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Home My WebLink About9-4-2024 TRC Agenda Packet1 TECHNICAL REVIEW COMMITTEE AGENDA September 4th, 2024 New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, September 4, 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: 5820 US HWY 421 – Phillips Center of Wilmington – SITECN-24-000032 Request by Phillip McCorquodale of Phillips Leasing Systems, LLC for roads and other infrastructure for a new industrial park. The site is located at 5820 US HWY 421 and is 66.1 acres, zoned I-2. A portion of this site crosses into Pender County, they are going through TRC with Pender County for this project. The engineer is Scott Brown, PE (sbrown@4dsitesolutions.com), the case planner is Robert Farrell (rfarrell@nhcgov.com, 910- 798-7164). Item 2: 2117 Castle Hayne Road – Backyard Specialists Flex Space – SITECN-24-000033 Request by Jennifer and Gene Robbins of Backyard Specialists for a contractor’s office and flex space. The site is located at 2117 Castle Hayne Road and is 2.26 acres, zoned Conditional B-2. This site was rezoned in 2023, case Z23-20. The engineer is Andrew Isenhour with Bluewater Engineering (AndrewI@bluewater-eng.com), the case planner is Amy Doss (adoss@nhcgov.com, 910-798-7571). Item 3: 514 Hermitage Road – Laydown Yard and Pole Barn – SITECN-24-000034 Request by Butch Saunders of GES Investments Properties, LLC for a laydown yard and pole barn. The site is located at 514 Hermitage Road and is .81 acres, zoned I -1. The engineer is Mark Hargrove with Port City Consulting Engineers, PLLC. The case planner is Zach Dickerson (zdickerson@nhcgov.com, 910-798-7450) Phillips Center of Wilmington – 5820 Hwy 421 N – TRC Review Page | 1 To: Phillip McCorquodale, Phillips Leasing Systems, LLC, phillipm@phillipstowing.net From: Robert Farrell, Development Review Supervisor Date: September 2, 2024 TRC Review PID#: R01500-001-006-000, R01500-001-003-000, R01500-001-002-001 Egov# SITECN-24-000032 Subject: 5820 HWY 421 N – Phillips Commercial Center - TRC Review The following comments have been received for the September 4, 2024, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note: following the TRC meeting, a revised preliminary plan addressing each of the below items must be resubmitted prior to receiving preliminary plan approval. Planning, Robert Farrell 910-798-7164 1. General Comments (if applicable) a. The properties are zoned I-2, Heavy Industrial and the project proposes the installation of a road network a future commercial / industrial park. b. Project is in both New Hanover County and Pender County. New Hanover County and Pender County must both separately approve the project in order to proceed with any construction in New Hanover County. c. Consider shifting a section of Phillips Center Loop east away from running directly parallel to US 421 (shown in red). This would provide an area to retain trees and provide a vegetative buffer along the highway (shown in green). Phillips Center of Wilmington – 5820 Hwy 421 N – TRC Review Page | 2 2. UDO Section 5.1, Parking and Loading a. No parking required for the initial infrastructure phase of the project. Each future site will be responsible for providing adequate off-street parking in compliance with Section 5.1 Parking and Loading. 3. UDO Section 5.3, Tree Retention a. A separate tree retention permit will need to be submitted through COAST. b. The Tree Removal Permit application can be found on our website at: https://www.nhcgov.com/DocumentCenter/View/1239/Tree-Removal-Permit-PDF c. The TRC application includes a plot sampling survey of trees on site. d. The Site Data Table on page C 2.0 indicates 64 total disturbed acres. Is that the acreage of the proposed roadways and infrastructure for both Phase I and II? e. And is that inclusive of the acreage disturbed in Pender County? f. In order to calculate any required mitigation the tree removal permit application materials should indicate the areas disturbed, the total acreage in New Hanover County. g. The tree removal permit can apply only to the roadway and other infrastructure proposed. Each individual future development in the industrial / commercial park within New Hanover County would be subject to the tree retention standards. Phillips Center of Wilmington – 5820 Hwy 421 N – TRC Review Page | 3 h. Any trees that may be required for mitigation for this infrastructure phase of the project may not count for mitigation on future tree removal activities. 4. UDO Section 5.4, Landscaping and Buffering a. Landscaping and buffering are not required for the installation of infrastructure. Each development in the industrial / business park will be responsible for providing the required street yard, parking, and any other required landscaping and buffering on their individual sites. 5. UDO Section 5.5, Lighting a. Are streetlights included in the infrastructure phase? If so, streetlights must comply with the lighting standards of Section 5.5. b. Each future site will be required to submit their own individual lighting plan for approval at the time of development. 6. UDO Section 5.6, Signs a. The primary entrance is in Pender County’s jurisdiction. If a primary development sign is proposed at the entrance, it must meet the requirements of Pender County. b. Any signs inside the jurisdiction of New Hanover County will need to meet the county’s sign requirements. 7. UDO Section 5.7, Conservation Resources a. There are approximately 31.5 acres of Swamp Forest conservation resources b. There are approximately 18.5 acres of Pocosin conservation resources in the project area. 6.5 acres are underlaid with Class IV soil. c. A minimum of 5 acres of a conservation resource triggers additional ordinance requirements under Section 5.7. d. Table 5.7.3.A.5 establishes the calculation for determining the minimum amount of conservation space required. The calculation is the total acreage of the conservation resource multiplied by 0.5. i. 31.5 acres x 0.5 = 15.75 ii. 6.5 acres x 0.5 = 3.25 iii. 15.75 + 3.25 = 19 total acres required for conservation. e. Table 5.7.4 Additional Performance Controls states that when there are 3 or more acres of a Swamp Forest or Pocosin conservation resource additional standards are required under Section 5.7.4.C Phillips Center of Wilmington – 5820 Hwy 421 N – TRC Review Page | 4 i. All structures and impervious surfaces shall be set back 50 feet from the conservation resource. ii. On-site retention and percolation areas shall be required for the entire parcel sufficient to control, at a minimum, the first 0.5 inches of runoff that will originate from all impervious surfaces anticipated to be on the site upon final development. The specified amount of runoff from impervious surfaces shall be disposed of by percolation into the soil, evaporation, transpiration, or other methods of treatment or handling acceptable to the County Engineering Department. 8. UDO Section 5.8, Open Space Requirements (if applicable) a. Not applicable to the installation of infrastructure. b. While open space is not required, the Conservation Resource standards of Section 5.7 require a minimum of 19 acres of conservation space. 9. UDO Article VI Subdivision Design and Improvements a. Section 6.2.2.A.7.g Street Connectivity Standards i. There are 6 links and 4 nodes within the New Hanover County portion of the project. 6/4 = 1.5 which meets the required street connectivity ratio requirements. NHC Fire Services, Ray Griswold 910-798-7448 1. Fire Finals required 2. I spoke with Tommy Batson, he has agreed to have one plan reviewer all by New Hanover County Fire's DFM Ray Griswold. He will be kept in the loop. The reasoning, is that the majority of the project belongs in New Hanover County. 3. Please review the typical TRC comments that will be e-mailed to both the developer and the PE. 4. Any storage tanks located on the properties shall be permitted by the appropriate AHJ. 5. Any structures over 7,500 sq. feet shall have a Section 510 study completed - Emergency First Responder Radio Coverage. 6. Buildings requiring High Piled Storage - They shall be provided with the appropriate fire protection as outlined in the fire code. 7. No gates on the fire dept. access roads unless permitted by the and sprinkler permits shall be obtained fr AHJ Phillips Center of Wilmington – 5820 Hwy 421 N – TRC Review Page | 5 8. Knox Boxes will be required on structures that have a fore alarm / sprinkler system. Based on design, buildings may require more then one. 9. An Engineered fire flow analysis will be required. 10. What water purveyor will be used? CFPUA / Pender Utilities / Both? 11. Any buildings that are sprinklered, an FDC shall have a fire hydrant within 100 feet. 12. Fire alarm and sprinkler permits shall be obtained from the appropriate AHJ. 13. Hopefully any buildings being constructed are in one county or the other. 14. Buildings that will be built. The appropriate AHJ will handle the reviews and inspections. This is why we ask that no buildings straddle the county line. NHC Engineering, Galen Jamison 910-798-7072 1. A land disturbing issued by the County is required for this project. Please digitally submit the permit application documentation with requisite review fees for County issued permit directly to gjamison@nhcgov.com. Application and forms can be found at https://www.nhcgov.com/249/Sediment-Erosion-Control. 2. A County stormwater permit issued by the County is required for this project. Please digitally submit the permit applications documentation with requisite review fees to the COAST online permit portal (https://newhanovercountync- energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at https://www.nhcgov.com/251/Stormwater however the application form is not required as the information will be gathered by the COAST portal. 3. This parcel qualifies for an exemption to the County’s pre and post storm attenuation requirements should it be design in accordance with the City and County’s Low Impact Design (LID) Manual (http://laserfiche.nhcgov.com/weblink/0/edoc/3273331/LID-Manual.pdf). Please provide requisite documentation for compliance with LID manual and a variance request in accordance with NHC UDO, Section 7.12 during the County stormwater permitting process. As park’s parcel’s are developed and impervious area added, each parcel will need submit for a County stormwater permit and meet the pre and post storm attenuation requirements unless LID measures are proposed. 4. Please contact the State for the stormwater permit requirements. It is assumed a low density permit with future pockets of high density will be obtained. Phillips Center of Wilmington – 5820 Hwy 421 N – TRC Review Page | 6 NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site plan reflects connection to public water and sewer. If water and sewer cannot be obtained then individual septic and well permits must be applied and received. Environmental Health has no records for well or septic systems on this/these parcel(s). NHC Addressing, 1. Street names will need to be submitted and approved for areas in New Hanover County. 2. Additional coordination with Pender County may be required for streets in both jurisdictions. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan review required by CFPUA. 3. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan- Review-103. 4. CFPUA water is available. NCDOT, Nick Drees 910-343-3915 1. See attached WMPO, Bill McDow 910-473-5130 1. See attached Comments not received at this time from: Army Corps of Engineers, Brad Shaver 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: August 19, 2024 Subject: Phillips Center – 5820 Hwy 421 North ________________________________________________________________________ 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: The industrial park is proposing state-maintained roadways. The site must be reviewed and approved by NCDOT per General Statute 136-102.6. No encumbrances will be allowed in the public right of way. NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx NCDOT Driveway Permit: An NCDOT Driveway permit has been submitted to NCDOT for review. However, the permit will not be approved until the site has been given preliminary plan approval by NCDOT. x Permit # D033-065-24-00097. x Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). x It is recommended that you reach out to the NCDOT District Office prior to submitting plans to avoid a redesign of the proposed utilities. 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 x Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. Required Roadway Improvements: All required improvements and stem lengths will need to be completed/met and shown on the plans. Site Plan Comments: The proposed industrial park is under review and will need to meet NCDOT requirements. You can coordinate with the district office with any questions 910-398-9100. MEMORANDUM To: New Hanover County Technical Review Committee Date: 8/09/24 Subject: Phillips Center of Wilmington Comments: • Site access subject to NCDOT review. • The site appears to be Roadway Infrastructure. The project streets may be subject to NCDOT Policy on Driveway and Subdivision Roads Minimum Construction Standards. • The project application references a TIA for the proposed Industrial Park. Please provide a copy of the completed TIA for this site. • Please show the installation of a Traffic Signal at US Hwy 421 and Site Access B, per the US 421 Industrial Park TIA. Traffic Signal plans will be subject to NCDOT approval. • Provide AutoTurnsTM Movements for the largest vehicle entering and exiting the site. Please show Fire and Rescue vehicles with a separate template. • Provide Stop Bars and Stop Signs per MUTCD and NCDOT guidelines. • Please show 10’ by 70’ Sight Distance Triangles at each intersection. NCDOT Projects: TIP Projects in the Area: N/A WMPO 2045 Projects: N/A New Hanover County CTP: N/A TIA: Please provide the Approved TIA for this project. Future development projects may require individual TIAs. Castle Creek Warehouses – Commercial Site Plan – TRC Review Page | 1 To: Andrew Isenhour, Bluewater Engineering – andrewi@bluewater-eng.com From: Amy Doss Development Planner Date: September 4th 2024 TRC Review PID#: R04100-001-146-000 Egov# SITECN-24-000033 Subject: Backyard Specialists – Commercial Site Plan – TRC Review The following comments have been received for the September 4th, 2024, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note: following the TRC meeting, a revised preliminary plan addressing each of the below items must be resubmitted prior to receiving preliminary plan approval. NHC Planning, Amy Doss 910-798-7571 1. General Comments a. Zoning: (CZD) B-2 b. Please log on to COAST account to pay INV-00128151, SITECN-24-000033. 2. Please include the following approved site plan components, per rezoning case Z23-20: a. Sidewalk as shown on plan in the public access easement is to be constructed as part of the development, not to be built in the future. b. 30’ side yard setback c. 20’ vegetative buffer yard d. 8’ high opaque fence is required for the one allotted outdoor storage area. 3. UDO Section 3.3.1, Superseding District Standards & Setbacks a. Building setbacks are correct. 4. UDO Section 5.1 Parking and Loading a. Site circulation as shown on the submitted site plan does not correctly reflect the concept plan approved by the Board of Commissioners, please revise accordingly. Backyard Specialists – Commercial Site Plan – TRC Review Page | 2 b. In the northwest corner, where is the edge of pavement? Does it stop at the gate? c. Parking count is sufficient. Please show parking lot layout on site plan. d. Please provide a typical parking space detail to demonstrate dimensions comply with UDO Table 5.1.4.B. e. Please provide dimensions of parking lot aisle to demonstrate compliance with UDO Table 5.1.4.B. f. Please show the location of any off-street loading berths if present on site, please refer to Section 5.1.5 of the UDO for the specifications. 5. UDO Section 5.2. Traffic, Access, & Connectivity a. Please note on the site plan that “No building permit for any structure shall be issued which requires NCDOT approval for a Driveway Permit until NCDOT has issued the permit approval. Evidence of approval shall accompany the application for the building permit.” 6. UDO Section 5.3 Tree Retention a. Please provide a note stating existing vegetation to remain undisturbed as approved on the concept plan. b. Please apply for a tree removal permit if trees are to be removed. c. Per UDO Section 5.3.4.C, of the UDO requires a minimum of 15 trees at least 2” DBH must be retained or planted on the parcel where development occurs for each acre or proportionate area disturbed. Please add a note to the Landscape Plan showing has this requirement has been met. Please note that required landscaping for the project can be credited to meet this requirement, however, required landscaping does not count towards mitigation, if applicable. 7. UDO Section 5.4 Landscaping and Buffering a. Please illustrate the 20’ buffer yard located along the southern boundary as illustrated on the approved concept plan. b. Please illustrate the 20’ buffer yard along the western and northern boundaries of the property as illustrated on the approved concept plan. c. Please provide a landscape plan that includes the location, number of plantings required, and number of plantings provided. d. Please reflect one canopy tree in the street yard plantings as there are no powerlines overhead. 8. UDO Section 5.5 Exterior Lighting a. Is any lighting proposed for the development? b. Please note that with the latest update to the UDO, a lighting plan is not required at time of TRC approval. See below excerpt from Section 5.5.3: i. Information about the exterior lighting for the site that demonstrates compliance with the standards in this section shall be submitted in conjunction with an application for site plan approval (Section 10.3.6, Site Plan) or zoning compliance approval (Section 10.3.8, Zoning Compliance Approval), whichever comes first, approved no later than at time of construction plan approval. Backyard Specialists – Commercial Site Plan – TRC Review Page | 3 c. When the lighting plan is submitted, please ensure that the foot candles from the street lights at the lot lines do not exceed 0.5, as the adjacent land is residential. 9. UDO Section 5.6 Signs a. Please note that all signs are subject to Section 5.6 of the UDO. b. Please submit for sign permits prior to installation. NHC Fire Services, Ray Griswold 910-798-7448 1. 1. Fire final required 2. 2. No storage over 12 foot high unless fire protection requirements are met and permitted through this office. 3. 3. Fire extinguishers per NFPA 10. NHC Engineering, Galen Jamison 910-798-7072 1. A land disturbing issued by the County is required for this project. Please digitally submit the permit application documentation with requisite review fees for County issued permit directly to gjamison@nhcgov.com. Application and forms can be found at https://www.nhcgov.com/249/Sediment-Erosion-Control. 2. A County stormwater permit issued by the County is required for this project. Please digitally submit the permit applications documentation with requisite review fees to the COAST online permit portal (https://newhanovercountync- energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at https://www.nhcgov.com/251/Stormwater however the application form is not required as the information will be gathered by the COAST portal. 3. The existing northern ditch that is assumed to be undisturbed qualifies for NHC Stormwater Services maintenance. Therefore, a public drainage easement sized in accordance with NHC Stormwater Manual is requested on this parcel. The county will work with then northern property owner to obtain the remaining width of the drainage easement. 4. The offsite stormwater drainage coming from the south and routed through the site in the pond’s outfall ditch qualifies for NHC Stormwater Services maintenance and will need to be placed in a public drainage easement sized in accordance with NHC Stormwater Manual. Construction of offsite drainage conveyance measures that will be maintained by the county will need to be observed during construction by Stormwater Services and a turnover meeting scheduled once the system is ready to be conveyed to the county. Please add a plan note to ensure county construction observation and a turnover meeting occurs. Note, should the applicant elect to maintain the conveyance measures themselves, deed restrictions shall be recorded that indicate the operation and maintenance roles and responsibilities for the conveyance measure. 5. Please contact the State for the stormwater permit requirements. It is assumed a high density permit will be obtained. NHC Environmental Health, Dustin Fenske 910-798-6732 Backyard Specialists – Commercial Site Plan – TRC Review Page | 4 1. Site plan reflects connection to public water. Proposed infrastructure will not violate setbacks of any surrounding properties wells. 2. Site plan reflects connection to public sewer. Proposed infrastructure will not violate setbacks of any surrounding properties septic systems. NHC Addressing, Katherine May 910-798-7443 1. Each building will need an individual address. 2. Contact Planning following TRC approval for address assignments. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan review required by CFPUA. 3. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan- Review-103. 4. CFPUA water and sewer available. 5. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 6. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE Application Form and a Preliminary Plan, this determination does not guarantee capacity. 7. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the Authority. NCDOT, Nick Drees 910-398-9100 See attached. WMPO Comments forthcoming. Comments not received at this time from: Emergency Services & E911, Steve Still NCDEQ, Chad Coburn New Hanover Soil & Water, Dru Harrison USACE, Rachel Capito NCDEMLR, Dan Sams DCM, Tanya Pietila USACOE, Brad Shaver STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER J.R. “JOEY” HOPKINS GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Memorandum To: New Hanover County Technical Review Committee Date: August 19, 2024 Subject: Backyard Specialists Flex Space – 2117 Castle Hayne Road ________________________________________________________________________ These are preliminary comments and are based on the plans as submitted for the proposed site. They are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site. General Comments: NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx NCDOT Driveway Permit: An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State Road. Submit to the local NCDOT District Engineer’s Office. x Provide the proposed ITE Codes with am/pm peak hour trips. x Refer to the NCDOT checklist (included) for required documents and site plan information. NCDOT Encroachment Agreement: An NCDOT Encroachment Agreement is required for any utility connections or installations within the NCDOT right-of-way (form 16.6). x It is recommended that you reach out to the NCDOT District Office prior to submitting plans to avoid a redesign of the proposed utilities. x Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for required documents and site plan information. Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths installed within the NCDOT right-of-way (form 16.6). Site Plan Comments: Currently the proposed driveway location will have conflicting left turn movements with the service center across the street (Tadlock Alignment & Brake Service). Include the NCDOT Standard Drawings (2024) that are applicable to the development. Sight Distance: x Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Show and label any gates with distances to the right of way line. Label the internal protection stem length for the proposed driveway connection. x Measured from the right-of-way line. This development is located within TIP U-5863. With that in mind, any accesses that conflict with the planned transportation infrastructure may be modified and/or removed and there shall not be any compensation made by NCDOT. The current TIP U-5863 is proposed as a divided facility. x The proposed project has a tentative let date in the year 2040. x The current design for this project shows a U-turn bulb across the parcel. o Image below. x Therefore, the permitted access could be restricted in the future. You can coordinate with the district office with any questions 910-398-9100. NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal ŽĨŽŶĞĚŝŐŝƚĂůĐŽƉǇŽĨƚŚĞƉůĂŶƐ along with all other required documents. ůůWĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůŚƚƚƉƐ͗ͬͬĐŽŶŶĞĐƚ͘ŶĐĚŽƚ͘ŐŽǀͬƐŝƚĞͬWĞƌŵŝƚƐͬWĂŐĞƐͬĚĞĨĂƵůƚ͘ĂƐƉǆ /ŶƚŚĞŶŽƚŝĨǇĞŵĂŝůƐĞĐƚŝŽŶŽĨƚŚĞƉŽƌƚĂůĂƉƉůŝĐĂƚŝŽŶƉůĞĂƐĞŝŶĐůƵĚĞƚŚĞŝƐƚƌŝĐƚKĨĨŝĐĞĞŵĂŝů;ŝǀϯŝƐƚϯΛŶĐĚŽƚ͘ŐŽǀͿ͘^ĞĞƚŚĞůĂƐƚƉĂŐĞƐĨŽƌĨƵƌƚŚĞƌŝŶƐƚƌƵĐƚŝŽŶ͘ Online resources: x NCDOT Policy on Street and Driveway Access to North Carolina Highways: https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an d%20Driveway%20Access.pdf x NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx x Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) Ă͘Cover >etter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include ƚŚĞƉĂƌĐĞůŶƵŵďĞƌ;ƐͿ͕description of all phases of the development and future land uses to be served by the permit,ĂŶĚa description of the adjoining land owned or controlled by the applicant. ď͘NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc Đ͘$50.00 /nspection &eeWĞƌĐĐĞƐƐWŽŝŶƚ Attach to Permit Application form (not applicable for municipalities, churches, and schools) Ě͘NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc Ğ͘Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf Ĩ͘Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first)Additional site plan requirement details can be found in section 2 of this document. Ő͘ĞƐŝŐŶ PlanZĞƋƵŝƌĞŵĞŶƚƐ ĨŽƌƉƌŽũĞĐƚƐŝŶǀŽůǀŝŶŐƌŽĂĚǁĂǇŝŵƉƌŽǀĞŵĞŶƚƐ If roadway improvements are required as part of the permit, ƚŚĞŶroadway plans͕ƉĂǀĞŵĞŶƚŵĂƌŬŝŶŐƉůĂŶƐ͕ ƐŝŐŶŝŶŐƉůĂŶƐ͕ĂŶĚƚƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐǁŝůůďĞƌĞƋƵŝƌĞĚͲ^ĞĞ^ĞĐƚŝŽŶϲĨŽƌŵŽƌĞŝŶĨŽƌŵĂƚŝŽŶ Y N n/a Engineering Studies The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses (TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina licensed Professional Engineer. Section 1: Requi red Documents |Required documents to accompany all /ŶŝƚŝĂůƌŝǀĞway Application Submittals WůĞĂƐĞŶŽƚĞƚŚĂƚƚŚĞƐĞĂƌĞƚŚĞŵŝŶŝŵƵŵƌĞƋƵŝƌĞŵĞŶƚƐŽĨĂůůĚƌŝǀĞǁĂǇƉĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐ͘ ůůƌĞƋƵŝƌĞĚĚŽĐƵŵĞŶƚĂƚŝŽŶƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůĂƐW&ĨŝůĞƐ͕ǁŝƚŚƚŚĞĞǆĐĞƉƚŝŽŶŽĨƚŚĞ WĞƌĨŽƌŵĂŶĐĞĂŶĚ/ŶĚĞŵŶŝƚǇŽŶĚĂŶĚƚŚĞΨϱϬ/ŶƐƉĞĐƚŝŽŶ&ĞĞ;ƐͿ͕ƚŚĞƐĞƐŚŽƵůĚďĞŵĂŝůĞĚŽƌĚĞůŝǀĞƌĞĚƚŽϱϱϬϭ ĂƌďĂĚŽƐůǀĚ͕ĂƐƚůĞ,ĂǇŶĞ͕EϮϴϰϮϵ͘ If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit͕ƚŚĞƌĞ ŵĂǇďĞĂĚĚŝƚŝŽŶĂůƐƵďŵŝƚƚĂůŵĂƚĞƌŝĂůƐƌĞƋƵŝƌĞĚ͘ State of North Carolina | Department of Transportation | Division 3 | District 3 %DUEDGRV%OYG,&DVWOH+D\QH, NC 284 Form Updated /20(910) T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL Ă͘Site Plans Kne (1) digital copy (PDF) unless otherwise requested bythe District Office. Additional site plan requirement details can be found in section 2 of this document. ď͘Performance and Indemnity Bond/ŶĨŽƌŵĂƚŝŽŶͬFormƐ ^ĞĞůĂƐƚƉĂŐĞŽĨĚŽĐƵŵĞŶƚĨŽƌďŽŶĚŝŶĨŽƌŵĂƚŝŽŶĂŶĚĨŽƌŵƐ Đ͘Performance and Indemnity Bond Amount 100% of ƚŚĞĐŽƐƚŽĨƚŚĞǁŽƌŬwithin NCDOT Zight-of-tay;ZͬtͿ based on ƚŚĞattached estimatedetermined by ƚŚĞĂƉƉůŝĐĂŶƚΖƐĞŶŐŝŶĞĞƌĂŶĚĂƉƉƌŽǀĞĚďǇƚŚĞDistrict Engineer. ŽŶĚŚŽůĚůĞƚƚĞƌƌĞƋƵŝƌĞĚĨŽƌĨŽƌŵƵŶŝĐŝƉĂůŝƚŝĞƐ͕ ĐŚƵƌĐŚĞƐ͕ĂŶĚƐĐŚŽŽůƐ͘See pages 101-105 in the Policies and ProceduresforAccommodatingUtilities on Highway Rights of Way for acceptable bond types Ě͘Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required Ğ͘Hold Harmless Letter (if applicable) If the Wermit is within ƚŚĞůŝŵŝƚƐŽĨĂŶ active NCDOT project, a Hold Harmless letter from the NCDOT contractorwill be required͘/ĨƚŚĞƉƌŽũĞĐƚŝƐŝŶƉƌĞĐŽŶƐƚƌƵĐƚŝŽŶ͕ĐŽŽƌĚŝŶĂƚĞǁŝƚŚƚŚĞĞƉĂƌƚŵĞŶƚΖƐWƌŽũĞĐƚĞǀĞůŽƉŵĞŶƚhŶŝƚ Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways ϭͿ Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown ϮͿ North arrow, vicinity map, date of plan, and date of most-recent revision if applicable ϯͿ Contact information of applicant and engineer, including mailing address, phone number, and email address ϰͿ Show Zͬt lines, highway control of access, and property lines ϱͿ All existing utilities (including handholes) and easements ϲͿ Rͬt width ϳͿ Existing posted speed limit(s) and design speed limit(s) ϴͿ Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development ϵͿ Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area ϭϬͿ Include a plan sheet showing full site build-out and land use ϭϭͿ Buildings shown with “gross leasable area” ϭϮͿ Width of property frontage ϭϯͿ Distance from Rͬt to buildings and gasoline service islands ϭϰͿ Distance from Rͬt to existing/proposed ĚŐĞŽĨWĂǀĞŵĞŶƚ;KWͿ (pages 32 & 34) ϭϱͿ All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc. Section 3: Driveway Plan Requirements | All driveway plans shall include and show, at a minimum, the items listed below ϭͿ WƌŽǀŝĚĞĐŽŵƉƌĞŚĞŶƐŝǀĞƐƵƌǀĞǇǁŝƚŚŝŶƚŚĞĞǆŝƐƚŝŶŐZͬtŽŶďŽƚŚƐŝĚĞƐŽĨƚŚĞƌŽĂĚĨŽƌĂĚŝƐƚĂŶĐĞŽĨϱϬϬ͛ŝŶĂůů ĚŝƌĞĐƚŝŽŶƐĨƌŽŵƚŚĞĚĞǀĞůŽƉŵĞŶƚ͛ƐƉƌŽƉĞƌƚǇůŝŶĞƐ͘WƌŽǀŝĚĞĂĚĚŝƚŝŽŶĂůŚǇĚƌĂƵůŝĐƐƵƌǀĞǇĚĂƚĂƚŽƚŚĞŶĞĂƌĞƐƚƐƚŽƌŵ ǁĂƚĞƌŝŶůĞƚͬŽƵƚůĞƚŝŶĐůƵĚŝŶŐĚŝƚĐŚůŝŶĞƐĂŶĚƐƚŽƌŵǁĂƚĞƌƉŝƉĞƐ͕ŝĨůŽĐĂƚĞĚŽƵƚƐŝĚĞŽĨƚŚĞϱϬϬΖĚŝƐƚĂŶĐĞ͘ ϮͿ Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways ϯͿ All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximumͮǁŝƚŚŝƐůĂŶĚ͗ϭϰΖ ŝŶŐƌĞƐƐ͕ϭϴΖĞŐƌĞƐƐ) (pageƐϱϬΘϳϳ) ϰͿ ƌŝǀĞǁĂǇWƌŽĨŝůĞͲ/ŶƐŚŽƵůĚĞƌƐĞĐƚŝŽŶƐ͕ŵaintain minimum 2% fall from edge of travel way for required shoulder width ĚŝƐƚĂŶĐĞWƌŝŵĂƌǇ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌǇ͗ϲ͛ŵŝŶŝŵƵŵ ϱͿ All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51) In curb and gutter sections, use City of Wilmington flare (SD 3-03.3)Ͳ;ƐĞĞĂƚƚĂĐŚĞĚͿ In shoulder sections, show grades at the KW and centerline ϲͿ No curbing is allowed within NCDOT RͬW along shoulder sections except as part of a driveway island(page 31) ϳͿ Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90° allowed for right-in/right-out on a case-by-case basis) (page 51) ϴͿ Driveway Wrofile (pages 42- 43) Y N n/a Y N n/a පප පපප ප Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) ϵͿ Driveway Pavement Cross Section (to be in place from KW to edge of RͬW) Asphalt: 8” ABC stone and 1.5” S9.5 Concrete: 6” of concrete ϭϬͿ Driveway Offset (driveway KW to property line; page 75): Minimum: 20’ ϭϭ)Corner Clearance (radius point to radius point; page 52) Minimum: 50’ Desirable: 100’ or DƵŶŝĐŝƉĂů std. ϭϮͿ Minimum 10’x70’ sight triangles at driveways (measured from and along the Zͬt line) (page 31) ϭϯͿ Sight Distance (ůength of sight-distance in both directions shown for each driveway; pages 27-29) ϭϰͿ Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) ϭϱͿ Distance between driveways being requested (if applicable; page 51) ϭϲͿ Minimum internal storage areasǁŝƚŚƐƉĞĐŝĨŝĞĚƋƵĞƵĞƐ (pages 31-33) ϭϳͿ Minimum protected driveway stem(s) provided and indicated (pages 33-34) ϭϴͿ Indicate any gated entrances (100’ minimum setback from RͬW required)ͲƚƌĂĨĨŝĐƋƵĞƵŝŶŐƐƚƵĚǇŵĂǇďĞƌĞƋƵŝƌĞĚ | Section ϲ: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below ϭͿ Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) ϮͿ Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders) Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below x Primary Routes (US & NC) and Secondary Routes with ŶŶƵĂůǀĞƌĂŐĞĂŝůǇdƌĂĨĨŝĐ;AADTͿшϭϬ,000 5͘ϱ” B25.0, 3” I19.0, ϭ͘ϱ” S9.5; any overlay of existing pavement is to be a minimum of 1.5” S9.5 x Secondary Routes with AADT<ϭϬ,000 5͘ϱ” B25.0, ϭ͘ϱ” Sϵ͘ϱ; any overlay of existing pavement is to be a minimum of 1.5” Sϵ͘ϱ ϯͿ Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed ϰͿ Shoulder Widths (Paved + Unpaved)WƌŝŵĂƌǇ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌǇ͗ϲ͛ŵŝŶŝŵƵŵ ϱͿ ŝƚĐŚ^ůŽƉĞƐͲĨƌŽŶƚĂŶĚďĂĐŬƐůŽƉĞƐͲŵŝŶŝŵƵŵϯ͗ϭŽƌĨůĂƚƚĞƌ ϲͿ Indicate existing roadway grade ϳͿ All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page78) ϴͿ All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79) See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details ϵͿ Pavement markingĂŶĚƐŝŐŶŝŶŐ planƐ ĂƌĞƌĞƋƵŝƌĞĚͲplans must be approved by Division Traffic Services ϭϬͿ dƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐĂƌĞƌĞƋƵŝƌĞĚͲĞƚĂŝůĞĚƉŚĂƐŝŶŐƉůĂŶƐŵĂǇďĞƌĞƋƵŝƌĞĚďĂƐĞĚŽŶƉƌŽũĞĐƚƚǇƉĞĂŶĚůŽĐĂƚŝŽŶ ϭϭͿ EĞǁĂŶĚͬŽƌƌĞǀŝƐĞĚƐŝŐŶĂůƉůĂŶƐŵƵƐƚďĞŝŶĐůƵĚĞĚĨŽƌŶĞǁŝŶƐƚĂůůĂƚŝŽŶƐĂŶĚŝĨƐŝŐŶĂůŵŽĚŝĨŝĐĂƚŝŽŶƐĂƌĞƌĞƋƵŝƌĞĚ ůůsignal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. ATraffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-ϮϮϬϬ. | Section ϰ: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section ϱ: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below ϭͿ Interior driveway channelization stems Minimum 100’ from the RKW or at the discretion of the District Engineer ϮͿ Traffic flow pattern ϯͿ Traffic control devices ϰͿ Pavement Markings Y N n/a Y N n /a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a ϭͿ Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): Ϯϰ” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” ϮͿ WŝƉĞŶĚdƌĞĂƚŵĞŶƚ;ƐĞĞZŽĂĚǁĂǇĞƐŝŐŶDĂŶƵĂůϱͲϮϬ͕ͲϮͿ WŝƉĞƐчϮϰΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂǇƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞWĂƌĂůůĞůWŝƉĞŶĚ^ĞĐƚŝŽŶƐ^ĞĞϯϭϬ͘ϬϮĂŶĚ ϯϭϬ͘ϬϰŽĨƚŚĞZŽĂĚǁĂǇ^ƚĂŶĚĂƌĚƌĂǁŝŶŐƐĨŽƌĚĞƚĂŝůƐ WŝƉĞƐхϯϬΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂǇƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞŐƵĂƌĚƌĂŝů WŝƉĞƐшϯϲΗƌĞƋƵŝƌĞĂŶĞŶĚǁĂůůŽŶƚŚĞŝŶůĞƚĞŶĚ ϯͿ ůůƉƌŽƉŽƐĞĚƌĂŝŶĂŐĞŝƐƚŽďĞƉƌŽǀŝĚĞĚŝŶƐŝĚĞĞǆŝƐƚŝŶŐZͬt͘KƚŚĞƌǁŝƐĞ͕ĂĚĚŝƚŝŽŶĂůZͬtŽƌĂƉĞƌŵĂŶĞŶƚůǇ ĚĞĚŝĐĂƚĞĚĚƌĂŝŶĂŐĞĞĂƐĞŵĞŶƚǁŝůůďĞƌĞƋƵŝƌĞĚƚŽĂĐĐŽŵŵŽĚĂƚĞƚŚĞƉƌŽƉŽƐĞĚƉƌŽũĞĐƚĚƌĂŝŶĂŐĞ ϰͿ All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown ;ƐĞĞ^ĞĐ͘ϯηϭĨŽƌƐƵƌǀĞǇƌĞƋƵŝƌĞŵĞŶƚƐͿ ϱͿ Provide spot elevations along frontage of driveway (at EKW and centerline) ϲͿ Provide grades and spot elevations for existing and proposed ditches ϳͿ Show how drainage will be accommodated along property frontage (District Engineer may require applicant to provide drainage calculations whĞŶǁĂƌƌĂŶƚĞĚͿ 60'x 1 0 0 ' Lakeside C i r c l e (50' Privat e R / 15-FT BUF F E R Y A R D 30-FT SIDE S E T B A C K 30-FT SIDE S E T B A C K 35 - F T R E A R S E T B A C K 17 . 5 - F T R E A R N A T U R A L B U F F E R 15-FT BUF F E R Y A R D 30-FT SET B A C K 10 - F T P U B L I C P E D E S T R I A N & B I C Y C L E E A S E M E N T 25 - F T F R O N T S E T B A C K A N D 2 5 - F T F R O N T S E T B A C K 130.2' 24' 24.0' 24.0'R30' R 3 0 ' 139' BLD G . 3 R5' R20' 5' BLD G . 1 60'x 1 0 0 ' FUT U R E UNI T S BLD G . 2 60'x 1 0 0 ' FUT U R E UNI T S X X 6W 6W 6W 6W 6W 6W X CO N T R A C T O R OFF I C E 6W 6W 6W 6W 6W 6W 6W 6W 6W To On 15-ft 20-ft (4) IG (3) RFMC CA (4) IG (3) RF MC 25-ft 40-ft (3) IXA (7) SR NO.KEY VARIETYBOTANICAL NAME TYP. SPACINGSIZE IV ILEX VOMITORIA YAUPON HOLLY UNDERSTORY TREE SR SOLIDAGO RUGOSA GOLDENROD; FIREWORKS 3 GAL. 1-3 GAL. 1-2" CAL.MYRICA CERIFERAMC SOUTHERN WAX MYRTLE COMMON NAME; 7-FT O.C. 2-4" CAL.MAGNOLIA VIRGINIANAMV SWEETBAY MAGNOLIA 10-13-FT O.C. 7 GAL.ILEX GLABRAIG INKBERRY HOLLY O.C. - "ON CENTER" CAL. - "CALIPER AT 3-5'+/- ABOVE GRADE GAL. - "GALLON CONTAINER" PLANTING TABLE RF RUDBECKIA FULGIDA ORANGE CONEFLOWER 1-3 GAL. EP ECHINACEA PURPUREA PURPLE CONEFLOWER 18" O.C. 1-3 GAL. 18" O.C. 18" O.C. 36" O.C. ILEX X ATTENUATAIXA TINGA HOLLY 2-3" CAL.13-FT O.C. STREETYARD BUFFER YARD MV (4) EP PARKING ISLAND (4) EP CA CALLICARPA AMERICANA AMERICAN BEAUTYBERRY 36" O.C. 1-3 GAL. PROJECT NO.2024-14 OF: SHEET: DATE: SCALE: DRAWN BY: 7-23-2024 21 1 7 C A S T L E H A Y N E R O A D , W I L M I N G T O N , N C 2 8 4 1 2 TH E S E D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F B L U E W A T E R E N G I N E E R I N G , P L L C A N D S H A L L N O T B E U S E D O N A N Y O T HE R W O R K E X C E P T B Y A G R E E M E N T W I T H B L U E W A T E R E N G I N E E R I N G , P L L C . BA C K Y A R D S P E C I A L I S T S JBS/AI 13 1 1 J o h n s C r e e k R d | W i l m i n g t o n , N C 2 8 4 0 9 (9 1 0 ) 8 3 3 - 0 2 5 3 | N C P - 2 3 8 6 NOT FOR CONSTRUCTION REVISION NO. CS-100 1 1 SITE PLAN 1"=30' NOT TO SCALE VICINITY & SOILS MAP NHC Section 7-8 Stormwater Management NHC requires Pre-Post Development Control for 2-10-25yr Flows NHC requires 1-ft Freeboard above the 100-yr Primary Outlet Blocked Conditions (NCDOT will prefer 100-yr pre-post flow control to discharge in the ROW) Impervious Total: Building Totals 18,000 sf Sidewalk 2,700 sf Parking Lot 25,300 sf Dumpster Pad 300 sf Other 700 sf Total Impervious 47,000 sf NHC Section 5.4 - Landscape Buffers Transitional Buffer - Norris and Hanover Lakes Residential Side Buffer The minimum buffer width shall be 50 percent of the minimum required setback as set forth in Article 3: Zoning Districts, 20 feet, or 25 percent of the minimum structure setback for taller structures outlined in Section 3.1.3.C, whichever is greater. Planted materials shall be a minimum of six feet in height and provide approximately full opacity within one year of planting. Ref. NHC Tree Manual. A minimum of three rows of planted material are required. BUFFERYARD REQUIREMENT = 12 OF SIDE BUFFER = 30 / 2 = 15-FT MINIMUM Note: Hanover Lakes Subdivision side already has a 100% opaque buffer, so plantings shown are supplemental if needed to fill-in void space in the buffer Streetyard Buffer - NC 133 Castle Hayne Road For B-2 Zoning: 25 square feet for every linear foot of street yard frontageMinimum street yard width: 12.5 feet Maximum street yard width: 37.5 feet For every 600 square feet of street yard area on average, the following landscaping shall be provided: 1. One canopy/shade tree or if overhead power lines are located above the street yard, three (3) understory trees; and 2. Six shrubs, 12 inches in height at time of planting. STREETYARD = 4135 / 600 = 6.89 GROUPS OF PLANTINGS BUFFERYARD MATCHES FRONT SETBACK = 25-FT Parking Islands - 8% of Total Parking Surface Required Area = 23900 sf x 0.08 = 1912 sf Provided Area = xx sf 1 Tree per 144 sf of landscape island Foundation Plantings - 12% of Building Face adjacent to Parking only: Required Area = 25x150 + 25x40 = 4000 sf Provided Area = xx sf x 3-ft = NHC Section 5-5 Exterior Lighting Parking lot lighting shall be shielded so that it does not cast direct light beyond the property line. Parking lots shall be illuminated during night business hours. Parking Lot Mounted Poles will be used in addition to wall packs on access doorways and pedestrian walking areas. A lighting plan will be completed by Duke Energy. Case Z23-20 Approved Conditions Conditional Approval Items: 1. No more than a total of 100 peak hour trips can be generated from the use or combination of uses located within the zoning district. Change of use proposals must be reviewed and approved by the County in order to verify compliance with the zoning district standards. 2. The development shall comply with all provisions of an approved NCDOT driveway permit prior to issuance of the Certificate of Occupancy. 3. Freestanding signage shall be limited to monument signs, in that the sign must have a support structure that is a solid-appearing base constructed of a permanent material, such as concrete block or brick. Freestanding signs supported by poles and any flashing digital signs shall be prohibited. 4. Existing vegetation must remain within the bufferyards and be supplemented as necessary to provide the 100% visual opacity requirement. 5. Building height is restricted to 25-feet. 6. Outdoor storage area (only one) to be enclosed with a minimum eight (8) foot opaque fence. 7. Exterior lighting, including luminaries and security lights, shall be arranged, or shielded so as not to cast illumination in an upward direction above an imaginary line extended from the light sources parallel to the ground. Fixtures shall be numbered such that adequate levels of lighting are maintained, but that light spillage and glare are not directed at adjacent property(ies), neighboring areas, or motorists. Light posts shall be no taller than twelve (12) feet. 8. A bicycle and pedestrian easement will be located along Castle Hayne Road as shown on the concept plan, including the installation of a sidewalk from the southern border to the northern border. 9. Permitted Uses shall be limited to: a) Indoor Recreation Establishment (Shooting Ranges prohibited); b) Animal Grooming / Veterinary (Kennel or Daycare prohibited); c) Business Service Center; d) Contractor Office (hours of operation limited to 7AM-8PM); e) Offices for Private Business & Professional Activities; Personal Services, General (Tattoo Parlors prohibited); g) Instructional Services & Studios; h) Retail Sales, General; and i) Restaurant (no drive-thru). 10. The dumpster is to be located on the northern portion of the property SITE INFORMATION PROJECT ADDRESS: 2117 CASTLE HAYNE ROAD, WILMINGTON, NC 28429 PARCEL ID: R04100-001-146-000 PROPERTY OWNER: GENE AND JENNIFER ROBBINS 2200 TERESA DRIVE CASTLE HAYNE, NC 28429 CURRENT ZONING: CZD B-2 EXISTING USE: VACANT PROPOSED USE: MULTI-TENANT COMMERCIAL - CONDITIONAL USES TOTAL SITE AREA: ± 2.20 ACRES OR 95,832 SF TOTAL SITE DISTURBANCE: ± 1.90 ACRES WETLANDS: NO JURISDICTIONAL WETLANDS IDENTIFIED FLOOD PLAIN: THE SUBJECT PARCEL IS LOCATED IN FLOOD ZONE X WHICH IS NOT A SPECIAL HAZARD FLOOD AREA AS SHOWN BY FEMA PANEL NUMBER 3720312900K IN NEW HANOVER COUNTY WITH AN EFFECTIVE AUGUST 28TH, 2018. BUILDING SETBACKS (B-2): FRONT: 25-FT SIDE: 30-FT REAR: 35-FT BUILDING HEIGHT: 25-FT MAX. PER CONDITIONAL STDS. BUFFERYARDS: FRONT - STREETSCAPE 25-FT SIDE: 15-FT REAR: 15-FT NHC Section 5-6 Parking Standards Flex Offices for Professional Services and Private Business: 2.5 per 1000 sf of minimum 18,000/1000 = 18*2.5 = 45 spaces required Provided: 47 spaces provided One Loading Area Provided: Min. 12' x 45' Truck Park/Load Space (One is required for less than 20,000 sf GFA) TO WILMINGTON S I T E FUTURE MULTI-USE PATH SIDEWALK EASEMENT TO BE RECORDED (SIDEWALK TO BE BUILT IN THE FUTURE) 10'x70' SIGHT DISTANCE TRIANGLES. STORMWATER POND STORMWATER POND OUTLET EQUIPMENT STORAGE FENCE DUMSPTER ENCLOSURE STORMWATER DITCH OUTFALL BUFFERYARD LANDSCAPE (SEE DETAIL ABOVE) TREE PROTECTION FENCE, TYP. 10x70 SITE TRIANGLES, TYP. PROPOSED PUBLIC WATER CONNECTIONS AND PRIVATE MASTER METER SERVICE PROPOSED PRIVATE SEWER MAIN CONNECTION PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT 150-FT FROM THIS LOCATION SOUTH EXISTING NATURAL BUFFER BUFFERYARD LANDSCAPE (SEE DETAIL ABOVE) PROPOSED STREETYARD BUFFER (SEE DETAIL ABOVE) 6+((712 &+(&.(' '5$:1 6&$/( '$7( 'DYLG0(GZDUGV1&3/6/ 5LYHUODQG'ULYH6&XUULH1& (PDLO'HGZDUGV/DQGVXUYH\LQJ#*PDLOFRP3KRQH)LUP/LFHQVH3 'DYLG(GZDUGV/DQG6XUYH\LQJ3//& 352-(&712 '0( '0( 7232*5$3+,&6859(< -(11,)(5*52%%,16 *(1(52%%,16 &$67/(+$<1(52$' &$3()($572:16+,3 1(:+$129(5&2817<1& Laydown Yard and Pole Barn – 514 Hermitage Road – TRC Review Page | 1 To: Mark Hargrove, Applicant’s Company, Applicant’s Email From: Zach Dickerson, Senior Planner Date: September 4 2024 TRC Review PID#: R01817-002-004-000 Egov# SITECN-24-000034 Subject: 514 Hermitage Road– Laydown Yard & Pole Barn - TRC Review The following comments have been received for the September 4, 2024, TRC meeting. Additional comments may be made upon further review of subsequent revisions. Please note: following the TRC meeting, a revised preliminary plan addressing each of the below items must be resubmitted prior to receiving preliminary plan approval. Planning, Zach Dickerson 910-798-7450 1. General Comments (if applicable) a. Zoning: I-1, use is storage and laydown yard. b. Use is permitted by-right. c. Please edit General Note 3 on page 1, I-1 zoning is Light Industrial 2. UDO Section 5.1, Parking and Loading a. Use is laydown yard, not applicable. 3. UDO Section 5.2, Traffic, Access and Connectivity (the below requirements kick in because access to this parcel is on the dirt road portion of Hermitage Road) a. Per UDO Section 5.2.2, unless exempted in accordance with B, below, every structure erected or moved shall be located on a lot adjacent to a road constructed in accordance with applicable county standards in place at the time [paved road], or to a right-of-way or easement which was platted and recorded prior to 1969. b. Please provide documentation (through a dated survey or deed) that this section of Hermitage Road has been on the record prior to 1969. Laydown Yard and Pole Barn – 514 Hermitage Road – TRC Review Page | 2 4. UDO Section 5.3, Tree Retention a. Tree removal sheet noted, please apply for a Tree Removal Permit prior to doing any land clearing on the site. b. The Tree Removal Permit application can be found on our website at: https://www.nhcgov.com/DocumentCenter/View/1239/Tree-Removal-Permit-PDF 5. UDO Section 5.4, Landscaping and Buffering a. There is a landscape plan noted on the table of contents, did this get left off? b. 15 trees are required to be planted or retained per acre of development, per the tree survey this requirement is met. c. Please provide details for plantings in the street yard. d. The portion of the pole barn that abuts the parking lot/laydown yard will require foundation plantings per UDO Section 5.4.7. Example area shown below: 6. UDO Section 5.5, Lighting a. Is any lighting proposed for the site? 7. UDO Section 5.6, Signs a. Please note any signs on the site are subject to UDO Section 5.6 and may require a permit. 8. UDO Section 5.7, Conservation Resources a. Per the New Hanover County Conservation Resource Overlay Map, there are no CODs on the site. Laydown Yard and Pole Barn – 514 Hermitage Road – TRC Review Page | 3 NHC Fire Services, Ray Griswold 910-798-7448 1. Fire Final required. 2. Portable fire extinguisher required per NFPA 10 NHC Engineering, Galen Jamison 910-798-7072 1. Based on the proposed impervious area and anticipated limits of disturbance, no County issue permit are anticipated. Should more than 10,000 SF of impervious be proposed or more than an acre of disturbed, then permitting would be required. 2. Please indicate the location of the construction entrance on the erosion control plan, C-5. NHC Environmental Health, Dustin Fenske 910-798-6732 1. Site plan reflects connection to public water. If public water cannot be obtained then an application for a well permit must be submitted and permit issued. 2. Site plan reflects connection to a septic system. Permits through NHC Environmental Health or a Private Consultant must be obtained prior to building permit issuance. Due to the poorly drained soils in this area it is suggested that a private soil scientist looks at the property for septic potential prior to investing substantial time and money into the project. NHC Addressing, Katherine May 910-798-7443 1. No comments Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. CFPUA TRC Comments provided are preliminary comments only. 2. Utility Plan review required by CFPUA. 3. CFPUA is moving toward becoming paperless. When ready to submit plan review package, upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-Plan- Review-103. 4. CFPUA water is available. NCDOT, Nick Drees 910-343-3915 1. Please see attachment. WMPO, Greer Shivers 910-341-0107 1. WMPO Comments forthcoming. Army Corps of Engineers, Brad Shaver 910-251-4611 1. No comments Laydown Yard and Pole Barn – 514 Hermitage Road – TRC Review Page | 4 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: August 19, 2024 Subject: Laydown Yard & Pole Barn – 514 Hermitage 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 not required as the proposed connection does not connect to a state-maintained road. x The proposed connection should meet NCDOT requirements. o Checklist attached for design help purposes. The right of way on this section of Hermitage Road is public and has NCDOT Preliminary Plan Approval. NCDOT has received a petition (petition #1316-N) to add the section of Hermitage Road from Chesterfield Road to the dead. NCDOT Encroachment Agreement: Any utility work done within the public right of way shall meet NCDOT Standards. x Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for design help. Mailing Address: NC DEPARTMENT OF TRANSPORTATION DISTRICT 3 ENGINEER’S OFFICE 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER Telephone: 910-398-9100 Customer Service: 1-877-368-4968 Website: ncdot.gov Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 Site Plan Comments: Include/update the NCDOT Standard Drawings (2024) that are applicable to the development. The driveway will need to be paved from the edge of pavement to r/w line (minimum). Sight Triangles and Sight Distance: x Show and label the 10’ X 70’ NCDOT sight triangles. o No obstructions shall be placed within the NCDOT sight triangles. x Show and label the stopping sight distance. o No obstructions shall be placed within the stopping sight distance. Make sure to accommodate the largest proposed vehicle. You can coordinate with the district office with any questions 910-398-9100. NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________ Applicant Checklist NCDOT Checklist Driveway Application Process and Site Plan Requirements ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE APPLICATION TO THE APPLICANT FOR REVISION. ***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS*** Electronic Pre-Submittals In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to identify any major issues up front. This initial assessment can be followed up with a submittal ŽĨŽŶĞĚŝŐŝƚĂůĐŽƉǇŽĨƚŚĞƉůĂŶƐ along with all other required documents. ůůWĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůŚƚƚƉƐ͗ͬͬĐŽŶŶĞĐƚ͘ŶĐĚŽƚ͘ŐŽǀͬƐŝƚĞͬWĞƌŵŝƚƐͬWĂŐĞƐͬĚĞĨĂƵůƚ͘ĂƐƉǆ /ŶƚŚĞŶŽƚŝĨǇĞŵĂŝůƐĞĐƚŝŽŶŽĨƚŚĞƉŽƌƚĂůĂƉƉůŝĐĂƚŝŽŶƉůĞĂƐĞŝŶĐůƵĚĞƚŚĞŝƐƚƌŝĐƚKĨĨŝĐĞĞŵĂŝů;ŝǀϯŝƐƚϯΛŶĐĚŽƚ͘ŐŽǀͿ͘^ĞĞƚŚĞůĂƐƚƉĂŐĞƐĨŽƌĨƵƌƚŚĞƌŝŶƐƚƌƵĐƚŝŽŶ͘ Online resources: x NCDOT Policy on Street and Driveway Access to North Carolina Highways: https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an d%20Driveway%20Access.pdf x NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way: https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx x Electronic Forms Database: https://connect.ncdot.gov/Pages/default.aspx 1) Ă͘Cover >etter Include contact information for applicant and engineer, including email address, mailing address, and phone number. Include ƚŚĞƉĂƌĐĞůŶƵŵďĞƌ;ƐͿ͕description of all phases of the development and future land uses to be served by the permit,ĂŶĚa description of the adjoining land owned or controlled by the applicant. ď͘NCDOT Street and Driveway Access Permit Application (form downloadable via link below) https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc Đ͘$50.00 /nspection &eeWĞƌĐĐĞƐƐWŽŝŶƚ Attach to Permit Application form (not applicable for municipalities, churches, and schools) Ě͘NPDES Stormwater Permit Compliance Certification (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc Ğ͘Verification of Compliance with Environmental Regulations (form downloadable via link below) https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf Ĩ͘Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first)Additional site plan requirement details can be found in section 2 of this document. Ő͘ĞƐŝŐŶ PlanZĞƋƵŝƌĞŵĞŶƚƐ ĨŽƌƉƌŽũĞĐƚƐŝŶǀŽůǀŝŶŐƌŽĂĚǁĂǇŝŵƉƌŽǀĞŵĞŶƚƐ If roadway improvements are required as part of the permit, ƚŚĞŶroadway plans͕ƉĂǀĞŵĞŶƚŵĂƌŬŝŶŐƉůĂŶƐ͕ ƐŝŐŶŝŶŐƉůĂŶƐ͕ĂŶĚƚƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐǁŝůůďĞƌĞƋƵŝƌĞĚͲ^ĞĞ^ĞĐƚŝŽŶϲĨŽƌŵŽƌĞŝŶĨŽƌŵĂƚŝŽŶ Y N n/a Engineering Studies The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses (TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina licensed Professional Engineer. Section 1: Requi red Documents |Required documents to accompany all /ŶŝƚŝĂůƌŝǀĞway Application Submittals WůĞĂƐĞŶŽƚĞƚŚĂƚƚŚĞƐĞĂƌĞƚŚĞŵŝŶŝŵƵŵƌĞƋƵŝƌĞŵĞŶƚƐŽĨĂůůĚƌŝǀĞǁĂǇƉĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶƐ͘ ůůƌĞƋƵŝƌĞĚĚŽĐƵŵĞŶƚĂƚŝŽŶƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŚƌŽƵŐŚƚŚĞŽŶůŝŶĞƉŽƌƚĂůĂƐW&ĨŝůĞƐ͕ǁŝƚŚƚŚĞĞǆĐĞƉƚŝŽŶŽĨƚŚĞ WĞƌĨŽƌŵĂŶĐĞĂŶĚ/ŶĚĞŵŶŝƚǇŽŶĚĂŶĚƚŚĞΨϱϬ/ŶƐƉĞĐƚŝŽŶ&ĞĞ;ƐͿ͕ƚŚĞƐĞƐŚŽƵůĚďĞŵĂŝůĞĚŽƌĚĞůŝǀĞƌĞĚƚŽϱϱϬϭ ĂƌďĂĚŽƐůǀĚ͕ĂƐƚůĞ,ĂǇŶĞ͕EϮϴϰϮϵ͘ If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit͕ƚŚĞƌĞ ŵĂǇďĞĂĚĚŝƚŝŽŶĂůƐƵďŵŝƚƚĂůŵĂƚĞƌŝĂůƐƌĞƋƵŝƌĞĚ͘ State of North Carolina | Department of Transportation | Division 3 | District 3 %DUEDGRV%OYG,&DVWOH+D\QH, NC 284 Form Updated /20(910) T NCDOT Permit #___________________ Y N n/a Section 1: Required Documents (continued) 2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL Ă͘Site Plans Kne (1) digital copy (PDF) unless otherwise requested bythe District Office. Additional site plan requirement details can be found in section 2 of this document. ď͘Performance and Indemnity Bond/ŶĨŽƌŵĂƚŝŽŶͬFormƐ ^ĞĞůĂƐƚƉĂŐĞŽĨĚŽĐƵŵĞŶƚĨŽƌďŽŶĚŝŶĨŽƌŵĂƚŝŽŶĂŶĚĨŽƌŵƐ Đ͘Performance and Indemnity Bond Amount 100% of ƚŚĞĐŽƐƚŽĨƚŚĞǁŽƌŬwithin NCDOT Zight-of-tay;ZͬtͿ based on ƚŚĞattached estimatedetermined by ƚŚĞĂƉƉůŝĐĂŶƚΖƐĞŶŐŝŶĞĞƌĂŶĚĂƉƉƌŽǀĞĚďǇƚŚĞDistrict Engineer. ŽŶĚŚŽůĚůĞƚƚĞƌƌĞƋƵŝƌĞĚĨŽƌĨŽƌŵƵŶŝĐŝƉĂůŝƚŝĞƐ͕ ĐŚƵƌĐŚĞƐ͕ĂŶĚƐĐŚŽŽůƐ͘See pages 101-105 in the Policies and ProceduresforAccommodatingUtilities on Highway Rights of Way for acceptable bond types Ě͘Radius Encroachment Letter (if applicable) If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required Ğ͘Hold Harmless Letter (if applicable) If the Wermit is within ƚŚĞůŝŵŝƚƐŽĨĂŶ active NCDOT project, a Hold Harmless letter from the NCDOT contractorwill be required͘/ĨƚŚĞƉƌŽũĞĐƚŝƐŝŶƉƌĞĐŽŶƐƚƌƵĐƚŝŽŶ͕ĐŽŽƌĚŝŶĂƚĞǁŝƚŚƚŚĞĞƉĂƌƚŵĞŶƚΖƐWƌŽũĞĐƚĞǀĞůŽƉŵĞŶƚhŶŝƚ Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways ϭͿ Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown ϮͿ North arrow, vicinity map, date of plan, and date of most-recent revision if applicable ϯͿ Contact information of applicant and engineer, including mailing address, phone number, and email address ϰͿ Show Zͬt lines, highway control of access, and property lines ϱͿ All existing utilities (including handholes) and easements ϲͿ Rͬt width ϳͿ Existing posted speed limit(s) and design speed limit(s) ϴͿ Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of the property lines of the proposed development ϵͿ Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any other relevant transportation facilities in the development area ϭϬͿ Include a plan sheet showing full site build-out and land use ϭϭͿ Buildings shown with “gross leasable area” ϭϮͿ Width of property frontage ϭϯͿ Distance from Rͬt to buildings and gasoline service islands ϭϰͿ Distance from Rͬt to existing/proposed ĚŐĞŽĨWĂǀĞŵĞŶƚ;KWͿ (pages 32 & 34) ϭϱͿ All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc. Section 3: Driveway Plan Requirements | All driveway plans shall include and show, at a minimum, the items listed below ϭͿ WƌŽǀŝĚĞĐŽŵƉƌĞŚĞŶƐŝǀĞƐƵƌǀĞǇǁŝƚŚŝŶƚŚĞĞǆŝƐƚŝŶŐZͬtŽŶďŽƚŚƐŝĚĞƐŽĨƚŚĞƌŽĂĚĨŽƌĂĚŝƐƚĂŶĐĞŽĨϱϬϬ͛ŝŶĂůů ĚŝƌĞĐƚŝŽŶƐĨƌŽŵƚŚĞĚĞǀĞůŽƉŵĞŶƚ͛ƐƉƌŽƉĞƌƚǇůŝŶĞƐ͘WƌŽǀŝĚĞĂĚĚŝƚŝŽŶĂůŚǇĚƌĂƵůŝĐƐƵƌǀĞǇĚĂƚĂƚŽƚŚĞŶĞĂƌĞƐƚƐƚŽƌŵ ǁĂƚĞƌŝŶůĞƚͬŽƵƚůĞƚŝŶĐůƵĚŝŶŐĚŝƚĐŚůŝŶĞƐĂŶĚƐƚŽƌŵǁĂƚĞƌƉŝƉĞƐ͕ŝĨůŽĐĂƚĞĚŽƵƚƐŝĚĞŽĨƚŚĞϱϬϬΖĚŝƐƚĂŶĐĞ͘ ϮͿ Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways ϯͿ All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximumͮǁŝƚŚŝƐůĂŶĚ͗ϭϰΖ ŝŶŐƌĞƐƐ͕ϭϴΖĞŐƌĞƐƐ) (pageƐϱϬΘϳϳ) ϰͿ ƌŝǀĞǁĂǇWƌŽĨŝůĞͲ/ŶƐŚŽƵůĚĞƌƐĞĐƚŝŽŶƐ͕ŵaintain minimum 2% fall from edge of travel way for required shoulder width ĚŝƐƚĂŶĐĞWƌŝŵĂƌǇ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌǇ͗ϲ͛ŵŝŶŝŵƵŵ ϱͿ All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51) In curb and gutter sections, use City of Wilmington flare (SD 3-03.3)Ͳ;ƐĞĞĂƚƚĂĐŚĞĚͿ In shoulder sections, show grades at the KW and centerline ϲͿ No curbing is allowed within NCDOT RͬW along shoulder sections except as part of a driveway island(page 31) ϳͿ Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90° allowed for right-in/right-out on a case-by-case basis) (page 51) ϴͿ Driveway Wrofile (pages 42- 43) Y N n/a Y N n/a පප පපප ප Y N n/a Y N n/a Y N n/a Y N n/a Section 3: Driveway Plan Requirements (continued) ϵͿ Driveway Pavement Cross Section (to be in place from KW to edge of RͬW) Asphalt: 8” ABC stone and 1.5” S9.5 Concrete: 6” of concrete ϭϬͿ Driveway Offset (driveway KW to property line; page 75): Minimum: 20’ ϭϭ)Corner Clearance (radius point to radius point; page 52) Minimum: 50’ Desirable: 100’ or DƵŶŝĐŝƉĂů std. ϭϮͿ Minimum 10’x70’ sight triangles at driveways (measured from and along the Zͬt line) (page 31) ϭϯͿ Sight Distance (ůength of sight-distance in both directions shown for each driveway; pages 27-29) ϭϰͿ Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41) ϭϱͿ Distance between driveways being requested (if applicable; page 51) ϭϲͿ Minimum internal storage areasǁŝƚŚƐƉĞĐŝĨŝĞĚƋƵĞƵĞƐ (pages 31-33) ϭϳͿ Minimum protected driveway stem(s) provided and indicated (pages 33-34) ϭϴͿ Indicate any gated entrances (100’ minimum setback from RͬW required)ͲƚƌĂĨĨŝĐƋƵĞƵŝŶŐƐƚƵĚǇŵĂǇďĞƌĞƋƵŝƌĞĚ | Section ϲ: Roadway Plan Requirements If off-site improvements are required, roadway plans shall show, at a minimum, the items below ϭͿ Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway) ϮͿ Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders) Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below x Primary Routes (US & NC) and Secondary Routes with ŶŶƵĂůǀĞƌĂŐĞĂŝůǇdƌĂĨĨŝĐ;AADTͿшϭϬ,000 5͘ϱ” B25.0, 3” I19.0, ϭ͘ϱ” S9.5; any overlay of existing pavement is to be a minimum of 1.5” S9.5 x Secondary Routes with AADT<ϭϬ,000 5͘ϱ” B25.0, ϭ͘ϱ” Sϵ͘ϱ; any overlay of existing pavement is to be a minimum of 1.5” Sϵ͘ϱ ϯͿ Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary The grinding of pavement markings will not be allowed ϰͿ Shoulder Widths (Paved + Unpaved)WƌŝŵĂƌǇ͗ϴ͛ŵŝŶŝŵƵŵͮ^ĞĐŽŶĚĂƌǇ͗ϲ͛ŵŝŶŝŵƵŵ ϱͿ ŝƚĐŚ^ůŽƉĞƐͲĨƌŽŶƚĂŶĚďĂĐŬƐůŽƉĞƐͲŵŝŶŝŵƵŵϯ͗ϭŽƌĨůĂƚƚĞƌ ϲͿ Indicate existing roadway grade ϳͿ All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page78) ϴͿ All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79) See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details ϵͿ Pavement markingĂŶĚƐŝŐŶŝŶŐ planƐ ĂƌĞƌĞƋƵŝƌĞĚͲplans must be approved by Division Traffic Services ϭϬͿ dƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐĂƌĞƌĞƋƵŝƌĞĚͲĞƚĂŝůĞĚƉŚĂƐŝŶŐƉůĂŶƐŵĂǇďĞƌĞƋƵŝƌĞĚďĂƐĞĚŽŶƉƌŽũĞĐƚƚǇƉĞĂŶĚůŽĐĂƚŝŽŶ ϭϭͿ EĞǁĂŶĚͬŽƌƌĞǀŝƐĞĚƐŝŐŶĂůƉůĂŶƐŵƵƐƚďĞŝŶĐůƵĚĞĚĨŽƌŶĞǁŝŶƐƚĂůůĂƚŝŽŶƐĂŶĚŝĨƐŝŐŶĂůŵŽĚŝĨŝĐĂƚŝŽŶƐĂƌĞƌĞƋƵŝƌĞĚ ůůsignal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. ATraffic Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-ϮϮϬϬ. | Section ϰ: Drainag e Requirements All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below Section ϱ: Internal Circ ulation Requirements |All internal circulation details shall adhere to, at a minimum, the items listed below ϭͿ Interior driveway channelization stems Minimum 100’ from the RKW or at the discretion of the District Engineer ϮͿ Traffic flow pattern ϯͿ Traffic control devices ϰͿ Pavement Markings Y N n/a Y N n /a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a Y N n/a ϭͿ Pipe Cover Minimums (measured from top of pipe to subgrade) High Density Polyethylene (HDPE): Ϯϰ” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12” ϮͿ WŝƉĞŶĚdƌĞĂƚŵĞŶƚ;ƐĞĞZŽĂĚǁĂǇĞƐŝŐŶDĂŶƵĂůϱͲϮϬ͕ͲϮͿ WŝƉĞƐчϮϰΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂǇƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞWĂƌĂůůĞůWŝƉĞŶĚ^ĞĐƚŝŽŶƐ^ĞĞϯϭϬ͘ϬϮĂŶĚ ϯϭϬ͘ϬϰŽĨƚŚĞZŽĂĚǁĂǇ^ƚĂŶĚĂƌĚƌĂǁŝŶŐƐĨŽƌĚĞƚĂŝůƐ WŝƉĞƐхϯϬΗŽŶŵƵůƚŝůĂŶĞŚŝŐŚǁĂǇƐƉŽƐƚĞĚĂďŽǀĞϰϱŵƉŚƌĞƋƵŝƌĞŐƵĂƌĚƌĂŝů WŝƉĞƐшϯϲΗƌĞƋƵŝƌĞĂŶĞŶĚǁĂůůŽŶƚŚĞŝŶůĞƚĞŶĚ ϯͿ ůůƉƌŽƉŽƐĞĚƌĂŝŶĂŐĞŝƐƚŽďĞƉƌŽǀŝĚĞĚŝŶƐŝĚĞĞǆŝƐƚŝŶŐZͬt͘KƚŚĞƌǁŝƐĞ͕ĂĚĚŝƚŝŽŶĂůZͬtŽƌĂƉĞƌŵĂŶĞŶƚůǇ ĚĞĚŝĐĂƚĞĚĚƌĂŝŶĂŐĞĞĂƐĞŵĞŶƚǁŝůůďĞƌĞƋƵŝƌĞĚƚŽĂĐĐŽŵŵŽĚĂƚĞƚŚĞƉƌŽƉŽƐĞĚƉƌŽũĞĐƚĚƌĂŝŶĂŐĞ ϰͿ All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown ;ƐĞĞ^ĞĐ͘ϯηϭĨŽƌƐƵƌǀĞǇƌĞƋƵŝƌĞŵĞŶƚƐͿ ϱͿ Provide spot elevations along frontage of driveway (at EKW and centerline) ϲͿ Provide grades and spot elevations for existing and proposed ditches ϳͿ Show how drainage will be accommodated along property frontage (District Engineer may require applicant to provide drainage calculations whĞŶǁĂƌƌĂŶƚĞĚͿ Site Development For JULY, 2024 NEW HANOVER COUNTY, NORTH CAROLINA GES INVESTMENTS PROPERTIES,LLC P.O. BOX 1035 WRIGHTSVILLE BEACH, NC 28480 TEL: 910-262-2627 butch@butchsaunders.com PORT CITY CONSULTING ENGINEERS, PLLC 6216 STONEBRIDGE ROAD WILMINGTON, NC 28409 910-599-1744 LICENSE No. P-1032 11" OAK PRELIMINARY - DO NOT USE FOR CONSTRUCTION VICINITY MAP No. Checked By Revision Designer Drawn By Date By Scale Date Job No. Sheet No. No. Checked By Revision Designer Drawn By Date By Scale Date Job No.NORTH CAROLINANEW HANOVER COUNTY C-3P.O. BOX 1035 GEI INVESTMENT PROPERTIES, LLC WRIGHTSVILLE BEACH, NC 28480 SITE PLANHERMITAGE LAYDOWN YARD PORT CITY CONSULTING ENGINEERS, PLLC 6216 STONEBRIDGE ROAD WILMINGTON, NC 28409 910-599-1744 LICENSE No. P-1032 PRELIMINARY - DO NOT USE FOR CONSTRUCTION GRAPHIC SCALE 1 inch = 20 ft. 20 01020 40 No. Checked By Revision Designer Drawn By Date By Scale Date Job No. Sheet No. No. Checked By Revision Designer Drawn By Date By Scale Date Job No.NORTH CAROLINANEW HANOVER COUNTY C-4P.O. BOX 1035 GEI INVESTMENT PROPERTIES, LLC WRIGHTSVILLE BEACH, NC 28480 GRADING & DRAINAGE PLANHERMITAGE LAYDOWN YARD PORT CITY CONSULTING ENGINEERS, PLLC 6216 STONEBRIDGE ROAD WILMINGTON, NC 28409 910-599-1744 LICENSE No. P-1032 PRELIMINARY - DO NOT USE FOR CONSTRUCTION GRAPHIC SCALE 1 inch = 20 ft. 20 01020 40 No. Checked By Revision Designer Drawn By Date By Scale Date Job No. Sheet No. No. Checked By Revision Designer Drawn By Date By Scale Date Job No.NORTH CAROLINANEW HANOVER COUNTY C-6P.O. BOX 1035 GEI INVESTMENT PROPERTIES, LLC WRIGHTSVILLE BEACH, NC 28480 UTILITY PLANHERMITAGE LAYDOWN YARD PORT CITY CONSULTING ENGINEERS, PLLC 6216 STONEBRIDGE ROAD WILMINGTON, NC 28409 910-599-1744 LICENSE No. P-1032 PRELIMINARY - DO NOT USE FOR CONSTRUCTION GRAPHIC SCALE 1 inch = 20 ft. 20 0 10 20 40