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5-15-2024 TRC Agenda Full1 TECHNICAL REVIEW COMMITTEE AGENDA May 15th, 2024 New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, May 15, 2024 at 2:00 p.m. to discuss the below items. PLEASE NOTE: This meeting will be conducted remotely via teleconference. Interested parties can contact the Planning and Land Use Department at 910-798-7165 for more information. Item 1: Myrtle Sound – Major Subdivision Preliminary Plan – SUBPP-24-0003 Request by Storehouse Holdings, LLC for a 34 lot performance residential subdivision. The site is located in the 5500 block of Myrtle Grove Road and consists of 13.68 acres, zoned R-15. The engineer is Brad Schuler with Paramounte Engineering, (bschuler@paramounte-eng.com), the case planner is Zach Dickerson (zdickerson@nhcgov.com, 910-798-7450). *Note: This item was moved from the May 1st TRC meeting as the applicant requested to add on more lots. Item 2: Lots 3B 1 & 2, N Kerr Industrial Park – Commercial Site Plan – SITECN-24-000012 Request by Marianne Psilos, owner, for warehousing in the N Kerr Industrial Park. The site is located at 3329 Pennington Drive and consists of 2.39 acres, zoned PD. The engineer is John Tunstall with Norris & Tunstall (jtunstall@ntengineers.com), the case planner is Love Ott, (lott@nhcgov.com, 910-798-7444). Item 3: Guy C Lee Building Materials – Commercial Site Plan – SITECN-24-000013 Request by Dawn Glover, manager, for a warehouse. The site is located at 1207 Castle Hayne Road and consists of 21 acres overall, with 1.02 being disturbed, and is zoned I-2. The engineer is John Tunstall with Norris & Tunstall (jtunstall@ntengineers.com), the case planner is Wendell Biddle (wbiddle@nhcgov.com, 910-798-7068) **Sketch Plan** Item 4: Castle Hayne ABC Store Request from Mike Nichols at Paramounte Engineering for sketch plan review for a potential ABC Store off Castle Hayne Road. Harris Teeter Expansion – 5920 Carolina Beach Road – TRC Review Page | 1 To: Brad Schuler, Paramounte Engineering – bschuler@paramounte-eng.com From: Zach Dickerson – Development Review Senior Planner Date: May 15th TRC Review PID#: R07616-003-033-000 R07616-003-004-000 R07616-003-032-000 R07616-003-003-001 R07616-000-039-000 Egov# SUBPP-24-0003 Subject: Myrtle Sound Preliminary Plan TRC Review The following comments have been received for the May 15th, 2024, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note: following the TRC meeting, a revised preliminary plan addressing each of the below items must be resubmitted prior to receiving preliminary plan approval. Planning, Zachary Dickerson 910-798-7450 1. General Comments a. Zoning is R-15- this is a proposed Performance Residential Development. i. R-15 permits a maximum of 2.5 du/acre ii. Total site acreage with recombination is 13.68 acres, for a maximum of 34 du. b. Performance Residential Subdivisions require a 20’ periphery setback. The one on the initial 30 lot plan shown here would be helpful to show on the updated one. Example screenshot below: Harris Teeter Expansion – 5920 Carolina Beach Road – TRC Review Page | 2 2. UDO Section 5.1, Parking and Loading a. Just noting for paperwork purposes: single-Family Detached dwellings require 2 parking spaces per du. 3. UDO Section 5.3, Tree Retention a. Please submit for a tree removal permit for the trees to be removed for the ROW. 4. UDO Section 5.4, Landscaping and Buffering a. Per UDO Section 5.4.1.A, Single family lots less than 2 acres are not required to meet landscaping requirements. b. If there is any landscaping planned by the developer for some of the common/open space, please show that on the plan. 5. UDO Section 5.5, Lighting a. Is any new 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. 6. UDO Section 5.6, Signs a. If there are any new signs proposed for this development, please apply for sign permits prior to installation. 7. UDO Section 5.7, Conservation Resources a. Per the New Hanover County Conservation Resource Overlay map, there are no Conservation Resources on this site. Harris Teeter Expansion – 5920 Carolina Beach Road – TRC Review Page | 3 8. UDO Article 6, Subdivision Design and Improvements. a. Per Article 6’s Section on Street Connectivity Standards, the street network for any subdivision shall achieve a connectivity ratio of not less than 1.4. b. It does not appear that the link:node ratio is less than 1.4, per the snip below. I counted 4 links and 5 nodes per the definitions laid out in the UDO. This would leave a ratio of 1.25. c. We can discuss how to iron this out, perhaps with the WMPO and NCDOT. NHC Fire Services, Sunnie Batson 910-798-7464 1. Please see attached PDF. NHC Engineering, Galen Jamison 910-798-7072 1. A land disturbing and a stormwater permit issued by the County are required for this project. Please submit the permit applications documentation with requisite review fees for County issued permit directly to gjamison@nhcgov.com. Application and forms can be found at https://www.nhcgov.com/251/Stormwater and https://www.nhcgov.com/249/Sediment- Erosion-Control. 2. It will be requested the existing drainage ditch to the east be placed in a public drainage easement sized in accordance with NHC Stormwater Manual. The County will work with the adjacent property owner to obtain the remaining width. Note, should the applicant elect to maintain the conveyance measures themselves, the POA covenants shall indicate the operation Harris Teeter Expansion – 5920 Carolina Beach Road – TRC Review Page | 4 and maintenance roles and responsibilities for the conveyance measure, although this is not the County’s preference. 3. The offsite drainage conveyed in the existing southern ditch coming from the west that will be routed through the site shall be placed in a public drainage easement sized in accordance with NHC Stormwater Manual. Construction within this offsite drainage conveyance measure that will be maintained by the county will need to be observed during construction by Stormwater Services and a turnover meeting scheduled once the system is ready to be conveyed to the county. Please add a plan note to ensure county construction observation and a turnover meeting occurs. 4. Please contact the State for their stormwater permit requirements. NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site is on public water and sewer. 2. If water and sewer cannot be obtained the individual septic system/well permits must be applied and received. 3. Surrounding properties are on well and septic systems. 4. Proposed infrastructure does not appear to violate any setbacks to surrounding properties’ well or septic systems. NHC Addressing, Katherine May 910-798-7443 1. Two street names are required. Please contact me with the street name suggestions prior to TRC approval. 2. Addresses will be assigned following TRC approval. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. 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. 4. CFPUA sewer will be available through mainline extension and installation of pump station. 5. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 6. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application Form and a Preliminary Plan, this determination does not guarantee capacity. 7. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the Authority. NCDOT, Nick Drees 910-343-3915 1. Please see attached PDF. WMPO, Scott James 910-473-5130 1. See attachment. Harris Teeter Expansion – 5920 Carolina Beach Road – TRC Review Page | 5 Army Corps of Engineers, Brad Shaver 910-251-4611 1. Myrtle Sound has been issued a jurisdictional determination that included non-jurisdictional wetlands and a jurisdictional stream channel. If the development makes impacts into the stream channel a permit will be necessary. Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn New Hanover Soil & Water, Dru Harrison USACE, Rachel Capito NCDEMLR, Dan Sams DCM, Tanya Pietila New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County TRC Plan Review - 2018 NC Fire Code Pursuant to the North Carolina Fire Prevention Code and New Hanover County Ordinances Section 26 Required for Plan Review Submittal • The complete TRC/Site plans comments by fire during review shall be submitted along with the building plans for review to New Hanover County Fire Marshal’s Office. This shall include the complete set of civil plans. Failure to submit the comments or complete set of civil plans will result in a resubmittal for review for verification of compliance. • Any building with a generator or aboveground storage tank (AST) shall include an engineered plan complying with the NCFC Chapter 23, 57 and NFPA 30 showing all applicable distances as required from those specific requirements. • Any plan involving an underground storage tank (UST) shall include an engineered plan complying with the NCFC Chapter 23, 57 and NFPA 30 for Underground Storage Tank Cover requirements. This plan shall also show all vent lines. • Per NCFC 503.6, submit for review the details and manufacturer information for the gate across the fire department access road. Include both the UL and ASTM Listing in the documentation attachments for approval. • Per NCFC 507.1, Provide an Engineered fire flow analysis report in accordance with the fire code and Appendix B to include pertinent information. A fire flow test shall be conducted in accordance with NFPA 291 and NCFC 507.4. This report shall be submitted by a P.E. and include the stamp of the submitting individual on the report. New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County Accessibility The cul-de-sac diameter and all road widths shown on submitted plans meet code requirements. • Fire apparatus access roads are required at time of construction. They are to be capable of handling the weight of fire apparatus and be passable in all weather conditions. Fire apparatus access roads are to be a minimum of 20 feet wide (Chapter 5), unless there are fire hydrants installed along the roadway then minimum is 26 feet wide (Appendix D). The fire code official may increase this width as necessary based on potential for fire apparatus response. Dead end roads greater than 150 feet in length shall require an approved means for fire apparatus to turn around (Chapter 5 and Appendix D). Fire apparatus access roads shall provide a clear vertical clearance of 14 feet including trees, canopies, bridges, etc. (Chapter 5 requirement is 13 feet 6 inches, however AHJ requires 14 feet based on local apparatus). • Street and road signs are required, temporary signs during construction are acceptable as long as they are legible and weather resistant. (Chapter 5). • Fire apparatus access roads that access commercial buildings greater than 30 feet in height are to be a minimum of 26 feet wide, be capable of handling the weight of aerial fire apparatus (100,000 lbs.) and be passable in all weather conditions. • Parking shall not be allowed on either side of the above-mentioned roadway. If roadside parking is desired the minimum road width shall be increased, contact the fire code official for further information. No Parking signs shall be a minimum of 12 inches wide and 18 inches tall. Commercial buildings shall have fire lanes marked (Chapter 5) • Gates on fire apparatus access roads are discouraged due to the delay in response. If gated access is deemed necessary it shall be either staffed with personnel 24 hours per day every day, 365 days of the year or must include KNOX key bypass switch and siren activation (both). (Chapter 5). • Traffic calming devices are highly discouraged due to the delay in response. Speed bumps/humps are prohibited. Requests for other traffic calming devices must be evaluated during the Technical Review (TRC). • Fire lanes shall be a minimum of 18 feet wide and 14 feet vertical clearance feet including trees, canopies, bridges, etc. and must be marked. New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County • Key Boxes (KNOX Boxes) o Required if structure is required to have a fire alarm system or automatic sprinkler system. o Knox Box required at/adjacent to the front (main) entrance, at an elevation of 5 ft, +/- 6 in. A KNOX box(es) is(are) required at the exterior access nearest the fire sprinkler riser(s). Larger facilities may require additional key boxes. All key box locations must be shown on the building plans. All key boxes are required to be installed prior to final inspection. o The customer may order online from Knox. • Premises identification is required. Address and or unit numbers are required on the street side as well as unit identification on rear access doors. Letters and Numbers shall not be less than 6 inches tall and ¾ inches wide; must be weather resistant and contrasting in color to their background. (Chapter 5). Buildings constructed under the 2018 code shall require additional signage per Appendix J. • Rooms containing controls for HVAC, fire sprinkler risers, fire alarm control panels, or other fire detection/protection equipment must be identified with signage (Chapter 5). Water Supply (Chapter 5 and Appendix C) Hydrant spacing meets code requirements on the submitted plans. • If a water supply is required for fire protection a fire hydrant system or other means approved by the fire code official must be present prior to beginning construction and be maintained operable during the construction period. (For construction, fire dept. water shuttle counts as long there is a fill site within range) • An engineered fire flow calculation indicating the available fire flow shall be submitted to the Fire Marshal’s Office during plans review. • If an approved water supply capable of supplying the required fire flow for fire protection is available, fire hydrants shall be provided. New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County • If the approved water supply is not capable of supplying the required fire flow for fire protection a private system shall be engineered to meet the required fire flow for both automatic sprinkler systems and fire hydrants. • Fire Hydrants o All fire hydrants shall have a 5 ¼ inch barrel, a 5 ¼ inch valve opening, two 2 ½ inch NST side discharges and a 5-inch pumper nozzle with a 5-inch STORZ connection. Further information on the technical specifications is available from the fire code official or Cape Fear Public Utility Authority. o All fire hydrants shall be installed so they are visible from the fire apparatus access road with unobstructed access and a clear space no less than 36 inches in all directions. They shall be protected from vehicle impact by curbing, guard posts or other means approved by the fire code official. They shall be oriented with the large discharge facing the nearest street. All discharges shall meet the NFPA requirements for distance above grade. o Fire hydrants in general residential areas shall be installed so that all insured properties are within 500 feet of a hydrant (hydrant spacing approximately 1000 feet apart along a fire apparatus access road, installed at intersections where possible). The first fire hydrant should be installed at or near the entrance to the residential area. o Additional fire hydrants may be required by the fire code official based on the type of hazard or use of the protected structure. (Appendix C) • Fire Department Connections (FDC) o Fire Department connections shall utilize 5-inch Storz connections with a 30 degree down angle. Remote FDC’s are discouraged. o A fire hydrant shall be located no less than 50 feet from the structure and no greater than 100 feet from the fire department connection. For buildings with multiple fire department connections, each one shall have a dedicated fire hydrant. o The fire department connection shall be located so that the fire apparatus and the hoses connecting it to the fire hydrant and to the fire department connection do not obstruct access to the buildings for other fire apparatus. o Fire department connections shall not be obstructed by fences, bushes, dumpsters, utilities, or vehicles. New Hanover County Fire Rescue 230 Government Center Drive, Suite 130 Wilmington, NC 28403 Phone: (910) 798-7420 Fax: (910) 798-7052 Protecting the citizens and visitors of New Hanover County o Fire department connections are to be unobstructed with 36 inches clearance to both sides and 78 inches vertically. o An audible/visual device indicating water flow or fire alarm activation shall be located above the fire department connection. o The fire department connection shall be labeled with code compliant signage indicating the type of connection and where more than one fire department connection exists additional signage is required to indicate the area protected. Demolition o All demolition work must comply with Chapter 33. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER J.R. “JOEY” HOPKINS GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum To: New Hanover County Technical Review Committee Date: April 19, 2024 Subject: Myrtle Sound_5523 Myrtle Grove 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 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 (attached) for submittal requirements (Documents, details, and plans). A NCDOT Encroachment Agreement is required for any utility connections or installations within NCDOT right-of-way. A NCDOT Encroachment Agreement is required for any sidewalk or multi-use path placed within the NCDOT right-of-way. 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 o Reference table 3-1 below for design requirements. No gates are allowed within 100’ from the right-of-way. Label the radius for the driveway connection. x Make sure to accommodate the largest proposed vehicle. 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 PEDEN P O I N T R D MYR T L E G R O V E R D PINER R D MARINA C L U B D R WILMINGTON, NC 28401 MYRTLE SOUND 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 COUNTYPLANNING PH: 910-798-7165 ENGINEERINGPH: 910-798-7139 PIEDMONT NATURAL GASATTN: PAUL GONKA PH: 910-251-2810 EMERGENCY DIAL 911 POLICE - FIRE - RESCUE CAPE FEAR PUBLIC UTILITY AUTHORITY (WATER & SEWER)ENGINEERING/INSPECTIONS PH: 910-332-6560 OPERATIONS/MAINTENANCEPH: 910-322-6550 DUKE ENERGY PROGRESSDISTRIBUTION CONSTRUCTION SERVICE PH: 910-256-7258 DEP CSC PH: 1-800-452-2777 AT&T/BELL SOUTH ATTN: CHRISSY COSTONPH: 910-341-7664 TIME WARNER CABLE PH: 910-763-4638 MYRTLE GROVE ROAD - NEW HANOVER COUNTY SHEET INDEX MARCH 2024 C-0.0 COVER SHEET APPROVALS:CONSULTANTS: LANDSCAPE ARCHITECT: NEW HANOVER COUNTY, NORTH CAROLINA STOREHOUSE HOLDINGS, LLC 315 DAWSON STREETWILMINGTON, NC 28401 PARAMOUNTE ENGINEERING, INC.122 CINEMA DRIVEWILMINGTON, NORTH CAROLINA 28403P: (910) 791-6707 ATTN: TIM CLINKSCALE, PE (ENGINEERING)ATTN: ALLISON ENGEBRETSON (LANDSCAPE) PARAMOUNTE ENGINEERING, INC. 122 CINEMA DRIVEWILMINGTON, NORTH CAROLINA 28403P: (910) 791-6707 ATTN: JOSH TAYLOR, PLS PROJECT # 23353.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 STOREHOUSE HOLDINGS, LLC SHEET NUMBER SHEET TITLE PRELIMINARY PLANC-2.0 MARCH 2024 FOR TRC DESIGN DOCUMENTS PERFORMANCE RESIDENTIAL SUBDIVSION STOREHOUSE HOLDINGS, LLC 315 DAWSON STREET EXISTING CONDITIONSEX-1 PRELIMINARY PLAN SITE VICINITY MAPSCALE: 1" = 2000'VICINITY MAPSCALE: 1" = 2000'VICINITY MAPSCALE: 1" = 2000' S 2 5 ° 5 6 ' 4 7 " W 9 5 . 6 6 ' (T I E ) 30.0'30.0' 1UP 2UP 3UP 27 27 27 26 26 26 26 26 25 25 25 25 25 25 25 25 24 24 23 23 22 22 22 22 21 21 21 21 20 20 19 19 18 18 1717 17 17 16 16 15 15 15 15 14 14 14 14 13 13 13 13 12 12 12 12 11 11 11 10 10 9 9 9 9 8 8 8 8 8 8 7 7 7 7 7 6 6 5 5 4 4 1011 21O 18O 31O 38O 14O 14O 16O 18O42 O15O 20O 16O 13O 20O 13O 17O 15O 13O 13O 13O 13O 15O 13O 12O 17O 15O 17O 14O 13O 17O15O 15O 13O15O 18O 31O19O TWIN 14O14O 14O 12O 15O 15O 14O 24O 18O 17O 16O 18O 15O 16O16O 13O 13O 16O 25O 14O13O 14O 18O 13O 14O 16O14O14O 13O 14O13O 13O 13O 16O 18O 17O 13O 14O17O 14O 17O13O 16O 18O 20O 13O 35O 12O 18O 16MAG 14MAG CLUSTER13MAG CLUSTER 11 MAG CLUSTER10 MAG CLUSTER 13MAG 13MAG 19M 17MAG 15MAG 19MAG 13MAG 15MAG 13MAG 13MAG 15MAG 13MAG 23P24P 18P 14P 23P 20P 16P18P 18P 18P 19P 18P 25P 18P 14P 17P13P19P 21P 19P 22P 18P 13P 22P 14P 16P 24P 18P 24P 17P 22P 19P 15P 14P 13P 21P 13P17P 20P 13P 18P 14P 21P 19P 16P 13P 19P18P16P 16P16P 17P15P 26P 22P 18P 14P 18P 15P 15P 15P 19P18P14P14P 19P 27P 26P 16P 19P15P 18P 16P13P 18P 17P13P 16P 13P 17P 14P16P13P16P 14P16P14P 13P14P 13P15P 13P15P 19P 14P 18P 16P15P 20P 18P 18P 23P 33P 13P15P 16P 20P 28P13P 14P 16P 19P 14P 16P 14P 18P 15P 21P12P17P18P 16P16P 18P 18P14P16P 16P16P17P13P 14P 13P 13P 16P 13P 14P13P 15P19P14P 13P16P 12P14P 13P14P 18P 27P 14P 18P 18P 18P 13P 19P 15P 19P 16P 13P 12P 16P 13P 13P 15P 17P 12P 16P 15P18P 15P16P 18P 14P 12P 14P17P 15P 13P 13P 13P 12P16P 13P 23P 23P 17P 15P 23P23P 25P 16P 14P 16P 18P 18P 21P 12P 14P 14P 12P 13P 34P 23P 16P 16P 14P 16P 12P 18P 16P 14P 15P 23P 30P 15P 12P 15P 26P 22P 22P 23P 24P 24P 16P17P 27P 28P 15P 20P 19P 21P 19P 17P16P 28P 30P 26P 16P 18P15P23P 26P26P 21P 12P 13P 13P12P 12P 29P 23P 17P 23P 20P 16P21P 18P16P 22P 18P 20P 21P 21P 16P 17P 18P 14P 20P20P 21P 15P 16P 15P 19P 14P 14P 12P13P14P17P 14P 14P 12P 13P 14P 21P22P 16P 21P 18P 13P 16P 14P 14P 15P 12P 12P 25P 16P 21P23P 19P 14P 13P 19P 21P 17P 15P 15P 15P16P 18P 22P16P 14P 15P 21P 17P 18P 16P13P 17P 15P 12P 29P 32P 18P14P 23P 25P 21P 30P 24P 31P 27P 17P 28P 14P 13P17P 15P12P 16P 13P 17P 19P 16P 19P 17P 14P 17P 23P 13P14P 16P15P 20P 17P 13P 16P14P 15P 15P 19P 16P 13P 19P 16P 21P 17P 16P17P 14P16P 13P 15P16P 19P 18P 29P 20P 19P 15P 24P 25P25P 17P 23P15P17P 22P 13P21P 24P22P 13P17P 15P16P14P 16P 14P 21P 19P 14P 21P 17DOG 13DOG 15GUM 14GUM 15G13G 13G TWIN13G TWIN 20G 13G 16G 15G 16G 15G 17G 15G 17G 15G 17G 17G 13G 15SYCA28SYCA PARCEL ID: R07616-003-005-000NOW/FORMERLYRACKLEY SANDRA S TRUSTEEDB 6575 PG 2055 PARCEL ID: R07616-003-006-000NOW/FORMERLYRACKLEY SANDRA S TRUSTEEDB 6256 PG 664 PARCEL ID: R07616-003-007-000NOW/FORMERLYMINCY SAMUEL THOMAS ANN SDB 819 PG 101 PARCEL ID: R07616-003-009-000NOW/FORMERLYKYE WANDA GDB 6601 PG 30MB 70 PG 44E.I.P.E.I.P. E.I.P. E.I.P.(WITNESS TO CORNER) E.I.R.A B C BR A N C H T H A T H A S B E E N DIT C H E D I S P R O P E R T Y L I N E (A- B ) MY R T L E G R O V E R O A D (6 0 ' P U B L I C R I G H T O F W A Y ) SR 1 4 9 2 R R/W R/W SEA GULL LANE(PRIVATE) MB 26 PG 114 E.I.P.(WITNESS TO CORNER) NAT U R A L B R A N C H I S P R O P E R T Y L I N E (B-C ) S 64°00'39" E 158.72'TIE TO E.C.M. (NTS) E.C.M. R/ W R/W R/W PARCEL ID: R07616-003-004-000NOW/FORMERLYSTOREHOUSE HOLDINGS LLCDB 6658 PG 10481.02 ACRES ± PARCEL ID: R07616-003-033-000NOW/FORMERLYSTOREHOUSE HOLDINGS LLCTRACT 5 DB 6658 PG 10420.32 ACRES ± PARCEL ID: R07616-003-002-001NOW/FORMERLYSTOREHOUSE HOLDINGS LLCTRACT 1 DB 6658 PG 10420.25 ACRES ± PARCEL ID: R07616-003-002-000NOW/FORMERLYNIELSEN ALICE MARGARETDB 1624 PG 1505 E.I.P. E.I.R. E.I.P.(BENT) E.I.P. E.I.R.(BENT)E.I.P. E.I.P. "C" STONE EXISTINGDITCH PARCEL ID: R07616-003-003-000NOW/FORMERLYSTOREHOUSE HOLDINGS LLCTRACT 2A MB 73 PG 3520.34 ACRES ± E.I.P. E.I.P. E.I.R.(BENT) E.I.P.(BENT) E.I.P. E.I.P. E.I.P. PARCEL ID: R07616-003-003-000NOW/FORMERLYSTOREHOUSE HOLDINGS LLCREMAINDER OF TRACT 2 DB 6658 PG 10421.95 ACRES ± PARCEL ID: R07616-003-008-000NOW/FORMERLYTODD JANE CDB 2459 PG 658 E.I.P.(WITNESS TO CORNER) EXISTINGDITCH N 1 0 ° 5 0 ' 5 1 " E 2 0 0 . 1 9 ' ( T O T A L ) S 63°58'47" E 618.03' S 63°57'47" E 499.84' S 64°00'34" E 171.92' N 64°13'05" W 135.98'N 64°14'59" W 212.24'N 63°58'49" W 143.61'N 63°57'33" W 142.34' N 72° 2 0 ' 5 5 " E 8 8 . 6 3 ' S 3 2 ° 3 7 ' 0 3 " W 1 1 5 . 0 3 ' S 2 8 ° 5 8 ' 2 9 " W 1 2 9 . 7 0 ' 62.3 6 ' S 52 ° 4 4 ' 3 4 " W 113 . 2 8 ' S 43 ° 3 0 ' 2 9 " W 102 . 1 3 ' S 52 ° 2 0 ' 3 5 " W 77.65 ' S 66° 5 7 ' 1 9 " W 58.14'S 71°55'15" W N 11°02'24" E47.30' N 1 0 ° 4 6 ' 2 9 " E 1 3 2 . 4 4 ' ( T I E ) 16 5 . 3 7 ' " W 2 2 7 . 5 1 ' RLI N E D I T C H ) S 63°58'47" E 14.70'TO CORNER ATCENTERLINE BRANCH S 64°00'34" E 17.17'TO CORNER ATCENTERLINE BRANCH 34 . 8 3 ' S 63°56'07" E 196.61' N 64°20'15" W 190.88' N 1 0 ° 5 3 ' 3 0 " E 3 0 9 . 6 8 ' S 82°05'01" E 2 0 9 . 5 8 ' 55.77'N 64°20'15" W160.29' N 79°00'10" W 1 3 0 . 0 0 ' N 1 0 ° 5 9 ' 5 0 " E 9 8 . 5 8 ' N 77°39'44" W 1 6 4 . 4 0 ' S 20°53'25" W38.70' N 2 0 ° 5 2 ' 1 5 " E 65 . 5 2 ' N 1 1 ° 0 5 ' 3 1 " E 1 0 0 . 7 9 ' 65 . 9 5 ' N 1 0 ° 3 8 ' 1 4 " E 84 . 4 8 ' N 1 0 ° 5 9 ' 5 0 " E 80 . 0 0 ' N 1 0 ° 5 9 ' 5 0 " E N 10°59'50" E22.00' N 79°00'10" W 25.06' S 77°51'18" E 94.35' S 77°35'22" E63.52'S 73°23'26" E 18.25' S 63°55'53" E 218.36' S 63°57'33" E 5.73'TO CORNER ATCENTERLINE DITCH N 64°10'09" W 271.27' PARCEL ID: R07616-003-003-001NOW/FORMERLYSTOREHOUSE HOLDINGS LLCTRACT 3 DB 6658 PG 10425.05 ACRES r E.I.P. N 1 0 ° 5 3 ' 0 1 " E 2 0 9 . 1 9 ' PARCEL ID: R07616-003-032-000NOW/FORMERLYSTOREHOUSE HOLDINGS LLCTRACT 4 DB 6658 PG 10425.31 ACRES ± 42 OAK 38 OAK 35 OAK 34 PINE33 PINE 100-Y 100- Y R 100- Y R 100-YR 10 0 - Y R 100 - Y R 100- Y R 10 0 - Y R 100 - Y R 100-YR 100-YR 100-YR 100-YR 100-YR 1 500-YR 500-YR500-YR 500-YR 500-Y R 500- Y R 500 - Y R 500- Y R 50 0 - Y R 500-Y R 500-Y R500-YR 500- Y R 500- Y R 500- Y R 500 - Y R 500- Y R 500-YR 500-Y R 500 - Y R 500 - Y R 500 - Y R 500 - Y R 50 0 - Y R 500-Y R 500- Y R 500- Y R 500 - Y R 500 - Y R 500- Y R 500-Y R 500 - Y R 500 - Y R 500 - Y R 500- Y R 500 - Y R 500-YR 500 - Y R 500-YR 500 - Y R 500- Y R 500-YR 500-Y R 500-YR 50 PEDE N P O I N T R D MYR T L E G R O V E R D PINER R D MARINA C L U B D R MY R T L E S O U N D MY R T L E G R O V E R O A D NE W H A N O V E R C O U N T Y , N C 23353.PE ST O R E H O U S E H O L D I N G S , L L C 31 5 D A W S O N 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 SITE VICINITY MAP SCALE: 1" = 2000' VICINITY MAP SCALE: 1" = 2000' VICINITY MAP SCALE: 1" = 2000' EXISTING SITE DATA:PROJECT NAME: MYRTLE SOUND APPLICANT / OWNER: STOREHOUSE HOLDINGS, LLC315 DAWSON STREETWILMINGTON, NC 28401 PARCEL ID: R07616-003-033-000R07616-003-004-000R07616-003-032-000R07616-003-003-001R07616-000-039-000* PROJECT ACREAGE: ± 11.72 AC OR 510,564 SF**ACREAGE TO BE EXPANDED TO ±11.80 AC WITH PROPOSED RECOMBINATION WITH PARCEL R07616-000-039-000 CURRENT ZONING: R-15 (RESIDENTIAL DISTRICT) FLOOD INFORMATION:1. PORTIONS OF THIS SITE ARE LOCATED IN ZONE AE (BFE 12), ASPECIAL FLOOD HAZARD AREA, AS SHOWN ON FEMA FLOOD MAP NO.3720314400K BEARING AN EFFECTIVE DATE AUGUST 28, 2018. WET PARCEL BOUNDARY LEGEND WETLAND RIGHT OF WAY SPECIAL FLOOD HAZARD AREA100-YR100-YR ADJACENT PROPERTY LINE 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" = 5 0 ' BW S BW STGC 0 25 50 100 200 SCALE: 1"=100' GRAPHIC SCALE NA D 8 3 ( 2 0 1 1 ) S 2 5 ° 5 6 ' 4 7 " W 9 5 . 6 6 ' (TI E ) 30.0' 30.0' 27 27 27 26 26 26 26 26 25 25 25 25 25 25 25 25 24 24 23 23 22 22 22 22 21 21 21 21 20 20 19 19 18 18 1717 17 17 16 16 15 15 15 15 14 14 14 14 13 13 13 13 12 12 12 12 11 11 11 10 10 9 9 9 9 8 8 8 8 8 8 7 7 7 7 7 6 6 5 5 4 4 1011 S 63°57'47" E 499.84' S 64°00'34" E 171.92' N 64°13'05" W 135.98'N 64°14'59" W 212.24'N 63°58'49" W 143.61'N 63°57'33" W 142.34' S 32 ° 3 7 ' 0 3 " W 1 1 5 . 0 3 ' S 2 8 ° 5 8 ' 2 9 " W 1 2 9 . 7 0 ' 62.3 6 ' S 52 ° 4 4 ' 3 4 " W 113 . 2 8 ' S 43 ° 3 0 ' 2 9 " W 102. 1 3 ' S 52 ° 2 0 ' 3 5 " W 77.6 5 ' S 66° 5 7 ' 1 9 " W 58.14' S 71°55'15" W N 1 0 ° 4 6 ' 2 9 " E 1 3 2 S 64°00'34" E 17.17'TO CORNER ATCENTERLINE BRANCH S 63°56'07" E 196.61' N 64°20'15" W 190.88' N 1 0 ° 5 3 ' 3 0 " E 3 0 9 . 6 8 ' 55.77'N 64°20'15" W160.29' N 79°00'10" W 1 3 0 . 0 0 ' N 1 0 ° 5 9 ' 5 0 " E 9 8 . 5 8 ' N 77°39'44" W 16 4 . 4 0 ' S 20°53'25" W38.70' N 2 0 ° 5 2 ' 1 5 " E 65 . 5 2 ' N 1 1 ° 0 5 ' 3 1 " E 1 0 0 . 7 9 ' 65. 9 5 ' N 1 0 ° 3 8 ' 1 4 " E 84 . 4 8 ' N 1 0 ° 5 9 ' 5 0 " E 80 . 0 0 ' N 1 0 ° 5 9 ' 5 0 " E N 10°59'50" E22.00' N 79°00'10" W25.06' S 77°51'18" E 94.35' S 77°35'22" E 63.52'S 73°23'26" E 18.25' S 63°55'53" E 218.36' S 63°57'33" E 5.73'TO CORNER ATCENTERLINE DITCH N 64°10'09" W 271.27' N 1 0 ° 5 3 ' 0 1 " E 2 0 9 . 1 9 ' MY R T L E G R O V E R D 60 ' P U B L I C R / W W WW W W W W 1 2 3 4567 8 91011 12 13 14 15 16 17 18 19 20 21 22 2324252627282930 9,833 SF 9,260 SF 8,334 SF 8,351 SF 8,418 SF 8,344 SF 10,280 SF 9,950 SF8,731 SF11,504 SF 10,458 SF 14,837 SF 9,947 SF 12,777 SF 8,139 SF 8,140 SF 9,667 SF 8,310 SF8,250 SF8,258 SF7,710 SF 8,210 SF STORMWATERFACILITY±1.68 AC 8,368 SF 8,142 SF 8,143 SF 8,144 SF 8,254 SF8,233 SF 11,125 SF 9,621 SF STOREHOUSE HOLDINGS LLCPARID: R07616-003-039-000D.B. 6658, PG. 1042 SIMMS ZACHARYPARID: R07616-003-003-000D.B. 6680, PG. 1353 SANDOLLAR SHORES HOAPARID: R07616-003-001-000D.B. 1354, PG. 0404 RACKLEY SANDRA STRUSTEEPARID: R07616-003-005-000D.B. 6256, PG. 660 RACKLEY SANDRA STRUSTEEPARID: R07616-003-006-000D.B. 6256, PG. 664 MINCY SAMUEL THOMAS ANN SPARID: R07616-003-007-000D.B. 819, PG. 101 TODD JANE C ETALPARID: R07616-003-008-000D.B. 6675, PG. 2581 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM W W W W W W W W W W PUMP STATION 100-Y R 100-Y R 100-Y R 100-Y R 10 0 - Y R 100 - Y R 100-Y R 100 - Y R 100 - Y R 100-Y R 100-Y R 100-YR 100-YR 500-YR500-YR 500-YR 500-Y R 500- Y R 500 - Y R 500- Y R 500 - Y R 500-Y R 500-Y R500-YR 500-Y R 500 - Y R 500 - Y R 500 - Y R 500- Y R 500-YR 500-Y R 500 - Y R 50 0 - Y R 50 0 - Y R 50 0 - Y R 500 - Y R 500- Y R 500- Y R 500 - Y R 500 - Y R 500 - Y R 500 - Y R 500-Y R 500- Y R 500 - Y R 500 - Y R 500 - Y R 500 - Y R 500-YR 500 - Y R 500-YR 500 - Y R 500 - Y R 500-YR 500-YR 500-YR 50 KYE WANDA GPARID: R07616-003-009-000D.B. 6601, PG. 30 SS SS SS SS SS PEDE N P O I N T R D MYR T L E G R O V E R D PINE R R D MARIN A C L U B D R MY R T L E S O U N D MY R T L E G R O V E R O A D NE W H A N O V E R C O U N T Y , N C 23353.PE ST O R E H O U S E H O L D I N G S , L L C 31 5 D A W S O N 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 SITE VICINITY MAP SCALE: 1" = 2000' VICINITY MAP SCALE: 1" = 2000' VICINITY MAP SCALE: 1" = 2000' EXISTING SITE DATA: PROJECT NAME: MYRTLE SOUND APPLICANT / OWNER: STOREHOUSE HOLDINGS, LLC315 DAWSON STREETWILMINGTON, NC 28401 PARCEL ID: R07616-003-033-000R07616-003-004-000R07616-003-032-000R07616-003-003-001R07616-000-039-000* PROJECT ACREAGE: ± 11.72 AC OR 510,564 SF**ACREAGE TO BE EXPANDED TO ±11.80 AC WITH PROPOSED RECOMBINATION WITH PARCEL R07616-000-039-000 CURRENT ZONING: R-15 (RESIDENTIAL DISTRICT)PROPOSED USE: PERFORMANCE RESIDENTIAL DEVELOPMENT DATA:MAXIMUM DENSITY: 2.5 DU/ACMAXIMUM UNITS: 30 UNITS (11.8 AC X 2.5) PROVIDED UNITS: 30 UNITSPROVIDED DENSITY: 2.5 DU/AC REQUIRED OPEN SPACE: 2.36 AC (11.8 AC X 20%)PROVIDED OPEN SPACE: 3.80 AC (32.2% OF SITE) SETBACKS:1. BUILDINGS ON THE PERIHERY OF THE DEVELOPMENT SHALL BESETBACK A MINIMUM OF 20 FEET.2. SINGLE FAMILY DWELLINGS SHALL BE SPACED A MINIMUM OF 10FEET FROM EACH OTHER. SIGNAGE NOTE: 1. SIGNAGE TO BE PERMITTED SEPARATELY AND SHALL COMPLYWITH SECTION 5.6 OF THE UDO. TRAFFIC NOTE: 1. PROPOSED DEVELOPMENT EXPECTED TO GENERATE LESSTHAN 100 PEAK HOUR TRIPS. A TRAFFIC IMPACT ANALYSIS ISNOT REQUIRED. WETLAND NOTE:1. ON SITE WETLANDS ARE UNDER EVALUATION. UTILITY NOTE:1. WATER AND SEWER SERVICES TO BE COORDINATED WITH CAPEFEAR PUBLIC UTILITY AUTHORITY. FLOOD INFORMATION:1. PORTIONS OF THIS SITE ARE LOCATED IN ZONE AE (BFE 12), ASPECIAL FLOOD HAZARD AREA, AS SHOWN ON FEMA FLOOD MAP NO.3720314400K BEARING AN EFFECTIVE DATE AUGUST 28, 2018. 24' 1/2" PER FT1/4" PER FT SLOPES= 3:1 MODIFIED VALLEY CURB SLOPES= 3:1 1' 45 FT R/W 6"-B25.0B BASE 1/4" PER FT 6" STONEUNDER CURBING1.5"-SF9.5B SURFACE 4.5' SIDEWALK 9.5'5'1' 1'1' WET WATER LINE PROPOSED SETBACKS W W W FIRE HYDRANT ASSEMBLY PROPOSED POND OUTLINE LOT LINE SUBDIVISION BOUNDARY LEGEND STREETLIGHT WETLAND RIGHT OF WAY SEWER LINESSSS SPECIAL FLOOD HAZARD AREA100-YR100-YR ADJACENT PROPERTY LINE PR E L I M I N A R Y P L A N C-2.0 03/ 2 8 / 2 0 2 4 1" = 5 0 ' BW S BW S TG C OPEN SPACE ROAD A45' PRIVATE ROW ROAD B45' PRIVATE ROW 0 25 50 100 200 SCALE: 1"=50' GRAPHIC SCALE NA D 8 3 ( 2 0 1 1 ) 5' SIDEWALK CBU MAILBOX STREETLIGHT, TYP. FIRE HYDRANT, TYP. OPEN SPACE, TYP.. 90' 45 ' 20 ' T Y P . R40' R48' R5 3 ' 25'25'25'8' 5' TYP. 20 ' T Y P . 12 9 ' 65' PROJECT ROAD NOTES:1. ALL ROADS WILL BE PRIVATE RIGHTS OF WAY CONSTRUCTED TONCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTION STANDARDS.2. ALL INTERNAL ROADWAY INTERSECTIONS WILL HAVE A 25' MINIMUMRADIUS AND CONNECTIONS TO EXISTING ROADWAYS WILL HAVE A 30'MINIMUM RADIUS.3. STREET NAMES SIGNS SHALL BE INSTALLED AS SOON AS ROADWAYSARE ACCESSIBLE BY VEHICLE TRAFFIC.4. ADDRESSING WILL COMPLY WITH LOCAL REQUIREMENTS. FIRE APPARATUSTURNAROUND AREA TO BERECOMBINED INTOSUBDIVISION (±3,716 SF) FORCE MAIN TO DISCHARGE TO A MANHOLETRIBUTARY TO WATERFORD PS051 20' OPEN SPACE /STORMWATERACCESS MEMORANDUM To: New Hanover County Technical Review Committee Date: 4/23/24 Subject: Myrtle Sound Major Subdivision Preliminary Plan Comments: • Private roads are to be built to NCDOT standards. Please change Roadway Cross Section from (1.5” SF9.5 B Surface and 6” B25.0B) to current NCDOT Subdivision Roads Minimum Construction Standards, based upon the subgrade soil type. [NCDOT Subdivision Roads Minimum Construction Standards, p. 23, dated January 2010.] • Please label the distance of Road A adjacent to Lot #15. • Please label the pavement width for the CBU Mailbox, in front of the Pump Station. • Please show the access drive apron for the pump station. If there are gates or fences around the pump station, please show the gates, fences and direction of motion on the site plans. The fences and gates shall not block access to the sidewalks or travel lanes. NCDOT Projects: TIP Projects in the Area: N/A WMPO 2045 Projects: Myrtle Grove Widening- RW16- (2035) BP-433 Myrtle Grove Trail New Hanover County CTP: N/A TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required. Land Use (ITE Code) Intensity 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips Single Family, Detached, (210) 30 DU 283 21 28 NKIP Lot 3B-1 & Lot 3B-2 – 3319 Pennington Drive – TRC Review Page | 1 To: John Tunstall with Norris & Tunstall – jtunstall@ntengineers.com From: Love Ott – Development Review Planner Date: May 15th TRC Review PID#: R02600-003-077-000 Egov# SITECN-24-000012 Subject: 3319 Pennington Drive – Lot 3B-1 & Lot 3B-2 NKIP TRC Review The following comments have been received for the May 15th, 2024, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note: following the TRC meeting, a revised preliminary plan addressing each of the below items must be resubmitted prior to receiving preliminary plan approval. Planning, Love Ott 910-798-7444 1. General Comments a. Per the PD Zoning for this parcel, the intended use is Industrial/Commercial. This use is compatible with the intent of this PD zoning. 2. UDO Section 5.1, Parking and Off Street Loading a. Total spaces listed on plans state 24 spaces; however, 23 spaces total were counted. 3. UDO Section 5.2, Traffic, Access and Connectivity a. Any access questions, please refer to NCDOT comments. 4. UDO Section 5.3, Tree Retention a. For the trees planned to be removed, please submit for 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. 6. UDO Section 5.5, Lighting NKIP Lot 3B-1 & Lot 3B-2 – 3319 Pennington Drive – TRC Review Page | 2 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. A Section 510 study will be required - Emergency First Responder Radio coverage per the fire code. 2. If any sprinkler systems are installed, then a fire hydrant shall be placed within 100 feet of the FDC. 3. No high Piled Storage will be allowed in either building, unless proper permitting / design is shown and applied for through this office. 4. All fire finals will be required as needed. 5. With the above stated County Fire is good with this project moving through the TRC. NHC Engineering, Galen Jamison 910-798-7072 1. The County stormwater permit is currently under review. All review comments will be addressed with the designer. 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. Please contact the State for permit modifications to the existing stormwater permit, SW960411. Please forward a copy of the modified State stormwater permit when completed. NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site plan reflects connection to public water and sewer. There are no records of surrounding properties being on any wells or septic systems. NKIP Lot 3B-1 & Lot 3B-2 – 3319 Pennington Drive – TRC Review Page | 3 NHC Addressing, Katherine May 910-798-7443 1. Permitting requires one address for each building. Please contact me for additional address following TRC approval. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan review required by CFPUA. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan-Review-103. 3. CFPUA water and sewer available. 4. Project is currently in CFPUA Plan Review. NCDOT, Nick Drees 910-343-3915 1. See attached appendix. WMPO, Scott James 910-473-5130 1. See attached appendix. Army Corps of Engineers, Brad Shaver 910-251-4611 1. No comments 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 23, 2024 Subject: 3329 Pennington 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 Pennington Drive is a public road but has not been accepted by NCDOT. 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. 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. o Reference table 3-1 below for design requirements. 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 & /LFHQFH& -2 + 16781 6 7 $//    (1*,1((5 , 5 2 1 * $ 7 ( ' 5 6 8 , 7 ( :,/ 0 , 1 * 7 2 1 1 & 3+ 2 1 ( $ 6 + / , 7 7 / ( 5 , 9 ( 5 5 ' 1 : $6+ 1 & 3+ 2 1 ( 12 5 5 , 6 7 8 1 6 7 $ / / &2 1 6 8 / 7 , 1 * ( 1 * , 1 ( ( 5 6 3 & 87 , / , 7 < 3 / $ 1 6&$/( 35(/ , 0 , 1 $ 5 < :,/ 0 , 1 * 7 2 1 1 & /2 7 % ) 2 5 0 ( 5 / < / R W 3 ( 1 1 , 1 * 7 2 1 ' 5 & /LFHQFH& -2 + 16781 6 7 $//    (1*,1((5 , 5 2 1 * $ 7 ( ' 5 6 8 , 7 ( :,/ 0 , 1 * 7 2 1 1 & 3+ 2 1 ( $ 6 + / , 7 7 / ( 5 , 9 ( 5 5 ' 1 : $6+ 1 & 3+ 2 1 ( 12 5 5 , 6 7 8 1 6 7 $ / / &2 1 6 8 / 7 , 1 * ( 1 * , 1 ( ( 5 6 3 & /$ < 2 8 7 3 / $ 1 6&$/( 35(/ , 0 , 1 $ 5 < :,/ 0 , 1 * 7 2 1 1 & /2 7 % ) 2 5 0 ( 5 / < / R W 3 ( 1 1 , 1 * 7 2 1 ' 5 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 MEMORANDUM To: New Hanover County Technical Review Committee Date: 5/09/24 Subject: 3329 Pennington Drive (N Kerr Industrial Park) Comments: • Relocate the ADA parking space to closer to the Building 2 entrance: NCDOT Projects: TIP Projects in the Area: N/A WMPO 2045 Projects: N/A New Hanover County CTP: N/A TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required. Land Use (ITE Code) Intensity 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips General Warehousing (150) 20 KSF 34 3 4 1207 Castle Hayne Road – Guy C. Lee – Commercial Site Plan – TRC Review Page | 1 To: Dawn Glove; dglover@guyclee.com Amy Norris; anorris@ntengineers.com John Tunstall; jtunstall@ntengineers.com From: Wendell E. Biddle Development Review Associate Planner Date: May 16th, 2024, TRC Review PID#: R04100-001-004-000 Egov# SITECN-24-000013 Subject: 1207 Castle Hayne Road – Guy C. Lee – Commercial Site Plan – TRC Review The following comments have been received for the May 15th, 2024, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note following the TRC meeting, a revised preliminary plan addressing each of the below items must be resubmitted prior to receiving preliminary plan approval. NHC Planning, W. E. Biddle 910-798-7068 1. General Comments – a. The scope of work is listed as ‘warehousing.’ Please detail if there will be associated outdoor storage. b. Please address the disparity between the total square footage detailed on the application, 13,490 sf, and the square footage detailed under Required Parking: (WAREHOUSING) listed at 12,130 sf. c. Please detail the existing total and the percentage increase of impervious ground cover proposed. 2. UDO Section 5.1 Parking and Loading a. Parking for warehousing is prescribed 1.5 units per 1,000 square feet. At a total of 13,490 sf, the required parking will need to be 19.5 spaces, rounded to 19 vs the 18 spaces detailed on the site plan. b. Please detail the parking space dimensions. 3. UDO Section 5.2 Traffic, Access, and Connectivity a. Existing NCDOT Driveway Permit obtained and in use. 1207 Castle Hayne Road – Guy C. Lee – Commercial Site Plan – TRC Review Page | 2 4. UDO Section 5.3 Tree Retention a. The proposed expansion does not appear to require the removal of any trees. If trees are to be removed, a tree removal permit will need to be submitted prior to TRC approval. 5. UDO Section 5.4 Landscaping and Buffering a. Per comment 1.c, please detail the amount of increased impervious ground cover that is being proposed. b. UDO Table 5.4.1: Landscaping Upgrade Standards details the landscaping requirements for specific amounts of impervious ground cover expansion. c. Please provide a landscape plan that meets the specific requirements established in the UDO Section 5.4.2 General Standards. 6. UDO Section 5.5 Exterior Lighting a. Please detail if there is to be any expansion or alteration of the lighted outdoor area. b. Please note that except for street lighting, all exterior lighting and indoor lighting visible from outside shall be designed and located so that the maximum illumination measured in foot candles at ground level at a lot line shall not exceed the standards in Table 5.5.4.B: Maximum Illumination Levels. c. The height of exterior light fixtures shall not exceed 25 feet. 7. UDO Section 5.6 Signs a. Please note that all signs are subject to Section 5.6 of the UDO. b. Please submit for sign permits prior to installation. 8. UDO Section 5.7 Conservation Resources a. Per the New Hanover County resource map, there are no detailed conservation resources on this site. 1207 Castle Hayne Road – Guy C. Lee – Commercial Site Plan – TRC Review Page | 3 NHC Fire Services, Ray Griswold 910-798-7448 1. Approved with the following comments: a. The FDC shall be placed within reach of a fire truck on the side of the road opposite the fire hydrant dedicated to this project. Agreed upon 150 feet. b. Follow all sections of the TRC comments sent to the developer and follow Chapter 36 of the fire code Titled MARINAS 3. c. See attached. NHC Engineering, Galen Jamison 910-798-7072 1. There appears to be an increase impervious area for the new ABC stone placed in the NW corner of the site and expansion of the driveway. Should this increase result in an additional 10,000 SF of impervious area, a stormwater permit. Please provide documentation using historical aerial photos to delineate the increase in impervious surfaces. 2. Should a county stormwater permit be required, the project is encouraged to use the City/County LID Manual to the maximum extent possible. Should the LID manual be met, the storm attenuation requirements of the County could be waived. 3. The total limits of disturbance line doesn’t appear to capture the entire entrance improvements, concrete replacement in the ROW, nor the grading and ABC stone placed to the NW. It is assumed the entire disturbance will exceed 1 acre, thereby requiring a land disturbing permit. 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. 4. Please contact the State for their stormwater permit requirements. NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site plan reflects connection to public water. 2. Environmental Health has records of an existing septic pump system approved for 14 employees issued in 1994. A new Licensed Soil Scientist permit was issued 8/17/2023. These specifications and site design of the LSS Permit (OSWPLSS-23-0039) must be adhered. Old tanks for the old septic system must be pumped, crushed and filled to be properly abandoned. NHC Addressing, Katherine May 910-798-7443 The current address is acceptable. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan review required by CFPUA. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.fcpua.org/FormCenter/Engineering-3/Engineering-Plan-Review-103 3. CFPUA water is available. 1207 Castle Hayne Road – Guy C. Lee – Commercial Site Plan – TRC Review Page | 4 NCDOT, Nick Drees 910-398-9100 WMPO, Scott James 910-473-5130 Brad Shaver USACOE Brad.E.Shaver@usace.army.mil 1. Sunset Reach docking facility will likely require a CAMA major permit and the Division of Coastal Management will coordinate with our office for any necessary permits. Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn New Hanover Soil & Water, Dru Harrison USACE, Rachel Capito NCDEMLR, Dan Sams DCM, Tanya Pietila STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER J.R. “JOEY” HOPKINS GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum To: New Hanover County Technical Review Committee Date: May 2, 2024 Subject: Guy C Lee Building Materials_1207 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 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 submittal requirements (Documents, details, and plans). x Previous conversations with NCDOT District Staff about design requirements should be designed accordingly. An NCDOT Encroachment Agreement is required for any utility connections or installations within NCDOT right-of-way. An NCDOT Encroachment Agreement is required for any sidewalk or multi-use path installed within NCDOT right-of-way. Site Plan Comments: Sight Triangles and Sight Distance: x Show and label the 10’ X 70’ NCDOT sight triangles. Mailing Address: NCDEPARTMENTOFTRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101WILMINGTON, NC 28403 04-11-03COURIER Telephone:910-398-9100 CustomerService:1-877-368-4968 Website:ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 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. o Reference table 3-1 below for design requirements. Driveway Radi: x Make sure to accommodate the largest proposed vehicle. x Provide auto turn templates for the largest proposed vehicle. x A radius encroachment letter will be required if the radius of the proposed driveway crosses the adjoining property line. Internal Protected Stem: x Label the internal protection stem length for the proposed driveway connection. o Measured from the right-of-way line. Gates: x No gates are allowed within 100’ from the right-of-way. W W W W W W W W W W W W W W W W W W W W W W W W W W W W W CO 118419.43FFE 118317.12FFE 118211811180 1179 1178 1177 1176 1168 1167 1166 FO T G W W W W W W BU I L D I N G # 1 RE N O V A T I O N FF E = 1 9 . 4 3 BU I L D I N G # 2 FF E = 1 7 . 1 2 C1 23076 Licence #C-3641 CA S T L E H A Y N E 1 2 0 7 , L L C WIL M I N G T O N , N . C . CO N T R O L P L A N GR A D I N G , D R A I N A G E , & E R O S I O N JO HNS.TUNS T ALL     ENGINEE R 19851 260 2 I R O N G A T E D R . , S U I T E 1 0 2 WIL M I N G T O N , N C 2 8 4 1 2 PH O N E ( 9 1 0 ) 3 4 3 - 9 6 5 3 SCALE: 1" = 20' 12 0 7 C A S T L E H A Y N E R O A D 14 2 9 A S H - L I T T L E R I V E R R D . N W AS H , N C 2 8 4 2 0 PH O N E ( 9 1 0 ) 2 8 7 - 5 9 0 0 NO R R I S & T U N S T A L L CO N S U L T I N G E N G I N E E R S P . C . PREL I M I N A R Y DA W N H . G L O V E R , M A N A G E R CA S T L E H A Y N E 1 2 0 7 , L L C P.O . B O X 1 4 5 7 SM I T H F I E L D , N C 2 7 5 7 7 (9 1 9 ) 9 3 4 - 6 1 9 5 dg l o v e r @ g u y c l e e . c o m ZO N E A E - 9 ZO N E S H A D E D X ZO N E X ED G E O F G R A V E L APPROX. DIRECTION OF STORM DRAIN DI DI W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SD CO 118419.43FFE 118317.12FFE 118211811180 1179 1178 1177 1176 1168 1167 1166 FO T CO T G W W W W W W BU I L D I N G # 1 RE N O V A T I O N FF E = 1 9 . 4 3 BU I L D I N G # 2 FF E = 1 7 . 1 2 C2 23076 Licence #C-3641 CA S T L E H A Y N E 1 2 0 7 , L L C WI L M I N G T O N , N . C . GU Y C . L E E UT I L I T Y P L A N JO HNS.TUNS T ALL     ENGINEE R 19851 260 2 I R O N G A T E D R . , S U I T E 1 0 2 WIL M I N G T O N , N C 2 8 4 1 2 PH O N E ( 9 1 0 ) 3 4 3 - 9 6 5 3 SCALE: 1" = 30' 12 0 7 C A S T L E H A Y N E R O A D 14 2 9 A S H - L I T T L E R I V E R R D . N W AS H , N C 2 8 4 2 0 PH O N E ( 9 1 0 ) 2 8 7 - 5 9 0 0 NO R R I S & T U N S T A L L CO N S U L T I N G E N G I N E E R S P . C . PREL I M I N A R Y DA W N H . G L O V E R , M A N A G E R CA S T L E H A Y N E 1 2 0 7 , L L C P.O . B O X 1 4 5 7 SM I T H F I E L D , N C 2 7 5 7 7 (9 1 9 ) 9 3 4 - 6 1 9 5 dg l o v e r @ g u y c l e e . c o m W W W W W W W W W W W W W W W W W W W W W W W W W W W W W CO 118419.43FFE 118317.12FFE 118211811180 1179 1178 1177 1176 1168 1167 1166 FO T G W W W W W W BU I L D I N G # 1 RE N O V A T I O N FF E = 1 9 . 4 3 BU I L D I N G # 2 FF E = 1 7 . 1 2 C3 23076 Licence #C-3641 CA S T L E H A Y N E 1 2 0 7 , L L C WIL M I N G T O N , N . C . GU Y C . L E E LA Y O U T P L A N JO HNS.TUNS T ALL     ENGINEE R 19851 260 2 I R O N G A T E D R . , S U I T E 1 0 2 WIL M I N G T O N , N C 2 8 4 1 2 PH O N E ( 9 1 0 ) 3 4 3 - 9 6 5 3 SCALE: 1" = 20' 12 0 7 C A S T L E H A Y N E R O A D 14 2 9 A S H - L I T T L E R I V E R R D . N W AS H , N C 2 8 4 2 0 PH O N E ( 9 1 0 ) 2 8 7 - 5 9 0 0 NO R R I S & T U N S T A L L CO N S U L T I N G E N G I N E E R S P . C . PREL I M I N A R Y DA W N H . G L O V E R , M A N A G E R CA S T L E H A Y N E 1 2 0 7 , L L C P.O . B O X 1 4 5 7 SM I T H F I E L D , N C 2 7 5 7 7 (9 1 9 ) 9 3 4 - 6 1 9 5 dg l o v e r @ g u y c l e e . c o m 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 MEMORANDUM To: New Hanover County Technical Review Committee Date: 5/10/2024 Subject: 1207 Castle Hayne Rd (Guy C Lee Materials) Comments: • Site Driveway to comply with NCDOT design standards for divided commercial driveway • Second driveway shown on Castle Hayne Road does not appear to serve building access or surface parking. Please revise or remove. 1207 Castle Hayne Rd (Guy C Lee Materials) 2 NCDOT Projects: TIP Projects in the Area: N/A WMPO 2045 Projects: N/A New Hanover County CTP: N/A TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required. Land Use (ITE Code) Intensity 24 Hour Volumes AM Peak Hour Trips PM Peak Hour Trips General Warehousing (150) 13.5 KSF 23 2 2