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HomeMy WebLinkAboutAvenue One PTRC Combined Comments Avenue One – Major Subdivision – TRC Review Page | 1 To: Nathan Allen, CLD Engineering – nallen@cldeng.com Jeff Petroff, CLD Engineering – jpetroff@cldeng.com From: Amy Doss & Wendell E. Biddle Development Review Associate Planners Date: January 17th 2024 TRC Review PID#: R02700-001-183-000 Egov# SUBPP-23-0008 Subject: Avenue One – Major Subdivision Site Plan – TRC Review The following comments have been received for the Jan 17th, 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, Amy Doss & Wendell Biddle 910-798-7571/7068 1. General Comments – Straight rezoning for R-5/RMF-L with a proposed Performance Residential use, refer to case Z20-18. a. Please note that prior to final plat of this development or phasing, the HOA Covenants must be on record with the New Hanover County Register of Deeds. b. At a density of 8 units per acre for the R-5, a total of 496 units permitted for the proposed 62.12 acres of development. c. Please detail Performance setbacks and make a note detailing minimum distance between structures. d. Please note that Performance setback requirements are for lots on the periphery of the development and require a 20’ rear setback. Though permissible, a 30’ rear setback is detailed. e. At a density of 10 units per acre for the RMF-L, a total of 966 units permitted for the proposed 96.62 acres of development. f. Total Area- 158.74 Acres g. Wetlands 1.05 Acres (Preliminary) – Pending USACE permit action. h. Please detail the Performance Subdivision setbacks and distance between structures. i. Will the R-5 portion be fee simple? Please clarify if there are lot lines around the rowhomes. Avenue One – Major Subdivision – TRC Review Page | 2 2. UDO Section 5.1 Parking and Loading a. Please detail all parking and loading areas for all community centers, amenities, and or open space areas. b. Please detail all traffic calming devices to include gate for Emergency Access Only point of entry/exit. 3. UDO Section 5.2. Traffic, Access, & Connectivity a. Site plan details one point of access for both phases. Please detail if there are other points of egress/ingress for the future residents of Avenue One. b. 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. c. Please make note of all sight triangle dimensions. 4. UDO Section 5.3 Tree Retention a. Please submit a Tree Removal Permit to the COAST permitting portal. b. Please detail on a site plan the location of all regulated trees to be removed. In a table, stipulate the species, diameter at breast height (DBH), and regulation type of each tree to be removed and provide the total sum of regulated DBH removed for mitigation calculation. c. For tree retention and credit towards tree mitigation, please detail the species and DBH of all documented trees to remain on site. d. Please detail the proposed method of mitigation for the accumulated DBH removed. 5. UDO Section 5.4 Landscaping and Buffering a. Please provide a detailed landscape and buffering plan detailing the requirements in accordance with UDO Section 5.4. b. Landscaping is only required for the amenity center. 6. 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. 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. 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. New Hanover GIS records indicate a Swamp Forest and Pocosin Conservation Overlay on site. Please delineate on the site plan the aggregate acreage of Swamp Forest and Pocosin for both Phase I and II. b. Please refer to UDO Section 5.7.3 for Conservation Space General Performance Controls. c. Please refer to UDO Table 5.7.3.A.5: Worktable for Determining Required Conservation Space Developable Land. d. Please note UDO Section 5.7.3.E Methods for Conservation. Avenue One – Major Subdivision – TRC Review Page | 3 9. UDO Section 5.8 Open Space Requirements a. Required open space for total development is 31.75-acres and a total of 33.6 acres are proposed. b. Please detail each section of open space and the corresponding acreage on site plan. c. Please reference Section 5.8.4 Design Standards regarding accessibility and configuration. 10. UDO Section 6 Subdivision Design and Improvements a. Please note that residential blocks are not to exceed 1,000 feet in length per Section 6.2.2.A.2.b. b. Section 6.2.2.A.3.a – please detail the width of the easement of the development that is adjacent to the I-140 corridor. c. UDO Section 6.2.2A.7.g - Phase I has approximately 33 links and 21 nodes with a ratio of 1.57. Phase II has approximately 31 links and 20 nodes with a ratio of 1.55. d. Section 6.2.2.A.15. – Cluster style mailboxes are required with paved ingress/egress. Fire Services, Ray Griswold 910-798-7448 1. Fire Final required. 2. Gates – require KNOX Entry system and siren activation – Both. Plan only shows one. 3. Move fire hydrant near 25’ Storm water easement and relocate in area of Building 2-203. 4. Meet all TRC Plan Review Comments. NHC Engineering, Galen Jamison 910-798-7072 1. A land disturbing and a stormwater permit issued by the County are required for this project in addition to the State stormwater permit. Please submit for permits as the design is completed. 2. It appears the drainage patterns to the 3 culverts along Sidbury Road are being changed slightly which may require the 100 year pre-post storm attenuation requirements with the DOT. It is recommended this be verified with the DOT early in the design. 3. Per Section 7.8.B, 2nd bullet, please include a downstream analysis for each of the 3 existing culverts along Sidbury Road and should they be found to be undersized, a conceptual design for the required size with the narrative report for stormwater permitting. 4. Please give consideration to moving SCM#3 outside the 100 year floodplain. 5. Please consider locating the outfall for SCM#1 closer to the existing ditch on the adjacent parcel to the west. 6. There appears offsite drainage coming from the NE parcels and the south that will/may need to be re-routed around/through the site to avoid creating impacts to adjacent parcels. Additionally, the offsite drainage coming from the south If so, is shall be placed in a public drainage easement sized in accordance with NHC Stormwater Manual. Construction in the 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, the POA covenants shall indicate the operation and maintenance roles and responsibilities for the conveyance measure. 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 through mainline extension; pump station will also be required. Avenue One – Major Subdivision – TRC Review Page | 4 4. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains). 5. 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. 6. 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. Environmental Health, Dustin Fenske 910-798-6732 1. Site plan reflects connection to public water. Proposed infrastructure must maintain setbacks to surrounding properties well heads. Development of this property should be mindful of potential agricultural irrigation wells. Any irrigation wells on the property shall be identified, protected, and properly abandoned. 2. Site plan reflects connection to public sewer. Proposed infrastructure must maintain setbacks to surrounding properties septic systems. WMPO, Jamar Johnson 910-473-5130 See attached. Brad Shaver USACOE Brad.E.Shaver@usace.army.mil USACE is currently working on a permit action for the Avenue One Site. Addressing, Katherine May 910-798-7443 1. I will work with emergency services to determine the named street pattern. Please provide street name suggestions prior to TRC approval – I can assist with name options if needed. 2. Addresses can be assigned following TRC approval. 3. Please mark the locations of community mailboxes and electric meters. 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: January 10, 2024 Subject: Avenue One ________________________________________________________________________ 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: Roadway improvements are required per the approved TIA (12/06/2023). x Right of way dedication may be needed for the required roadway improvements. o The dedication of right of way should account for the right turn lane, left turn lane, traffic signal, shoulder, and drainage ditch sections. o Any right of way dedicated may impact the setbacks and the internal stem protection. x Refer to the NCDOT Roadway Design Manual for help with the design of any required roadway improvements. o Figure 8-10 Recommended Treatment for Turn Lanes (included). 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). A NCDOT Encroachment Agreement is required for any utility connections or installations within NCDOT right-of-way. Plan Submittal Comments: Emergency Only Access: x The proposed emergency access will need to be on a plan sheet showing the design. o Gate details and signage details will be needed as well. 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. x The driveway will need to be paved from the edge of pavement to right-of-way line at a minimum. x Label the radius for the driveway connection. o Make sure to accommodate the largest proposed vehicle. o A radius encroachment letter will be required if the radius of the proposed driveway crosses the adjoining property line. Site Access One: x Show required roadway improvements per the approved TIA. x Label the internal protection stem length for the proposed driveway connection. o Measured from the right-of-way line. o If right of way is needed this should be measured from the proposed right of way line. x The proposed landscaped median should be designed in accordance of the NCDOT Subdivision Manual o Refer to page 48 for design details. 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. x The driveway will need to be paved from the edge of pavement to right-of-way line at a minimum. x Label the radius for the driveway connection. x Make sure to accommodate the largest proposed vehicle. December 6, 2023 Mr. AJ Anastopoulo, PE DAVENPORT 5917 Oleander Drive, Suite 206 Wilmington, NC28403 RE: Approval with conditions for the Traffic Impact Analysis (TIA) associated with the proposed Newton Farms (Avenue One) Residential development located in New Hanover County, NC. Dear Mr. Anastopoulo: The WMPO, NCDOT, City of Wilmington and New Hanover County staffs have reviewed the Newton Farms (Avenue One) TIA (sealed October 6, 2023) and based on the information provided, it is our understanding that the proposed development will be built over two (2) phases and will consist of: Phase 1 (build year 2027): o ITE Land Use Code 210 – Single Family detached housing 26 DU o ITE Land Use Code 215 – Single Family attached housing (duplexes) 210 DU Full Build (build year 2035): o ITE Land Use Code 210 – Single Family detached housing 397 DU o ITE Land Use Code 215 – Single Family attached housing (duplexes) 344 DU The following improvements are required of the developer: SR 1336 (Sidbury Road) and SR 2181 (Dairy Farm Road) (Existing Unsignalized Intersection) Phase 1 o No improvements are required. Full Build o Install a traffic signal and provide the necessary communication equipment for coordination. Approval with conditions of Newton Farms (Avenue One) Residential TIA (New Hanover County) Page 2 of 3 SR 1336 (Sidbury Road) and SR 1318 (Blue Clay Road) (Existing Unsignalized Intersection) o No improvements are required. US 117 / NC 132 (N. College Road) and SR 1318 (Blue Clay Road) (Existing Signalized Intersection) Phase 1 o Construct an eastbound right turn lane on SR 1318 (Blue Clay Road) with 100 feet of storage, and appropriate full-width deceleration and taper. o Restripe the existing thru-right lane as an exclusive thru lane o Modify signal plan to provide right-turn overlap phasing Full Build o Extend the eastbound right turn lane on SR 1318 (Blue Clay Road) to provide 200 feet of storage, and appropriate full-width deceleration and taper. o Extend the northbound right turn lane on US 117/NC132 (N College Road) to provide 550 feet of storage, and appropriate full-width deceleration and taper. SR 1336 (Sidbury Road) and Site Access 1 (Proposed Signalized Intersection) Phase 1 o Construct an eastbound right turn lane on SR 1336 (Sidbury Road) with 150 feet of storage, and appropriate full-width deceleration and taper. o Construct Site Access 1 (northbound approach) with an internal protected stem of 150 feet, measured from the right-of-way line and with one ingress and two egress lanes, configuring the egress lanes as exclusive left turn and right turn lanes each with at least 150 feet of full-width storage. o Provide stop controls for the northbound approach. Full Build o Install a traffic signal and provide the necessary communication equipment for coordination. o Construct a westbound left turn lane on SR 1336 (Sidbury Road) with 100 feet of storage, and appropriate full-width deceleration and taper. If changes are made to the proposed site driveways and/or land uses, the current trip distribution may need to be modified and would require a revised Traffic Impact Analysis to be submitted for review by the NCDOT, WMPO, City of Wilmington and New Hanover County, in which instance this approval would become null and void. The applicant is required to obtain all applicable New Hanover County and NCDOT permits for access to the road network. A copy of this TIA approval shall be included with any NCDOT driveway permit application. All applicable NCDOT and New Hanover County technical standards and policies shall apply. Roadway Design Manual At Grade INTERSECTIONS May 2023 Part I General Design Information | 8-22 Figure 8-10 Recommended Treatment for Turn Lanes Note: Make every attempt possible to use the desirable deceleration length. It can be shortened as needed but shall not be less than the minimum. Coordinate with NCDOT and get approval on anything less than the desirable deceleration length. 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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o: New Hanover County Technical Review Committee Date: 1/8/24 Subject: Avenue One Comments: • Provide plan sheets for the required improvements outlined in the TIA approval with conditions letter date December 6, 2023. • Provide details for the pedestrian path. • Label radii on plans. • Label dimensions of the on-street parking. • Show traffic control devices. NCDOT Projects: TIP Projects in the Area: N/A WMPO 2045 Projects: N/A New Hanover County CTP: N/A TIA: Development has a TIA approval with conditions letter dated December 6, 2023. All improvements outlined in the letter will be required to be installed and accepted. December 6, 2023 Mr. AJ Anastopoulo, PE DAVENPORT 5917 Oleander Drive, Suite 206 Wilmington, NC28403 RE: Approval with conditions for the Traffic Impact Analysis (TIA) associated with the proposed Newton Farms (Avenue One) Residential development located in New Hanover County, NC. Dear Mr. Anastopoulo: The WMPO, NCDOT, City of Wilmington and New Hanover County staffs have reviewed the Newton Farms (Avenue One) TIA (sealed October 6, 2023) and based on the information provided, it is our understanding that the proposed development will be built over two (2) phases and will consist of: Phase 1 (build year 2027): o ITE Land Use Code 210 – Single Family detached housing 26 DU o ITE Land Use Code 215 – Single Family attached housing (duplexes) 210 DU Full Build (build year 2035): o ITE Land Use Code 210 – Single Family detached housing 397 DU o ITE Land Use Code 215 – Single Family attached housing (duplexes) 344 DU The following improvements are required of the developer: SR 1336 (Sidbury Road) and SR 2181 (Dairy Farm Road) (Existing Unsignalized Intersection) Phase 1 o No improvements are required. Full Build o Install a traffic signal and provide the necessary communication equipment for coordination. Approval with conditions of Newton Farms (Avenue One) Residential TIA (New Hanover County) Page 2 of 3 SR 1336 (Sidbury Road) and SR 1318 (Blue Clay Road) (Existing Unsignalized Intersection) o No improvements are required. US 117 / NC 132 (N. College Road) and SR 1318 (Blue Clay Road) (Existing Signalized Intersection) Phase 1 o Construct an eastbound right turn lane on SR 1318 (Blue Clay Road) with 100 feet of storage, and appropriate full-width deceleration and taper. o Restripe the existing thru-right lane as an exclusive thru lane o Modify signal plan to provide right-turn overlap phasing Full Build o Extend the eastbound right turn lane on SR 1318 (Blue Clay Road) to provide 200 feet of storage, and appropriate full-width deceleration and taper. o Extend the northbound right turn lane on US 117/NC132 (N College Road) to provide 550 feet of storage, and appropriate full-width deceleration and taper. SR 1336 (Sidbury Road) and Site Access 1 (Proposed Signalized Intersection) Phase 1 o Construct an eastbound right turn lane on SR 1336 (Sidbury Road) with 150 feet of storage, and appropriate full-width deceleration and taper. o Construct Site Access 1 (northbound approach) with an internal protected stem of 150 feet, measured from the right-of-way line and with one ingress and two egress lanes, configuring the egress lanes as exclusive left turn and right turn lanes each with at least 150 feet of full-width storage. o Provide stop controls for the northbound approach. Full Build o Install a traffic signal and provide the necessary communication equipment for coordination. o Construct a westbound left turn lane on SR 1336 (Sidbury Road) with 100 feet of storage, and appropriate full-width deceleration and taper. If changes are made to the proposed site driveways and/or land uses, the current trip distribution may need to be modified and would require a revised Traffic Impact Analysis to be submitted for review by the NCDOT, WMPO, City of Wilmington and New Hanover County, in which instance this approval would become null and void. The applicant is required to obtain all applicable New Hanover County and NCDOT permits for access to the road network. A copy of this TIA approval shall be included with any NCDOT driveway permit application. All applicable NCDOT and New Hanover County technical standards and policies shall apply.