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Home My WebLink About2117 Castle Hayne Road - Backyard Specialists - TRC Packet Castle Creek Warehouses – Commercial Site Plan – TRC Review Page | 1 To: Andrew Isenhour, Bluewater Engineering – andrewi@bluewater-eng.com From: Amy Doss Development Planner Date: September 4th 2024 TRC Review PID#: R04100-001-146-000 Egov# SITECN-24-000033 Subject: Backyard Specialists – Commercial Site Plan – TRC Review The following comments have been received for the September 4th, 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, Amy Doss 910-798-7571 1. General Comments a. Zoning: (CZD) B-2 b. Please log on to COAST account to pay INV-00128151, SITECN-24-000033. 2. Please include the following approved site plan components, per rezoning case Z23-20: a. Sidewalk as shown on plan in the public access easement is to be constructed as part of the development, not to be built in the future. b. 30’ side yard setback c. 20’ vegetative buffer yard d. 8’ high opaque fence is required for the one allotted outdoor storage area. 3. UDO Section 3.3.1, Superseding District Standards & Setbacks a. Building setbacks are correct. 4. UDO Section 5.1 Parking and Loading a. Site circulation as shown on the submitted site plan does not correctly reflect the concept plan approved by the Board of Commissioners, please revise accordingly. Backyard Specialists – Commercial Site Plan – TRC Review Page | 2 b. In the northwest corner, where is the edge of pavement? Does it stop at the gate? c. Parking count is sufficient. Please show parking lot layout on site plan. d. Please provide a typical parking space detail to demonstrate dimensions comply with UDO Table 5.1.4.B. e. Please provide dimensions of parking lot aisle to demonstrate compliance with UDO Table 5.1.4.B. f. Please show the location of any off-street loading berths if present on site, please refer to Section 5.1.5 of the UDO for the specifications. 5. UDO Section 5.2. Traffic, Access, & Connectivity a. Please note on the site plan that “No building permit for any structure shall be issued which requires NCDOT approval for a Driveway Permit until NCDOT has issued the permit approval. Evidence of approval shall accompany the application for the building permit.” 6. UDO Section 5.3 Tree Retention a. Please provide a note stating existing vegetation to remain undisturbed as approved on the concept plan. b. Please apply for a tree removal permit if trees are to be removed. c. Per UDO Section 5.3.4.C, of the UDO requires a minimum of 15 trees at least 2” DBH must be retained or planted on the parcel where development occurs for each acre or proportionate area disturbed. Please add a note to the Landscape Plan showing has this requirement has been met. Please note that required landscaping for the project can be credited to meet this requirement, however, required landscaping does not count towards mitigation, if applicable. 7. UDO Section 5.4 Landscaping and Buffering a. Please illustrate the 20’ buffer yard located along the southern boundary as illustrated on the approved concept plan. b. Please illustrate the 20’ buffer yard along the western and northern boundaries of the property as illustrated on the approved concept plan. c. Please provide a landscape plan that includes the location, number of plantings required, and number of plantings provided. d. Please reflect one canopy tree in the street yard plantings as there are no powerlines overhead. 8. 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. Backyard Specialists – Commercial Site Plan – TRC Review Page | 3 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. 9. 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. NHC Fire Services, Ray Griswold 910-798-7448 1. 1. Fire final required 2. 2. No storage over 12 foot high unless fire protection requirements are met and permitted through this office. 3. 3. Fire extinguishers per NFPA 10. NHC Engineering, Galen Jamison 910-798-7072 1. A land disturbing issued by the County is required for this project. Please digitally submit the permit application documentation with requisite review fees for County issued permit directly to gjamison@nhcgov.com. Application and forms can be found at https://www.nhcgov.com/249/Sediment-Erosion-Control. 2. A County stormwater permit issued by the County is required for this project. Please digitally submit the permit applications documentation with requisite review fees to the COAST online permit portal (https://newhanovercountync- energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at https://www.nhcgov.com/251/Stormwater however the application form is not required as the information will be gathered by the COAST portal. 3. The existing northern ditch that is assumed to be undisturbed qualifies for NHC Stormwater Services maintenance. Therefore, a public drainage easement sized in accordance with NHC Stormwater Manual is requested on this parcel. The county will work with then northern property owner to obtain the remaining width of the drainage easement. 4. The offsite stormwater drainage coming from the south and routed through the site in the pond’s outfall ditch qualifies for NHC Stormwater Services maintenance and will need to be placed in a public drainage easement sized in accordance with NHC Stormwater Manual. Construction of offsite drainage conveyance measures 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, deed restrictions shall be recorded that indicate the operation and maintenance roles and responsibilities for the conveyance measure. 5. Please contact the State for the stormwater permit requirements. It is assumed a high density permit will be obtained. NHC Environmental Health, Dustin Fenske 910-798-6732 Backyard Specialists – Commercial Site Plan – TRC Review Page | 4 1. Site plan reflects connection to public water. Proposed infrastructure will not violate setbacks of any surrounding properties wells. 2. Site plan reflects connection to public sewer. Proposed infrastructure will not violate setbacks of any surrounding properties septic systems. NHC Addressing, Katherine May 910-798-7443 1. Each building will need an individual address. 2. Contact Planning following TRC approval for address assignments. 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 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 910-398-9100 See attached. WMPO Comments forthcoming. 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 USACOE, Brad Shaver 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: August 19, 2024 Subject: Backyard Specialists Flex Space – 2117 Castle Hayne Road ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx NCDOT Driveway Permit: An NCDOT Driveway Permit 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 Provide the proposed ITE Codes with am/pm peak hour trips. 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: Currently the proposed driveway location will have conflicting left turn movements with the service center across the street (Tadlock Alignment & Brake Service). Include the NCDOT Standard Drawings (2024) that are applicable to the development. Sight Distance: x Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Show and label any gates with distances to the right of way line. Label the internal protection stem length for the proposed driveway connection. x Measured from the right-of-way line. This development is located within TIP U-5863. With that in mind, any accesses that conflict with the planned transportation infrastructure may be modified and/or removed and there shall not be any compensation made by NCDOT. The current TIP U-5863 is proposed as a divided facility. x The proposed project has a tentative let date in the year 2040. x The current design for this project shows a U-turn bulb across the parcel. o Image below. x Therefore, the permitted access could be restricted in the future. 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 60'x10 0 ' Lakeside Ci r c l e (50' Private R / 15-FT BUFFE R Y A R D 30-FT SIDE SE T B A C K 30-FT SIDE SE T B A C K 35-F T R E A R S E T B A C K 17.5 - F T R E A R N A T U R A L B U F F E R 15-FT BUFFERY A R D 30-FT SETBA C K 10-F T P U B L I C P E D E S T R I A N & B I C Y C L E E A S E M E N T 25-F T F R O N T S E T B A C K A N D 2 5 - F T F R O N T S E T B A C K 130.2' 24' 24.0' 24.0'R30' R3 0 ' 139' BLDG . 3 R5' R20' 5' BLDG . 1 60'x10 0 ' FUTU R E UNIT S BLDG. 2 60'x10 0 ' FUTU R E UNITS X X 6W 6W 6W 6W 6W 6W X CONT R A C T O R OFFI C E 6W 6W 6W 6W 6W 6W 6W 6W 6W To On 15-ft 20-ft (4) IG (3) RFMC CA (4) IG (3) RF MC 25-ft 40-ft (3) IXA (7) SR NO.KEY VARIETYBOTANICAL NAME TYP. SPACINGSIZE IV ILEX VOMITORIA YAUPON HOLLY UNDERSTORY TREE SR SOLIDAGO RUGOSA GOLDENROD; FIREWORKS 3 GAL. 1-3 GAL. 1-2" CAL.MYRICA CERIFERAMC SOUTHERN WAX MYRTLE COMMON NAME; 7-FT O.C. 2-4" CAL.MAGNOLIA VIRGINIANAMV SWEETBAY MAGNOLIA 10-13-FT O.C. 7 GAL.ILEX GLABRAIG INKBERRY HOLLY O.C. - "ON CENTER" CAL. - "CALIPER AT 3-5'+/- ABOVE GRADE GAL. - "GALLON CONTAINER" PLANTING TABLE RF RUDBECKIA FULGIDA ORANGE CONEFLOWER 1-3 GAL. EP ECHINACEA PURPUREA PURPLE CONEFLOWER 18" O.C. 1-3 GAL. 18" O.C. 18" O.C. 36" O.C. ILEX X ATTENUATAIXA TINGA HOLLY 2-3" CAL.13-FT O.C. STREETYARD BUFFER YARD MV (4) EP PARKING ISLAND (4) EP CA CALLICARPA AMERICANA AMERICAN BEAUTYBERRY 36" O.C. 1-3 GAL. PROJECT NO.2024-14 OF: SHEET: DATE: SCALE: DRAWN BY: 7-23-2024 21 1 7 C A S T L E H A Y N E R O A D , W I L M I N G T O N , N C 2 8 4 1 2 THE S E D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F B L U E W A T E R E N G I N E E R I N G , P L L C A N D S H A L L N O T B E U S E D O N A N Y O T HE R W O R K E X C E P T B Y A G R E E M E N T W I T H B L U E W A T E R E N G I N E E R I N G , P L L C . BA C K Y A R D S P E C I A L I S T S JBS/AI 13 1 1 J o h n s C r e e k R d | W i l m i n g t o n , N C 2 8 4 0 9 (9 1 0 ) 8 3 3 - 0 2 5 3 | N C P - 2 3 8 6 NOT FORCONSTRUCTION REVISION NO. CS-100 1 1 SITE PLAN 1"=30' NOT TO SCALEVICINITY & SOILS MAP NHC Section 7-8 Stormwater ManagementNHC requires Pre-Post Development Control for 2-10-25yr FlowsNHC requires 1-ft Freeboard above the 100-yr Primary Outlet Blocked Conditions(NCDOT will prefer 100-yr pre-post flow control to discharge in the ROW) Impervious Total:Building Totals 18,000 sfSidewalk 2,700 sfParking Lot 25,300 sfDumpster Pad 300 sfOther 700 sfTotal Impervious 47,000 sf NHC Section 5.4 - Landscape Buffers Transitional Buffer - Norris and Hanover Lakes Residential Side Buffer The minimum buffer width shall be 50 percent of the minimum required setback as set forth inArticle 3: Zoning Districts, 20 feet, or 25 percent of the minimum structure setback for tallerstructures outlined in Section 3.1.3.C, whichever is greater.Planted materials shall be a minimum of six feet in height and provide approximately full opacitywithin one year of planting. Ref. NHC Tree Manual.A minimum of three rows of planted material are required. BUFFERYARD REQUIREMENT = 12 OF SIDE BUFFER = 30 / 2 = 15-FT MINIMUM Note: Hanover Lakes Subdivision side already has a 100% opaque buffer, so plantings shown are supplementalif needed to fill-in void space in the buffer Streetyard Buffer - NC 133 Castle Hayne RoadFor B-2 Zoning:25 square feet for every linear foot of street yard frontageMinimum street yard width: 12.5 feetMaximum street yard width: 37.5 feetFor every 600 square feet of street yard area on average,the following landscaping shall be provided:1. One canopy/shade tree or if overhead power lines are located above thestreet yard, three (3) understory trees; and2. Six shrubs, 12 inches in height at time of planting. STREETYARD = 4135 / 600 = 6.89 GROUPS OF PLANTINGSBUFFERYARD MATCHES FRONT SETBACK = 25-FT Parking Islands - 8% of Total Parking SurfaceRequired Area = 23900 sf x 0.08 = 1912 sfProvided Area = xx sf1 Tree per 144 sf of landscape island Foundation Plantings - 12% of Building Face adjacent to Parking only:Required Area = 25x150 + 25x40 = 4000 sfProvided Area = xx sf x 3-ft = NHC Section 5-5 Exterior LightingParking lot lighting shall be shielded so that it does not cast direct light beyond the property line.Parking lots shall be illuminated during night business hours. Parking Lot Mounted Poles will be used in addition to wall packs on access doorways and pedestrian walkingareas. A lighting plan will be completed by Duke Energy. Case Z23-20 Approved Conditions Conditional Approval Items: 1. No more than a total of 100 peak hour trips can be generated from the use or combination of useslocated within the zoning district. Change of use proposals must be reviewed and approved by theCounty in order to verify compliance with the zoning district standards. 2. The development shall comply with all provisions of an approved NCDOT driveway permit prior toissuance of the Certificate of Occupancy. 3. Freestanding signage shall be limited to monument signs, in that the sign must have a support structurethat is a solid-appearing base constructed of a permanent material, such as concrete block or brick.Freestanding signs supported by poles and any flashing digital signs shall be prohibited. 4. Existing vegetation must remain within the bufferyards and be supplemented as necessary to providethe 100% visual opacity requirement. 5. Building height is restricted to 25-feet. 6. Outdoor storage area (only one) to be enclosed with a minimum eight (8) foot opaque fence. 7. Exterior lighting, including luminaries and security lights, shall be arranged, or shielded so as not to castillumination in an upward direction above an imaginary line extended from the light sources parallel tothe ground. Fixtures shall be numbered such that adequate levels of lighting are maintained, but thatlight spillage and glare are not directed at adjacent property(ies), neighboring areas, or motorists. Lightposts shall be no taller than twelve (12) feet. 8. A bicycle and pedestrian easement will be located along Castle Hayne Road as shown on the conceptplan, including the installation of a sidewalk from the southern border to the northern border. 9. Permitted Uses shall be limited to:a) Indoor Recreation Establishment (Shooting Ranges prohibited);b) Animal Grooming / Veterinary (Kennel or Daycare prohibited);c) Business Service Center;d) Contractor Office (hours of operation limited to 7AM-8PM);e) Offices for Private Business & Professional Activities;Personal Services, General (Tattoo Parlors prohibited);g) Instructional Services & Studios;h) Retail Sales, General; andi) Restaurant (no drive-thru). 10. The dumpster is to be located on the northern portion of the property SITE INFORMATIONPROJECT ADDRESS: 2117 CASTLE HAYNE ROAD, WILMINGTON, NC 28429PARCEL ID: R04100-001-146-000 PROPERTY OWNER: GENE AND JENNIFER ROBBINS2200 TERESA DRIVECASTLE HAYNE, NC 28429 CURRENT ZONING: CZD B-2EXISTING USE: VACANT PROPOSED USE: MULTI-TENANT COMMERCIAL - CONDITIONAL USESTOTAL SITE AREA: ± 2.20 ACRES OR 95,832 SFTOTAL SITE DISTURBANCE: ± 1.90 ACRES WETLANDS: NO JURISDICTIONAL WETLANDS IDENTIFIEDFLOOD PLAIN: THE SUBJECT PARCEL IS LOCATED IN FLOOD ZONE X WHICH IS NOT A SPECIAL HAZARD FLOOD AREA AS SHOWN BY FEMA PANEL NUMBER 3720312900K IN NEW HANOVER COUNTY WITH AN EFFECTIVE AUGUST 28TH, 2018. BUILDING SETBACKS (B-2):FRONT: 25-FTSIDE: 30-FTREAR: 35-FTBUILDING HEIGHT: 25-FT MAX. PER CONDITIONAL STDS. BUFFERYARDS:FRONT - STREETSCAPE 25-FTSIDE: 15-FTREAR: 15-FT NHC Section 5-6 Parking StandardsFlex Offices for Professional Services and Private Business:2.5 per 1000 sf of minimum 18,000/1000 = 18*2.5 = 45 spaces requiredProvided: 47 spaces provided One Loading Area Provided: Min. 12' x 45' Truck Park/Load Space(One is required for less than 20,000 sf GFA) TO WILMINGTON S I T E FUTURE MULTI-USE PATHSIDEWALK EASEMENTTO BE RECORDED(SIDEWALK TO BE BUILT IN THE FUTURE) 10'x70' SIGHT DISTANCETRIANGLES. STORMWATERPOND STORMWATERPOND OUTLET EQUIPMENTSTORAGEFENCE DUMSPTERENCLOSURE STORMWATERDITCH OUTFALL BUFFERYARDLANDSCAPE(SEE DETAIL ABOVE) TREE PROTECTIONFENCE, TYP. 10x70 SITE TRIANGLES, TYP. PROPOSED PUBLIC WATERCONNECTIONS AND PRIVATEMASTER METER SERVICE PROPOSED PRIVATESEWER MAIN CONNECTION PROPOSEDFIRE HYDRANT EXISTINGFIRE HYDRANT EXISTING FIRE HYDRANT150-FT FROM THIS LOCATIONSOUTH EXISTINGNATURALBUFFER BUFFERYARDLANDSCAPE(SEE DETAIL ABOVE) PROPOSEDSTREETYARDBUFFER(SEE DETAIL ABOVE) 6+((712 &+(&.(' '5$:1 6&$/( '$7( 'DYLG0(GZDUGV1&3/6/5LYHUODQG'ULYH6&XUULH1&(PDLO'HGZDUGV/DQGVXUYH\LQJ#*PDLOFRP3KRQH)LUP/LFHQVH3 'DYLG(GZDUGV/DQG6XUYH\LQJ3//& 352-(&712 '0( '0( 7232*5$3+,&6859(< -(11,)(5*52%%,16 *(1(52%%,16&$67/(+$<1(52$' &$3()($572:16+,3 1(:+$129(5&2817<1&