 19,325 SF - 600 SF OF STREET YARD AREA = 1 CANOPY TREE OR 3 UNDERSTORY TREES AND 6 SHRUBS - 19,325 SF / 600 = 32.2 = 33 CANOPY TREES - 19,325 SF / 600 X 6 = 193.2 = 194 SHRUBS 33 CANOPY TREES&194 SHRUBS 6 CANOPY TREES6 UNDERSTORYTREES25 EX. CANOPYTREES96 SHRUBS98 EX.SHRUBSSECONDARY STREETYARD AREA (GARDNER DRIVE) - 12.5' MIN STREET YARD WIDTH - 37.5' MAX STREET YARD WIDTH - 25 SF FOR EVERY LINEAR FOOT OF STREET YARD - 677.5 LF FRONTAGE X 25 X 0.5 = 8,469 SF AREA 8,469 SF 8,469 SF SECONDARY STREETYARD PLANTS (GARDNER DRIVE) - 600 SF OF STREET YARD AREA = 1 CANOPY TREE OR 3 UNDERSTORY TREES & 6 SHRUBS - 8,469 SF / 600 = 14.2 = 15 CANOPY TREES - 8,469 SF / 600 X 6 = 85.2 = 86 SHRUBS 15 CANOPY TREES&86 SHRUBS 3 CANOPY TREES12 EX. CANOPYTREES86 EX. SHRUBS SEC. 5.4.8. - FOUNDATION PLANTINGS (FP)12% OF THE BUILDING FACE ADJACENT TO THE PARKINGAREA OR INTERNAL DRIVENORTH - 12% OF THE BUILDING FACE ADJACENT TO THE PARKING AREA OR INTERNAL DRIVE - 7,625 SF X 0.12 = 915 SF 915 SF 915 SF JPH / JAD CTM / MRA CTM / MRA CTM LANDSCAPE PLAN C10.0 INTERNAL LANDSCAPEPLANTING AREA - 1,846 SF SHOVEL DUG BED EDGE (TYP.) SHOVEL DUG BED EDGE (TYP.) SHOVEL DUG BED EDGE (TYP.) 01.02.2025